Loading...
HomeMy WebLinkAboutPACKET Transportation Advisory Board 2022-1-19 A TRANSPORTATION ADVISORY January 19, 2022 EP BOARD 12:00 p.m. VIRTUAL ,R; REGULAR MEETING AGENDA To view or listen to the board meeting by Zoom Webinar ONLINE (Zoom Meetings): https://us06web.zoom.us/j/91317363744 Webinar ID: 913 1736 3744 CALL-IN (Telephone Option): 877-853-5257 (toll-free) Meeting ID: 913 1736 3744 12:00 pm Public Comment 12:05 pm Trustee Liaison Update Trustee Bangs 12:10 pm Approval of Minutes dated December 15, 2021 (packet) 12:15 pm New Officer Introductions Chair Morris 12:25 pm Engineering Updates Manager Hook& Manager a.Graves Avenue Design Review (packet) Barr 12:50 pm Project/Administration Updates Director Muhonen 1:10 pm Estes Park Middle School Outreach Chair Morris 1:20 pm Parking & Transit Updates (packet) Manager Solesbee 1:50 pm 2021 TAB Priorities Review and 2022 TAB Priorities Chair Morris Planning 1:55 pm Other Business Adjourn 1 1 1� Town of Estes Park, Larimer County, Colorado, December 15, 2021 Minutes of a Regular meeting of the TRANSPORTATION ADVISORY BOARD of the Town of Estes Park, Larimer County, Colorado. Meeting held Virtually in said Town of Estes Park on the 15th day of December, 2021 . Board: Chair Morris; Vice Chair Street; Members Finley, Gamble, Hanick, Moulton, and Slack Attending: Chair Morris; Members Hanick, Moulton, and Slack; Director Muhonen; Managers Barr, Hook, and Solesbee; Trustee Bangs (partial); Deputy Town Clerk Beers; and Recording Secretary McDonald Absent: Members Finley and Gamble Chair Morris called the meeting to order at 12:05 p.m. PUBLIC COMMENT None. TRUSTEE LIAISON UPDATE None. APPROVAL OF MINUTES DATED NOVEMBER 11 & 17, 2021 It was moved and seconded (Slack/Moulton) to approve the November 17, 2021, meeting minutes, and the motion passed unanimously. It was moved and seconded (Moulton/Slack) to approve the November 11, 2021, meeting minutes of the Joint Transportation Advisory Board and Shuttle Committee, and the motion passed unanimously. ENGINEERING UPDATES Manager Barr reviewed the Estes Valley Master Trails Plan (EVMTP) — Addendum #1 draft, which details the status of four trails not incorporated in the current Project Priority Table: Brodie Avenue improvements; Graves Avenue Improvements; US 36 between Community Drive and 4th Street; and CO Highway 7 between Peak View Drive and Graves Avenue. The draft, which would be presented for review and comment at the Estes Valley Trails Committee meeting on January 11 , 2022, incorporates maps showing trail gaps and deficiencies, ranked by priority, within a 1-mile radius of Estes Park School District. Safe Routes to School (SRTS) grant and annual Concrete Repair Program would fund. Discussion points of the draft addressed connectivity plans; maintenance responsibilities; and wayfinding efforts for pedestrian safety. Director Muhonen advised that certain planning suggestions not already in the EVMTP would require broader community discussion. It was agreed that members would write a letter of support, due January 13, 2022, for this EVMTP — Addendum #1 draft for the Town Board meeting on January 25, 2022. Manager Hook provided further engineering updates on concrete repair projects and bridge inspections. PROJECT/ADMINISTRATION UPDATES Director Muhonen reported on the quarterly meeting of the Upper Front Range Transportation Planning Region Commission. Region 4 CDOT Multimodal Options Fund (MMOF) funding was requested for US 36/Community Drive roundabout and trail construction, with further discussion scheduled for Town, CDOT, Larimer County, and Wellington regarding possible redirection of Wellington's unspent 2021 CMAQ grant. Revitalizing Main Streets grant application, with second round due February 4, would seek funding for roundabout and pedestrian link construction in fall 2022 before targeted commencement of Downtown Estes Loop. CDOT overlay projects would be out to bid in November 2022 for 2023 work. Larimer County reconvenes the Technical Advisory Committee on December 16, 2021, for collaborative regional transportation planning. 3 Transportation Advisory Board — November 17, 2021 — Page 2 Director Muhonen explained the TAB bylaws draft emailed to members on December 13, which the Town Clerk's office would take to Town Board for adoption on January 25, 2022. The draft removes "job description" language for all Town advisory board members in favor of"member expectation" language; if adopted, this revision would be provided in the TAB orientation process for future applicants. ESTES PARK MIDDLE SCHOOL OUTREACH Chair Morris advised that this agenda item would be presented in a future meeting. PARKING & TRANSIT UPDATES Manager Solesbee advised that the year-end parking and transit report would be ready for TAB and the Shuttle Committee to review before the January 2022 TAB meeting. Further updates included the winter trolley service and Via partnership; collaboration with YMCA and Rocky Mountain National Park transportation; requested provision of bike racks by shuttle providers; the Federal Transit Administration's (FTA) zero-emission requirement for trolley/fleet funding; planning with The Car Park for operational refinements, stakeholder outreach, and the prioritization of program needs and wants; extension of Wapiti Wi-Fi into downtown paid parking areas; and the Estes Chamber Downtown Alliance's efforts to share a visitor's perspective of parking. It was agreed that Manager Solesbee would draft an email to Chair Morris inviting TAB members to volunteer on a Downtown Parking Task Force. REVIEW OF DRAFT ENVIRONMENTAL SUSTAINABILITY TASK FORCE RECOMMENDATIONS Chair Morris reviewed the TAB's drafted list of recommendations for the Town's Environmental Sustainability Task Force. Discussion points included some grammatical clarifications; revising to achieve a more robust voice; adding a 9th recommendation that educational pieces be available on topics such as roundabouts and electric vehicles; benefits of an underpass between Stanley Village and the Visitor Center; the revival of efforts to have the post office moved from downtown to relieve traffic congestion and parking; and how ideal funding could be applied to sustainability projects. OTHER BUSINESS None. There being no further business, Chair Morris adjourned the meeting at 2:02 p.m. /s/Lani McDonald, Recording Secretary 4 PoDI / NHS FHWA PROJECT OF • NO ❑ YES TOWN OF ESTES PARK DIVISION INTEREST (PoDI)? CONSTRUCTION PLANS FOR FEDERAL AID PROJECT NO.SRT M405-023 NATIONAL HIGHWAY SYSTEM? • NO ❑ YES GRAVES AVENUE IMPROVEMENTS Index of Sheets PHASE 1 ESTES PARK, LARIMER COUNTY,STATE OF COLORADO Sheet Number Sheet Title 1 COVER SHEET 2 CDOT M&S STANDARD PLAN LIST 3 GENERAL NOTES 4 GENERAL NOTES&LEGEND TABULATION OF LENGTH & DESIGN DATA 5 SUMMARY OF APPROXIMATE QUANITIES 6-9 GRAVES AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN FEET 10 BRODIE AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN 11-14 GRAVES AVENUE SITE PLAN STATION MAJOR 15 BRODIE AVENUE SITE PLAN ROADWAY STRUCTURES sT 16-19 SIGNING&STRIPING • `'P-9 20-21 OVERALL GRADING PLAN GRAVES AVENUE r9 22 DRIVEWAY GRADING PLAN G� BEGIN STA: 10+00 TO 15+90.90 590.90 0 23-25 PLAN&PROFILE-GRAVES AVENUE NORTH SIDEWALK • SITE t) 26 PLAN&PROFILE-BRODIE AVENUE SIDEWALK SUMMARY OF PROJECT LENGTH FEET• 27-28 PLAN&PROFILE-STORM DRAIN TOTAL 590.90 29-34 STORMWATER MANAGEMENT PLAN • TOTAL 590.90 GRAVES AVE. 35-42 DETAILS + n0 SITE 43-44 CROSS SECTIONS-GRAVES AVENUE NORTH SIDEWALK : o ..11 ` . 3 GRAVES - , i6 , z DESIGN DATA . -• -� f AVENUE - BRODIE AVE. o MAXIMUM HMA WIDTH 41 FT , ','1,1 s , .� ,� ��,f r_ __. MINIMUM HMA WIDTH 32 FT .. i - N MINIMUM STREET GRADE 0.5% N " m+—.-- w--.1. __ - aaaur,e,`'ti=-c �!"ta.�, ~1 PROJECT CONTROL C9 MAXIMUM STREET GRADE 10% # F { i " 6-1. F -1 ..._. _ , _ 'J HORIZONTAL UFO DNAU DATUM: STATE PLANE COORDINATE SYSTEM NORTH ZONE C09 i` _ a 1 _ n —_ SCALE FACTOR 1.000401381(0.99959878) POSTED SPEED LIMIT 20 MPH � � __ VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON DESIGN MPH 25 MPH - - ELEVATION=7497.80(NAVD88 VERTICAL DATUM) LLJ MINIMUM STOPPING SITE DISTANCE 151 NOTES I 0) NOT TO SCALE 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC LT MINIMUM K VALUE (CREST)* 19 PROJECT LOCATION MAP 2 THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES,RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. IS 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION CC MINIMUM K VALUE (SAG)* 40 PROFESSIONAL ENGINEER CERTIFICATION OR OTHER IMPROVEMENTS. 01 *VALUES AASHTO GREEN BOOK AND LARIMER COUNTY URBAN AREA STREET STANDARDS THESE CONSTRUCTION PLANS WERE PREPARED BY ME(OR UNDER MY DIRECT SUPERVISION)IN U TOWN OF ESTES PARK DRAWING REVIEW ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD STANDARDS AND THE STORMWATER DESIGN I STANDARDS FOR LARIMER COUNTY." N 0 ENGINEER'S NAME: JOHN E.TUFTE,PE REVIEWED BY: COMPANY: SANDERSON N8STEWART ,2021 o TOWN OF ESTES PARK ENGINEERING DATE TOWN OF ESTES PARK INDEMNIFICATION STATEMENT O THE ENGINEER WHO HAS PREPARED THESE PLANS,BY EXECUTION AND/OR SEAL HEREOF DOES o HEREBY AFFIRM RESPONSIBILITY TO THE TOWN,AS A BENEFICIARY OF SAID ENGINEER'S WORK,FOR 0. THE TOWN OF ESTES PARK REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS.REVIEW ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS,AND APPROVAL OF THESE PLANS BY THE BY THE TOWN DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. TOWN OF ESTES PARK PUBLIC WORKS DEPARTMENT SHALL NOT RELIEVE THE ENGINEER WHO HAS M PREPARED THESE PLANS OF ANY SUCH RESPONSIBILITY.FURTHER,TO THE EXTENT PERMITTED BY O LAW,THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE TOWN OF ESTES oI THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON-SITE IMPROVEMENTS PARK,AND ITS OFFICERS AND EMPLOYEES,FROM AND AGAINST ALL LIABILITIES,CLAIMS,AND WHICH MAY BE SHOWN.THESE PLANS ARE INTENDED TO BE FOR TOWN REVIEW OF PUBLIC 0 DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THE PLANS. Contract Information IMPROVEMENTS ADJACENT TO THE PROPERTY.CONSTRUCTION OF ON-SITE PRIVATE 0 IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORSHEET OR STUDY(S),FINAL r Contractor: DEVELOPMENT PLAN(S),SPECIAL REVIEW(S),AND BUILDING PERMIT(S)ARE COMPLETE,APPROVED AU NOTE: AND ON FILE WITH THE TOWN OF ESTES PARK. Resident Engineer: N -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE yl ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,SEWER, N Project Engineer: TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY N COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. rn PROJECT STARTED: ACCEPTED: -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND a) SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN i Comments: CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. N 'DI Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code 14 o Drawing File Name:20231_COVER.DWG 07/05/21 30% DESIGN PLAN SET — ST Orig. Scale: N/A Vert. Scale:N/A c) 10/28/21 60% DESIGN PLAN SET — p No Revisions: —CV COVER SHEET SRT M405-023 o SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — ESTES E .) PARK Designer: VJG m Engineers Surveyors CONTACT: Revised: — CDOT 23027 STEWART 425 West Mulberry Street,Ste 201 KERRY CHILDRESS P.E. ( ) — — — Detailer: — o, Enduring Community Design Fort Collins,Colorado 80521 970 773-7731 — — — C 0 L 0 R A D 0 Void: — Sheet Number 1 ( ) Sheet Subset: COVER Subset Sheet: 1 OF 1 E 5 PLAN M STANDARD PAGE PLAN M STANDARD PAGE PLAN S STANDARD PAGE NUMBER TITLE NUMBER NUMBER TITLE NUMBER NUMBER TITLE NUMBER O M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 O M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 79-97 O S-612-1 DELINEATOR INSTALLATIONS (8 SHEETS) 171-178 O M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 31 INCHES (19 SHEETS) (REVISED ON MARCH 5,2020) O S-613-1 ROADWAY LIGHTING (6 SHEETS) 179 106 O M-203-1 APPROACH ROADS 8 O M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) 98-101 (REVISED ON SEPTEMBER .30,2020) O M-203-2 DITCH TYPES 9 O M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS) 102 104 O S-613-2 ALTERNATIVE ROADWAY LIGHTING (4 SHEETS) (REVISED ON AUGUST 21,2020) (NEH ISSUED ON SEPTEMBER J0,2020) O M-203-11 SUPERELEVATION CROWNED AND 10 12 O M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 • S-614-1 GROUND SIGN PLACEMENT (2 SHEETS) 187-188 DIVIDED HIGHWAYS (3 SHEETS) (11 SHEETS) (REVISED ON MARCH 5,2020) O M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 O S 614 2 CLASS I SIGNS 189 O M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 O S-614-3 CLASS II SIGNS 190 O M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 O M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 (2 SHEETS) O S-614-4 CLASS III SIGNS (3 SHEETS) 191-193 O M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS).... 17-18 O M 607 3 BARRIER FENCE 122 O S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS 194-195 M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 O M-607-4 DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS) 123 127 FOR CLASS III SIGNS (2 SHEETS) (REVISED ON ✓ULY 13,2020) O S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS 196-197 O M 210 1 MAILBOX SUPPORTS (2 SHEETS) 30-31 O M-607-10 PICKET SNOW FENCE 128 FOR CLASS III SIGNS (2 SHEETS) O M 214 1 NURSERY STOCK DETAILS 32 O M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 O S-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) 198-204 O M-216-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 • M 608 1 CURB RAMPS (10 SHEETS) 138-147 (REVISED ON DECEMBER 31,2020) O M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 S 614 0 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS).205 206 MI M-609-1 CURBS, GUTTERS,AND SIDEWALKS (4 SHEETS) 148-151 (SUPERSEDED ON ✓ANUARY 23,2020 BY S-614-45) O M-412-2 CONCRETE PAVEMENT CRACK REPAIR (4 SHEETS) O M-611-1 CATTLE GUARD (2 SHEETS) 152-153 (NE{Y,ISSUED ON OCTOBER 4 2019) O S-614-10 MARKER ASSEMBLY INSTALLATIONS 207 O M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 40 O M-611-2 DEER GUARD (2 SHEETS) 154-155 O S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 O M-601-1 SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 41-42 O M 614 1 RUMBLE STRIPS (3 SHEETS) 156 158 O S-614-12 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 (2 SHEETS) O M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 O S-614-14 FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS). 211-214 O M-601-2 DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 43-44 O M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 O S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS 215 (2 SHEETS) O M-615-2 EMBANKMENT PROTECTOR TYPE 5 162 S 614 21 CONCRETE BARRIER SIGN POST INSTALLATIONS 216-217 O M-601-3 TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 45-46 O (2 SHEETS) M-616-1 INVERTED SIPHON 163 (2 SHEETS) (REVISED ON SEPTEMBER 21,2020) O M 601 10 HEADWALL FOR PIPES 47 O M-620-1 FIELD LABORATORY CLASS 1 164 O S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 218 O M 601 11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 O M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 O S-614-40 TYPICAL TRAFFIC SIGNAL 30'-75'DOUBLE MAST ARMS 219-223 O M-620-11 FIELD OFFICE CLASS 1 167 65'-75'SINGLE MAST ARMS (5 SHEETS) O M-601-12 HEADWALLS AND PIPE OUTLET PAVING 49 O S-614-40A ALTERNATIVE TRAFFIC SIGNAL 224-227 O M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) ... 50-51 O M 620 12 FIELD OFFICE CLASS 2 168 25'-55'SINGLE MAST ARMS (4 SHEETS) � M-603-1 METAL PIPE (4 SHEETS) 52-55 O M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 O S-614-41 TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240 O M-603-2 REINFORCED CONCRETE PIPE 56 / O S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) 241-244 O M-603-3 PRECAST CONCRETE BOX CULVERT 57 I S-614-43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 245-252 (REVISED ON SEPTEMBER 10,2020) C O L O R AD O (8 SHEETS) O M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 DEPARTMENT OF TRANSPORTATION O S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) 253-254 AND POLYPROPYLENE PIPE (AASHTO M330) O S-614-45 PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (6 SHEETS) O M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 M&S STANDARDS PLANS LIST (REVISED ON DECEMBER 4 2020) O M-603-6 STEEL REINFORCED POLYETHYLENE 60 O S-614-50 STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) 255-266 RIBBED PIPE (AASHTO MP 20) July 31, 2019 O S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 267-280 O M-603-10 CONCRETE AND METAL END SECTIONS 61 S-627-1 PAVEMENT MARKINGS (9 SHEETS) 281-289 O M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 (REVISED ON FEBRUARY 16,20211 (3 SHEETS) Revised on February 16' 2021 O S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 290-313 O M-604-10 INLET, TYPE C 65 (24 SHEETS) O M-604-11 INLET, TYPE D 66 _ O S-630-2 BARRICADES, DRUMS,CONCRETE BARRIERS (TEMP) 314 IN AND VERTICAL PANELS M-604 12 CURB INLET TYPE R (2 SHEETS) 67 68 ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED O S-630-3 FLASHING BEACON (PORTABLE) DETAILS 315 O M 604 13 CONCRETE INLET TYPE 13 69 AND REVISED, APPLY TO THIS PROJECT WHEN USED O S-630-4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 316-317 O M-604-20 MANHOLES (3 SHEETS) 70-72 BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. DETAILS (2 SHEETS) O M-604-25 VANE GRATE INLET (5 SHEETS) 73-77 O S-630-5 PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 318-319 O M-605-1 SUBSURFACE DRAINS 78 O S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY) 320 THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE O S-630-7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL 321-323 INDICATED BY A MARKED BOX - , AND WILL BE ATTACHED TO THE (3 SHEETS) PLANS. ALL THE OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER. Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_COVER.DWG 07/05/21 30% DESIGN PLAN SET A- Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 30% DESIGN PLAN SET - No Revisions: — CDOT M&S STANDARD PLAN LIST SRT M405-023 SANDERSON ft SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK R K Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry ers Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - FWest u Street,tdo 80521 (970) 773-7731 — COLORADO Void: - Sheet Number 2 Enduring Community DesignO - - _ Sheet Subset: STD PLANS Subset Sheet: 1 OF 1 6 GENERAL NOTES: GENERAL NOTES (CONT'D): GENERAL NOTES (CONT'D): 1. IT IS ESTIMATED THAT 5 HOURS OF POT HOLING WILL BE REQUIRED ON THIS 10. THE SULFATE EXPOSURE FOR THIS PROJECT IS CLASS 0. CONCRETE SHALL PROJECT. CONFORM TO CEMENTITOUS MATERIALS REQUIREMENT CLASS 0. 21. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 2. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER 11. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPROPRIATE OSHA AT ALL TIME. AREAS AND FACILITIES SUBJECT TO FLOODING, REGARDLESS OF THE REGULATIONS AND STANDARDS INCLUDING, BUT NOT LIMITED TO, 29 CFR PART 22. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL SOURCE OF WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST 1926, OSHA STANDARDS-EXCAVATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON TO THE TOWN. DESIGN OF SLOPING AND BENCHING FOR PROTECTION OF EMPLOYEES IN THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, EXCAVATIONS PLUS METHODS FOR PHYSICAL PROTECTION FOR FALL PROTECTION. UNLESS SPECIFICALLY NOTED OTHERWISE. 3. EMBANKMENT MATERIAL SHALL HAVE A RESISTANCE VALUE OF AT LEAST 40 WHEN TESTED BY THE HVEEM STABILOMETER. 12. CONTRACTOR SHALL NOTIFY OWNERS OF PRIVATE PROPERTY 48 HOURS IN ADVANCE 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS 4. RELOCATION OF EXISTING UTILITIES IS NOT PART OF THIS CONTRACT EXCEPT AS OF ANY POSSIBLE UTILITY DISTURBANCE. IT IS THE RESPONSIBILITY OF THE SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION CONTRACTOR TO COORDINATE ANY INTERFERENCE AT THE DISCRETION OF THE MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD OF UTILITY RELOCATIONS BY UTILITY COMPANIES IN HOW IT IMPACTS THE WORK AFFECTED PROPERTY OWNER. (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS SCHEDULE AND WORK PROGRESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE TOWN AND IT'S 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS FROM ENGINEER HARMLESS FOR DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO DAMAGE DURING CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY THE 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ADEQUATELY PROTECT EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THAT ARE NOT DESIGNATED FOR RELOCATION, SHALL BE RESET AT ON A SET OR RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE AND CONTRACTOR TO SCHEDULE UTILITY ADJUSTMENTS TO ELIMINATE CONFLICT WITH THE CONTRACTOR'S EXPENSE. THE CONTRACTOR AND ENGINEER SHALL NOTE AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. THIS INFORMATION PROGRESS OF THE WORK. THESE MONUMENTS IN THE FIELD PRIOR TO CONSTRUCTION. SHALL BE PROVIDED TO PROJECT MANAGER UPON COMPLETION OF THE PROJECT. 5. UTILITIES 14. OVERHEAD POWER AND TELEPHONE LINES ARE SHOWN ON THE DRAWINGS. THE TRAFFIC CONTROL NOTES: WATER TOWN OF ESTES PARK WATER DIVISION, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING OVERHEAD UTILITIES LOCATIONS CHRIS ESHELMAN, 970-577-3630 AND TAKING NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE WITH OVERHEAD 1. NO WORK MAY COMMENCE WITHIN ANY IMPROVED PUBLIC RIGHT-OF-WAY UNTIL A LINES PRIOR TO AND DURING CONSTRUCTION. RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN SANITARY SEWER ESTES PARK SANITATION DISTRICT, ACCORDANCE WITH MUTCD, TO THE TOWN OF ESTES FOR APPROVAL PRIOR TO ANY 15. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN JIM DUELL, 970-586-2866 BASED ON THE BEST AVAILABLE INFORMATION. CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC UPPER THOMPSON SANITATION DISTRICT, CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. MATT ALLEN, 970-586-4544 16. EXISTING UTILITIES: KNOWN SEWER, WATER MAINS, GAS MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND STRUCTURES ARE SHOWN 2. ALL TRAFFIC CONTROL SIGNAGE AND DESIGNATION SHALL BE IN ACCORDANCE WITH ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE THE CDOT M&S STANDARDS AND MUTCD. IT IS ANTICIPATED THAT CASE #'S 17, ELECTRIC TOWN OF ESTES PARK POWER & AVAILABLE TO OR DISCOVERED BY THE ENGINEER. THERE IS EXPECTED TO BE 20, 24 & 33 WILL BE REQUIRED. COMMUNICATIONS DIVISION, DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITY OF UTILITIES AND TYLER BOLES, 970-577-3607 STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE. THE 3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTIES AT ALL TIMES CONTRACTOR WILL MAKE THE INVESTIGATION DEEMED NECESSARY TO VERIFY THE DURING CONSTRUCTION. FIBER/TELECOM TRAILBLAZER BROADBAND, CORRECTNESS AND EXTENT OF THE UTILITIES. THE CONTRACTOR SHALL, AHEAD OF JOE LOCKHART, 970-577-3613 EXCAVATION, LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES SO THEY WILL 4. REMOVAL AND REPLACEMENT OF ALL STREET SIGNS, MAIL AND NEWSPAPER BOXES, NOT BE ACCIDENTALLY DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL DELINEATORS, OTHER MISCELLANEOUS SIGNS IS INCIDENTAL TO THE WORK. CENTURYLINK, ASSUME FULL RESPONSIBILITY AND LIABILITY FOR ANY DAMAGE TO UNDERGROUND DELINEATORS ARE NOT SHOWN ON THE PLANS, BUT MUST BE REPLACED AFTER JUSTIN WALLACE, 970-381-8449 UTILITIES AND STRUCTURES. SEWER SERVICES HAVE NOT BEEN FIELD LOCATED. CONSTRUCTION OF THE PROJECT. TDS, 17. CONTRACTOR SHALL COORDINATE OPERATIONS WITH THE ENGINEER AND OWNER 48 5. ALL SIGNS SHALL BE STORED IN A SAFE LOCATION AND REINSTALLED. RANDALL LOPEZ, 435-705-6006 HOURS IN ADVANCE OF ABANDONMENT OF ANY EXISTING UTILITIES. 6. THE CONTRACTOR SHALL COORDINATE WITH EMERGENCY ASSISTANCE AGENCIES TO 18. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS ENSURE THAT EMERGENCY VEHICLES ARE NOT HINDERED DURING CONSTRUCTION. GAS XCEL ENERGY, JODY HUTCHINSON, 970-225-7834 SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CONTRACTOR TO COORDINATE THRU DISPATCH 971-586-4000. TOWN OF ESTES PARK STANDARDS INCLUDING BUT NOT LIMITED TO - THE TOWN 6. CONTRACTOR SHALL CLEAN DEBRIS FROM EXISTING CULVERTS BEFORE EXTENDING OF ESTES RIGHT-OF-WAY PERMIT APPLICATION AND CONSTRUCTION GUIDELINES 7. CONTRACTOR SHALL BE ALLOWED NO MORE THAN 0 WORKING DAYS OF FULL ROAD CULVERTS. CULVERT CLEANING COST SHALL BE INCLUDED IN CULVERT EXTENSION AND THE TOWN OF ESTES POWER & COMMUNICATIONS OPERATIONAL MANUAL RULES CLOSURE OF GRAVES AVENUE. ANY ADDITIONAL FULL WIDTH CLOSURE MUST BE COST. AND REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE DONE USING FLAGGERS. THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY, ALL 7. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 19. THE CONTRACTOR SHALL HAVE, ON-SITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND 8. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL TREES LESS THAN 3 SPECIFICATIONS, A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED INCHES IN DIAMETER, LOGS, LIMBS, STUMPS, BRUSH, TRASH, ETC. TO AN OFFSITE FOR THE JOB, AND EASEMENTS. LOCATION. 20. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH 9. TRENCHES FIVE FEET OR OVER IN DEPTH SHALL BE EITHER SHORED OR TRENCH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR WALLS SHALL BE SLOPED TO THE APPLICABLE OSHA REGULATIONS. SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER (RYAN BARR, 719-205-6623) OR THE ENGINEER (SANDERSON STEWART, 970-893-1688) IMMEDIATELY. Print Date: 01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code A Drawing File Name:20231_COVER.DWG 07/05/21 30% DESIGN PLAN SET - A GENERAL NOTES Orig. Scale: N/A Vert. Scale:N/A (-) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON STEWART 01/14/22 90% DESIGN PLAN SET - Lr Designer: VJG SANDERSONI� CONTACT: �) E S T E S . PARK Revised: - 9 CDOT 23027 ST E WA RT�� Engineers Surveyors KERRY HILDRESS P.E. - - - - 425 West Mulberry Street,Ste 201 (970) 773-773 �)1 COLORADO Detailer: Enduring Community Design Fort Collins,Colorado 80521 = - - _ Void: - Sheet Subset: GEN NOTES Subset Sheet: 1 OF 2 Sheet Number 3 7 PAVING NOTES: EROSION CONTROL NOTES: MIGRATORY BIRD TREATY ACT (MBTA)L 1. EXISTING ASPHALT REMOVAL: ALL EXISTING ASPHALT (INCLUDING MILLED) 1. PERMANENT AND TEMPORARY EROSION CONTROL FEATURES MAY BE 1. TREE TRIMMING/REMOVAL SHALL BE DELIVERED TO THE TOWN'S STOCKPILES. ADJUSTED BY THE ENGINEER TO REDUCE THE ENVIRONMENTAL IMPACT. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS 2. DEPTH OF MOISTURE—DENSITY CONTROL FOR THIS PROJECT SHALL BE AS 2. ALL AREAS OF THE PROJECT THAT ARE DISTURBED DURING CONSTRUCTION BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN DO, MOST NESTING FOLLOWS: AND DO NOT RECEIVE A PERMANENT ASPHALT OR CONCRETE COVERING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUUSTST 3 311. HOWEVER, SINCE SHALL BE LANDSCAPED. THIS SHALL INCLUDE FURNISHING AND DISTRIBUTING SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE FULL DEPTH OF ALL EMBANKMENTS ADEQUATE TOPSOIL, SEEDING, AND FERTILIZING AS SPECIFIED IN THE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BASES OF CUTS AND FILLS 0.5 FEET CONTRACT DOCUMENTS TO RESTORE THE DISTURBED AREA TO A CONDITION BEGIN. EQUAL TO THAT PRIOR TO CONSTRUCTION. DISTURBED PARKING AREAS AND 2. BRIDGE/BOX CULVERT WORK 3. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL DRIVEWAYS SHALL BE RESTORED. BE CONSIDERED SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID BRIDGE OR BOX CULVERT WORK THAT MAY DISTURB NESTING BIRDS SHALL BE SEPARATELY. COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. NO 3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF BRIDGE OR BOX CULVERT WORK MAY TAKE PLACE BETWEEN APRIL 1 AND AUGUST 31. 4. FOR PRELIMINARY PLAN QUANTITIES OF PAVEMENT MATERIALS, THE THE CONSTRUCTION AND AT THE AREAS WITH DISTURBED SOIL, ON OR IF WORK ACTIVITIES ARE PLANNED BETWEEN THESE DATES, NESTS SHALL BE REMOVED FOLLOWING RATES OF APPLICATION WERE USED: OFF—SITE, PRIOR TO ANY OTHER GROUND—DISTURBING ACTIVITY. ALL EROSION (BEFORE NESTING BEGINS) AND APPROPRIATE MEASURES TAKEN TO ASSURE NO NEW CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE NESTS ARE CONSTRUCTED. FAILURE TO REMOVE AND KEEP NESTS FROM BECOMING TACK COAT EMULSIFIED ASPHALT (SLOW SETTING) .10 GALS./SQ. YD. CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREA IS ESTABLISHED MAY POSTPONE PROJECT CONSTRUCTION. (DILUTED) STABILIZED WITH HARD SURFACE OR LANDSCAPING. TO MITIGATE EROSION, BITUMINOUS PAVEMENT 110 LBS./SQ. YD./INCH THE CONTRACTOR SHALL USE STANDARD EROSION CONTROL TECHNIQUES 3. CLEARING/GRUBBING ACTIVITIES DESCRIBED IN "A GUIDE FOR EROSION AND SEDIMENT CONTROL IN URBANIZED AGGREGATE BASE COURSE (CLASS 6) 133 LBS./CU. FT. AREAS OF COLORADO" AS PUBLISHED BY THE NATURAL RESOURCES CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS CONSERVATION SERVICE, U.S. DEPT. OF AGRICULTURE, OR PER THE PROJECT SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE 5. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART MANAGERS DIRECTION. FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31, EMULSIFIED ASPHALT AND 1 PART WATER. RATES OF APPLICATION SHALL BE VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. OR LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR 4. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE 6. A TACK COAT IS REQUIRED PRIOR TO THE PLACEMENT OF SUBSEQUENT LIFTS SHALLES BE AS ORDERED. COST FOR DUST PALLIATIVE WILL NOT INB IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. MEASURED OR PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. OF HBP. THE COST OF THE TACK COAT SHALL BE INCLUDED IN THE COST OF FAILURE TO MAINTAIN VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE H.B.P. (GR. S). PROJECT CONSTRUCTION. 4. BIRDS OF PREY 7. BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE PRESENT ROADWAY AS DIRECTED. CLEANING WILL NOT BE PAID FOR FOR BIRDS OF PREY THAT COULD POTENTIALLY NEST NEAR THE PROJECT SITE, PLEASE SEPARATELY BUT SHALL BE INCIDENTAL TO THE HBP. CONTACT THE LOCAL AGENCY'S CONSULTANT BIOLOGIST AND/OR REFER TO THE COLORADO PARKS AND WILDLIFE'S "RECOMMENDED BUFFER ZONES AND SEASONAL 8. A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH WILL BE REQUIRED WITH RESTRICTIONS FOR COLORADO RAPTORS" GUIDELINES AVAILABLE AT COLORADO PARKS EACH BITUMINOUS PAVER. THIS DEVICE SHALL BE USED ON EACH PASS AND ABBREVIATIONS AND WILDLIFE DISTRICT OFFICES. LIFT OF BITUMINOUS PAVEMENT PLACED. AC=FINISHED GRADE AT ASPHALT PC=POINT OF CURVATURE LINETYPES 9. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING BC=FINISHED GRADE AT BUILDING CORNER PI=POINT OF INTERSECTION LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE EXISTING PROPOSED BRK=GRADE BREAK POC=POINT ON CURVE SUCCEEDING LAYER IS PLACED. BFV=BUTTERFLY VALVE PRC=POINT OF REVERSE CURVE EASEMENT LINE 1• STORM DRAIN 10. PRIOR TO PLACEMENT OF ASPHALT, CONTRACTOR SHALL PROOF ROLL BVC=BEGIN VERTICAL CURVE PT=POINT OF TANGENCY RIGHT OF WAY LINE CURB AND GUTTER SUBGRADE. CS=CURB STOP PVI=POINT OF VERTICAL INTERSECTION MAJOR CONTOUR EDGE OF ASPHALT SYMBOLS EA=FINISHED GRADE AT EDGE OF ASPHALT RED=REDUCER MINOR CONTOUR EDGE OF GRAVEL EC=FINISHED GRADE AT EDGE OF CONCRETE RT=RIGHT EDGE OF ASPHALT 3157 CONTOUR 0<SANITARY MANHOLE S STEEL POST EVC=END VERTICAL CURVE SD=STORM DRAIN OVERHEAD ELECTRIC LINE I J DEMO AREA GAS MARKER r . T-POST EW=FINISHED GRADE AT EDGE OF WALK SDI=STORM DRAIN INLET ELECTRIC LOCATE I I PROPOSED ASPHALT CC CURB CUT ' WOOD POST EX=APPROXIMATE EXISTING ELEVATION SDMH=STORM DRAIN MANHOLE X FENCE ,, .. .: ••..'.• ' ••I PROPOSED CONCRETE = MAILBOX 6 DECIDUOUS TREE FL=FINISHED GRADE AT FLOWLINE SRVC=SERVICE f 3 CHAIN LINK FENCE I ® FIBER OPTIC VAULT CONIFEROUS TREE FT=FEET SS=SANITARY SEWER ' `````I"'`---`'''� PROPOSED GRAVEL FIBER OPTIC LOCATE O TELEPHONE PEDESTAL LANDSCAPE ROCK FG=FINISHED GRADE SSMH=SANITARY SEWER MANHOLE FLOW LINE B VALVE BOX ��. HANDICAP RAMP GR=EXISTING GRADE AT GROUND TC=FINISHED GRADE AT TOP BACK OF CURB GAS LOCATE m ELECTRIC VAULT o FENCE GATE GV=GATE VALVE TW=FINISHED GRADE AT TOP OF WALL EDGE OF GRAVEL DIELECTRIC BOX EXISTING SIGN I PROPOSED SIGN HP=HIGH POINT WTR= WATER PIPE E—GUY WIRE ■ FOUND MONUMENT AS DESCRIBED LF=LINEAL FOOT (TYP.)=TYPICAL SANITARY LINE LT=LEFT f0 POWER POLE A CONTROL POINT WATER LOCATE ELECTRIC TRANSFORMER KEYNOTE CALL OUT En _ TO (SEE KEYNOTE LEGEND) ` °. . . ° z .1_„] EXISTING CONCRETE rxi WATER VALVE Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_COVER.DWG 07/05/21 30% DESIGN PLAN SET — GENERAL NOTES & Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: E S T E S �.� P A R K Revised: — CDOT 23027 STEWART 425 Mulberry 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Ft West Mulb rry Street, ,Stee1 (970) 773-7731 — COLORADO Void: — Sheet Number 4 Enduring Community ossign ( ) — — Sheet Subset: GEN NOTES Subset Sheet: 2 OF 2 8 SUMMARY OF APPROXIMATE QUANTITIES 603-50012 12 INCH PLASTIC PIPE LF 10 CDOT ITEM DISCRIPTION UNIT ROADWAY 603-50024 24 INCH PLASTIC PIPE LF 325 ITEM NO. PLAN AS CONST. 