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Home My WebLink AboutPACKET Transportation Advisory Board 2023-10-1810/17/2023 TRANSPORTATION ADVISORY BOARD October 18, 2023 12:00 p.m. REGULAR MEETING Town Hall | Board Room AGENDA In-Person Meeting | Board, Staff, and Public 12:00 pm Public Comment (packet) 12:05 pm Trustee Liaison Update Trustee Martchink 12:10 pm Approval of Minutes dated September 20, 2023 (packet) 12:15 pm NAAPME Opportunity for Moraine Avenue Trail & US 34 & US 36 Overlay Paving Gina Fox, CDOT 12:30 pm Consultant Update on Multimodal Transportation Plan & Transit Development Plan Anthony Pratt, Kimley-Horn 1:00 pm Mobility Services Update Manager Solesbee 1:10 pm Paid Parking Program Discussion Manager Solesbee & Supervisor Klein 1:30 pm Engineering & Administrative Updates Director Muhonen 1:45 pm TAB Meeting Time Discussion Chair Morris 1:55 pm Other Business Adjourn 10/12/23, 8:53 AM Town of Estes Park Mail - Fw: Crosswalk Concern https://mail.google.com/mail/u/0/?ik=6d9efe6f74&view=pt&search=all&permthid=thread-f:1779560916926737474&simpl=msg-f:1779560916926737474 1/1 Leilani McDonald <lmcdonald@estes.org> Fw: Crosswalk Concern 1 message Belle Morris <bellesmorris@hotmail.com>Thu, Oct 12, 2023 at 8:38 AM To: Leilani McDonald <lmcdonald@estes.org> Cc: Vanessa Solesbee <vsolesbee@estes.org> Hi Lani, Please include the leer below as Public Comment from Emily Knowles. TAB needs to have this included in the packet as public comment. Thank you! Belle Morris Let the beauty of what you love, be what you do! From: Belle Morris <belle@epmarathon.org> Sent: Thursday, October 12, 2023 8:36 AM To: bellesmorris <bellesmorris@hotmail.com> Subject: Fwd: Crosswalk Concern Belle Morris, MS President Estes Park Running Club Race Director Estes Park Marathon Chair for Town of EP Transportation Advisory Board Recent President Estes Park Nonprofit Resource Center 970-214-4128 race-director@epmarathon.org www.epmarathon.org ---------- Forwarded message --------- From: Emily Knowles <emyknowles@gmail.com> Date: Mon, Oct 2, 2023 at 10:54 AM Subject: Crosswalk Concern To: Belle Morris <belle@epmarathon.org> Hi Belle, My name is Emily, I’m a tutor with the Learning Place and I volunteered with the marathon earlier this year. I’m also a mom of a first-grader. We live on Lexington Ln and love being close enough to walk to school, we walk pretty much every day. However, we have had some serious difficulty with the crosswalk across Highway 7 at the end of Lexington. Often we will wait for several minutes while dozens of cars go by before one stops for us to cross, even when we wave our arms to make ourselves more visible. Just this morning a sheriff even drove by without stopping while my husband was waiting with our kiddo and our dog. Sometimes cars will even serve around us once we’re in the crosswalk. Last year a car stopped and my husband and kiddo started walking, when suddenly a truck came up behind the stopped car and swerved around it in the turn lane. Fortunately my husband was able to grab our kiddo and jump out of the way in time. It’s not every day that we have a hard time crossing, but it’s most days and it has started causing some anxiety in our kiddo. Considering that before long there will be many more people living at the end of Lexington and many more people walking, my hope is that the town already has plans to improve that crosswalk. Putting in flashing lights and repainting the lines might make some difference. If the town hasn’t already made plans, I’m hoping that you might be able to bring up this concern and help fix the problem. It certainly is a major concern for our safe walk to school. Thank you, -Emily Knowles Town of Estes Park, Larimer County, Colorado, September 20, 2023 Minutes of a Regular meeting of the TRANSPORTATION ADVISORY BOARD of the Town of Estes Park, Larimer County, Colorado. Meeting held in the Municipal Building in said Town of Estes Park on the 20th day of September, 2023. Board: Chair Belle Morris; Vice-Chair Kristen Ekeren; Members Javier Bernal, Jessica Ferko, Ann Finley, Larry Gamble, Linda Hanick, Mark Igel, and Gordon Slack; Trustee Patrick Martchink; Staff Liaison Greg Muhonen Attending: Chair Morris; Vice-Chair Ekeren; Members Finley, Gamble, Hanick, Igel, and Slack; Director Muhonen; Manager Solesbee; Engineer Bailey; Recording Secretary McDonald Absent: Member Bernal, Member Ferko, Trustee Martchink Chair Morris called the meeting to order at 12:05 p.m. PUBLIC COMMENT None. TRUSTEE LIAISON UPDATE None. APPROVAL OF MINUTES DATED AUGUST 16, 2023 It was moved and seconded (Gamble/Ekeren) to approve the August 16, 2023, minutes with minor amendments, and it passed unanimously. MOBILITY SERVICES UPDATE Manager Solesbee reported that Supervisor Klein recently achieved his Certified Community Transit Manager (CCTM) status, and that in his absence today she would present the parking and transit operational update. Parking space average occupancy is up about 2.5%, with peak occupancy up about 4%. Labor Day weekend saw every lot and the parking structure full for more than one hour on Saturday, Sunday, and Monday; Event Center overflow parking and shuttle access were advertised but underutilized. Parking structure use continues to grow; on average, 2023 is reporting 34 more cars per day than reported in 2022. Parkers in all areas are staying longer. Business is expected to be heavy over the next several weekends for Autumn Gold & Rails in the Rockies (September 23-24), Elk Fest (September 30-October 1), and Pumpkins & Pilsners (October 7), as well as for Rocky Mountain National Park’s (RMNP) free entrance on September 23 for National Public Lands Day. Transportation Advisory Board – September 20, 2023 – Page 2 August ridership on The Peak is up 27% from 2022, with 26,155 passengers. The fall service schedule commenced on September 4; the Red Route continues daily, and all other routes are weekend only through Elk Fest. August ridership numbers for Bustang to Estes were consistent with 2022. The August 22 audit by the Colorado Department of Transportation’s (CDOT) Division of Transit & Rail (DTR) covered 12-13 categories, including Americans with Disabilities Act (ADA) compliance; the Town successfully passed this Subrecipient Information Review (SIR) site visit. Initial tasks for the Multimodal Transportation Plan and Transit Development Plan (MTP- TDP) include extensive data collection for consultant Kimley-Horn. The Steering Committee will meet soon to review a community engagement plan draft and possibly conduct some transit ride-along opportunities. Committee members include Public Works and Community Development staff; the TAB’s Chair Morris and Member Ferko; John Hannon (RMNP); and representation from the Estes Chamber of Commerce and community service agencies. Rut Miller of the Estes Valley Investment in Childhood Success (EVICS) will serve as liaison to the Spanish-speaking community. The request for proposals (RFP) for the grant-funded Visitor Center Parking Lot Redesign/US 34 Corridor Study is planned for release October 5. Chair Morris and Member Finley are serving on the Selection Committee. With the CDOT contracts for the Zero-Emission Vehicle (ZEV) Transition Plan and the Trolley Barn project not expected for another 2-3 months, the trolleys will be housed outside for another cold season. Manager Solesbee, Engineer Bailey, and Director Muhonen continue with planning tasks for the Big Horn parking structure. Discussion points included requests for Local Permit and RMNP Hiker Shuttle usage reports; the successful partnership with the Estes Valley Library in registering 339 Local Permits as of July; and parking availability related to construction fencing placement in the Post Office lot. ENGINEERING UPDATE Engineer Bailey reported completion of the Fall River Trail Extension’s (FRT) current segment; an upcoming news release will advise of grant funding for the FRT’s final completion in July 2025. The securing of 1A sales tax renewal funds in November, as well as work by the Town’s Water Division and Estes Park Sanitation District (EPSD), will precede any street repairs in the Reclamation Neighborhood. Discussion with residents will be a priority. Current work for the Cleave Street Improvements (CSI) project include EPSD sewer line relocation; undergrounding of overhead electrical; and lowering of Xcel gas lines and Transportation Advisory Board – September 20, 2023 – Page 3 CenturyLink duct banks. This work must be staggered and requires Public Works permitting; the Town’s phase of the project should begin in January 2024 and conclude by Memorial Day. Discussion points included concern over the FRT’s ultimate exit point .25 miles before Fall River Court, which was originally planned according to the project’s available budget; the possibility of Public Works developing standard signing and markings for all users where trails cross driveways and streets; recent observations about ebike user speed on the Lake Estes Trail and downtown; whether Safe Routes to Parks (SRTP) funds could be pursued for Reclamation Neighborhood street repairs, since the area provides access to Cherokee Draw and the Lake Estes Trail; and easement-granting issues related to 4 of 25 Cleave Street properties, and how work can be modified around those areas now but fully completed later if the easements are eventually granted. ADMINISTRATIVE UPDATE Director Muhonen reported that curbs for the US 36/Community Drive Roundabout (CDRBT) have been poured for the central and splitter islands. Paving of the US 36 westbound lane should be complete on September 22. One-way traffic flow continues for weekday construction, with two-way flow allowed for weekend traffic. Final pavement work is expected next week; median, guardrail, and seeding work will follow. Community Drive should reopen by October 18 with temporary streetlights. The next public meeting for the Downtown Estes Loop (DEL) is planned for September 27 (4:30 p.m. in the Town Board Room). Temporary traffic control plans are under review, and Flatiron Constructors, Inc. (FCI) hopes to address the plans at the meeting and start the permanent one-way pattern on Elkhorn Avenue, Moraine Avenue, and Riverside Drive on October 2. Roundabout concrete work is underway, and stormwater pipes are being installed during night work. Post Office lot accessibility will be heavily impacted from October 1 through April 1, although concessions are being considered for patrons and delivery trucks during the holiday season. Director Muhonen was contacted by Engineer Gina Fox of CDOT Region 4, who is seeking CDOT’s Nonattainment Area Air Pollution Mitigation Enterprise (NAAPME) funding for trail work on Moraine Avenue (Crags Drive to Marys Lake Road) and CO 7 (Peak View Drive to Graves Avenue). Such work was identified in a survey conducted for bicycle- and pedestrian-focused communities approximately 18 months ago. Engineer Fox has been invited to present to the TAB at a meeting in the near future. NAAPME- eligible projects reduce traffic, encourage multimodal transportation, or otherwise directly reduce air pollution. Member Ferko is a NAAPME Board member. TAB members are encouraged to participate in the Town’s budget study sessions on September 28 and October 5 (both 1:00 p.m. to 5:00 p.m. in the Town Board Room). Public Works staff will present an overview during the October 5 session. Discussion points included roundabout design and landscaping features, which are planned to reduce driver choices and visual distractions that could impede traffic flow; the Transportation Advisory Board – September 20, 2023 – Page 4 need for trails funding to focus on accessibility and maintenance issues before expansion projects should be considered; muddy and unkempt conditions on the recently completed US 36 underpass, which the contractor and Estes Valley Recreation and Park District (EVRPD) are responsible for addressing; and the Town’s current lack of receipt of a petition against the DEL night work. OTHER BUSINESS Member Slack continues to observe certain Brown Route drivers running well ahead of the transit schedule; Supervisor Klein is regularly monitoring the timing for all routes. This led to the topic of whether on-demand transit service is viable for Estes Park; Manager Solesbee advised that the TDP process will address this topic. There was brief discussion about the transit program budget, which was generously subsidized by pandemic-era funding in 2020 and 2021, and then with paid parking revenue in 2022. A current shortfall of $200k will see some compensation from CDOT (starting at $70k, with additional funds likely), but the Town’s primary budget concern at this time is whether the 1A sales tax will be renewed. Manager Solesbee will engage the TAB when the time comes to initiate transit program budget discussion with the Town Board. Chair Morris reminded TAB members that the bylaws address regular attendance to meetings, while acknowledging that all members have complex schedules. (Recording Secretary’s note: Section VI. Attendance: In the event any member misses three (3) consecutive regular meetings or a total of four (4) regular meetings in a calendar year, the Town Board may remove its appointed member for neglect of duty and designate a new member to fill the vacancy.) A brief discussion ensued regarding whether another time of day would be more effective for TAB member attendance and also promote public attendance. It was agreed that changing to an 8:00 a.m. start time on the third Wednesdays is desired; Recording Secretary McDonald will consult with the Town Clerk’s office about room availability and the protocol for this change. There being no further business, Chair Morris adjourned the meeting at 1:59 p.m. Lani McDonald, Recording Secretary PROPOSED AND UPCOMING PROJECTS 10/18/23 SCOPE •Resurface US34 from approximately MP 65 to MP 62.5 (20K TONS HMA) •Resurface US36 from approximately MP 5 to MP 6.5 (4K TONS HMA) •Curb ramp repairs at US34/US36 and the Pedestrian Crossing just west of this intersection •ADA repairs to Marys Lake Road intersection •Wall Construction in Big Thompson River (200 LF) 10/18/2023 RESURFACING PROJECT SCHEDULE Dates are approximate DateMilestone 31‐Oct‐23FOR (90%) Plan Review Meeting 30‐Nov‐23Advertisement 5‐Feb‐24Begin Construction 15‐May‐24Completion of Structural Wall 1‐Jun‐24ADA Repair Work 1‐Jun‐24Begin Resurfacing US36 12‐Jul‐24End Resurfacing US36 15‐Jul‐24Begin Resurfacing US34 6‐Sep‐24End Resurfacing US34 20‐Sep‐24End Construction RESURFACING PROJECT - LOCATION LEGEND ADA RESURFACING WALL Estes Park Locations observed the “Systemic Analysis” (proactive approach to safety) 10/18/2023 CDOT R4 Bicycle and Pedestrian Safety Study CountermeasureLocations • Raised median from Riverside Drive to St Vrain Avenue, or • Median refuge at the pedestrian signal, and • Pedestrian Access Route (PAR) functional space improvements US 34 from Riverside Dr. to St. Vrain Ave. • Continuous Pedestrian Access Route (PAR) and marked crosswalk review • Road diet from US 36 to Graves Avenue CO 7 from US 36 to Peak View Drive • Continuous pedestrian / bicycle pathway (variations on / off street) • All alternatives anticipate a connection to the proposed loop road sidewalk on the north side of US 36 US 36 from Crags Drive to RMNP Entrance What is NAAPME •Nonattainment Area Air Pollution Mitigation Enterprise •Eligibility for Funds - CDOT Projects Only •Multiuse Path (no widening of US36) is estimated around $6.5M (Total Project) •Unclear on when/how funds will be distributed •CDOT Website: https://www.codot.gov/programs/naapme 10/18/2023 NAAPME Nonattainment Areas NAAPME MULTIUSE - LOCATION Thank You •For questions or comments on CDOT Projects: Gina Fox, PE Resident Engineer gina.fox@state.co.us | 970.939.6582 James Usher, PE Program Engineer james.usher@state.co.us | 970.302.0115 10/18/2023 " CJ> 0 o._ ij > 0 u ...' l,J l,J I "' I 0 O'. I 0 "' 0, 0 N / " g' ·,; 0 0�-i"0 / 0 Q. " " :l g' ·;:; 2 � � "' ,,., � 0 .,,,., 0 "' 0, 0 N -;;; "" ·o,t C .2 0 5 .c .2 0 u ID 0 u -;;; "" ·o,t g � N 0 � " E � 0 0 0 / Q. 0 !. p-o " 0 E 8 ,;.. � " .c ,; po " 0 / / ;. Q. ::a o._ 0 ,,., ;:. "' ,;; " ij Q. � .,, PoDI / NHS Related Projects: P.E. UNDER PROJECT: FHWA PROJECT OF DIVISION INTEREST (PoDI)? ■NO O YES Project Number: NH! 0361-121 Project Code: 20960 R.O. W. Projects: NATIONAL HIGHWAY SYSTEM? 