201-00000 CLEARING AND GRUBBING LS 1 604 20003 OUTLET STRUCTURE(24"PLASTIC EACH 1 END SECTION) 202-00010 REMOVAL OF TREE EACH 2 OUTLET STRUCTURE(12"PLASTIC 604 20003 END SECTION) EACH 1 202-00031 REMOVAL OF FIRE HYDRANT EACH 1 202-00032 REMOVAL OF VALVE EACH 1 604-39000 MANHOLE SPECIAL(24"PLASTIC 45 EACH 3 DEG BEND) 202-00200 REMOVAL OF SIDEWALK SY 29 MANHOLE SPECIAL(24"BY 12" 202-00220 REMOVAL OF ASPHALT MAT SY 518 604-39000 PLASTIC TEE) EACH 2 202-00250 REMOVAL OF PAVEMENT MARKINGS SF 1885 MANHOLE SPECIAL(24"PLASTIC 90 REMOVAL OF PAVEMENT MARKINGS 604-39000 DEG BEND) EACH 1 202-00251 SF 80 (ASPHALT GROOVING) 604-19120 INLET TYPE R(20 FOOT) EACH 1 202-00810 REMOVAL OF GROUND SIGN EACH 2 202-05026 SAWING ASPHALT MATERIAL(6 LF 630 608-00006 CONCRETE SIDEWALK(6 INCH) SY 287 INCH) 608-00010 CONCRETE CURB RAMP SY 21 608-00015 DETECTABLE WARNING PLATE SF 16 203-00000 UNCLASSIFIED EXCAVATION CY _ 8 203-00060 EMBANKMENT MATERIAL(COMPLETE CY 587 CURB AND GUTTER TYPE 2(SECTION IN PLACE) 609-21020 II-B) LF 590 203-00210 BORROW(COMPLETE IN PLACE) CY 527 203-01500 BEADING HOUR 5 614-00011 SIGN PANEL(CLASS I)(3 SIGNS) SF 19 203-01550 DOZING HOUR 5 STEEL SIGN POST(2X2 INCH 614-00216 TUBING) LF 27 207-00106 SWEEPING(SEDIMENT REMOVAL) HOUR 20 STEEL SIGN POST(2.25X2.25 INCH 207-00107 REMOVAL OF TRASH HOUR 20 614 00218 TUBING LF 9 207-00205 TOPSOIL CY 152 207-00210 STOCKPILE TOPSOIL CY 152 619-00007 CONNECT TO EXISTING WATERLINE EACH 1 EROSION CONTROL MANAGEMENT 619-06060 6 INCH DUCTILE IRON PIPE LF 36 207-00207 (ECM) DAY 30 619-75048 6 INCH GATE VALVE EACH 1 619-78048 6 INCH FIRE HYDRANT EACH 1 208-00002 EROSION LOG TYPE 1 (12 INCH) LF 50 208-00035 AGGREGATE BAG LF 10 625-00000 CONSTRUCTION SURVEYING LS 1 208-00020 SILT FENCE LF 550 208-00045 CONCRETE WASHOUT STRUCTURE EA 1 626-00000 MOBILIZATION LS 1 212-00006 SEEDING(NATIVE) ACRE .2 627-00004 EPDXY PAVEMENT MARKING SF 1207 PREFORMED THERMOPLASTIC 627-30405 MARKING(WORD-SYMBOL) SF 141 213-00002 MULCH(WEED FREE HAY) ACRE .2 213-00061 MULCH TACKIFIER LB 12 627-30410 PREFORMED THERMOPLASTIC SF 212 MARKING SOIL RETENTION BLANKET 216-00111 (EXCELSIOR)(PHOTODEGRADABLE SY 775 630-00016 TRAFFIC CONTROL(SPECIAL) LS LS 1 CLASS 1) 700-70380 F/A EROSION CONTROL FA 1 304-06004 AGGREGATE BASE COURSE(CLASS 6) CY 68 306-01000 RECONDITIONING SUBGRADE SY 346 403-00720 HOT MIX ASPHALT(PATCHING) TON 89 412-00800 CONCRETE PAVEMENT(8 INCH) SY 570 Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions A As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_COVER.DWG 07/05/21 30% DESIGN PLAN SET — SUMMARY OF APPROXIMATE QUANITIES Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: ESTES PARK Revised: — CDOT 23027 ST E WART 425 Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Ft West Mulberryu Street, el (970) 773-7731 — COLORADO Void: — Sheet Number 5 Enduring Community Design ( ) — — Sheet Subset: SAQ Subset Sheet: 1 OF 1 9 \ EXISTING EXISTING 10.00' UTILITY EASEMENT o \� LANDSCAPE 1181 GRAVES AVENUE EXISTING REC. NO. 36657 LOT 1 EXISTING 10.00' UTILITY EASEMENT r• \ ____ \\\\ \TIMBER OWNER: O'REILLY ENTERPRISES, LLC BLOCK WALL DEVILLE REC. NO. 85024471 z Ns:. \ \\ — FOUIID #4 REBAR_ ` — _ — __ — __ II ° a 1 — a / • \ WITH Y�C— — c \ \/ d / y. // ° . . ,_,,,_]---- d a 4 \ '.b EXISTIN� EXISTING \ STOP BAR \\ \GRAVES AVENUE \\\ \ EX STING LANDSCAPE ROCK \/ \ RECTANGULAR © Q BE \ \(\50 ROW) \ ,388, RAPID FLASH .REMOVED \ !— \ \ EXIST\ING�SHOULDER AND CENTERLINE LANE STRIPIN�9 TO BE REMOVED s6, BEACON \ EXISTING TURN �s �S s9 s9 0\ / �� �� 's LANE STRIPING x �� 0� \ \v s ss� s9� 2 �� TO B R EM OV / �, //\\ �� \ XISTING LAN / EXISTING SHOULDER LANE STRIPING\ TO BE REMOVED \ o o / \ DIRECTION MARKERS / / / \ AI 1)- '\ / \ \ f0 BE REMOVED / c.._� wG \ -2) \ \ _ _ __ — — — ���\ �l ss/ \\\ ss ss / C\_________,,_,_ G \ \ / 7593 - - - - - - - \ \� \ h /i /� \\ I = — \ EXISTING-L S�A - - - - - - - - - - R\ / �_ \� \ ►i I G' \ \ , ) \ —7595— --TIMBER �\ \ I \ \ \ f A \ EXISTING NO VEHICLES SIGNi / \\ V .��`1l\i�� //�� ��� �� � � ' _ -- / 1 \\ � \ q CO /\ \\ `/\ /T �` �� w .��.~�� EX�TING WOODEN SIGN --\- �r — � \ 1 I I\ \ \ \ �� i �� — / EXISTINC310.00' UTILITY EASEMENT EXISTING \ / \ �� �� S� �`' �� SCHOOL /� �e \ \ REC. NO. 20050011972 // \ISTING\ ( ( 0 ST. VRAIN AVENUEZONE ASPENWOOD IGN SCAPE/ \ aIv�\ i —\ (OWNER: MULTIPLE PARTIES PROFESSIONAL CONDOMINIUMS LAN I ') ) XI STIN 6 \ //� \ \\\ I /� `APHAAljTH \\ \\ \ \ 10 0 10 zo HORIZON/AL DATUM: MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE ,�, HORIZONTAL SCALE: 1"=20' SCALE FACTOR 1.000401381(0.99959878) NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION NORTH VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) SITE PLAN NOTES NOTES: I. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC Q REMOVAL BY PRESSURE WASHED OR 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, SODA BLASrED RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY © REMOVAL BY GRINDED OFF CONSTRUCTION OR OTHER IMPROVEMENTS. DEMOLITION QUANTITIES: L STRIPING A. 1084 LF DOUBLE YELLOW CENTERLINE STRIPING B. 1795 LF WHITE SHOULDER STRIPING C. 70 LF WHITE TURN LANE STRIPING D. 35 LF WHITE STOP BAR E. 2 EA LANE DIRECTION MARKERS 2. CONCRETE-400 SF 3. ASPHALT-450 SY 4. ASPHALT SAWCUT-605 LF Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions - As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_EXISIINGJ2ROD.DWG 07/05/21 30% DESIGN PLAN SET — . . GRAVES AVENUE EXISTING CONDITIONS AND DEMOLJTION PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK R K STEWART 425 West Mulberry Street,Ste 203 KERRY HILDRESS P.E. ( ) — — — Detwiler: — F u Colorado sose1 (970) 773-7731 — COLORADO Void: — Sheet Number 6 Enduring Community Design ( ) — — Sheet Subset: EX. & DEMO Subset Sheet: 1 OF 5 10 1191-1203 GRAVES AVENUE LOT 10 I LOT 11 OWNER: MULTIPLE PARTIES DEVILLE DEVILLE _____;_7=,_ EXISTING SHRUBS EXISTING 10.00' UTILITY EASEMENT EXISTING 10.00' UTILITY EASEMENT 1221 GRAVES AVENU EXISTING • a — REC. N0. 36657— EXISTING KEYPAD OWNER: SCOT W11L\ _ REC. N0. 36657 r / ^° .d i a d. < ` �.a 4. e . .. na a a `_ . • . .., Q, .e .•. . . ° • °. � e .ad e• , ad a. . e /' ., a • \ j - - - a ---_ , \)s8> EXISTING SHOULDER LANE' TRLPING TO BE REMOVED GRAVES AVENUE7385'88 \ sgg \ss3 \'s82 " s�\ \ � � (50' ROW) � � \ �\ N� \ \ EXISTING 5.00' DRAINAGE EASEMENT o �� \ RTC. N0. 20060005719 �� EXISTING SSMH 1930 EXISTING CENTER LANE STRIPING TO BE REMOVED I \\ o- RIM=7585.97 \ Al \ W _ w EXISTING\BLOCK WALL \ I \ 7 SS WG `�� S I W G / 5� W C SS W G ���. G SS SS �— SS G G r ) W I W vv w - JJ /SS �\\��� — — / — -I / _ -- / T \ T SS _ L J — _ � /i \ _ -- — N __- - - - - -_ =Nikfi _ cn 1)\--------1 — FOUND'#4 DEBAR 11 I ��G' i, c ®�/ OUTL T A Alt XI.STIgG EXISTING I / STONE RIDGE � WITH OPC LS 289 4=' Ci �5�� 1 2 — ,e, S�. STONE — _ s L_ANDSCAPE II �— _ _ / CONDOIAINIUMS o _ —7�ss e� SIGN E =I \ / I ° e EXISTING PIPE i • •a . �. y _ _ _7587 _ _ FOUND4 REBAR/ I UNDER TIMBER — — ,/ — I� WITH OP LS 2 974 \\ — $ / �� ��I —758s _ STONE RIf�GE CONDO �\ \ EXISTING 1 NO. 20060005719 MEN ONE STORY \ I \ II \ OWNER: JAMS ARVIDSON � j \ EXISTING \ ONE STORYCOMMERCIAL i \ EXISTING CHtSE \ SCHOOL o t COMMERCIAL U \ N EXISTING I \ ZONE \I 10.00' U'TILITY EASEMENT SIGN ISTING EXISTING CHASE LOT 34B LANDSCAPE KEXISTING AME DED PLAT OF LOT 34A MANFORD ADDION ANDREC. N0. 2006000719 REC. UTILITY EASEMENT :.k L :''AE ADDITION OF THE AMENDED I TIMBER NO. 20060005719 LOT PLALLC OF A PORTION OF LOT 34 MANFORD ADDITION AND A PORTION OF LOT 34 BONNIE BRAE ADDITION 1180 GRAVES AVENUE OWNER: GRAVES AVENUE PLAZA, l I HORIZONTAL DATUM: NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��i, 1II 0 0 10 20 MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE HORIZONTAL SCALE: 1"=20' SCALE FACTOR 1.000401381(0.99959878) NORTH VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) NOTES: SITE PLAN NOTES I. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, A REMOVAL BY PRESSURE WASHED OR RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. SODA BLASTED 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. ® REMOVAL BY GRINDED OFF DEMOLITION QUANTITIES: L STRIPING A. 1084 LF DOUBLE YELLOW CENTERLINE STRIPING B. 1795 LF WHITE SHOULDER STRIPING C. 70 LF WHITE TURN LANE STRIPING D. 35 LF WHITE STOP BAR E. 2 EA LANE DIRECTION MARKERS 2. CONCRETE-400 SF 3. ASPHALT-450 SY 4. ASPHALT SAWCUT-605 LF Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_EXISIINGJ1ROD.DWG 07/05/21 30% DESIGN PLAN SET — . . GRAVES AVENUE EXISTING CONDITIONS AND DEMOLJTION PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK A R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detwiler: — Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 7 Enduring Community Design ( ) — — Sheet Subset: EX. & DEMO Subset Sheet: 2 OF 5 11 1`D \\\ - - - - LOT 11 _ _ LOT 12 - - - \ / // \\\ \ \ � � / \ - - - z DEVILLE , - - - _ -- - -DE4_ 3_=— s / \ \\� \ FOUND #4�E�AR / — w 1221 GRAVES AVE NU \ - - - - - - \ \ / \ - - � — — � N 75765 - OODSTOC� — — — — — \\ WITI OPC LB 37946 EXISTING 6O1 OWNER: SCOTT \MIL\LE EX "f�00�TTTILLLY�ASFME � \ \ 24' C1VIP \ a —OWNEi� IPISEL ORATE-8,—L�_— — — — \ �. \ \ - - � j'Nei,� >s> 7® � IA \\ \ \ \ l5 � \ \\ I� \ � FL=7564.51 —rr a \ \ — \ J II■:=9a1Iu1■!1M u \\ \ \ 1 I , w — w — — — — G G �__ell \ _ ♦ ` P — --0H� 09' \ EMI TING / i / / ® EXISTrtN� - - - - - - - O I _• \ e CONDUIT <� f / — �. 1l���Ar _CQNT_UI1- - - - - - -- -- -_ — � __ _ — — ` �� ` A A �A Ii.. :.ate- \ \ \ ,� x' \ / N N ����`_ N `v��//i17I/I/AWIr���r//I112IY — --- �/TIi�I1 7/vvi1�:VM! se 2\ \ EXISTINN' CENTER LA1d STRIPING Ti E REMOVED \ EXISTING \ N \ N> N \ \ \ MAILBOXES T N> S> s> \> N \ N N N N N REMAIN IN PH 1 \'s> s'3 2\ TN s'oN / I z_ s r �� N 0 \ J � FOUN, #4 REBAR '5' " GRAVES AVENUE EXISTING/24" CMP \ EXISTING FED \ �^ \ WITH BROKEN PC :XISTING SHOULDER, LANE STRIPING �f0 BE REMOVED FL7567.64 \ AHEAD 1 Q c c \ I (50' ROW) w _ w / w - / \ li, SIGN t � � � / — T ._./ T. 111111111 / / / / / — / - _ • / EXILING )• — -> J ;; / / OUTLpT A \ _,L,_ \ N �� i / 010 \ I V ��DIRT COVERING /_ _ / / STONE/RIDGE _ / I ' \ �� /`�— —ASPHALT, c_ _ — — — _ _ — _ I / I �11 /— s / �7 O7. CONDOMINIUMS �j / ) — — — tv `i — — —\.\\\\ _— �\\\k. \ 1_ — —, — — — 1 — 7 — / —75j>� \ �� A. EXISTIN' \ _ \ SSMH 1�951 TWO STORY FRAME EXISTING\12" CMP I E 11) / �!�� RIM=757\7.70 MULTI UNIT RESIDENCE STONE RIDGE CONDO a���1A FL"Y569.21 r OWNER: JAMES ARVIDSON �.-` N I STONE RIDGE TGONDOS \ \\ / � N OWNER: JAMES AR\VIDSON \\ I / / \ / \ EXISTING \ \\ 1 \ II EXISTING 16.00' 1260 GRAVES AVENUE 30' X\30 T _ 1, ' LIFT STATION EASEMENT-- ROW RESERVATION \ \ REC. NO. 94071574 I "LOT 32 \ B1706 P128 MANFORD ADDITION \ I / STONE RIDGE I / CONDOMINIUMS HORIZONTAL DATUM: NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��i tii o 0 10 20 MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE HORIZONTAL SCALE: 1"=20' SCALE FACTOR 1.000401381(0.99959878) NORTH VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) SITE PLAN NOTES NOTES: Q I. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC REMOVAL BV ESSURE WASHED OR 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, SODA BLASrEDPR RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY REMOVAL BY GRINDED OFF CONSTRUCTION OR OTHER IMPROVEMENTS. DEMOLITION QUANTITIES: L STRIPING A. 1084 LF DOUBLE YELLOW CENTERLINE STRIPING B. 1795 LF WHITE SHOULDER STRIPING C. 70 LF WHITE TURN LANE STRIPING D. 35 LF WHITE STOP BAR E. 2 EA LANE DIRECTION MARKERS 2. CONCRETE-400 SF 3. ASPHALT-450 SY 4. ASPHALT SAWCUT-605 LF Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_EXISIINGJ2ROD.DWG 07/05/21 30% DESIGN PLAN SET - . . GRAVES AVENUE EXISTING CONDITIONS AND DEMOLJTION PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK A R K STEWART 425 West Mulberry Street,Ste 203 KERRY HILDRESS P.E. C ) - - - Detwiler: - F u Colorado sose1 (970) 773-7731 - COLORADO Void: - Sheet Number 8 Enduring Community Design ( ) - - Sheet Subset: EX. & DEMO Subset Sheet: 3 OF 5 12 \ \ 1310 MANFORD AYENU� ' _ — — ' EXISTING �� so —EXISTING / \ w - - -OWNER:-ES`TES PARK HOUSING AU-THORtri- I)t.�= �(Z}% 'r z - - - 24" ADS �� —� 24" ADS / �\\ �/ FL=7561.62- _�/ I`"� 1 �� `T 7561.42 — — — — - - - - - - - \\ G vao \ G G �— — G— — — _ _ — _GG I���iii— G \ — — — — — — - - - - - - - - - - - - _ _ _ _ \ _ _ Lmi : W\ - - W - - - - -� - - L____ _ _ _ _ _ _,,,,'' w \ � -_- - -G - - - - - G- - - - G _ SSM HXI1�TI79�\ '� W — - - -W - - - - � - - W _ \ IM=7561 6N o LJ� EXISTING \ \ \ \ / ( N N. TREE TO-BE__ EXISTING 20 MPH SIGN EXISTING STOP SIGN — _ / / 9\ REMOVED \ s TO BE RELOCATED - _ _ TO BE RELOCATED EXITING-GETTER LANE LINES TO BE REMOVED -75ss_ \ 'SAs \N J� I _ EXISTING PER\/— \\\\\.\._ \ EXISTING LANDSCAPE �Ss \ 2 AHEAD \\ C�CISTING 10.00' UTI ITY EASEMENT EXISTING SHOULDER LANE STRIPIN6YO\BE REMOVED \ GRAVES AVEN ] Sm - -\\\\.\. _ k* SIGN REC. NO. 9 071574 TIMBERS AND EXISTING \ (50' ROW) \ LANDSCAPE ROCK. I ANDSCAPF TIMBERS \ \\ AND LANDSCAPE ROCK \ 1,1 \ 0 I \ — - - , Z5j7\ Imo - - -- -\ 7570- - \9\\ \ I \ — _ \ \ \ b 2 \ / / __ \\\�\ , \ I 1 / as a, v ° ° _ __ , .,,, a • ° ° EXISTING SHOP B� \ / \ / a . 'EXISTING • �// 1 �` TO BE REMOVED\ r _ __„„.„, (, \ /EXISTING LOT 1 \ EXI§TINIO 10.0"0' UTkLITY EASEMENT : 1•350 GR�VES �� \ AL-LNUTT SIGN ' EPOC SUBDIVISION \ .° \ REC. NO. 94071574 . • °SIGN a` \ - � ° /17(..----- ° • LI ° 11 u ° 4 • • ! \! 1,//, I ° 1302 GRAS AVENUE ° a ° EPOC �SUBDWISION �I - ' \L a° OWNERa ALLMUTT FUNER-AL-S€RVIC , INC. \ \ � °� • N`\ - NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ----, 511101 ill' 4 II z EXI TING \ `' 15 ��// HORIZONTAL SCALE: 1"=20' SSMH 1 79 0 � N NORTH � .IM=7561. f\ / • ---N------ " W \ N l�WO /7561- \ \ \— HORIZONTAL DATUM: - C��'c'7 7�\ / . .° MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE \\��l f/ \ : SCALE FACTOR 1.000401381(0.99959878) \ \ } Q \ VERTICAL DATUM: \ \ ',I _ I— W NGS VERTICAL BENCHMARK COLLINSON �$6, \ XI ST�G-7562 \ \ — w 4 ELEVATION=7497.80(NAVD88 VERTICAL DATUM) A �` o C TER LANE 'D� NOTES: 2 ` LI N E TO BE �i�/J\ ° ° 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC GRAVES A VE N , R E I�OVEt9 M 7- — 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, \ O, ROW` O _ Q ° RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. /1 \ 7 5 Z9. U 4 • 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY ° CONSTRUCTION OR OTHER IMPROVEMENTS. \ \ EXISTING SHOULDER \N` STRIPING TO BE REMOVED w S DEMOLITION QUANTITIES: 1. STRIPING .\\\\\�c \\\\� r, A.— B. 1784 LF 795 LF WHITE SHOULDER STRIPINGE YELLOW STRIPING tSS'il ]� \ / \ SITE PLAN NOTES C. 70 LF WHITE TURN LANE STRIPING \ D. 35 LF WHITE STOP BAR E. 2 EA LANE DIRECTION MARKERS \ • I' • Q REMOVAL BY PRESSURE WASHED OR 2. CONCRETE-400 SF \,\ V I = ° RE MO AL BY D 3. ASPHALT-450 SY G 7r1\ VVV O (`, � 4. ASPHALT SAWCUT-605 LF —, \ EX STINV 4 Q REMOVAL BY GRINDER OFF \ \ \ _ SSMH 1�428I\ \ \ \ \D_ -75NM.=75 _5 20 �sPEXISTING SLOP-B IR.TO BE REMOVED- *?74,� H II I N_ + Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_EXISTING_PROD.DWG 07/05/21 30% DESIGN PLAN SET - GRAVES AVENUE EXISTING CONDITIONS AND DEMOLJTION PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - Lr Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S P A R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) - - - Retailer: - Fort Collins,Colorado 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 9 Enduring Community Design ( ) - - Sheet Subset: EX. & DEMO Subset Sheet: 4 OF 5 13 I -U / 4 CO ® / °I p / / / 1' .. ,iii. / > / / • d g • ill EXISTING TREE AND VALVE BOXES TO f<Tl / o � 4, / / e� / / I I REMAIN AND BE PROTECTED DURING Z / 73 / d/ / / 4• t CONSTRUCTION C i / // // ��h / 1 • ,II� m / / __ / / T / 56 Ex— rn / � / /� / // / / �� // �� �y'' I I p o r\ / / / / 5e LIGHT POLE TO REMAIN AND / I To ( � :Sti � B POTECTED DURING CONSTRUCTION // // 4 1 / I"O / 7EXIS NG SMH 4 �/ II , JVESTING ` RIIv1�7568,64 / / / ) ` ��562 1�1 ° / / / �/ / Q ° /D / // / / ���/ // 111 I \ \ \ \M=756 _50 X,i'STING .$DMHI 1� / \ 1 \ / / . \� _ �/ // / a O. I / / , IEXISTING SDMH �� / / N // / �'�� I RIM=7568.61 4 :'4. . ' \ I I I ` , • EXISTING 1-8"/ • ••1�'0. I' — / — \ I I I `� STORM i�RAIN / I i I I or ° (0 0 /:. ° EXI NG I� 1I tO / I tO EXISTING SECURITY SIGN U° • °� LANf ]SCAPE RO6t 6o OF EXISTING RETAINING WALL TO BE TO BE REMOVED AND °o •4. o TO J$E REM VE�S ( MOVED. REMAINING RETAINING WALL I RELOCATED i,tN 110 REMAIN AND BE PROTECTED • a. / ?URING CONSTRUCTION I I �-TD / — i — / / /—/ HORIZONTAL DATUM: MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) B RO D I E AVENUE SIDEWALK EXTENSION �, 10 0 10 20 VERTICAL DATUM: 11 NGS VERTICAL BENCHMARK COLLINSON HORIZONTAL SCALE: 1"=20' ELEVATION=7497.80(NA V D88 VERTICAL DATUM) NORTH NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. DEMOLITION QUANTITIES: 1. CONCRETE-210SF 2. ASPHALT-45 SY 3. ASPHALT SAWCUT-95 LF NOTE: -DUSTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_EXISTING_PR0D.DWG 07/05/21 30% DESIGN PLAN SET - Scale: N A Vert. Scale:N A _ BRODIE AVENUE EXISTING CONDITIONS AND DEMOUTION PLAN Orig. / / �) 10/28/21 30% DESIGN PLAN SET No Revisions: - SRT M405-023 SANDERSON AA SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 Mulberry Ste 201 KERRY HILDRESS P.E. c) - - - - Detailer: - Ft West Mulb Try Street,t 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 10 Enduring Community DesignO - - _ Sheet Subset: EX. & DEMO Subset Sheet: 5 OF 5 — 14 \ \ EXISTING 10.0' UTILITY EASEMENT o LOT 1 REC. NO. 36657 , \ DEVILLE w z � U \ ‘,, ~ - 31.6' 6\ ASPHALT 0 WIDTH ` o o 11/4 \44444"milleume' VARIES = 44tim .------ \ ill — 10.0' �0.0' MIN. 11.0'11114711. 1oz+oo _ __ — — Z� 1.0' — - 101+00 - +'5— _ 1r �� - - VARIES GRAVES AVENUE (50� ROW) \ 0,!y VARIES G G _ 11.0' MIN.- G G wG - T 11.0' MIN. \\\\\\ s - �______ ss SS SS —ir--- w O ♦ / p ��� ilk GAlk j T T T T T T N\I I T -. A, \ I SS -- U.10 ---rl-----\ \ /\ . _ \._ /I/ �/ �, / \ \ \ — _ 4i ,6\ ' / N\\\i //, 70 i \\\ inir ---- ---- ---\ Ss �� T ��� �"� ' 1i EXISTING 10.0' UTILITY EASEMENT \--- �� i ��� REC. NO. 20050011972 �/ a ASPEN WOOD — �� `, — PROFESSIONAL CONDOMINIUMS �\ \ /� // / '\ to 0 10 20 ..8888" ..........\ ` \ �4rAgell , HORIZONTAL SCALE: 1"=20' NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION NORTH HORIZONTAL DATUM: MODIFIED NAD83/201 I COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) SITE PLAN NOTES VERTICAL DATUM: CD NGS VERTICAL BENCHMARK COLLINSON A, (SEOCTTICURBON IIB)AND GUTTER TYPE 2 ELEVATION=7497.80(NAVD88 VERTICAL DATUM) ADA ACCESSIBLE RAMP a,NGTE$: EXISTING MAILBOXES I. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC A, 12 WIDE RETAINING WALL WITH RAILING. 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD.DWG 07/05/21 30% DESIGN PLAN SET - A. GRAVES AVENUE SITE PLAN Orig. Scale: N/A Vert. Scale:N/A (—) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON, SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - LI Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S P A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) - - - ' Detwiler: - Fort Collins,Colorado 80521 (970� 773-7731 - COLORADO Void: - Sheet Number 11 Enduring Community Design ( ) - - Sheet Subset: SITE Subset Sheet: 1 OF 5 15 LOT 10 I LOT 11 EXISTIt DEVILLE DEVILLE id EXISTING 5' SIDEWALK I I \ / 00 U a •Cfrn \ I • CDOT TYPE 2 PAf< P I P JGlG1 P v) CD t U _� VARIES 10' MIN. M _ 00 — _ I 104i 00 105+00� VARIES ~ 10.0' MIN. 11.0' 30.6' i, \ VARIES ASPHALT 9' MIN. W !°D WIDTH _ G-_ c SS S w G S W C �ti G SS � C SS SS W SS W G W G SS 3S — — �C (, - Pf T T T �� ■ ♦ ♦ c: T 7 I a T �n ,,\) _ _ _1 CC li, -,3 \ E0 10 ___. , _ _ __ _ A ,, CCU 0 _ ,5, ,__ 4 ' 1 ``` II 0OUTLOT A 1 1 EXISTING 5.0' DRAINAGE EASEMENT STONE RIDGE EXISTING 10.0' UTILITY EASEMENT _ REC. NO. 20060005719 CONDOMINIUMS REC. NO. 20060005719 LOT 34B L- AMENDED PLAT OF LOT 34A MANFORD ADDITION / EXISTING AND LOT 34A BONNIE BRAE ADDITION OF THE -o EC. NOLI200600057119 ADDITION AND PLAT A PORTION OF A TOF LOT ION OF 304TBONNIE BRAE 34 MANFORD EXISTING 10.0' UTILITY EASEMENT ADDITION REC. NO. 20060005719 \ f I HORIZONTAL DATUM: NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��, 10 0 10 20 MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE HORIZONTAL SCALE: 1"=20' SCALE FACTOR 1.000401381(0.99959878) NORTH VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) SITE PLAN NOTES NOTES: CDOT CURB AND GUTTER TYPE 2 I. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC (SECnory n6) 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, © ADA ACCESSIBLE RAMP RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY LI, EXISTING MAILBOXES CONSTRUCTION OR OTHER IMPROVEMENTS. Q 12"WIDE RETAINING WALL WITH RAILING. DEMOLITION QUANTITIES: 1. STRIPING A. 1084 LF DOUBLE YELLOW CENTERLINE STRIPING B. 1795 LF WHITE SHOULDER STRIPING C. 70 LF WHITE TURN LANE STRIPING D. 35 LF WHITE STOP BAR E. 2 EA LANE DIRECTION MARKERS 2. CONCRETE-400 SF 3. ASPHALT-450 SY 4. ASPHALT SAWCUT-605 LF Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD.DWG 07/05/21 30% DESIGN PLAN SET — Orig. Scale: N A Vert. Scale:N A — GRAVES AVENUE SITE PLAN / / �) 10/28/21 30% DESIGN PLAN SET p No Revisions: — SRT M405-023 SANDERSON M SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET — 1 Revised: — Designer: VJG CDOT 23027 Engineers Surveyors CONTACT: ESTES P A R K ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) — — — — Detailer: — Fort Collins,Colorado 80521 (970) 773-771 — COLORADO Void: — Sheet Number 12 Enduring community o.sign O — — _ Sheet Subset: SITE Subset Sheet: 2 OF 5 16 /EXISTING 10.0' UTILITY EASEMENT REC. NO. 36657 LOT 12 w DEVILLE PROPOSED 20' WIDE111L zSET FIRE HYDRANT ASSEMBLYL.C.U.A.S.S. "TYPE ��105+74.782" DRIVEWAYa -1s.so' LT. ECO /� ®APPROACH I l l 1 1 11 FLANGE ELEVATION: 7577.50 \��CDOT TYPE 2 PARALLEL RAMP I II IL�J II 3. W c 227.6'.. OHF • 0HF•• IA Z .... ..• :.. L 0 .^� `;PROPOSED '5'.SIDEWA LK •© /V,• • 0. nNP • x • � \ \ 9.0' 105+07/ 106+00 107+C 0 581.3' 108 105+74.78- TAP EX. 6" DIA.I WATER I I I N 9.00' RT. MAIN WITH TAPPING SADDLE GRAVES AVENUE (50' ROW) 11.0' — AND 6" VALVE. PROVIDE 36 LF OF 6" LATERAL LINE Ti) _ —W e c c SET FIRE HYDRANT. I c VARIES sS W S W W� W I 10.0'I MIN. — T SS T SS s, ., - -- \\\�\ — ��\\ — \ 1" ® \ - Tl i x\\.\\\ �� 30.8' I - - — I I ',S; �\ ASPHALT WIDTH I E 1 1 — OUTLOT A STONE RIDGE o CONDOMINIUMS - / / IA IL I LOT 32 I EXISTING 16.0' ROW RESERVATION MANFORD ADDITION B1706 P128 STONE RIDGE CONDOMINIUMS 1 HORIZONTAL DATUM: NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION �ti, to 0 10 20 MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE HORIZONTAL SCALE: 1"=20' SCALE FACTOR 1.000401381(0.99959878) NORTH VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) SITE PLAN NOTES NOTES: LL CDOT CURB AND GUTTER TYPE 2 I. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC (BEmory ne) 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, © ADA ACCESSIBLE RAMP RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY EXISTING MAILBOXES CONSTRUCTION OR OTHER IMPROVEMENTS. 4 12"WIDE RETAINING WALL WITH RAILING. DEMOLITION QUANTITIES: 1. STRIPING A. 1084 LF DOUBLE YELLOW CENTERLINE STRIPING B. 1795 LF WHITE SHOULDER STRIPING C. 70 LF WHITE TURN LANE STRIPING D. 35 LF WHITE STOP BAR E. 2 EA LANE DIRECTION MARKERS 2. CONCRETE-400 SF 3. ASPHALT-450 SY 4. ASPHALT SAWCUT-605 LF Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231—SITE_PROD.DWG 07/05/21 30% DESIGN PLAN SET — GRAVES AVENUE SITE PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - No Revisions: — SRT M405-023 SAND E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — [I Designer: VJG CONTACT: Revised: — CDOT 23027 STEWART Engineers Surveyors EST E S P A R K 425WestMulberryStreet,Ste201 KER(RY70CH7D3E77S1P.E. ( ) — — — ' Detailer: — Fort Collins,Colorado 80521 1 C 0 L 0 R A D 0 Void: — Sheet Number 13 Enduring Community o.sign ( ) — — — Sheet Subset: SITE Subset Sheet: 3 OF 5 17 II L.,, PROPOSED 24' WIDE IVBI w L.C.U.A.S.S. "TYPE • 0� 2" DRIVEWAY ♦ L.,♦ z ■ ■ ■ I ■ ■ ■ I ■ P I I ■ ■ I I ■ ■ ■ I I I I I I I ■ I I L ■ I ' ■ E S 1 ■ ■ ■ I ■ I i i �• H"li'll ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ =� — 227.6' . ( '..:.: . "::' .:" ..:.: G wGw 33.0' . A — w . 4 • . •• .. ;.• ASPHALT • i WIDTH '' P.ROP'OSED :5'.:•SIDE.WALK:' :•.... M1 • :. .. :.:. •• .. O_ .. . • •• PROPOSED•5'' ••SbDEWALK• .. : . • .:..._- : ••. c .. :0 Q , \ \ imin 581.3' — 9.0' 108+00 I �` 109+00 —24.� Iill111116 110+00 1�_11.0' GRAVES AVENUE (50' RO11.3' VARIESwt://) \\\\ _ \_ \\\ \L \\\\\\ \\\\\\ MIN. 10.0 \ �\\� — �\\\\. — — ��_ Vy�� — _ �, _ __,— I -- \ G G G \ _c G \ / G G / 7 c oSo = EXISTING 10.0' UTILITY EASEMENT 32.0' —\\\ REC. NO. 94071574 ASPHALT LOT 2 1 LOT 1 WIDTH EXISTING 10.0' UTILITY EASEMENT EPOC SUBDIVISION �L c, EPOC SUBDIVISION I I REC. NO. 94071574 0 / \\ Cc NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION Iii\DI — ifm:NEEEK, " coy _� 33.0' • • • . A ^ 10 0 10 20 �- ASPHALT a WIDTH HORIZONTAL SCALE: 1"=20' SkDEWt�Lk< NORTH HORIZONTAL DATUM: \ w MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) VERTICAL DATUM: �� gar- a,I 1 1 1 i 00 0 > E EVATION VERTICAL 7497.80(NAVD88 VERTICAL DATUM) MIS , a I 0 NOTES: GRAVES AVENUE (50' ROW) 11.3' — I. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, 1 Z RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 0 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY / / CONSTRUCTION OR OTHER IMPROVEMENTS. SITE PLAN NOTES L LI (SECTION GB) GUTTER TYPE 2 O © ADA ACCESSIBLE RAMP U _ �\ - ® EXISTING MAILBOXES IX — ® ® 12"WIDE RETAINING WALL WITH RAILING. cl G \ // G G I I\ • G F-- NOTE: % \ = O \ -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE 0 I ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE \ I STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. LOT 2 UN ESS OTHERWISE SPECIE ED,ALL CONS RUCTION AYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN EPOC SUBDIVISION 11, THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS /// 1 \\\ '1.�] i I. 1 ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERWRMED. Print Date:01/14/22 DB Job No. CDOT 23027 1 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD.DWG 07/05/21 30% DESIGN PLAN SET — A GRAVES AVENUE SITE PLAN Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors ESTES T E S �•,,. PARK R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detwiler: — Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 14 Enduring Community Design ( ) — — Sheet Subset: SITE Subset Sheet: 4 OF 5 18 PROPOSED UPSTREAM SIGNAGE DIRECTING TO ADA _.„7— PATH TO THE EAST CD Xl 0 m .......".. m .� z c m CDOT TYPE 2 PARALLEL RAMP O . CD \i--:,-;„, „,,, �7 o o a PROPOSED 6' SIDEWALK r , 1— CDOT TYPE 2 DIRECTIONAL RAMP ` � 11 _ 1 "I • • i'i „.),, . .. ,, , ,: . 2 • 5-24" X 9' PROPOSED • .. •. . • PEDESTRIAN CROSSING MARKINGS PROPOSED ADVANCE PED APT PROPOSED ADVANCE PED co CROSSING SIGNAGE CROSSING SIGNAGE W11-2 W11-2 0 0 HORIZONTAL DATUM: MODIFIED NAD83/201I COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) VERTICAL ELEVATION BRODIE AVENUE SIDEWALK EXTENSION '3 NGS VERTICAL BENCHMARK COLLINSON l0 O 10 20 ELEVATION=7497.80(NAVD88 VERTICAL DATUM) NOTES: HORIZONTAL SCALE: 1"=20' 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC NORTH 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions - As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD.DWG 07/05/21 30% DESIGN PLAN SET Orig. — Scale: N A Vert. Scale:N/A A _ BRODIE AVENUE SITE PLAN / / (�) 10/28/21 60% DESIGN PLAN SET No Revisions: — SRT M405-023 SAN D E RSO N% SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET — E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: — CDOT 23027 STEWART 425West MuleSerry rveyoStreetrStezol KERRY HILDRESS P.E. () — — — ' Detailer: — Fort Collins,Colorado 80521 (970) 773-771 — COLORADO Void: — Sheet Number 15 Enduring Community Design — — _ Sheet Subset: SITE Subset Sheet: 5 OF 5 19 LOT 1 I \ DEVILLE W Z U H 1‘, \ 0 CfcC 100+08.73 I 9 16.58' LT. 101+43.22 99+95.55 15.92' LT. ""--........._ 2�Oi_ T. 100+81.79 16.00' LT. 101+57.30 VARIES 10.0' D 11.00' LT.. 101+64.94 — •� 10.0' MIN. o m /10.97' LT. Q ss+s7.s7 11.00' LT. yA 1! 100+08.99 �� 21.8' 5.69' LT. 100+81.97 11.0' 101+43.02 101+64.11 102+00 1C 11.0' 0.00' T. ill 101+00 5.55' LT. 0.00' T - ---f- ' �11 r- ss+75 1' 00 �'� I ES AVENUE (50 ROW) 0 �— — VARIES GRAY 4.. 100+00.0 VARIES 11.0' MIN. 0.00' T. �1.0' MIN. \\\\ of 1' �\�\� — — \\\1\— — —\\\\\\ _ _ \\\\\ — — \\\\�� — — \\\\\— — �,\�� — — 0��� .j jI ( 1i Nj v v, 7, _ 7_ __,--- __T-1 �/ \ - \ �j //// _ - 70 / __-- ---- ---- A \oil \\\ /! r\ \\ (/ ASPEN WOOD - \\ - PROFESSIONAL CONDOMINIUMS N _ ___-- ,.....„, \ -\ \ \ ` \ \\ /�\ /� / 1 \\\ Ahh.. 10 0 10 20 Ali. HORIZONTAL SCALE: 1"=20' NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION NORTH NOTES: 1. ALL LINE STRIPING SHALL BE LOW VOC WATERBORNE LATEX PAINT IN ACCORDANCE WITH FEDERAL SPECIFICATION TTP-1952-E TYPE I/II. 2. STREET SIGNS SHALL MEET SECTIONS 614 AND 7l3 OF CDOT'S STANDARD SPECIFICATIONS(INCLUDING ANY REVISIONSO AND BE FROM CDOT'S APPROVED STRIPING PLAN NOTES PRODUCTS LIST. 3. ALL THERMOPLASTIC PAVEMENT MARKINGS SHALL BE INLAID BY GROOVING THE PAVEMENT TO KEEP MARKINGS FLUSH WITH FINAL SURFACE SO AS TO NOT GET ® SINGLE SOLID 8"WHITE LANE LINE(LATEX PAINT) CAUGHT BY SNOWPLOWS. A SINGLE WHITE SOLID 18"THERMOPLASTIC STOP BAR LINE A. DOUBLE SOLID 4"YELLOW LANE LINE WITH 4" SPACING(LATEX PAINT) ® SINGLE 8"WHITE EXTENSION LINE(LATEX PAINT) Q9 SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT) ® WHITE SOLID THERMOPLASTIC CROSS-WALK 2'X 8' NOTE: ® RIGHT TURN ARROW WHITE THERMOPLASTIC -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ® THRU LEFT ARROW WHITE THERMOPLASTIC ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. ® 'ONLY'WHITE THERMOPLASTIC MARKING -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SS_PROD.DWG 07/05/21 30% DESIGN PLAN SET — . SIGNING & STRIPING Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — [ Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S I., P A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — ' Detailer: — Fort Collins,Colorado 80521 070� 773-7731 — COLORADO Void: — Sheet Number 16 Enduring Community Design ( ) — — Sheet Subset: S & S Subset Sheet: 3 OF 4 20 DEVILLE I LOT 11 1 LOT 10 DEVILLE w z J _ I I ' E _N7 0 • Cfrr. \ v W I w —�103+04.83t I \N.......-------...._„ . . z = 10.71' LT. _� 102+79.61 VARIES 10' MIN. 0 0.00' T. 103+00 i I 104i 00 _ 105+00_ — — 102+47.69 VARIES 103+44.77 105+07.19 102+74.85 11.55' RT. 11.0' 11.00' RT. 103+86.13 11.00' RT. 10.0' MIN. 10.63' RT. /� 4111.00' RT. Qg 11014005RT.� 69.0' f VARIES 69.0' / 46.0'— / 9' MIN. \ I 102+39.24il / 19.20' RT. ) C0 0 .." �P� W11 2 W16 .87 _ 7P 105+2687 29.00' RT. '�, f II OUTLOT A / I J STONE RIDGE CONDOMINIUMS • LOT 34B i AMENDED PLAT OF LOT 34A MANFORD ADDITION AND LOT 34A BONNIE BRAE ADDITION OF THE AMENDED PLAT OF A PORTION OF LOT 34 MANFORD ADDITION AND A PORTION OF LOT 34 BONNIE BRAE I y ADDITION I I NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��i, ,0 0 10 20 HORIZONTAL SCALE: 1"=20' NOTES: NORTH I. ALL LINE STRIPING SHALL BE LOW VOC WATERBORNE LATEX PAINT IN ACCORDANCE WITH FEDERAL SPECIFICATION TTP-1952-E TYPE IQI. 2. STREET SIGNS SHALL MEET SECTIONS 614 AND 713 OF CDOT'S STANDARD SPECIFICATIONS(INCLUDING ANY REVISIONSO AND BE FROM CDOT'S APPROVED STRIPING PLAN NOTES PRODUCTS LIST. 3. ALL THERMOPLASTIC PAVEMENT MARKINGS SHALL BE INLAID BY GROOVING THE PAVEMENT TO KEEP MARKINGS FLUSH WITH FINAL SURFACE SO AS TO NOT GET ® SINGLE SOLID 8"WHITE LANE LINE(LATEX PAINT) CAUGHT BY SNOWPLOWS. A SINGLE WHITE SOLID 18"THERMOPLASTIC STOP BAR LINE LLDOUBLE SOLID 4"YELLOW LANE LINE WITH 4" SPACING(LATEX PAINT) ® SINGLE 8"WHITE EXTENSION LINE(LATEX PAINT) Q9 SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT) ® WHITE SOLID THERMOPLASTIC CROSS-WALK 2'Al' ® RIGHT TURN ARROW WHITE THERMOPLASTIC ® THRU LEFT ARROW WHITE THERMOPLASTIC ® 'ONLY'WHITE THERMOPLASTIC MARKING Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SS_PROD.DWG 07/05/21 30% DESIGN PLAN SET — i SIGNING & STRIPING Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — tp No Revisions: — SRT M405-023 SANDERSON STEWART 01 14 22 90% DESIGN PLAN SET — LI Designer: VJG SAN D E RSO N CONTACT: ) / / E S T E S P A R K Revised: — 9 CDOT 23027 ST E WA RT Ti Engineers Surveyors KERRY �)HILDRESS P.E. — — — Detailer: — 425 West Mulberry Street,Ste 201 (970) 773-77S1 COLORADO Enduring Community Design Fort Collins,Colorado 80521 ( ) — — — Void: — Sheet Subset: S & S Subset Sheet: 2 OF 4 Sheet Number 17 21 L 1 z LOT 12 a - � DEVILLE W11-2 a W16-7P m 105+87.01 \ ® 18.00' LT. �®SLAAWE R1-6;__\N . :..•.':_TTT.,T:H... . HT21,' ,... : . . � I' 9.0' 105+00 106+00 107+00 10E — 105+07.19 _ TAT 11.00' RT. 105+53.19 RO5+67.46 SLOE 106+12.13 GRAVES AVENUE (50' R O W)11.0' 107+04.13 107+50.71 107+96.71 /9\ 11.00' RT. �— 0.00' T. 7 11.00' RT.. [11.00' RT. 11.00' RT. /� 11.00' RT. 46.0' / v 92.0 VARIES /y\ 46.0' 10.0' MIN. y l \.\\.\\ _ — A\\\\ — — W1Vfi 1 7P ® �l\ I — — _\�\\\\ _ �\ \ 105+26.87 e,S' 29.00' RT. it �I 1 LOT 32 1 MANFORD ADDITION STONE RIDGE /'AAIrI, IA,Alll II/0 I I NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��, 10 0 10 20 HORIZONTAL SCALE: 1"=20' NOTES: NORTH I. ALL LINE STRIPING SHALL BE LOW VOC WATERBORNE LATEX PAINT IN ACCORDANCE WITH FEDERAL SPECIFICATION TTP-1952-E TYPE IQI. 2. STREET SIGNS SHALL MEET SECTIONS 614 AND 713 OF CDOT'S STANDARD SPECIFICATIONS(INCLUDING ANY REVISIONSO AND BE FROM CDOT'S APPROVED STRIPING PLAN NOTES PRODUCTS LIST. 3. ALL THERMOPLASTIC PAVEMENT MARKINGS SHALL BE INLAID BY GROOVING THE PAVEMENT TO KEEP MARKINGS FLUSH WITH FINAL SURFACE SO AS TO NOT GET ® SINGLE SOLID 8"WHITE LANE LINE(LATEX PAINT) CAUGHT BY SNOWPLOWS. ® SINGLE WHITE SOLID 18"THERMOPLASTIC STOP BAR LINE SPACING(LATEOUBLE SOLIDX 4"PAINT)YELLOW LANE LINE WITH 4",&. D ® SINGLE 8"WHITE EXTENSION LINE(LATEX PAINT) Q9 SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT) ® WHITE SOLID THERMOPLASTIC CROSS-WALK 2'X8' ® RIGHT TURN ARROW WHITE THERMOPLASTIC ® THRU LEFT ARROW WHITE THERMOPLASTIC ® 'ONLY'WHITE THERMOPLASTIC MARKING Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SS_PROD.DWG 07/05/21 30% DESIGN PLAN SET — SIGNING & STRIPING Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET - No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — [I Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors EST E S P A R K STEWART'', 425 West Mulberry Street,Ste 201 KERRY SHILD E773—SS,1P.E. ( ) — — — ' Detailer: — Fort Collins,Colorado 80521 (970) COLORADO Void: — Sheet Number 18 Enduring CommunkyDesign ( ) — — — Sheet Subset: S & S Subset Sheet: 3 OF 4 22 LJ Z_ / \ d Ol S SPEED =HT LIMIT o— \ / 20 L.I Z Q J =u7 R1-1 0— — RESET SIGN S2-1-20 109+10.92 RESET SIGN . 19.00' LT. ,• .. 18.50' L42 (.............,.:....• : .... . ..... . • • •.• • ... •• • .. •• �" •• �. 18.50' LT. • • . . . .. • -"gm . ‘I 108+00 9� ♦ —109+00 _ _ 110+00GRAVES AVENUE (50' ROW) I - \, — 110+66.65 0.00' T. 107+96.71 108+44.03 11.0' 109+36.03 109+78.81 110+24.81 110+66.65 1 1.3' 11.00' RT. [11.00' RT. /� 11.00' RT.� �11.00' RT. /' [11.00' RT. 11.00' RT. /y\ 92.0' A 46.0' \ VARIES 10.0' MIN. `' 11 \\\\ _ \ _ \\\ \\ \\\\\\ \�\\\\— — \\\\\1 \\\\\ _ _ _ 771Z//7 / —\\\ 1 , G :so,' J LOT 2 L LOT 1 EPOC SUBDIVISION /'' EPOC SUBDIVISION n I NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION _^ (. 10 0 10 20 ,�� HORIZONTAL SCALE: 1"=20' NORTH LA )i 00GRAVES AVENUE (50' ROW) _ 111ce i 00a �— 110+66.65 >_ 0 0.00' T. 11 3' NOTES. 110+24.81 110+66.65 — I. ALL LINE STRIPING SHALL BE LOW VOC WATERBORNE LATEX PAINT IN ACCORDANCE A r11.00' R T. 11.00' R T. Z WITH FEDERAL SPECIFICATION TTP-1952-E TYPE UM/'\ /� 2. STREET SIGNS SHALL MEET SECTIONS 614 AND 713 OF CDOT'S STANDARD `�� 0 SPECIFICATIONS(INCLUDING ANY REVISIONSO AND BE FROM CDOT'S APPROVED STRIPING PLAN NOTES 46.0' �/ PRODUCTS LIST. 3. ALL THERMOPLASTIC PAVEMENT MARKINGS SHALL BE INLAID BY GROOVING THE PAVEMENT TO KEEP MARKINGS FLUSH WITH FINAL SURFACE SO AS TO NOT GET ® SINGLE SOLID 8"WHITE LANE LINE(LATEX PAINT) 110+79.53 O CAUGHT BY SNOWPLOWS. ® SINGLE WH TE SOLID 18"THERMOPLASTIC STOP 17.47' R T• 0 BAR LINE _ ® , , . 5o CI G SOLID PAINT)W E LINE WITH 4" `\I I ® SINGLE 8"WHITE EXTENSION LINE(LATEX PAINT) ,\N\I I // .� Q SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT)\ WHITE SOLID THERMOPLASTIC CROSS-WALK 2'X 8' \ 110+88.83 I ® RIGHT TURN ARROW WHITE THERMOPLASTIC 41.57' RT. ® THRU LEFTARROW WHITE THERMOPLASTIC LOT 2 ,\ a ® 'ONLY'WHITE THERMOPLASTIC MARKING EPOC SUBDIVISION /''I I ` °`'.11-4 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SS_PROD.DWG 07/05/21 30% DESIGN PLAN SET — L SIGNING & STRIPING Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSONI� SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S ,. PARK A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY H773-7S P.E. �) — — — Detailer: — Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 19 Enduring Community Design ( ) — — Sheet Subset: S & S Subset Sheet: 4 OF 4 23 PROPOSED 20' WIDE \\ \\ FL L.C.U.A.S.S. TYPE 2,\<,1° \\\ �s64 s� � FG - - - - _ DRIVEWAY AP-P:*A W , ( \ \ \ \ \ j 7565.62 -7573- - - - \ \ \ \� � l - - - - _ _� � - - - 75i4- - - - - - �\ \ \ CONDO _ _ \ \ \\ J/ / i - - -7577 7576 7575=_____==== LOB I � \ / `�l�'\ \ - _ 1111 \ \�S80T ,� a J / CONDUIT 578.83-rwa N �LII a ® \ \ _ W �i��� I CIA m / \�. p �� + i Hi ��M1�P.. ��7�1miTIsri:..� —OFr • - \ l"li=/- — — . ,, 1+00 v? -670 ; .v� \ (i*�Ir!;- :-----/ -:-._-. • 7124.00-/a '0Miall \ ■\\' tom► ► 1\1 �i.�`.111III i� L " FL FL FL �S 758:.72 758.09 ; •7 \ : • 7577.30rkilffffin=I 7572.81 _ 65 _N 1377888. 7 N N N \ N 1 \ E 3000581.1.39 N — N N 106+00 N — i i N 107+00 c _MI 0 +0C \ �s GRAVES AVENUE 00 MI N N I \� � I \ o\ i I 0, - (50' ROW) I N ^ �- s0 \ \ C I C \ G I G I • IC C I \ \ \ I W W ' W W —� W / / / / FL=7567 64 2 � � � - -� � ��— / - T __/_ T / / i \ // - - ��\\\\ k�� \ _ .\ \ \ \ / SJ _ ems\ � � '-Y O,. _ � �\ � \ OU-TLOT A ° ) / 7, LOT � � / r ;, / �I T2NE RIDGE z \ l'/ Oa \ 1 MANFORD ADDITION— / _ I I \ / / ..,._ / •T I j.jY NIUMS / STONE RIDGE _ — - �— J ��S7o� —� \ l�v�( \\\\ CONDAt 1 M L — / '� —�5�,_ NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION FG _ _ _ \ � FL � � FL 7564.61 - - - - - 7561- - - - �564.55 - 7564J29 FG - - - - - -ram -7 62-wFG -a4/- - - - - s65.62 - - - - -75 7564.72 - FL Z _ _ -FL -F�563.71 - 7562_57 -J_ lel�r - - - - -7LO 75� 6 IVBI ••i- -N �' - DEVIL _ II ■ E F 1 ■ ■ ■ _11_11-11--11.-■ - ■ ■ i = 2 ! ■ : ■ ■ ' C L:. g 10 0 10 20 N\ ----MSIII, ------- 11 -- • HORIZONTAL DATUM: MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE �, HORIZONTAL SCALE: 1"=20' III W w�- `l,/\ — 'jam"- SCALE FACTOR 1.0004G1381(0.99959878) — NORTH O,i. s — .I— — — — — — — . •� VERTICAL DATUM: — — — — — — — — — — — — — NGS VERTICAL BENCHMARK COLLINSON �•_•� �•-��•�:J— � .-z•1� •T. •• �••. � ELEVATION=7497.80(NAVD88 VERTICAL DATUM) I i---- .1 NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC :63 \ - 7566.85 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, \ RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. \ 20 MPH 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY O +0O \ - 109+00 CONSTRUCTION OR OTHER IMPROVEMENTS. ----, — - - f - s5, 0 \ 568 ,56>,___. \ \ NOTE: \ I \ -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE \ \ ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILIII'COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BENG PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_OVERALL_GRADING PLAN.DWG 07/05/21 30% DESIGN PLAN SET - A. OVERALL GRADING PLAN Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 30% DESIGN PLAN SET - No Revisions: - SRT M405-023 SAN D E RSO N 4 SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. C D - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 20 Enduring Community DesignO - - _ Sheet Subset: GRADING Subset Sheet: 1 OF 3 24 CD P P P P _ —7559- - - / /� / - — ` p0 - - - - - - - - - 56== � � /� - - - - L 7560— — — — / I \ \\\ — — — — — — — -P — 558 57- - — / FG N \ — — — — 7558.78 — R N / II � _ -7559- - - - FG y59 \ - - � — — — — SRO OSE� 24' WIDE _ • 7560- - - - - 7560.1 �� � \ L / �55 - J FL — — — z I L.C.U1A.S.S.-TYKE 2 — -7ss1— — — — — — — - ,FG�( 7558.84 - N\ _ 7562.57 =a DRIVEWAY APPROACH. — — —7s62— 7561.02. / ^15{88.90 PI N — — — - - `N — — — — w — -� FL — 7$60.s / /s — \ \ �E 3001N 191 05 N IEBI IVB a W \ \_ - - - - - - - - - - 7560.53 EW �- K — �7561 — 15+�0.83 PI-sis \- - - - - 59.48 ail _ _ _ IEBI 15 77.48�T FL75 3 N 560.0E • _ _ . Nik —G • -- - - — =r — 7563 - - - - - - t b ' i 5 `/ — — , W ` 7565 — — 7563.50 \ T • • . •: r4+.0o .• .. • 4 +a4,. CT ifi III 0 — _ _ —7561- -�� - \[la:' ► \ \ \ FL _ _ _ FL �� 565.79 7565.4: 7564.74 7563.00 �. FL ___--/./ 20 MPH — _ �� 7559.88 N — I — — I - — _ _ ± \ - - — f M-0�!I � �111��02 — 111+25 \ ` — � � — / 109+00 110+00 15+48.39 PI GRAVES AVENUE c ?555 2.S6A a ,ass \ �" GRAVES AVEN\UE RIM 7-611..27 ° o \ \ �� (50' ROW) Se6 \ cc � \ � \ \ (50' ROW) \ — kk - - � , — \ - \ arrdrz O ~ \ 75• — O \ ------ -__ : \ \ \ 0 .. o W i �\�\\ — \\\\\\ _ \\\\\\� _ _ — ` _ \\ \\ — — \\\\\\ — — \ \�\\\L — — - - - - - - _ _ ---N---G ° kill 1.'e GT I I I I I —7570��9\�/N, \yI I 7 o "S' LOT 2\ \ — =— _ \ \ I NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION 10 0 10 20 ,,,,A„,„.. viii. HORIZONTAL SCALE: 1"=20' NORTH HORIZONTAL DATUM. MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) VERTICAL DATUM: NOS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_OVERALL-GRADING PLAN.DWG 07/05/21 30% DESIGN PLAN SET - A OVERALL GRADING PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 50% DESIGN PLAN SET - No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Streetr Ste 201 KERRY HILDRESS P.E. C) - - - - Detailer: - Fort Collins,Colorado 80521e (970) 773-7731 - COLORADO Void: - Sheet Number 21 Enduring Community DesignO - - _ Sheet Subset: GRADING Subset Sheet: 2 OF 3 25 E 7570.53 \ \ nn// I \ �Z \\\\ �V 756'L— \ l�_A5C \ 7570.39 AC \ / / / \ \ FOU #4 7563� 7563.26 __ — — — W \ \ WITH LS 37946 \/B w u C75 0 \ \ \ ` V AC\ \\\\ — V �63� �7562� \ \ \ / y 757 .49 \ I - � s6,3 / - -AtildiA1111 \ \ 75�1AC o; c /� . , , • IP V- _ • IN 1 I • I_ — ■m 7562 \7571.97 �/ V \ \ I 2562� —6�'�� I,��.� \ 1 75C \ 72 6C 7572 -I5 7572.05 - , _' 7563 /I \ \ . I 564 N _ ,• c \ EC \- — ,.,.. r r C- EC 7565 7564.99 �I 7564 \ �\ 757 .97 EC W EXI NG STOP SIGN ) 7565.30 • o • 572.12 ONDUI 1�I // \ / • —� —� ZI.Dc / • �� EW . EW` \ . NI • m • EW PROPOSED C __ 7572.90EW EW 7566.27/ �565;87 • 7565.56 EW MPH SIGN a H P 7573.75 • O H P 75713 7n u 7565— J — >ZSfifi 9.3 • �� L —�lJ P b\ ! • o —.7565 _� - E. • W • o b\ . -3.``5% •. • bot • -1:28% LC). �� • + +r- o .26% ^^� 'J o �� • 0 ' O 6^0% • • !'I -6.58% 1T• . . I 14+00 . . • �z 1 ;..00% !I' \ . �. , /A_ — TC �TC I TC TC j C ..ail", - ` — \ \ =566.20 7565.79 7565.49 7565.90 S) /tS x� \os y — rr —7566— 7574.15 N 7573.67 TC, 7573.06 _ \ 75 2 109+00 _ NN \ 107+0� \ \ Ni DRIVEWAY # 1 DRIVEWAY #2 Ad* 5 0 5 NOTES: 1. UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC HORIZONTAL SCALE: 1"=10' 2 THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, NORTH RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_GRADING PLAN_PHI.DWG 07/05/21 30% DESIGN PLAN SET — A DRIVEWAY GRADING PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 30% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 30% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK A R K STEWART'', 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detwiler: - Ft u Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 22 Enduring Community Design ( ) — — _ Sheet Subset: GRADING Subset Sheet: 3 OF 3 26 LOT 12 / \ � , __ LOT 11 EXISTING 10.00' UTILITY EASEMENT — DEVILLE _ — — — — — R C_NO_36657 DEVILLE — _ — \ / // \ \ \\\ \ \ \ PHASE 1 � \ \\_, //�/\ — \\ ® _� _ \ \ \ _____L\ LDEWALK \�� � OHP s {f' / OH _ �P Ste':. \ \ — \ P 1 �� �S�• _ .. SAP � � \ OHP — 6fiff IN 0+00 A II��_m a ;n 11+00' c S89'5719"E 444.38' \ �® _ — 12+00 u> _ m� ` �` - ` \ lintlii_dillq 11111MM N \ N N \ \ \ N \ I<EYMAP N _ \\ N \ N N.T.S. \ N=1377888.77 N \ N \ N \ E=3000581.39\ 1 \ \ I \ GRAVES AVENUE / I� / EXISTING 24" CMf I \ \ I I \ (50' ROW) I I / I FL=7567.6' I G \ G G e �G G I I W W W W —� W ^\ / / UTLO ` \ _ \ ` i , N N / \\ LOT 32 / STONE v — �.i \ \ �__ A�ANFORD ADDITION dONDOM U ®( I AI �� — — Lam- - - -STONE Z,E—1 _ �1D / 1 > I — d\< — —\�\\\ — � y CONDOMINIUMS — — — _ PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK 10+00 11+00 12+00 12+25 95.00' V.C. W LOW PT STA: 11+25.01 D LOW PT ELEV: 7573.86 =N 10+00.00 = PVI co PVI STA:10+77.51 co o ELEV = 7580.41 m PVI ELEV:7575.88 0 o 05 K:60.11 i°^ N 0 N A:1.58% —N cri Cc' Cu' 7580 s4� m ; 7580 • m 111, NORTH 10 0 10 20 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' EXISTING GROUND ,\T E 5 o_ II N g 74,2 m II N J 7570 PROPOSED GRADE ATE w 7570 7565 10+00 11+00 12+00 12+25 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH1.DWG 07/05/21 30% DESIGN PLAN SET - Orig. Scale: N A Vert. Scale:N/A A - PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK / / �) 10/28/21 50% DESIGN PLAN SETNo Revisions: - SRT M405-023 SANDERSON' SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 COLORADO Void: - Sheet Number 23 - Enduring Community Design O - - _ Sheet Subset: PNP Subset Sheet: 1 OF 4 27 W — — — — J I I r PHASE 1 ■ ■ ■ i ! ■ ■ ■ ■ ■ L'e ■ C f G G i ■ ■ ■ ■ ■ _ ■ ■ II ■ — . ■ ■ : s. a ■ ■ i1 _ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SIDEWALK — -___ . IL /563— w N G - - - G .- - - t - .. \ — _9564 - - \ OHS — — — — — — — — — — — — — — — - — ._ W N.„, 75fis �... . — — \ '= h — — = 13+00_ .. — S89'5719"E 444.38'1 0 0 0 0 (0 14 i 00 1- — — a — — — _ — KEYMAP \ \ \ — — N.T.S. \ oo GRAVES AVENUE _ , EXISTING 24" CMP \ \1 \ i ,(50' ROW) FL=7567.64 \ \ \ _____ ,, N...„ ..,_ t 1 <6 \ \<„ J \\\\\ _ \\\L \\\\\\_ \\\ \_ \\\\\ \I ___ \\ _ _\\\\ _ _ _ _ \_ _ _\ . — -\\\\\ — -It( //, � \ G G— s I - -' ' � ` — _ LOT 1 1� — � - - \ \� S_ - PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK 12+25 13+00 14+00 14+50 7580 1_,, 7580 z J to UN H 70.00' V.C. a LOW PT STA: 13+30.32 LOW PT ELEV: 7566.65 N PVI STA:12+95.32 N tO to PVI ELEV:7567.29 M<o w O ao k• i7_92 OHO N^ A:1.48% MN M N 11, m >m >W CO W NORTH 10 0 10 20 N 7570 °' 7570HORIZONTAL SCALE: 1"=20' -3.33� II a • VERTICAL SCALE: 1"=5' II Lg 07, oi co — _ _ 1.859;_ M w PROPOSED GRADE AT FL -1.30% -1.28% EXISTING GROUND AT FL 14+49.89 = PVI ELEV = 7565.01 7560 12+25 13+00 14+00 14+50 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH1.DWG 07/05/21 30% DESIGN PLAN SET - Orig. Scale: N A Vert. Scale:N A _ PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK / / (--) 10/28/21 50% DESIGN PLAN SET No Revisions: - SRT M405-023 SANDERSON ta SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: - Sheet Number 24 Enduring Community Design O — — _ Sheet Subset: PNP Subset Sheet: 2 OF 4 28 \V -NB— — % r4, /E 300 1 \53.05— W- - - - _ W \ i— - - — / / — r 7561 r _ _ �h EXI' N00 2'S4"E 8.07' ' 0 c i M 1 1 1 ■ ■ ■ • ■ ■ I III ■ ■ ■ i : LI i i i N ■ ■ •`.SMH 10'. \ 'IMF 61.36 : � W MI et --or — —!7!4443815+0OINiO • 89'49'48"� R=10.50' KEYMAP L=16.46' N.T.S. \— — — x N v \ 4,yCHORD \ —N45'07'48"E - \ N14.83' \ II I - GRAVES AVENUE \ o - '� \ \ \ (50' ROW) \ o 14/_\ \ \ \\ / O \ / _ . - mill- PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK 14+50 15+00 16+00 w Z _ 66.15' V.G. HIGH PT STA: 14+80.32 ¢ HIGH PT ELEV: 7564.71 Cs! PVI STA:15+13.39 r�n PVI ELEV:7563.91 o ci m K:19.00qi 7570 + ' A: 3.18% + 7570 14+78.97 = PVI o> N> ��' ELEV = 7564.74 m Inw w NORTH 10 0 10 20 in 5 HORIZONTAL SCALE: 1"=20' • VERTICAL SCALE: 1"=5' II M II a_ a; 5 ai La to _ _ a a EXISTING GROUND AT EL _ , u+i _, Lg a ao II 15+48.39 = PVI J ^ II O n ELEV = 7561.85 $ + w O1 II 7560 -2.00% W Law 7560 W PROPOSED GRADE AT EL '° w —2.00% 7555 14+50 15+00 16+00 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH1.DWG 07/05/21 30% DESIGN PLAN SET — Scale: N A Vert. Scale:N/A A _ PLAN & PROFILE—GRAVES AVENUE NORTH SIDEWALK Orig. / / (�) 10/28/21 50% DESIGN PLAN SET No Revisions: — SRT M405-023 [P SANDERSON' SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET — E S T E S . PARK Designer: VJG CDOT 23027 Engineers Surveyors KERRYHILDRESS P.E.CONTACT: Revised: - STEWART 425 West Mulberry Street,Ste 201 �) - — — C 0 L O R A D 0 Sheet Subset: PNP Subset Sheet: 3 OF 4 - Detailer: - Fort Collins,Colorado soszl (970� 773-771 — Void: — Sheet Number 25 Enduring Community Design O — — _ 29 T„ / 1 CD 7 / / / / / 1 / 7 0 / / / / / / R g / / / / d -NNE / 0 1 .71 / �5 p D v / / / i < 6 / N=1377446.98 „ , I // // Fri / /44... / / / E=3001995.36 plums1 '\ ' J —� i J / T �7558 �o/C ,n i / / // N�'S4'09" E 31.00' IIII • z f,i _ I in /l5 N=1377350.73 / / / / / ��1\ I / \ ' N 04'06'21" W 13.06' iPHASE 1 — — — — — — O / E=3002017.06 1,o I ( C . V . SIDEWALK N=1377461.28 / i / �` ta \ \ \ _ \4- — E=3002042.10 g/ x I \ / f f < <�, / � ' I _ \ _ �7559— . �4. �O / / / \ / KEYMAP \ — _ JI ; • / QI ) �i ` N 51'41'24" E 28.52'=' � Ll / / 10+831 I N.T.S. 10+00� �o A=66'41'34" / / (99 _!l" R=18.00' / �/ // / �/ / \ I I 11MIA � �� CHORD ° 756' D / I r N=1377416.41 — - — _N52'33'22"E)60_ _ g6a . N 00'05'33" E 9.27''5, E=3002023.62 / ��• \ 19.78' / \ "I / A N=13774 6.98 / o : I I 6b I F= n019=5.36 / 1 /1 �.'//..: 1/ I I ly N 85'54'09" E 31.00' \\ \ — — / \��67 : �: "' s�i9 l I I �66'41'34" ` 7� 5? \ \ \ \ �56l \✓r / ^ // I I RL=18.00' �\\ v \ \ N=1377416.41 / _ n \ I\ \ \ E=3002023.62 / /- 1 I I IN52'3122 E=300204210 \ \ \ +_�� / I I \ I\ o 'er _11764-1:7755566621:: / I / I \ \ N 0\ N 04'6'21" W 13.06' `�'��I ` /� / 1 T3I h9zoco N ^\ v\ „7563 \ Rv v\ \ be' . NORTH N I \ v. PLAN & PROFILE-BRODIE AVENUE SIDEWALK 10+00 10+50 9+75 10-00 11+00 7570 7570 N s ° ro 0- 0) o ri II N o_ co o II sI II II 10 0 10 20 co d csi o II o_ � > N °i 00 o > ,- II d6 o o �'4 7570 0 > II n 7570 HORIZONTAL SCALE: 1"=20' + w II n II Ln a m w o+ -1 N > ' VERTICAL SCALE: 1"=5' o N w II � M - �X w 'n II aII m0) aoII ° a°' • II O °i N > 17. + w N > • II co ' o 1 M s � w t � + w II or' w III II o_ (0 N PROPOSED GRADE AT wow 6 II PROPOSED GRADE AT BACK �� • •504 o+ II a N N BACK OF SIDEWALK g +w OF SIDEWALK I - w �i II II a m N 7560 -5.02% �e� -J 7560 _ _�9,g + w II In -7.68% 0� o = + > N II a0 EXISTING GROUND AT w o -1 BACK OF SIDEWALK • w EXISTING GROUND AT BACK OF SIDEWALK BRODIE AVENUE SIDEWALK NORTH BRODIE AVENUE SIDEWALK SOUTH 7555 7560 10+00 10+50 9+75 10+00 11+00 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH1.DWG 07/05/21 30% DESIGN PLAN SET — AOrig. Scale: N A Vert. Scale:N/A A — PLAN & PROFILE—BRODIE AVENUE SIDEWALK / / �) 10/28/21 50% DESIGN PLAN SETNo Revisions: — SRT M405-023 SAN D E RSO N, SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET — E S T E S [P . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: — CDOT 23027 ST E WA RT 425 Ste 201 KERRY HILDRESS P.E. C) — — — — Detailer: — Ft West Mulberryu Street,t 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 26 Enduring Community Designt� - - _ _ Sheet Subset: PNP Subset Sheet: 4 OF 4 30 \ � \ \ � � 12" 90' BEND ` � \ \ \ _ - 2+98.08 PI — — — — — — -6 LF 12" STORM DRAIN © 0.1274 FT/FT 4 LF 12" STORM DRAIN ® 0.1274 FT/FT VB— — _ E3oosoTs3 - - - _ - - - - - - - - - — ___ 12" FES 24" X 12" TEE T � \ i. - - - PHASE 1 �INV. 7562.57 , 1.5° DEFLECTION IN _- - _ . STORM DRAIN �24" 45° BEND 24" 45° BEND ' _ _ - E LEG OF TEE / 3+05.36 PI 00 - - - - 2+00 - _ - � x - 1+y2.07 PI ' ` 756 1+00 24" X 12" TEE 1 77908.39 = _ _ E 300�16.06- 7 nu W - \ G G _ - - - - -G- - - r r•7w•t' Y. __ \ 75�6 - - ��554 W _ \ oH� — — — — — 20 LF 12" STORM DRAIN ® 0.0500 FT/FT � s G ss5 — - - _ 3+1�.74 p CONNECT TO EX. 24" PIPE ��. • 4r-�— O O O O w — — w — —era - E 3000825.::- III - - - - - _ KEYMAP •mi _ &' \` 20' CDOT TYPE R INLET N.T.S. 1 I \ GRAVES AVENUE , \ J \ \ (50' ROW) \ \ \ 1 f P I PLAN & PROFILE - STORM DRAIN 3+25 3+00 2+00 1 +00 7570 �/ 7 LF 24" STORM DRAIN © 0.0900 FT/FT Z 7570 \ \ 7 LF 24" STORM DRAIN ® 0.0900 FT/FT cz.) ----"\-- PROPOSED SURFACE m \ / _ amminner EXISTING SURFACE 10 LF 24" STORM DRAIN C� 0.0150 FT/FT W 1. 4' 116 LF 24" STORM DRAIN N ® 0.0248 FT/FT _ - - \ 0 a ' 4 4 \ X(o(o J W Q — 7560 0 0I (NCO rnM P� _Ix 7560 `�� c r ao Ki N. Lv,,» fx is o �� 0 ° con in M�K,• o Nolte aw NORTH N ZOO W O �I� Z •W WO JO U� + O» > r O 4 N II II 1 0O m 0 I-to U� o W(o N(D i=Et 0 10 0 10 20 r70ZZ .-. (. II II o II III- xctQ o _ NIIN p5 O1-� wW r. r7 Z Z O N N 0C O O - N II r > HORIZONTAL SCALE: 1"=20' 0 in O 06 o- r�i _ II i_ II w w VERTICAL SCALE: 1"=5' Jo 00_ oz OZ» � Qz O ��� >tr CD II II Z�m CD 12 cl_. ► MmZZ Nm__ Z • N X—O— �-.W O• xZ0Z I O Cr II Z X CO a X zzz Z>> >H x Q ZO Q NZZ d + QM• Q QN\ QQ>0_ (pQ jO <z Oz(.DE ' + - O QZ II Om N ._,CC ZOXorZU • II z0 - -Q 0� + I 0 Z c0 I 1 Z a_Q MM.J..0 M l p< (r)\UO 7550 X Q Z �� �o ,- �� 7550 ,,,,l- 0p to PU oz U3 + I9w r7 CO..�t'Y 7545 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_STORM_PNP_PROD_PHI.DWG 07/05/21 30% DESIGN PLAN SET - A PLAN & PROFILE - STORM DRAIN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) - - - Detwiler: - Fort Collins,Colorado 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 27 Enduring Community Design ( ) - - Sheet Subset: STORM PNP Subset Sheet: 1 OF 2 31 / `\ \ \ - _ _ - - - - - - - — — — — —__ __ - - — —E0017-19221.80 o L �I— — — — — — -I-___ \ ` — — — — — — — — — — — — — — — — — — — _ l — v OX \ > —, • ` \ \ W V / 4 NV. 7558.79— STORM DRAIN v W \ - - - — � 0+26.80 PI — N 05�1s _ 1\ 30011 40-1+12.07 PI — ` 7563 1+00 — — — - 1 1 377908.3f bS — —=ib — — E3VV14 �5ss_�� 7_g6 — �56-a - - - - - - - - - - - - 24" 45° BEND IlillIV4 — , p. =(.1 _ _ _ KEYMAP - - - _ N.T.S. — �� \ GRAVES AVENUNE \` o \ (50' Row) \ >— \•-, Xf E . PLAN & PROFILE - STORM DRAIN 1 +50 1 +00 0+00 w EXISTING SURFACE 22 LF 24" STORM DRAIN 0 0.0082 FT/FT z- - - - - 1 /—PROPOSED SURFACE U N 0 08 ' Q `i - — 4. _ _ 0`6 ' 2 145 LF 24" STORM DRAIN 0 0.0082 FT/FT 7560 - _ 7560 `�� a IA NORTH U H O 10 0 10 20 J O11 LA w j U r 00 rn Q w 1-1 HORIZONTAL SCALE: 1"=20' n U— U..w •Lc H O VERTICAL SCALE: 1"=5' Z Xm O in !rO O o �r, W W O QO 1 0� >0_ co ag d�I1- Z Xm 0o wN II 0 Z II ZO I O> o �` II z0 6 0— Q r-.— + W» CO �� O+ NZ ZZ <168 0QZ 7550 ±\mow 0 II z0 Z 0 7550 —`.0' j HQ U 4c6O + - 2LT] 7545 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_STORM_PNP_PROD_PHI.DWG 07/05/21 30% DESIGN PLAN SET — . PLAN & PROFILE — STORM DRAIN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) — — — Detailer: — Fort West Mulberry ,Colorado 8o5z1 (970) 773-7731 — C 0 L O R A D 0 Void: — Sheet Number 28 Enduring Community Design ( ) — — Sheet Subset: STORM PNP Subset Sheet: 2 OF 2 32 1. SITE DESCRIPTION H.RECEIVING WATER: THE CONTRACTOR SHALL COMPLY WITH ALL CDOT CONTRACTUAL REQUIREMENTS, AND ALL REQUIREMENTS ASSOCIATED WITH THE 1. OUTFALL LOCATIONS: EAST END OF PROJECT, NORTH OF STREET CDPS—SCP ON THIS PROJECT. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL UPDATE TO REFLECT CURRENT PROJECT 2. NAMES OF IMMEDIATE RECEIVING WATER(S) ON SITE: LAKE ESTES, BIG THOMPSON RIVER SITE CONDITIONS. DOES THE ON—SITE RECEIVING WATER(S) HAVE 303D IMPAIRED DESIGNATION: YES: CU (DISSOLVED), PB (DISSOLVED) A.PROJECT SITE LOCATION: THE PROJECT IS WITHIN THE TOWN OF ESTES PARK AND LIMITS OF CONSTRUCTION ARE GENERALLY 3. ULTIMATE RECEIVING WATER(S): BIG THOMPSON RIVER COSPBT16 WITHIN THE GRAVES AVENUE RIGHT—OF—WAY. B.PROJECT SITE DESCRIPTION: THIS GRAVES AVENUE PROJECT INCLUDES THE INSTALLATION OF CURB AND GUTTER, INSTALLATION OF 4. HORIZONTAL DISTANCE TO NEAREST ULTIMATE RECEIVING WATER FROM PROJECT: 2000 FEET, LAKE ESTES IS TO THE SIDEWALK ON THE NORTH SIDE OF THE STREET, SIGNING AND STRIPING. NORTHEAST SIDE OF THE PROJECT. C.PROPOSED SEQUENCING FOR MAJOR CONSTRUCTION ACTIVITIES: I. NON—STORMWATER DISCHARGES: PROPOSED SEQUENCING FOR THE PROJECT WILL INCLUDE: Discharge Description Location (Site map #) Method Statement (location) • INSTALL INITIAL STORMWATER CONTROL MEASURES • CLEARING AND GRUBBING Dewatering* TBD TBD • STOCKPILING TOPSOIL Uncontaminated Spring N/A N/A • SAW CUT AND REMOVE ASPHALT Concrete Wash Water • GRADING — NORTHERN PORTION (in-ground washout structure) SEE EROSION CONTROL PLAN SHEET SEE EROSION CONTROL PLAN SHEET • INSTALLATION OF NEW CURB AND GUTTER Landscape Irrigation Return Flows N/A N/A • PAVING NORTHERN PORTION Emergency Fire Fighting N/A N/A • PAVEMENT MARKINGS • REVEGETATION Concrete Saw water N/A N/A D.ACRES OF DISTURBANCE: 1. TOTAL AREA OF CONSTRUCTION SITE (LOC (PERMITTED AREA)): 0.97 ACRES ALLOWABLE: REFER TO CDPHE LOW RISK DISCHARGE GUIDANCE DOCUMENT OF UNCONTAMINATED GROUNDWATER TO LAND. 2. TOTAL AREA OF PROPOSED DISTURBANCE (LDA): 0.39 ACRES HTTPS://WWW.COLORADO.GOV/PACIFIC/SITES/DEFAULT/FILES/WQ%2OLOW%2ORISK%20GW.PDF 3. TOTAL AREA OF SEEDING: 0.20 ACRES *IF GROUND WATER DOES NOT MEET WATER QUALITY STANDARDS FOR RECEIVING WATER A SEPARATE CDPS DEWATERING PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM CDPHE IN ACCORDANCE WITH SUBSECTIONS 107.02 AND 107.25. 4. TOTAL AREA OF PRE—PROJECT IMPERVIOUS SURFACE: 4,950 SQ. FT. 2. SITE MAP COMPONENTS: 5. TOTAL AREA OF FINAL IMPERVIOUS SURFACE: 8,200 SQ. FT. E.EXISTING SOIL DATA: SOIL AT THE PROJECT SITE CONSISTS OF SLIGHTLY CLAYEY TO CLAYEY SAND OVER WEATHERED AND PRE—CONSTRUCTION [THE SWMP ADMINISTRATOR FOR DESIGN WILL SHOW THE FOLLOWING ITEMS ON THE SWMP SITE MAP AND COMPETENT GRANITIC BEDROCK. LABEL ON THE SWMP SITE MAP. FOR A—J BELOW, SWMP ADMINISTRATOR FOR DESIGN MUST REFERENCE THE SHEET(S) WHERE THEY ARE SHOWN AND CAN BE READILY ACCESSED. MAKE SURE TO USE CDOT LINE TYPES FOR THE LIMITS OF DISTURBANCE F.EXISTING VEGETATION, INCLUDING PERCENT COVER: AREA (LDA) AND THE LIMITS OF CONSTRUCTION (LOC). LIMITS OF DISTURBANCE AREA IS THAT AREA WHICH THE SOIL IS DURING DESIGN THE SWMP ADMINISTRATOR FOR DESIGN IN CONSULTATION WITH THE ENGINEER WILL DETERMINE IF THE SWMP PROPOSED TO BE DISTURBED. LIMITS OF CONSTRUCTION (LOC) IS THAT AREA WHICH IS THE PROJECT LIMITS.] [LOCATIONS OF ADMINISTRATOR FOR DESIGN OR THE SWMP ADMINISTRATOR FOR CONSTRUCTION WILL CONDUCT THE VEGETATION TRANSECTS AS COMPONENTS ARE SHOWN IN THE PLAN SET, E.G. "SEE SWMP SITE MAPS"] OUTLINED IN CHAPTER 4.11.2 OF THE CDOT'S EROSION CONTROL AND STORMWATER QUALITY GUIDE. A.PROJECT CONSTRUCTION POTENTIAL SITE BOUNDARIES [A SURVEY INCLUDING GENERAL DESCRIPTION OF EXISTING VEGETATION SHALL BE CONDUCTED BY THE SWMP ADMINISTRATOR FOR SEE SWMP SITE MAPS CONSTRUCTION PRIOR TO ANY GROUND DISTURBANCE ON THE PROJECT. THE MANAGER SHALL PHOTO—DOCUMENT EXISTING VEGETATION WHERE ALL WORK WILL BE OCCURRING. THE MANAGER SHALL ALSO PERFORM THE VEGETATION SURVEY TRANSECT(S) B.ALL AREAS OF GROUND SURFACE DISTURBANCE INCLUDING PHOTO DOCUMENTATION AS OUTLINED IN CHAPTER 4.11.2 OF CDOT'S EROSION CONTROL AND STORM WATER QUALITY SEE SWMP SITE MAPS GUIDE.] C.AREAS OF CUT AND FILL [OR] SEE SWMP SITE MAPS [A SURVEY INCLUDING GENERAL DESCRIPTION OF EXISTING VEGETATION SHALL BE CONDUCTED BY THE SWMP ADMINISTRATOR FOR D.LOCATION OF ALL STRUCTURAL CONTROL MEASURES IDENTIFIED IN THE SWMP DESIGN PRIOR TO ANY GROUND DISTURBANCE ON THE PROJECT. THE SWMP ADMINISTRATOR FOR DESIGN SHALL PHOTO—DOCUMENT SEE SWMP SITE MAPS EXISTING VEGETATION WHERE ALL WORK WILL BE OCCURRING. THE SWMP ADMINISTRATOR FOR DESIGN SHALL ALSO PERFORM THE VEGETATION SURVEY TRANSECT(S) INCLUDING PHOTO DOCUMENTATION AS OUTLINED IN CHAPTER 4.11.2 OF CDOT'S EROSION E.LOCATION OF NON—STRUCTURAL CONTROL MEASURES AS APPLICABLE IN THE SWMP CONTROL AND STORMWATER QUALITY GUIDE.] SEE SWMP SITE MAPS PRE—CONSTRUCTION DATE OF SURVEY: %DENSITY: F.STREAMS, SPRINGS, WETLANDS AND OTHER STATE WATERS, INCLUDING AREAS THAT REQUIRE PRE—EXISTING VEGETATION BE DESCRIPTION OF EXISTING VEGETATION: MAINTAINED WITHIN 50 FEET OF A RECEIVING WATER MAP OR TABLE SHOWING TRANSECT LOCATIONS IN SWMP TAB 17: SEE SWMP SITE MAPS POST—CONSTRUCTION DATE OF SURVEY: %DENSITY: G.PROTECTION OF TREES, SHRUBS AND CULTURAL RESOURCES DESCRIPTION OF EXISTING VEGETATION: DATE OF CDPS—SCP CLOSURE: EXISTING TREES, NOT NOTED ON THE PLANS TO BE REMOVED SHALL BE PROTECTED MAP OR TABLE SHOWING TRANSECT LOCATIONS IN SWMP TAB 17: H.AREAS USED FOR STORING AND STOCKPILING OF MATERIALS, STAGING AREAS (FIELD TRAILER, FUELING, ETC.) WASTE ACCUMULATION AND BATCH PLANTS INCLUDING MASONRY MIXING STATIONS [TRANSECT FORM IS LOCATED ON CDOT LANDSCAPE ARCHITECTURE WEBSITE] G.POTENTIAL POLLUTANTS SOURCES: SEE FIRST CONSTRUCTION ACTIVITIES UNDER POTENTIAL POLLUTANT SOURCES. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL PREPARE A LIST OF ALL POTENTIAL POLLUTANTS AND THEIR LOCATIONS IN ACCORDANCE WITH SUBSECTION 107.25. Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP.YH1.DWG 07/05/21 30% DESIGN PLAN SET — STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG Engineers Surveyors CONTACT: E S T E S * PARK Revised: — CDOT 23027 ST E WART 425 Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer:Fort West Mulberryu Street, el (970) 773-7731 — COLORADO Void: — Sheet Number 29 Enduring Community ossign ( ) — — Sheet Subset: SWMP Subset Sheet: 1 OF 6 33 3. SWMP ADMINISTRATOR: 9. INTERIM, PERMANENT STABILIZATION AND LONG TERM STORMWATER MANAGEMENT A.SWMP ADMINISTRATOR FOR CONSTRUCTION: (AS DEFINED IN SUBSECTION 208) THE CONTRACTOR SHALL DESIGNATE A SWMP THE CONTRACTOR SHALL COMPLY WITH ALL INTERIM STABILIZATION AND PERMANENT STABILIZATION REQUIREMENTS IN ADMINISTRATOR FOR CONSTRUCTION UPON CO—PERMITTEE OF THE PERMIT. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL ACCORDANCE WITH SUBSECTION 208.04(E). BECOME THE OPERATOR FOR THE SWMP AND ASSUME RESPONSIBILITY FOR ALL DESIGN CHANGES TO THE SWMP IMPLEMENTATION A.SEEDING PLAN AND MAINTENANCE IN ACCORDANCE TO 208.03, THE SWMP SHALL REMAIN THE PROPERTY OF CDOT. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL BE RESPONSIBLE FOR IMPLEMENTING, MAINTAINING AND REVISING SWMP, INCLUDING THE TITLE AND SOIL PREPARATION, SOIL CONDITIONING OR TOPSOIL, SEEDING (NATIVE), MULCHING (WEED FREE) AND MULCH TACKIFIER WILL BE CONTACT INFORMATION. THE ACTIVITIES AND RESPONSIBILITIES OF THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL REQUIRED FOR AN ESTIMATED 0.5 ACRES OF DISTURBED AREA WITHIN THE RIGHT—OF—WAY LIMITS WHICH ARE NOT SURFACED. ADDRESS ALL ASPECTS OF THE PROJECT'S SWMP. (UPDATE THE INFORMATION BELOW FOR EACH NEW SWMP ADMINISTRATOR FOR THE FOLLOWING TYPES AS SPECIFIED ON THE SITE MAPS AND RATES SHALL BE USED: CONSTRUCTION) (COPY OF TECS CERTIFICATION MUST ALSO BE INCLUDED IN THE SWMP.) Common Name Botanical Name LBS. PLS Per Acre NAME/TITLE CONTACT INFORMATION [PHONE & EMAIL] SLENDER WHEATGRASS ELYMUS TRACHYCAULUS 'SAN LUIS' 20% TBD TBD MOUNTAIN BROME BROMUS MARGINATUS 'BROMAR' 20% B.EROSION CONTROL INSPECTOR: (AS DEFINED IN SUBSECTION 208) THE CONTRACTOR MAY DESIGNATE AN EROSION CONTROL GREEN NEEDLEGRASS NASSELLA 15% INSPECTOR. THE EROSION CONTROL INSPECTOR SHALL COMPLETE DUTIES IN ACCORDANCE WITH SUBSECTION 208.03 (C) (COPY THICKSPIKE WHEATGRASS ELYMUS TRACHYCAULUS 15% OF TECS CERTIFICATION MUST ALSO BE INCLUDED IN THE SWMP.) _ ROACKY MOUNTAIN FESCUE FESTUCA SAXIMONTANA 10% NAME/TITLE CONTACT INFORMATION [PHONE & EMAIL] BLUE GRAMA (COATED) BOUTELOUA GRACILIS 5% TBD TBD INDIAN RICEGRASS ORYZOPSIS HYMENOIDES 5% 4. STORMWATER MANAGEMENT CONTROLS FIRST CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL SANDBERG BLUEGRASS POA SECUNDA SANDBERGII 5% PERFORM THE FOLLOWING: BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 5% A.POTENTIAL POLLUTANT SOURCES EVALUATE, IDENTIFY, LOCATE AND DESCRIBE ALL POTENTIAL SOURCES OF POLLUTANTS AT THE SITE IN ACCORDANCE WITH TOTAL: 100% SUBSECTION 107.25, CDPS—SCP AND PLACE IN THE SWMP. ALL CONTROL MEASURES RELATED TO POTENTIAL POLLUTANTS SHALL BE SHOWN ON THE SWMP SITE MAP BY THE CONTRACTOR'S SWMP ADMINISTRATOR FOR CONSTRUCTION. B.SEEDING APPLICATION: DRILL SEED 0.25 INCH TO 0.5 INCH INTO THE SOIL. IN SMALL AREAS NOT ACCESSIBLE TO A DRILL, HAND BROADCAST OR HYDROSEED AT DOUBLE THE RATE AND RAKE 0.25 INCH TO 0.5 INCH INTO THE SOIL PER SUBSECTION 212. B.OFFSITE DRAINAGE (RUN ON WATER) SOIL COMPACTION SHALL BE MINIMIZED FOR AREAS WHERE PERMANENT STABILIZATION WILL BE ACHIEVED THROUGH VEGETATIVE DESCRIBE AND RECORD CONTROL MEASURES ON THE SWMP SITE MAP THAT HAVE BEEN IMPLEMENTED TO ADDRESS OFF SITE COVER. RUN—ON WATER IN ACCORDANCE WITH SUBSECTION 208.03. C.MULCHING APPLICATION: APPLY A MINIMUM OF 2 TONS OF CERTIFIED WEED FREE HAY OR 2 1/2 TONS OF CERTIFIED WEED FREE C.VEHICLE TRACKING PAD/VEHICLE TRACKING CONTROL STRAW PER ACRE AND IN ACCORDANCE WITH SECTION 213, AND MECHANICALLY CRIMP IT INTO THE SOIL IN COMBINATION WITH AN CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH SUBSECTION 208.04. ORGANIC MULCH TACKIFIER. D.PERIMETER CONTROL 1. PRIOR TO WINTER SHUTDOWN OR THE SUMMER SEEDING WINDOW CLOSURE: UNCOMPLETED SLOPES SHALL BE MULCHED WITH 2 TONS OF MULCHING (WEED FREE) PER ACRE, MECHANICALLY CRIMPED INTO THE TOPSOIL IN COMBINATION WITH AN ORGANIC PERIMETER CONTROL SHALL BE ESTABLISHED AS THE FIRST ITEM ON THE SWMP TO PREVENT THE POTENTIAL FOR POLLUTANTS MULCH TACKIFIER IN ACCORDANCE WITH SUBSECTIONS 208 AND 213. LEAVING THE CONSTRUCTION SITE BOUNDARIES, ENTERING THE STORMWATER DRAINAGE SYSTEM, OR DISCHARGING TO STATE D.SPECIAL REQUIREMENTS: WATERS. PERIMETER CONTROL SHALL BE IN ACCORDANCE WITH SUBSECTION 208.04 PERIMETER CONTROL MAY CONSIST OF BERMS, SILT FENCE, EROSION LOGS, EXISTING LANDFORMS, OR OTHER CONTROL MEASURES AS APPROVED. 1. DUE TO STEEP SLOPES (>2:1), HYDROSEEDING WILL BE ALLOWED ON THIS PROJECT FOR PERMANENT STABILIZATION. 5. DURING CONSTRUCTION HYDROSEEDING RATE SHALL BE AT DOUBLE THE SEEDING RATE. HYDROSEED SHALL BE APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION IS A SLURRY WHICH CONTAINS SEED, ORGANIC AMENDMENT AND FERTILIZER. THE SECOND APPLICATION IS A RESPONSIBILITIES OF THE SWMP ADMINISTRATOR FOR CONSTRUCTION SLURRY OF MULCH AND TACKIFIER. BOTH SLURRY APPLICATIONS SHALL BE APPLIED FROM TOP OF SLOPE DOWNWARD, IN 50' THE SWMP IS A LIVING DOCUMENT 'LIVING DOCUMENT" THAT IS CONTINUOUSLY REVIEWED AND MODIFIED THROUGHOUT THE VERTICAL LIFTS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONSTRUCTION PHASING. DURING CONSTRUCTION, THE FOLLOWING ITEMS SHALL BE ADDED, UPDATED, OR AMENDED AS E.SOIL CONDITIONING AND FERTILIZER REQUIREMENTS: MINIMUM AMENDMENT MATERIAL REQUIREMENTS FOR ALL DISTURBANCES TO NEEDED BY THE SWMP ADMINISTRATOR FOR CONSTRUCTION IN ACCORDANCE WITH SUBSECTION 208.03. DURING CONSTRUCTION, RECEIVE SEEDING (NATIVE). ELEVATION: (7,500) FEET INDICATE HOW ITEMS THAT HAVE NOT BEEN ADDRESSED DURING DESIGN ARE BEING HANDLED IN CONSTRUCTION. IF ITEMS ARE COVERED IN THE TEMPLATE OR OTHER SECTIONS OF THE SWMP, INDICATE BELOW WHAT SECTION THE DISCUSSION TAKES PLACE. SOIL CONDITIONERS PAID FOR AS ITEM 212- SOIL CONDITIONING (ACRE)SOIL CONDITIONERS PAID A.STOCKPILE MANAGEMENT: SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 107.25 AND 208.07 FOR AS ITEM 212- SOIL CONDITIONING (ACRE) B.CONCRETE WASHOUT: CONCRETE WASH OUT WATER OR WASTE FROM FIELD LABORATORIES AND PAVING EQUIPMENT SHALL BE CONTAINED IN ACCORDANCE WITH SUBSECTION 208.05. BIOLOGICAL NUTRIENT SPRAY-ON AMENDMENT C.SAW CUTTING: SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 107.25, 208.04, 208.05 ORGANIC BASED HUMATE(LBS./ACRE) (LBS./ACRE) D.STREET SWEEPING: SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 208.04 FERTILIZER (LBS./ACRE)* >2:1 SLOPES ONLY 6. INSPECTIONS 300 200 3500 A.INSPECTIONS SHALL BE IN ACCORDANCE WITH SUBSECTION 208.03(C). 7. CONTROL MEASURE MAINTENANCE *BIOLOGICAL NUTRIENT ORGANIC BASED FERTILIZER SHALL NOT EXCEED 8-8-8 (N—P—K). A.MAINTENANCE SHALL BE IN ACCORDANCE WITH SUBSECTION 208.04(F). SPRAY—ON AMENDMENTS SHALL BE IN ACCORDANCE TO PROJECT SPECIAL PROVISION 212-00032—SPRAY—ON AMENDMENTS AS 8. RECORD KEEPING FOUND ON THE CDOT LANDSCAPE ARCHITECTURE WEBSITE. HUMATE SHALL BE IN ACCORDANCE TO 212.02. A. RECORDS SHALL BE KEPT IN ACCORDANCE WITH SUBSECTION 208.03(D). Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH1.DWG 07/05/21 30% DESIGN PLAN SET — . STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON ft SANDERSON STEWART CONTACT: ( ) 01/14/22 90% DESIGN PLAN SET — Lf Revised: — CDOT 23027 Designer: VJG Engineers Surveyors E S T E S * PARK ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. () — — — Detailer: — Ft u el (970) 773-7731 — COLORADO Void: — Sheet Number 30 Enduring Community ossign ( ) — — Sheet Subset: SWMP Subset Sheet: 2 OF 6 34 9. INTERIM, PERMANENT STABILIZATION AND LONG TERM STORMWATER MANAGEMENT (CONT'D) F. SOIL RETENTION COVERING: ON SLOPES AND DITCHES REQUIRING A BLANKET OR TURF REINFORCEMENT MAT (TRM), THE BLANKET/TRM SHALL BE PLACED IN LIEU OF MULCH AND MULCH TACKIFIER AND PLACED AFTER SEEDING (NATIVE). SEE SWMP SITE MAP FOR BLANKET/TRM LOCATIONS. G. PERMANENT STABILIZATION APPLICATION UNDER STRUCTURES: UNDER STRUCTURES SHADE PATTERNS SHOULD BE CONSIDERED AND THE USE OF MEDIAN COVER MATERIAL (STONE) OR OTHER STABILIZED OPTIONS WITH AN APPROVED PROJECT SPECIAL PROVISION SHOULD BE USED. SEE SWMP SITE MAP FOR LOCATIONS. [THE SWMP ADMINISTRATOR FOR DESIGN SHOULD REVIEW THE SELECTED MATERIAL FOR USE UNDER STRUCTURES WITH THE REGION ENVIRONMENTAL STAFF AND HYDRAULIC ENGINEER] H. RESEEDING OPERATIONS/CORRECTIVE STABILIZATION: PRIOR TO PARTIAL ACCEPTANCE. [SELECT ITEM(S) THAT APPLY] 1. ALL SEEDED AREAS SHALL BE REVIEWED DURING THE 7 DAY INSPECTIONS BY THE SWMP ADMINISTRATOR FOR CONSTRUCTION AND OR EROSION CONTROL INSPECTOR FOR BARE SOILS CAUSED BY SURFACE OR WIND EROSION. BARE AREAS CAUSED BY SURFACE OR GULLY EROSION, BLOWN AWAY MULCH, ETC. SHALL BE RE—GRADED, SEEDED, AND HAVE THE DESIGNATED MULCHING APPLIED AS NECESSARY, AT NO ADDITIONAL COST TO THE PROJECT. 