0 NO ■ YES DEPARTMENT OF TRANSPORTATION STATE OF COLORADO R.O.W. Project Description All seals for this set of drawings are applied to the cover page(s) HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED FEDERAL AID PROJECT NO. NHI 0361-121 STATE HIGHWAY NO. US 34 & 36 LARIMER COUNTY CONSTRUCTION PROJECT CODE NO. 20960 Print Date: 9/12/2023 File Name: 20960_RD_SHEET _CoverPage.dgn 1------.-S_h_e _e_t _R_e _v_i s_i_o_n_s_...-----1 Co Io rad o Department of Tra ns po r tat ion Horiz. Scale: 1 =1 Vert. Scale: As Noted r"'""""""'l Unit Information r7 Date: Comments !nit. t::::)1---1-----------f---l ..--. Region 4 10601 W 10th St. Greeley, CO 80634 Phone: 970.939.6582 GDF As Cons tr ue ted ...,_ ______ C_o_v_e_r_P_a_1q._e ______ ..... i---------Contractor: No Revisions: 1----------------------1 Resident Engineer: Revised: Project Engineer: i---------PROJECT STARTED: I I ACCEPTED: I I Void: ------------------Comments: Project No./Code NH! 0361-121 20960 Sheet Number 1 0 2 0 0 5 1 1 1 6 2 65 63 62 64 61 / / / / 1"=XX' U S 3 4 US 36 SCOPE: -ADA CURB RAMP WORK ADJACENT TO THE BIG THOMPSON RIVER -CONSTRUCT RETAINING WALL ALONG US36 -RESURFACE US 34 & US 36 STA. 3400+00 MP 62.5 US34A NHI 0361-121 BEGIN PROJECT STA. 3521+44 MP 64.8 US34A NHI 0361-121 END PROJECT STA. 1000+00 MP 4.97 US36A NHI 0361-121 BEGIN PROJECT STA. 1079+00 MP 6.47 US36A NHI 0361-121 END PROJECT TO LOVELANDPARK ESTES US 36 TO LYONS S H 7 T O A LLE N SPA R K Phone: 970.939.6582 Colorado Department of Transportation 4 Region Greeley, CO 80634 10601 W 10th St. R036A006228PRA STRUCTURE NO. PROJECT LOCATION MAP 4000'0'2000'8000' HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED STATE OF COLORADO DEPARTMENT OF TRANSPORTATION 20960 CONSTRUCTION PROJECT CODE NO. NHI 0361-121 FEDERAL AID PROJECT NO. LARIMER COUNTY STATE HIGHWAY NO. US 34 & US 36 NATIONAL HIGHWAY SYSTEM?NO YES NO YES R.O.W. Projects: Related Projects: R.O.W. Project Description Project Code: 20960 P. E. UNDER PROJECT: ACCEPTED: Project Engineer: Comments: Contractor: Resident Engineer: PROJECT STARTED: Contract Information Project Number: NHI 0361-121 No Revisions: Revised: Void:Sheet Number Init.CommentsDate: Sheet Revisions As Constructed k e m p e r s 1 2 : 5 8 : 5 7 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ T i t l e S h e e t Project No./Code PoDI / NHS DIVISION INTEREST (PoDI)? FHWA PROJECT OF 10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information 20960_RD_SHEET_Title Sheet.dgn the cover page(s) drawings are applied to All seals for this set of STA.3393+00 MP 1.56 US34C NHI 0361-121 BEGIN PROJECT STA. 3400+00 MP 1.69 US34C NHI 0361-121 END PROJECT GDF GDF NH 0361-121 20960 2 M-100-1 M-208-1 M-203-1 M-203-2 M-203-11 STANDARD SYMBOLS (3 SHEETS) APPROACH ROADS DITCH TYPES M-203-12 M-206-1 M-206-2 M-214-1 M-412-1 M-510-1 M-601-1 M-601-2 M-601-3 M-601-10 M-601-11 M-601-12 M-601-20 M-603-1 M-603-2 M-603-3 M-603-10 M-604-10 M-604-11 M-604-12 M-604-13 M-604-20 M-605-1 SUPERELEVATION STREETS (2 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) CONCRETE PAVEMENT JOINTS (9 SHEETS) STRUCTURAL PLATE PIPE H-20 LOADING HEADWALL FOR PIPES TYPE "S" SADDLE HEADWALLS FOR PIPE HEADWALLS AND PIPE OUTLET PAVING REINFORCED CONCRETE PIPE PRECAST CONCRETE BOX CULVERT INLET, TYPE C INLET, TYPE D CURB INLET TYPE R (2 SHEETS) CONCRETE INLET TYPE 13 MANHOLES (3 SHEETS) SUBSURFACE DRAINS 1-3 M-607-1 M-607-2 M-607-3 M-607-4 M-607-10 M-608-1 M-609-1 M-611-1 M-615-1 M-615-2 M-616-1 M-620-1 M-620-2 M-620-11 M-620-12 WIRE FENCES AND GATES (3 SHEETS) CHAIN LINK FENCE (3 SHEETS) BARRIER FENCE PICKET SNOW FENCE CURB RAMPS (10 SHEETS) CATTLE GUARD (2 SHEETS) EMBANKMENT PROTECTOR TYPE 3 EMBANKMENT PROTECTOR TYPE 5 INVERTED SIPHON FIELD LABORATORY CLASS 1 FIELD OFFICE CLASS 1 FIELD OFFICE CLASS 2 M-210-1 MAILBOX SUPPORTS (2 SHEETS) M-614-1 RUMBLE STRIPS (3 SHEETS) M-629-1 SURVEY MONUMENTS (2 SHEETS) 19-29 17-18 30-31 32 35-39 41-42 43-44 45-46 47 48 52-55 56 57 65 66 67-68 69 70-72 78 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS)M-606-13 138-147 148-151 152-153 156-158 161 162 163 164 167 168 169-170 73-77VANE GRATE INLET (5 SHEETS)M-604-25 PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS)M-606-14 ROAD CLOSURE GATE (9 SHEETS)M-607-15 8 9 15-16 40 159-160SAND BARREL ARRAYS (2 SHEETS)M-614-2 S-614-40 219-223 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS)S-614-8 198-204 315 314 290-313 281-289 255-266S-614-50 224-227 218 215 211-214 207 196-197 194-195 191-193 190 187-188 189 171-178DELINEATOR INSTALLATIONS (8 SHEETS) FLASHING BEACON (PORTABLE) DETAILSS-630-3 PAVEMENT MARKINGS (11 SHEETS) TYPICAL MULTI-SIGN INSTALLATIONS TYPICAL POLE MOUNT SIGN INSTALLATIONS FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS) MARKER ASSEMBLY INSTALLATIONS CLASS III SIGNS (3 SHEETS) CLASS II SIGNS CLASS I SIGNS GROUND SIGN PLACEMENT (2 SHEETS) S-627-1 S-630-2 S-630-1 S-614-40A S-614-22 S-614-21 S-614-20 S-614-14 S-614-12 S-614-10 S-614-6 S-614-5 S-614-4 S-614-3 S-614-2 S-614-1 S-612-1 M-603-4 S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS METAL PIPE (4 SHEETS) M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) M-100-2 TEMPORARY EROSION CONTROL (11 SHEETS) CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 208 S-630-4 S-630-5 S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY) S-630-7 PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 13-14 58 59 119-121 122 123-127 128 129-137 320 318-319 ACRONYMS AND ABBREVIATIONS (4 SHEETS)4-7 10-12 49 116-118 FIELD LABORATORY CLASS 2 (2 SHEETS)165-166 S-614-9 S-614-41 241-244S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) 245-252S-614-43 267-280S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 316-317 DETAILS (2 SHEETS) STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 321-323 (3 SHEETS) ROLLING ROADBLOCKS FOR TRAFFIC CONTROL STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) M-216-1 33-34 50-51WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) CORRUGATED POLYPROPYLENE PIPE (AASHTO M330) (2 sheets) CORRUGATED POLYETHYLENE PIPE (AASHTO M294) AND M-603-6 RIBBED PIPE (AASHTO MP 20) STEEL REINFORCED POLYETHYLENE 60 M-606-1 79-97 31 INCHES (19 SHEETS) MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 102-104 M-606-15 105-115 (11 SHEETS) GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS) M-611-2 154-155DEER GUARD (2 SHEETS) Sheet RevisionsComputer File Information CommentsDate:Creation Date: Last Modification Date: STANDARD PLAN NO. R-X R-X R-X R-X 07/31/19 07/24/23 Designer Initials: Detailer Initials: CAD Ver.:MicroStation V8 Scale:Not to Scale Units:English JBK LTA Project Sheet Number: SOIL RETENTION COVERING (2 SHEETS) (2 SHEETS) SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE) (2 SHEETS) DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE) (2 SHEETS) TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE) DIVIDED HIGHWAYS (3 SHEETS) SUPERELEVATION CROWNED AND (2 SHEETS) EXCAVATION AND BACKFILL FOR STRUCTURES FOR CLASS III SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS Colorado Department of Transportation M-603-12 62-64 CONCRETE AND METAL END SECTIONS 61 NURSERY STOCK DETAILS 98-101 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS)205-206 STRUCTURE NUMBER INSTALLATION (2 SHEETS)209-210 216-217 (2 SHEETS) CONCRETE BARRIER SIGN POST INSTALLATIONS 65'-75' SINGLE MAST ARMS (5 SHEETS) TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS (26 SHEETS) TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION AND VERTICAL PANELS BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) 25'-55' SINGLE MAST ARMS (4 SHEETS) ALTERNATIVE TRAFFIC SIGNAL TEMPORARY SPAN WIRE SIGNALS (13 SHEETS)228-240 Construction Engineering Services JBK Issued by the Project Development Branch: July 31, 2019 COLORADO DEPARTMENT OF TRANSPORTATION July 31, 2019 M&S STANDARDS PLANS LIST BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. AND REVISED, APPLY TO THIS PROJECT WHEN USED ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED NUMBER PLAN TITLE M STANDARD NUMBER PAGE NUMBER PLAN TITLE M STANDARD NUMBER PAGE NUMBER PLAN TITLE S STANDARD NUMBER PAGE STANDARDS PLANS LIST PLANS LIST STANDARD Standard Sheet No. 1 of 1 179-186S-613-1 ROADWAY LIGHTING (6 SHEETS) (8 SHEETS) TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 253-254S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) FOR CLASS III SIGNS (2 SHEETS) BREAK-AWAY SIGN SUPPORT DETAILS (3 SHEETS) TRAVERSABLE END SECTIONS AND SAFETY GRATES M-412-2 CONCRETE PAVEMENT CRACK REPAIR (6 SHEETS) (REVISED ON SEPTEMBER 6, 2022) IN CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER. PLANS. ALL OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR USE INDICATED BY A MARKED BOX , AND WILL BE ATTACHED TO THE THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE (REVISED ON SEPTEMBER 30, 2020) (SUPERSEDED ON JANUARY 23, 2020 BY S-614-45) S-614-45 PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (6 SHEETS) (REVISED ON DECEMBER 3, 2020) (REVISED ON MARCH 5, 2020) (REVISED ON FEBRUARY 17, 2023) (REVISED ON APRIL 14, 2023) Phone: 303-757-9021 FAX: 303-757-9868 Denver, CO 80204 CDOT HQ, 3rd Floor 2829 West Howard Place (REVISED ON FEBRUARY 9, 2023) Revised on July 24, 2023 (REVISED ON JULY 13, 2020) (REVISED ON SEPTEMBER 10, 2020) (REVISED ON SEPTEMBER 21, 2020) S-613-2 ALTERNATIVE ROADWAY LIGHTING (4 SHEETS) (NEW, ISSUED ON SEPTEMBER 30, 2020) (REVISED ON DECEMBER 29, 2020) (REVISED ON JANUARY 31, 2022) (REVISED ON MARCH 7, 2022) (REVISED ON JULY 22, 2022) (REVISED ON JULY 22, 2022) (REVISED ON JANUARY 19, 2023) (REVISED ON JULY 24, 2023) (REVISED ON FEBRUARY 3, 2023) S-613-4 TRAFFIC SIGNAL ONE-LINE DIAGRAMS (6 SHEETS) (NEW, ISSUED ON JUNE 15, 2023) 3 IN PLACE GUTTER TO REMAIN BITUMINOUS CURB AND 0'-17' Median11' Lane 11' Lane0-10' Aux Lane Match Existing 1'-6' Shldr Match Existing 1'-12' Shldr Match Existing Existing Pavement Width Varies 18-42' CL 0'-10' Median11' Lane 11' Lane Match Existing 0'-6' Shldr Match Existing 0'-6' Shldr Match Existing Existing Pavement Width Varies 32-36' 2" H.M.A. (GRADING SX) (75) (PG64-28) CL SAFETY EDGE EXISTING GROUNDOR ROAD BASE EXISTING ROADWAY ABC (CLASS 6)(SPECIAL) PER TYPICAL SECTION HOT MIX ASPHALT 4' (TYP.) 0-6"Overlay Pavement Roadway Existing Edge of Structure Beginning of Transition or Area to be Milled Transition Match Existing Existing Pavement Width Varies 16-24' US 36 TYPICAL SECTION - ONE WAY STA. 1000+00 TO 1014+80 US 36 TYPICAL SECTION A STA. 1014+80 TO 1028+00 US 36 TYPICAL SECTION B STA. 1029+00 TO 1078+00 STA. 100+00 TO 103+90 (Ramp A) 0-10' Aux Lane 2" MILL 2" H.M.A. (GRADING SX) (75) (PG64-28) STA. 200+00 TO 204+75 (Ramp B) STA. 300+00 TO 301+71 (Ramp C) Match Existing Slope Varies 11' Lane 0-14' Lane 0-7' Shldr 0-2' Shldr CL STA. 1028+00 TO 1029+00 (TRANSITION) STA. 1078+00 TO 1079+00 (TRANSITION) (SPECIAL) (CLASS 6) 6" ABC 6" CONCRETE LEGEND: CONCRETE TYPICAL SECTION BASE COURSE 6" AGGREGATE 2" H.M.A. (GRADING SX) (75) (PG64-28) 2" H.M.A. (GRADING SX) (75) (PG64-28) 2" H.M.A. (GRADING SX) (75) (PG64-28) ISLAND TYPCIAL SECTION MARY'S LAKE RD STRIPED STA. 1017+28 TO 1017+48 CORNER OF US36/MARYS LAKE ROAD SHEET. EXISTING CONCRETE ISLAND ON SOUTHWEST 2" MILL 2" H.M.A. (GRADING SX) (75) (PG64-28) SAFETY EDGE DETAIL PAVEMENT BUTT JOINTS (NTS) CURB RAMPS: STA. 3394+16 TO 3401+62 Phone:970-939-6582 Colorado Department of Transportation 10601 10TH STREET Greeley, Co 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information US 36 TYPICAL SECTIONS k e m p e r s 3 : 1 1 : 3 5 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ T y p i c a l s . d g n 20960_RD_SHEET_Typicals.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of EVM GDF 20960 NH 0361-121 2 of 1 GDF 1"=XX' TYP 4 0'-16' Median12' Lane 12' Lane0-12' Lane 0-12' Aux Lane0-12' Aux Lane 1'-7' Shldr 2" H.M.A. (GRADING SX) (75) (PG64-28) 2" H.M.A. (GRADING SX) (75) (PG64-28) 4" MILL CL IN PLACE GUTTER TO REMAIN EXISTING CURB AND IN PLACE GUTTER TO REMAIN EXISTING CURB AND IN PLACE GUTTER TO REMAIN EXISTING CURB AND 4.) ABC (CLASS 6) (SPECIAL) SHALL BE PAID BY PLAN QUANTITY. 3.) NO WORK SECTION FROM STA 3490+20 TO 3493+20. FOR SUPERELEVATION CORRECTION. SEE CROSS SECTIONS FOR MORE INFORMATION. 2.) MILL & FILL AND OVERLAY DEPTHS VARY FROM STA 3500+00 TO 3512+00 BE PLACED TO A BUTT JOINT AS SHOWN AT EACH TRANSITION. EXISTING ASPHALT MAT SHALL BE MILLED AND THE OVERLAY SHALL 1.) TRANSITION LENGTH IS 50 FEET PER INCH UNLESS SHOWN OTHERWISE. NOTES: US 34 TYPICAL SECTION A STA. 3401+00 TO 3413+00 US 34 TYPICAL SECTION C STA. 3495+20 TO 3500+00 STA. 3470+50 TO 3480+00 1'-12' Shldr Match Existing Slope Varies Match Existing Existing Pavement Width Varies 30-88' IN PLACE GUTTER TO REMAIN EXISTING CURB AND US 34 TYPICAL SECTION B STA. 3413+00 TO 3421+00 0-14' Median12' Lane 12' Lane0-12' Aux Lane6-10' Shldr 6-10' Shldr Match Existing Existing Pavement Width Varies 50-82' 3" H.M.A. (GRADING SX) (75) (PG64-28) 3" MILL CL 12' Lane 0-12' Median12' Lane 12' Lane 0-12' Aux Lane 4' Shldr 4' Shldr Match Existing Existing Pavement Width Varies 30-50' 2" H.M.A. (GRADING SX) (75) (PG64-28) 2" H.M.A. (GRADING SX) (75) (PG64-28) CL STA. 3512+00 TO 3521+00 STA. 3500+00 TO 3502+00 (TRANSITION) STA. 3493+20 TO 3495+20 (TRANSITION) STA. 3482+00 TO 3490+20 STA. 3480+00 TO 3482+00 (TRANSITION) STA. 3468+50 TO 3470+50 (TRANSITION) STA. 3442+50 TO 3468+50 STA. 3421+00 TO 3442+50 LEGEND: Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET Greeley, Co 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information US 34 TYPICAL SECTIONS k e m p e r s 3 : 4 9 : 1 6 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ T y p i c a l s . d g n 20960_RD_SHEET_Typicals.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 2 of 2 XXX 1"=XX' EVM GDF TYP 5 GENERAL NOTES GENERAL NOTES Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information k e m p e r s 9 : 3 4 : 2 7 A M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ U S 3 4 U S 3 6 _ G e n N o t e s 20960_RD_SHEET_US34US36_GenNotes.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 GDF 1"=XX' Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET Greeley, Co 80634 4Region GDF GENERAL NOTES GENERAL NOTES Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information k e m p e r s 9 : 3 4 : 2 7 A M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ U S 3 4 U S 3 6 _ G e n N o t e s 20960_RD_SHEET_US34US36_GenNotes.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 1 of 1 GDF 1"=XX' Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET Greeley, Co 80634 4Region GDF SMK SMK 6 CONTRACT ITEM NO. CONTRACT ITEM UNIT INDEX BOOK PAGE SHEET ROADWAY PLAN AS CONST. STRUCTURES PLAN AS CONST. PROJECT TOTALS PLAN AS CONST. 201-00000 Clearing and Grubbing L S 1 1 202-00010 Removal of Tree EACH 3 3 202-00200 Removal of Sidewalk SY 6 6 202-00201 Removal of Curb LF 5 5 202-00203 Removal of Curb and Gutter LF 653 653 202-00206 Removal of Concrete Curb Ramp SY 122 122 202-00220 Removal of Asphalt Mat SY 73 231 304 202-00240 Removal of Asphalt Mat (Planing)SY 81,432 81,432 202-00250 Removal of Pavement Marking SF 38,710 38,710 202-00831 Removal of Traffic Signal Head EACH 1 1 202-00858 Removal of Pedestal Pole EACH 1 1 202-01130 Removal of Guardrail Type 3 LF 899 899 202-01300 Removal of End Anchorage EACH 4 4 202-04010 Clean Inlet EACH 8 8 202-05026 Sawing Asphalt Material (6 Inch)LF 237 237 203-00400 Rock Excavation CY 154 154 203-01500 Blading HOUR 30 30 203-01510 Backhoe HOUR 20 20 203-01597 Potholing HOUR 50 50 206-00000 Structure Excavation CY 885 885 206-00100 Structure Backfill (Class 1)CY 368 368 208-00002 Erosion Log Type 1 (12 Inch)LF 100 100 208-00009 Erosion Log Type 2 (18 Inch)LF 400 400 208-00035 Aggregate Bag LF 400 400 208-00051 Storm Drain Inlet Protection (Type I)LF 50 50 208-00075 Pre-fabricated Vehicle Tracking Pad EACH 2 2 208-00090 Erosion Control (Curb Ramp)EACH 6 6 208-00103 Removal and Disposal of Sediment (Labor)HOUR 80 80 208-00105 Removal and Disposal of Sediment (Equipment)HOUR 20 20 208-00106 Sweeping (Sediment Removal)HOUR 300 300 208-00146 Pre-fabricated Concrete Washout Structure (Type 2)EACH 6 6 208-00207 Erosion Control Management DAY 95 95 210-00010 Reset Mailbox Structure EACH 1 1 Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information APPROXIMATE QUANTITIES SUMMARY OF k e m p e r s 1 2 : 5 0 : 2 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S A Q . d g n 20960_RD_SAQ.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 1 of 4 GDF 1"=XX' SMK DAS SAQ 7 CONTRACT ITEM NO. CONTRACT ITEM UNIT INDEX BOOK PAGE SHEET ROADWAY PLAN AS CONST. STRUCTURES PLAN AS CONST. PROJECT TOTALS PLAN AS CONST. 210-00827 Reset Pull Box EACH 3 3 210-00860 Reset Pedestrian Push Button EACH 1 1 211-02116 Rock Dowel LF 33 33 212-00700 Organic Fertilizer LB 450 450 212-00703 Humate LB 30 30 212-00704 Mycorrhizae LB 3 3 212-00707 Seeding (Native) Hydraulic ACRE 0.1 0.1 213-00012 Spray-on Mulch Blanket ACRE 0.5 0.5 217-00020 Herbicide Treatment HOUR 10 10 304-06007 Aggregate Base Course (Class 6)CY 25 25 304-06008 Aggregate Base Course (Class 6) (Special)CY 779 779 403-00720 Hot Mix Asphalt (Patching) (Asphalt)TON 535 535 403-34751 Hot Mix Asphalt (Grading SX) (75) (PG 64-28)TON 23,995 95 24,090 420-00112 Geotextile (Drainage) (Class 1)SY 175 175 504-04410 Block Facing SF 1,062 1,062 506-00212 Riprap (12 Inch)CY 120 120 522-00000 Natina Treatment Galvanized L S 1 1 601-03050 Concrete Class D (Wall)CY 278 278 601-40400 Structural Concrete Stain SY 130 130 602-00020 Reinforcing Steel (Epoxy Coated)LB 15,184 15,184 604-19000 Inlet Special EACH 3 3 605-83000 Geocomposite Drain SY 150 150 606-00302 Guardrail Type 3 (31 Inch Midwest Guardrail System) Environmental Stain LF 912.5 912.5 606-02003 End Anchorage (Nonflared) Environmental Stain EACH 4 4 608-00000 Concrete Sidewalk SY 44 44 608-00010 Concrete Curb Ramp SY 92 92 609-21010 Curb and Gutter Type 2 (Section I-B)LF 58 58 609-21020 Curb and Gutter Type 2 (Section II-B)LF 599 599 609-24002 Gutter Type 2 (2 Foot)LF 193 193 609-40010 Curb Type 4 (Section B)LF 5 5 610-00030 Median Cover Material (Concrete)SF 300 300 614-72875 Loop Detector Wire LF 53 53 Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information APPROXIMATE QUANTITIES SUMMARY OF k e m p e r s 1 2 : 5 0 : 5 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S A Q . d g n 20960_RD_SAQ.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 2 of 4 GDF 1"=XX' SMK DAS SAQ 8 CONTRACT ITEM NO. CONTRACT ITEM UNIT INDEX BOOK PAGE SHEET ROADWAY PLAN AS CONST. STRUCTURES PLAN AS CONST. PROJECT TOTALS PLAN AS CONST. 614-87100 Automatic Traffic Recording Station EACH 1 1 620-00002 Field Office (Class 2)EACH 1 1 620-00012 Field Laboratory (Class 2)EACH 1 1 620-00020 Sanitary Facility EACH 2 2 625-00000 Construction Surveying L S 1 1 626-00000 Mobilization L S 1 1 626-01114 Public Information Management (Tier IV)DAY 95 95 627-00008 Modified Epoxy Pavement Marking GAL 455 455 627-00013 Pavement Marking Paint (High Build)GAL 1,156 1,156 627-30405 Preformed Thermoplastic Pavement Marking (Word-Symbol)SF 1,413 1,413 627-30410 Preformed Thermoplastic Pavement Marking (Xwalk-Stop Line)SF 726 726 630-00000 Flagging HOUR 1,500 1,500 630-00007 Traffic Control Inspection DAY 38 38 630-00012 Traffic Control Management DAY 95 95 630-80335 Barricade (Type 3 M-A) (Temporary)EACH 4 4 630-80341 Construction Traffic Sign (Panel Size A)EACH 56 56 630-80342 Construction Traffic Sign (Panel Size B)EACH 52 52 630-80350 Vertical Panel EACH 20 20 630-80355 Portable Message Sign Panel EACH 8 8 630-80360 Drum Channelizing Device EACH 20 20 630-80370 Barrier (Temporary)LF 300 300 630-80380 Traffic Cone EACH 100 100 630-85010 Impact Attenuator (Temporary)EACH 2 2 630-85020 Mobile Attenuator EACH 2 2 630-86810 Traffic Signal (Temporary)EACH 1 1 FORCE ACCOUNT ========== 700-70010 F/A Minor Contract Revisions F A 1 1 700-70016 F/A Fuel Cost Adjustment F A 1 1 700-70019 F/A Asphalt Cement Cost Adjustment F A 1 1 700-70023 F/A On-The-Job Trainee F A 1 1 700-70034 F/A DEWATERING F A 1 1 700-70111 Project First Program F A 1 1 Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information APPROXIMATE QUANTITIES SUMMARY OF k e m p e r s 1 2 : 5 1 : 2 7 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S A Q . d g n 20960_RD_SAQ.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 3 of 4 GDF 1"=XX' SMK DAS SAQ 9 CONTRACT ITEM NO. CONTRACT ITEM UNIT INDEX BOOK PAGE SHEET ROADWAY PLAN AS CONST. STRUCTURES PLAN AS CONST. PROJECT TOTALS PLAN AS CONST. 700-70320 F/A Sprinklers F A 1 1 700-70380 F/A Erosion Control F A 1 1 Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information APPROXIMATE QUANTITIES SUMMARY OF k e m p e r s 1 2 : 5 1 : 5 4 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S A Q . d g n 20960_RD_SAQ.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 4 of 4 GDF 1"=XX' SMK DAS SAQ 10 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/10/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information TAB US 34 RESURFACING k e m p e r s 1 : 4 6 : 0 4 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ S U R F _ T A B S 20960_RD_SHEET_SURF_TABS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 1 of 4 GDF 1"=XX' Phone:970-939-6582 Colorado Department of Transportation 10601 W 10th Street Greeley, CO 80634 4Region GDF SMK DAS TABS 11 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/10/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information US 36 RESURFACING TAB k e m p e r s 1 : 4 2 : 0 4 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ S U R F _ T A B S 20960_RD_SHEET_SURF_TABS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 2 of 4 GDF 1"=XX' Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF SMK DAS TAB 12 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information ROADS TAB US 34 ACCESS k e m p e r s 3 : 0 4 : 3 9 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ S U R F _ T A B S 20960_RD_SHEET_SURF_TABS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF 20960 NH 0361-121 3 of 4 GDF 1"=XX' SURF TABS FOR EXTENTS OF RESURFACING. REFER TO M-203-1, TYPICAL SECTION FOR APPROACH (ACCESS) ROAD, 1.) NOTE(S): 13 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information ROADS TAB US 36 ACCESS k e m p e r s 4 : 0 2 : 1 1 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ S U R F _ T A B S 20960_RD_SHEET_SURF_TABS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-939-6582 Colorado Department of Transportation 10601 W 10th Street Greeley, CO 80634 4Region GDF 20960 NH 0361-121 4 of 4 GDF 1"=XX' SURF TABS DAS SMK 14 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information MISCELLANEOUS TABS GUARDRAIL AND k e m p e r s 1 2 : 0 6 : 5 5 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S h e e t _ M i s c T a b u l a t i o n 20960_RD_Sheet_Misc Tabulation.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 1 of 1 GDF 1"=XX' Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF SMK DAS 15 Inlets (Section 604) and all other structures assigned a structure number Light pole locations and elevations Signal pole locations and elevations Lighting (Section 613) and Traffic Control Devices (Permanent) (Section 614) Slope and Ditch Paving (Section 507) Deck grades at Girder 10th or "n" th point locations and elevations Structural concrete form locations Wingwall skew angles/offsets Abutment/Pier locations, alignment, and elevations Footing locations, alignment, and elevations Caisson locations and elevations (Section 503) Piling locations and cut off elevations (Section 502) Structure Excavation limits (Section 206) Major Structures - Overhead Signs (Section 614), Concrete Box Culverts, Bridges - Riprap (Temp) Seeding (Temp) Erosion Control (Section 208) Striping (Temp) Striping (Perm) Other: Symbols Pavement Marking (Section 627) Other: Rock Seeding (Section 212) Planting (Section 214) Other: Mulching (Section 213) Landscaping Top Soil (Section 207) Site Grading Embankment Erosion Control (Perm) Other: Other: Borrow Delineators (Section 612) Temporary Permanent Temporary Sound Barrier Other: Permanent Other: Fencing (Section 607) Grid Excavation and Embankment (Section 203) Excavation Reset Items (Section 210) Removal Limits (Section 202) Muck Stripping Unclassified Verify or Determine existing topography Clearing and Grubbing Limits (Section 201) Verify or Determine existing grades and alignments Interval SpecialGrade Other: Seal Coat or Chip Seal (Section 409) Heating & Scarifying Treatment Miscellaneous Aggregate Base Course (Section 304) PMBB - Plant Mix Bituminous Base Storm Sewer Sanitary Sewer Structure Excavation limits (Section 206) Treated Subgrade Signalization New Bridge SURVEY WORK TO BE PERFORMED BY OTHERS: Other: New Roadway Construction Bridge Replacement Bridge Widening Major Reconstruction Asphalt Overlay Concrete Overlay Minor Widening Safety Improvement Manholes (Section 604) Irrigation Water Pipes (Section 603) Slope and Ditch Paving (Section 507) Minor Structures Culverts (Section 603) Riprap (Perm) (Section 506) Other: Sidewalk (Section 608) TYPE OF PROJECT Landscaping Vertical Control Original Terrain Data Other: Roadway Alignment Horizontal Control Format * Roadway Elements Retaining Walls Curb and Gutter (Section 609) Other: Concrete (Section 412) Reconditioning Other: Pavements Untreated Subgrade Roadway Bases Signal pole locations and elevations (Temp) Monumentation (Section 629) Tangent Interval Interval Curve Offset Special Replace the specified existing monuments: Reference the specified existing monuments: Right of Way Land corners, Aliquot corners Control ** ** Light pole locations and elevations (Temp) Other: Temporary Lighting and Construction Traffic Control Devices (Section 630) Grid Special (Y/N) R o a d w a y B a s e s P a v e m e n t s G u t t e r C u r b & E x c a v a t i o n E m b a n k m e n t (Y/N)(Y/N) Property Pin Ties Major Structures Minor Structures Slope Staking Grading Horizontal Alignment Vertical Control (i.e. Benchmarks) Horizontal Control (Primary & Secondary) Other Fieldbook(s): One fieldbook for each work category shown on this sheet TO ESTABLISH GEOMETRIC CONTROL FOR THE CONSTRUCTION OF THIS PROJECT, THE DEPARTMENT HAS PROVIDED THE FOLLOWING INFORMATION: WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 625: GENERAL NOTES: Herbicide (Section 217) - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - * Specify the information format, ie., plan sheet, computer disk, computer printout, or other. The information marked is either contained on the plans or is available from the Engineer. Offset Special - - - - - - Grade (Y/N)Interval Grid Special (Y/N) Special Interval Offset Slope Staking Guard Rail (Section 606) Right of Way (Temp Staking by P.L.S. Only) Interval Interval Center ---S t a t i o n i n g Overlay Stationing Left Right Interval Erosion Logs HMA - Hot Mix Asphalt (Section 403) Sign Locations (Temp) Sign locations Other: Potholing Erosion Bales Concrete Box Culverts (Section 603) w/ Headwalls and Wingwalls (Section 601) Bridge expansion joint(s) alignment and grade (longitudinal and transverse) (See General Notes) As Staked Earthwork Quantities (Section 407) Prime Coat, Tack Coat & Rejuvenating Agent alignment and grades (Section 604) Drop inlets - required for Bridges (Subsection 601 .12) and Overhead signs (S-614-50) Substructure As-constructed survey Field verify sign post locations, elevations, and lengths before fabrication. Easements Silt Fence be done in accordance with the latest edition of the CDOT Survey Manual. 1. Unless indicated otherwise on this Survey Tabulation Sheet, all survey work and staking intervals shall the Contractor's surveyor. on the plans. Any additional information required to stake the item or element shall be generated by 2. Adequate information for establishing lines, grades, and locations for all work items have been specified days prior to the Presurvey Conference - Construction Survey. Engineer blank line to the left of the specified items, shall be submitted with the Survey Schedule to the items indicated on this sheet. A copy of this sheet, with the estimated man-hours written on the 3. The Contractor's surveyor shall provide an estimate of the man-hours necessary to complete the work 8. The Contractor shall coordinate construction staking on the project with any utility work. 10. The Contractor's surveyor shall submit the following fieldbooks to the Engineer: Culverts w/ Headwalls and Wingwalls (Section 601) Concrete Box Culverts w/ Headwalls and Wingwalls information, such as point numbers, to the sketch. measured information. Non-linear surveys such as structures staking shall have sketches relating electronic linear surveys, such as slope stakes and blue tops, shall have the station and offset information related to the copy format that is intuitive, clear and related to the supplemental information recorded in the field books. All information is collected electronically, information recorded shall be provided to the Project Engineer in a hard shall contain: date, crew members' names, point no., description, staking information, and sketches. If the survey 9. Fieldbooks shall contain daily records of points set and or measurements observed. The information recorded replaced by the Contractor at no additional cost to the Department. 4. Stakes and Monuments which are damaged or destroyed by the progress of construction shall be NOTE: All 629 items shall include adequate research, calculations, and evaluations of evidence for monuments to be set. Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: SURVEY DAS SMK 20960 NH 0361-121 Sheet NumberSubset Sheets:1 of 1 Init.CommentsDate: R-X Sheet Revisions As Constructed9/7/2023Print Date: Horiz. Scale:1:1.00045 HS Survey Tabulation Sheet.dgn Vert. Scale: As Noted GDF Project No./Code File Name: Unit Information SHEET SURVEY TABULATION GREELEY, CO 80634 Phone 970-939-6582 10601 W 10TH STREET Colorado Department of Transportation Region 4 GDF ** A Tabulation of Survey Monuments may be provided on the plans. (Y/N) Locate monuments. It is estimated hours are required. All Easements (Temp Staking by P.L.S. Only) 5. Contractor shall certify in writing to the Engineer that the final grade is within specified tolerance. 6. Prior to beginning work on any subsequent operation, such as placing base course or paving, the into field grades. 7. The Contractor's surveyor shall perform all field surveying and calculations necessary to tie plan grades Permanent Water Quality BMP (Section 208) WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 629: 3D Design Modeling Electronic Files Engineer. The Contractor shall field verify original ground cross sections at a maximum 500 feet intervals. data report and a computer disk with that information on it, in the specified format shall be submitted to the CDOT Survey Manual. A printed copy of the As Staked (or 3D Design Modeling Electronic Files) Earthwork to the Engineer prior to completion of twenty percent (20%) of the planned earthwork in any phase as per the The Contractor shall furnish an As Staked (or 3D Design Modeling Electronic Files) Earthwork Quantity report Establish and Maintain Project Centerline or Engineer Approved Offset Line(s) Verification and Maintenance of Horizontal and Vertical Control A complete passing Base Line report (completed within 6 months prior to the start of the project) An instrument calibration Certification (completed within 6 months prior to the start of the project) 11. The Contractor's surveyor shall submit the following (prior to surveying on the project) to the Engineer: All required Instrument Calibrations Retaining Wall CDOT to Monument ROW at Mary's Lake RD 16 E S T E S P A R K V I S I T O R C E N T E R S T A N L E Y V I L L A G E E N T R A N C E 3 3 9 3 + 0 0 3 3 9 4 + 0 0 3 3 9 5 + 0 0 3 3 9 6 + 0 0 3 3 9 7 + 0 0 3 3 9 8 + 0 0 3 3 9 9 + 0 0 3 4 0 0 + 0 0 3 4 0 1 + 0 0 3 4 0 2 + 0 0 3 4 0 3 + 0 0 3 4 0 4 + 0 0 3 4 0 5 + 0 0 3 4 0 6 + 0 0 N 72 ° 14 '4 1 .42 "E N55°28'22.05"E N55°23'31.45"E N51°55'14.56"E 39 3 .12' 301.45' 480.09' 178.50' 3 3 9 6 + 9 3 .12 P C 3 3 9 8 + 0 2 . 5 9 P T 3 3 9 7 + 4 8 . 3 1 S T A . P I 3 3 9 3 + 0 0 .0 0 S T A . P O B = e = % 350.00'Rc = 109.47'Lc = 16°22'13"Dc = 55.18'Tc = LT17°55'13"| = 3397+48.31PI = 3 4 0 7 + 0 0 . 0 0 M A T C H L I N E S T A . 50'0'25'100' E S T E S P A R K V I S I T O R C E N T E R S A F E W A Y F U E L S T A T I O N L A K E E S T E S G O L F C O U R S E S T E A M E R D R P R I V A T E D R I V E 3 4 0 8 + 0 0 3 4 0 9 + 0 0 3 4 1 0 + 0 0 3 4 1 1 + 0 0 3 4 1 2 + 0 0 3 4 1 3 + 0 0 3 4 1 4 + 0 0 3 4 1 5 + 0 0 3 4 1 6 + 0 0 3 4 1 7 + 0 0 3 4 1 8 + 0 0 3 4 1 9 + 0 0 3 4 2 0 + 0 0 N55°27'55.39"E N55°30'34.63"E N55°44'18.59"E N57°22'29.52"E 217.93'233.08'598.71'234.65' 3 4 0 7 + 0 0 . 0 0 M A T C H L I N E S T A . 3 4 2 1 + 0 0 . 0 0 M A T C H L I N E S T A . 