2. THE CONTRACTOR SHALL MAINTAIN SEEDING/MULCH/TACKIFIER/BLANKET/TRM, MOW TO CONTROL WEEDS OR APPLY HERBICIDE TO CONTROL WEEDS IN THE SEEDED AREAS UNTIL PARTIAL ACCEPTANCE OF THE STORMWATER CONSTRUCTION WORK. I. LONG TERM STORMWATER MANAGEMENT SEE ITEM #18 OF THE SWMP FOR LONG TERM MANAGEMENT PRACTICES TO CONTROL POLLUTANTS IN STORMWATER DISCHARGES THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. 10. PRIOR TO PROJECT FINAL ACCEPTANCE A. PARTIAL ACCEPTANCE SHALL BE IN ACCORDANCE WITH SUBSECTION 107.25 (D), 208.10 AND 214.04. AT THE PARTIAL ACCEPTANCE OF THE PROJECT, IT SHALL BE DETERMINED BY THE SWMP ADMINISTRATOR FOR CONSTRUCTION AND THE ENGINEER WHICH TEMPORARY CONTROL MEASURES SHALL REMAIN UNTIL 70% REVEGETATION IS ESTABLISHED OR WHICH SHALL BE REMOVED. B. AT THE END OF THE PROJECT, ALL DITCH CHECKS SHALL EITHER CONSIST OF TEMPORARY EROSION LOGS (OR EQUIVALENT) OR PERMANENT RIPRAP. C. ALL STORM DRAINS SHALL BE CLEANED PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. WORK SHALL BE INCLUDED IN 202 CLEAN CULVERT. [**CHECK WITH REGION WATER QUALITY STAFF TO SEE IF CLEAN CULVERT PSP IS NEEDED AND WHAT PAY ITEM TO USE.**] 11. NARRATIVES: [BELOW ARE THE CDOT NARRATIVES COVERED IN CDOT'S STANDARD SPECIFICATIONS AND M STANDARD PLANS. PROPOSED NON—STANDARD CONTROL MEASURES DURING DESIGN SHOULD BE ADDED TO THE MATRIX. PLACE AN X IN THE COLUMN FOR M-208 STANDARD OR "X" FOR NON—STANDARD AND PROVIDE A NARRATIVE. THE NARRATIVE SHALL INCLUDE WHAT, WHEN,WH ERE AND WHY THE CONTROL MEASURE IS BEING USED. ALSO PLACE AN X IN THE APPROPRIATE IMPLEMENTATION COLUMN(S)] [DURING DESIGN PLACE A `P" IN THE INITIAL ACTIVITIES COLUMN FOR ANY CONTROL MEASURES THAT SHOULD BE INSTALLED BEFORE CONSTRUCTION ACTIVITY STARTS.] CONTROL MEASURE MATRIXES DURING CONSTRUCTION: 1. CONTROL MEASURE NARRATIVES HAVE BEEN INCLUDED FOR THE CDOT STANDARD SPECIFICATIONS AND STANDARD PLAN M-208 AND M-216 ALONG WITH ANY NON—STANDARD CONTROL MEASURES APPROVED DURING THE DESIGN PROCESS. IF A NON—STANDARD CONTROL MEASURE NOT INCLUDED IN THE SWMP IS PROPOSED AND APPROVED BY THE ENGINEER THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL DO THE FOLLOWING: PLACE AN "X" IN THE COLUMN FOR NON—STANDARD AND COMPLETE A NON—STANDARD CONTROL MEASURE SPECIFICATION AND NARRATIVE COVERING THE WHAT, WHEN, WHERE AND WHY THE CONTROL MEASURE IS BEING USED SHALL BE ADD TO THE SWMP. THE APPROPRIATE "X" SHALL ALSO BE ADDED TO THE IMPLEMENTATION PHASE(S). 2. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL PLACE AN "X" IN THE COLUMN IN USE ON SITE WHEN THE CONTROL MEASURE HAS BEEN INSTALLED. 3. A `P" IN THE INITIAL ACTIVITIES COLUMN INDICATES THAT THE CONTROL MEASURE SHALL BE INSTALLED BEFORE CONSTRUCTION ACTIVITY STARTS. LOCATIONS AND QUANTITIES WILL BE DISCUSSED DURING THE ENVIRONMENTAL PRE—CONSTRUCTION CONFERENCE WITH THE REGIONAL WATER POLLUTION CONTROL MANAGER. STRUCTURAL CONTROL MEASURES THAT MAY BE POTENTIALLY USED ON THE PROJECT FOR EROSION AND SEDIMENT CONTROL; PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO: M- 208 STANDARD or Control Measure Control Measure Control Measure Application, Control Measure Narrative "X"for In use on site Implementation Implementation Implementation NON-STANDARD Phase** Initial Phase** Interim Phase** Permanent Activities Activities Stabilization PROTECTION OF EXISTING TREES Fence(plastic)shall be used in areas indicated in the plans to prevent encroachment of construction Fence(plastic) traffic and sediment for the protection of mature trees and/or existing landscaping prior to start of X X construction disturbances. CULVERT INLET/OUTLET PROTECTION Placed at mouth of culvert inlets and over top of culvert at inlet and outlet where disturbance may Erosion logs,aggregate bags be occurring adjacent to pipe to prevent sediment laden water from entering pipe or drainage. Place M-208 X X X prior to start of construction disturbances. STOCKPILE PROTECTION Placed within specified distance,in accordance with subsection 208.06,from toe to contain Temporary berm,erosion logs,aggregate bags* sediment around stockpile. *Aggregate bags are easily moved and replaced for access during the M-208 X work day. Place prior to start of stockpile,increase control as stockpile increases size. TOE OF FILL PROTECTION Place prior to slope/embankment work to capture sediment and protect and delineate undisturbed Erosion logs,temporary berm,silt fence,topsoil areas. *Can be used to stockpile topsoil for salvage. M-208 X X windrow* Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH1.DWG 07/05/21 30% DESIGN PLAN SET — STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG Engineers Surveyors CONTACT: E S T E S �.� P A R K Revised: — CDOT 23027 STEWART 425 Mulberry 201 KERRY HILDRESS P.E. ( ) — — — Detailer:Fort West Mulb rry Street, ,Steel (970) 773-7731 — COLORADO Void: — Sheet Number 31 Enduring Community ossign ( ) — — Sheet Subset: SWMP Subset Sheet: 3 OF 6 35 11. NARRATIVES (CONT'D) STRUCTURAL CONTROL MEASURES THAT MAY BE POTENTIALLY USED ON THE PROJECT FOR EROSION AND SEDIMENT CONTROL; PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO: M- 208 STANDARD or Control Measure Control Measure Control Measure Application, Control Measure Narrative "X"for In use on site Implementation Implementation Implementation NON-STANDARD Phase** Initial Phase** Interim Phase** Permanent Activities Activities Stabilization PERIMETER CONTROL Placed prior to construction commencing to address potential run-on water from off site,and to Erosion logs,silt fence,temporary berm,topsoil divert around disturbed area. *Can be used to stockpile topsoil for salvage. M-208 X X windrow* SEDIMENT CONTROL/SLOPE CONTROL Silt fence,erosion logs Placed on the contour of a slope to contain and slow down construction M-208 X runoff. Place prior to start of construction disturbances. OUTLET PROTECTION Riprap,or approved other Material placed as energy dissipator to prevent erosion at outlet structure. M-601-12 X X CONCRETE WASHOUT Construction control,used for waste management of concrete and concrete equipment cleaning. In-ground or fabricated Place prior to start of concrete activities. M-208 X X VEHICLE TRACKING PAD Source control,placed to prevent tracking of sediment from disturbed area to offsite surface. Place M-208 X X prior to start of construction disturbances. Source control,used to remove sediment tracked onto paved surfaces and to prevent sediment SWEEPING from entering drainage system.Sweep daily and at the end of construction shift as needed. Kick X X X brooms shall not be permitted. OTHER NON—STRUCTURAL CONTROL MEASURES THAT MAY BE POTENTIALLY USED ON THE PROJECT FOR EROSION AND SEDIMENT CONTROL; PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO: EROSION CONTROL DEVICES ARE USED TO LIMIT THE AMOUNT OF SOIL LOSS ON SITE. SEDIMENT CONTROL DEVICES ARE DESIGNED TO CAPTURE SEDIMENT ON THE PROJECT SITE. CONSTRUCTION CONTROLS ARE CONTROL MEASURES RELATED TO CONSTRUCTION ACCESS AND STAGING. CONTROL MEASURE LOCATIONS ARE INDICATED ON THE SWMP SITE MAP. * USE OF VEGETATIVE BUFFER STRIP REQUIREMENTS. THE CDPHE WATER QUALITY CONTROL DIVISION TECHNICAL MEMORANDUM DATED AUGUST 27, 2015 CLARIFIES THE REQUIREMENTS FOR UTILIZATION OF EXISTING VEGETATION AS A BUFFER TYPE OF SEDIMENT CONTROL MEASURE, WHILE MAINTAINING COMPLIANCE WITH THE CDPS PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY CDPS PERMIT NO. COR4000000. IN GENERAL, THE DIVISION DOES NOT RECOMMEND THAT VEGETATED BUFFERS BE IMPLEMENTED AS A SEDIMENT REMOVAL CONTROL MEASURE FOR RUNOFF FROM DISTURBED AREAS AT CONSTRUCTION SITES, UNLESS IMPLEMENTED AS A `FINISHING" COMPONENT OF A TREATMENT TRAIN COMPRISED OF ADDITIONAL, ADEQUATE UP—GRADIENT CONTROL MEASURES. THE ENTIRE MEMORANDUM CAN BE FOUND AT: HTTPS://WWW.COLORADO.GOV/PACIFIC/SITES/DEFAULT/FILES/VEGETATIVE%2OBUFFER%2OMEMO.PDF M- 208 STANDARD or Control Measure Control Measure Control Measure Application, Control Measure Narrative "X"for In use on site Implementation Implementation Implementation NON-STANDARD Phase** Initial Phase** Interim Phase** Permanent Activities Activities Stabilization BONDED FIBER MATRIX or MULCHING Not to be used in areas of concentrated flows,i.e. ditch lines. To be for either Interim or (HYDRAULIC) Permanent Stabilization placed as a surface cover for erosion control. May be used as surface cover X when work is temporarily halted and as approved by the Engineer for stockpiles. TOPSOIL MANAGEMENT STOCKPILE/SALVAGE Prior to any site disturbance work commencing,existing topsoil shall be scraped to a depth four Windrow or stockpile inches or as specified,and placed in stockpiles or windrows. Upon completion of final grading, M-208 X X X topsoil shall be evenly distributed over embankment to a depth of four inches or as specified. SEEDING PERMANENT(NATIVE) Final Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. X Straw or Hay Interim or Permanent Stabilization placed as a surface cover for erosion control and or seeding MULCH/MULCH TACKIFIER establishment.To be installed as Interim Stabilization as a surface cover when work is temporarily X X halted and as approved by the Engineer SPRAY ON MULCH BLANKET(Not to be used in Interim or Final Stabilization placed as a surface cover for erosion control and or seeding areas of concentrated flows,i.e. ditch lines.) establishment.To be installed as temporary surface cover when work is temporarily halted and as X X approved by the Engineer. TURF REINFORCEMENT MAT(TRM) Final Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. Placed M-216 X X in channels or on slopes for erosion control,channel liner and seeding establishment. SOIL RETENTION BLANKET(SRB) Final Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. M-216 X X OTHER Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_S4NPJH1.DWG 07/05/21 30% DESIGN PLAN SET — . STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG Engineers Surveyors CONTACT: E S T E S �.� P A R K Revised: — CDOT 23027 STEWART 425 Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Ft West u Mulberry Street, , el (970) 773-7731 — COLORADO Void: — Sheet Number 32 Enduring Community Design ( ) — — Sheet Subset: SWMP Subset Sheet: 4 OF 6 36 12. TABULATION OF STORMWATER QUANTITIES A. CONTROL MEASURE SEDIMENT REMOVAL AND DISPOSAL SHALL BE PAID FOR AS: 208 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) AND 208 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR). ALL OTHER CONTROL MEASURE MAINTENANCE SHALL BE INCLUDED IN THE COST OF THE CONTROL MEASURE. B. IT IS ESTIMATED THAT [10] HOURS OF BLADING (140-250 HORSEPOWER), DOZING (130-250 HORSEPOWER) AND/OR COMBINATION LOADER (80-125 HORSEPOWER) MAY BE REQUIRED FOR MISCELLANEOUS EROSION CONTROL WORK AS DIRECTED BY THE ENGINEER. WORK SHALL BE PAID FOR AS: C. ESTABLISHMENT OF SEEDED AREAS FROM SUBSTANTIAL LANDSCAPE COMPLETION SHALL BE PAID FOR AS: THIS SHALL INCLUDE MOWING, WEED CONTROL, RESEEDING/MULCH/TACKIFIER. PSP Spec. PayItem Description PayUnit Initial Const. Interim Const. Permanent Total p p Stabilization Quantity* 203-01500 Blading Hour 5 5 203-01550 Dozing Hour 5 5 207-00205 Topsoil CY 160 160 207-00210 Stockpile Topsoil CY 225 225 208-00002 Erosion Log Type 1 (12 inch) LF 50 50 208-00035 Aggregate Bag LF 25 25 208-00020 Silt Fence LF 550 550 208-00045 Concrete Washout Structure EA 1 1 207-00106 Sweeping (Sediment Removal) Hour 20 20 207-00107 Removal of Trash Hour 20 20 207-00207 Erosion Control Management(ECM) Day 30 30 212-00006 Seeding(Native) Acre 0.2 0.2 213-00002 Mulch (Weed Free Hay) Acre 0.2 0.2 213-00061 Mulch Tackifier LB 12 12 Soil Retention Blanket(Excelsior) 216-00111 (Photodegradable Class 1) SY 775 775 X 700-70380 F/A Erosion Control FA 1 1 *IT IS ANTICIPATED THAT ADDITIONAL CONTROL MEASURES AND CONTROL MEASURE QUANTITIES NOT SHOWN ON THE SWMP SITE MAPS SHALL BE REQUIRED ON THE PROJECT FOR UNFORESEEN CONDITIONS AND REPLACEMENT OF ITEMS THAT ARE BEYOND THEIR USEFUL SERVICE LIFE, SEE SUBSECTION 208.03 AND 208.04. QUANTITIES FOR ALL CONTROL MEASURES SHOWN ABOVE ARE ESTIMATED AND HAVE BEEN INCREASED FOR UNFORESEEN CONDITIONS AND NORMAL CONTROL MEASURE LIFE EXPECTANCY. QUANTITIES SHALL BE ADJUSTED ACCORDING TO THE CONDITIONS ENCOUNTERED IN THE FIELD AS DIRECTED AND APPROVED BY THE ENGINEER. PAYMENT SHALL BE FOR THE ACTUAL WORK COMPLETED AND MATERIAL USED. **PAY ITEM 208-00071 IS INCLUDED FOR ANTICIPATED MAINTENANCE OF VEHICLE TRACKING PADS BASED ON THE SERVICE LIFE OF THE CONTROL MEASURE IN THE FIELD. THE USE OF THE MATERIAL SHALL BE DIRECTED AND APPROVED BY THE ENGINEER. *** F/A REFERS TO CDOT'S FORCE ACCOUNT PAY ITEMS. 13. BIOLOGIC IMPACTS AND DEWATERING A. ENVIRONMENTAL IMPACTS: 1. WETLAND IMPACTS: NO [DETERMINED TO BE NON JURISDICTIONAL) 2. STREAM IMPACTS: NO 3. THREATENED AND ENDANGERED SPECIES: N/A Print Date:01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH1.DWG 07/05/21 30% DESIGN PLAN SET — . STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 60% DESIGN PLAN SET — Lp No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG Engineers Surveyors CONTACT: ESTES * PARK Revised: — CDOT 23027 STEWART 425 West Mulberry Street,Ste 201 ILDRESS 0 — — — Detailer: — Fort Collins,Colorado 80521 (970� 773-77�P.E.1 KERRYH — C 0 L 0 R A D 0 Void: — Sheet Number 33 Enduring Community Design ( ) — — Sheet Subset: SWMP Subset Sheet: 5 OF 6 37 P LAC LOC k IOC— N LOC ...--sr -L9 /I \ ❑ -,II LOC L.C SVOC st LOC , LOC SF LOC \sF WO k kB6—�L99 s Oe-� "�I r \��° _- �S 1 — —L 4C;) ------ 1— t- ------ '"--- --- --_-_- — ——‹ ---6 I — -1 ! t --___ `44i4< ' L 1D V _ .flii_u,- •�i W _ _ t D_ v.�_ 4v4VV.-S► 4444444444�►�.e'AT. .-4't!4,. /4o II d IL \ .. �c eFL„ SF s�\ Y(\ Zi�p�►pV V� 0444u v.:. -�- .4.0.4.O.G'4.0.4�i•4•G�.ry L_i0 �1. -6-v - �_----_�ri�1t���Tara70TF!►vl% - VC \ ./ ice\ QJ� -® \\ I 4 ���4�5�4�.- o wri T sw :�_-���:�,.:: �:�:o =;,, i� t� .t ` ® b- i tri4j f$9�{ 9:44� �4_._-__ter '59 - _ _ -- 'f►-_Ks, ,1%.-Irgt .:4-1 4y-4.,;, •:�� �_ aY�Yo�` v v4: 4v�6 t `�� - e - ����.r�_.-.- ms_v - ___.- - v.4 9.o�ov_. �4 `�- �e......64V�ViL1ir���i���.-��-�_Fiv�V4v(i - '/ � - < _` -7 °HP 1_ L�y Aw-c_-x r - -.2! -�,`- - ,..Af► L maittAirV4 v. ljt �-aii:v -- ��NdV®vtit.:���-®-r-®-d-t.-vwOtVitf►pii' I i 111111g1 31IIIIIIIIIII.=©-1 — - _ _ _ _I _11 . )., —1U\\L _ ___1111. nowt ___,i_ r_rIm- -m_- _m. �.� - ter, ti - - '''' — c,- 1 111 — — _- — ______ __, 1 G .w. _ _Gi"--- ,i 11111 r1 to I, , Ii \ IG: /I)�t�\,ir, \\ I \ 1, r• \ 11. 11)--- - 1\ ; 20 0 20 40 44410 HORIZONTAL SCALE: 1"=40' LEGEND NOTES NORTH CULVERT INLET/OUTLET 1.EROSION CONTROL MEASURES SHALL BE FOLLOWED ACCORDING TO THE PROTECTION CD ESTES PARK ENGINEERING CONSTRUCTION STANDARDS AND SPECIFICATIONS CONCRETE WASHOUT AND CDOT'S STANDARDS AND SPECIFICATIONS. DIRECTION OF FLOW 2.ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED IN APPLICABLE AREAS IF NECESSARY AT THE REQUEST OF THE TOWN SILT FENCE SF 3.CONTRACTOR TO PROVIDE CONCRETE WASHOUT STRUCTURE(S)AS APPROVED LIMITS OF CONSTRUCTION LOC BY THE TOWN. RETENTION BLANKET ��4�4�4�1 4.VEHICLE PARKING,PROJECT STAGING,STOCKPILING,AND RELATED EROSION CONTROL BMPS SHALL BE LOCATED AND IMPLEMENTED AS DIRECTED BY THE TOWN.SUCH SITES MAY REQUIRE ADDITIONAL BMPS. SEED AND MULCH -//////// 5.ANY DISTURBED GROUND SHALL BE RETURNED TO ITS ORIGINAL CONDITION '///"/"/' AT THE EXPENSE OF THE CONTRACTOR. STRAW WATTLES SW II 6.ANY POLLUTANTS OTHER THAN SEDIMENT WILL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. ROCK SOCK CD 7.FINAL STABILIZATION,INCLUDING SODDING SHALL BE LOCATED AS DIRECTED BY THE ECS WITH APPROVAL BY THE TOWN. Print Date: 01/14/22 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH1.DWG 07/05/21 30% DESIGN PLAN SET - Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 30% DESIGN PLAN SET - No Revisions: - STORMWATER MANAGEMENT PLAN SRT M405-023 SANDERSON SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - ESTES T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 STEWART'. 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 - C 0 L O R A D 0 Void: - Sheet Number 34 Enduring Community Design O - - _ Sheet Subset: SWMP Subset Sheet: 6 OF 6 38 _ 6" 1 1/2"R. \ 14 1/2" N 2"R. d... CO Gutter edge may be - tapered or battered. ; '.A ' b a (Typical for all Curb& i &Gutter Types) <• CO r VERTICAL 701 CONSTRUCTIONLCUASS DRAWING) K 5.0' 4.0' f SAW �CUT� — PROPOSED r ,�_ — GRADE ' _ ,� 30" EXISTING 18" __ 12" _ GRADE _ _ 6" THICK 6" THICK POTENTIAL FILL AGGREGATE CONCRETE WALK, 21.75" __3.75' BASE 8"' THICK AT _ COMMERCIAL I3.63" 2 DRIVEWAYS R' 0.5 0.13". TYPICAL SIDEWALK SECTION d • b 7" NOT TO SCALE a. < 6 ROLL-OVER (LOVELAND) CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS / STREET STANDARDS DATE: 03 01/02 701 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS.DWG 07/05/21 30% DESIGN PLAN SET — . . DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detwiler: — F u 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 35 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 1 OF 8 39 CLASS "A" BEDDING REQUIREMENTS o �// TABLE I //\\ LOWER LIMIT OF SLOPING NOMINAL MINIMAL MIN. WIDTH A�% 1. I r f OR BENCHING OF DIAMETER(D) THICKNESS(dc) OF CRADLE(Bw) .�4�` TRENCH WALLS LOWER LIMIT OF SLOPING /-. 'w / �. CRADLE WIDTH �/► � OR BENCHING OF J 12"TSP 18" 4" Bc + 8' . �� TRENCH WALLS z 3 , •7frrr 21"TO 24" 6" 8 + 8" i J 12"TYP tic DENSITY COMPACTED BACK FILL �� DENSITY COMPACTED BACK FILLcc� / /��// HAND-TAMPED -_-` HANO-TAMPED 27'TO 33" 8" B + 8"z i cai —, (95X DENSITY AASHTO T-180) cw3 (95X DENSITY AASHTO T-180) o f�� -J 36"TO 42" 10" 1.25 Bva1/2 BCr11%YI��Xa.i�� PLAIN OR EINFORCED m > 1/4 BcW / D 1,25 Bc z u I I CONCRETE(CONTINUOUS) MpIMA iISI 8 / 48"&LARGER ' 4" c o a 4o,�0 '' 09n.or. Ic= 2000 PSI MIN. °� m 1/2 Be '0 O'0' Ail 4 a'�' •o_ do dc= DEPTH OF BEDDING BELOW BOTTOM OF PIPE FOR a aC0o-' . 11 ° GRANULAR BEDDING MATERIAL wzine."w"�'.',•o .°"• (SEE NOTE G.4 AND TABLE III), c CONCRETE CRADLE AND/OR DEPTH OF BEDDING ABOVE TOP PLAIN OR REINFORCED PIPE O.D. OF PIPE FOR CONCRETE ARCH. d2 - CONCRETE(CONTINUOUS) •C Ic= 2000 PSI MIN. w CLASS A NOTES PIPE O.D. CRADLE WIDTH 1.1 THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR CONCRETE ARCH CONCRETE CRADLE STRUCTURAL DESIGN OF THE CONCRETE CRADLE AND/OR CONCRETE STORM PIPE CONCRETE STORM PIPE CONCRETE ARCH. CLASS "B" BEDDING REQUIREMENTS - GRANULAR BEDDING B TABLE II Rd MIN. DEPTH OF BEDDING MATERIAL \/\\� BELOW BOTTOM OF PIPE /\ LOWER LIMIT OF SLOPING HAND-TAMPED BACK FILL(TYP.) PIPE SIZE - D• di d2 tl / OR BENCHING OF aeOp(� Og:Q�(� FOR CONCRETE STORM PIPE. 3 N4. o'•+ 2w /` TRENCH WALLS 12"TYP 3. d'Vo1�7OD� �ooU�. �o0�p p°O^ �(3.'n/� �',7.: O 18"TO 30" 6" 3" 6" = 12"TYP 'J.O Qe O b07'- G.k�'Og,�.OQCS BACKFILL(TYP.) Qa.•o• Q"°•,. o:"'F. A. O...O R': ''�,t b FOR PLASTIC STORM PIPE. 4"0 f6,cl ,., Qo ° (�O °g Q, `00000 36"TO 60" 6" 4.. 6" z �F:lOr. s. 'aoxv •- °o .fl .. rr11�� yQ Qo 0 66"&LARGER 8" 6" 8" O"p.OP• •Q ,po8� o ab D GRANULAR BEDDING MATERIAL i cJai p 0 fl-^ GRANULAR BEDDING MATERIAL •A -F S)e •p..'0Qp �OAp '� 4 (SEE NOTE G.4 TABLE III). •FOR ARCH OR ELLIPTICAL PIPE o F 6..'P,p O' D �'00.VI, (SEE NOTE G.4 AND TABLE III). 1/2 Bc �-po0o �• l.o-off' Q° D= SPAN DIMENSION, O K 00 Qp °.0 ... O. �o�"'� . " m W O':O,Od.p- coo°O `73o . .,©°�9 40� . 0 O . �.{A'R3 d3 .,,oy `n.'�4oQo.4M 4i .O .c.oc c B = PIPE O.D. 9 o p. , o.C/ • oeQ. 'C 0• 6. cs., Bd TRENCH BC MAXIMUMTRENCH WIDTH P O +WIDTH = PIPEO.D. +1}0" BC PIPE 0.D. PIPE O.D. D = PIPE I.D. (OR SPAN DIMENSION FOR ROCK EXCAVATION ARCH OR ELLIPTICAL PIPE). IDEAL TRENCH CONDITIONS d I. d.d - DEPTH OF BEDDING MATERIAL PLASTIC STORM PIPE ' z 3 BELOW BOTTOM OF PIPE. B TABLE III B• / BACKFILL(TYP.) Bc 12" ,�- FOR PLASTIC STORM PIPE. •CLASS 67 GRADATION / HAND-TAMPED BACK FILL(TYP,) • ASTM C-33 OR ASTM D-448 /, LOWER LIMIT OF SLOPING 00O O°�° 000�./� FOR CONCRETE STORM PIPE. SIEVE SIZE %BY WEIGHT r.�' OR BENCHING OF 12"TYP O O 0o O TRENCH WALLS 0°0 0 O�.,n �s 3/4" 90- 100 12"TYP TRENCH BACK FILL °0 0000 HAND-TAMPED IN p(�O O°o (/,(�' 3/8" 20- 55����/ 6"LIFTS. 1/2 BeO"o0O n0 D oo p"� GEOTE%TILE FILTER(PER SPECIFICATIONS 02221) NO. 4 _ 0=10 GRANULAR BEDDING MATERIAL o0°p O • (SEE NOTE G.4 TABLE III). O o Oo �o- a �. 0•0�°DapaQ' .N,%O 0 Oo`DO 00o NOTE: THE PERFORATED SUB-DRAIN DETAIL MAY BE NO.8 0 5 1/2 Bc +O A)' ' "• c�(I b4,.C) FOR FLEXIBLE PIPE -,o Ovo `y+ 0 di o �00 l000o O USED AT THE CONTRACTOR'S CONVENIENCE WHEN a O(P?We• *t.0000. d2 FOR CONCRETE PIPE_ ° O o p -1 GROUNDWATER IS ENCOUNTERED IN THE TRENCH. IT IS .; "-. - .Q'•-0, p'o 16" INTENDED TO PROVIDE A MEANS OF MAINTAINING DRY CLASS B NOTES dI .';4`_a .0.''0 o,0_0::o>?•o y;0'.• O 0 o. 0 I CONDITIONS IN THE BEDDING TRENCH DURING 2.1 BELL HOLES SHALL BE EXCAVATED AT O QKI V/ CONSTRUCTION AND SHALL NOT BE USED FOR ANY ALL BELL AND SPIGOT JOINTS. MIN. 1/2 Bd 0 O 0 O /� O + OTHER PURPOSE. 2.2 SUB DRAIN PIPE TO BE AN ACCEPTED PIPE O.D. 3 O O/&0\' 6" PERFORATED PIPE CONFORMING TO q`/r n lull 0(1 0,.,I APPLICABLE REQUIREMENTS OF THE IDEAL TRENCH CONDITIONS 1/ SPECIFICATIONS. CONCRETE STORM PIPE PERFORATED SUB-DRAIN 1-1/2"WASHED ROCK CDOT #357 STABILIZED TRENCH (6"DIA.MIN.) 2.3 BEDDING TRENCH BACK FILL TO BE SEE NOTE 2.2 COMPACTED TO 95%DENSITY, GENERAL NOTES. AASHTO T-180. G.1 THESE DETAILS ARE TYPICAL FOR NORMAL CONDITIONS. FOR INSTALLATIONS OTHER THAN THESE(SUCH AS EMBANKMENT, UNUSUAL OR UNSTABLE SOIL CONDITIONS OR TUNNEL INSTALLATIONS.ETC.)EXCAVATION,BEDDING AND BACK FILL REQUIREMENTS SHALL BE DETAILED ON THE CONSTRUCTION DRAWINGS. G.2 ULTIMATE BACK FILL LOADS AND STRUCTURAL DESIGN OF PIPE OR CONDUIT SHALL BE BASED UPON B d>TRANSITION WIDTH AS SET FORTH IN THE AMERICAN TRENCHING & BEDDING (CLASS "A"A" & "B") B I r) CONCRETE PIPE ASSOCIATION DESIGN MANUAL. G.3 FOR INSTALLATION OTHER THAN TYPICAL CONDITIONS.EXCAVATION.BEDDING AND STRUCTURAL REQUIREMENTS SHALL BE DESIGNED IN ACCORDANCE WITH THE REFERENCES NOTED(DESIGN AND CONSTRUCTION OF SANITARY AND STORM SEWERS WPCF MANUAL OF PRACTICE NO, 9,ASCE MANUAL ON ENGINEERING PRACTICE FIE CITY OF LOVELAND STORM WATER APPROVED: KWG DRAWING NO. 37,LATEST REVISION) AND AS ACCEPTED BY THE CITY. PUBLIC WORKS DEPT. CONSTRUCTION G.4 GRANULAR BEDDING SHALL BE HAND TAMPED IN 6"LIFTS AND SHALL CONFORM TO ASTM C-22 OR ASTM D-488 GRADATION SIZE #67(PER TECHNICALDATE: 8/17/07 SW-1 SPECIFICATIONS,SECTION 02221 AND TABLE III ABOVE). 11161111 STORMWATER DRAWINGS DRAWN BY: TBK Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231�ETAILS.DWG 07/05/21 30% DESIGN PLAN SET — A DETAILS Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S �•�,. PARK R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. C ) — — — ' Detailer: — Fort Collins,Colorado Bos (970� 773-77S1 — COLORADO Void: - Sheet Number 36 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 2 OF 8 40 7 ` ` . ` ` .. +` ` . ` 4, Slope sidewalk to curb 1/4" . . . . . . . . . . ` ` •` •`••` ` . •` •` . ` ` ` `+ . . + . • . . . . Driveway . • .°." ° ♦ • .• NOTE: Construct sidewalk with joints at 10'intervals „ „ ., „ •. „ „ „ „ „ •.+ + + + + . * . *„ „ „ „ „ „ „*,. .f ._ a and aligned with scoring on curb. . ,y° ♦ • .4.• . . ` ` ` . .t.W` `: ` . . . . ` . . .`. , ATTACHED SIDEWALK DETAIL Detached Sidewalk Sidewalk .,`,`,. , . .. .�.�.W.�.W �. . .���.W.W. . . . . 2'min.` . Landscaping \l Attached Sidewalk Slope:Minumum "ft Maximum 3"/ft _Slope sidewalk to curb 1/4'per foot. _ _ _ _ _ _ _ I \-T.C. 2'-0" I 6'-0" I \` F.L. Min. 111 Lip • Variable a'. a 8"Commercial 1/2'Expansion 6"Residential DETACHED SIDEWALK DETAIL Joint Material 1/2"Expansion Joint Material Detached Attached 11 6, 1 Sidewalk'A:::.'..1..... ..::;" 'Driveway . Sidewalk 1/2'Expansion 1 '` ! ) Joint material T R 1/a - .1/.4 SLAB THICKNESS • ' R1/4" • 4. SECTION A-A • 4. ♦ .. •.° ' .. °v ° All Sidewalk Thickness Shall Be 6"minimum. • • . ♦ ,� '°. INSTALL IN LOCATIONS SPECIFIED NOTE: IN CHAPTER 22 WEAKENED PLANE JOINT EXPANSION JOINT 1.Sidewalk grade shall remain consistent across driveway 2.For driveway design requirements,see CONST.DWG.Series 706&707 3.This detail applies to Residential&Commercial driveways. NOT TO SCALE STANDARD SIDEWALK -- SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 4 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS / URBAN AREA DRAWINGS / STREET STANDARDS DATE: 02 17 15 1601 / STREET STANDARDS DATE: 04 O1 07 I 1602 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231__DETAILS.DWG 07/05/21 30% DESIGN PLAN SET — . DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSONI� SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S ,,, PARK R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — ' Detwiler: — Fort Collins,Colorado 8o5z1 (970) 773-7731 — COLORADO Void: — Sheet Number 37 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 3 OF 8 41 way C��/� X = Curb Transition Length,Varies* �I X(Va 1. ners,2 mom)ns W R`9htof L_ W= Driveway Width(See Drawing Series 707) 1 T = Concrete Thickness-6"Residential, F 1 1/a' r, ie 8"Commercial. ti: '� pttac '<: d(varies, 's-<•- . �• See Plans) �r: . - .....". 410/1c11 ,.\ Paoe X Refer to Chapter 25 for minimum removal dimensions. � 6' SECTIONB-B . , ; o o I 0 Attached c PERSPECTIVE o Sidewalk 4 U W=Width a C B H u —'A I ►�►����������� ��������►����4 Electro-Galvanized not Retaining Curb(Optional), v ►�►�j�jr� S*S*. �������������4 not required for plate. ROW See Drawing 1603(TYP) I •�������� �������������� 1/2'Rolled Steel Tread Plate y, '4, '4, sl, • E : W W W W W (diamond pattern) o • Dimension Variable 4, 4, 4, 4, 4, I a ' 4, 4, 4, 4, ; ; • .• '. • :Attached •►�►�����♦ ♦����►��. ^' •... .° :.:•1:12(maxr)�I E I:1 CD `12(max.) Sidewalk ►�►�����������_ ���6��������� + 1n v RetainingScrews at ' .• • . ., I �'T � .: �* •:!•'; C 4'-0'or as Directed ^t•i''�<I I I,. A Back Of curb Detached Sidewalk FL Notes: PLAN VIEW 1/2'Rolled Steel Tread Plate I Lip 1. Length of steel plate varies. L=1 1/4'x 1 1/4'x 1/4' 1/2'x 1'Flat Head Mach. See Note 3 --I A See Note 3 2. Chase and cover plate run from Screw Brass or Electro-galv. See Note 2 Varies' Driveway Width Varies* See Note 2 Right of Way line to flow line unless a • 'd.•. finish 12"on center approved by the Engineer. '44; (typical both sides) Varies With curb walk,cover plate extends , Angle iron to be drilled and from property line to top of walk face. 47 . threaded to receive screw. *Ramp length not to exceed • 15'-0",slope must be uniform. ' L. Concrete to be drilled to allow 3'#4 Bar Welded at 12'on screw to extend into the center,Nelson Standard Anchor SECTION C-C concrete J YI a I I. or equivalent.(typical both sides) (typical both sides). Expansion Joint if driveway Yz"min-2"max continues as concrete o 0 0 1:12 c 1"p�mft)m 1:50(max.) o WI ��G.���j` K.j�.j�.. .j�.*.j�.j�.#.j. .j.j�.G.j�.jj.j�.R .l.jj.j�� NOTE: - ,_ 1/4"p1_r ft." ���� 411014 COMBINATION CURB, GUTTER,AND SIDEWALK 1. Concrete driveway shall be f Imp -1111 provided to the property line. I- Wa 2' 2. 0"Curb Height,See Section A-A 7. g • • " . ... 3. Full Curb and Gutter,See SECTION A-A Standard Drawing 701. N.T.S. 6"VERTICAL CURB, GUTTER, AND SIDEWALK NOT TO SCALE / SECTION A-A (2 VIEWS) STANDARD DRIVEWAY APPROACH ATTACHED WALK (TYPE II�� STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS URBAN AREA DRAWINGS STREET STANDARDS DATE: 02/17/15 706'2� STREET STANDARDS DATE: 08/01/21 709 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231JETAILS.DWG 07/05/21 30% DESIGN PLAN SET - . DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSONI� SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S ,,., P A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) - - - ' Detwiler: - FortCollins,Colorado So5z1 (970) 773-77S1 - COLORADO Void: - Sheet Number 38 Enduring Community Design ( ) - - Sheet Subset: DETAILS Subset Sheet: 4 OF 8 42 A �{ —2'Transition(TYP.) PAVEMENT MARKINGS — — — W W W O`O"O"O"OOC W W W W 0 0 0 0 3' 0. CROSSWALK MARKINGS. W W W W �G�ODOO�O�O� 2'(min)W W W W An Engineering study should be required before crosswalk markings are installed in locations away % O•/4. 4. 4. 4. 4, °O°°°°°°°°°°( W .L. from traffic signals or stop signs.Continental crosswalk bars(1 5'x a typ.)shall be placed adiacenl O OOO a W W W Curb a• a Me projected Sow.°or abutting.existing crosapan A bar shall be placed centered on each W W W W W lane line and in the center of each lane.Lanes 5'wide or less shall no:receive a bar centered in • W W W W W •I' Flare. W the lane It is important that the markings are in alignment wN,Me access ramps I sitlewallw Standard Curb I 4, W W ,I, W W 4. W W W W W W 4, ,I, W 4, W W W W W 1.5'zg Pmjecled Row,.(FL) and Gutter, * W W W See Standard I W W W W W W W W Dwg 701 (TYP) Flare W W W W W Detectable Warning -,., I I I I I Lh l I I I 41'- 0' � Curb Height,—\ W W W W W W W W W W W W W J. W • W W W W W 4 65'(min) See Section/'IA'�/-A * W W/ * W \ 6 (TYP) * * W W W $TRIPINf '' I I I STOP LINES • -ci O T //—'� All Longitudinal Sane)striping shell IS ` Place stop lima(1.5'x Variable tyD.) )°°°°( A I / terminate at the Continental crosswalk only when inportant to indicate the f 1 go go IY bars--except the downstream bike pant behind which vehicles are o o Pedestrian lane which shall to mingle at the curb)DOgo� realm.If a stop line is in required ro srop(more often on main Place- arterials)--placement should 4' min ) O O Landing Area, psVeem sewing shall terminate a: {6 ordina"ly be 4'in advance of and (miff )°o°o�� I SIDEWALK me stop toe wine Lane penali&to the nearest crosswalk line �P')I )o°o°i Detectable See Note 28'White intheabsenceofamarked : )°°°°( Warning Crosswalk.the stop lone should be °°°°( 0'Curb Ala att more he desired sn 3g or sstopInep than 4.oint )000( I / PREFERENTIAL LANE SYMBOL the nearest edge of the intense.Ong PLS shall be used for designated A,r1 roadway. bikeways of shall be laced en'. II IY e I Ill W W W --the symbol shall be placed 'anti LI B'White Line downstream o convey to Nming W W W W J `\\ traffic that the bike lane exists II 4'White Lire W W W W W N. \ shall be placed 0'clown from the ll PCR 6 centered on the bike lane I MANDATORY MOVEMENT W W W W W W W Frequency is of placement between p bkgks is a matter for Enpireennq $ Mandatory lane movement lanai shall W W W W W W ( 2' judgement. ? a lane-Lisa arrow marking,the lane-usewortl a'ng rtOwo •another Flare NOI R marking W W W W W W ♦♦ aqulss than rare 4L (accompanieda.by gr s).Symbds I:yn lengths less Man,00' L _ _ W W W W W 2(max) 4 J e use COOT specification sizes. "l W Curb W W W W 1'perft 1:2/�0(max) W W W W W Wal 1/c'per ft. Broken l line 4'white gib Nol Required vnVl lade a Segments 30,Gaps mrgMa less Men 10d.(3:1 R tiol Lip of Gutter • . PLAN VIEW Tr See Note 8 • • �6• Lire.•white �` , N.T.S. SECTION A-A a'W —�, a'white E e ab"Line Ertension I � NOTES: N.T.S. 4•Whim Extension Lire 1 1. No joints are allowed in the flowline.Six inch wide curb or"dummy joint'may be tooled no closer than 6 inches I On Canvas. from flow line as shown. Dotted extension of Iona edge with same I as solid downstream lire.2 segments,4' gaps 2. Pedestrian landing area required 4 ft length x 4 ft width,max slope in any direction is 1:50 or Y4'per foot. ,- ' 3. Joint pattern to be according to intersection gutter detail'or as determined by the local entity. ' Do 4. Wood float finish is required over the sloped surface of ramp and flares. 4.Space I 4'Vwllow 5. Minimum ramp width shall be four feet,or the same as the widest adjacent sidewalk,whichever is greater,up to a maximum width of 8 feet. 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0'in the direction of travel.Material to be approved by local engineer ELTwo-Way) lLe[-Tam Lane TWLTL striping is 4"yellow skip(10' 7. T=Concrete thickness,6'minimum for entire ramp area. line,30'gap),4"space,4"Solid yellow NOT TO SCALE 1 DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK f STANDARD PAVEMENT MARKINGS W/TURN LANE LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING N LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA • URBAN AREA STREET STANDARDS DRAWINGS DATE: 08/01/21 1606�\ STREET STANDARDS DRAWINGS DATE: 07/01/21 1404 - Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS.DWG 07/05/21 30% DESIGN PLAN SET — A, DETAILS Orig. Scale: N/A Vert. Scale:N/A (") 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSONI� SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S ,,,,, PARK A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — ' Detailer: — Fort West Mulberry ,Colorado aose (970) 773-77S1 — COLORADO Void: — Sheet Number 39 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 5 OF 8 43 3.4.1 ri 1 WORD AND SYMBOL NOTES 2'-I1.5" r 5'-3" y EDGE DF PAVEMENT OR LONE LINE 1.IF HEIGHT IS INCREASED OR DECREASED THEN ALL 6'-3" VARIES 20" ' �.� MEASUREMENTS CHANGE PROPORTIONATELY.EXAMPLE: L r 13 2 "H"MEASUREMENT FOR STOP IS REDUCED TO 4 FT.FROM 1 6' 8 FT.THEN SQUARE FEET 5.75(/A OF 23.0 SQ.FT.). L ��� IN 2.PAVEMENT WORD AND SYMBOL MARKINGS TRANSVERSE VEHICLE DIRECTION OF)RAVEL AND LONGITUDINAL BE PAIDA CROSSWALK LINES I CENTERED AND STOP LINES WILL BE FOR IN.SQUARE FEEL �I ll4 I USING THEIR SPECIFIC BID ITEMS. 6�_3�� ITT-5"I�11.8" 1 I` i. 3.LETTER SPACING SHALL BE 8 IN.EXCEPT FOR THE LETTER"A"WHICH IS 6 IN.. T bo u`N) AREA= 16.1 SQ.FT. AREA = 27.5 SQ.FT. VARIES .APPROACH EDGE LANE LINE 4.USE THE MARKING WORD"BIKE"IF 6 FT.TO 8 FT.BIKE m -1 3'-4" f` - t TYPICAL APPROACH EDGE TAPERING VIEW LANES ARE INSTALLED. 71- = N z'-D.s" 5'-3" s'r '''yo TAPERING NOTES 1.ALL PAVEMENT MARKING APPROACH EDGES FROM N I 4j J� y'_,0" 13,_2„ 2'-9" 6A. THE VEHICLE DIRECTION OF TRAVEL SHALL BE TAPERED _t �� N Q 6� 6f y I AK ,,,,, ZL,_aQ USING A PUTTY KNIFE OR SIMILAR T00.. I c 0` 11.8^-i I-2 D.5~ 2-T+ �u'_3z °4.e„ o TYPICAL APPROACH �NCEE DIRECTION of mAVEL a DESIGNATED PAYMENT AREAS f • LQ �( 11.6 �� EDGE TAPERING PROFILE VIEW FOR THE FOLLOWING H,W,AND S DIMENSIONS PAY: .41r •E E .o a_6 v > 7-N m E o AREA = 12.1 SQ.FT. AREA =39.8 SOFT. AREA = 58 SQ.FT. - H = 4'WORDS i =fn N 3 E t BIKE-5.5 SOFT. LANE-6.0 SQ.FT. as a CO �, n D -1-1.,), n , n D D D �,D D ONLY-6.0 S H T.