50'0'25'100' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 34 k e m p e r s 3 : 3 7 : 4 9 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 4 _ G E O M 20960_RD_SHEETS_US34_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GREELEY, CO 80634 10601 W 10TH STREET SMK DAS GEOM NH 0361-121 20960GDF GDF 1 of 5 SEE SHEET 32 NEW STRIPING LAYOUT ROW LINES NOT SHOWN. ALL WORK IS WITHIN CDOT ROW.2.) PLAN FOR STRIPING INFORMATION. SEE US 34 AND 36 STRIPING IMPROVEMENTS 1.) NOTE(S): SEE SHEET 35 SW CURB RAMP STA: 3400+10 US 34/US 36 INTERSECTION SEE SHEET 37 NW CURB RAMP STA: 3399+46 US 34/US 36 INTERSECTION SEE SHEET 34 RAMP STA: 3394+16 LIBRARY SOUTH CURB SEE SHEET 33 RAMP STA: 3394+16 LIBRARY NORTH CURB SEE SHEET 36 SE CURB RAMP STA: 3401+62 US 34/US 36 INTERSECTION STA. 3400+00 BEGIN PROJECT US 34 A U S 3 6 TABULATIONS FOR EXTENTS SEE CURB, GUTTER, AND RAMP REMOVED AND REPLACED CURB AND GUTTER TO BE TABULATIONS FOR EXTENTS SEE CURB, GUTTER, AND RAMP REMOVED AND REPLACED CURB AND GUTTER TO BE US 34 US 34 7 6 ' 8 6 ' AMD REPLACED AND GUTTER TO BE REMOVED 5 LINEAR FT OF CURB 17 V I S T A L A N E S U M M I T D R I V E H I L L S I D E L N 3 4 2 2 + 0 0 3 4 2 3 + 0 0 3 4 2 4 + 0 0 3 4 2 5 + 0 0 3 4 2 6 + 0 0 3 4 2 7 + 0 0 3 4 2 8 + 0 0 3 4 2 9 + 0 0 3 4 3 0 + 0 0 3 4 3 1 + 0 0 3 4 3 2 + 0 0 3 4 3 3 + 0 0 3 4 3 4 + 0 0 N57°48'45.93"E 1,292.29' 3 4 3 3 + 3 9 . 2 9 PC 3 4 2 1 + 0 0 . 0 0 M A T C H L I N E S T A . 3 4 3 5 + 0 0 .0 0 M A T C H L I N E S T A . 50'0'25'100' E S T E S V I L L A G E I N N P R I V A T E D R I V E E S T E S M O U N T A I N I N N E L K T R A I L C T G R A N D E S T E S D R B L U E D O O R I N N C O MM E R C I A L P R O P E R T Y 3 4 3 6 + 0 0 3 4 3 7 + 0 0 3 4 3 8 + 0 0 3 4 3 9 + 0 0 3 4 4 0 + 0 0 3 4 4 1 + 0 0 3 4 4 2 + 0 0 3 4 4 3 + 0 0 3 4 4 4 + 0 0 3 4 4 5 + 0 0 3 4 4 6 + 0 0 3 4 4 7 + 0 0 3 4 4 8 + 0 0 3 4 4 2 + 5 1 . 2 6 S T A . P I e = % 1910.000'Rc = 1701.67'Lc = 02°59'59"Dc = 911.97'Tc = RT51°02'47"| = 3442+51.26PI = 3 4 3 5 + 0 0 . 0 0 M A T C H L I N E S T A. 34 4 9 + 00 .00 M AT C H L IN E S TA . 50'0'25'100' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 34 k e m p e r s 3 : 3 8 : 1 7 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 4 _ G E O M 20960_RD_SHEETS_US34_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of SMK DAS GEOM 20960 NH 0361-121 GDF 10601 W 10TH STREET GREELEY, CO 80634 GDF 2 of 5 US 34 US 34 5 0 ' 5 0 ' 18 B E S T W E S T E R N P L U S C O Y O T E M O U N T A I N L O D G E L A K E F R O N T S T L A K E F R O N T S T Q U A L I T Y I N N Q U A L I T Y I N N 3 4 5 0 + 0 0 3 4 5 1 + 0 0 3 4 5 2 + 0 0 3 4 5 3 + 0 0 3 4 5 4 + 0 0 3 4 5 5 + 0 0 3 4 5 6 + 0 0 3 4 5 7 + 0 0 3 4 5 8 + 0 0 3 4 5 9 + 0 0 3 4 6 0 + 0 0 3 4 6 1 + 0 0 3 4 6 2 + 0 0 S69°34'20.73"E S68°52'45.90"E S68°18'10.96"E S64°04'43.57"E S61°00 '54 .49"E452.35' 262.20'155.74' 257.55' 200.95 ' 3 4 5 0 + 4 0 . 9 6 P T 3 4 4 9 + 0 0 . 0 0 M A T C H L I N E S T A . 3 4 6 3 + 0 0 .0 0 M A T C H L IN E S T A . 50'0'25'100' C O L U M B I N E I N N G R A N D E S T A T E S D R L O N E P I N E D R L O N G H O R N L I Q U O R M U R P H Y ' S R E S O R T M H U N T E R S C H O P H O U S E 3 4 6 4 + 0 0 3 4 6 5 + 0 0 3 4 6 6 + 0 0 3 4 6 7 + 0 0 3 4 6 8 + 0 0 3 4 6 9 + 0 0 3 4 7 0 + 0 0 3 4 7 1 + 0 0 3 4 7 2 + 0 0 3 4 7 3 + 0 0 3 4 7 4 + 0 0 3 4 7 5 + 0 0 3 4 7 6 + 0 0 S59°27'00.17"E S59°39'24.30"E S59°50'23.83"E 168.89'471.33'945.47' 3 4 6 3 + 0 0 . 0 0 M A T C H L I N E S T A . 3 4 7 7 + 0 0 . 0 0 M A T C H L I N E S T A . 50'0'25'100' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 34 k e m p e r s 4 : 0 0 : 1 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 4 _ G E O M 20960_RD_SHEETS_US34_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of SMK DAS GEOM 20960 NH 0361-121 GDF 10601 W 10TH STREET GREELEY, CO 80634 GDF 3 of 5 US 34 US 34 7 8 ' 3 9 ' TO ROW LINE PAVE ACCESS 19 M H U N T E R S C H O P H O U S E N L A K E A V E A C C E S S M O U N T A I N V I L L A G E L N D R Y G U L C H R D 3 4 7 8 + 0 0 3 4 7 9 + 0 0 3 4 8 0 + 0 0 3 4 8 1 + 0 0 3 4 8 2 + 0 0 3 4 8 3 + 0 0 3 4 8 4 + 0 0 3 4 8 5 + 0 0 3 4 8 6 + 0 0 3 4 8 7 + 0 0 3 4 8 8 + 0 0 3 4 8 9 + 0 0 3 4 9 0 + 0 0 S59°39'56.79"E S59°50'31.66"E S60°01'06.72"E 262.61'657.14'265.84' 3 4 7 7 + 0 0 . 0 0 M A T C H L I N E S T A . 3 4 9 1 + 0 0 . 0 0 M A T C H L I N E S T A . 50'0'25'100' E S T E S P A R K K O A E S T E S P A R K K O A M A C C R A C K E N L N P R I V A T E D R I V E P R I V A T E D R I V E O L Y M P U S L N E 3 4 9 2 + 0 0 3 4 9 3 + 0 0 3 4 9 4 + 0 0 3 4 9 5 + 0 0 3 4 9 6 + 0 0 3 4 9 7 + 0 0 3 4 9 8 + 0 0 3 4 9 9 + 0 0 3 5 0 0 + 0 0 3 5 0 1 + 0 0 3 5 0 2 + 0 0 3 5 0 3 + 0 0 3 5 0 4 + 0 0 S59°08'31.02"E S60°05'02.09"E S59°44'52.09"E S61°24'54.30"E S62°22'45.67"E S65°42'44.05"E S71°08'54.54"E223.93' 456.03' 350.27' 96.85' 82.73' 90.32' 88.56' 3 4 9 1 + 0 0 . 0 0 M A T C H L I N E S T A . 3 5 0 5 + 0 0 . 0 0 M A T C H L I N E S T A . 50'0'25'100' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 34 k e m p e r s 3 : 3 9 : 3 7 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 4 _ G E O M 20960_RD_SHEETS_US34_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of SMK DAS GEOM 20960 NH 0361-121 GDF 10601 W 10TH STREET GREELEY, CO 80634 GDF 4 of 5 SEE GUARDRAIL TABULATION SHEET (31 INCH MIDWEST GUARDARAIL SYSTEM) AND REPLACED WITH TYPE 3 GUARDRAIL EXISTING GUARDRAIL TO BE REMOVED US 34 US 34 4 5 ' 3 1 ' 20 P R I V A T E D R I V E E S T E S P A R K R I D E A K A R T P R I V A T E D R I V E B E L L E V U E D R M A L L R D 3 5 0 6 + 0 0 3 5 0 7 + 0 0 3 5 0 8 + 0 0 3 5 0 9 + 0 0 3 5 1 0 + 0 0 3 5 1 1 + 0 0 3 5 1 2 + 0 0 3 5 1 3 + 0 0 3 5 1 4 + 0 0 3 5 1 5 + 0 0 3 5 1 6 + 0 0 3 5 1 7 + 0 0 3 5 1 8 + 0 0 N71°52'03.81"E N72°18'08.21"E N72°27'58.14"E N71°48'05.67"EN71°04'16.92"E 82.65'106.74' 224.34' 82.58'55.86' 3 5 0 5 + 2 9 .7 0 P C 3 5 0 7 + 0 6 .7 0 P C C 3 5 0 8 + 8 7 .7 0 P C C 3 5 1 0 + 3 2 . 7 0 P C C 3 5 1 2 + 0 7 . 7 0 P T 3 5 1 7 + 5 9 . 8 7 P C 3 5 1 9 + 1 0. 8 7 P C C 3 5 0 6 + 18 .5 2 S T A. P I 3 5 0 7 + 9 7 .4 0 S T A . P I 3 5 0 9 + 6 0 . 3 5 S T A . P I 3 5 1 1 + 2 0 . 2 3 S T A . P I 3 5 1 8 + 3 6 . 0 2 S T A. P I e = % 860.00'Rc = 177.00'Lc = 06°39'44"Dc = 88.81'Tc = LT11°47'32"| = 3506+18.52PI = e = % 1,115.00'Rc = 181.00'Lc = 05°08'19"Dc = 90.70'Tc = LT09°18'03"| = 3507+97.40PI = e = % 935.00'Rc = 145.00'Lc = 06°07'40"Dc = 72.65'Tc = LT08°53'08"| = 3509+60.35PI = e = % 2,970.00'Rc = 175.00'Lc = 01°55'45"Dc = 87.53'Tc = LT03°22'34"| = 3511+20.23PI = e = % 470.00'Rc = 151.00'Lc = 12°11'26"Dc = 76.16'Tc = LT18°24'28"| = 3518+36.02PI = E 35 0 5 + 00 .00 M A T C H L IN E S T A . 3 5 1 9 + 0 0 . 0 0 M A T C H L I N E S T A. 50'0'25'100' 3 5 2 0 + 0 0 3 5 2 1 + 0 0 3 5 1 9 + 10 .8 7 P C C 3 5 2 1 + 0 0 . 8 7 P C C 3 5 2 0 + 0 8 .0 1 S T A . P I 3 5 2 1 + 0 0 . 8 7 S T A . P O E = e = % 370.00'Rc = 190.00'Lc = 15°29'07"Dc = 97.14'Tc = LT29°25'20"| = 3520+08.01PI = 35 1 9 + 00 .00 M A T C H L IN E S T A . 50'0'25'100' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 34 k e m p e r s 3 : 4 8 : 2 5 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 4 _ G E O M 20960_RD_SHEETS_US34_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of SMK DAS GEOM 20960 NH 0361-121 GDF 10601 W 10TH STREET GREELEY, CO 80634 GDF 5 of 5 SEE GUARDRAIL TABULATION SHEET (31 INCH MIDWEST GUARDARAIL SYSTEM) AND REPLACED WITH TYPE 3 GUARDRAIL EXISTING GUARDRAIL TO BE REMOVED CDOT MAINTENANCE FACILITY CORRECTION. SEE CROSS SECTIONS. STA 3500+00 TO STA 3512+00 CROSS SLOPE1.) NOTE(S): LOOP BENEATH ROADWAY ATR PULL BOX AND COBINET US 34 4 4 ' 3 7 ' 21 1 0 0 0 + 0 0 1 0 0 1 + 0 0 1 0 0 2 + 0 0 1 0 0 3 + 0 0 1 0 0 4 + 0 0 10 0 5 + 0 0 10 0 6 + 0 0 N74°07'29.66"E N67°46'53.61"E 30.00' 237.57' 1 0 0 0 + 3 0 . 0 0 PC 1 0 0 1 + 4 0 . 7 5 P T 10 0 4 + 9 8 .3 2 P R C 1 0 0 3 + 7 8 . 3 2 P C 1 0 0 4 + 3 8 . 6 1 S T A . P I 1 0 0 0 + 8 5 . 4 3 S T A . P I 10 0 6 + 4 9 . 0 3 S T A . P I 1 0 0 0 + 0 0 . 0 0 S T A . P O B = e = % 1 , 0 0 0 . 0 0 ' R c = 1 1 0 . 7 4 ' L c = 0 5 ° 4 3 ' 4 6 " D c = 5 5 . 4 3 ' T c = L T 0 6 ° 2 0 ' 4 3 " | = 1 0 0 0 + 8 5 . 4 3 P I = e = % 1 , 2 6 0 . 0 0 ' R c = 3 0 0 . 0 0 ' L c = 0 4 ° 3 2 ' 5 0 " D c = 1 5 0 . 7 1 ' T c = L T 1 3 ° 3 8 ' 3 1 " | = 1 0 0 6 + 4 9 . 0 3 P I = e = % 5 0 0 . 0 0 0 ' R c = 1 2 0 . 0 0 ' L c = 1 1 ° 2 7 ' 3 3 " D c = 6 0 . 2 9 ' T c = R T 1 3 ° 4 5 ' 0 4 " | = 1 0 0 4 + 3 8 . 6 1 P I = 200+00 201+00 202+00 2 0 3 +0 0 20 4 + 00 2 0 5 + 0 0 2 0 6 + 0 0 S60°44'42.05"E20 0.00'202+00.00 PC 2 0 5 + 8 5 .9 2 S T A . P I 200+00.00STA. POB = e = % 6 8 0 . 0 0 ' R c = 7 0 2 . 0 4 ' L c = 0 8 ° 2 5 ' 3 3 " D c = 3 8 5 . 9 2 ' T c = L T 5 9 ° 0 9 ' 0 9 " | = 2 0 5 + 8 5 . 9 2 P I = 1 0 0 + 0 0 10 1 + 0 0 10 2 + 0 0 10 3 + 0 0 1 0 0 + 0 0 . 0 0 P C 10 3 + 9 0 .0 0 P T 10 1 + 9 6 .3 9 S T A . P I 1 0 0 + 0 0 . 0 0 S T A . P O B = 10 3 + 9 0 .0 0 S T A . P O E = e = % 1 3 4 0 . 0 0 0 ' R c = 3 9 0 . 0 0 ' L c = 0 4 ° 1 6 ' 3 3 " D c = 1 9 6 . 3 9 ' T c = R T 1 6 ° 4 0 ' 3 2 " | = 1 0 1 + 9 6 . 3 9 P I = 1 0 0 7 + 0 0 .0 0 M A T C H L I N E S T A . 25'0'12'50' DAS DAS 20960 NH 0361-121 1 of 5 GDF 1"=50' GEOM Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 36 k e m p e r s 4 : 0 5 : 4 6 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 6 _ G E O M 20960_RD_SHEETS_US36_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of US36 RAMP A R A M P B Phone:970-939-6582 Colorado Department of Transportation GREELEY, CO 80634 10601 W 10TH STREET 4 Region GDF (US 36 TYP. SEC. A) 2" MILL 2" FILL STA 1000+00 BEGIN 12' 12 ' 2 4 ' 22 1 0 0 8 + 0 0 1 0 0 9 + 0 0 1 0 1 0 + 0 0 1 0 1 1 + 0 0 1 0 1 2 + 0 0 1 0 1 3 + 0 0 N72°42'51.52"E 508.61' 1 0 0 7 + 9 8 . 3 2 P T 1 0 1 3 + 0 6 . 9 3 P C 2 0 7 + 0 0 2 0 8 + 0 0 2 0 9 + 0 0 2 1 0 + 0 0 2 1 1 + 0 0 2 1 2 + 0 0 2 1 3 + 0 0 N60°18'46.24"E N53°25'57.08"E N53°25'57.08"E N54°49'58.28"E 137.96' 128.00' 128.00' 54.00' 2 0 9 + 0 2 . 0 4 P T 2 1 3 + 5 0 . 0 0 S T A. P O E = 3 0 0 + 0 0 301 +00 S 7 8° 1 1' 3 4. 3 0 " E S34°28'09.47"W 7. 0 0' 15.39' 3 0 0 + 0 5 .0 0 P C 301+56.0 0 PT 301+19.94STA. PI 29 9 + 98 .00 S T A . P O B = 3 0 1 +71.3 9 ST A. P OE = e = % 7 7 . 0 0 0 ' R c = 15 1 . 0 0 ' L c = 7 4 ° 2 4 '3 6 " D c = 11 4 . 9 3 ' T c = R T 11 2 ° 2 1 '3 3 " | = 3 0 1 + 19 .9 4 P I = S T A . 2 1 0 + 4 0 .0 0 S T A. 2 11 + 6 8 .0 0 S T A. 2 12 + 9 6 .0 0 R=680.00' 1 0 0 7 + 0 0 .0 0 M A T C H L I N E S T A . 25'0'12'50' M A T C H L I N E S T A . 2 0 6 + 0 0 Phone:970-939-6582 Colorado Department of Transportation GREELEY, CO 80634 10601 W 10TH STREET 4Region GDF DAS DAS 20960 NH 0361-121 2 of 5 GDF 1"=50' GEOM Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 36 k e m p e r s 4 : 0 6 : 0 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 6 _ G E O M 20960_RD_SHEETS_US36_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 1 0 1 4 + 0 0 . 0 0 M A T C H L I N E S T A . US36 RAMP B R A M P C 24' 2 4 ' 2 4 ' 23 1 0 1 5 + 0 0 1 0 1 6 + 0 0 1 0 1 7 + 0 0 1 0 1 8 + 0 0 10 1 9 + 0 0 10 2 0 + 0 0 1 0 2 1 + 0 0 1 0 2 2 + 0 0 10 2 3 + 0 0 10 2 4 + 0 0 1 0 2 5 + 0 0 1 0 2 6 + 0 0 1 0 2 7 + 0 0 N78°56'52.45"E 489.32' 1 0 2 4 + 3 7 . 1 8 P C 1 0 2 7 + 0 8 . 8 0 P T 1 0 1 9 + 4 7 . 8 6 P T 1 0 1 6 + 2 7 . 7 1 S T A . P I 1 0 2 5 + 7 4 . 2 4 S T A . P I e = % 8 2 0 . 0 0 ' R c = 2 7 1 . 6 2 ' L c = 0 6 ° 5 9 ' 1 4 " D c = 1 3 7 . 0 6 ' T c = L T 1 8 ° 5 8 ' 4 3 " | = 1 0 2 5 + 7 4 . 2 4 P I = e = % 5 9 2 0 . 0 0 0 ' R c = 6 4 0 . 9 4 ' L c = 0 0 ° 5 8 ' 0 4 " D c = 3 2 0 . 7 8 ' T c = R T 0 6 ° 1 2 ' 1 2 " | = 1 0 1 6 + 2 7 . 7 1 P I = 2 1 3 + 5 0 . 0 0 S T A. P O E = DAS DAS 20960 NH 0361-121 3 of 5 GDF 1"=100' GEOM Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 36 k e m p e r s 4 : 0 4 : 3 3 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 6 _ G E O M 20960_RD_SHEETS_US36_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 1 0 1 4 + 0 0 . 0 0 M A T C H L I N E S T A . 1 0 2 8 + 0 0 . 0 0 M A T C H L I N E S T A . 50'0'25'100' US36 Phone:970-939-6582 Fax: Colorado Department of Transportation GREELEY, CO 80634 10601 W 10TH STREET 4 Region GDF M A R Y ' S L A K E R D INFORMATION ON US 34/MARYS LAKE RD INTERSECTION SEE SHEET MARYS LAKE PLAN SHEET FOR MORE 1.) NOTE: QUANTITIES TAB FOR EXTENTS SEE CURB, GUTTER, AND RAMP REMOVED AND REPLACED CURB AND GUTTER TO BE SEE RESURFACING TABULATIONS WITH ABC EMBANKMENT ERODED AREA TO BE FILLED 2 5 ' 24 1 0 2 9 + 0 0 1 0 3 0 + 0 0 1 0 3 1 + 0 0 1 0 3 2 + 0 0 1 0 3 3 + 0 0 1 0 3 4 + 0 0 1 0 3 5 + 0 0 1 0 3 6 + 0 0 1 0 3 7 + 0 0 1 0 3 8 + 0 0 1 0 3 9 + 0 0 1 0 4 0 + 0 0 1 0 4 1 + 0 0 N59°58'09.21"E N59°22'47.93"E 392.88' 814.92' 1 0 3 9 + 1 6 . 6 0 P C 1 0 4 1 + 5 7 . 6 5 P T 1 0 4 0 + 3 7 . 3 9 S T A . P I e = % 1 , 5 0 0 . 0 0 ' R c = 2 4 1 . 0 6 ' L c = 0 3 ° 4 9 ' 1 1 " D c = 1 2 0 . 7 9 ' T c = L T 0 9 ° 1 2 ' 2 7 " | = 1 0 4 0 + 3 7 . 3 9 P I = 1 0 2 8 + 0 0 . 0 0 M A T C H L I N E S T A . 1 0 4 2 + 0 0 . 0 0 M A T C H L I N E S T A . 50'0'25'100' 1 0 4 3 + 0 0 1 0 4 4 + 0 0 1 0 4 5 + 0 0 1 0 4 6 + 0 0 1 0 4 7 + 0 0 1 0 4 8 + 0 0 10 4 9 + 0 0 1 0 5 0 + 0 0 10 5 1 + 0 0 1 0 5 2 + 0 0 10 5 3 + 0 0 1 0 5 4 + 0 0 1 0 5 5 + 0 0 N50°10'20.47"E N62°22'54.33"E N62°29'02.98"E322.20' 717.50' 221.97' 1 0 4 4 + 7 9 . 8 6 P C 1 0 4 6 + 9 3 . 0 7 P T 1 0 4 5 + 8 6 . 8 7 S T A . P I e = % 1 0 0 0 . 0 0 0 ' R c = 2 1 3 . 2 1 ' L c = 0 5 ° 4 3 ' 4 6 " D c = 1 0 7 . 0 1 ' T c = R T 1 2 ° 1 2 ' 5 8 " | = 1 0 4 5 + 8 6 . 8 7 P I = 1 0 4 2 + 0 0 . 0 0 M A T C H L I N E S T A . 1 0 5 6 + 0 0 .0 0 M A T C H L I N E S T A . 50'0'25'100' DAS DAS 20960 NH 0361-121 4 of 5 GDF 1"=100' GEOM Phone:970-939-6582 Fax: Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 36 k e m p e r s 4 : 0 5 : 0 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 6 _ G E O M 20960_RD_SHEETS_US36_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of US36 US36 E L M R D H I G H D R S M O K I N D A V E S R I V E R S I D E D R B R Y N W O O D O N T H E R I V E R P A R K R I V E R P L C E D A R R I D G E C I R C L E W I L D H O R S E G I F T S H O P T R O U T R A N C H 2 3 ' 2 3 ' 25 10 5 7 + 0 0 10 5 8 + 0 0 10 5 9 + 0 0 10 6 0 + 0 0 10 6 1 + 0 0 1 0 6 2 + 0 0 1 0 6 3 + 0 0 1 0 6 4 + 0 0 1 0 6 5 + 0 0 1 0 6 6 + 0 0 1 0 6 7 + 0 0 1 0 6 8 + 0 0 1 0 6 9 + 0 0 N 6 2 ° 10'0 7 .5 5 "E N38°36'03.57"E 2 19 .85 '224.34' 10 5 8 + 5 2 .3 9 P C 1 0 6 5 + 9 8 . 8 3 P T 1 0 6 8 + 2 3 . 1 6 P C 1 0 6 9 + 6 3 . 6 3 S T A . P I 1 0 6 2 + 3 1 . 0 5 S T A . P I e = % 1 , 8 0 0 . 0 0 ' R c = 7 4 6 . 4 4 ' L c = 0 3 ° 1 0 ' 5 9 " D c = 3 7 8 . 6 6 ' T c = L T 2 3 ° 4 5 ' 3 6 " | = 1 0 6 2 + 3 1 . 0 5 P I = e = % 7 0 0 . 0 0 0 ' R c = 2 7 7 . 2 5 ' L c = 0 8 ° 1 1 ' 0 6 " D c = 1 4 0 . 4 7 ' T c = R T 2 2 ° 4 1 ' 3 5 " | = 1 0 6 9 + 6 3 . 6 3 P I = 1 0 5 6 + 0 0 .0 0 M A T C H L IN E S T A . 1 0 7 0 + 0 0 .0 0 M A T C H L I N E S T A . 50'0'25'100' 1 0 7 1 + 0 0 1 0 7 2 + 0 0 1 0 7 3 + 0 0 1 0 7 4 + 0 0 1 0 7 5 + 0 0 1 0 7 6 + 0 0 10 7 7 + 0 0 10 7 8 + 0 0 10 7 9 + 0 0 10 8 0 + 0 0 10 8 1 + 0 0 10 8 2 + 0 0 N61°17'38.85"E N64°04'21.38"E N 8 8 °46' 12. 11 "E S 89 ° 07' 04. 25 "E S 88 ° 46' 20. 81"E N54°01'30.42"E 116.45' 228.29' 61. 50' 137 . 37' 75. 02' 29.60' 10 8 1+ 7 2 .0 5 P C 1 0 8 2 + 6 9 . 4 5 P T 1 0 7 1 + 0 0 . 4 1 P T 1 0 7 4 + 4 5 . 1 5 P C 10 7 8 + 9 8 .17 P T 1 0 6 9 + 6 3 . 6 3 S T A. P I 10 7 6 + 7 4 . 9 1 S T A . P I 1 0 8 2 + 2 2 . 5 4 S T A . P I 1 0 8 2 + 9 9 . 0 5 S T A. P O E = e = % 1 5 0 . 0 0 ' R c = 9 7 . 4 0 ' L c = 3 8 ° 1 1 ' 5 0 " D c = 5 0 . 4 8 ' T c = L T 3 7 ° 1 2 ' 0 9 " | = 1 0 8 2 + 2 2 . 5 4 P I = e = % 7 0 0.0 0 0' Rc = 2 7 7.2 5' Lc = 0 8 ° 1 1'0 6 " Dc = 1 4 0.4 7' Tc = R T 2 2 ° 4 1'3 5 " | = 1 0 6 9 +6 3.6 3 PI = e = % 1 1 0 0 . 0 0 0 ' R c = 4 5 3 . 0 2 ' L c = 0 5 ° 1 2 ' 3 1 " D c = 2 2 9 . 7 7 ' T c = R T 2 3 ° 3 5 ' 4 7 " | = 1 0 7 6 + 7 4 . 9 1 P I = 1 0 7 0 + 0 0 . 0 0 M A T C H L I N E S T A. 100' DAS DAS 20960 NH 0361-121 5 of 5 GDF 1"=100' GEOM Phone:970-939-6582 Fax: Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLANS US 36 k e m p e r s 4 : 0 5 : 2 2 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T S _ U S 3 6 _ G E O M 20960_RD_SHEETS_US36_GEOM.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of US36 US36 P A R K R I V E R P L R I V E R R O C K C I R C L E C O F F E E O N T H E R O C K S O F T H E R O C K I E S T H E T R A D I N G P O S T DA V IS S T BIG THOMPSON RIVER BIG THOMPSON RIVER P I = 1 0 7 6 + 7 4 . 9 1 | = 2 3 ° 3 5 ' 4 7 " R T T c = 2 2 9 . 7 7 ' D c = 0 5 ° 1 2 ' 3 1 " L c = 4 5 3 . 0 2 ' R c = 1 1 0 0 . 0 0 0 ' e = % P T 10 7 8 + 9 8 .17 P I S T A . 1 0 8 2 + 2 2 . 5 4 P C 1 0 7 4 + 4 5 . 1 5 P T 1 0 7 1 + 0 0 . 4 1 50'0'25'100' P O E = FOR MORE INFORMATION SEE WALL STRUCTURAL SHEETS PROPOSED WALL 2 4 ' 2 6 ' 26 1 of 1 1"=XX' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed9/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PAVEMENT MARKINGS TABULATION OF k e m p e r s 1 2 : 5 1 : 0 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ T A B _ P a v e m e n t M a r k i n g s 20960_RD_SHEET_TAB_Pavement Markings .dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of TRAFFIC PAF SMK GREELEY, CO 80634 10601 W 10TH STREET GDF NH 0361-121 20960GDF 27 2 of 3 1"=XX' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed9/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PAVEMENT MARKINGS TABULATION OF k e m p e r s 1 2 : 4 6 : 5 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ T A B _ P a v e m e n t M a r k i n g s 20960_RD_SHEET_TAB_Pavement Markings .dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of TRAFFIC PAF GREELEY, CO 80634 10601 W 10TH STREET SMK NH 0361-121 20960GDF GDF 28 3 of 3 1"=XX' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed9/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PAVEMENT MARKINGS TABULATION OF k e m p e r s 1 2 : 4 2 : 2 7 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ T A B _ P a v e m e n t M a r k i n g s 20960_RD_SHEET_TAB_Pavement Markings .dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of TRAFFIC PAFPAF SMK GDF GREELEY, CO 80634 10601 W 10TH STREET NH 0361-121 2096020960GDF 29 EXISTING STRIPING MATCH TO - L E F T A R R O W P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 4 + 7 4 - L E F T A R R O W P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 5 + 5 9 - O N L Y P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 5 + 1 2 EXISTING STRIPING MATCH TO IMPROVEMENTS BEGIN STRIPING EXISTING STRIPING END MATCH STA 3401+00 LANE LINE BROKEN 4" WHITE SINGLE MODIFIED EPOXY SOLID CENTERLINE 4" YELLOW DOUBLE MODIFIED EPOXY AUXILLARY LINE 8" SOLID WHITE MODIFIED EPOXY - O N L Y P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 1 + 8 1 - L E F T A R R O W P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 1 + 2 8 - L E F T A R R O W P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 2 + 6 4 - R I G H T A R R O W P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 2 + 1 6 - R I G H T A R R O W P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 1 + 5 2 - O N L Y P A V E M E N T M A R K I N G P R E F O R M E D T H E R M O P L A S T I C S T A 3 4 0 1 + 9 9 EXISTING STRIPING BEGIN MATCH IMPROVEMENTS END STRIPING STA 3405+69 EDGE LINE 6" WHITE SINGE MODIFIED EPOXY V I S I T O R C E N T E R E S T E S P A R K E N T R A N C E S T A N L E Y V I L L A G E 3 4 0 0 + 0 0 3 4 0 1 + 0 0 3 4 0 2 + 0 0 3 4 0 3 + 0 0 3 4 0 4 + 0 0 3 4 0 5 + 0 0 3 4 0 6 + 0 0 3 4 0 8 + 0 0 3 4 0 9 + 0 0 N55°23'31.45"E N51°55'14.56"E N55°27'55.39"E 480.09' 178.50' 217.93' ST ST ST Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information STRIPING IMPROVEMENTS PLAN US 34 & 36 m a t t s o n e 9 : 1 4 : 5 6 A M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ S t r i p i n g 3 4 & 3 6 20960_RD_SHEET_Striping 34 & 36.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GREELEY, CO 80634 10601 W 10TH STREET SMK DAS NH 0361-121 20960GDF GDF BE INCLUDED IN THE COST OF THE EPOXY PAVEMENT MARKINGS. OF THE LOG TO THE PROJECT ENGINEER PRIOR TO WORK BEGINNING. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL THE CONTRACTOR SHALL LAY OUT ALL PERMANENT STRIPING AS LOGGED. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A COPY THE CONTRACTOR SHALL BE REQUIRED TO LOG TYPE, COLOR, AND LOCATION OF EXISTING LANE MARKINGS FOR DUPLICATION.1.) NOTE(S): 30 1 of 1 1"=XX' Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information TRAFFIC CONTROL DEVICES SCHEDULE OF k e m p e r s 1 2 : 1 0 : 4 5 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ T A B _ T r a f f i c C o n t r o l D e v i c e s 20960_RD_SHEET_TAB_Traffic Control Devices.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GDF GREELEY, CO 80634 10601 W 10TH STREET GDF PAF SMK NH 0361-121 20960 31 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/11/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CURB RAMP TABS k e m p e r s 3 : 1 6 : 4 5 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ C R T a b s 20960_RD_SHEET_CR Tabs.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 20960 NH 0361-121 1 of 1 GDF 1"=XX' Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF SMK DAS 32 PPPP PP SA PP PP PP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/12/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information MARY'S LAKE RD. US 36 k e m p e r s 9 : 1 5 : 4 3 A M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ U S 3 6 _ M a r y s L a k e 2 0 . d g n 20960_RD_SHEET_US36_MarysLake20.dgn Project No./Code 1 of 1 1"=XX' Phone: 970-939-6582 Colorado Department of Transportation Region 4 10'0'5'20' PAVEMENT MARKING AROUND POST STRIPE 37 LF OF DOUBLE YELLOW REMOVE CROSSWALK STRIPING TYPE 2 (SECTION I-B) (70 LF) CURB AND GUTTER REMOVE/REPLACE PAVE AND STRIPE TO PROPOSED ROW EXIST ROW EXIST ROW CONCRETE CURB RAMP (10 SY) 2 3 4 5 6 7 8 1 PUSH BUTTON 1 EACH RESET PEDESTRIAN GDF MARY'S LAKE DAS SMK 10601 W 10th Street Greeley, CO 80634GDF US-36 L A K E R D M A R Y ' S ASPHALT MAT (25 SY) REMOVE EXISTING MATERIAL (CONCRETE) 300 SF INSTALL MEDIAN COVER 12 ' R=65' AND PED PUSH BUTTON 23 SY ASPHALT MAT, GUTTER TYPE 2 (SECTION I-B), REMOVE 61 LF CURB AND 8 TONS HOT MIX ASPHALT 4 CY ABC (CLASS 6) 1 0 1 8 + 0 0 1 0 1 7 + 0 0 33 3 3 9 4 + 0 0 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information Library North CURB RAMP STA: 3394+16 k e m p e r s 4 : 2 6 : 5 1 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ C u r b R a m p s . d g n 20960_RD_SHEET_Curb Ramps.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF 20960 NH 0361-121 1 of 5 GDF 1"=XX' 5'0'2.5'10' E ELKHORN AVE 6' ADA RAMPS 1 2 3 4 5 6 78 9 10 11 12 13 17 16 15 14 19 20 21 SMK DAS RESET PULL BOX US 34 ALG S T A 3 3 9 4 + 2 0 S T A 3 3 9 4 + 4 0 18 SIDEWALK PAY AREA ASPHALT PAY AREA LEGEND INSTALL 8 LF CURB AND GUTTER TYPE 2 (609-21020) INSTALL 18 SY CONCRETE CURB RAMP (608-00010) INSTALL 17 SY CONCRETE SIDEWALK (608-00000) INSTALL 5 CY AGGREGATE BASE COURSE (304-06007) RESET 2 PULL BOXES (210-00827) REMOVE 4 SY ASPHALT MAT (202-00220) REMOVE 32 SY CONCRETE CURB RAMP (202-00206) STA 3394+16 34 3 3 9 4 + 0 0 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information Library South CURB RAMP STA: 3394+16 k e m p e r s 4 : 2 8 : 0 9 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ C u r b R a m p s . d g n 20960_RD_SHEET_Curb Ramps.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF 20960 NH 0361-121 2 of 5 GDF 1"=XX' 6' 5'0'2.5'10' E ELKHORN AVE ADA RAMPS 4 8 9 10 6 7 11 5 3 2 1 SMK DAS 1 EACH RESET PULL BOX US 34 ALG S T A 3 3 9 4 + 0 0 S T A 3 3 9 4 + 2 0 SIDEWALK PAY AREA ASPHALT PAY AREA LEGEND INSTALL 9 SY CONCRETE SIDEWALK (608-00000) INSTALL 3 CY AGGREGATE BASE COURSE (304-06007) RESET 1 PULL BOX (210-00827) REMOVE 4 SY ASPHALT MAT (202-00220) REMOVE 20 SY CONCRETE CURB RAMP (202-00206) STA 3394+16 35 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/4/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information US34/36 Intersection SW CURB RAMP STA: 3400+10 k e m p e r s 2 : 0 0 : 4 7 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ C u r b R a m p s . d g n 20960_RD_SHEET_Curb Ramps.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-939-6582 Colorado Department of Transportation 10601 10TH STREET GREELEY, CO 80634 Region 4 GDF 20960 NH 0361-121 3 of 5 1"=XX' 5'0'2.5'10' N ST VRAIN AVE ADA RAMPS 1 2 3 4 5 6 7 8 9 10 SMK DAS GDF ASPHALT PAY AREA LEGEND SOD PAY AREA F/A SPRINKLERS (700-70320) INSTALL 17 SY CONCRETE CURB RAMP (608-21010) INSTALL 3 CY AGGREGATE BASE COURSE (304-06007) INSTALL 102 SF SOD (212-00050) REMOVE 6 SY ASPHALT MAT (202-00220) REMOVE 2 SY BRICK PAVERS (202-00207) REMOVE 17 SY CONCRETE CURB RAMP (202-00206) STA 3400+10 AND TIMING ON THE CONTROLLER TO ESTABLISH THE SOD. OPERATORS OF THE EXISTING SPRINKLER SYSTEM TO ADJUST HEAD LOCATIONS 1) THE CONTRACTOR SHALL BE RESPONSIBLE TO WORK WITH THE MAINTENANCE NOTE: 36 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/4/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information US34/36 Intersection SE CURB RAMP STA: 3401+62 k e m p e r s 2 : 0 7 : 3 3 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ C u r b R a m p s . d g n 20960_RD_SHEET_Curb Ramps.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-939-6582 Colorado Department of Transportation 10601 10TH STREET GREELEY, CO 80634 Region 4 GDF 20960 NH 0361-121 4 of 5 1"=XX' INSTALL 4 SY CONCRETE CURB RAMP (608-00010) INSTALL 10 LF CURB & GUTTER TYPE 2 (609-21020) INSTALL 1 CY AGGREGATE BASE COURSE (304-06007) REMOVE 4 SY ASPHALT MAT (202-00220) REMOVE 8 SY CONCRETE CURB RAMP (202-00206) STA 3401+62 5'0'2.5'10' EB US-34 N S T V R A I N A V E 10' ADA RAMPS SMK DAS GDF SIDEWALK PAY AREA ASPAHLT PAY AREA LEGEND 37 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information US34/36 Intersection NE CURB RAMP STA: 3399+46 k e m p e r s 4 : 3 0 : 4 9 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ 2 0 9 6 0 _ R D _ S H E E T _ C u r b R a m p s . d g n 20960_RD_SHEET_Curb Ramps.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 4Region GDF 20960 NH 0361-121 5 of 5 1"=XX' CURB RAMP STA: 3399+46, 74' Lt. US-34 HCL 5'0'2.5'10' 6 ' 10 ' CONCRETE CURB RAMP (17.0 SY) N S T V R A I N A V E ADA RAMPS 6 3 5 4 1 2 SMK DAS GDF PROTECT IN PLACE SPRINKLER LINE ASPHALT PAY AREA LEGEND 38 Installation Detail Automatic Traffic Recorder (ATR) ITS NTS J.McDowell DAS Call 5 days in advance of installation for layout assistance. Coordinate installation with Jose Segovia, CDOT Division of Transportation Development, at 303-880-0691. Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed 10/3/2023Print Date: Horiz. Scale: ATR Detail 2 lane.dgn Vert. Scale: N/A Project No./Code File Name: Unit Information k e m p e r s 4 : 1 2 : 0 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ D r a w i n g s \ A T R D e t a i l 2 l a n e . d g n NH 0361-121 20960 1 of 1 Unit Leader: SSchnake Phone:970-939-6582 Colorado Department of Transportation 10601 W 10TH STREET GREELEY, CO 80634 Region 4 GDF Shoulder Shoulder 16' Saw slot exit (minimum of 5 twists per foot) Lead or feeder wire All dectector loops shall measure 6 feet by 6 feet (within 1 inch tolerance). Loops shall be centered in the travel lane with two sides parallel to the lane striping. of 16 feet from leading edge to leading edge (within 1 inch tolerance). Loop sets (two loops in a series) within a single lane shall be separated by 10 feet resulting in a distance Piezo Sensors" in the Project Specifications. The wire shall be seated in the bottom of the saw slot. All loops shall be four turns of the loop wire specified in "Revision of Section 614, Inductive Loops and ATR Install Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Graduated lead wire slot Excess epoxy shall be removed to avoid unnecessary high spots. All saw slots and drilled holes shall be sealed using a two-part self-curing, self-bonding weatherproof epoxy. Plan View Loop Geometrics and Installation Loop Detector Wire Detail A C A The loop detector slots shall be sawed after planing and before laying the first lift of pavement. (corner stress relief) 1½" Corner Hole cut to a minimum depth of 3½ inches. All loop, loop lead, and feeder wire saw slots shall be a minimum of ⅜ of an inch wide and All loop corners shall be rounded using a 1½ inch hole drilled to a minimum depth of 3½ inches. Cross Section Loop Detector Wire Installation Section C-C detector wire four turns of loop Each loop shall have Loop Detector Wire. …" (See ATR Install note 12) ½" DIA. Backer-rod or Milled Surface Existing Pavement Overlay a straight edge All saw slots shall be as straight as possible and shall not vary more than ½" when checked with Two-part Epoxy C Controller Cabinet Call 5 days in advance of installation for layout assistance. Coordinate installation with Mark Groetken, CDOT ITS Maintenance, at 303-886 3918. No more than one set of loop lead wires shall be placed in a saw slot. water and compressed air. Surface and slots shall be dry before installation. Before installing the loop detector wires, all saw slots shall be cleaned of debris using 2" Conduit Medain 39 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 7 : 0 7 : 2 2 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 0 1 _ G e n e r a l _ I n f o r m a t i o n _ 1 . d g n 20960_W01_General_Information_1.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP Unit 0222 AAH GENERAL NOTES WXX XX Cross Reference Drawing Number Section or Detail Identification LEGEND FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS INDEX OF DRAWINGS Project Abbreviations are provided below, for additional Abbreviations refer to M-100-2. front of wall must independently verify wall stability for their operations. must be complete prior to wall construction. Any future construction or excavation in All construction at or below bottom of wall, including placement of drainage structure vary. Limits of excavation shown in General Layout plans are approximate; actual limits may Horizontal control lines for walls are identified as wall layout lines on plans. regulations and requirement and all applicable contract requirements. for handling, loading and lifting which comply with all federal, state and local safety laws, lifting and erection. The Contractor shall devise and execute project specific procedures The Contractor shall make an independent review and analysis of all handling, loading, contained in a Report dated 11/10/2022, Project No. 720.01. Consulting Group. The subsurface conditions and recommendations for the Project are The Soil and Foundation Investigation for this Project was performed by RockSol from the wall and reinforced backfill to ensure moisture content control of fill. wall during construction. Storm water runoff is to be controlled and discharged away The Contractor is responsible for controlling storm water drainage in vicinity of the shown on the contract plans. The stations and offsets shown are along wall layout line and reference wall stations as other earthwork. 1987 at least 3 days (not including the day of notification) prior to any excavation or The Contractor shall contact the Utility Notification Center of Colorado at 1-800-922- as may be necessary to avoid damage thereto. for making their own determination as to the type and location of underground utilities utilities is not guaranteed to be accurate or all inclusive. The Contractor is responsible The information shown on these plans concerning the type and location of underground before ordering or fabricating any material. recent field survey. The Contractor shall verify all dependent dimensions in the field Stations, elevations, and dimensions contained in these plans are calculated from a during all stages of construction. The Contractor shall be responsible for the stability of the structure and excavation Retaining Wall exposed face shall be formed with Scott's Formliner #159, Split Face Rock. to be selected from test panels provided by the Contractor. required as shown on the Coating Detail on the Typical Section sheets. The colors are A colored Structural Concrete Stain Finish, equivalent to AMS-STD-595 30145, will be Class 0, corresponding to Sulfate Exposure Class 0. Structural concrete exposed to soil shall conform to Cementitious Materials Requirements N denotes non-coated reinforcing steel. All reinforcing steel shall be epoxy coated unless otherwise noted. Grade 60 reinforcing steel is required. Expansion joint material shall meet AASHTO Specification M213. Structure excavation and backfill shall be as shown on the plans. 2023 Standard Specification and the Project Special Provisions. All work shall be in accordance with the Colorado Department of Transportation (if blank or dash, reference is to same sheet) EXCAVATION & BACKFILL DETAILSW12 PRECAST CONCRETE MODULAR WALLW11 CIP WALL DETAILS (2 OF 2)W10 CIP WALL DETAILS (1 OF 2)W09 WALL HYDRAULIC INFORMATIONW08 WALL HYDRAULIC INFORMATIONW07 ENGINEERING GEOLOGYW06 GENERAL LAYOUT TYPICAL SECTIONW05 GENERAL LAYOUT PLAN & ELEVATIONW04 GEOMETRIC LAYOUTW03 SUMMARY OF QUANTITIESW02 GENERAL INFORMATIONW01 US-36 & 34 EMBANKMENT WALLS GENERAL INFORMATION R036A006228RRAD. Adams D. Gonzales Wall 20960 W01 I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G WALL DESCRIPTION Located parallel to US 36 Design Height = 11.50' Length along wall HCL = 193.08' Hybrid Precast Concrete Modular and CIP Concrete Gravity Wall Str R036A006228RRA of NH 0361-21 Expn E.S. CIP BF Appr. Slb Rd LOL FF = Slab = Road = Layout Line = Front Face = Expansion = Each Side = Cast-in-Place = Back Face = Approach DESIGN DATA: Seismic Design Criteria: Extreme Event 1 Load Combination Resistance Factor for Sliding = 0.8 Resistance Factor for Bearing = 0.45 Nominal Bearing Resistance = 80.5 ksf Biotite Schist: = 160 pcf, o = 45° Bedrock: Reinforcing Steel: fy = 60,000 PSI Concrete Class D: f'c = 4,500 PSI Reinforced Concrete: Structure Backfill (Class 1): = 125 pcf, o = 34° Soil Properties: Lateral Deformation / Displacement Overall Stability (aka Global Stability) is Correlated to Settlement Criteria Service I Bearing Pressure Compared to Service Bearing Resistance, Which Service I Limit State: Reinforced Concrete Structural Strength Sliding Resistance Resultant Force Location for Overturning Resistance Bearing Resistance Strength I Limit State, Extreme Event I Limit State: Live Load Soil Surcharge: 2 ft. Design Method: Load and Resistance Factor Design AASHTO LRFD Bridge Design Specifications, 9TH Edition, 2020 EQ PGA S S F S S 1 pga DS Site Class D Seismic Zone I = 0.0595 g = 0.156 g = 1.2 = 0.035 g = 0.13 g = 0.06 g = 0.5 SD1 M R M 9 / 2 3 J K 9 / 2 3 D M A 9 / 2 3 12 40 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 7 : 0 5 : 1 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 0 2 _ Q u a n t i t i e s . d g n 20960_W02_Quantities.