- 8 WORDSXING-5.0 SQ.FT. 0) _ c O o C Q 3 E N U STOP-23.0 SQ.FT. RING-20.0 SQ.FT. 8' 8' 8' 8' F 8' 8' 8' N -a fl) �1 IIIrTIII ^I ONLY-229.SOFT. LANE-22.51.0SQ.FT. O LL O t E U J V _�u 1 _ I J L I J L Il 1�f D J J J AHEAD-29.0 SOFT. BIKE-21.0 SQ.FT. E 1::140) �' " ,,,, _ pO I I I I I I II II I lc BUS-18.5 SOFT. HWY-16.5 SQ.FT. a f--T-4" I~6'-8" T-0" 8'-10" F�6'-3" F�5'-9" H-5'-4"-'( F 10'-10" �{ SCHOOL(IL)-33.0 SOFT. THRU-22.0 SOFT. Z 3 m j j ,- VD 11.1 a E N E 0 O M 9 1I I �Ifr1I III IIr - SCHOOL(2L)-85.0 SOFT. PED-17.5 SQ.FT. CO a) o N O - _Y t.. - 1 LJ P 1 1-D F Y F n p"1I F n f f NORTH-30.6 SOFT. SOUTH-28.5 SOFT. _ N CD. _ a .0 0) N-_ UO '� N N 0) tC 3 t N N EAST-22.1 SQ.FT. WEST-23.7 SOFT. m E O C 8' t 8' 8' i 8' 8' 7' 8 Lrj x with RR-69 SOFT. EXPRESS-41 SOFT. CD N . U U -o N 0) Y F1 U u I D U J�A _ L _U11 �/Vu Il J� 1 J� u YIELD-23 SQ.FT. EU a @ a L U •N N 1 c0 = a m D N 2 2 Y o m L- -1 � - -1 I.- TYPICAL LETTER MEASUREMENTS FD X 2O a 4�{�� 5�_p� 6�_4„ per„ 7'_8�� 6�_3�� 6�_3„ 6�_y�� (A N U I`\` E Q N j 112 O O N - F IIIr 3„ 1-66'- WIWIIa:5 . _OwC t, N 4 C 4 Fll[ [ I �' - BLUE 1 n E IL N 0) N N L t ''0' 6' 13' 28" t S S B 1(:: 0) T N z N E t Q L t0 C O iIIII�iIIII LflL O O I 01- 16' S TI � / ea R1JJI U 3„ I -.I 5 I a_ I I I I J L 'I N 0 E O) 0) 0) C l,_ 0) co _ O I 14'-A" `I 1l'-4" 4'-2" F� 3'-3" �il I� 1.6' _ L 4 - ._ E 3" �24" 3" m c Q) a5 E A o m 1-LANE SCHOOL AREA = 11.9 SQ.FT. AREA = 10 SQ.FT. 6' -HI- E N N m a E c STROKE = 8" WHITE 3"STROKE WIDTH(BORDER 3 3 N @ 3 E MAY BE 4"STROKE WIDTH) -13.3}- H=HEIGHT H=8' H=4' c E E cc c c c m 2-LANE SCHOOL w=WIDTH w=r-3.a"TO P-a" w=xx To xx x x @ .go N �' PAVEMENT MARKING WORDS AND SYMBOLS a) - . c a� N w CD 3 N L o N Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. v, 1- to' Il (n 0 Q N Q J Q Creation Date: 07/04/12 Dote, Comments 2829 W.Howard Pi. PAVEMENT 0 r Created By:SCL Denver,CO 80204 S-627-1 V } Z (V C 7 �) (O r- co O Phone:303-757-9436 MARKINGS Last Modification Date:07/31/19 FAX:303-757-9219 Standard Sheet No.8 of 9 ZNI Last Modified By:EButta Q N N CAD Ver.:MicroStation V8 Scale:Not to Scale Units: English Q Traffic & Safety Engineering MKB Issued By:Traffic&Safety Engineering Branch July 31,2019 Project Sheet Number: T I I STREET NAME SIGN LARIMER COUNTY CONSTRUCTION REVISION NO: 3 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08 01 21 1411 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231JETAILS.DWG 07/05/21 30% DESIGN PLAN SET - A. DETAILS Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - LI Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E Sr"�,,, PARK R K STEWART'', 425 Street,Ste 201 KERRY HILDRESS P.E. �) - - - ' Detwiler: - F West Mulberryu Colorado 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 40 Enduring Community Design ( ) - - Sheet Subset: DETAILS Subset Sheet: 6 OF 8 44 _ Slope up to match finished pavement Depress ring 1/4"to 5/8"below adjacent finished street grade Straight cut around ring overlay asphalt lift, Cover-, �,, � �II adjustment ii<� x ii —•_1i mll e _ E 00.0kWliii�_iat Concrete grade ring m �W—wiii - _,-../ArY,/', /i 4 to match slope or finished grade Shim/Grout Existing base course Grade dng i Support with Steel Shims and pack with High Strength _ Manhole Grout / NOTE: 1.Grout shall be a mixture of 100 lbs Grout mix,26 lbs water(3.12 Gal),and 100 lbs of sand conforming to ASTM C-35. 2.Manholes shall not be located in crosspans,gutters,or wheel path, 3.Shim and grout to make ring and cover flush with the finished pavement surface. / STANDARD MANHOLE COVER STANDARDSLARIMER COUNTY REVISION NO: DRAWING CONSTRUCTION URBAN AREA STREET I 0: r 0r' 1201 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231JETAILS.DWG 07/05/21 30% DESIGN PLAN SET — A DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSONI� SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S „w, P A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) — — — Detwiler: — Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 41 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 7 OF 8 45 (-- ---\ 2 EACH 8"BLADES MOUNTED TO POST WITH 4 EAC DRIVE RIVETS WITH i i NYLON WASHERS I�I�I o cot o _3" Cross section of post 6 Sample 242;e�00 ' Op, / \ STOP o R1-1'STOP'SIGN 30"DIAMOND GRADE.SIGN \ / MOUNTED TO POST WITH 1 EACH DRIVE RIVET 1 WITH NYLON WASHER AGAINST SIGN FACE(ON $ TOP OF THE SIGN). THE BOTTOM OF THE SIGN °o SHALL BE MOUNTED WITH 1 EACH 5/16"x2-112"HEX °o BOLT WITH METAL AND FROM NYLON WASHERS 0 (NYLON WASHER AGAINST SIGN FACE)AND 0 2'-3' t.L3 SECURED WITH 1 EACH 5/16"HEX NUT ON THE FROM FL Z BACK SIDE OF POST. ¢ 0 2"x2"x10OR121 12 GAUGE TELESPAR POST 2 2 O CRITERIA FOR SINGLE POST o N. Max.Sign Panel Anchor/Stub* Post Size* °o o 36x36 2.25'x2.25'0-0' 7x2"x170 0 i 3-6'ABOVE GRADE * 12 Gauge L--- n c 2-1/4'x2-1/4'x3' - 081 ANCHOR/STUBy1{I g Street Curb J —`,-2 1/4"Anchor (22F12A31) See Figure 16-1 NOTES: 1. Attach the sign panels tightly to the post and use 5/16"(ID)X 3/4'(OD)washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. 3. Signs larger than 36 inches in length or width require wind bracing and special post design. 4. Anchor Stub and post are square steel tube(perforated). 5. All'No Parking"signs shall be installed at 45°from Flow Line. 6. Stop sign to be installed at Point of Curvature(PC)for direction of travel. SIGN POST LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING ` URBAN AREA DRAWINGS 08O1 2/ / \ STREET STANDARDS DATE: 1 1401 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS.DWG 07/05/21 30% DESIGN PLAN SET — A. DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S ,. PARK A R K STEWART 425 West Mulberry Street,Ste 201 KERRY H773-7S P.E. �) — — — Detailer: — Fort Collins,Colorado s0521 (970) 773-7731 — COLORADO Void: — Sheet Number 42 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 8 OF 8 46 11 +00.00 12+00.00 13+00.00 14+00.00 7580 7580 7575 7575 7570 7570 7570 7570 ROW ELEV=7575.55 ELEV=7571.24 I ELEV=7567.88 ELEV=7567.30- ELEV=7574.98 ELEV=7570.67 tX ROW _ Row / I ELE\ELEV=7565.65- 7575 / 7575 7570 '/ 7570 7565 ' 7565 7565 I .-- 7565 / r / ��'— `\.- I / PROPOSED GROUND (TYP.) / // / 24—IN STM / v EXISTING GROUND (TYP.) I � 24—IN STM —L' 03—IN GAS 7570 7570 7565 7565 7560 7560 7560 \/ 03—IN GAS 7560 06—IN WTR 06—IN WTR 03—IN GA'. 06—IN WTR Q a—IN WI" 7565 7555 —20 —10 0 10 7565 7560 —20 —10 0 10 7560 7555 30 —20 —10 0 10 7555 7555 —20 —10 0 10 10+54.84 11 +50.00 ELEV=7569.37 12+50.00 13+50.00 7585 7585 7575 1 7575 7570 —7570 7570 ELEV=7566.87 ELEV=7572.91 — Ay_ ELEV=7566.29 ROW__ '� I, / ELEV=7568.80- 11- ELEV=7572.79 / ELEV=7578.10 r ROW / rROW �" I --4 — / ROW, 7580 I 7580 7570 7570 7565 / 7565 7565 7565 ELEV=7577.52 24—IN STM I /_L _l.' 10 0 10 20 Il /r 0 —IN GAS II241N STM HORIZONTAL SCALE: 1"=20' / / VERTICAL SCALE: 1"=5' 7575 / 7575 7565 06—IN WTR 7565 7560 7560 7560 — ` 7560 / 06—IN WTR l6—IN W R 7570 7555 —20 —10 0 10 7570 7560 —20 —10 0 10 7560 7555 —30 —20 —10 0 10 7555 7555 30 —20 —10 0 10 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_XSECT_PROD.DWG 07/05/21 30% DESIGN PLAN SET — , CROSS SECTIONS—GRAVES AVENUE NORTH SIDEWALK Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — L No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG Engineers Surveyors CONTACT: ESTES PARK Revised: — CDOT 23027 ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. — — — Detailer: — Fort Collins,Colorado 80s21 (970� 773-77�1 — C 0 L O R A D 0 Void: — Sheet Number 43 Enduring Community Design ( ) — — Sheet Subset: XSEC Subset Sheet: 1 OF 2 47 15+00.00 15+88.52 570 7570 7565 7565 ELEV=7564.79 ELEV=7564.22 ELEV=7559.51 ELEV=7558.96 565 7565 7560 ---___ _ 7560 ROW / / // ,y/ 560 24—IN STioir a 3—IN GAS 7560 7555 7555 V 06—N WTR 555 —30 —20 —10 0 107555 7550 —20 —10 0 107550 14+50.00 15+50.00 7570 7570 7570 -7570 ELEV=7565.58 ELEV=7561.52 7565 Anil 7565 7565 7565 ROW .: 1 ELEV=7565.01 ROW IUELEV=7561.82 y , 10 0 10 20 1 // "'OPOSED GROUND (TYP.) I , HORIZONTAL SCALE: 1"=20' `-- "111101 VERTICAL SCALE: 1"=5' 24—IN STI , 7560 .1 7560 7560 7560 06 IN WTR U —IN GA'. EXISTING GROU D (TYP.) 06— N WTR 7555 7555 30 —20 —10 0 107555 7555 —20 —10 0 10 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_XSECT_PROD.DWG 07/05/21 30% DESIGN PLAN SET — Orig. Scale: N A Vert. Scale:N/A A _ CROSS SECTIONS—GRAVES AVENUE NORTH SIDEWALK / / �) 10/28/21 50% DESIGN PLAN SET No Revisions: — SRT M405-023 SANDERSON ft SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors ESTES , PARK R K Detwiler: ST E WA RT 425 West Mulberry Street,Ste 201 KER�970�HI D3 E�� 1P.E. 0 — — — — — Fort Collins,Colorado 80521 COLORADO Void: — Sheet Number 44 EnAuHnpCommunkyD�sipn O — — — _ Sheet Subset: XSEC Subset Sheet: 2 OF 2 48 PoDI / NHS FHWA PROJECT OF ■ NO ❑ YES TOWN OF ESTES PARK DIVISION INTEREST (PoDI)? CONSTRUCTION PLANS FOR NATIONAL HIGHWAY SYSTEM? • NO ❑ YES FEDERAL AID PROJECT NO.SRT M405-023 GRAVES AVENUE IMPROVEMENTS Index of Sheets PHASE 2 ESTES PARK,LARIMER COUNTY,STATE OF COLORADO Sheet Number Sheet Title 1 COVER TABULATION OF LENGTH & DESIGN DATA 2 CDOT M&S STANDARD PLAN LIST ,r 3 GENERAL NOTES FEET y X* " ,~,. 40, 4 GENERAL NOTES&LEGEND Ir. 5 SUMMARY OF APPROXIMATE QUANTITIES STATION MAJOR {. - 6-9 EXISTING CONDITIONS AND DEMOLITION PLAN ROADWAY STRUCTURES .. ! 10-13 GRAVES AVENUE SITE PLAN -I p-r 14-17 SIGNING&STRIPING GRAVES AVENUE 18-21 OVERALL GRADING PLAN s BEGIN STA: 10+00 TO 21+59 1159 0 ` ,','"4 r• 22-25 DRIVEWAY GRADING PLAN SUMMARY OF PROJECT LENGTH FEET �T� f• 26-30 PLAN&PROFILE-GRAVES AVENUE SOUTH SIDEWALK I - 31-37 STORMWATER MANAGEMENT PLAN TOTAL 1159 - -.4, ..- L, "t r �:' 38-41 DETAILS SITE \ `,- 42-45 CROSS SECTIONS-GRAVES AVENUE SOUTH SIDEWALK TOTAL 1159 ` s ` r„ v *. ,' t• GRAVES AVE. DESIGN DATA GRAVES o AVENUE 3 MAXIMUM HMA WIDTH 41 FT 2 MINIMUM HMA WIDTH 32 FT 0 BRODIE AVE. MINIMUM STREET GRADE 0.5% - = MAXIMUM STREET GRADE 10% i - • v p n - r" 1,1 POSTED SPEED LIMIT 20 MPH _ : a .. ' 'I I 1 G rl a s1 i r� raa Matthe+� DESIGN MPH 25 MPH MINIMUM STOPPING SITE DISTANCE 151 - .i 3 \_ MINIMUM K VALUE (CREST)* 19 . MINIMUM K VALUE (SAG)* 40 a _ -- -- , NOT TO SCALE I /�T /� T •VALUES AASHTO GREEN BOOK AND LARIMER COUNTY URBAN AREA STREET STANDARDS. PROJECT LOCATION MAP PROFESSIONAL ENGINEER CERTIFICATION THESE CONSTRUCTION PLANS WERE PREPARED BY ME(OR UNDER MY DIRECT SUPERVISION)IN PROJECT CONTROL TOWN OF ESTES PARK DRAWING REVIEW ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD STANDARDS AND THE STORMWATER DESIGN STANDARDS FOR LARIMER COUNTY." HORIZONTAL DATUM' MODIFIED NAD83/20II COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE ENGINEER'S NAME: JOHN E.TUFTE,PE SCALE FACTOR 1 000401381(0.99959878) REVIEWED BY: COMPANY: SANDERSON STEWART OCTOBER,28,2021 VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) TOWN OF ESTES PARK ENGINEERING DATE NOTES: TOWN OF ESTES PARK INDEMNIFICATION STATEMENT 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES,RIGHTS OF WAY THE TOWN OF ESTES PARK REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS.REVIEW THE ENGINEER WHO HAS PREPARED THESE PLANS,BY EXECUTION AND/OR SEAL HEREOF DOES AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE BY THE TOWN DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. HEREBY AFFIRM RESPONSIBILITY TO THE TOWN,AS A BENEFICIARY OF SAID ENGINEER'S WORK,FOR 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS,AND APPROVAL OF THESE PLANS BY THE OTHER IMPROVEMENTS. THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON-SITE IMPROVEMENTS TOWN OF ESTES PARK PUBLIC WORKS DEPARTMENT SHALL NOT RELIEVE THE ENGINEER WHO HAS WHICH MAY BE SHOWN.THESE PLANS ARE INTENDED TO BE FOR TOWN REVIEW OF PUBLIC PREPARED THESE PLANS OF ANY SUCH RESPONSIBILITY.FURTHER,TO THE EXTENT PERMITTED BY Contract Information IMPROVEMENTS ADJACENT TO THE PROPERTY.CONSTRUCTION OF ON-SITE PRIVATE LAW,THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE TOWN OF ESTES IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORSHEET OR STUDY(S),FINAL PARK,AND ITS OFFICERS AND EMPLOYEES,FROM AND AGAINST ALL LIABILITIES,CLAIMS,AND Con tractor: DEVELOPMENT PLAN(S),SPECIAL REVIEW(S),AND BUILDING PERMIT(S)ARE COMPLETE,APPROVED DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THE PLANS. NOTE: AND ON FILE WITH THE TOWN OF ESTES PARK. Resident Engineer: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM,SEWER, Project Engineer: TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY - COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. PROJECT STARTED: ACCEPTED: -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND- SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN Comments: CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_COVER_PH2 07/05/21 30% DESIGN PLAN SET — COVER Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET - No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors ESTES T E S »`: PAR K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) — — — ' Detwiler: — Fort Collins,Colorado 805z1 (970) 773-7731 — COLORADO Void: — Sheet Number 1 Enduring Community Design ( ) — — Sheet Subset: COVER Subset Sheet: 1 OF 1 49 PLAN M STANDARD PAGE PLAN M STANDARD PAGE PLAN S STANDARD PAGE NUMBER TITLE NUMBER NUMBER TITLE NUMBER NUMBER TITLE NUMBER O M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 O M-606-1 MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 79-97 O S-612-1 DELINEATOR INSTALLATIONS (8 SHEETS) 171-178 O M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 31 INCHES (19 SHEETS) (REVISED ON MARCH 5,2020) O S-613-1 ROADWAY LIGHTING (6 SHEETS) 179 100 O M-203-1 APPROACH ROADS 8 O M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) 98-101 (REVISED ON SEPTEMBER .30,2020) O M-203-2 DITCH TYPES 9 O M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS) 102 104 O S-613-2 ALTERNATIVE ROADWAY LIGHTING (4 SHEETS) (REVISED ON AUGUST 21,2020) (NEH ISSUED ON SEPTEMBER J0,2020) O M-203-11 SUPERELEVATION CROWNED AND 10 12 O M-606-15 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 • S-614-1 GROUND SIGN PLACEMENT (2 SHEETS) 187-188 DIVIDED HIGHWAYS (3 SHEETS) (11 SHEETS) (REVISED ON MARCH 5,2020) O M-203-12 SUPERELEVATION STREETS (2 SHEETS) 13-14 O S 614 2 CLASS I SIGNS 189 O M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 O S-614-3 CLASS II SIGNS 190 O M-206-1 EXCAVATION AND BACKFILL FOR STRUCTURES 15-16 O M-607-2 CHAIN LINK FENCE (3 SHEETS) 119-121 (2 SHEETS) O S-614-4 CLASS III SIGNS (3 SHEETS) 191-193 O M-206-2 EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS).... 17-18 O M 607 3 BARRIER FENCE 122 O S-614-5 BREAK-AWAY SIGN SUPPORT DETAILS 194-195 M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 O M-607-4 DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS) 123 127 FOR CLASS III SIGNS (2 SHEETS) (REVISED ON ✓ULY 13,2020) O S-614-6 CONCRETE FOOTINGS AND SIGN ISLANDS 196-197 O M 210 1 MAILBOX SUPPORTS (2 SHEETS) 30-31 O M-607-10 PICKET SNOW FENCE 128 FOR CLASS III SIGNS (2 SHEETS) O M 214 1 NURSERY STOCK DETAILS 32 O M-607-15 ROAD CLOSURE GATE (9 SHEETS) 129-137 O S-614-8 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) 198-204 O M-216-1 SOIL RETENTION COVERING (2 SHEETS) 33-34 • M 608 1 CURB RAMPS (10 SHEETS) 138-147 (REVISED ON DECEMBER 31,2020) O M-412-1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 S 614 0 PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS).205 206 MI M-609-1 CURBS, GUTTERS,AND SIDEWALKS (4 SHEETS) 148-151 (SUPERSEDED ON ✓ANUARY 23,2020 BY S-614-45) O M-412-2 CONCRETE PAVEMENT CRACK REPAIR (4 SHEETS) O M-611-1 CATTLE GUARD (2 SHEETS) 152-153 (NE{Y,ISSUED ON OCTOBER 4 2019) O S-614-10 MARKER ASSEMBLY INSTALLATIONS 207 O M-510-1 STRUCTURAL PLATE PIPE H-20 LOADING 40 O M-611-2 DEER GUARD (2 SHEETS) 154-155 O S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 O M-601-1 SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 41-42 O M 614 1 RUMBLE STRIPS (3 SHEETS) 156 158 O S-614-12 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 (2 SHEETS) O M-614-2 SAND BARREL ARRAYS (2 SHEETS) 159-160 O S-614-14 FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS). 211-214 O M-601-2 DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 43-44 O M-615-1 EMBANKMENT PROTECTOR TYPE 3 161 O S-614-20 TYPICAL POLE MOUNT SIGN INSTALLATIONS 215 (2 SHEETS) O M-615-2 EMBANKMENT PROTECTOR TYPE 5 162 S 614 21 CONCRETE BARRIER SIGN POST INSTALLATIONS 216-217 O M-601-3 TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE) 45-46 O (2 SHEETS) M-616-1 INVERTED SIPHON 163 (2 SHEETS) (REVISED ON SEPTEMBER 21,2020) O M 601 10 HEADWALL FOR PIPES 47 O M-620-1 FIELD LABORATORY CLASS 1 164 O S-614-22 TYPICAL MULTI-SIGN INSTALLATIONS 218 O M 601 11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 O M-620-2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 O S-614-40 TYPICAL TRAFFIC SIGNAL 30'-75'DOUBLE MAST ARMS 219-223 O M-620-11 FIELD OFFICE CLASS 1 167 65'-75'SINGLE MAST ARMS (5 SHEETS) O M-601-12 HEADWALLS AND PIPE OUTLET PAVING 49 O S-614-40A ALTERNATIVE TRAFFIC SIGNAL 224-227 O M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) ... 50-51 O M 620 12 FIELD OFFICE CLASS 2 168 25'-55'SINGLE MAST ARMS (4 SHEETS) � M-603-1 METAL PIPE (4 SHEETS) 52-55 O M-629-1 SURVEY MONUMENTS (2 SHEETS) 169-170 O S-614-41 TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240 O M-603-2 REINFORCED CONCRETE PIPE 56 / O S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) 241-244 O M-603-3 PRECAST CONCRETE BOX CULVERT 57 I S-614-43 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 245-252 (REVISED ON SEPTEMBER 10,2020) C O L O R AD O (8 SHEETS) O M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294) 58 DEPARTMENT OF TRANSPORTATION O S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) 253-254 AND POLYPROPYLENE PIPE (AASHTO M330) O S-614-45 PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (6 SHEETS) O M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) 59 M&S STANDARDS PLANS LIST (REVISED ON DECEMBER 4 2020) O M-603-6 STEEL REINFORCED POLYETHYLENE 60 O S-614-50 STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) 255-266 RIBBED PIPE (AASHTO MP 20) July 31, 2019 O S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 267-280 O M-603-10 CONCRETE AND METAL END SECTIONS 61 S-627-1 PAVEMENT MARKINGS (9 SHEETS) 281-289 O M-603-12 TRAVERSABLE END SECTIONS AND SAFETY GRATES 62-64 (REVISED ON FEBRUARY 16,20211 (3 SHEETS) Revised on February 16' 2021 O S-630-1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 290-313 O M-604-10 INLET, TYPE C 65 (24 SHEETS) O M-604-11 INLET, TYPE D 66 _ O S-630-2 BARRICADES, DRUMS,CONCRETE BARRIERS (TEMP) 314 IN AND VERTICAL PANELS M-604 12 CURB INLET TYPE R (2 SHEETS) 67 68 ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED O S-630-3 FLASHING BEACON (PORTABLE) DETAILS 315 O M 604 13 CONCRETE INLET TYPE 13 69 AND REVISED, APPLY TO THIS PROJECT WHEN USED O S-630-4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 316-317 O M-604-20 MANHOLES (3 SHEETS) 70-72 BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. DETAILS (2 SHEETS) O M-604-25 VANE GRATE INLET (5 SHEETS) 73-77 O S-630-5 PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 318-319 O M-605-1 SUBSURFACE DRAINS 78 O S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY) 320 THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE O S-630-7 ROLLING ROADBLOCKS FOR TRAFFIC CONTROL 321-323 INDICATED BY A MARKED BOX - , AND WILL BE ATTACHED TO THE (3 SHEETS) PLANS. ALL THE OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_COVER_PH2 07/05/21 30% DESIGN PLAN SET A- Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - No Revisions: — CDOT M&S STANDARD PLAN LIST SRT M405-023 SANDERSON M SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK R K Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry ers Ste 201 KERRY HILDRESS P.E. C) - - - - Detailer: - FWest u Street,tdo 80521 (970) 773-7731 — COLORADO Void: - Sheet Number 2 Enduring Community DesignO - - _ Sheet Subset: STD PLANS Subset Sheet: 1 OF 1 50 GENERAL NOTES: GENERAL NOTES (CONT'D): GENERAL NOTES (CONT'D): 1. IT IS ESTIMATED THAT 5 HOURS OF POT HOLING WILL BE REQUIRED ON THIS 10. THE SULFATE EXPOSURE FOR THIS PROJECT IS CLASS 0. CONCRETE SHALL PROJECT. CONFORM TO CEMENTITOUS MATERIALS REQUIREMENT CLASS 0. 21. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 2. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER 11. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPROPRIATE OSHA AT ALL TIME. AREAS AND FACILITIES SUBJECT TO FLOODING, REGARDLESS OF THE REGULATIONS AND STANDARDS INCLUDING, BUT NOT LIMITED TO, 29 CFR PART 22. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL SOURCE OF WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST 1926, OSHA STANDARDS-EXCAVATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON TO THE TOWN. DESIGN OF SLOPING AND BENCHING FOR PROTECTION OF EMPLOYEES IN THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, 3. EMBANKMENT MATERIAL SHALL HAVE A RESISTANCE VALUE OF AT LEAST 40 WHEN EXCAVATIONS PLUS METHODS FOR PHYSICAL PROTECTION FOR FALL PROTECTION. UNLESS SPECIFICALLY NOTED OTHERWISE. TESTED BY THE HVEEM STABILOMETER. 12. CONTRACTOR SHALL NOTIFY OWNERS OF PRIVATE PROPERTY 48 HOURS IN ADVANCE 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS 4. RELOCATION OF EXISTING UTILITIES IS NOT PART OF THIS CONTRACT EXCEPT AS OF ANY POSSIBLE UTILITY DISTURBANCE. IT IS THE RESPONSIBILITY OF THE SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION CONTRACTOR TO COORDINATE ANY INTERFERENCE AT THE DISCRETION OF THE MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD OF UTILITY RELOCATIONS BY UTILITY COMPANIES IN HOW IT IMPACTS THE WORK AFFECTED PROPERTY OWNER. (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS SCHEDULE AND WORK PROGRESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE TOWN AND IT'S 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS FROM ENGINEER HARMLESS FOR DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO DAMAGE DURING CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY THE 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ADEQUATELY PROTECT EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THAT ARE NOT DESIGNATED FOR RELOCATION, SHALL BE RESET AT ON A SET OR RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE AND CONTRACTOR TO SCHEDULE UTILITY ADJUSTMENTS TO ELIMINATE CONFLICT WITH THE CONTRACTOR'S EXPENSE. THE CONTRACTOR AND ENGINEER SHALL NOTE AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. THIS INFORMATION PROGRESS OF THE WORK. THESE MONUMENTS IN THE FIELD PRIOR TO CONSTRUCTION. SHALL BE PROVIDED TO PROJECT MANAGER UPON COMPLETION OF THE PROJECT. 5. UTILITIES 14. OVERHEAD POWER AND TELEPHONE LINES ARE SHOWN ON THE DRAWINGS. THE TRAFFIC CONTROL NOTES: WATER TOWN OF ESTES PARK WATER DIVISION, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING OVERHEAD UTILITIES LOCATIONS CHRIS ESHELMAN, 970-577-3630 AND TAKING NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE WITH OVERHEAD 1. NO WORK MAY COMMENCE WITHIN ANY IMPROVED PUBLIC RIGHT-OF-WAY UNTIL A LINES PRIOR TO AND DURING CONSTRUCTION. RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN SANITARY SEWER ESTES PARK SANITATION DISTRICT, 15. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN ACCORDANCE WITH MUTCD, TO THE TOWN OF ESTES FOR APPROVAL PRIOR TO ANY JIM DUELL, 970-586-2866 BASED ON THE BEST AVAILABLE INFORMATION. CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC UPPER THOMPSON SANITATION DISTRICT, CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. MATT ALLEN, 970-586-4544 16. EXISTING UTILITIES: KNOWN SEWER, WATER MAINS, GAS MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND STRUCTURES ARE SHOWN 2, ALL TRAFFIC CONTROL SIGNAGE AND DESIGNATION SHALL BE IN ACCORDANCE WITH ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE THE CDOT M&S STANDARDS AND MUTCD. IT IS ANTICIPATED THAT CASE #'S 17, ELECTRIC TOWN OF ESTES PARK POWER & AVAILABLE TO OR DISCOVERED BY THE ENGINEER. THERE IS EXPECTED TO BE 20, 24 & 33 WILL BE REQUIRED. COMMUNICATIONS DIVISION, DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITY OF UTILITIES AND TYLER BOLES, 970-577-3607 STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE. THE 3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTIES AT ALL TIMES CONTRACTOR WILL MAKE THE INVESTIGATION DEEMED NECESSARY TO VERIFY THE DURING CONSTRUCTION. FIBER/TELECOM TRAILBLAZER BROADBAND, CORRECTNESS AND EXTENT OF THE UTILITIES. THE CONTRACTOR SHALL, AHEAD OF JOE LOCKHART, 970-577-3613 EXCAVATION, LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES SO THEY WILL 4. REMOVAL AND REPLACEMENT OF ALL STREET SIGNS, MAIL AND NEWSPAPER BOXES, NOT BE ACCIDENTALLY DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL DELINEATORS, OTHER MISCELLANEOUS SIGNS IS INCIDENTAL TO THE WORK. CENTURYLINK, ASSUME FULL RESPONSIBILITY AND LIABILITY FOR ANY DAMAGE TO UNDERGROUND DELINEATORS ARE NOT SHOWN ON THE PLANS, BUT MUST BE REPLACED AFTER JUSTIN WALLACE, 970-381-8449 UTILITIES AND STRUCTURES. SEWER SERVICES HAVE NOT BEEN FIELD LOCATED. CONSTRUCTION OF THE PROJECT. TDS, 17. CONTRACTOR SHALL COORDINATE OPERATIONS WITH THE ENGINEER AND OWNER 48 5. ALL SIGNS SHALL BE STORED IN A SAFE LOCATION AND REINSTALLED. RANDALL LOPEZ, 435-705-6006 HOURS IN ADVANCE OF ABANDONMENT OF ANY EXISTING UTILITIES. 6. THE CONTRACTOR SHALL COORDINATE WITH EMERGENCY ASSISTANCE AGENCIES TO 18. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS ENSURE THAT EMERGENCY VEHICLES ARE NOT HINDERED DURING CONSTRUCTION. GAS XCEL ENERGY, SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CONTRACTOR TO COORDINATE THRU DISPATCH 971-586-4000. JODY HUTCHINSON, 970-225-7834 TOWN OF ESTES PARK STANDARDS INCLUDING BUT NOT LIMITED TO - THE TOWN OF ESTES RIGHT-OF-WAY PERMIT APPLICATION AND CONSTRUCTION GUIDELINES 6. CONTRACTOR SHALL CLEAN DEBRIS FROM EXISTING CULVERTS BEFORE EXTENDING 7. CONTRACTOR SHALL BE ALLOWED NO MORE THAN 0 WORKING DAYS OF FULL ROAD CULVERTS. CULVERT CLEANING COST SHALL BE INCLUDED IN CULVERT EXTENSION AND THE TOWN OF ESTES POWER & COMMUNICATIONS OPERATIONAL MANUAL RULES CLOSURE OF GRAVES AVENUE. ANY ADDITIONAL FULL WIDTH CLOSURE MUST BE COST. AND REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE DONE USING FLAGGERS. THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY, ALL 7. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 19. THE CONTRACTOR SHALL HAVE, ON-SITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND 8. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL TREES LESS THAN 3 SPECIFICATIONS, A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED INCHES IN DIAMETER, LOGS, LIMBS, STUMPS, BRUSH, TRASH, ETC. TO AN OFFSITE FOR THE JOB, AND EASEMENTS. LOCATION. 20. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH 9. TRENCHES FIVE FEET OR OVER IN DEPTH SHALL BE EITHER SHORED OR TRENCH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR WALLS SHALL BE SLOPED TO THE APPLICABLE OSHA REGULATIONS. SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER (RYAN BARR, 719-205-6623) OR THE ENGINEER (SANDERSON STEWART, 970-893-1688) IMMEDIATELY. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code A Drawing File Name:20231_COVER_PH2 07/05/21 30% DESIGN PLAN SET - A GENERAL NOTES Orig. Scale: N/A Vert. Scale:N/A (-) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON STEWART 01 14 22 90% DESIGN PLAN SET - Lr Designer: VJG SANDERSON� CONTACT: �) / / E S T E S . PARK Revised: - 9 CDOT 23027 STEWART lir Engineers Surveyors KERRY HILDRESS P.E. - - - - 425 West Mulberry Street,Ste 201 (970) 773-773 �)1 COLORADO Detailer: Enduring Community Design Fort Collins,Colorado 80521 = - - _ Void: - Sheet Subset: GEN NOTES Subset Sheet: 1 OF 2 Sheet Number 3 51 PAVING NOTES: EROSION CONTROL NOTES: MIGRATORY BIRD TREATY ACT (MBTA)L 1. EXISTING ASPHALT REMOVAL: ALL EXISTING ASPHALT (INCLUDING MILLED) 1. PERMANENT AND TEMPORARY EROSION CONTROL FEATURES MAY BE 1. TREE TRIMMING/REMOVAL SHALL BE DELIVERED TO THE TOWN'S STOCKPILES. ADJUSTED BY THE ENGINEER TO REDUCE THE ENVIRONMENTAL IMPACT. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS 2. DEPTH OF MOISTURE—DENSITY CONTROL FOR THIS PROJECT SHALL BE AS 2. ALL AREAS OF THE PROJECT THAT ARE DISTURBED DURING CONSTRUCTION BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN DO, MOST NESTING FOLLOWS: AND DO NOT RECEIVE A PERMANENT ASPHALT OR CONCRETE COVERING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUUSTST 3 311. HOWEVER, SINCE SHALL BE LANDSCAPED. THIS SHALL INCLUDE FURNISHING AND DISTRIBUTING SOME BIRDS NEST AS EARLY AS FEBRUARY, A NESTING BIRD SURVEY SHALL BE FULL DEPTH OF ALL EMBANKMENTS ADEQUATE TOPSOIL, SEEDING, AND FERTILIZING AS SPECIFIED IN THE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BASES OF CUTS AND FILLS 0.5 FEET CONTRACT DOCUMENTS TO RESTORE THE DISTURBED AREA TO A CONDITION BEGIN. EQUAL TO THAT PRIOR TO CONSTRUCTION. DISTURBED PARKING AREAS AND 2. BRIDGE/BOX CULVERT WORK 3. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL DRIVEWAYS SHALL BE RESTORED. BE CONSIDERED SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID BRIDGE OR BOX CULVERT WORK THAT MAY DISTURB NESTING BIRDS SHALL BE SEPARATELY. COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. NO 3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF BRIDGE OR BOX CULVERT WORK MAY TAKE PLACE BETWEEN APRIL 1 AND AUGUST 31. 4. FOR PRELIMINARY PLAN QUANTITIES OF PAVEMENT MATERIALS, THE THE CONSTRUCTION AND AT THE AREAS WITH DISTURBED SOIL, ON OR IF WORK ACTIVITIES ARE PLANNED BETWEEN THESE DATES, NESTS SHALL BE REMOVED FOLLOWING RATES OF APPLICATION WERE USED: OFF—SITE, PRIOR TO ANY OTHER GROUND—DISTURBING ACTIVITY. ALL EROSION (BEFORE NESTING BEGINS) AND APPROPRIATE MEASURES TAKEN TO ASSURE NO NEW CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE NESTS ARE CONSTRUCTED. FAILURE TO REMOVE AND KEEP NESTS FROM BECOMING TACK COAT EMULSIFIED ASPHALT (SLOW SETTING) .10 GALS./SQ. YD. CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREA IS ESTABLISHED MAY POSTPONE PROJECT CONSTRUCTION. (DILUTED) STABILIZED WITH HARD SURFACE OR LANDSCAPING. TO MITIGATE EROSION, BITUMINOUS PAVEMENT 110 LBS./SQ. YD./INCH THE CONTRACTOR SHALL USE STANDARD EROSION CONTROL TECHNIQUES 3. CLEARING/GRUBBING ACTIVITIES DESCRIBED IN "A GUIDE FOR EROSION AND SEDIMENT CONTROL IN URBANIZED AGGREGATE BASE COURSE (CLASS 6) 133 LBS./CU. FT. AREAS OF COLORADO" AS PUBLISHED BY THE NATURAL RESOURCES CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS CONSERVATION SERVICE, U.S. DEPT. OF AGRICULTURE, OR PER THE PROJECT SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE 5. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART MANAGERS DIRECTION. FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31, EMULSIFIED ASPHALT AND 1 PART WATER. RATES OF APPLICATION SHALL BE VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. OR LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR 4. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS TRIMMED, APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE 6. A TACK COAT IS REQUIRED PRIOR TO THE PLACEMENT OF SUBSEQUENT LIFTS SHALLES BE AS ORDERED. COST FOR DUST PALLIATIVE WILL NOT INB IMPLEMENTED TO ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. MEASURED OR PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. OF HBP. THE COST OF THE TACK COAT SHALL BE INCLUDED IN THE COST OF FAILURE TO MAINTAIN VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE H.B.P. (GR. S). PROJECT CONSTRUCTION. 4. BIRDS OF PREY 7. BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE PRESENT ROADWAY AS DIRECTED. CLEANING WILL NOT BE PAID FOR FOR BIRDS OF PREY THAT COULD POTENTIALLY NEST NEAR THE PROJECT SITE, PLEASE SEPARATELY BUT SHALL BE INCIDENTAL TO THE HBP. CONTACT THE LOCAL AGENCY'S CONSULTANT BIOLOGIST AND/OR REFER TO THE COLORADO PARKS AND WILDLIFE'S "RECOMMENDED BUFFER ZONES AND SEASONAL 8. A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH WILL BE REQUIRED WITH RESTRICTIONS FOR COLORADO RAPTORS" GUIDELINES AVAILABLE AT COLORADO PARKS EACH BITUMINOUS PAVER. THIS DEVICE SHALL BE USED ON EACH PASS AND ABBREVIATIONS AND WILDLIFE DISTRICT OFFICES. LIFT OF BITUMINOUS PAVEMENT PLACED. AC=FINISHED GRADE AT ASPHALT PC=POINT OF CURVATURE LINETYPES 9. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING BC=FINISHED GRADE AT BUILDING CORNER PI=POINT OF INTERSECTION LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE EXISTING PROPOSED BRK=GRADE BREAK POC=POINT ON CURVE SUCCEEDING LAYER IS PLACED. BFV=BUTTERFLY VALVE PRC=POINT OF REVERSE CURVE EASEMENT LINE 1• STORM DRAIN 10. PRIOR TO PLACEMENT OF ASPHALT, CONTRACTOR SHALL PROOF ROLL BVC=BEGIN VERTICAL CURVE PT=POINT OF TANGENCY RIGHT OF WAY LINE CURB AND GUTTER SUBGRADE. CS=CURB STOP PVI=POINT OF VERTICAL INTERSECTION MAJOR CONTOUR EDGE OF ASPHALT SYMBOLS EA=FINISHED GRADE AT EDGE OF ASPHALT RED=REDUCER MINOR CONTOUR EDGE OF GRAVEL EC=FINISHED GRADE AT EDGE OF CONCRETE RT=RIGHT EDGE OF ASPHALT 3157 CONTOUR 04 SANITARY MANHOLE X STEEL POST EVC=END VERTICAL CURVE SD=STORM DRAIN OVERHEAD ELECTRIC LINE I I DEMO AREA rg. GAS MARKER 0= T-POST EW=FINISHED GRADE AT EDGE OF WALK SDI=STORM DRAIN INLET ELECTRIC LOCATE I I PROPOSED ASPHALT CC CURB CUT ( WOOD POST EX=APPROXIMATE EXISTING ELEVATION SDMH=STORM DRAIN MANHOLE FENCE - .. , X I _ • ' ,•'.• • '' • • ••I PROPOSED CONCRETE O MAILBOX DECIDUOUS TREE FL=FINISHED GRADE AT FLOWLINE SRVC=SERVICE -0- CHAIN LINK FENCE ® FIBER OPTIC VAULT ir0 CONIFEROUS TREE FT=FEET SS=SANITARY SEWER I' I PROPOSED GRAVEL FIBER OPTIC LOCATE O TELEPHONE PEDESTAL ® LANDSCAPE ROCK FG=FINISHED GRADE SSMH=SANITARY SEWER MANHOLE FLOW LINE ® VALVE BOX . HANDICAP RAMP GR=EXISTING GRADE AT GROUND TC=FINISHED GRADE AT TOP BACK OF CURB GAS LOCATE ELECTRIC VAULT FENCE GATE GV=GATE VALVE TW=FINISHED GRADE AT TOP OF WALL I I EDGE OF GRAVEL ® ELECTRIC BOX I EXISTING SIGN I PROPOSED SIGN HP=HIGH POINT WTR= WATER PIPE GUY WIRE • FOUND MONUMENT AS DESCRIBED LF=LINEAL FOOT (TYP.)