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP Unit 0222 AAH D. Adams D. Gonzales Wall W02 R036A006228RRA SUMMARY OF QUANTITIES US-36 & 34 EMBANKMENT WALLS 20960 of NH 0361-21 I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G M R M 9 / 2 3 J K 9 / 2 3 D M A 9 / 2 3 SUMMARY OF QUANTITIES 12 41 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 6 : 5 7 : 0 5 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 0 3 _ G e o m e t r i c L a y o u t . d g n 20960_W03_Geometric Layout.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP 1:20 Unit 0222 AAH US-36 & 34 EMBANKMENT WALLS GEOMETRIC LAYOUT D. Adams D. Gonzales Wall R036A006228RRA W03 NH 0361-21 20960 I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G of 10'0'5'20' Begin R036A006228RRA Sta 100+00.00 End R036A006228RRA Sta 101+93.08 R iv e r B ig T h om p son US 36 EB PI 100+30.56 PI 100+60.34 PI 100+89.94 PI 100+99.59 PI 101+42.26 PI 101+73.75 1 0 7 0 + 0 0 1 0 7 1 + 0 0 10 7 2 + 0 0 US 36 WB R036A006228RRA Layout Line Ò US 36 M R M 9 / 2 3 J K 9 / 2 3 D M A 9 / 2 3 1 0 0 + 0 0 10 1 + 0 0 30.56'29.79' 29.59'9.66' 42 .67 ' 31 .49 ' 19.33' 12 42 SASA N61°17'38.85"E 1071+00.41 PT 1069+63.63STA. PI e = % 700.000'Rc = 277.25'Lc = 08°11'06"Dc = 140.47'Tc = RT22°41'35"| = 1069+63.63PI = Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 6 : 5 5 : 4 4 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 0 4 _ P l a n & E l e v a t i o n . d g n 20960_W04_Plan & Elevation.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP 1:20 Unit 0222 AAH 10 1 + 0 0 1 0 0 + 0 0 US-36 & 34 EMBANKMENT WALLS GENERAL LAYOUT D. Adams D. Gonzales Wall R036A006228RRA W04 NH 0361-21 20960 I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G of 20'0'10' 0' 20' 0'1 ELEVATION PLAN 100+00 100+50 101+00 102+00101+50 10'0'5'20' PLAN & ELEVATION End R036A006228RRA Sta 101+93.08 Begin R036A006228RRA Sta 100+00.00 to Estes ParkUS 36 EB R iv e r B ig T ho m p son El. 7558.50' 7530 7550 7570 7530 7550 7570 (Projected) Big Thompson River Thalweg Bottom of Wall Top of Wall Existing GradeBF Finished Grade El. 7558.50' R036A006228RRA Length = 193'-1"End R036A006228RRA Sta 101+93.08Sta 100+00.00 Begin R036A006228RRA Taken along Layout Line US 36 WB to be removed Existing Gasline Excavation Limits Approx. Structure replacement pavement section asphalt. See roadway plans for Saw Cut and Remove existing ~ D50 = 12" (min.) Riprap ~Limits of Grading Ò US 36 R036A006228RRA Layout Line 7550 ' 7555 ' 7550'7555' 1 0 7 0 + 0 0 10 7 1+ 0 0 Sta. 100+62.23 Inlet Special Sta. 100+42.23 Inlet Special Sta. 100+82.23 Inlet Special FF Finished Grade 7560 7540 7560 7540 Sta. 100+62.23 Inlet Special Sta. 100+42.23 Inlet Special Sta. 100+82.23 Inlet Special M R M 9 / 2 3 J K 9 / 2 3 D M A 9 / 2 3 (Typ.) Inv. EL. 7550.50' Inlet Special Outlet Preliminary Effective Floodway 100-Yr Floodplain Preliminary Effective 500-Yr Floodplain Preliminary Effective 12 43 C: "'.,,C: 0 �"(/1 c " ·a. >, >-I "'0 ;,:: I 0 "' O> 0 N / " g' "ii 0 '5 / " "' / 0 Q. " 2 " " "'C: ·o �" � "'"'.,, C: 0 ... "' " :, 0 "' O> 0 N f""·eQ. C: 0 0 -" .2 c u fa 0 u f" .!!, 0 .i:: L,J"'"' �s� --- ;;}_ <"' " .::: 13 .., .,-:e � 1:---g £i � 0 .,m .!! "CJ ;i � C: " 0 Q) :, .c OU L,J"'"' �s� 3""' >- a:: a:: _z 0"' ·a -., .... ........ 0 i& .,,.,, ., .,E� ., .c OU L,J"' <� 0 O> ,-.,-,-. 3< >- "' C: z "'-0 ;;;,-. " ,-,-. 0 �& .,,.,, ., Q) 1.Q �" Q) Q) .c OU "i" e ..., _"§ Q) I _§ (/1 Q) 0 2 Q) ,_ (.) C 0 (.) Wall Layout Line� I 100-Yr S7 EL. 7558.00' Bottom of Precast Modular Wall Top of CIP Gravity Wall EL. 7553.00' 2'-3" I I � I.J '-/-= ""---� - I- I I I I / ,, / Gutter Type--;/� (2 F cot) I �Existing I Grade I ..., (/) 0 (.) Q) ct 25-Yr S710-Yr ¥ -= I ; .____J........11.1 ------.. // 1) 0 ;;: EL. 7549.00' 2 FF Q) ,_ (.) C 0 (.) Q) u 0 0:: I C T (/) 0 (.) Bottom of Wall 6" min below bedrock elevation EL. 7547.00' max. Top of Bedrock TYPICAL SECTION CD See Note 1 Hydraulic Event Water Surface Elevation Finished Grade 100-Yr 7557 .0' 25-Yr 7553.2' 10-Yr 7552.7' ) L---0 I b STAIN DETAILS b NOTES: 1. Extents of Structural Concrete Stain with AMS-STD-595 30145, "Canyon" 2. Top of Wall Elevation of 7558.50' is minimum allowable. Contractor may elect to increase Top of Wall Elevation to a maximum of 7559.50' based on available dimensions of Precast Concrete Modular Blocks. Print Date: 10/2/2023 Sheet Revisions File Name: 20960_ W05_ T ypicol Section.dgn Colorado Department of Transportation As Constructed US-36 & 34 EMBANKMENT WALLS GENERAL LAYOUT TYPICAL SECTION Project No./Code A ll seals for this set of drawings ar e ap pli ed to the cover page(s) Date: Comments Horiz. Scole: 1:20 Vert. Scale: I nit. _1----+-----------1...;....;.-1 Unit Information Unit 0222 AAH r--, 'll RockSo 1 ��i:��.co.so241 rr==,·1----1------------11----1 Consulting Group, Inc. ��Jt?��om c:=J Region 4 Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP No Revisions: Revised: .,_D_e_s_ig_n_e_r _:____ D_._A_d_a_m_s_. Structure I R036A006228RRA .,_ ________ ___. Detailer: D. Gonzales Numbers IVoid: Sheet Subset: Wall Subset Sheets: W05 of 12 NH 0361-21 20960 Sheet Number 44 SASA El. 7559.5 B-3 El. 7557.4 B-1 El. 7559.3 B-4 El. 7556.9 B-2 Wall Layout Line Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 6 : 5 2 : 4 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 0 6 _ E n g i n e e r i n g G e o l o g y . d g n 20960_W06_Engineering Geology.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP 1:20 Unit 0222 AAH 7555 755 0 10 1 + 0 0 1 0 0 + 0 0 1 0 0 + 0 0 . 0 0 S T A . P O B = 1 0 1 + 9 3 . 0 8 S T A . P O E = US-36 & 34 EMBANKMENT WALLS ENGINEERING GEOLOGY D. Hunt D. Gonzales Wall R036A006228RRA W06 NH 0361-21 20960 I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D G H 9 / 2 3 D R G of 20'0'10' 0' 10' '5 ELEVATION PLAN 7550 7560 100+00 100+50 101+00 102+00101+50 7560 7550 10'0'5'20' # = Geotechnical Borehole B - 7540 7540 SUMMARY OF TEST RESULTS LEGENDTYPE OF MATERIAL D G H 9 / 2 3 J K 9 / 2 3 D M A 9 / 2 3 12 B-1 B-1 0-9 NP NP NP B-1 4 13 7.6 120.1 B-1 9 5 9.0 130.5 B-2 0.75-9 24 15 9 B-2 0.76 13 3.1 138.0 B-2 4 23 10.6 122.8 B-2 9 2 1.4 Water Content (%) Borehole Liquid Limit Plastic Limit Plasticity Index %<#200 Sieve Classification USCS Depth (ft) Dry Density (pcf)AASHTO B-3 B-4 1-9 20 19 1 28 SM A-2-4 (0) LITHOLOGY Asphalt Pavement Fill - SAND, gravelly SAMPLE TYPE MODIFIED CALIFORNIA SAMPLER 2.5" O.D. AND 2" I.D. WITH BRASS LINERS INCLUDED HQ WIRELINE CORING WITH TRIPPLE TUBE (2.75" O.D.) Bedrock - Biotite Schist Fill - BOULDERS AND COBBLES Fill - GRAVEL AND SAND Bulk Sample (ODEX Cuttings) Fill - SAND, clayey to silty GROUND WATER LEVEL AT TIME OF DRILLING Fines Content indicates amount of material, by weight, passing the US No 200 Sieve (%) 15/12 Indicates 15 blows of a 140 pound hammer falling 30 inches was required to drive the sampler 12 inches. 50/11 Indicates 50 blows of a 140 pound hammer falling 30 inches was required to drive the sampler 11 inches. 5,5,5 Indicates 5 blows, 5 blows, 5 blows of a 140 pound hammer falling 30 inches was required to drive the sampler 18 inches. RQD Indicates Rock Quality Designation Aggregate Base Course 35/12 8/12 MC MC RC BULK 50/11 11/12 18/12 MC MC MC BULK B-2 B-4 BULK SS 9/6/5 SS 12/14/27 50/1SS BULK SS 9/6/5 SS 12/14/27 50/1 SS B-3 Sulfate (%) 0.00 0.00 0.06 0.03 45 E A 7 5 5 9 .7 7 5 6 1 . 4 75 5 9 7 5 5 7 7 5 5 5 7 5 5 3 7 5 5 2 7 5 5 0 7 5 4 9 754 8 7550 7549 75 4 8 XX LEGEND 7560.0 EFFECTIVE CROSS SECTIONS EFFECTIVE CROSS SECTIONS BASE FLOOD ELEVATION LINE 100-YEAR FLOODWAY 100-YEAR FLOODPLAIN 500-YEAR FLOODPLAIN 7560.0 1.A PORTION OF THIS PROJECT IS LOCATED IN THE FEMA- REGULATORY FLOODPLAIN OF BIG THOMPSON RIVER AND IS SUBJECT TO THE PROVISIONS OF THE NATIONAL FLOOD INSURANCE PROGRAM (NFIP) ADMINISTERED LOCALLY BY THE TOWN OF ESTES PARK. 2.A FLOODPLAIN DEVELOPMENT PERMIT MUST BE ACQUIRED FROM THE TOWN OF ESTES PARK PRIOR TO ANY MOBILIZATION IN THE BIG THOMPSON RIVER. 3.FLOODWAY PORTIONS OF THE PROJECT MUST BE CERTIFIED TO CAUSE NO RISE IN THE BASE FLOOD ELEVATION (BFE), AS MEASURED TO THE NEAREST 0.00 FT. FLOODPLAIN NOTES:5.PAYMENT FOR THE AS-CONSTRUCTED SURVEY OF THE WALL, EMBANKMENT, AND RIVER GRADING ALONG WITH THE ROADWAY WITHIN 100 FEET OF THE ENDS OF THE WALL IN THE FLOODPLAIN AND FLOODWAY PORTIONS OF THE BIG THOMPSON RIVER SHALL BE INCLUDED IN ITEM 625 CONSTRUCTION SURVEYING AND 625 SURVEY SPECIAL. 6.ALL CONDITIONS OF PERMIT APPROVAL FROM THE TOWN OF ESTES PARK SHALL BE SATISFIED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. THIS MAY INCLUDE CONSTRUCTION RESTRICTIONS, CERTIFICATION, AS-BUILTS AND OTHER POST-PROJECT REQUIREMENTS TO BE DETERMINDED AT THE DISCRETION OF THE TOWN OF ESTES PARK'S FLOODPLAIN ADMINISTRATOR. 7.FLOODPLAIN AND FLOODWAY BOUNDARIES ARE IDENTIFIED ON THIS SHEET; OTHER FLOOD HAZARDS MAY EXIST IN THIS CORRIDOR THAT ARE NOT REFLECTED IN FEMA-REGULATORY MAPPING. 8.ALL ELEVATIONS IDENTIFIED HEREIN ARE IN FEET IN NAVD 1988 DATUM. 9.INFORMATION HEREIN SHALL BE USED FOR FLOODPLAIN PERMITTING PURPOSES EXCLUSEIVELY BY CDOT FOR PROJECT 20960, AND FOR NO OTHER PURPOSES OR FDP APPLICATIONS. 4.THE CONTRACTOR SHALL SUBMIT THE AS-CONSTRUCTION SURVEY OF THE FLOODPLAIN AND FLOODWAY PORTION OF THE DISTURBED RIVER, THE WALL, ROAD WITHIN 100 FEET OF EITHER END OF THE WALL, AND ANY OTHER DISTURBED EMBANKMENT MATERIAL IN THE WALL WORK AREA TO THE PROJECT ENGINEER TO RESTORE THE EXISTING CONDITIONS GRADES APART FROM THE WALL TO PRE-PROJECT ELEVATIONS OR SLIGHTLY LOWER, AS DETERMINED BY THE 625 SURVEY SPECIAL. COMPARISON OF THE PRE-PROJECT TO AS- CONSTRUCTED ELEVATIONS MUST BE COMPLETED USING 2-DIMENSIONAL HYDRAULIC ANALYSIS TO PROVE NO-RISE IN THE BFES RECORDED IN 2021, AND CORRECTIONS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE UNTIL FURTHER SURVEY AND ANALYSIS CONFIRMS FINAL GRADING ACHIEVES NO-RISE. FINAL ACCEPTANCE SHALL BE WITHHELD UNTIL CONFIRMATION IS PROVIDED TO THE PROJECT ENGINEER BY THE REGION 4 HYDRAULICS RESIDENT ENGINEER OR THEIR DELEGATE. US-36 B IG THOMPS ON R IVER Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: NONE File Name: Unit Information WALL HYDRAULIC INFORMATION R i c k s R 4 : 3 7 : 4 4 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ H y d r a u l i c s \ D r a w i n g s \ 2 0 9 6 0 H Y D R A A H y d r I n f o S h e e t 1 . d g n 20960HYDR AA HydrInfoSheet 1.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of R036A006228RRA R. RICKS M. HICKOX 20960 NH 0361-21 1 of 2 1"=100' DRAINAGE Phone:970-350-2174 Fax:970-350-2181 Colorado Department of Transportation Greeley, CO 80634 4Region JP W07 of 12Wall 46 PROPOSED 100-YR WSEL MIN. CHANNEL ELEV. WALL OUTLINE APPROXIMATE STA. XX+XX PROPOSED WALL INCIDENTAL TO PAY ITEM 506-RIPRAP GRADE. NATIVE FILL SHALL BE OVER RIPRAP TO MATCH EXISTING FF FINISHED GRADE. PLACE NATIVE FILL MIN THICKNESS = 2'-0" = 12")50(DRIPRAP ELEV. 7543.7' 500-YR SCOUR AGAINST BEDROCK REQUIRED WHEN RIPRAP PLACED WHEN PLACED AGAINST SOIL. NOT GEOTEXTILE (DRAINAGE) (CLASS 1) WHICHEVER IS ENCOUNTERED FIRST ELEV. 7543.5' OR KEY 6" INTO BEDROCK, ELEV. 7547.00' ELEV. 7549.5' ESTIMATED BEDROCK TOP OF WALL HYDRAULIC INFORMATION STAGE - DISCHARGE CURVEFLOOD FREQUENCY CURVE 100-YEAR EVENT* COMPARISON OF HYDRAULICS DURING 500-YEAR EVENT* COMPARISON OF HYDRAULICS DURING ELEVATION AT THE UPSTREAM END OF THE WALL. MAIN CHANNEL. FREEBOARD COMPUTED RELATIVE TO THE WATER SURFACE *COMPARISON OF HYDRAULICS MADE AT THE MID-POINT OF THE WALL IN THE CL CHANNEL TOWARDS RIPRAP THICKNESS. BEDDING WHICH DOES NOT COUNT LOCALLY SOURCED SAND AND GRAVEL CONTRACTOR HAS OPTION TO ADD 0.5' OF EXCAVATION QUANTITIES. GEOTEXTILE, AND UNCLASSIFIED SEE ROADWAY PLANS FOR RIPRAP, INCLUDED IN THE COST OF RIPRAP. OR PAID FOR SEPARATELY BUT INSTALLATION WILL NOT BE MEASURED THE INSTALLATION OF THE RIPRAP. ANY AND ALL COST ASSOCIATED WITH THE CONTRACTOR IS RESPONSIBLE FOR (PERPENDICULAR TO WALL). RIPRAP SLOPES ARE NO STEEPER THAN 1.5:1 4. 3. 2. 1. NOTES: 100-YEAR RECURRENCE RESULTS CHANNEL DESCRIPTION - 136.9 SQ.MI.DRAINAGE AREA - 2170 CFSFLOW UPSTREAM OF WALL: MEDIUMDEBRIS POTENTIAL: 0.05 OVERBANK 0.06 MANNINGS "n" FOR DESIGN CHANNEL - STRAIGHT MEANDERING BRAIDEDSTREAM FORM: BOULDERS - CLAY SILT SAND GRAVEL COBBLES OTHERBOTTOM MATERIAL SIZE: D I S C H A R G E ( C F S ) RECURRENCE INTERVAL (YEARS) SCOUR ANALYSIS RESULTS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: NONE File Name: Unit Information WALL HYDRAULIC INFORMATION R i c k s R 4 : 3 9 : 2 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ H y d r a u l i c s \ D r a w i n g s \ 2 0 9 6 0 H Y D R A A H y d r I n f o S h e e t 2 . d g n 20960HYDR AA HydrInfoSheet 2.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of Phone:970-350-2174 Fax:970-350-2181 Colorado Department of Transportation Greeley, CO 80634 4 Region JP R036A006228RRA R. RICKS M. HICKOX 20960 NH 0361-21 2 of 2 NONE DRAINAGE RIPRAP DETAILS 1.5 MAX. 1 1' M I N. Wall W08 of 12 47 2' - 3 " m i n . 1'-0"5'-0"1'-0" 4 ' - 0 " V a r i e s 7'-0" 2'-6" 9 " 1'-0" 1'-3"3'-9" 6" 7" 4 " 7"4'-5" 2'-3"4'-9" W a l l H e i g h t V a r i e s 3 ' - 0 " M a x . 6 " m i n . 8 " ( m i n ) 1 0 " ( m i n ) 5" 2" clr. Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 6 : 5 0 : 5 4 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 0 9 _ W a l l - C I P W a l l D e t a i l s . d g n 20960_W09_Wall- CIP Wall Details.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP 1:1 Unit 0222 AAH REINFORCING 8"8" 1 ' - 6 " 6" TYPICAL SECTION #5 @ 1'-0" 2" Clr D. Adams D. Gonzales Wall W09 CIP WALL DETAILS US-36 & 34 EMBANKMENT WALLS 20960 of NH 0361-21(1 OF 2) I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G Wall Layout Line #3 @ 10" 1 ' - 3 " 3" #4 cont. LATERAL KEY 3 " C l r #5 @ 9" E.F. Top and Bottom #5 @ 9" Estimated EL. 7549.5' Top of Bedrock EL. 7553.00' Top of CIP Gravity Wall EL. 7547.00' max. Min 6" into bedrock Bottom of CIP Gravity Wall 6 ' - 0 " M i n . 2 ' - 0 " M i n . Shear Key 1 4 1 4 EL. 7549.00' #4 (3 Tot.) with Cement Grout Project 8" into bedrock Rod x 24" @ 4'-0". 1"ß F1554 L-Bolt Anchor See Lateral Key detail Construction Joint #5 @ 9" 3" Clr 2 " C l r NOTES: be paid per plan quantities. embedment into bedrock. Concrete quantities shall not be measured, but will Bottom of Wall Elevation shall be lower of EL. 7547.00' or 6" min. Formliner #159 to 1'-0" mininum below Finished Grade. Wall front face shall receive Form Liner Finish: Split Face Rock Scott's shall be incidental to Item 601 Concrete Class D (Wall). as embedded cooling pipes, grout, and mortar shall not be measured but such as cooling tubes. Items associated with the Thermal Control Plan, such Control Plan and providing an Internal Cooling System for Mass Concrete, Contractor may elect to avoid construction joints by preparing a Thermal Construction Joints shall be located at 3'-0" maximum vertical spacing. Contractor may elect to substitute 2-ft height shear key for Anchor Rods. incidental to Item 211 Rock Dowel. the work, including drilled holes, grout, dewatering, and anchor rod shall be diameter drilled holes with high-strength cement grout. All items included in Anchor Rod shall be embedded 8" min. into competent bedrock within 5" elevations may vary. accepted geotechnical engineering practice. Actual competent bedrock Competent bedrock elevations were estimated in accordance with generally calculations that lateral resistance is provided through other means. modified or removed if precast modular block wall manufacturer provides in-place gravity wall and precast modular block wall. Connection can be Lateral Key provided to provide external stability connection between cast- batter and elevation 7558.00'. Wall Layout Line defined at intersection of nominal 4V:1H wall front face 7. 6. 5. 4. 3. 2. 1. R036A006228RRA S e e N o t e 5 CL M R M 9 / 2 3 J K 9 / 2 3 D M A 9 / 2 3 #4 E.F. 1'-6" min. lap Extend 2'-6" past end of interrupted bar or otherwise develop. Additional Bars = number of bars interrupted, bundled with usual bars. WALL PENETRATION DETAIL Applicable for conduits larger than 4" ß 2 " C lr ROCK DOWEL DETAIL (min) ( m i n ) Optional Concrete 1"ß Anchor Rod Cement Grout Bedrock 12 48 1'-0" 20'-0" 2 ' - 0 " (Note 1) 8" Plastic Pipe PVC Bell Concentric or Eccentric Swale Inlet Gutter Type 2 (2 Foot) conflicts with wall Bend in pipe to avoid Construction Joint Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 6 : 4 8 : 0 6 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 1 0 _ W a l l - C I P W a l l D e t a i l s . d g n 20960_W10_Wall- CIP Wall Details.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP 1:1 Unit 0222 AAH EXPANSION JOINT Wall Layout Line ¾" Chamfer Class D) (incidental to Concrete Material (Nail in Place) ½" Expansion Joint (Incidental to Concrete Class D) Filter Fabric. 1'-0" min width. Longitudinal Rebar 2" Clr (Typ) I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G US-36 & 34 EMBANKMENT WALLS CIP WALL DETAILS (2 OF 2) D. Adams D. Gonzales Wall W10 of NH 0361-21 20960 @ 20'-0" max. WALL DRAINAGE Grade, Slope 2% Min Located 3" Above Finished 3"ß Drain Pipe @ 20'-0" max, Tied Securely Geotextile Filter Fabric, Filter Material Wrapped in One Cubic Foot of Class B Geocomposite Drain Retaining Wall or Approved Continuous Behind Class B Filter Material Gutter Type 2 (2 Foot) WALL EXPANSION JOINTS Extend Full Wall Height Front Face Finished Grade 3" ß Drain Pipe 2'-0" min. max. R036A006228RRA NOTES: 3" diameter drain pipe is incidental to Item 608 - Geocomposite Drain. Wall Drainage filter material to be paid as Item 608 - Geocomposite Drain, units SY. Min. See Note 2. FF Finished Grade, Slope 2% Daylight Outlet Pipe 6" above Finished Grade INLET SPECIAL DETAIL #5 NOTES: through construction joints. See Wall Penetration Detail. Modify pipe daylight elevation as needed to avoid passing 2. shall be mechanically restrained to prevent separation. recommended by the pipe supplier or as approved. All joints Type S. Plastic pipe shall be joined by watertight couplings as Pipe shall conform to the requirements of AASHTO M294,1. the Swale Inlet shall be included in Item 604 - Inlet Special Inlet casting, restraints, plastic pipe and all fittings and couplings required for FF Finished Grade M R M 9 / 2 3 J K 9 / 2 3 D M A 9 / 2 3 Inlet Special Outlet 12 49 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 6 : 4 5 : 3 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 1 1 _ C o n c r e t e M o d u l a r W a l l . d g n 20960_W11_Concrete Modular Wall.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP 1:1 Unit 0222 AAH D. Adams D. Gonzales Wall W11 R036A006228RRA PRECAST CONCRETE MODULAR WALL US-36 & 34 EMBANKMENT WALLS 20960 of NH 0361-21 I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G TYPICAL SECTION EL. 7553.00' Top of CIP Gravity Wall Bottom of Precast Modular Wall Wall Layout Line EL. 7558.00' 4 1 face wall batter Nominal 4V:1H front EL. 7558.50' Top of Wall Structural Backfill (Class 1) 1 3 Min. 6" Min. 4'-5" NOTES: Texture: Split Face Rock per Scott System #159 Color: Canyon Brown per ASTM-STD-595 30145 and color of the cast-in-place concrete gravity wall: Modular Wall blocks textured finish shall match identified texture not be measured, but shall be paid per plan quantities. Precast Concrete Modular Blocks. Block Facing quantities shall maximum of 7559.50' based on available dimensions of Contractor may elect to increase Top of Wall Elevation to a Top of Wall Elevation of 7558.50' is minimum allowable. provided in the plans. Bridge Design Specifications, 9th Edition, using Design Data Internal and External design shall conform to AASTHO LRFD front face batter and elevation 7558.00'. Wall Layout Line defined at intersection of nominal 4V:1H wall 4. 3. 2. 1. 3'-9"8" Guardrail Type 3 3'-0" Min. 5 ' - 6 " V a r i e s Gutter Type 2 (2 Foot) D M A 9 / 2 3 J K 9 / 2 3 M R M 9 / 2 3 provide continuous top surface Cap Stone or similar to 12 50 1'-6"1'-6" 5'-0" min.5'-0" min. 2'-0"2'-0"Varies 2'-0"2'-0"Varies Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: File Name: Unit Information a d a m s 6 : 4 6 : 5 1 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ B r i d g e \ D r a w i n g s \ 2 0 9 6 0 _ W 1 2 _ W a l l E x c a v B a c k f i l l . d g n 20960_W12_WallExcavBackfill.dgn Project No./Code 2 0 9 6 0 _ M E C - S t a n d a r d . t b l Web: www.RockSol.com Phone: (303) 962-9300 12076 Grant Street, Thornton, CO. 80241 RockSol Consulting Group, Inc. Colorado Department of Transportation Region 4 the cover page(s) drawings are applied to All seals for this set of Greeley, CO 80634 Phone: 970-350-2174 Fax: 970-350-2181 JP 1:1 Unit 0222 AAH US-36 & 34 EMBANKMENT WALLS EXCAVATION & BACKFILL DETAILS D. Adams D. Gonzales Wall W12 of 20960 NH 0361-21 I N I T I A L D e s i g n D e s i g n e d B y D A T E D A T E D A T E I N I T I A L I N I T I A L D e t a i l Q u a n t i t i e s D e t a i l e d B y C h e c k e d B y C h e c k e d B y C h e c k e d B y Q u a n t i t i e s B y 9 / 2 3 D M A 9 / 2 3 D R G STRUCTURE EXCAVATION STRUCTURE BACKFILL Rock Excavation Bedrock 1 1 Excavation for Riprap Existing Ground Existing Ground or Pavement Bottom Pavement Bottom Finished Ground or 1 1 Riprap Bedrock Backfill (Class 1) Limit for Structure Excavation Limit for Rock R036A006228RRA Ò US 36 Ò US 36 FF Finished Grade D M A 9 / 2 3 M R M 9 / 2 3 J K 9 / 2 3 (Roadway Quantity) Temporary Barrier (Roadway Quantity) Temporary Barrier NOTES 1H:1V Slope for Quantity calculations. See Geotechnical Report for temporary slopes. 12 1'-0" Min.1'-0" Min. 51 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLAN SHEETS SWMP f is c h e r g a 2 : 4 8 : 3 1 P M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P P la n S h e e t s \ 2 0 9 6 0 _ S W M P _ P L A N S H E E T S . d g n 20960_SWMP_PLAN SHEETS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GAF GAF 20960 NH 0361-121 1 of 11 XXX 1"=XX' SWMP FOR DATE 52 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLAN SHEETS SWMP f is c h e r g a 2 : 4 9 : 1 1 P M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P P la n S h e e t s \ 2 0 9 6 0 _ S W M P _ P L A N S H E E T S . d g n 20960_SWMP_PLAN SHEETS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GAF GAF 20960 NH 0361-121 2 of 11 XXX 1"=XX' SWMP FOR DATE 53 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLAN SHEETS SWMP f is c h e r g a 2 : 4 9 : 5 1 P M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P P la n S h e e t s \ 2 0 9 6 0 _ S W M P _ P L A N S H E E T S . d g n 20960_SWMP_PLAN SHEETS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GAF GAF 20960 NH 0361-121 3 of 11 XXX 1"=XX' SWMP FOR DATE 54 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLAN SHEETS SWMP f is c h e r g a 2 : 5 0 : 3 3 P M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P P la n S h e e t s \ 2 0 9 6 0 _ S W M P _ P L A N S H E E T S . d g n 20960_SWMP_PLAN SHEETS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GAF GAF 20960 NH 0361-121 4 of 11 XXX 1"=XX' SWMP FOR DATE 55 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information PLAN SHEETS SWMP f is c h e r g a 2 : 5 1 : 0 7 P M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P P la n S h e e t s \ 2 0 9 6 0 _ S W M P _ P L A N S H E E T S . d g n 20960_SWMP_PLAN SHEETS.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GAF GAF 20960 NH 0361-121 5 of 11 XXX 1"=XX' SWMP FOR DATE 56 CDOT. 7. VEHICLE TRACKING PAD LOCATIONS ARE APPROXIMATE AND SUBJECT TO CHANGES AS APPROVED OR DIRECTED BY NEEDED. MEASURES AND APPROVAL PRIOR TO STARTING WORK. ADD ADDITIONAL CONTROL MEASURES TO THE SWMP SITE MAPS AS 6. CONSTRUCTION ACTIVITIES CONSIDERED GROUND DISTURBANCE OUTSIDE OF THE LDA REQUIRE ADDITIONAL CONTROL STORMWATER MANAGEMENT PLANS. 5. ONLY ANTICIPATED DISTURBANCES FROM LOCAL DRAINAGE AND ROADWAY IMPROVEMENTS ARE SHOWN ON THE REQUIRED CONTROL MEASURES. STOCKPILES, CONSTRUCTION TRAILERS AND BATCH PLANTS SHALL BE ADDED TO THE SITE MAP ALONG WITH THE 4. ANY CONSTRUCTION AREAS NOT SHOWN ON THE SITE MAP INCLUDING BUT NOT LIMITED TO LAYDOWN AREAS, 3. EROSION CONTROL SYMBOLS ARE NOT SHOWN TO SCALE. VEGETATION.2. CONTRACTOR SHALL STAY WITHIN THE LIMIT OF DISTURBED AREA (LDA) AND MINIMIZE IMPACTS TO EXISTING 1. PRIOR TO STARTING ANY WORK INITIAL CONTROL MEASURES SHALL BE INSTALLED. EDGE OF WATER PROTECT EXISTING PINE TREE EXISTING T-POST EXISTING ROW OF ASPHALT EXISTING EDGE (SEE WALL REMOVAL PLAN) LIMIT OF ASPHALT REMOVAL (SEE WALL REMOVAL PLAN) LIMIT OF MATERIAL REMOVAL EXISTING EDGE OF ASPHALT BOULDER WALL EXISTING BOULDER WALL EXISTING EXISTING TREES FLOODWAY LINE (17,500 SF) LIMIT OF DISTURBANCE 100-YEAR FLOOD STAGE ELEVATION STAGE ELEVATION 500-YEAR FLOOD EDGE OF WATER TYPE 2 (18 DIA.) EROSION LOG TYPE 2 (18 DIA.) EROSION LOG TYPE 2 (18 DIA.) EROSION LOG PAD VEHICLE TRACKING PRE-FABRICATED PAD VEHICLE TRACKING PRE-FABRICATED EXISTING ROW SA SA TSWMP INITIAL AND INTERIM NOTES: 3 6 6 8 + 0 0 3 6 6 9 + 0 0 3 6 7 0 + 0 0 3 6 7 1 + 0 0 3 6 7 2 + 0 0 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP ANTICIPATING 12 TOTAL SHEETSLESS THAN AN ACRE20960 SWMP WALL INITIAL SITE MAP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information INITIAL SITE MAP BOULDER WALL US 36 SWMP f is c h e r g a 9 : 1 5 : 1 0 A M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ P W 0 2 1 5 2 3 \ W a ll P la n s \ 2 0 9 6 0 _ W A L L _ I N I T I A L S W M P . d g n Project No./Code FOR DATE 30'0'15'60' US 36 B IG THOMPSON R IVER SURFACE RUNOFF FLOW ARROWS PLAN DESCRIPTION LIMIT OF CONSTRUCTION (LOC) LIMITS OF DISTURBED AREA (LDA) SWMP INITIAL NOTES:SWMP INITIAL LEGEND: CDOT. 7. VEHICLE TRACKING PAD LOCATIONS ARE APPROXIMATE AND SUBJECT TO CHANGES AS APPROVED OR DIRECTED BY NEEDED. MEASURES AND APPROVAL PRIOR TO STARTING WORK. ADD ADDITIONAL CONTROL MEASURES TO THE SWMP SITE MAPS AS 5. CONSTRUCTION ACTIVITIES CONSIDERED GROUND DISTURBANCE OUTSIDE OF THE LDA REQUIRE ADDITIONAL CONTROL REQUIRED CONTROL MEASURES. STOCKPILES, CONSTRUCTION TRAILERS AND BATCH PLANTS SHALL BE ADDED TO THE SITE MAP ALONG WITH THE 4. ANY CONSTRUCTION AREAS NOT SHOWN ON THE SITE MAP INCLUDING BUT NOT LIMITED TO LAYDOWN AREAS, 3. EROSION CONTROL SYMBOLS ARE NOT SHOWN TO SCALE. VEGETATION. 2. CONTRACTOR SHALL STAY WITHIN THE LIMIT OF DISTURBED AREA (LDA) AND MINIMIZE IMPACTS TO EXISTING 1. PRIOR TO STARTING ANY WORK INITIAL CONTROL MEASURES SHALL BE INSTALLED. (18 INCH)(208-00009) EROSION LOGS TYPE 2 AGGREGATE BAGS (00035) (208-00075) VEHICLE TRACKING PAD PRE-FABRICATED PLAN DESCRIPTION MATERIAL REMOVAL AREA OF STREAM REMOVAL AREA OF ASPHALT US 36 M A T C H L I N E T Y P S E C T I O N S E E S W M P M A T C H L I N E T Y P S E C T I O N S E E S W M P GAF GAF 20960 NH 0361-121 6 of 11 XXX 1"=30'-0" SWMP 57 CDOT. 7. VEHICLE TRACKING PAD LOCATIONS ARE APPROXIMATE AND SUBJECT TO CHANGES AS APPROVED OR DIRECTED BY NEEDED. MEASURES AND APPROVAL PRIOR TO STARTING WORK. ADD ADDITIONAL CONTROL MEASURES TO THE SWMP SITE MAPS AS 6. CONSTRUCTION ACTIVITIES CONSIDERED GROUND DISTURBANCE OUTSIDE OF THE LDA REQUIRE ADDITIONAL CONTROL STORMWATER MANAGEMENT PLANS. 5. ONLY ANTICIPATED DISTURBANCES FROM LOCAL DRAINAGE AND ROADWAY IMPROVEMENTS ARE SHOWN ON THE REQUIRED CONTROL MEASURES. STOCKPILES, CONSTRUCTION TRAILERS AND BATCH PLANTS SHALL BE ADDED TO THE SITE MAP ALONG WITH THE 4. ANY CONSTRUCTION AREAS NOT SHOWN ON THE SITE MAP INCLUDING BUT NOT LIMITED TO LAYDOWN AREAS, 3. EROSION CONTROL SYMBOLS ARE NOT SHOWN TO SCALE. VEGETATION.2. CONTRACTOR SHALL STAY WITHIN THE LIMIT OF DISTURBED AREA (LDA) AND MINIMIZE IMPACTS TO EXISTING 1. PRIOR TO STARTING ANY WORK INITIAL CONTROL MEASURES SHALL BE INSTALLED. EDGE OF WATER PROTECT EXISTING PINE TREE EXISTING T-POST OF ASPHALT EXISTING EDGE (SEE WALL REMOVAL PLAN) LIMIT OF ASPHALT REMOVAL (SEE WALL REMOVAL PLAN) LIMIT OF MATERIAL REMOVAL EXISTING EDGE OF ASPHALT BOULDER WALL EXISTING BOULDER WALL EXISTING EXISTING TREES FLOODWAY LINE (17,500 SF) LIMIT OF DISTURBANCE 100-YEAR FLOOD STAGE ELEVATION STAGE ELEVATION 500-YEAR FLOOD EDGE OF WATER TYPE 2 (18 DIA.) EROSION LOG TYPE 2 (18 DIA.) EROSION LOG EXISTING ROWTYPE 2 (18 DIA.) EROSION LOG EXISTING ROW BAGS AGGREGATE BAGS AGGREGATE BAGS AGGREGATE (SEE DETAIL) CONTROL MEASURE CONCRETE BARRIER SA PT #1070 B-2 ROCKSOL T-POST B-1 ROCKSOLSA PT #1250 15" B-4 8" B-3 10" 8" 10" 12" 12" ROCK FACE ROCK FACE ROCK FACE UNK1A UNK1 TSWMP INITIAL AND INTERIM NOTES: 3 6 6 8 + 0 0 3 6 6 9 + 0 0 3 6 7 0 + 0 0 3 6 7 1 + 0 0 3 6 7 2 + 0 0 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP ANTICIPATING 12 TOTAL SHEETSLESS THAN AN ACRE20960 SWMP WALL INITIAL SITE MAP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information INTERIM SITE MAP BOULDER WALL US 36 SWMP f is c h e r g a 9 : 1 8 : 1 4 A M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ P W 0 2 1 5 2 3 \ W a ll P la n s \ 2 0 9 6 0 _ W A L L _ I N I T I A L S W M P . d g n Project No./Code FOR DATE 30'0'15'60' US 36 B IG THOMPSON R IVER SURFACE RUNOFF FLOW ARROWS PLAN DESCRIPTION LIMIT OF CONSTRUCTION (LOC) LIMITS OF DISTURBED AREA (LDA)SWMP INTERIM NOTES: SWMP INTERIM LEGEND: (18 INCH)(208-00009) EROSION LOGS TYPE 2 AGGREGATE BAGS (00035) (208-00075) VEHICLE TRACKING PAD PRE-FABRICATED PLAN DESCRIPTION REMOVAL AREA OF ASPHALT CDOT. 5. VEHICLE TRACKING PAD LOCATIONS ARE APPROXIMATE AND SUBJECT TO CHANGES AS APPROVED OR DIRECTED BY 4. INITIAL CONTROL MEASURES ARE ALSO SHOWN ON THE INTERIM SWMP. 3. EROSION CONTROL SYMBOLS ARE NOT SHOWN TO SCALE. VEGETATION. 2. CONTRACTOR SHALL STAY WITHIN THE LIMIT OF DISTURBED AREA (LDA) AND MINIMIZE IMPACTS TO EXISTING OF REMOVING ASPHALT AND THE EXISTING RETAINING WALL. INSTALLED AFTER THE STREAM MATERIAL IS REMOVED, BUT PRIOR TO THE START 1. CONTROL MEASURES SHOWN ON THE INTERIM SWMP ARE RECOMMENDED TO BE PROJECT DETAIL) CONTROL MEASURE (SEE CONCRETE BARRIER TYPE 7 WALL REMOVAL AREA OF BOULDER US 36 M A T C H L I N E T Y P S E C T I O N S E E S W M P M A T C H L I N E T Y P S E C T I O N S E E S W M P GAF GAF 20960 NH 0361-121 7 of 11 XXX 1"=30'-0" SWMP 58 EDGE OF WATER (SEE WALL REMOVAL PLAN) LIMIT OF ASPHALT REMOVAL FLOODWAY LINE (17,500 SF) LIMIT OF DISTURBANCE 100-YEAR FLOOD STAGE ELEVATION STAGE ELEVATION 500-YEAR FLOOD EDGE OF WATER EXISTING ROW EXISTING ROW (SEE ROADWAY PLANS) NEW ASPHALT (SEE WALL PLAN) NEW BOULDER WALL (SEE WALL PLAN) NEW BOULDER WALL (SEE BOULDER WALL SECTION) RIPRAP MAT BELOW WALL(SEE BOULDER WALL SECTION) RIPRAP MAT BELOW WALL (SEE ROADWAY PLANS) REMOVE ASPHALT LOT T 3 6 6 8 + 0 0 3 6 6 9 + 0 0 3 6 7 0 + 0 0 3 6 7 1 + 0 0 3 6 7 2 + 0 0 7555 7550 Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP ANTICIPATING 12 TOTAL SHEETSLESS THAN AN ACRE20960 SWMP WALL INITIAL SITE MAP FOR DATE 30'0'15'60' US 36 B IG THOMPSON R IVER US 36 M A T C H L I N E T Y P S E C T I O N S E E S W M P M A T C H L I N E T Y P S E C T I O N S E E S W M P Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information STABILIZATION SITE MAP BOULDER WALL PERMANENT US 36 SWMP f is c h e r g a 9 : 3 2 : 5 8 A M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ P W 0 2 1 5 2 3 \ W a ll P la n s \ 2 0 9 6 0 _ W A L L _ P E R M A N E N T S W M P . d g n Project No./Code DESCRIPTION PERMANENT STABILIZATION SITE MAP LEGEND: PERMANENT STABILIZATION NOTES: BE SHOWN ON THE INTERIM SITE MAPS. WILL REMAIN AFTER PERMANENT STABILIZATION ACTIVES SHALL POLLUTION CONTROL MANAGER AND THE ENGINEER DETERMINE ALL CONTROL MEASURES THAT THE CDOT REGIONAL WATER INITIAL/INTERIM SWMP SITE MAPS ARE SHOWN. 