=TYPICAL SANITARY LINE LT=LEFT 0 POWER POLE Q CONTROL POINT WATER LOCATE Oh 0:1KEYNOTE CALL OUT ELECTRIC TRANSFORMER _ Tuir (SEE KEYNOTE LEGEND) I a a,,I EXISTING CONCRETE IXI WATER VALVE Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_COVER_PH2 07/05/21 30% DESIGN PLAN SET — GENERAL NOTES & Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: E S T E S �.� P A R K Revised: — CDOT 23027 STEWART 425 Mulberry 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Ft West Mulb rry Street, ,Stee1 (970) 773-7731 — COLORADO Void: — Sheet Number 4 Enduring Community Design ( ) — — Sheet Subset: GEN NOTES Subset Sheet: 2 OF 2 52 SUMMARY OF APPROXIMATE QUANTITIES 504-08255 MASONRY LANDSCAPE WALL(DRY STACK) SF 235 ROADWAY 603-10240 24 INCH CORRUGATED STEEL PIPE LF 8 CDOT ITEM DISCRIPTION UNIT 603-30024 24 INCH STEEL END SECTION EACH 1 ITEM NO. PLAN AS CONST. INLET SPECIAL(TRENCH DRAIN)(24 INCH 604-19724 WIDTH)(LCUASS DETAIL 709) LF 86 201-00000 CLEARING AND GRUBBING LS 1 202-00200 REMOVAL OF SIDEWALK SY 89 608-00006 CONCRETE SIDEWALK(6 INCH) SY 872 202-00202 REMOVAL OF GUTTER LF 308 608-00010 CONCRETE CURB RAMP SY 22 202-00203 REMOVAL OF CURB AND GUTTER LF 64 608-00015 DETECTABLE WARNING PLATE SF 24 202-00220 REMOVAL OF ASPHALT MAT SY 1196 609-21020 CURB AND GUTTER TYPE 2(SECTION II-B) LF 1159 202-00250 REMOVAL OF PAVEMENT MARKINGS SF 496 202-00251 REMOVAL OF PAVEMENT MARKINGS SF 545 614-00011 SIGN PANEL(CLASS I)(1 SIGN) SF 7 (ASPHALT GROOVING) 614-00216 STEEL SIGN POST(2X2 INCH TUBING) LF 9 202-00810 REMOVAL OF GROUND SIGN EACH 1 614-00218 STEEL SIGN POST(2.25X2.25 INCH TUBING LF 3 202-05026 SAWING ASPHALT MATERIAL(6 INCH) LF 1356 _ 625-00000 CONSTRUCTION SURVEYING LS 1 203-00000 UNCLASSIFIED EXCAVATION CY 268 203-00060 EMBANKMENT MATERIAL(COMPLETE IN CY 5 626-00000 MOBILIZATION LS 1 PLACE) 203-00210 BORROW(COMPLETE IN PLACE) CY 123 627-00004 EPDXY PAVEMENT MARKING SF 32 203-01500 BLADING HOUR 10 627-30410 PREFORMED THERMOPLASTIC MARKING SF 132 203-01550 DOZING HOUR 10 630-00016 TRAFFIC CONTROL(SPECIAL)LS LS 1 207-00106 SWEEPING(SEDIMENT REMOVAL) HOUR 20 207-00107 REMOVAL OF TRASH HOUR 20 _ 700-70380 F/A EROSION CONTROL FA 1 207-00205 TOPSOIL CY 66 207-00210 STOCKPILE TOPSOIL CY 66 207-00207 EROSION CONTROL MANAGEMENT(ECM) DAY 30 208-00002 EROSION LOG TYPE 1 (12 INCH) LF 100 208-00002 AGGREGATE BAG LF 25 208-00020 SILT FENCE LF 600 208-00045 CONCRETE WASHOUT STRUCTURE EACH 1 210-04010 ADJUST MANHOLE EACH 2 210-04050 ADJUST VALVE BOX EACH 3 212-00006 SEEDING(NATIVE) ACRE 0.5 213-00002 MULCH(WEED FREE HAY) ACRE 0.5 213-00061 MULCH TACKIFIER LB 3 304-06004 AGGREGATE BASE COURSE(CLASS 6) _CY 76 306-01000 RECONDITIONING SUBGRADE SY 1579 403-00720 HOT MIX ASPHALT(PATCHING) TON 112 412-00800 CONCRETE PAVEMENT(8 INCH) SY 297 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_COVER_PH2 07/05/21 30% DESIGN PLAN SET — SUMMARY OF APPROXIMATE QUANTITIES Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: ESTES * PARK Revised: — CDOT 23027 ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Fort Collins,Colorado Bos —(970) 773-7731 COLORADO Void: — Sheet Number 5 Enduring Community Design ( ) — — Sheet Subset: SAQ Subset Sheet: 1 OF 1 53 \ 1181 GRAVES AVENUE �� EXISTING 10.00' UTILITY EASEMENT \\ \ EXISTING BLOCK WALL OWNER: O'REILLY ENTERPRISES, LLC REC. NO. 85024471 \\\\\\ \\ — — — — - — — — — _ \ T \ ;/i LOT 1 011 V44.........4. \- x\/I t t��/ \ \ - - - — - - _ y y _ — _— y _ _ _ __ \ DEVILLE/ _ i — 1 - /f \ * �q EXISTING L NDSCAPE / EXISTING 10.00' UTILITY A/SEMENT \ \ ' .. � � � / , 4 TIMBER ► EXISTING L NDSCAPE ROCK / / REC. NO. 366 / t . 1 " OUND #4 REAR '_ ��� \ WITH YPc \ \ \ \ \ GRAVES AVENUE \ — '6\ 41 it.. EXISTING RECTANGULAR \ \� \ \ (50' ROW) �� \ �.,,. 'v^` RAPID FLASH BEN `�. \\ \ 's �s8s !�' ' \ems \s� \Sys \,S9p s`q� ,`592, ,-4111111r. `S9jN 9°\ \\ — Os 0 -A.' 1r zor 0..7_ , \ , , , , ,, , \ \ , , , , —.......mrANFAIIPrAirgrAr A..2„:11k.nt., S .r4o, v • ii7, Tor. 2G \ ` ` / ` - - T / \ � �i. \ _ —EXISTING LANDSCAPE _- — — — �� \ 4 T `tea -- AA,� \ 7593 — -TIMBER — — — —_ — — ice\ \ �� ' �1 �� / EXISTING 'NO VEHICLES \ �0 T I L — —7594— — — — — — — — — — — / ��\ i I SIGN \ \ \ - \ 600 ST. VRAIN l!E — — — — — =r1 1 I \ 1 \ �4 6YViF MULTIPLE P _TIES — _ _ -t \ y q EXISTING LANDS APE /���•\ VIN\ 2��\\ \//% /" I \\\ g6 / �/ 1 CO \ / \ � \ o \ TI BEf� ,� \ l` / ti ��5 — — — — — Ss/ �� I \ • ► \ \/ ` ` �' ��� X4STIt�G WOODEN-SIGN ` - � 1 I I .....\7:77' '4,1' C,^ — I ASPENWOOD I �� �i I A, / PROFESSIONAL CONDOMINIUMS "EXISTING 10.00' UTILITY EASEMENT �. \ ' - \ � ��o REC. NO. 20050011972 SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��, 10 0 10 20 HORIZONTAL SCALE: 1"=20' HORIZONTAL DATUM: NORTH MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. DEMOLITION QUANTITIES: 1. STRIPING A. 1900 LF WHITE SHOULDER AND PARKING STRIPING 2. CONCRETE-3100 SF 3. ASPHALT-1140 SY 4. ASPHALT SAWCUT-1200 LF NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231 EXIS11NGJDROD_PH2 07/05/21 30% DESIGN PLAN SET Orig. - Scale: N A Vert. Scale:N/A A - EXISTING CONDITIONS AND DEMOLITION PLAN / / _( ) 10/28/21 60% DESIGN PLAN SETNo Revisions: - SRT M405-023 SANDERSON A SANDERSON STEWART �) 01/14/22 90% DESIGN PLAN SET - E S T E S [P . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. () - - - - Detailer: - Fort Collins,Colorado 80521 (970� 773-7731 — COLORADO Void: - Sheet Number 6 Enduring Community Design0 - - _ Sheet Subset: EX. & DEMO Subset Sheet: 1 OF4 54 EXISTING SHRUBS cn I 1_ I 1191-1203 GRAVES AVENUE LOT 10 \ f 1221 GRAVES AVENUE LOT 11 yL — J I OWNER: MULTIPLE PARTIES — _ I DEVILLE _ OWNER: SCOTT MILLER DEVILLE EXISTING KEYPAD \ \\\ �\\\ \\ \ `�j j w — I 1 e_. ________J-- < / 1 \I — --- ___, ------- ---- — — __ _ — — — — — — — _ ---(- \ ._ I 13 I -- ----- __- r I- - - _ ___ , , P _ T ` ---� _ — _ ,` _ EXISTING �s8j� �' \ EXISTING 5.00' DRAINAGE EASEMENT N 82N \'s N \ N YS:a SCHOOL ZONE REC. NO. 20060605719 GRAVES AVEN N\ N \ s> �S+GN _ (50' ROW) N \\ EXISTING SSMH 1930 \ \\ BLOCKI WALL STING \�— FO ND #4 REBAR N \\ l N\ or EX ST N I.I , RIM=7585.97 \ WITHI OPC LS 26974 \ I \\ ANDSC' ' w w . ,,if IA,_._TA,wAw:' 4 _ WAI EA MI rA IA WA egrj W4(I FA ri MI a Fr Er4 F.A VA /./ ,_,.... .1.i�'` �iiri;/�iii. . iiiii��wi/r�.�_iii��� ,i RIAII�� ��// �,wA - /r � , �.roll Amo- ���� ,� in s Y _�i7 i�iiii �'�t _ IMAM T T — ,1, EXISTING ® / ( OUTLO�JA \ /` FOUND # REAR / c I i c �= WITH OPC LS 289�1=' Cr P �� EaCISfING LANDSCAPE CONDOMR UGMS q \ e 2\, , /_ —7 \�sD J I ONE-7sss —TIMBER > ' CHASE EXISTING / �1 �— _ = SIGN STONE RIDGE CONDOS „�"- EXISTING y — 7587- — ° — I QWNER: dAME�S ARVIDSON \ \ o — — N I ///I " r 1 —7588g — — I; �� EXISTING \ I .> EXISTI G I I I ONE STORY ` I \ 1REC. NO.L20060005719ITY ASEMENI�— 1 \\ 9` 10.00' UTILITY ONE STORY EXISTING I COMMERCIAL COMMERCIAL \ \ \ EASEMENT 2 CHASE 1180 GRAVES AVENUE 1 \ 11 i N \ REC.200600�50719 N LOT 34B OWNER: GRAVES AVENUE PLAZA, LLC \tI AMENDED PLAT OF LOT 34A MANFORD ADDITION AND LOT 34A BONNIE BRAE ADDITION OF THE AMENDED EXISTING 15.00' UTILITY EASEMENT PLAT OF A PORTION OF LOT 34 MANFORD ADDITION REC Nn 20060005719 AND A PORTION OF LOT 34 BONNIE BRAE ADDITION I iidlik to 0 10 20 SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION `�, HORIZONTAL SCALE: 1"=20 HORIZONTAL DATUM: NORTH MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. DEMOLITION QUANTITIES: I. STRIPING A. 1900 LF WHITE SHOULDER AND PARKING STRIPING 2. CONCRETE-3100 SF 3. ASPHALT-1140 SY 4. ASPHALT SAWCUT-1200 LF NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. —Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_EXIS1ING_PROD.PH2 07/05/21 30% DESIGN PLAN SET — . EXISTING CONDITIONS AND DEMOLITION PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON" SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — ' Detwiler: — Ft u e1 (970) 773-77S1 — COLORADO Void: — Sheet Number 7 Enduring Community Design ( ) — — Sheet Subset: EX. & DEMO Subset Sheet: 2 OF 4 55 EXISTING 10.00' UTILITY EASEMENT EXISTING MAILBOXES TO 15�° / I \� t \ \ \ - - REC—PFO. 366� BE REMOVED AND —- \ ' // // 1 \\\ \ \ \ \ \ -- — - — _7573— — RELOCATED — \ / 1-&10 MANFORD AVENUE — — — — — _ \\\ \ OWNER? ESTES PARK USING — _ 7564— — � ? — k0T 1� - - -7576�s7s- - - - - D-WODUSTOGIC DIVE \ ��5 \ \ \ I AUTHORITY \ - - - - \ - -- - - - - - \ % WDEVfttE —7577— — —_ — — — — �WNER:-1NSECF—STOW&'43, C� `. � \ \ FOUND #4 iREBAR — // \�s>o ® — �/ — \ \ \ \\ /A��ti \ \ WITH OPC LS 379�6 — _ — \� _. - I I I I II I I c EXISTIi CONDUIT /1 - - =� \ \ \, N-\ \ \\ _ W � � _ _ _ w G -- _ _ _ G / \ w G w- wG ✓ 9\ OHP / // OHP — HP 1 / OHP \ \\cJ� = — \ \ _� \L — 0 —� / / ® ` �OHP= —OFIF r�ua OHP — — } \ N N \\ \\— N N \\ ,N\ \.\ \\ \ \\ \\ \ \ \ \\ \\ \ _ N \ \ GQ\ UIT \� - \ \ - \°' RAVES AVENUE N \ \ o o \ \ o\ r aP (50r RAW) N N EXIStNG 24" CMP Afv EXISTING N ,� FOUND #4 REBAI \ j No n FL=7567.64 PED AHEAD 36, ss, /' , �i'J WITH BROKEN PCI \ I / \ SIGN — \ III , �VAWAW M// J71V — Arr Z 74,r \ — //J //�///r./�// j1,41/=ifgw--��is."i �iiC��/J`��t'�_ —= /�r�...as'�l ..i .� — X\ +•.i //%����//�i! —/�i�'i//����//���7��/��`�"����,� "1! mil 11 I " i \ J N / I \ LOT 32 \ A__ TWO STORY FRAME \ EXISTING MANFORD\ADDITION \ EXISTING I E 1 J -\,\ LOT 1 / \ - `� ���, y DIRT COVERING MULTI UNIT RESIDENCE I STONE\RIDGE \ 12" CMP r + \ EPOC SUBDIVISION' : ASPHALT CONDOMINIUMS FL-7569.21 o \hJ v STONE RIDGE CONDOS I "Si�'''ib 1 "di EXISTING OWNER: JAMES ARVIDSON \ A _ ��� , 16.00' ROW RESERVATION \ \\\ E'ISTING \ 1302 GRAVES AVENUE \ I \ B1706 P128 1260 GRAVES AVENUE \30' X 30' LIFT STATION EASEMENT— OWNER: ALLNUTT E�XISTNG 1 I \ — I \ REC. NO. 94071574 �' FUNERAL SERVICES. INC. SSMH 10951 RIM=7577.70 I / SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION AN, 10 0 10 20 HORIZONTAL DATUM: MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE Ali. HORIZONTAL SCALE: 1"=20' SCALE FACTOR 1.000401381(0.99959878) NORTH VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. DEMOLITION QUANTITIES: 1. STRIPING A. 1900 LF WHITE SHOULDER AND PARKING STRIPING 2. CONCRETE-3100SF 3. ASPHALT-1140 SY 4. ASPHALT SAWCUT-1200 LF NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_EXISTING_PROD_PH2 07/05/21 30% DESIGN PLAN SET - Scale: N A Vert. Scale:N/A A _ EXISTING CONDITIONS AND DEMOLITION PLAN Orig. / / _( ) 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SANDERSON ta SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Streetr Ste 201 KERRY HILDRESS P.E. () - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 8 Enduring Community Design 0 - - Sheet Subset: EX. & DEMO Subset Sheet: 3 OF 4 56 / I I I \ -- - \ � —7559- - - - - — L - - - - - 7561- - - - - - � ) - - - - - -I - - 7560- - - - - 7---: L � / �755 �310 MAl�1f�RD AVFNl1� —7561— — — - -7 sz-w — — — — I OWNED -ESTES PARK HOUSING — — — Z 7563 AtH9RITY VBJ — — —75s2— — — j i 4 � � ---- 1 _L • a _ � � � � - - - - - - - � � • E]YISfiN-G 559 i i i ! ! i i i irl i i i i i ! i i i i L i i ! i 11 i i i i i i i i i i i ii ii iiii _ i _SSM-H 10579 \! ! iii RIM=7 K.36 ; �ill", \ — — G Rutin op ip 1 — — — II � ii _ \ — � — _ �i■I —7561- - \ \ la::: 1._-:562— N ? s \\ EXISTING LANDSCAPE \ Sss� si,\ass; \�Ss.\ TIMBERS AND EXISTING 133O-GpAVES \\ EXISTING ALLNUTT SIGN LANDSCAPE ROCKGN ' , _ o Ar 1. _ . -401 . . ._iv .. / -_% A 14,„......... Ai r , _ , _ ___,., .. .: Ir11r mr ir � .. �_r / --.4. I V r i.... , Z 0 , etopio 00 "III i — _ 1 _ — — — —7570— 569\ 8� 'li�' A �v �— — ` ~ — _ _ -- - - - � /� - - - - . \ / \ EXISTING �� � � \ N. � — LOT 1 \ EPOC SUBDIVISION / EXISTING�\� \��� \ \ // \\ 10.00' UTILITY EASEMENT EPOC SUBDIVISION \ 75s5— — — REC. NO. 94071574 I V�� �v �'a� — 10.00' UTILITY EASEMEN I \ / \\\ EXISTING '`��_ �� REC. NO. 94071574 ,1� 1350 GRAVES AVENUE 1302 GRAVES AVEN \1 \ OWNER: JEFFREY CRONAill RIMSSMH 10428 765:20 OWNER: ALLNUTT I UNERAL SERVICES INC. ���! )/ �� �� I �� — V �. \ _ _ A o —7566— . I - - _ - - - M N \ I \ N ) ,, ,/\ I �. i HORIZONTAL DATUM: MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE SCALE FACTOR 1.000401381(0.99959878) VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON ELEVATION=7497.80(NAVD88 VERTICAL DATUM) SOUTH SIDE GRAVES AV E N U E�� 10 0 10 20 NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC SIDEWALK EXTENSION �, HORIZONTAL SCALE: 1"=20' 2. THIS IS RIGHTS OF WAY ANT A LANDSURVEY EASEMENT LINES ARE TO BE SURVEY REREDAT.ALL LOT APPROXIMATE.LINES, NORTH ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. DEMOLITION QUANTITIES: 1. STRIPING A. 1900 LF WHITE SHOULDER AND PARKING STRIPING 2. CONCRETE-3100 SF 3. ASPHALT-1140 SY 4. ASPHALT SAWCUT-1200 LF NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231 EXISTINGJDROD_PH2 07/05/21 30% DESIGN PLAN SET Orig. A- Scale: N A Vert. Scale:N/A A _ EXISTING CONDITIONS AND DEMOLITION PLAN / / ( ) 10/28/21 60% DESIGN PLAN SET No Revisions: — SRT M405-023 SANDERSON A SANDERSON STEWART ( ) 01/14/22 :0% DESIGN PLAN SET — E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: — . CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) — — — Detwiler: — FortCollins,Colorado80521 (970) 773-7731 — COLORADO Void: — Sheet Number9 Enduring Community Design 0 - - Sheet Subset: EX. & DEMO Subset Sheet: 4 OF 4 57 LOT 1 \ DEVILLE I w i\O * U \ \ 4 , ,..V mik° � ,, _� ‘i• ==--__ N _...- , C o VARIES GRAVES AVENUE (50' ROW) io.o' Atm — 01...m. 10.0' MIN. T 0 11.07111111111111.1 12+96.23 11.0' la10 50.44 PT VARIES 11.0' MIN. 11+98.75 PI 11+99.61 PI VARIES 11.0' MIN. �- ; 7.7T •' ik - IF----:---7----7-.---7.--.-. ,\> ••••+---. .• • ••• • 1-• • • • —PROPOSED 8' SIDEWALK. • � � 4 1/ql• �J •• • — ---,- _ _ 11+16.89 PI A , , . N 13 819.30 I �� \°'S. N\ ------ \� 38.31 ��� E 300�r47.73 /��; ,. • \\\\ , /\�� �/'/ ��1� \\\ / 38.3' I ;�; / ii: ,,AA4 W* \ \ ASPENWOOD \ ,� / \\ �� \\ PROFESSIONAL CONDOMINIUMS SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��� lO o 10 20 HORIZONTAL SCALE: 1"=20' NORTH SITE PLAN NOTES Q COOT NRD AND GUTTER TYPE 2 (SECTION IIB) ® ADA ACCESSIBLE RAMP ® PROPOSED MAILBOXES Q 12"WIDE RETAINING WALL WITH RAILING © L.C.U.A.S.S.'TYPE 2"DRIVEWAY APPROACH NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTON LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD_PH2 07/05/21 30% DESIGN PLAN SET — . GRAVES AVENUE SITE PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — rn No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK R K STEWART'', 425 West Mulberry Street,Ste zol KERRY HILDRESS P.E. ( ) — — — ' Detailer: — Fort Collins,Colorado 80521 (970� 773-77�1 — COLORADO Void: — Sheet Number 10 Enduring Community Design ( ) — — Sheet Subset: SITE Subset Sheet: 1 OF 4 58 LOT 10 DEVILLE LOT 11 DEVILLE \ \.1 J I I I i / \ p f N Cfrr J 4_ P I P G� P \ P P _� a P \ _ (n lc- - VARIES 10' MIN. VARIES 9.0' MIN. — 13+04.89 PT L 12+96.23 PCiq.' 15+78.38 PC jimadmorp13+08.60 PC 11.0' 14+79.45 PI 13+12.57 PT 6.0' 11.0, 15+69.13 PI lariaur '� 13+16.34 PI w -- Ahlir 6.0' - • �'•: _' _ it �/ ..r • • PRQPQSED. 8' SIL DEWALK �j • ':�POSE� 8 SID •. ..' .. • . • • ..� — h :� _. • • _ ROPOSED .8' SIDEWALK; ..II II .. . . . 1.0' I • • .. " �� i l :II II • >1----- T 1 1 N C'' to � P cc PROPOSED 24" SIDEWALK r I II //9lc r CHASE TO BE ADDED FOR \ OA:\_°-' . /)\ :: : Qj Q;) --,1\ EXISTING DETENTION POND PROPOSED RELOCATED OUTFACE "SCHOOL ZONE SIGN" ---------'\ LOT 34B AMENDED PLAT OF LOT 34A MANFORD ADDITION AND LOT 34A BONNIE BRAE ADDITION OF THE OUTLOT A AMENDED PLAT OF A PORTION OF LOT 34 MANFORD STONE RIDGE ADDITION AND A PORTION OF LOT 34 BONNIE BRAE CONDOMINIUMS o ADDITION LL didlijilik 10 0 10 20 SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION HORIZONTAL SCALE: 1"=20' NORM SITE PLAN NOTES Q COOT NRD AND GUTTER TYPE 2 (SECTION IIB) ® ADA ACCESSIBLE RAMP ® PROPOSED MAILBOXES Q 12"WIDE RETAINING WALL WITH RAILING © L.C.U.A.S.S.'TYPE 2"DRIVEWAY APPROACH NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTON LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD_PH2 07/05/21 30% DESIGN PLAN SET — A. GRAVES AVENUE SITE PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. C) — — — ' Detailer: — Fort Collins,Colorado 8osz1 I, 773-7731 — COLORADO Void: — Sheet Number 11 Enduring Community Design ( ) — — Sheet Subset: SITE Subset Sheet: 2 OF 4 59 I LOT 12 DEVILLE EXISTING 24" CMP TO BE EXTENDED FOR WALL w PENETRATION w z EXISTING FL=7567.64 z J :4.,\ LWPROPOSEDFLOF5 '■ ■ ■ ■ ■ ■ • ■ ■ ■ ■ ■ a ® ® EXTENSION = 7568.03 OHP Ilk OHP ® SN' G W G ■ W G W G ® OHV (0-9-IP nHP _OHP 1 A I A PROPOSED RELOCATED SEE PHASE 1 PLANS FOR 16+00.43 PI 16+05.44 PC FIRE HYDRANT 9'0 SIDEWALK IMPROVEMENTS I I 15+82.30 PT13, GRAVES AVENUE (50' ROW) cn� 11.0' 4111144 � 16+19.13 PT 6.0' E. ice,'—A— m, A\ " D • il •• `. • • ' . .24.0' �S.. • I --- I : "EPOS S D` ii.. . . • •• . • . . 24.0,-- — • I \\\\ .17 • '•'\\ �24.0' N. • ® ��\�C N3.0' S, • 10.6'- \ 3 0' PROPOSED RELOCATED "PEDESTRIAN AHEAD SIGN" 20.0'riv. ei "ott LOT 32 LOT 1 MANFORD ADDITION EPOC SUBDIVISION -I STONE RIDGE CONDOMINIUMS II SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION A 10 0 10 20 HORIZONTAL SCALE: 1"=20' NORTH SITE PLAN NOTES Q COOT NRD AND GUTTER TYPE 2 (SECTION IIB) ® ADA ACCESSIBLE RAMP ® PROPOSED MAILBOXES O 12"WIDE RETAINING WALL WITH RAILING © L.C.U.A.S.S.'TYPE 2"DRIVEWAY APPROACH NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTON LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD_'H2 07/05/21 30% DESIGN PLAN SET - 4 Orig. Scale: N A Vert. Scale:N/A A _ GRAVES AVENUE SITE PLAN / / ( ) 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SANDERSON M SANDERSON STEWART �) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) - - - - Detal er: - Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: - Sheet Number 12 Enduring Community Design 0 - - _ Sheet Subset: SITE Subset Sheet: 3 OF 4 60 WLu ► IVBI W W Ivy ♦ o • Icl ■ ■ ■ ■ ■a ■ • ■ ■ ■ • ■ ■ ■ ■ F ■ — W G W G r G c G )I1 rpm 1 W W — w A. oa dir 0 i 9'0 20+82.67 PT 21+14.10 PC O j b GRAVES AVENUE (50' 20+78.75 PC ROW) IN m 011.0' m 20+69.50 PI 21+00 O U . .. • \I\ I 24.0' . PR � SED : SID 'L 8; I WALK . �� �� ��� I PROPOSED 8' SIDEWA � �:: .\\ ----: \\�� ��� 4 G G I.. • • C Iiio G rior I ` �S, _ 21+49.80 P Wil — GJ dl I I o \ L:j a LOT 1 N 1377834.37 E 3001146.52 EPOC SUBDIVISION LOT 2 � � EPOC SUBDIVISION \ ,N� I/i SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ,�, l0 0 10 20 HORIZONTAL SCALE: 1"=20' NORTH SITE PLAN NOTES ACDOT CURB AND GUTTER TYPE 2 (SECTION UB) © ADA ACCESSIBLE RAMP ® PROPOSED MAILBOXES Q 12"WIDE RETAINING WALL WITH RAILING NOTE: .&. L.C.U.A.S.S."TYPE 2"DRIVEWAY APPROACH -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 — DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SITE_PROD_PH2 07/05/21 30% DESIGN PLAN SET — A. GRAVES AVENUE SITE PLAN Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 13 Enduring Community Design ( ) — — Sheet Subset: SITE Subset Sheet: 4 OF 4 61 LOT 1 \ DEVILLE I w O r< ,,'Ill, 4\ �, 4..Viimik° ____ '%*.kil ‘i --. VARIES GRAVES AVENUE (50' ROW) 10.0' Atm ° — - 01...m. � 10.0' MIN. p T 0 11.0' 102+00 102+6 • 4111111r .._-- ------ 11.0' 101+00 --' 10.94 99+75 10 00 - _ - - - _ _ __ — VARIES 11.0' MIN. — VARIES 11.0' MIN. 99+93.74 16.22' RT. �` �— — �— { \� .' , .•. •' . •. T T..ow— lig _mow • T' ---• 1:070,11 �' �\\ /j� 'l \ / \-- ----s\ `-- v 1 II / ) RELOCATE �A� , _ (, 102+48.1 /II \ \°'S. N::0:\ -- \ \ :'r `� 4 �r IL 26.90' RT. J, T �` p 1 N ' �, t. / \/ �\/ / \\ PROESSIONAL CONDOMINIUMS SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION ��),... lO O 10 20 HORIZONTAL SCALE: 1"=20' NORTH STRIPING PLAN NOTES ® WHITE SOLID THERMOPLASTIC CROSS-WALK 2'X 8' ® SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT) A. SINGLE WHITE SOLID 18"THERMOPLASTIC STOP BAR LINE NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SS.PROD_PH2 07/05/21 30% DESIGN PLAN SET — I. SIGNING & STRIPING Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — rn No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. CD — — — ' Detailer: — Fort West Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 14 Enduring Community Design ( ) — — Sheet Subset: SITE Subset Sheet: ---- 62 LOT 10 DEVILLE I LOT 11 DEVILLE W Z C' \ JcV � 1 I � I � � � _ 1 \ J I Q Cfrrf2o �— P P --IIG P P P P p 6 I n i `I s-13 CI) Ir C� VARIES 10' MIN. VARIES 9.0' MIN. 103+00 J I 104I00 \ I 105I00 �r 1` 102+60.63 102+74.85 11 0' 11.0' 105+30.19 10.94 RT. _ 14.1'- 10.63' RT. 6.0' 103+86.13 _104+55.03 105+07.19 11.00' RT. - w r 6.0'- 14.00' RT. 14.00' RT. 8.0' '�� tro+7a 1g 103+44.77 14.00' RT. 0 _ II 1111 �- 18.78' RT. 14.00' RT. ----11111111111111111.111111"- raiMilkir • ro !- \�\ II .�j� _,;,_ •,=• •. . .• L1' - LOT34B • `` ��� '+ T I .. 1 , try o RELOCATE \ €9 €0 ,. . IC E01 II 26.90' RT. II � AMENDED PLAT OF LOT 34A MANFORD ADDITION OUTLOT A AND LOT 34A BONNIE BRAE ADDITION OF THEAMENDED PLAT OF A PORON OF STONE RIDGE 34 MANFORD ADDITION AND A PORTION�OF LOT 34TBONNIE BRAE CONDOMINIUMS i \ T ---...."'-'7 o ADDITION L I 10 0 10 20 SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION 401.1)` HORIZONTAL SCALE: 1"=20 NORTH STRIPING PLAN NOTES ® WHITE SOLID THERMOPLASTIC CROSS-WALK 2'X 8' ® SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT) a. SINGLE WHITE SOLID 18"THERMOPLASTIC STOP BAR LINE NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. RM,SEWER,TELEPHONE&TELEVISION)MAY STRAIGHT LINES OR AS INDICATED ON THE PLANS STATE LAWREQUI REQUIRES CONTRACTOR CTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS NOT BE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No. Code • Drawing File Name:20231_SS_PR0D_PH2 07/05/21 30% DESIGN PLAN SET — ANo Revisions: — SIGNING & STRIPING SRT M405-023 Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 60% DESIGN PLAN SET — 01 14 22 30% DESIGN PLAN SET — Revised: — Designer: VJG CDOT 23027 SANDERSON STEWART ( ) / / E S T E S P A R K SAN D E RSO N w Engineers Surveyors CONTACT: Detailer: — STEWART�� 425 West Mulberry Street,Ste 201 KERRY 773-77 P.E. �� — — — - COLORADO Void: — ___ Sheet Number 15 (970� 773-77$1 ( _ _ Sheet Subset: SITE Subset Sheet: — EM�„gyp Community pKro� Fort Collins,Colorado 80521 — 63 i LOT 12 DEVILLE w Lu z z _^ O,p J OHP ® : G W GrEIM=M=IMEM11"1=M=.170HP W W ,,:44.1 ®OHP b OHi� @HP ()HP I o sl 9.0' I I— losI oo I 1c ___— 0 10+o 105+62.97 00 s.o1' RT. GRAVES AVENUE (50' ROW) UV) 11.0' 106+12.13 107+04.13 107+96. 107+50.T. 71 14.00' 71 14.00' RT. _6.O' 14.00' RT. 14.00' RT. T. .\\�\ i •i• •. :.• •.( .3® I �\ \ \ �\ — • cso I E I R —6 41 I i \\\\\ RELOC•TE SIt —I 107+80.08 I O '0.50' RT. 11 23 LOT 32 LOT 1 MANFORD ADDITION I \ i EPOC SUBDIVISION -I STONE RIDGE CONDOMINIUMS ', ,I` SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION A10 20 HORIZONTAL SCALE: 1"=20' NORTH STRIPING PLAN NOTES ® WHITE SOLID THERMOPLASTIC CROSS-WALK 2'X 8' ® SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT) L SINGLE WHITE SOLID 18"THERMOPLASTIC STOP BAR LINE NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SS_PROD_PH2 07/05/21 30% DESIGN PLAN SET - A. SIGNING do STRIPING Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - No Revisions: - SRT M405-023 SANDERSON M SANDERSON STEWART �) 01/14/22 30% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 20I KERRY HILDRESS P.E. ) - - - - Detailer: - FortCollins,Colorado80521 —(970) 773-773 C 1 COLORADO Void: - Sheet Number16 Enduring Community Design0 - - Sheet Subset: ### Subset Sheet: ---- _ 64 1 I 11I CD W W IVY 0 N IVBI W U Q CC D C H _I W �� O<B P 110+75.16 Q M 9.0' 0.00' T.I0 109+00 110+00 , 111+l — .• I ,� I I � — 110+66.65 Z O 11 0' GRAVES AVENUE (50' ROW) 110+24.81 8.0' 7.00' RT. 0 M (13 108+44.03 109+36.03 109+78.81 11.00' RT. 11111 .— O 14.00' RT. 14.00' RT. 14.00' RT. 8 ,� 0 G G G ° L I ll ll _ I 4/ -- -\ LOT 1 LOT 2 �� EPOC SUBDIVISION EPOC SUBDIVISION \ N\N I /i SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION �,�, 10 0 10 20 HORIZONTAL SCALE: 1"=20' NORTH STRIPING PLAN NOTES ® WHITE SOLID THERMOPLASTIC CROSS-WALK 2'X 8' ® SINGLE SOLID 4"WHITE LANE LINE(LATEX PAINT) A. A SINR LGLEINE WHITE SOLID 18"THERMOPLASTIC STOP B NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SS_PROD_PH2 07/05/21 30% DESIGN PLAN SET — A. SIGNING & STRIPING Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detwiler: — Fort Collins,Colorado 80521 (970) 773-7731 COLORADO Void: — Sheet Number 17 — Enduring Community Design ( ) — — Sheet Subset: ### Subset Sheet: ---- 65 \ \ \ I \\\\ \ DEVILLE =,/ �` — ` _ — \ — — — — / C \ \ // ; / .— —7588 — —� — 11 / Niiik& _ 45, Maw" MC\ \\ GRAVES AVENUE (50' ROW) \ \ \ \ -''.\ t. \ \moo \ \\ 4,\-Viiiiii,....aiii, t \ \ se 8. I \ \ \� \ems N�s9 ..414T ?s9 Seo s� \_N �� so SyR\ 9�\ 2 ,\ \ \ FL / s9, sccP 9\ \ \ / \ \ 7588.•4 \ • \ \— FL \ // \ I 1 FL 7593.57 / / 75.0.FL �� 7589.31 ��Y� • FL _ _ so, \ 7598.24 7� /I ,���7-�®®�1 \ s� �w.17� MIMr r,, Lr. s 12+00_ — 39°0' \ \ • 7j/ � �� �. `'`V� i / • m .. ��� ice_ / \---------.......„ ( . G . ate ____ _-- —_______-,-_____,--- iti aillierla............),.- vii" ` - \ (- -7594- / _ _ �1 \ \ \ �1 1 ��� . , \ / ,\, / x7___\ /y, 01 , ,,,, \ ... . .1‘,N4i /_ ithe — — \- -----A"c'N----\ I \ w�� ' _ _ � / PROPOSED 28' WIDE \ \ � i �f / LC.U.A.S.S. TYPE 2 / o\I - S� ,,, �`' g�i DRIVEWAY APPROACH 4 % Mils-iv rw4)._ // 1 —,....,,,,,_ ______ ___L.. _____ ____ ___. _7595— — — — — iiiiiivroi'47-- / o r /�`' J ASPEN WOOD SEE SITE PLAN FOR / 76�1.8\9\\� �// \\ _� PROFESSIONAL CONDOMINIUMS RETAINING WALL INFORMATION SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION 4' to 0 10 20 ,, HORIZONTAL SCALE: 1"=20' NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_0VERALL_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET - 4 Orig. Scale: N A Vert. Scale:N/A A - OVERALL GRADING PLAN / / _( ) 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SAN D E RSO N 4 SANDERSON STEWART �) 01/14/22 90% DESIGN PLAN SET - E S T E S [P . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT KERRY HILDRESS P.E. ) - - - - Detailer: 425 West Mulberry Street,Ste 201 C - Fort Collins,Colorado 80521 —(970� 773-771 COLORADO Void: - Sheet Number 18 EnL7urinpCommunkyDesign 0 - - Sheet Subset: GRADING Subset Sheet: 1 OF 8 66 LOT 10 LOT 11 \ \:.::. \ \ \`� ' _ _ DEVILLE DEVILLE ._—-'f--_...,----.--.,\-.ei-„ --..........m—_.m....-..-.--.--.-.--.-.-.--P ''4—'.—=°-,- -,. -G P —]I_..-_,__. ____:_- :_____ :::" . -.-7-: r________,`N' .\. \_:...\-.I .. 988 — — , — JI 1 1 \ — — — _ —7581�P J o \ \ \ \ p / .,....-K1ie,2 _ \a ,S s5. �s86\ \ S8S\ :::: \>S8 \)6 8 \)68 \ FL \ \ \ I \FL \ I \ 75:8.•4 • 13+00 FL \ FL I FL --- FL N \ 7584.33 I 7583.55 \ FE I \ FL \ �— 7587.57 W 7585.98 — 7585.69 __ - G — 7582.65 7581.28 ilk 2 `_—��sr� W 14+00 15+00 i i. . c52�' r�iC..`...+� . I 1- Nralikilii, ., -�� o •_^T gip— = \ . .I�.. �/ ` � • �Tom_ I • \ • �-=.4/% ��. 1.86% {4 � ` _-1 y, -`�_ \ — _ 'EO a .\Go //� - LCU ASS SIDEWALK I LCUASS SIDEWALK , \ LCUASS SIDEWALK I _ _ C� .o '�� CHASE ill / CHASE /� CHASE,,,,,,, — T - I 1 — \ ___ — —7s87— — � _ ni \ o - - - -758 — / \ /// - �I / '/' N -I 1 I \ I PROPOSED 24' WIDEN ' \ 'PROPOSED 24' WIDE �` I L\C.U.A.S.S. TYPE 2� \ L.C.U.A.S.S. TYPE 2 I DRIVEWAY APPROACH J \\ o DRIVEWAY APPROACH LOT 34B II \ I AMENDED PLAT OF LOT 34A MANFORD ADDITION 1 N \ AND LOT 34A BONNIE BRAE ADDITION OF THE �I \ AMENDED PLAT OF A PORTION OF LOT 34 MANFORD OUTLOT A ADDITION AND A PORTION OF LOT 34 BONNIE BRAE I, STONE RIDGE \ ADDITION CONDOMINIUMS SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION Ad* 10 0 10 20 HORIZONTAL SCALE: 1"=20' NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. —Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_OVERALL_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET — A. OVERALL GRADING PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSONI� SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — ' Detailer: — Fort Mulberry ,Colorado 805z1 (970) 773-7731 _ COLORADO Void: — Sheet Number 19 Enduring Community Design ( ) _ — Sheet Subset: GRADING Subset Sheet: 2 OF 8 67 LOT 12 ,���� �`\\� - - - - - \ \ �� _ - - - - _ _ DEVILLE _ _ — \ \\ `\ \ � � / \� — _ _ — — — _ 75i4 7573_ — �\ \ �/ \ \\\ \� / 7564— — zj — - - - —7576 7575—_ — _ _— \_\ \ \ - \ \ \ \ / i \ - - - -- � ` � - - - - - - - \ _ 7577 _ _ J \ — — - - - — w w\ _ F w Ilk OH — \ \ I \ ,( J >S>9\ OH// /4-1' // 7HP OHP \ \ c�`�OHP= —OpF — — +�p� \ _` �LO�— — _ _ — Y' N \ \ r \ N \ \\ N N N N \ \ ---- N — \ \ N N N N N N N \\ NG�AVES AVENUE"(5Q' ROW) \\ N N \\ \ \ N \ \ \ N \ � \ • > N < N " — F L� o> FL op \ \ x \ \ x , o o 7%30.09 h 7579.10 LO s �s S P\ r rn s ,00 n . 60 6 / 16+00 FL I I I FL I FL FL 1 FL\ FL c! •G r I N 757;.30 \ - A75.73.73 7571.84 7571.59 7570.76 7568.89 \ 7568.35 o4a= 1 17+00 18+00 VA N_ \ Ali 4.94% Z41. —> \ \_i' it\ "� �. �. �` \— 1 1?‹ \ 2 ; ___ ___ _ __- II► _ — �__ LCUASS SIDEWALKS Or•,-- _ ___. '• ..,.°___.•..- �� �� _ Spa— LCUASS SIDEWALK I \ \ LCUASS SIDEWALK _ 7 /\ CHASE �� � I\ CHASE CHASE — 5� r PROPOSED 24' WIDE \ _ \ `J°I L.C. .A.S.S. TYPE 2 PR�POSED 24' WIDE \ I E I -\,\ \ ~ DRIVEWAY APPROACH L.0 U.A.S.S. TYPE 2 I \ \ \ DRIVEWAY APPROACH \ r \ , PROPOSED 24'\WIDE` N \ \ J \ L.C.U.A.S.S. TYPE'2 P \ \ SEE SITE PLAN FOR PROPOSED RETAINING RIVEWAY APPROACH N N // MANFORD ADDITION \ WALL AND STORM PIPE INFORMATION N N I o I \ I STONE RIDGE I \ — CONDOMINIUMS —I\ \ \ \ " LOT 1 EPOC SUBDIVISION SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION A 10 0 10 20 HORIZONTAL SCALE: 1"=20' NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. —Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_OVERALL_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET — A. OVERALL GRADING PLAN Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSONI� SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) — — — Detailer: — Fortst , yorados0sz1 070) 773-7731 — COLORADO Void: — Sheet Number20 Enduring Community Design ( ) — — Sheet Subset: GRADING Subset Sheet: 3 OF 8 68 — — — — — — — — — w— — — / I — — — — , ,•,w— — — — — __ —7559- - _ _ _ _ — \ \ —7561— — — — — — J / — — — — — —I \ \ — 7560— — — — J � L / 55 — — — — — — — — —7962—yJ — — — — / � \ \ \ -- — —7561— — — — — — \ \ , �7 �^ 7563 \ \ w IVH — —7562— — —1 \ —7564— \ m\ W \ Ns, i i — � i � � Cc 1559 \ J TG G— \ — G 1 ' op. .1 i + W \ \ _ - - — — — - - - G - - - - G — G — — - G� \ ii: - - - - _ O O OHO \ \ —w - - - - _ � \ W w — \\ �: — — — �7561-- \ Wir \ � � \ — � •— \ \ GRAVES A0EN.UE \ ►41 \ -7562 � O % S68 7s6) \>ss �� a CD \ � 6FL \ 21+c ~ \ — w 0 7568.35 \ ----- 75$ `` 19+00 FL FL 20+00 FL .\ I I LL �565.32 tl . ...\\\\\\ . .• _\\\\\• •.. • •. ±`,.. j — \ _,.,i -.•.- —-• -\\\\•\ ••\I •' •\._ • 'r; -\\\+-\\\_• • • ---A \ -'3 •• • \,.\--\ . . . • • .. \1:4—--• --\--r_if- . •.• . .. li_Iv iil � — G— _ - - G G — \ \ L , C G ter= -----G — \ _ — — — — LCUASS SIDEWALK LCUASS SIDEWALK — \ � _ - - - - - — CHASEg \ �_ �� :S; � � — CHASE — —•\ \ ` ,��11, 4.s5 � \ / — — — \ // \ PROPOSED 24' WIDE \ \ 1, —7sss— —111_ 1 �� \ i/ ,y.23 PROPOSED 24' WIDE / r L.C.U.A.S.S. TYPE 2 ' \ �\ N \ \ / \ DRIVEWAY APPROACH " \ \ N 1377834.37 'cal Ii 4 L.C.U.A.S.S. TYPE 2 --' \ — \ E 3001146.52 DRIVEWAY APPROACH / 1 \ ^\ 52 jI /1\ I\ \ � \s„, ,/ o _7566— — — — \ LOT 1 I III �; \ I \ EPOC SUBDIVISION LOT 2 \ EPOC SUBDIVISION 1 — —J,Ie — — — -WI'\ \ I \ \N \1 • . .AN_ ' SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION �,�, 10 0 10 20 ,� HORIZONTAL SCALE: 1"=20' NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_OVERALL_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET — 4 Orig. Scale: N A Vert. Scale:N/A A — OVERALL GRADING PLAN / / ( ) 10/28/21 60% DESIGN PLAN SETNo Revisions: — SRT M405-023 SANDERSON 4 SANDERSON STEWART �) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 COLORADO Void: — Sheet Number 21 — Enduring Community Design 0 - - _ Sheet Subset: GRADING Subset Sheet: 4 OF 8 69 1 I \ II 12+96.23 PC I TO TC TG GRAVES AVENUE (50' RO W w S� 7586.37 7585.99 I TC TC 7585.69 7586.10 \ 9 I. , W GRAVES AVENUE (50' ROW 758s.�. 7L�� 1 _ _�� _ 14+00 __ TC • • �r...� • sr • LIIIIP ry-==�'"��i W •/• W '�� W G - S'\ • • • 7536:03► . • SS o• / -51\ . .83% Ilk N Sc4 — —• S�6 .. •• .6� T T• `� _I •\ • I 1 a - �s. .„... . ._,___ ,....._ \ -6.38� �1= • �.� ' . \ •r \ — . l 758$.94 7587� --- A-I,• • \• 1, EW \ - • � _ — / �� �y EW • • '7588.77. \\ - T T ' 7586.08 • EW •• 1: 7585.81 \ • F41 \ 75 586.44 EW I I I EC G \ EW • • 1� • 7586.27 \ �� \ 7589.86 Z89.44 • T T• !t�1��1 —T ` 7586.11 Y EC • � EC N\\ �// _ .T 7586. �` \ \ T Lo` • ` 7586.66 2 \ — LI r 1141 T \ \ \ n dal ... EC SD SD w i �_ —� / 7586.84 SD IIIIMMILbillill EC I / \ 58�� _ 'i. cal \I \\ ,59�17 I 7590_ EC 589.55 I 1 emu, \ \ �7587-- \` ` I \ AC \ AC I 759 37 \I 7589.66 r _ — — \ \ / i \ s9, / S9j� / ASPENWOOD I / diE DED PLAT OF LOT 4LOT A MANFORD ADDITION -��� \ I \ I� / PROFESSIONAL CONDOMINIUMS A LOT 34A BONNIE B AE ADDITION OF THE I I 'se /� SEE SITE PLAN FOR I s AMENDED PLAT OF A POR1fbN OF LOT 34 MANFORD \ \ PROPOSED RETAINING WALL\\ \ ADDITION AND A PORTION�F LOT 34 BONNIE BRAE \ �� INFORMATION ADDI ON - - - � \� DRIVEWAY # 1 DRIVEWAY #2 -�I� 5 0 5 10 HORIZONTAL SCALE: 1"=10' NORTH NOTE: NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE 1. UNDERGROUND URLITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE 2. THIS IS NOT A LANE SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES,RIGHTS OF WAY AND EASEMENT STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTON LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET - AOrig. Scale: N A Vert. Scale:N/A A - DRIVEWAY GRADING PLAN / / _( ) 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SANDERSON A SANDERSON STEWART �) 01/14/22 90% DESIGN PLAN SET - E S T E S [P . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Enduring Community Design Fort Collins,Colorado 80521 (970� 773-77 1 _ — — C 0 L O R A D 0 Void: - 5 OF 8 Sheet Number 22 0 Sheet Subset: GRADING Subset Sheet: N. N N N \ N N NN Ni N \ N. N\ N. I \ N x N \ I TC \ 7579.49 \ \ a TC I GRAVES AVENUE (50 ROW) TC TC I TC 7579.59 7579.43 coI co if) 7582.66 7583.07 I sw 7579.64 a TC N N 0' GRAVES AVENUE (50' ROW) 7579.27 EW n .A a C I ��LP �;, 7579.13 TC r. 16+ 0 �� TC 7577.51 '1� 7578.72 I TC AlliMITAIIIIP 7MIMIWAli - MPLIMm • t g , 4_IC TC 7577.10 M. _� EWfil 7578.33 7578.30 TC T SS SS SS _ 579.23 oa oro o: 1��� 1 7584.81 75 .97 7583.55 / . . W ` • • �. -758 p ri c / 0 - LT) ' . . � / , � - -3.76% 1. j -758 � cc , 1 _��. 