3. NO REQUIRED CONTROL MEASURES FROM THE WAS COMPLETED. IDENTIFY THE AREA ON THE PLANS AND DATE WHEN THE WORK AN AREA THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL 2. ONCE PERMANENT STABILIZATION HAS BEEN COMPLETED IN APPROVED. REQUIREMENTS FOR THE AREAS ONCE FINAL GRADES ARE MANAGEMENT, TOPSOIL AMENDMENTS, SEEDING AND MULCH 1. THE PERMANENT SWMP SITE MAPS SPECIFY TOPSOIL PLAN GAF GAF 20960 NH 0361-121 8 of 11 XXX 1"=30'-0" SWMP 59 0'-14' Median EXISTING CURB AND GUTTER TO REMAIN IN PLACE Match Existing 1'-5' Shldr Width of Pavement Varies - Match Existing 12' Lane 12' Lane12' Lane 12' Aux Lane12' Aux Lane Match Existing 8'-10' Shldr Match Existing 1'-8' Shldr 12' Aux Lane 0'-16' Median 12' Lane 12' Lane12' Lane12' Aux Lane Match Existing 1'-5' Shldr Width of Pavement Varies - Match Existing 12' Lane 0'-12' Median 12' Lane0'-12' Aux Lane8' Shldr Match Existing 1'-2' Shldr Width of Pavement Varies - Match Existing 12' Lane 0'-12' Median 12' Lane0'-12' Aux Lane 0'-12' Lane Match Existing 1'-2' Shldr Match Existing 1'-2' Shldr Width of Pavement Varies - Match Existing SEE ROADWAY PLANS FOR OVERLAY OR MILL AND FILL TREATMENT SEE ROADWAY PLANS FOR OVERLAY OR MILL AND FILL TREATMENT SEE ROADWAY PLANS FOR OVERLAY OR MILL AND FILL TREATMENT SEE ROADWAY PLANS FOR OVERLAY OR MILL AND FILL TREATMENT ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING) CONTROL MEASURE) SWEEPING (NON-STRUCTURAL ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING) CONTROL MEASURE) SWEEPING (NON-STRUCTURAL ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING) CONTROL MEASURE) SWEEPING (NON-STRUCTURAL CONTROL MEASURE) SWEEPING (NON-STRUCTURAL ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING) LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC LOC LOC AS NEEDED AGGREGATE BAG CURB CHECKS AS NEEDED AGGREGATE BAG CURB CHECKS AS NEEDED AGGREGATE BAG CURB CHECKS AS NEEDED AGGREGATE BAG CURB CHECKS Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information SWMP TYPICAL SECTIONS US 34 f is c h e r g a 1 0 : 5 2 : 5 2 A M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P T Y P I C A L S E C T I O N S \ 2 0 9 6 0 _ S W M P _ T y p ic a ls . d g n Project No./Code GAF GAF 20960 NH 0361-121 9 of 11 XXX N/A SWMP 1. 2. SWMP TYPICAL SECTION NOTES: 3. 4. LEGEND FLOW ARROW LIMIT OF MILL AND OVERLAY IMPROVEMENTS EXISTING GRADE (UNDISTURBED) US 34 TYPICAL SECTION A STA: 3401+00 TO 3412+20 US 34 TYPICAL SECTION B STA: 3412+20 TO 3421+00 STA: 3421+00 TO 3451+60 STA: 3451+60 TO 3468+00 US 34 TYPICAL SECTION E STA: 3468+00 TO 3521+00 US 34 TYPICAL SECTION C & D NO GROUND DISTURBANCES ARE ANTICIPATED FOR HMA IMPROVEMENTS. CONTOL MEASURES WILL NEEDED IF GROUND DISTURBANCES OCCUR. SHOULDERING MATERIAL ALONG THE SAFETY EDGE SHALL BE ADDED ON TOP OF UNDISTURBED GRADE. SEE ROADWAY PLANS FOR EXACT LOCATION OF PAVEMENT IMPROVEMENTS. SWMP TYPICAL SECTION IS NOT DRAWN TO SCALE AND SHOULD BE USED TO DETERMINE THE EXTENTS OF THE LIMITS OF CONSTRUCTION (LOC). 60 EDGE OF OIL IN PLACE GUTTER TO REMAIN BITIMOUS CURB ANDTREATMENT OVERLAY OR MILL AND FILL SEE ROADWAY PLANS FOR 2' Shldr 0'-20' Lane 2' Shldr Width of Pavement Varies-Match Existing TREATMENT OVERLAY OR MILL AND FILL SEE ROADWAY PLANS FOR 11' Lane Match Existing 1'-2' Shldr TREATMENT OVERLAY OR MILL AND FILL SEE ROADWAY PLANS FOR ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING)CONTROL MEASURE) SWEEPING (NON-STRUCTURAL ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING) LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING) LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC CONTROL MEASURE) SWEEPING (NON-STRUCTURAL LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC CONTROL MEASURE) SWEEPING (NON-STRUCTURAL 11' Lane 0'-10' Median TREATMENT OVERLAY OR MILL AND FILL SEE ROADWAY PLANS FOR ON TOP OF EXISTING GRADE AGGREGATE BASE COURSE (SHOULDERING) CONTROL MEASURE) SWEEPING (NON-STRUCTURAL LOC LIMITS OF CONSTRUCTION-LOC (WIDTH VARIES) LOC Match Existing 1'-6' Shldr 11' Lane 0'-12' Median 12' Lane Match Existing 1'-12' Shldr Width of Pavement Varies - Match Existing AS NEEDED AGGREGATE BAG CURB CHECKS Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information SWMP TYPICAL SECTIONS US 36 f is c h e r g a 1 1 : 1 9 : 4 2 A M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P T Y P I C A L S E C T I O N S \ 2 0 9 6 0 _ S W M P _ T y p ic a ls . d g n Project No./Code GAF GAF 20960 NH 0361-121 10 of 11 XXX N/A SWMP 1. 2. SWMP TYPICAL SECTION NOTES: 3. 4. LEGEND FLOW ARROW LIMIT OF MILL AND OVERLAY IMPROVEMENTS EXISTING GRADE (UNDISTURBED) SWMP TYPICAL SECTION IS NOT DRAWN TO SCALE AND SHOULD BE USED TO DETERMINE THE EXTENTS OF THE LIMITS OF CONSTRUCTION (LOC). SEE ROADWAY PLANS FOR EXACT LOCATION OF PAVEMENT IMPROVEMENTS. SHOULDERING MATERIAL ALONG THE SAFETY EDGE SHALL BE ADDED ON TOP OF UNDISTURBED GRADE. NO GROUND DISTURBANCES ARE ANTICIPATED FOR HMA IMPROVEMENTS. CONTOL MEASURES WILL NEEDED IF GROUND DISTURBANCES OCCUR. US 36 TYPICAL SECTION - ONE WAY US 36 TYPICAL SECTION A STA: 3600+00 TO 3613+00 STA: 3613+00 TO 3617+40 STA: 100+00 TO 113+26 US 36 TYPICAL SECTION B STA: 3617+40 TO 3624+00 US 36 TYPICAL SECTION C STA: 3624+00 TO 3680+50 61 REQUIRED TRENCHING NOT AREA (TYP) SEDIMENT TRAPPING EROSION LOGS (TYPE 2). WOOD STAKES SHOULD NOT PENETRATE 18" DIAMETER EROSION LOG (TYPE 2) PRIOR TO INSTALLING WITH EXISTING MATERIAL PROVIDE A SMOOTH GRADE DOWN EROSION LOGS TO WOOD STAKES USES WIRE OR TWINE TO SECURE FOR DATE 24 " MIN. EROSION LOGS (TYPE 2). WOOD STAKES SHOULD NOT PENETRATE 18" DIAMETER EROSION LOG (TYPE 2) AREA (TYP) SEDIMENT TRAPPING CONCRETE BARRIER TYPE 4 OR TYPE 7 PRIOR TO INSTALLING GRADE WITH EXISTING MATERIAL PROVIDE A SMOOTH AND LEVEL Phone:719-775-8002 Fax:719-775-8014 Colorado Department of Transportation 2738 HWY 40 Limon, CO 80828 Region 4 RJP Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed2/17/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information f is c h e r g a 2 : 2 3 : 1 8 P M E : \ 2 0 9 6 0 U S 3 6 _ U S 3 4 R E S U R F A C I N G E A S T E S \ S W M P T Y P I C A L S E C T I O N S \ 2 0 9 6 0 _ S W M P _ T y p ic a ls . d g n Project No./Code GAF GAF 20960 NH 0361-121 11 of 11 XXX N/A SWMP PROJECT DETAILS SWMP FLOW 1 2 " M I N . 45°45° NOTES EROSION LOG (TYPE 2) 18 INCH DIAMETER STAKING DETAIL N.T.S.N.T.S. CONCRETE BARRIER CONTROL MEASURE DETAIL 23" 34" F L OW 45°TO 60° 1 2 " M I N . AREA AND RE-TIE THE ENDS TOGETHER. IN THE EVENT THAT THE SLEEVE IS TORN, CUT OUT THE 4. CONTOUR. CONSTRUCTION TRAFFIC OR COMPRESSED, RESHAPE TO ORIGINAL IF THE EROSION LOGS (TYPE 2) ARE RUN OVER WITH 3. SECURE IN PLACE. ON-SITE BOULDERS CAN BE STAKED AROUND THE LOGS TO IF WOOD STAKES CAN NOT BE DRIVEN INTO THE GROUND 2. THE LOG. ANGLE ON EACH SIDE, AND STAKED EVERY 4 LINAR FEET ALONG 1. EROSION LOG (TYPE 2) SHALL BE STAKED AT A 45 DEGREE NOTES TO ALLOW FOR DRAINAGE. ENSURE THAT CONCRETE BARRIER SCUPPER AREA IS CLEAR 4. BARRIERS. PROVIDE A 6 TO 12" GAP BETWEEN 10 FOOT LONG CONCRETE 3. SECURE IN PLACE. ON-SITE BOULDERS CAN BE STAKED AROUND THE LOGS TO IF WOOD STAKES CAN NOT BE DRIVEN INTO THE GROUND 2. ANGLE, AND STAKED EVERY 4 LINAR FEET ALONG THE LOG. 1. EROSION LOG (TYPE 2) SHALL BE STAKED AT A 45-60 DEGREE 62 63 64 65 4/6/2023 66 LATITUDE LONGITUDE NORTHING EASTING DEMOSTHENES 40°24'07.53749" N 105°25'05.55790" W 2121.861 0°03'10"0.999960325 423469.741 921344.732 NGS Brass Cap "DEMOSTHENES 1996" LILY LAKE 40°18'22.99953" N 105°32'16.95150" W 2711.333 0°01'28"0.999957317 412840.452 911167.973 NGS Brass Cap "LILY LAKE 1996" CHARN GEODETIC COORDINATE TABLE (adjusted field data) (meters) NAME COORDINATES NAD 83(2011)ELLIPS. HEIGHT MAPPING ANGLE SCALE NAD 83(2011) ZONE 0501 DESCRIPTION LATITUDE LONGITUDE NORTHING EASTING CM 486 40°21'48.00204" N 105°32'55.99168" W 2327.831 0°01'54"0.999958771 419163.887 910249.597 CDOT Type 5 Monument (MP 4.86) CM 515 40°21'49.82033" N 105°32'38.08260" W 2316.117 0°01'42"0.999958789 419219.748 910672.160 CDOT Type 2 Monument (MP 5.15) CM 534 40°21'54.04582" N 105°32'26.43530" W 2313.757 0°01'35"0.999958829 419349.947 910947.016 CDOT Type 5 Monument (MP 5.34) CM 568 40°22'03.42770" N 105°32'07.40973" W 2314.466 0°01'22"0.999958921 419639.126 911395.997 CDOT Type 5 Monument (MP 5.68) CM 600 40°22'09.78705" N 105°31'51.49970" W 2301.984 0°01'12"0.999958984 419835.131 911771.413 CDOT Type 5 Monument (MP 6.00) CM 637 40°22'20.21816" N 105°31'31.82016" W 2292.422 0°00'59"0.999959090 420156.717 912235.770 CDOT Type 5 Monument (MP 6.37) CM 646 40°22'21.00854" N 105°31'25.24705" W 2288.679 0°00'55"0.999959098 420181.052 912390.838 CDOT Type 5 Monument (MP 6.46) CM 662 40°22'29.06094" N 105°31'24.65017" W 2290.432 0°00'55"0.999959181 420429.414 912404.984 CDOT Type 5 Monument (MP 6.62) CM 674 40°22'36.22283" N 105°31'25.43088" W 2287.167 0°00'55"0.999959257 420650.318 912386.627 CDOT Type 5 Monument (MP 6.74) DESCRIPTION GEODETIC COORDINATE TABLE (adjusted field data) (meters) NAME COORDINATES NAD 83(2011)ELLIPS. HEIGHT MAPPING ANGLE SCALE NAD 83(2011) ZONE 0501 NORTHING EASTING CM 486 62872.889 33625.702 7677.738 CDOT Type 5 Monument (MP 4.86) CM 515 63056.236 35012.619 7639.410 CDOT Type 5 Monument (MP 5.15) CM 534 63483.568 35914.741 7631.731 CDOT Type 5 Monument (MP 5.34) CM 568 64432.698 37388.367 7634.152 CDOT Type 5 Monument (MP 5.68) CM 600 65076.017 38620.541 7593.284 CDOT Type 5 Monument (MP 6.00) CM 637 66131.513 40144.634 7562.008 CDOT Type 5 Monument (MP 6.37) CM 646 66211.384 40653.590 7549.759 CDOT Type 5 Monument (MP 6.46) CM 662 67026.548 40700.021 7555.503 CDOT Type 5 Monument (MP 6.62) CM 674 67751.590 40639.770 7544.785 CDOT Type 5 Monument (MP 6.74) PROJECT COORDINATE SUMMARY TABLE (feet) NAME PROJECT COORDINATES ELEV. (NAVD 88) DESCRIPTION 67 68 69 70 71 STA. 3502+00 -40 -30 -20 -10 0 10 20 30 40 7445 7445 7450 7450 -2.4% 7 4 4 6 . 5 9 E : 0 . 3 1 Ò O : 7 4 4 6 . 3 1 E : - 1 5 . 8 5 O : 7 4 4 6 . 1 6 E : 1 8 . 1 7 O : -2.4%-2.4%-2.4% E D G E O F R O A D E D G E O F R O A D -2.4%-1.9% STA. 3502+50 -40 -30 -20 -10 0 10 20 30 40 7440 7440 7445 7445 7450 7450 -1.2% 7 4 4 5 . 0 6 E : 0 . 2 1 Ò O : 7 4 4 4 . 7 4 E : - 1 6 . 2 4 O : 7 4 4 4 . 8 4 E : 1 9 . 2 6 O : -1.2%-1.2% E D G E O F R O A D E D G E O F R O A D E D G E O F R O A D E D G E O F R O A D -1.2%-2.0% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 2 : 5 6 : 0 9 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of GREELEY, CO 80634 10601 W 10TH STREET SMK DAS XS 20960 NH 0361-121 GDF GDF 1 of 11 72 STA. 3503+00 -40 -30 -20 -10 0 10 20 30 40 7440 7440 7445 7445 -3.5% 7 4 4 3 . 7 3 E : - 0 . 1 6 Ò O : 7 4 4 3 . 1 8 E : - 1 6 . 1 0 O : 7 4 4 3 . 9 3 E : 1 7 . 8 6 O : -3.5% E D G E O F R O A D E D G E O F R O A D -3.5% 1.1% STA. 3503+50 -40 -30 -20 -10 0 10 20 30 40 7440 7440 7445 7445 -3.9% 7 4 4 2 . 6 7 E : - 0 . 3 3 Ò O : 7 4 4 1 . 8 7 E : - 2 0 . 5 9 O : 7 4 4 3 . 2 2 E : 1 6 . 7 1 O : -3.9% E D G E O F R O A D E D G E O F R O A D -3.9% 3.1% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 2 : 5 6 : 3 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 2 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 73 STA. 3504+00 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 4.9% 7 4 4 1 . 8 5 E : 0 . 9 6 Ò O : 7 4 4 0 . 7 2 E : - 2 2 . 9 6 O : 7 4 4 2 . 6 5 E : 1 7 . 2 2 O : 4.9% E D G E O F R O A D E D G E O F R O A D 4.9% -4.6% STA. 3504+50 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 5.8% 7 4 4 1 . 2 2 E : 0 . 2 1 Ò O : 7 4 3 9 . 5 7 E : - 2 5 . 6 6 O : 7 4 4 2 . 2 0 E : 1 7 . 0 2 O : 5.8% E D G E O F R O A D E D G E O F R O A D 5.8% -6.3% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 4 : 3 9 : 1 3 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 3 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF OVERLAY TO 6" OVERLAY BEGIN TRANSITION FROM 4" 4" MILL & FILL TAB FOR SURFACING QUANTITIES 1.) SEE US 34 RESURFACING NOTE: 74 STA. 3505+00 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 6.3% 7 4 4 0 . 7 8 E : 0 . 4 2 Ò O : 7 4 3 8 . 7 1 E : - 2 7 . 2 2 O : 7 4 4 1 . 9 0 E : 1 8 . 1 8 O : 6.3% E D G E O F R O A D E D G E O F R O A D 6.3% -7.5% OVERLAY TO 6" OVERLAY END TRANSITION FROM 4" 4" MILL & FILL STA. 3505+50 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 -7.9% 7 4 4 0 . 3 7 E : - 0 . 7 3 Ò O : 7 4 3 8 . 0 8 E : - 2 9 . 6 9 O : 7 4 4 1 . 5 0 E : 1 7 . 9 3 O : -7.9% E D G E O F R O A D E D G E O F R O A D -7.9% 6.1% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/3/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 4 : 3 7 : 2 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 4 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF AS 3 SEPERATE 2 INCH LIFTS. 6 INCH H.M.A. PAVEMENT SHALL BE PLACED1.) NOTE: 75 STA. 3506+00 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 -7.7% 7 4 3 9 . 8 6 E : - 0 . 5 0 Ò O : 7 4 3 7 . 5 7 E : - 3 0 . 1 5 O : 7 4 4 0 . 8 3 E : 1 8 . 3 7 O : -7.7% E D G E O F R O A D E D G E O F R O A D -7.7% 5.2% STA. 3506+50 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 -7.4% 7 4 3 9 . 2 5 E : - 0 . 2 8 Ò O : 7 4 3 7 . 0 6 E : - 2 9 . 7 1 O : 7 4 4 0 . 0 7 E : 1 8 . 0 8 O : -7.4% E D G E O F R O A D E D G E O F R O A D -7.4% 4.5% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 : 1 8 : 4 4 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 5 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 76 STA. 3507+00 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 -7.2% 7 4 3 8 . 5 8 E : - 0 . 2 2 Ò O : 7 4 3 6 . 5 2 E : - 2 8 . 7 3 O : 7 4 3 9 . 4 3 E : 1 7 . 8 2 O : -7.2% E D G E O F R O A D E D G E O F R O A D -7.2% 4.7% STA. 3507+50 -40 -30 -20 -10 0 10 20 30 40 7430 7430 7435 7435 7440 7440 -7.5% 7 4 3 8 . 0 4 E : - 0 . 7 1 Ò O : 7 4 3 5 . 9 4 E : - 2 8 . 4 5 O : 7 4 3 8 . 9 5 E : 1 8 . 2 4 O : -7.5% E D G E O F R O A D E D G E O F R O A D -7.5% 4.9% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 : 1 9 : 2 0 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 6 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 77 STA. 3508+00 -40 -30 -20 -10 0 10 20 30 40 7430 7430 7435 7435 7440 7440 -8.1% 7 4 3 7 . 8 4 E : - 0 . 1 6 Ò O : 7 4 3 5 . 4 9 E : - 2 8 . 8 9 O : 7 4 3 8 . 6 2 E : 1 7 . 3 3 O : -8.1% E D G E O F R O A D E D G E O F R O A D -8.1% 4.5% STA. 3508+50 -40 -30 -20 -10 0 10 20 30 40 7430 7430 7435 7435 7440 7440 -10.0% 7 4 3 7 . 8 5 E : - 0 . 3 1 Ò O : 7 4 3 5 . 0 6 E : - 2 8 . 0 5 O : 7 4 3 8 . 6 7 E : 1 7 . 2 4 O : E D G E O F R O A D E D G E O F R O A D 4.7% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 : 2 0 : 1 2 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 7 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 78 STA. 3509+00 -40 -30 -20 -10 0 10 20 30 40 7430 7430 7435 7435 7440 7440 -9.9% 7 4 3 8 . 0 9 E : - 0 . 0 5 Ò O : 7 4 3 5 . 3 6 E : - 2 7 . 6 2 O : 7 4 3 8 . 8 1 E : 1 5 . 6 5 O : -9.9% E D G E O F R O A D E D G E O F R O A D -9.9% 4.7% STA. 3509+50 -40 -30 -20 -10 0 10 20 30 40 7430 7430 7435 7435 7440 7440 -8.6% 4.0% 7 4 3 8 . 3 7 E : - 0 . 0 1 Ò O : 7 4 3 6 . 0 2 E : - 2 7 . 4 4 O : 7 4 3 9 . 0 3 E : 1 6 . 7 1 O : -8.6% 4.0% E D G E O F R O A D E D G E O F R O A D -8.6% 4.0% OVERLAY TO 4" OVERLAY BEGIN TRANSITION FROM 6" 4" MILL & FILL Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 : 2 0 : 3 5 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 8 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 79 STA. 3510+00 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 -7.0% 7 4 3 8 . 7 3 E : - 0 . 2 4 Ò O : 7 4 3 6 . 8 2 E : - 2 7 . 6 1 O : 7 4 3 9 . 4 1 E : 1 7 . 0 3 O : -7.0% E D G E O F R O A D E D G E O F R O A D -7.0% 4.0% STA. 3510+50 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 -4.9% 7 4 3 9 . 3 3 E : - 0 . 0 4 Ò O : 7 4 3 7 . 9 5 E : - 2 8 . 0 5 O : 7 4 3 9 . 8 8 E : 1 7 . 1 0 O : -4.9% E D G E O F R O A D E D G E O F R O A D -4.9% 3.3% OVERLAY TO 4" OVERLAY END TRANSITION FROM 6" 4" MILL & FILL Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 : 2 2 : 2 1 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 9 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 80 STA. 3511+00 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 1.5% 7 4 4 0 . 2 6 E : 0 . 1 3 Ò O : 7 4 3 9 . 4 8 E : - 2 8 . 2 7 O : 7 4 4 0 . 5 1 E : 1 6 . 8 7 O : 1.5% E D G E O F R O A D E D G E O F R O A D 1.5% -2.8% STA. 3511+50 -40 -30 -20 -10 0 10 20 30 40 7435 7435 7440 7440 7445 7445 -2.5% 7 4 4 1 . 3 9 E : - 0 . 2 8 Ò O : 7 4 4 0 . 7 2 E : - 2 7 . 6 5 O : 7 4 4 1 . 4 1 E : 1 5 . 9 9 O : -2.5% E D G E O F R O A D E D G E O F R O A D -2.5%0.2% Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 : 2 3 : 0 1 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of 10 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 81 -40 -30 -20 -10 0 10 20 30 40 7440 7440 7445 7445 -2.4% 7 4 4 2 . 5 3 E : - 0 . 1 4 Ò O : 7 4 4 1 . 8 5 E : - 2 8 . 1 6 O : 7 4 4 2 . 3 6 E : 1 5 . 9 2 O : E D G E O F R O A D E D G E O F R O A D Phone: 970-939-6582 Colorado Department of Transportation Region 4 Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed10/2/2023Print Date: Horiz. Scale:Vert. Scale: As Noted File Name: Unit Information CROSS SECTIONS US 34 k e m p e r s 1 : 2 3 : 2 8 P M p w : \ \ c d o t - p w . b e n t l e y . c o m : c d o t - p w - 0 1 p \ D o c u m e n t s \ 0 2 M i n o r P r o j e c t s \ C D O T C o l l a b o r a t i o n P r o j e c t s \ 2 0 9 6 0 - u s 3 4 a n d 3 6 r e s u r f a c i n g e s t e s p a \ D e s i g n \ W o r k i n g \ 2 0 9 6 0 _ R D _ C r o s s _ U S 3 4 . d g n 20960_RD_Cross_US34.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of STA. 3512+00 -1.1% 11 of 11 20960 NH 0361-121 XS DAS SMK GDF GREELEY, CO 80634 10601 W 10TH STREET GDF 82