83-�7584 - _ _ _, I ? - I - SS ••• 78.•8 a K. •• �.-7583� r- - � .�., \ �. �L _ v� EWl4 e • EWt"�� I x)s, • -5 03% • �)s> -6.87% • I 7584.09 EW� I 7582.78 7583.19 / j .,TT \ 6\ • I' 7583.67 I I ECEW • ` /. • \ . .• / - 7583.04 578.84 / o. • �EW 7577.63 EC I 7584.00 • I / ^ r7 7577.22 1 III M o � I7578.42 ���7577.12 - ^' OUTLOT A / �� l!r! =03 `., ' �I \ � STONE RIDGE i co \ 7578.10 n _� 1qC CONDOMINIUMS AC \ 3 �� AC �7577.08 7584.2s-\ 7583.18 / Cr_,0 // 7578.69 OUTLOT A \✓ \ \ \ STONE RIDGE \ 1 \\ / \\\� Ni/ � i CONDOMINIUMS DRIVEWAY #3 DRIVEWAY #4 AND MID BLOCK CROSSING -�I� 5 0 5 10 HORIZONTAL SCALE: 1"=10' NORTH NOTE: NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE 1. UNDERGROUND URLITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES,RIGHTS OF WAY AND EASEMENT STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTON LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET - AOrig. Scale: N A Vert. Scale:N A - DRIVEWAY GRADING PLAN / / _( ) 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SAN D E RS°N A SANDERSON STEWART ram) 01/14/22 90% DESIGN PLAN SET - ESTES T E S [P . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT -425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 COLORADO Void: - Sheet Number 23 Enduring Community Design = - - Sheet Subset: GRADING Subset Sheet: 6 OF 8 71 \ N \\ I I I \ \ \ (5,0 s6N N0 s68\ TC I GRAVES AVENUE (50' ROW) TC \ TC TC \ \ 7572.01 ' \ TC 7569.31 \ 7568.36 7568.72 \ TC TC \7571.18 \ \ TC 7571.60 7570.77 , \ 7568.90GRAVES AVENUE (50' ROW) \ \ \ \ 18+00 ' _19+00 • ,• �.1 • • . _- • .. *7% . . ti. • • _:-- . • x • co 0 • —6.15% 0 •• • • • . • • —F—\ \ . . •.• . . .._.., • .. . 1 SS _• I ~7577� ,• 6 • • • . 2 i • lik •. .,-,-- --- • • • % • • • Milli. / y EW EW - • — EW -1 " 1.30 / `S' / 7569.43 EW 10 EW 7572E13 co / 7570.89 / 7569.02 N ' '-769� J EW 7568.84 EW EC � _ — / � \ . _ _ I 7571.72 7570.76 F- T— 75�0\ EC — _— — — — EC�X •� — EC� � 7569.29 7571.42 \ _ / — _ 5j7— 7569.83 AC I ACj \ LOT 32AC — — J I AC 7569.43 — — 7571.35 s, MANFORD ADDITION 7570.68 ss 7570.71 �sss.ss \1 \ STONE RIDGE — �\�� / \ \CONDOMINIUMS E J \ �� \ LOT 1 / \ J O EPOC SUBDIVISION 'sue / \ SEE SITE PLAN FOR — O\ / RETAINING WALL AND \ \ STORM PIPE INFORMATION I �, \ / \ 0 _/ o \ \ a/\ \ .,--' / I 1 7 \ ...„._ I I ___ \ , DRIVEWAY #5 DRIVEWAY #6 `�-� 5 0 S 10 HORIZONTAL SCALE: 1"=10' NORTH NOTE: NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES,RIGHTS OF WAY AND EASEMENT STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTON LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET - A DRIVEWAY GRADING PLAN Orig. Scale: N/A Vert. Scale:N/A (—) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors ESTES T E S . PARK R K STEWART'', 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) - - - ' Detwiler: - Ft u Colorado 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 24 Enduring Community Design ( ) - - Sheet Subset: GRADING Subset Sheet: 7 OF 8 72 -- ___ __ __ __ ., \ , I _256,5 N., ____ _;.,,, \ \ a GRAVES AVENUE a \ N____ \ � \� (50' ROW) o sss\ TC TC_ + i TC 7567.21 7566.80 7564. 8 GRAVES AVENUE 140 \ 21�0 \(50' - ROW TC TC \ _75 • 7566.59 7567.00 TC \ �TC 7565.42 \' • 7564.72 :'. TC • 000a10 0000 1. •••••._. la .. . • .. . I b\ r TC 7564.19 , off, \ TC \ 7564.31' EW \ao��o�ao TC 75• 65.57 7564.12 \ .1 TC I 20+00 /.'7565.82 • EW 7564.44 . • - • TC . • �( 756 .12 • I • I • 7565.96 EW • •• \ LW • EW o• �� 7565.44 ' ' \H. ,, 7564.81 7564.32 • • I I • • - - - - - - - �• • 7564.05 iI -6�8' •: . • • -0.81% fi.83%� EW - �-EW r ' "EW ' . ` I A \ / / 7566.08 7564;93 %I- EW EW - - _ _ _ _ _ _ __ _ \ \ kf-1y 0 EW 7567.33 7566.92 �7567 a EW ��S - - -� - � - - - - - - - \ 0 7564.33 L TC 0 �� M - - _ 7566.71 6j� G \ j G G \ \ 7564.58 I _ EC • \ \ �- - \ \ 2 + .80 PT EC EW � _ \ 7567.11 • 7 7567.03 7567.12 ] \ \ \\ TC E2 \ \ G 7EC EC 567.20 LOT 2 7567 16 G�J \ _ \\ \\\ N 7565.05-• \ \ / \ EPOC SUBDIVISION �\• \ \ • N. \ \\ • OU \ / /\\ LOT 2 \ \\ _ - 565- \ �\ EPOC SU�DWISL01� \ \\\ o 0 1- 59.16 \ \ \ \ T \\ \\\ \\ �� F@ a 7565.27 DRIVEWAY #7 GRAVES AVENUE AND COMMUNITY DRIVE 5 0 5 10 ANL. vilb. HORIZONTAL SCALE: 1"= 10' NORTH NOTE: NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES,RIGHTS OF WAY AND EASEMENT STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. LINES ARE TO BE CONSIDERED APPROXIMATE. 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY CONSTRUCTION OR OTHER IMPROVEMENTS. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTON LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_GRADING PLAN_PH2 07/05/21 30% DESIGN PLAN SET - AOrig. Scale: N A Vert. Scale:N/A A - DRIVEWAY GRADING PLAN / / _( ) 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SAN D E RSO N% SANDERSON STEWART �) 01/14/22 90% DESIGN PLAN SET - E S T E S [P . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 Ste 201 KERRY HILDRESS P.E. �) - - - - Detailer: - Ft West Mulberryu Street,t 80521 (970) 773-7731 _ COLORADO Void: - Sheet Number 25 Enduring Community Design0 - - Sheet Subset: GRADING Subset Sheet: 8 OF 8 73 - r N / _.-- / - R\O GRAVES AVENUE (50' W) x \ \ \ \ \— — \ ott \ \ \ \ Z \ \ �N� I I \ \ N8714'35"E 66.45' \ \ \ / \ lit n EXISTING SSMH PHASE 2 SIDEWALK o ol / TO BE ADJUSTED \ \ I RIM=7593.63 / _-- � rr, _ _OWN 11+00 •WE �MM� ��`ir`��im 11—_ —C�)���` 1 +00 �_ IME111 /1 NOM \ � �— a—�� ��5� _ �. �' s11.10111m•----- ._ ' WA yfv =- j — — — — � ��� ;moo_ tit, * ,s,,,' il , ----. 1 1 \ ...,..._ ///, 0 \ ....„ _ _ _ ,y__. ____7_____iiiik io - \r yr, / -,_ , / \ ____ _ _ -\,) / ,\4 , . *,./- / _ __- --- __ _ _ __- \ \to O t 60 �Al �.�i `� R=28.00' L=50.44' / PROPOSED RETAINING WALL O NO 1�`. CHORD N3538'25"E �`\ I SEE SITE PLAN RETAINING EXISTING GL O �' \ \ WALL FOR INFORMATION �43.89' I 10.00' UTILITY EASEMENT o y i 1 \ Ilt► ASPENWOOD REC. NO. 20050011972 \ 2 ( PROFESSIONAL CONDOMINIUMS N 3778 .30 /�\E 3\000 i 73 ♦V \ \ I 10+00 11+00 12+00 12+50 Iw Z 5O, N. 7610 II . il41 I.: 7610 �_ 10+00.00 = PVI rn n 148.03' V.C. _ ' ELEV = 7602.70 M II co II „I LOW PT STA: 11+93.89 NORTH a ro m LOW PT ELEV: 7590.48 m + + ui PVI STA:11+19.87 "i o o o �� o)� 10 0 10 _ ,., + PVI ELEV:7592.25I O^ K:23.79 20 HORIZONTAL SCALE: 1"=20' 1 9 > A.6.22% U; VERTICAL SCALE: 1"=10' 7600 \ • 0%' — • ,>m w w 7600 EXISTING GROUND AT t 7590 — — — 7590 PROPOSED GRADE AT t 7585 10+00 11+00 12+00 12+50 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET - Orig. Scale: N A Vert. Scale:N/A A — PLAN do PROFILE-GRAVES AVENUE SOUTH SIDEWALK / / (� 10/28/21 60% DESIGN PLAN SETL No Revisions: - SRT M405-023 SANDERSON' SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET — E S T E S LI PAR K Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY H773-77 P.E. �) - - - - Detailer: - Fort Collins,Colorado 80521 (970� 773-771 — COL O R A D 0 Void: — Sheet Number26 EnAurinpCommunkyD�sipn O — — — Sheet Subset: PNP Subset Sheet: 1 OF 5 74 ,---- P I_.— ---- ----- P ---1 :1_2 a �_ _A=49'34'24" \ x" a j R=10.00' \ \ x N N __ \ L=8.65' ~ lr \ \CHORD \ \ \ ~\ \ S70'42'57"E\ 8.38' `— 'sue \ S45'55'45"E 3.72' \ GRAVES AVENUE (50' ROW) \ 11 w \ ` PHASE 2 SIDEWALK vicwans - or _ 8 , ��� m mil.G „a\ e4 .1 v 00 S89'25'22"E 163.11' Ay —.milli ' 1 5 00 II .......-- --....\ ,_ .„ viirrik-Am=.1,51,...r.. A=45'23'04" ft 'ft f CHORD .7) a li / \ SV \ \ \ _ ____p \S68'37'17"E_`4's— EI /• C� _ p. __ 1T 3.86' \ t, // ' \\\ r\r-r---- ------ - , ---Th)r I r ---, 1 Y -p �� EXISTING DRAINAGE EASEMENT r I \ I \ 15.00' UTILITY EASEMENT 5.00' I I REC. NO. 20060005719 REC NO. 20060005719 1 ..''''''...7. MENT \I ,r 1972 EXISTING 10.00' UTILITY EASEMENT EXISTING 10.00' UTILITY EASEM ENT REC. NO. 20060005719 REC. NO. 20060005719 12+50 13+00 14+00 15+00 ..... 59.54' V.C. 7600 I OW PT STA• 14+03 45 _ 7600 > m LOW PT ELEV: 7585.77 n 191.14' V.C. o a • PVI STA:13+74.18 +0o HIGH PT STA: 14+04.17 w II s Mco PVI ELEV:7586.09 + HIGH PT ELEV: 7585.77 Z NORTH K:40.00 .. PVI STA:14+99.74 M A l 49% F VI ELEV:1584./(i O N 10 0 10 20 II 0> MJ m� K:41.71 a m >w A: +04 HORIZONTAL SCALE: 1"=20' EXISTING GROUND AT EL w BVCS: 17585.17 VERTICAL SCALE: 1"=10' BVCE: 7585.77 7590 EVCS: 15+95.31 7590 2.39% EVCS: 7579.37 — — — — — — ---- A----- `-' — — yi_____e_-2.54% Q —1$5% J r7580 7580 PROPOSED GRADE AT EL 7575 12+50 13+00 14+00 15+00 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET — A No Revisions: - PLAN do PROF1LE-GRAVES AVENUE SOUTH SIDEWALK SRT M405-023 Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - 01 14 22 30% DESIGN PLAN SET — Revised: — Designer: VJG COOT 23027 SANDERSON STEWART ( ) / / E S T E S P A R K SAN D E RSO N 1� CONTACT: Detailer: — ST E WART I� Engineers Surveyors KERRY HILDRESS P.E. ( ) — — — C 0 L 0 R A D 0 _ Sheet Number27 425 West Mulberry Street,Ste 201 (970) 773_7731 — — Void: Sheet Subset: PNP Subset Sheet: 2 OF 5 Enduring Community pKty� Fort Collins,Colorado 80521 ( ) — 75 > I 0 N CC �� �� \ C \ 0 \ J a45'00'00" \ Z =N N \ R=5.00' N \ S89'57'19"E 18.13'N R \ \ \,rn GRAVES AVENUE (50' R019 0 �u \ \ L=3.93' \ \ \ s N6T32'41RE L>=78'27'47" \ N. \\ X M \ 3.83' R=10. 9' Ln '-----I \ cp0 I L=13.69' 1 n 1 I \ N45'02'41"E 9.24' _ 16+00 ;1 112.65CHORD 25 E I I I / ' - �i l PHASE 2 SIDEWALK 15+00 S89'5719"E 89.69' �i �7 �wi \ t r S89'5719"E 450.37 17+00 -- - _-- 111111M11111 ---- L` IWkIMN.°Z1MMIMEZiaimWgia1—......—...... Et ___ ''� L. ® _ z - \ ,!moo I \ ; re I \ ���' t LOT 32 STONEOO _ RIDGE \ I \ \ MANFORD STONE RIDGE ON N \ I / \ \ CONDOMINIUMS I EXISTING 16.00' ROW RESERVA110V 81706 P128 CONDOMINIUMS 15+00 16+00 17+00 17+50 M M a) 0) LoOi S O 5 0 7590 ^ a I o_l 7590 in II n N WWW a a 85.00' V.C. c>> o II LtiII EXISTING GROUND AT F LOW PT STA: 17+82.84 >L.uw O> O> . e : Ifi, `.-w `s-w PVI STA:17+40.34 `'' PVI ELEV:7572.20 J NORTH K:47.54 =N A:1.79% 1- 10 0 10 20 ° BVCE: 7574.34 7580 7580 _ a 11 HORIZONTAL SCALE: 1"=20' LA E EVCE:1 7580.83 VERTICAL SCALE: 1"=10' Z —g•03% J S r U N a 7570 7570 PROPOSED GRADE AT FL 7560 15+00 16+00 17+00 17+50 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET - Orig. Scale: N A Vert. Scale:N/A A _ PLAN do PROFILE-GRAVES AVENUE SOUTH SIDEWALK / / (� 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SAN D E RSO N 4 SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 COLORADO Void: - Sheet Number28 — Enduring Community Design O - - _ Sheet Subset: PNP Subset Sheet: 3 OF 5 76 — - - O 0 0 0 - � � - �■ — _ - _ m \ — — < \ N ,(9-)Ffi GRAVES AVENUE (50' ROW) \ FISTING 10.00' UTILITY EASEMENT G -_ 7_,II �, REC. NO. 94071574IN \�,W� �FPHASE 2 SIDEWA 18+00 _ fir/ t— I'-- •S89'57'19"E 450.37' 19+00 20 00 IEI� a \\\\ /\ \\ l ` IPROPOSED RETAINING WALL —i r [ CD \ / / / LOT 1 \ �/ \ \ SEE SITE PLAN\RETAINING 1 \ / WALL FOR IN EPOC SUBDIVISION E N 1 N tr 1 . ,.. \ __ ..• _IL , \ 1 -,---011 \ ...._. -_ i -i-1 ,J P 17+50 18+00 19+00 20+00 CO 03 N O op+0 185.00' V.C. n N LOW PT STA: 19+74.90 7580 y rn LOW PT ELEV: 7566.93 a a) -7580 cii> aid r. PVI STA:18+82.40 m >w +La PVI ELEV:7567.60 +'n w N.n K:73.74 O1 N z I� w A:2.51% .w J NORTH N 0 N U U U> U mm EXISTING GROUND AT wW aM 10 0 10 20 t3.24. o HORIZONTAL SCALE: 1"=20' 7570 A— 7570 VERTICAL SCALE: 1"=10' z - -0.73% - =N U F Q m 7560 PROPOSED GRADE AT I[T 7560 7555 17+50 18+00 19+00 20+00 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET - Orig. Scale: N A Vert. Scale:N/A A _ PLAN do PROFILE-GRAVES AVENUE SOUTH SIDEWALK / / (� 10/28/21 60% DESIGN PLAN SET No Revisions: - SRT M405-023 SAN D E RSO N 4 SANDERSON STEWART (—) 01/14/22 3O% DESIGN PLAN SET - E S T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 COLORADO Void: - Sheet Number29 - Enduring Community Design O - - Sheet Subset: PNP Subset Sheet: 4 OF 5 _77 NJ \ L=35.70' 0d �yJ \ 1 N A=45'00'00" CHORD > \ 1 R=5.00' S44'30'00"E \ \ \ ��: ez \ L=3.93' 32.07' p ^ CHORD _ N6T32'41"E 0_ ----- )--Cr \ GRAVES AVENUE (50' ROW) 3.83' , S89'57'19"E 31.42' _ I— CC \ _ o ? o \ _ \ \N45'02'41"E 9.24' ' 21+00 = (� • �\ / . \ �.WI 0 \ _ 0 �� PHASE 2 SIDEWALK 20-00 S89'57'19"E 450.37' \ • Wit_ _____ igni, o ..... -\ I���Ir S00'57'19"W 9.36' J SO0'57'19" \ I -7565— ®.� 1:731_ \ EXISTING 10.00' UTILITY EASEMENT E 3001146.52 irt; REC. NO. 94071574I\ _-- d I / EXISTING ,N' II V LOT 2 \ SSMH 10428 EPOC SUBDIVISION \M=7565.20 0 G I\ c \ _ 4. I 7580+00 21+00 22+007580 80.00' V.C. 35.25' V.C. HIGH PT STA: 20+03.95 _ ,o- ,n n LOW PT STA: 21+26.13 r7 W rn m HIGH PT ELEV: 7E66.71 rn oo n n LOW PT ELEV: 7563.58 o n . S 5 Mo PVI 20+43.95 00 m a, PVI STA:21+23.84 ��Ni 5 a co _ +� PVI ELEV:7566.42 +^ O1� PVI ELEV:7563.32 +io a r� ii n I— N „ K:25.42 N N K:4.07 N II 0 Co (r ¢ v A:-3.15% id w A:8.67% w of II ,' >m >w 0N)> >W II +> 03 W m°° W i> N W NORTH 7570 W 7570 N 10 0 10 20 HORIZONTAL SCALE: 1"=20' -3.88% 0% VERTICAL SCALE: 1"=10' EXISTING GROUND AT E_Z-- ----- ------- — — • ,w4w---- 7560 7560 PROPOSED GRADE AT rL 7550 20+00 21+00 22+00 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_PNP_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET - AOrig. Scale: N A Vert. Scale:N/A A - PLAN do PROFILE-GRAVES AVENUE SOUTH SIDEWALK / / (—) 10/28/21 60% DESIGN PLAN SETNo Revisions: - SRT M405-023 SANDERSON M SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - E S T E S [P . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - Fort Collins,Colorado 80521 (970� 773-77 1 - COLORADO Void: - Sheet Number30 Enduring Community Design O - - Sheet Subset: PNP Subset Sheet: 5 OF 5 78 _ 1. SITE DESCRIPTION H.RECEIVING WATER: THE CONTRACTOR SHALL COMPLY WITH ALL CDOT CONTRACTUAL REQUIREMENTS, AND ALL REQUIREMENTS ASSOCIATED WITH THE 1. OUTFALL LOCATIONS: EAST END OF PROJECT, NORTH OF STREET CDPS—SCP ON THIS PROJECT. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL UPDATE TO REFLECT CURRENT PROJECT 2. NAMES OF IMMEDIATE RECEIVING WATER(S) ON SITE: LAKE ESTES, BIG THOMPSON RIVER SITE CONDITIONS. DOES THE ON—SITE RECEIVING WATER(S) HAVE 303D IMPAIRED DESIGNATION: YES: CU (DISSOLVED), PB (DISSOLVED) A.PROJECT SITE LOCATION: THE PROJECT IS WITHIN THE TOWN OF ESTES PARK AND LIMITS OF CONSTRUCTION ARE GENERALLY 3. ULTIMATE RECEIVING WATER(S): BIG THOMPSON RIVER COSPBT16 WITHIN THE GRAVES AVENUE RIGHT—OF—WAY. B.PROJECT SITE DESCRIPTION: THIS GRAVES AVENUE PROJECT INCLUDES THE INSTALLATION OF CURB AND GUTTER, INSTALLATION OF 4. HORIZONTAL DISTANCE TO NEAREST ULTIMATE RECEIVING WATER FROM PROJECT: 2000 FEET, LAKE ESTES IS TO THE SIDEWALK ON THE SOUTH SIDE OF THE STREET, SIGNING AND STRIPING. NORTHEAST SIDE OF THE PROJECT. C.PROPOSED SEQUENCING FOR MAJOR CONSTRUCTION ACTIVITIES: I. NON—STORMWATER DISCHARGES: PROPOSED SEQUENCING FOR THE PROJECT WILL INCLUDE: Discharge Description Location (Site map #) Method Statement (location) • INSTALL INITIAL STORMWATER CONTROL MEASURES • CLEARING AND GRUBBING Dewatering* TBD TBD • STOCKPILING TOPSOIL Uncontaminated Spring N/A N/A • SAW CUT AND REMOVE ASPHALT Concrete Wash Water • GRADING — SOUTHERN PORTION (in-ground washout structure) SEE EROSION CONTROL PLAN SHEET SEE EROSION CONTROL PLAN SHEET • INSTALLATION OF NEW CURB AND GUTTER Landscape Irrigation Return Flows N/A N/A • PAVING SOUTHERN PORTION Emergency Fire Fighting N/A N/A • PAVEMENT MARKINGS • REVEGETATION Concrete Saw water N/A N/A D.ACRES OF DISTURBANCE: 1. TOTAL AREA OF CONSTRUCTION SITE (LOC (PERMITTED AREA)): 0.6 ACRES ALLOWABLE: REFER TO CDPHE LOW RISK DISCHARGE GUIDANCE DOCUMENT OF UNCONTAMINATED GROUNDWATER TO LAND. 2. TOTAL AREA OF PROPOSED DISTURBANCE (LDA): 0.44 ACRES HTTPS://WWW.COLORADO.GOV/PACIFIC/SITES/DEFAULT/FILES/WQ%2OLOW%2ORISK%20GW.PDF 3. TOTAL AREA OF SEEDING: 0.034 ACRES *IF GROUND WATER DOES NOT MEET WATER QUALITY STANDARDS FOR RECEIVING WATER A SEPARATE CDPS DEWATERING PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM CDPHE IN ACCORDANCE WITH SUBSECTIONS 107.02 AND 107.25. 4. TOTAL AREA OF PRE—PROJECT IMPERVIOUS SURFACE: 14,000 SQ. FT. 2. SITE MAP COMPONENTS: 5. TOTAL AREA OF FINAL IMPERVIOUS SURFACE: 18,000 SQ. FT. E.EXISTING SOIL DATA: SOIL AT THE PROJECT SITE CONSISTS OF SLIGHTLY CLAYEY TO CLAYEY SAND OVER WEATHERED AND PRE—CONSTRUCTION [THE SWMP ADMINISTRATOR FOR DESIGN WILL SHOW THE FOLLOWING ITEMS ON THE SWMP SITE MAP AND COMPETENT GRANITIC BEDROCK. LABEL ON THE SWMP SITE MAP. FOR A—J BELOW, SWMP ADMINISTRATOR FOR DESIGN MUST REFERENCE THE SHEET(S) WHERE THEY ARE SHOWN AND CAN BE READILY ACCESSED. MAKE SURE TO USE CDOT LINE TYPES FOR THE LIMITS OF DISTURBANCE F.EXISTING VEGETATION, INCLUDING PERCENT COVER: AREA (LDA) AND THE LIMITS OF CONSTRUCTION (LOC). LIMITS OF DISTURBANCE AREA IS THAT AREA WHICH THE SOIL IS DURING DESIGN THE SWMP ADMINISTRATOR FOR DESIGN IN CONSULTATION WITH THE ENGINEER WILL DETERMINE IF THE SWMP PROPOSED TO BE DISTURBED. LIMITS OF CONSTRUCTION (LOC) IS THAT AREA WHICH IS THE PROJECT LIMITS.] [LOCATIONS OF ADMINISTRATOR FOR DESIGN OR THE SWMP ADMINISTRATOR FOR CONSTRUCTION WILL CONDUCT THE VEGETATION TRANSECTS AS COMPONENTS ARE SHOWN IN THE PLAN SET, E.G. "SEE SWMP SITE MAPS"] OUTLINED IN CHAPTER 4.11.2 OF THE CDOT'S EROSION CONTROL AND STORMWATER QUALITY GUIDE. A.PROJECT CONSTRUCTION POTENTIAL SITE BOUNDARIES [A SURVEY INCLUDING GENERAL DESCRIPTION OF EXISTING VEGETATION SHALL BE CONDUCTED BY THE SWMP ADMINISTRATOR FOR SEE SWMP SITE MAPS CONSTRUCTION PRIOR TO ANY GROUND DISTURBANCE ON THE PROJECT. THE MANAGER SHALL PHOTO—DOCUMENT EXISTING VEGETATION WHERE ALL WORK WILL BE OCCURRING. THE MANAGER SHALL ALSO PERFORM THE VEGETATION SURVEY TRANSECT(S) B.ALL AREAS OF GROUND SURFACE DISTURBANCE INCLUDING PHOTO DOCUMENTATION AS OUTLINED IN CHAPTER 4.11.2 OF CDOT'S EROSION CONTROL AND STORMWATER QUALITY SEE SWMP SITE MAPS GUIDE.] C.AREAS OF CUT AND FILL [OR] SEE SWMP SITE MAPS [A SURVEY INCLUDING GENERAL DESCRIPTION OF EXISTING VEGETATION SHALL BE CONDUCTED BY THE SWMP ADMINISTRATOR FOR D.LOCATION OF ALL STRUCTURAL CONTROL MEASURES IDENTIFIED IN THE SWMP DESIGN PRIOR TO ANY GROUND DISTURBANCE ON THE PROJECT. THE SWMP ADMINISTRATOR FOR DESIGN SHALL PHOTO—DOCUMENT SEE SWMP SITE MAPS EXISTING VEGETATION WHERE ALL WORK WILL BE OCCURRING. THE SWMP ADMINISTRATOR FOR DESIGN SHALL ALSO PERFORM THE VEGETATION SURVEY TRANSECT(S) INCLUDING PHOTO DOCUMENTATION AS OUTLINED IN CHAPTER 4.11.2 OF CDOT'S EROSION E.LOCATION OF NON—STRUCTURAL CONTROL MEASURES AS APPLICABLE IN THE SWMP CONTROL AND STORMWATER QUALITY GUIDE.] SEE SWMP SITE MAPS PRE—CONSTRUCTION DATE OF SURVEY: %DENSITY: F.STREAMS, SPRINGS, WETLANDS AND OTHER STATE WATERS, INCLUDING AREAS THAT REQUIRE PRE—EXISTING VEGETATION BE DESCRIPTION OF EXISTING VEGETATION: MAINTAINED WITHIN 50 FEET OF A RECEIVING WATER MAP OR TABLE SHOWING TRANSECT LOCATIONS IN SWMP TAB 17: SEE SWMP SITE MAPS POST—CONSTRUCTION DATE OF SURVEY: %DENSITY: G.PROTECTION OF TREES, SHRUBS AND CULTURAL RESOURCES DESCRIPTION OF EXISTING VEGETATION: DATE OF CDPS—SCP CLOSURE: EXISTING TREES, NOT NOTED ON THE PLANS TO BE REMOVED SHALL BE PROTECTED MAP OR TABLE SHOWING TRANSECT LOCATIONS IN SWMP TAB 17: H.AREAS USED FOR STORING AND STOCKPILING OF MATERIALS, STAGING AREAS (FIELD TRAILER, FUELING, ETC.) WASTE ACCUMULATION AND BATCH PLANTS INCLUDING MASONRY MIXING STATIONS [TRANSECT FORM IS LOCATED ON CDOT LANDSCAPE ARCHITECTURE WEBSITE] G.POTENTIAL POLLUTANTS SOURCES: SEE FIRST CONSTRUCTION ACTIVITIES UNDER POTENTIAL POLLUTANT SOURCES. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL PREPARE A LIST OF ALL POTENTIAL POLLUTANTS AND THEIR LOCATIONS IN ACCORDANCE WITH SUBSECTION 107.25. Print Date:10/28/21 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH2.DWG 07/05/21 30% DESIGN PLAN SET — STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: ESTES * PARK Revised: — CDOT 23027 ST E WART 425 Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer:Fort West Mulberryu e1 (970) 773-7731 — COLORADO Void: — Sheet Number 31 Enduring Community ossign ( ) — — Sheet Subset: SWMP Subset Sheet: 1 OF 7 79 3. SWMP ADMINISTRATOR: 9. INTERIM, PERMANENT STABILIZATION AND LONG TERM STORMWATER MANAGEMENT A.SWMP ADMINISTRATOR FOR CONSTRUCTION: (AS DEFINED IN SUBSECTION 208) THE CONTRACTOR SHALL DESIGNATE A SWMP THE CONTRACTOR SHALL COMPLY WITH ALL INTERIM STABILIZATION AND PERMANENT STABILIZATION REQUIREMENTS IN ADMINISTRATOR FOR CONSTRUCTION UPON CO—PERMITTEE OF THE PERMIT. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL ACCORDANCE WITH SUBSECTION 208.04(E). BECOME THE OPERATOR FOR THE SWMP AND ASSUME RESPONSIBILITY FOR ALL DESIGN CHANGES TO THE SWMP IMPLEMENTATION A.SEEDING PLAN AND MAINTENANCE IN ACCORDANCE TO 208.03, THE SWMP SHALL REMAIN THE PROPERTY OF CDOT. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL BE RESPONSIBLE FOR IMPLEMENTING, MAINTAINING AND REVISING SWMP, INCLUDING THE TITLE AND SOIL PREPARATION, SOIL CONDITIONING OR TOPSOIL, SEEDING (NATIVE), MULCHING (WEED FREE) AND MULCH TACKIFIER WILL BE CONTACT INFORMATION. THE ACTIVITIES AND RESPONSIBILITIES OF THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL REQUIRED FOR AN ESTIMATED 0.5 ACRES OF DISTURBED AREA WITHIN THE RIGHT—OF—WAY LIMITS WHICH ARE NOT SURFACED. ADDRESS ALL ASPECTS OF THE PROJECT'S SWMP. (UPDATE THE INFORMATION BELOW FOR EACH NEW SWMP ADMINISTRATOR FOR THE FOLLOWING TYPES AS SPECIFIED ON THE SITE MAPS AND RATES SHALL BE USED: CONSTRUCTION) (COPY OF TECS CERTIFICATION MUST ALSO BE INCLUDED IN THE SWMP.) Common Name Botanical Name LBS. PLS Per Acre NAME/TITLE CONTACT INFORMATION [PHONE & EMAIL] SLENDER WHEATGRASS ELYMUS TRACHYCAULUS 'SAN LUIS' 20% TBD TBD MOUNTAIN BROME BROMUS MARGINATUS 'BROMAR' 20% B.EROSION CONTROL INSPECTOR: (AS DEFINED IN SUBSECTION 208) THE CONTRACTOR MAY DESIGNATE AN EROSION CONTROL GREEN NEEDLEGRASS NASSELLA 15% INSPECTOR. THE EROSION CONTROL INSPECTOR SHALL COMPLETE DUTIES IN ACCORDANCE WITH SUBSECTION 208.03 (C) (COPY THICKSPIKE WHEATGRASS ELYMUS TRACHYCAULUS 15% OF TECS CERTIFICATION MUST ALSO BE INCLUDED IN THE SWMP.) _ NAME/TITLE CONTACT INFORMATION [PHONE & EMAIL] ROACKY MOUNTAIN FESCUE FESTUCA SAXIMONTANA 10% BLUE GRAMA (COATED) BOUTELOUA GRACILIS 5% TBD TBD INDIAN RICEGRASS ORYZOPSIS HYMENOIDES 5% 4. STORMWATER MANAGEMENT CONTROLS FIRST CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL SANDBERG BLUEGRASS POA SECUNDA SANDBERGII 5% PERFORM THE FOLLOWING: BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 5% A.POTENTIAL POLLUTANT SOURCES EVALUATE, IDENTIFY, LOCATE AND DESCRIBE ALL POTENTIAL SOURCES OF POLLUTANTS AT THE SITE IN ACCORDANCE WITH TOTAL: 100% SUBSECTION 107.25, CDPS—SCP AND PLACE IN THE SWMP. ALL CONTROL MEASURES RELATED TO POTENTIAL POLLUTANTS SHALL BE SHOWN ON THE SWMP SITE MAP BY THE CONTRACTOR'S SWMP ADMINISTRATOR FOR CONSTRUCTION. B.SEEDING APPLICATION: DRILL SEED 0.25 INCH TO 0.5 INCH INTO THE SOIL. IN SMALL AREAS NOT ACCESSIBLE TO A DRILL, HAND BROADCAST OR HYDROSEED AT DOUBLE THE RATE AND RAKE 0.25 INCH TO 0.5 INCH INTO THE SOIL PER SUBSECTION 212. B.OFFSITE DRAINAGE (RUN ON WATER) SOIL COMPACTION SHALL BE MINIMIZED FOR AREAS WHERE PERMANENT STABILIZATION WILL BE ACHIEVED THROUGH VEGETATIVE DESCRIBE AND RECORD CONTROL MEASURES ON THE SWMP SITE MAP THAT HAVE BEEN IMPLEMENTED TO ADDRESS OFF SITE COVER. RUN—ON WATER IN ACCORDANCE WITH SUBSECTION 208.03. C.MULCHING APPLICATION: APPLY A MINIMUM OF 2 TONS OF CERTIFIED WEED FREE HAY OR 2 1/2 TONS OF CERTIFIED WEED FREE C.VEHICLE TRACKING PAD/VEHICLE TRACKING CONTROL STRAW PER ACRE AND IN ACCORDANCE WITH SECTION 213, AND MECHANICALLY CRIMP IT INTO THE SOIL IN COMBINATION WITH AN CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH SUBSECTION 208.04. ORGANIC MULCH TACKIFIER. D.PERIMETER CONTROL 1. PRIOR TO WINTER SHUTDOWN OR THE SUMMER SEEDING WINDOW CLOSURE: UNCOMPLETED SLOPES SHALL BE MULCHED WITH 2 TONS OF MULCHING (WEED FREE) PER ACRE, MECHANICALLY CRIMPED INTO THE TOPSOIL IN COMBINATION WITH AN ORGANIC PERIMETER CONTROL SHALL BE ESTABLISHED AS THE FIRST ITEM ON THE SWMP TO PREVENT THE POTENTIAL FOR POLLUTANTS MULCH TACKIFIER IN ACCORDANCE WITH SUBSECTIONS 208 AND 213. LEAVING THE CONSTRUCTION SITE BOUNDARIES, ENTERING THE STORMWATER DRAINAGE SYSTEM, OR DISCHARGING TO STATE D.SPECIAL REQUIREMENTS: WATERS. PERIMETER CONTROL SHALL BE IN ACCORDANCE WITH SUBSECTION 208.04 PERIMETER CONTROL MAY CONSIST OF BERMS, SILT FENCE, EROSION LOGS, EXISTING LANDFORMS, OR OTHER CONTROL MEASURES AS APPROVED. 1. DUE TO STEEP SLOPES (>2:1), HYDROSEEDING WILL BE ALLOWED ON THIS PROJECT FOR PERMANENT STABILIZATION. 5. DURING CONSTRUCTION HYDROSEEDING RATE SHALL BE AT DOUBLE THE SEEDING RATE. HYDROSEED SHALL BE APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION IS A SLURRY WHICH CONTAINS SEED, ORGANIC AMENDMENT AND FERTILIZER. THE SECOND APPLICATION IS A RESPONSIBILITIES OF THE SWMP ADMINISTRATOR FOR CONSTRUCTION SLURRY OF MULCH AND TACKIFIER. BOTH SLURRY APPLICATIONS SHALL BE APPLIED FROM TOP OF SLOPE DOWNWARD, IN 50' THE SWMP IS A LIVING DOCUMENT 'LIVING DOCUMENT" THAT IS CONTINUOUSLY REVIEWED AND MODIFIED THROUGHOUT THE VERTICAL LIFTS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONSTRUCTION PHASING. DURING CONSTRUCTION, THE FOLLOWING ITEMS SHALL BE ADDED, UPDATED, OR AMENDED AS E.SOIL CONDITIONING AND FERTILIZER REQUIREMENTS: MINIMUM AMENDMENT MATERIAL REQUIREMENTS FOR ALL DISTURBANCES TO NEEDED BY THE SWMP ADMINISTRATOR FOR CONSTRUCTION IN ACCORDANCE WITH SUBSECTION 208.03. DURING CONSTRUCTION, RECEIVE SEEDING (NATIVE). ELEVATION: (7,500) FEET INDICATE HOW ITEMS THAT HAVE NOT BEEN ADDRESSED DURING DESIGN ARE BEING HANDLED IN CONSTRUCTION. IF ITEMS ARE COVERED IN THE TEMPLATE OR OTHER SECTIONS OF THE SWMP, INDICATE BELOW WHAT SECTION THE DISCUSSION TAKES PLACE. SOIL CONDITIONERS PAID FOR AS ITEM 212- SOIL CONDITIONING (ACRE)SOIL CONDITIONERS PAID A.STOCKPILE MANAGEMENT: SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 107.25 AND 208.07 B.CONCRETE WASHOUT: CONCRETE WASH OUT WATER OR WASTE FROM FIELD LABORATORIES AND PAVING EQUIPMENT SHALL BE FOR AS ITEM 212- SOIL CONDITIONING (ACRE) CONTAINED IN ACCORDANCE WITH SUBSECTION 208.05. BIOLOGICAL NUTRIENT SPRAY-ON AMENDMENT C.SAW CUTTING: SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 107.25, 208.04, 208.05 ORGANIC BASED HUMATE(LBS./ACRE) (LBS./ACRE) D.STREET SWEEPING: SHALL BE DONE IN ACCORDANCE WITH SUBSECTION 208.04 FERTILIZER (LBS./ACRE)* >2:1 SLOPES ONLY 6. INSPECTIONS A.INSPECTIONS SHALL BE IN ACCORDANCE WITH SUBSECTION 208.03(C). 300 200 3500 7. CONTROL MEASURE MAINTENANCE *BIOLOGICAL NUTRIENT ORGANIC BASED FERTILIZER SHALL NOT EXCEED 8-8-8 (N—P—K). A.MAINTENANCE SHALL BE IN ACCORDANCE WITH SUBSECTION 208.04(F). SPRAY—ON AMENDMENTS SHALL BE IN ACCORDANCE TO PROJECT SPECIAL PROVISION 212-00032—SPRAY—ON AMENDMENTS AS 8. RECORD KEEPING FOUND ON THE CDOT LANDSCAPE ARCHITECTURE WEBSITE. HUMATE SHALL BE IN ACCORDANCE TO 212.02. A. RECORDS SHALL BE KEPT IN ACCORDANCE WITH SUBSECTION 208.03(D). Print Date:10/28/21 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH2.DWG 07/05/21 30% DESIGN PLAN SET — STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: ESTES * PARK Revised: — CDOT 23027 ST E WART 425 Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Ft West Mulberryu e1 (970) 773-7731 — COLORADO Void: — Sheet Number 32 Enduring Community ossign ( ) — — Sheet Subset: SWMP Subset Sheet: 2 OF 7 80 9. INTERIM, PERMANENT STABILIZATION AND LONG TERM STORMWATER MANAGEMENT (CONT'D) F. SOIL RETENTION COVERING: ON SLOPES AND DITCHES REQUIRING A BLANKET OR TURF REINFORCEMENT MAT (TRM), THE BLANKET/TRM SHALL BE PLACED IN LIEU OF MULCH AND MULCH TACKIFIER AND PLACED AFTER SEEDING (NATIVE). SEE SWMP SITE MAP FOR BLANKET/TRM LOCATIONS. G. PERMANENT STABILIZATION APPLICATION UNDER STRUCTURES: UNDER STRUCTURES SHADE PATTERNS SHOULD BE CONSIDERED AND THE USE OF MEDIAN COVER MATERIAL (STONE) OR OTHER STABILIZED OPTIONS WITH AN APPROVED PROJECT SPECIAL PROVISION SHOULD BE USED. SEE SWMP SITE MAP FOR LOCATIONS. [THE SWMP ADMINISTRATOR FOR DESIGN SHOULD REVIEW THE SELECTED MATERIAL FOR USE UNDER STRUCTURES WITH THE REGION ENVIRONMENTAL STAFF AND HYDRAULIC ENGINEER] H. RESEEDING OPERATIONS/CORRECTIVE STABILIZATION: PRIOR TO PARTIAL ACCEPTANCE. [SELECT ITEM(S) THAT APPLY] 1. ALL SEEDED AREAS SHALL BE REVIEWED DURING THE 7 DAY INSPECTIONS BY THE SWMP ADMINISTRATOR FOR CONSTRUCTION AND OR EROSION CONTROL INSPECTOR FOR BARE SOILS CAUSED BY SURFACE OR WIND EROSION. BARE AREAS CAUSED BY SURFACE OR GULLY EROSION, BLOWN AWAY MULCH, ETC. SHALL BE RE—GRADED, SEEDED, AND HAVE THE DESIGNATED MULCHING APPLIED AS NECESSARY, AT NO ADDITIONAL COST TO THE PROJECT. 2. THE CONTRACTOR SHALL MAINTAIN SEEDING/MULCH/TACKIFIER/BLANKET/TRM, MOW TO CONTROL WEEDS OR APPLY HERBICIDE TO CONTROL WEEDS IN THE SEEDED AREAS UNTIL PARTIAL ACCEPTANCE OF THE STORMWATER CONSTRUCTION WORK. I. LONG TERM STORMWATER MANAGEMENT SEE ITEM #18 OF THE SWMP FOR LONG TERM MANAGEMENT PRACTICES TO CONTROL POLLUTANTS IN STORMWATER DISCHARGES THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. 10. PRIOR TO PROJECT FINAL ACCEPTANCE A. PARTIAL ACCEPTANCE SHALL BE IN ACCORDANCE WITH SUBSECTION 107.25 (D), 208.10 AND 214.04. AT THE PARTIAL ACCEPTANCE OF THE PROJECT, IT SHALL BE DETERMINED BY THE SWMP ADMINISTRATOR FOR CONSTRUCTION AND THE ENGINEER WHICH TEMPORARY CONTROL MEASURES SHALL REMAIN UNTIL 70% REVEGETATION IS ESTABLISHED OR WHICH SHALL BE REMOVED. B. AT THE END OF THE PROJECT, ALL DITCH CHECKS SHALL EITHER CONSIST OF TEMPORARY EROSION LOGS (OR EQUIVALENT) OR PERMANENT RIPRAP. C. ALL STORM DRAINS SHALL BE CLEANED PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. WORK SHALL BE INCLUDED IN 202 CLEAN CULVERT. [**CHECK WITH REGION WATER QUALITY STAFF TO SEE IF CLEAN CULVERT PSP IS NEEDED AND WHAT PAY ITEM TO USE.**] 11. NARRATIVES: [BELOW ARE THE CDOT NARRATIVES COVERED IN CDOT'S STANDARD SPECIFICATIONS AND M STANDARD PLANS. PROPOSED NON—STANDARD CONTROL MEASURES DURING DESIGN SHOULD BE ADDED TO THE MATRIX. PLACE AN X IN THE COLUMN FOR M-208 STANDARD OR "X" FOR NON—STANDARD AND PROVIDE A NARRATIVE. THE NARRATIVE SHALL INCLUDE WHAT, WHEN,WH ERE AND WHY THE CONTROL MEASURE IS BEING USED. ALSO PLACE AN X IN THE APPROPRIATE IMPLEMENTATION COLUMN(S)] [DURING DESIGN PLACE A `P" IN THE INITIAL ACTIVITIES COLUMN FOR ANY CONTROL MEASURES THAT SHOULD BE INSTALLED BEFORE CONSTRUCTION ACTIVITY STARTS.] CONTROL MEASURE MATRIXES DURING CONSTRUCTION: 1. CONTROL MEASURE NARRATIVES HAVE BEEN INCLUDED FOR THE CDOT STANDARD SPECIFICATIONS AND STANDARD PLAN M-208 AND M-216 ALONG WITH ANY NON—STANDARD CONTROL MEASURES APPROVED DURING THE DESIGN PROCESS. IF A NON—STANDARD CONTROL MEASURE NOT INCLUDED IN THE SWMP IS PROPOSED AND APPROVED BY THE ENGINEER THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL DO THE FOLLOWING: PLACE AN "X" IN THE COLUMN FOR NON—STANDARD AND COMPLETE A NON—STANDARD CONTROL MEASURE SPECIFICATION AND NARRATIVE COVERING THE WHAT, WHEN, WHERE AND WHY THE CONTROL MEASURE IS BEING USED SHALL BE ADD TO THE SWMP. THE APPROPRIATE "X" SHALL ALSO BE ADDED TO THE IMPLEMENTATION PHASE(S). 2. THE SWMP ADMINISTRATOR FOR CONSTRUCTION SHALL PLACE AN "X" IN THE COLUMN IN USE ON SITE WHEN THE CONTROL MEASURE HAS BEEN INSTALLED. 3. A `P" IN THE INITIAL ACTIVITIES COLUMN INDICATES THAT THE CONTROL MEASURE SHALL BE INSTALLED BEFORE CONSTRUCTION ACTIVITY STARTS. LOCATIONS AND QUANTITIES WILL BE DISCUSSED DURING THE ENVIRONMENTAL PRE—CONSTRUCTION CONFERENCE WITH THE REGIONAL WATER POLLUTION CONTROL MANAGER. STRUCTURAL CONTROL MEASURES THAT MAY BE POTENTIALLY USED ON THE PROJECT FOR EROSION AND SEDIMENT CONTROL; PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO: M- 208 STANDARD or Control Measure Control Measure Control Measure Application, Control Measure Narrative "X"for In use on site Implementation Implementation Implementation NON-STANDARD Phase** Initial Phase** Interim Phase** Permanent Activities Activities Stabilization PROTECTION OF EXISTING TREES Fence(plastic)shall be used in areas indicated in the plans to prevent encroachment of construction Fence(plastic) traffic and sediment for the protection of mature trees and/or existing landscaping prior to start of X X construction disturbances. CULVERT INLET/OUTLET PROTECTION Placed at mouth of culvert inlets and over top of culvert at inlet and outlet where disturbance may Erosion logs,aggregate bags be occurring adjacent to pipe to prevent sediment laden water from entering pipe or drainage. Place M-208 X X X prior to start of construction disturbances. STOCKPILE PROTECTION Placed within specified distance,in accordance with subsection 208.06,from toe to contain Temporary berm,erosion logs,aggregate bags* sediment around stockpile. *Aggregate bags are easily moved and replaced for access during the M-208 X work day. Place prior to start of stockpile,increase control as stockpile increases size. TOE OF FILL PROTECTION Place prior to slope/embankment work to capture sediment and protect and delineate undisturbed Erosion logs,temporary berm,silt fence,topsoil areas. *Can be used to stockpile topsoil for salvage. M-208 X X windrow* Print Date:10/28/21 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH2.DWG 07/05/21 30% DESIGN PLAN SET — STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: E S T E S * PARK Revised: — CDOT 23027 STEWART 425 Mulberry Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer:Fort West Mulb rry Street, , el (970) 773-7731 — COLORADO Void: — Sheet Number 33 Enduring Community ossign ( ) — — Sheet Subset: SWMP Subset Sheet: 3 OF 7 81 11. NARRATIVES (CONT'D) STRUCTURAL CONTROL MEASURES THAT MAY BE POTENTIALLY USED ON THE PROJECT FOR EROSION AND SEDIMENT CONTROL; PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO: M- 208 STANDARD or Control Measure Control Measure Control Measure Application, Control Measure Narrative "X"for In use on site Implementation Implementation Implementation NON-STANDARD Phase** Initial Phase** Interim Phase** Permanent Activities Activities Stabilization PERIMETER CONTROL Placed prior to construction commencing to address potential run-on water from off site,and to Erosion logs,silt fence,temporary berm,topsoil divert around disturbed area. *Can be used to stockpile topsoil for salvage. M-208 X X windrow* SEDIMENT CONTROL/SLOPE CONTROL Silt fence,erosion logs Placed on the contour of a slope to contain and slow down construction M-208 X runoff. Place prior to start of construction disturbances. OUTLET PROTECTION Material placed as energy dissipator to prevent erosion at outlet structure. M-601-12 X X Riprap,or approved other CONCRETE WASHOUT Construction control,used for waste management of concrete and concrete equipment cleaning. M-208 X X In-ground or fabricated Place prior to start of concrete activities. VEHICLE TRACKING PAD Source control,placed to prevent tracking of sediment from disturbed area to offsite surface. Place M-208 X X prior to start of construction disturbances. Source control,used to remove sediment tracked onto paved surfaces and to prevent sediment SWEEPING from entering drainage system.Sweep daily and at the end of construction shift as needed. Kick X X X brooms shall not be permitted. OTHER NON—STRUCTURAL CONTROL MEASURES THAT MAY BE POTENTIALLY USED ON THE PROJECT FOR EROSION AND SEDIMENT CONTROL; PRACTICES MAY INCLUDE, BUT ARE NOT LIMITED TO: EROSION CONTROL DEVICES ARE USED TO LIMIT THE AMOUNT OF SOIL LOSS ON SITE. SEDIMENT CONTROL DEVICES ARE DESIGNED TO CAPTURE SEDIMENT ON THE PROJECT SITE. CONSTRUCTION CONTROLS ARE CONTROL MEASURES RELATED TO CONSTRUCTION ACCESS AND STAGING. CONTROL MEASURE LOCATIONS ARE INDICATED ON THE SWMP SITE MAP. * USE OF VEGETATIVE BUFFER STRIP REQUIREMENTS. THE CDPHE WATER QUALITY CONTROL DIVISION TECHNICAL MEMORANDUM DATED AUGUST 27, 2015 CLARIFIES THE REQUIREMENTS FOR UTILIZATION OF EXISTING VEGETATION AS A BUFFER TYPE OF SEDIMENT CONTROL MEASURE, WHILE MAINTAINING COMPLIANCE WITH THE CDPS PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY CDPS PERMIT NO. COR4000000. IN GENERAL, THE DIVISION DOES NOT RECOMMEND THAT VEGETATED BUFFERS BE IMPLEMENTED AS A SEDIMENT REMOVAL CONTROL MEASURE FOR RUNOFF FROM DISTURBED AREAS AT CONSTRUCTION SITES, UNLESS IMPLEMENTED AS A `FINISHING" COMPONENT OF A TREATMENT TRAIN COMPRISED OF ADDITIONAL, ADEQUATE UP—GRADIENT CONTROL MEASURES. THE ENTIRE MEMORANDUM CAN BE FOUND AT: HTTPS://WWW.COLORADO.GOV/PACIFIC/SITES/DEFAULT/FILES/VEGETATIVE%2OBUFFER%2OMEMO.PDF M- 208 STANDARD or Control Measure Control Measure Control Measure Application, Control Measure Narrative "X"for In use on site Implementation Implementation Implementation NON-STANDARD Phase** Initial Phase** Interim Phase** Permanent Activities Activities Stabilization BONDED FIBER MATRIX or MULCHING Not to be used in areas of concentrated flows,i.e. ditch lines. To be for either Interim or (HYDRAULIC) Permanent Stabilization placed as a surface cover for erosion control. May be used as surface cover X when work is temporarily halted and as approved by the Engineer for stockpiles. TOPSOIL MANAGEMENT STOCKPILE/SALVAGE Prior to any site disturbance work commencing,existing topsoil shall be scraped to a depth four Windrow or stockpile inches or as specified,and placed in stockpiles or windrows. Upon completion of final grading, M-208 X X X topsoil shall be evenly distributed over embankment to a depth of four inches or as specified. SEEDING PERMANENT(NATIVE) Final Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. X Straw or Hay Interim or Permanent Stabilization placed as a surface cover for erosion control and or seeding MULCH/MULCH TACKIFIER establishment.To be installed as Interim Stabilization as a surface cover when work is temporarily X X halted and as approved by the Engineer SPRAY ON MULCH BLANKET(Not to be used in Interim or Final Stabilization placed as a surface cover for erosion control and or seeding areas of concentrated flows,i.e. ditch lines.) establishment.To be installed as temporary surface cover when work is temporarily halted and as X X approved by the Engineer. TURF REINFORCEMENT MAT(TRM) Final Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. Placed M-216 X X in channels or on slopes for erosion control,channel liner and seeding establishment. SOIL RETENTION BLANKET(SRB) Final Stabilization of disturbance and to reduce runoff and control erosion on disturbed areas. M-216 X X OTHER Print Date:10/28/21 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH2.DWG 07/05/21 30% DESIGN PLAN SET — STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG CONTACT: ESTES �.� P A R K Revised: — CDOT 23027 STEWART 425 EngineersSurveyors Ste 201 KERRY HILDRESS P.E. ( ) — — — Detailer: — Ft West u Mulberry Street, , el (970) 773-7731 — COLORADO Void: — Sheet Number 34 Enduring Community Design ( ) — — Sheet Subset: SWMP Subset Sheet: 4 OF 7 82 12. TABULATION OF STORMWATER QUANTITIES A. CONTROL MEASURE SEDIMENT REMOVAL AND DISPOSAL SHALL BE PAID FOR AS: 208 REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT) AND 208 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR). ALL OTHER CONTROL MEASURE MAINTENANCE SHALL BE INCLUDED IN THE COST OF THE CONTROL MEASURE. B. IT IS ESTIMATED THAT [20] HOURS OF BLADING (140-250 HORSEPOWER), DOZING (130-250 HORSEPOWER) AND/OR COMBINATION LOADER (80-125 HORSEPOWER) MAY BE REQUIRED FOR MISCELLANEOUS EROSION CONTROL WORK AS DIRECTED BY THE ENGINEER. WORK SHALL BE PAID FOR AS: C. ESTABLISHMENT OF SEEDED AREAS FROM SUBSTANTIAL LANDSCAPE COMPLETION SHALL BE PAID FOR AS: THIS SHALL INCLUDE MOWING, WEED CONTROL, RESEEDING/MULCH/TACKIFIER. PSP Spec. PayItem Description PayUnit Initial Const. Interim Const. Permanent Total p p Stabilization Quantity* 203-01500 Blading Hour 10 10 203-01550 Dozing Hour 10 10 207-00205 Topsoil CY 30 30 207-00210 Stockpile Topsoil CY 110 110 208-00002 Erosion Log Type 1 (12 inch) LF 100 100 208-00020 Silt Fence LF 560 560 208-00045 Concrete Washout Structure EA 1 1 207-00106 Sweeping(Sediment Removal) Hour 20 20 207-00107 Removal of Trash Hour 20 20 207-00207 Erosion Control Management(ECM) Day 30 30 212-00006 Seeding(Native) Acre .05 .05 213-00002 Mulch (Weed Free Hay) Acre .05 .05 213-00061 Mulch Tackifier LB 3 3 X 700-70380 F/A Erosion Control FA 1 1 *IT IS ANTICIPATED THAT ADDITIONAL CONTROL MEASURES AND CONTROL MEASURE QUANTITIES NOT SHOWN ON THE SWMP SITE MAPS SHALL BE REQUIRED ON THE PROJECT FOR UNFORESEEN CONDITIONS AND REPLACEMENT OF ITEMS THAT ARE BEYOND THEIR USEFUL SERVICE LIFE, SEE SUBSECTION 208.03 AND 208.04. QUANTITIES FOR ALL CONTROL MEASURES SHOWN ABOVE ARE ESTIMATED AND HAVE BEEN INCREASED FOR UNFORESEEN CONDITIONS AND NORMAL CONTROL MEASURE LIFE EXPECTANCY. QUANTITIES SHALL BE ADJUSTED ACCORDING TO THE CONDITIONS ENCOUNTERED IN THE FIELD AS DIRECTED AND APPROVED BY THE ENGINEER. PAYMENT SHALL BE FOR THE ACTUAL WORK COMPLETED AND MATERIAL USED. **PAY ITEM 208-00071 IS INCLUDED FOR ANTICIPATED MAINTENANCE OF VEHICLE TRACKING PADS BASED ON THE SERVICE LIFE OF THE CONTROL MEASURE IN THE FIELD. THE USE OF THE MATERIAL SHALL BE DIRECTED AND APPROVED BY THE ENGINEER. *** F/A REFERS TO CDOT'S FORCE ACCOUNT PAY ITEMS. 13. BIOLOGIC IMPACTS AND DEWATERING A. ENVIRONMENTAL IMPACTS: 1. WETLAND IMPACTS: NO [DETERMINED TO BE NON JURISDICTIONAL) 2. STREAM IMPACTS: NO 3. THREATENED AND ENDANGERED SPECIES: N/A Print Date:10/28/21 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH2.DWG 07/05/21 30% DESIGN PLAN SET — STORMWATER MANAGEMENT PLAN Orig. Scale: N/A Vert. Scale:N/A (--) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG Engineers Surveyors CONTACT: ESTES * PARK Revised: — CDOT 23027 STEWART 425 West Mulberry Street,Ste 201 ILDRESS Detailer: — Fort Collins,Colorado 80521 (970� 773-77�P.E. — — — 1 KERRYH — C 0 L 0 R A D 0 Void: — Sheet Number 35 EnAurinpCommunityD�sipn ( ) — — Sheet Subset: SWMP Subset Sheet: 5 OF 7 83 \\\ ----_ \ \ \\ -`� —ter\�'� lli: l / /l / I /, ✓\J /I \ i- ¢ P_ � P pJ P - �- p Y \\ P $� / \'& IMIk \At \\\ NN \ IL. \ ---- —AR-- ---- --- , . —-,.., // \ 1 I \______—LOC�'�LC) & ,� \ _ ® I_ / \ A LOC LDc LOC °_ �� — `'r=` LOC __ oc .� , oc �� .a�ei i \ ok q.� � ili4 .� ..a,� _ �� �� fir "" \\ '��� --�rO".��d/1/l�1L.9711Ii/A �r � ` I.c-4_ �� p iv Ord �A�4+ � e� iF 1 \/` fiIFI �eu�A� -- » —— - \ IIMEW ` 4 1 —I S� - --7—Y 4� — Q'� -i-- - :i ® mane - "mil" yl••-�y ,A4r,ie" `y\_ Lt\ 1 y '�= c / yes\ �� I `+ , •f ;le — Lo — R s® ;iil\\ 'I U kt Aii,IA*, ‘04r= : 1011P-'''...- *41514, '14' -*/ , \ l _, g , / \\'\\\\\\ '\ \ ' \ \\\ i I i \ / \ \ \ \ II es N I \ I r 4,1141 20 0 20 40 Air. HORIZONTAL SCALE: 1"=40' LEGEND NOTES NORTH CULVERT INLET/OUTLET 1.EROSION CONTROL MEASURES SHALL BE FOLLOWED ACCORDING TO THE PROTECTION CD ESTES PARK ENGINEERING CONSTRUCTION STANDARDS AND SPECIFICATIONS CONCRETE WASHOUT AND CDOT'S STANDARDS AND SPECIFICATIONS. DIRECTION OF FLOW 2.ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED IN APPLICABLE AREAS IF NECESSARY AT THE REQUEST OF THE TOWN SILT FENCE '- 3.CONTRACTOR TO PROVIDE CONCRETE WASHOUT STRUCTURE(S)AS APPROVED LIMITS OF CONSTRUCTION L. �— BY THE TOWN. ►, , , ,v, RETENTION BLANKET ��jjjj�jj�j 4.VEHICLE PARKING,PROJECT STAGING,STOCKPILING,AND RELATED EROSION • • CONTROL BMPS SHALL BE LOCATED AND IMPLEMENTED AS DIRECTED BY THE TOWN.SUCH SITES MAY REQUIRE ADDITIONAL BMPS. SEED AND MULCH ;//////// 5.ANY DISTURBED GROUND SHALL BE RETURNED TO ITS ORIGINAL CONDITION '//////// AT THE EXPENSE OF THE CONTRACTOR. STRAW WATTLES SW II 6.ANY POLLUTANTS OTHER THAN SEDIMENT WILL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. ROCK SOCK RS 7.FINAL STABILIZATION,INCLUDING SODDING SHALL BE LOCATED AS DIRECTED BY THE ECS WITH APPROVAL BY THE TOWN. Print Date: 10/28/21 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH2.DWG 07/05/21 30% DESIGN PLAN SET A- Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 30% DESIGN PLAN SET - No Revisions: — STORMWATER MANAGEMENT PLAN SRT M405-023 SANDERSON SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - ESTES T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. (—) - - - - Detailer: - FortCollins,Colorado 80521 -(970) 773-7731 COLORADO Void: - Sheet Number 36 Enduring Community Design O - - _ Sheet Subset: SWMP Subset Sheet: 6 OF 7 84 \\` \ \. __-1 i^ ® — —// c� _ / \\ \W \ P, �\\ \` w c \ / Jam= _ - -----_-- _'—.,,• — • /�— // \ i`. ` \�, T— \\ Nv\I 't oev` \ �_w _ +� / I� \�— /—w, \�-e c c —c Fes\ N ��F/\ \ \ / \ J ! ® /' \ / e ----—WG---- w�----'"1 \ ---- — -- ----- \�I yil • P. l•'"�-- oc r� I I I SW oc S —�MM o� oc roc ,,,?Al , �, mii.7 v .. ocW LOC me iii • I�_ III -tit �� l E.,�® ri ---- - ,.:•::j ��� � lim�.. _ ,� �• A �� etc�!l�_ :�'�: r All ;;c: j::Ez -1► I I� LOc yes �„ �♦ i f — — \ I \ I —��' 1 I ------ � I. i _ _ vv /�� vv I -- h�1 4I A\ vv vN. �). I m -I / I v� \ I II i I ,--- v 1\ v\,,,, ,,�• • • Alleil 20 0 20 40 .411.- HORIZONTAL SCALE: 1"=40' LEGEND NOTES NORTH CULVERT INLET/OUTLET 1.EROSION CONTROL MEASURES SHALL BE FOLLOWED ACCORDING TO THE PROTECTION CD ESTES PARK ENGINEERING CONSTRUCTION STANDARDS AND SPECIFICATIONS CONCRETE WASHOUT AND CDOT'S STANDARDS AND SPECIFICATIONS. DIRECTION OF FLOW 2.ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED IN APPLICABLE AREAS IF NECESSARY AT THE REQUEST OF THE TOWN SILT FENCE '- 3.CONTRACTOR TO PROVIDE CONCRETE WASHOUT STRUCTURE(S)AS APPROVED LIMITS OF CONSTRUCTION �— BY THE TOWN. ►, , , ,v, RETENTION BLANKET ��jjjj�jj'j 4.VEHICLE PARKING,PROJECT STAGING,STOCKPILING,AND RELATED EROSION • • CONTROL BMPS SHALL BE LOCATED AND IMPLEMENTED AS DIRECTED BY THE TOWN.SUCH SITES MAY REQUIRE ADDITIONAL BMPS. SEED AND MULCH '//////// 5.ANY DISTURBED GROUND SHALL BE RETURNED TO ITS ORIGINAL CONDITION '/////a// AT THE EXPENSE OF THE CONTRACTOR. STRAW WATTLES SW II 6.ANY POLLUTANTS OTHER THAN SEDIMENT WILL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. ROCK SOCK RS 7.FINAL STABILIZATION,INCLUDING SODDING SHALL BE LOCATED AS DIRECTED BY THE ECS WITH APPROVAL BY THE TOWN. Print Date: 10/28/21 DB Job No. CDOT 23027 Sheet Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_SWMP_PH2.DWG 07/05/21 30% DESIGN PLAN SET - 4 Orig. Scale: N/A Vert. Scale:N/A �) 10/28/21 30% DESIGN PLAN SET - No Revisions: - STORMWATER MANAGEMENT PLAN SRT M405-023 SANDERSON SANDERSON STEWART (—) 01/14/22 90% DESIGN PLAN SET - ESTES T E S �� . PARK Designer: VJG Engineers Surveyors CONTACT: Revised: - CDOT 23027 ST E WA RT 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ) - - - - Detailer: - FortCollins,Colorado BO521 -(970) 773-773 C 1 COLORADO Void: - Sheet Number 37 Enduring Community Design O - - _ Sheet Subset: SWMP Subset Sheet: 7 OF 7 85 NOTE: PROVIDE LEVELING PAD, DRAIN PIPE, WALL ESTES PARK INFLOW t. BACKFILL AND CURB & GUTTER (CDOT ` RE E TYPE 2 SECTION IIB) REINFORCEMENT IN ACCORDANCE TO NEW PEDESTRIA 2,0' MANUFACTURER'S RAILING 5.0' STANDARD DETAILS SAW 1.5M y CUT V — — NEW VERSA—LOK (OR APPROVED 2.0% MICR 1 I� EQUAL) RETAINING WALL. HEIGHT / / \ �\//\/�'M1 VARIES 1.0' TO 5.0' \ //\\/\ \\�. EXISTING \ / GRADE —1- — — 6" THICK 2'6" CONCRETE WALk, 8" THICK AT 6 POTENTIAL FILL COMMERCIAL DRIVEWAYS 1 1/2"R. \ 14 1/2" TYPICAL SIDEWALK WITH VERSA-LOK a 2"R. RETAINING WALL SECTION a'+• �' �p EST[ fOT PARK INFLOW Gutter edge may be . NOT TO SCALE CUR & GUTTER (CD tapered or battered. M .A cv"N 2 SECTION IIB) (Typical for all Curb& (o I • • . " °Y•• . :, .; &Gutter Types) <• . . CO r5.0' 2.0' X f SAW VERTICAL -ICUT), PROPOSED /I� — GRADEbz: .,.. . . / /'. /G,/i EXISTING GRADE _ _ 6" THICK POTENTIAL FILL CONCRETE WALK, 8" THICK AT COMMERCIAL 30" DRIVEWAYS 18" 12' t TYPICAL SIDEWALK SECTION _ 4.5" __ 21.75" _ 3.75" I NOT TO SCALE — 13.63" 2R 0.5'' 0.13" a a• •d. . • < 6 ROLL-OVER (LOVELAND) CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS / STREET STANDARDS DATE: 03 O1/02 701 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS_PH2.DWG 07/05/21 30% DESIGN PLAN SET — . . DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors ESTES T E $ . PARK A R K ST E WART 425 West Mulberry Street,Ste zai KERRY HILDRESS P.E. ( ) — — — Detailer: — Fort Collins,Colorado 80521 (970) 773-7731 — COLORADO Void: — Sheet Number 38 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 1 OF 8 86 CLASS "A" BEDDING REQUIREMENTS o �//` TABLE I //\\ LOWER LIMIT OF SLOPING NOMINAL MINIMAL MIN. WIDTH A�% 1. I r,.f OR BENCHING OF DIAMETER(D) THICKNESS(dc) OF CRADLE(Bw) .�4�` TRENCH WALLS LOWER LIMIT OF SLOPING /-. 'w / �. CRADLE WIDTH �/► � OR BENCHING OF J 12"TSP 18" 4" Bc + 8' . �� TRENCH WALLS z 3 , •7frrr 21"TO 24" 6" 8 + 8" i J 12"TYP tic DENSITY COMPACTED BACK FILL �� DENSITY COMPACTED BACK FILLcc.,_. // HAND-TAMPED —_-` HANO-TAMPED 27'TO 33" 8" B + 8"z i cai —, (95X DENSITY AASHTO T-180) cw3 (95X DENSITY AASHTO T-180) o f�� -J36"TO 42" 10" 1.25 Bva1/2 BCr11%YI��Xa.i�� PLAIN OR EINFORCED m > 1/4 BcW / D 1,25 Bc z u I I CONCRETE(CONTINUOUS) M'/// iMI 8 / 48"&LARGER ' 4" c o a 4o,�0 '' 04ro°.��. Ic= 2000 PSI MIN. °� m 1/2 Bc '0 O'0' w , Ill4 a'�• .o_ do dc= DEPTH OF BEDDING BELOW BOTTOM OF PIPE FOR 11.00 :�O, 11 ° GRANULAR BEDDING MATERIAL wzderei .v•'.,..,•o .°••h� (SEE NOTE G.4 AND TABLE III), c CONCRETE CRADLE AND/OR DEPTH OF BEDDING ABOVE TOP PLAIN OR REINFORCED PIPE O.D. OF PIPE FOR CONCRETE ARCH. d2 - CONCRETE(CONTINUOUS) •C Ic= 2000 PSI MIN. w CLASS A NOTES PIPE O.D. CRADLE WIDTH 1.1 THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR CONCRETE ARCH CONCRETE CRADLE STRUCTURAL DESIGN OF THE CONCRETE CRADLE AND/OR CONCRETE STORM PIPE CONCRETE STORM PIPE CONCRETE ARCH. CLASS "B" BEDDING REQUIREMENTS - GRANULAR BEDDING B TABLE II Rd MIN. DEPTH OF BEDDING MATERIAL \/\\� BELOW BOTTOM OF PIPE /\ LOWER LIMIT OF SLOPING HAND-TAMPED BACK FILL(TYP.) PIPE SIZE - D. di d2 tl / OR BENCHING OF aeOp(� Og:Q•�(� FOR CONCRETE STORM PIPE. 3 o o'•+ 2w /` TRENCH WALLS 12"TYP 3. d'Vo1�7OD� �oDU°. Do°00p p°O^ V39;'6/2 �0�.0� O 18"TO 30" 6" 3" 6" = 12"TYP 'J.O Qe O b0'b' .G1,><y°g,'O.04CS BACKFILL(TYP.) Qa.•o• Os.,. o "'F. A. O...O R': ''d0Q O b FOR PLASTIC STORM PIPE. 4"0 It+ cl ,CS Qo ° (�O a g Q, `00�00 36"TO 60" 6" 4.. 6" z �F:lOr. s. o'aoxv •- °o .fl .. rrC1� y4? O 66"&LARGER 8" 6" 8" 0.0_09. •Q ,OoB� `^"'ab D GRANULAR BEDDING MATERIAL i cJai p 0 fl-^ GRANULAR BEDDING MATERIAL •A -F S)el p...aQp �OAp '� 4 (SEE NOTE G.4 TABLE III). •FOR ARCH OR ELLIPTICAL PIPE o F 6..'P,p O' D •O' .VO (SEE NOTE G.4 AND TABLE III). 1/2 Bc �-po0o �• l.o-00' QO D= SPAN DIMENSION, m W O':O.Oo.p- coo°O `73 o . .,©°b9 40- . A O . �10Q(j 63 d3 .,,oy `n.'�4oQo.4M 4i .O .c.oc B = PIPE O.D. 9 o p. , o.C/ oaQ. 'C :0• 6. cs., c Btl TRENCH BC MAXIMUMTRENCH WIDTH P O +WIDTH = PIPEO.D. +1}0" 8C PIPE 0.D. PIPE O.D. D = PIPE I.D. (OR SPAN DIMENSION FOR ROCK EXCAVATION ARCH OR ELLIPTICAL PIPE). IDEAL TRENCH CONDITIONS d I. d.d - DEPTH OF BEDDING MATERIAL PLASTIC STORM PIPE ' z 3 BELOW BOTTOM OF PIPE. B TABLE III B. / BACKFILL(TYP.) Bc 12" ,�- FOR PLASTIC STORM PIPE. •CLASS 67 GRADATION / HAND-TAMPED BACK FILL(TYP,) • ASTM C-33 OR ASTM D-448 /� LOWER LIMIT OF SLOPING 00O O°�° 000�./� FOR CONCRETE STORM PIPE. SIEVE SIZE R BY WEIGHT ,6.4.,�' OR BENCHING OF 12"TYP O O Oo O TRENCH WALLS O°0 0 e O�.,n �s 3/4" 90- 100 12"TYP TRENCH BACK FILL 11' o000 HAND-TAMPED IN p(�O O°o (/,(�' 3/8" 20- 55����/ 6"LIFTS. 1/2 BeO"o0O n0 D o0 0"� GEOTE%TILE FILTER(PER SPECIFICATIONS 02221) NO. 4 _ 0=10 GRANULAR BEDDING MATERIAL o0°p O (SEE NOTE G.4 TABLE III). O o Oo'o- q.• �. •�°DapaQ• .N,OOOs00 Oo�O o0o NOTE: THE PERFORATED SUB-DRAIN DETAIL MAY BE N0.8 0 5 1/2 Bc +O' A)' ' "• c�(I b4,.C) FOR FLEXIBLE PIPE -,o Ovo `y+ 0 di O (�oQ l000o O USED AT THE CONTRACTOR'S CONVENIENCE WHEN a ©ISPQ.a. *�.600a• d2 FOR CONCRETE PIPE_ ° O o p —1 GROUNDWATER IS ENCOUNTERED IN THE TRENCH. IT IS .o " :Q. •Q,•D0, p- 16" INTENDED TO PROVIDE A MEANS OF MAINTAINING DRY CLASS B NOTES dj .';4`_a .0.''0 o•O_0::o'`?=o y;0•.• O 0 o. 0 I CONDITIONS IN THE BEDDING TRENCH DURING 2.1 BELL HOLES SHALL BE EXCAVATED AT O QKI Vr CONSTRUCTION AND SHALL NOT BE USED FOR ANY ALL BELL AND SPIGOT JOINTS. MIN. 1/2 Btl 0 O 0 O O + OTHER PURPOSE. 2.2 SUB DRAIN PIPE TO BE AN ACCEPTED PIPE O.D. 3 O O/&0\' 6" PERFORATED PIPE CONFORMING TO q`/(1 n lull o(1 0,.,' APPLICABLE REQUIREMENTS OF THE IDEAL TRENCH CONDITIONS 1/ SPECIFICATIONS. CONCRETE STORM PIPE PERFORATED SUB-DRAIN 1-1/2"WASHED ROCK CDOT #357 STABILIZED TRENCH (6"DIA.MIN.) 2.3 BEDDING TRENCH BACK FILL TO BE SEE NOTE 2.2 COMPACTED TO 95%DENSITY, GENERAL NOTES- AASHTO T-180. G.1 THESE DETAILS ARE TYPICAL FOR NORMAL CONDITIONS. FOR INSTALLATIONS OTHER THAN THESE(SUCH AS EMBANKMENT, UNUSUAL OR UNSTABLE SOIL CONDITIONS OR TUNNEL INSTALLATIONS,ETC.)EXCAVATION,BEDDING AND BACK FILL REQUIREMENTS SHALL BE DETAILED ON THE CONSTRUCTION DRAWINGS. G.2 ULTIMATE BACK FILL LOADS AND STRUCTURAL DESIGN OF PIPE OR CONDUIT SHALL BE BASED UPON B d>TRANSITION WIDTH AS SET FORTH IN THE AMERICAN TRENCHING & BEDDING (CLASS "A" & "B") B I r) CONCRETE PIPE ASSOCIATION DESIGN MANUAL. G.3 FOR INSTALLATION OTHER THAN TYPICAL CONDITIONS,EXCAVATION,BEDDING AND STRUCTURAL REQUIREMENTS SHALL BE DESIGNED IN ACCORDANCE WITH THE REFERENCES NOTED(DESIGN AND CONSTRUCTION OF SANITARY AND STORM SEWERS WPCF MANUAL OF PRACTICE NO, 9,ASCE MANUAL ON ENGINEERING PRACTICE FIE CITY OF LOVELAND STORMWATER APPROVED: KWG DRAWING NO. 37,LATEST REVISION) AND AS ACCEPTED BY THE CITY. PUBLIC WORKS DEPT. CONSTRUCTION G.4 GRANULAR BEDDING SHALL BE HAND TAMPED IN 6"LIFTS AND SHALL CONFORM TO ASTM C-22 OR ASTM D-488 GRADATION SIZE #67(PER TECHNICALDATE: 8/17/07 S W-1 SPECIFICATIONS,SECTION 02221 AND TABLE III ABOVE). EIM STORMWATER DRAWINGS DRAWN BY: TBK Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231�ETAILS�H2.DWG 07/05/21 30% DESIGN PLAN SET - A DETAILS Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - LI Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK A R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. C ) - - - ' Detailer: - Fort Collins,Colorado 80521 (970� 773-7731 - COLORADO Void: - Sheet Number 39 Enduring Community Design ( ) - - Sheet Subset: DETAILS Subset Sheet: 2 OF 8 87 7 )(- -ill ` ` . ` ` .. +` ` . ` 4, Slope sidewalk to curb 1/4" . . . . . . . . . . ` ` •` •`••` ` . •` •` . ` ` ` `+ . . + . • . . . . Driveway . • .°." ° ♦ • .• NOTE: Construct sidewalk with joints at 10'intervals „ „ ., „ •. „ „ „ „ „ •.+ + + + + . * . *„ „ „ „ „ „ „*,. .f ._ a and aligned with scoring on curb. . ,y° ♦ • .4.• . . ` ` ` . .t.W` `: ` . . . . ` . . .`. , ATTACHED SIDEWALK DETAIL Detached Sidewalk Sidewalk .,`,`,. , . .. .�.�.W.�.W �. . .���.W.W. . . . . 2'min.` . Landscaping \l Attached Sidewalk Slope:Minumum "ft Maximum 3"/ft _Slope sidewalk to curb 1/4'per foot. _ _ _ _ _ _ _ I \-T.C. 2'-0" I 6'-0" I \` F.L. Min. 111 Lip • Variable a'. a 8"Commercial 1/2'Expansion 6"Residential DETACHED SIDEWALK DETAIL Joint Material 1/2"Expansion Joint Material Detached Attached 11 6, 1 Sidewalk'A:::.'..1..... ..::;" 'Driveway . Sidewalk . 1/2'Expansion 1 '` ! ) Joint material T R 1/a - .1/.4 SLAB THICKNESS • ' R1/4" • 4. SECTION A-A • 4. ♦ .. •.° ' .. °v ...: All Sidewalk Thickness Shall Be 6"minimum. • • . ♦ ,� ° '°. INSTALL IN LOCATIONS SPECIFIED NOTE: IN CHAPTER 22 WEAKENED PLANE JOINT EXPANSION JOINT 1.Sidewalk grade shall remain consistent across driveway 2.For driveway design requirements,see CONST.DWG.Series 706&707 3.This detail applies to Residential&Commercial driveways. NOT TO SCALE STANDARD SIDEWALK -- SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 4 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA /DRAWINGS URBAN AREA DRAWINGS / / STREET STANDARDS DATE: 02 17 15 1601 / STREET STANDARDS DATE: 04 O1 07 I 1602/ Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS_PH2.DWG 07/05/21 30% DESIGN PLAN SET — A.. DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E $ . PARK R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — ' Retailer: — Fort Collins,Colorado 8o5z1 (970) 773-7731 — COLORADO Void: — Sheet Number 40 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 3 OF 8 88 ..... r '.. Way/�n� X = Curb Transition Length,Varies* x(varies,See Plans W Atg�tof�w W W= Driveway Width(See Drawing Series 707) 1'min.2'max) T = Concrete Thickness-6"Residential, -I 1 1/4' r, d 8"Commercial. J 1 Pffac�e ; Attached Refer to Chapter 25 for minimum removal dimensions. 0 6' SECTION B-B 0 PERSPECTIVE n o Attached Sidewalk o 8 W=Width a C iv B F it►.►���������� ������� • �►'** Electro-Galvanized not See Drawing 1603 P) to' I �►����♦ � 1/2'Rolled Steel Tread Plate (diamond pattern) Q Dimension Variable '1 .1., .1., W W W W W N • • •.'•. r. •.'� .Y �♦♦♦♦♦ ♦..♦♦ - 1 • ,_ I Attached :►�����♦ ♦�^ �►��� ...; 1:12(max.). E 1:12(max.) .::....:1:... Sidewalk I ►�►b��i ab4����_ ���01- 4����4 • K Retaining Screws at I I'"•' C B •• • r •, '� A� ;, 4'-0'or as Directed • I I::. Detached Sidewalk �. • '' : Back of curb PLAN VIEW Notes: 1/2'Rolled Steel Tread Plate I Lip 1. Length of steel plate varies. L=1 1/4"x 1 1/4'x 1/4' 1/2'x 1'Flat Head Mach. See Note 3 y l A See Note 3 2. Chase and cover plate run from Screw Brass or Electro-gafv. See Note 2 See Note 2 Right of Way line to flow line unless e. ' '4.• finish 12'on center Varies* Driveway Width Varies* _ approved by the Engineer. '.+°;'' (typical both sides) Varies With curb walk,cover plate extends - , •.. Angle iron to be drilled and from property line to top of walk face. Q'•'. threaded to receive screw. *Ramp length not to exceed ° .* 15'-0",slope must be uniform. Concrete to be drilled to allow 3'#4 Bar Welded at 12"on screw to extend into the SECTION C-C a center,Nelson Standard Anchor concrete 51 s' or equivalent.(typical both sides) (typical both sides). J Expansion Joint if driveway Y2"min-2"max continues as concrete °' 1"AemftX')m 1:50(max.) o a : . ''.0 a ;'. i � NOTE F � 1/4"perft.a COMBINATION CURB, GUTTER, AND SIDEWALK 1. Concrete driveway shall be provided to the property line. I- Wa { 2" 2. 0"Curb Height,See Section A-A 3. Full Curb and Gutter,See SECTION A-A Standard Drawing 701. N.T.S. 6"VERTICAL CURB, GUTTER, AND SIDEWALK NOT TO SCALE } SECTION A-A (2 VIEWS) / STANDARD DRIVEWAY APPROACH ATTACHED WALK (TYPE II. STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS 706 URBANAREA DRAWINGS / } STREET STANDARDS DATE: 02 17 15 .2 SSTREET STANDARDS DATE: OS O1 21 709 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231JETAILSJDH2.DWG 07/05/21 30% DESIGN PLAN SET - A.. DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK A R K STEWART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) - - - ' Detailer: - FortCollins,Colorado s0sz1 (970) 773-7731 - COLORADO Void: - Sheet Number 41 Enduring Community Design ( ) - - Sheet Subset: DETAILS Subset Sheet: 4 OF 8 89 A 1 r 2'Transition(TYP.) / PAVEMENT MARKINGS / W W W IiigiaDDPC oOOOoOC W W W W z• ' CROSSWALK MARKINGS. W W W W (min)W WW WCinWAn Engineering study should be required before crosswalk markngs are installed in lxabons away %' W W W W W Curb from traffic stone.or stop signs.Continental crosswalk bars(1 b.x 9'typ)shall be placed adjacent W W W W W W W W V L to the projected 11owlne or abiMmg to existing crosspan A bar shall be placed centered on each lane e and in the center of each lane Lanes 5'wide or less shall no:rect..a bar centered in W W W W W W Flare. W the lane.It is important that the markings are in alignment with the access ramps/sidewalks Standard Curb I 4. W 4, 4, 4, W W W W W W W W W W W W W W W W W 1.5%9' Projected Flowllne(FL) and Gutter, W * * * * See Standard I W W W• W W W W W W Dwg 701 (TYP) Flare W W W W Detectable Warning 0'Curb Height, W W W W W W W W W W W W W W W W W W W W II I ,-. See Section(TYP * * W W W W W W W W BS(min) 0 / j�` zSTRIPINI". I STOP LINES. ,V°Von All Longitudinal Continental crosswalk shall ` Face stop lines(1.5'z Venable typ. 1I go°00C A / AllterminateLLongitudinal at the(lane) striping crosswalk only when inportant to iMicate the IS ec, O O ( bars--except the downstream bike pant behind which vehicles are °o°o� Pedestrian anewhlhahalterminatealthegpN Q�f� 4'(min)' i°o°oc7 Landing Area, return Ifaatoplineainplace- 4L angee'ar °pacementoftenshould man °o°o�� I See Note 2 SIDEWALK eopi empping Shen terminate at wide Lae ordinary to the in cross Palk e of and line (TYP.) �o°o°c Detectable B'white the absence of a marked �p°p°� Warning / ��1 crosswalk,the stop lme should be 1il ) o O 0'Curb I placed at the desired stopping point )0000„ n 9'horn a nearest edge of te than AO'or he Inteers...9 O O C PREFERENTIAL LANE SYMBOL midway bikeways PLS shall bIntersectron et5ed for dOaceement III 1Ay■u■�LY1 W W W Q \ downstream treamto convey tl shall be o Aiming ' o I .11■1 W W W W W W 8 While Line traffic that the b.lane exists. t 4'WhiteL W W W W W W shall be paced 4•down from the PCR 6 centered on the bike lane. ine 4ANOATORY MOVEMENT W W W W W W 4, l.[1 Frequency of placement between blocks is a matter for Engineerng F Mandatory movement lanes shall ,r, W W W W Flare �, W W W �, 2' QR18^t ad me a arking arrow marking,the `�C\ 1:y r1 Not Required wM lane her 4L J /� (aneizn�nietl by sig-use arrow ns Symbols I \W (�"' W W W W I<(m /1 lengths less than 100' - {I.1 w` 6 wads are B of more In height-- V.���Curb W W W W 1:20(max) IN C • use COOT apes(atipn sizes. W W W W W W ; . 1/2'per ft. t Broken unce�4..-white p 10'..30.Gaps `y^k�xlt Not Required with lama .i. 30 'L engths less than 100'. Lip of Gutter ;• i 3 PLAN VIEW T,see Note 8 -6: Line 4.white 1 2( i 'NT N.T.S. SECTION A-A B•whneI S•white Extension LineExtension—_y NOTES: N.T.S. 4'whae Extension une I 1 1. No joints are allowed in the flowline.Six inch wide curb or'dummy joint'may be tooled no closer than 6 inches r from flow line as shown. on curves Po tted exlenslon of lane edge wet same I E I as said downstream tine,2 segments,4. gaps 2. Pedestrian landing area required 4 ft length x 4 ft width,max slope in any direction is 1:50 orY,'per foot. 3. Joint pattern to be according to intersection gutter detail'or as determined by the local entity. _1 Dine 1 4. Wood float finish is required over the sloped surface of ramp and flares. as 1 4•Space 4'Ywlbw 5. Minimum ramp width shall be four feet,or the same as the widest adjacent sidewalk,whichever is greater,up to a maximum width of 8 feet. 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0'in the direction of travel.Material to be approved by local engineer Note:Two-Way Left-Turn Lane (TWLTL)Striping 7. T=Concrete thickness,6'minimum for entire ramp area. TWLTL striping is 4•yellow skip(10' line,30'gap),4"space,4"solid yellow NOT TO SCALE DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK STANDARD PAVEMENT MARKINGS W/TURN LANE LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS URBAN AREA STREET STANDARDS DATE: 08/01/21 1606 STREET STANDARDS DRAWINGS DATE: 07/01/21 1404 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS.PH2.DWG 07/05/21 30% DESIGN PLAN SET — A. DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lr Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E $ r., P A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) — — — ' Detailer: — FortstMul,Mulberry (970) 773-7731 — COLORADO Void: — Sheet Number 42 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 5 OF 8 90 3.-4"-1r1 WORD AND SYMBOL NOTES EDGE OF PAVEMENT OR LANE LINE 1.IF HEIGHT IS INCREASED OR DECREASED THEN ALL 1 VARIES 20" ' i)�: MEASUREMENTS CHANGE PROPORTIONATELY.EXAMPLE: L "H"MEASUREMENT FOR STOP IS REDUCED TO 4 FT.FROM 13'-2" / 8 FT.THEN SQUARE FEET 5.75(I/A OF 23.0 SO.FT.). L2.PAVEMENT WORD AND SYMBOL MARKINGS TRANSVERSE 8 VEHICLE DIRECTION OF TRAVEL AND LONGITUDINAL BE PAIDA CROSSWALKSQUARE LIFEE I CENTERED AND STOP LINES WILL BE FOR IN.SOUARE FEET �I I^N 4„ USING THEIR SPECIFIC BID ITEMS. IF^ III 7,-5 11.8" 1 l' 3.LETTER SPACING SHALL BE 8 IN.EXCEPT FOR THE LETTER"A"WHICH IS 6 IN.. (V ~ CO AREA= 16.1 SQ.FT. AREA= 27.5 SQ.FT. VARIES LANE LINE �• •APPROACH EDGE 4.USE THE MAKING WORD"BIKE"IF 6 FT.TO 8 FT.BIKE T m -1 3'-4" r TYPICAL APPROACH EDGE TAPERING VIEW LANES ARE INSTALED. r L� y -I Ea } 3.�„-1 r I F I8,_0�� M N r 2'-11.5"--1 I- 5.3„ 5'-9"�`>'`2yos„ TAPERING NOTES N L N cF t'A. l I. THE VEHICLETDIREECTION OF T TRAVEL SHALLFBEMTAPERED } I 9'-10" r 13'-2" 2,9„ �/ I USING A PUTTY KNIFE OR SIMILAR TOOL. I � N 6,_y, 6,_3„ A..'',, - zv-ao I a 2'g" VEHICLE DIRECTION OF TRAVEL I -oo L -( �./ DESIGNATED PAYMENT AREAS 1 O LL @ (4'-S.2" 4 4•"' 1 0 I IL6"-1I- ,C� TYPICAL APPROACH EDGE TAPERING PROFILE VIEW /�1 � �{ I•�11.8" .1 �„� FOR THE FOLLOWING H,W,AND S DIMENSIONS PAY: t1J -p u���� v r N M- o a) AREA = 12.1 SQ.FT. AREA =39.8 SQ.FT. AREA = 58 SQ.FT. - H = 4'WORDS BIKE-5.5 SOFT. LANE-6.0 SQ.FT. N CNJ O C C u w 'AD -I , r l f ' 1-I ', , '1 ,'� ONLY-6.0 SOFT. XING-5.0 SD.FT. i .U) ,:p • a rn c r LJnD 1 LJ rlJ�1 � D y � � �� � H = 8'WORDS Q �. 2 ID I DJ ( STOP-23.0 SOFT. XING-20.0 SO FT. N N W ' 8 8 8 B 8 L L 8 ONLY-22.5 SOFT. LANE-22.5 SOFT. _° ° ro ° L �, L L L II � J L AJl E LL C No L N = V _�u 1 1 1 J J READ-29.0 SOFT. BIKE-21.0 SOFT. E 4::1;) ff a rn W O) , _ I I I I I I II I BUS-18.5 SOFT. HWY-16.5 SOFT. Z M C . I~7-4" F�6'-8" I~T-0" I~8'-10" I~6'-3" I~5'-9" I~5'-4"�i I~10'-10" SCHOOL(IL)-33.0 SOFT. THRU-22.0 SOFT. 0) ° E ) E 0 C C7 9 SCHOOL(2L)-85.0 SOFT. PED-17.5 SOFT. N _ Q W O3= p0 .- N NORTH-30.6 SOFT. SOUTH-28.5 SD.FT. • Q � � � � � � . TV� V TD T7 1 ,[ n1 TnElV T F � 11Tt 0) 0 EAST-22.1 SOFT. WEST-23.7 SOFT. Il 3 03 E '2 as co .o co rD 6 8' 8' 8' 1 8' 8' 7' 8'mE C C , L L D L _ ` L L L L %with RR-69 SOFT. E%PRESS-41SOFT. W N m U w L y UJ V J J YIELD-23 SO.FT. V rn N o m a In 0 w -� I-- -' v I- I- � v - I~ -I � I~ > I rn 'o o £ o a'6" s'a" 6'-a" TYPICAL LETTER MEASUREMENTS ib x 0) ` C cD Y a 7,�„ 7,_8„ 6,_3�� 6,_3„ 6'_g"N a ° a:5 E Q c j •Cp p N N Ir 1 IIf - 4 11�1 3„ I--8.6'� W r A A J J C = p y, N I U ' 1BLUE }Im zo Ul N N p N6' 3 6„ 28" 20'N 0) CE cz NLflJ I(\/�' 11 N CV g 3 .0y J L V V 3�� tb" 1 H 5 S M I N C C 2 I ` N U N l= 0) 0) 0) C Li- 0) co Z 0) I 14'�" I~Il'_4„ 4'_2�� I~ 3'_3�� 1.6' _IL 4 l= 3" 24„� 3„ 0) C N N C N 1-LANE SCHOOL AREA = 11.9 SQ.FT. AREA = 10 SQ.FT. *WHITE 3"STROKE WIDTH(BORDER 6' -I�5 Et to rn = a E 0 C STROKE = 8" co E E O) c c c MAY BE 4"STROKE WIDTH) -i3.31- H=HEIGHT H=B' H=4' C C C C 58 2-LANE SCHOOL W=WIDTH W=1'-3.4"TO 1'-4" W=XX TO XX �, x X @ �, 6 E �' PAVEMENT MARKING WORDS AND SYMBOLS W m 3 > In L m 0 o In Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. I V, 1 I- CA EL Cl) O Q N Cl) Q -I •C Creation Date: 07/04/12 Date: Comments 2829 W.Howard PI. PAVEMENT Z - CV F- co oi Created ey:BCL O irk Denver,CO 80204 MARKINGS s-62�-I Last Modification Date:07/3l/19 Q \/ Phone:303-757-9436 N �izi7/ FAX:303-757-9219 Standard Sheet No.8 of 9 Last Modified By:EButta O Traffic & Safet En MKB CV N CV Last Ver.:MicroStaUon V8 Scale:Not to Scale Units:Engish O _ y 9ineerin 9 Issued By:Traffic&Safety Engineering Branch July 31,2019 Project Sheet Number: f y N r I STREET NAME SIGN LARIMER COUNTY(.... CONSTRUCTION REVISION NO: 3 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: OS O1 21 1411 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILSJH2.DWG 07/05/21 30% DESIGN PLAN SET - . DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - LI Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E $ . PARK A R K ST E WART 425 West Mulberry Street,Ste zaT KERRY HILDRESS P.E. ( ) - - - ' Retailer: - Fort Collins,Colorado sos (970) 773-7731 - COLORADO Void: - Sheet Number 43 Enduring Community Design ( ) - - Sheet Subset: DETAILS Subset Sheet: 6 OF 8 91 7 1 1/2"Dia.Std.Wt. 6„(max.) Welded Steel Pipe \` v Sidewalk Width - per Table 7-1 or 7-2 _ Slope up to match N finished pavement 1/2"Dia.Anchor Bolt w/heavy Hex Head Nut&Washer .. 1 Or Approved Equal " min. Depress ring 1/4"to 5/8"below 4„ adjacent finished street grade 6"x 3"x 1/2"Plate 1 Straight cut Or Approved Equal `_l + around ring . ..:. AT Cover Z ��li '. + ' - 4 1 1/2" N al asphalt , �i _ -- Noverlay or grade �_ 7 TO C7 o adjustment ii<� x. its Sidewalk 3 Z — iii �! E (VW Adjacent Grade o $ ,��e�== iii� ate co" b co I��—=• I&Wi:a:—• r steeper than 4:1 co 7� 1 � �i Concrete grade ring to match slope or finished grade Shim/Grout HANDRAIL DETAIL Existing base course Grade ring R=6"(min.) Support with Steel Shims -�„� and pack with High Strength / Manhole \ Grout NOTE: 1.Grout shall be a mixture of 100 lbs Grout mix,26 lbs water(3.12 Gal),and 100 lbs of sand conforming to ASTM C-35. 2.Manholes shall not be located in crosspans,gutters,or wheel path, TOP RAIL CORNER DETAIL 3.Shim and grout to make ring and cover flush with the finished pavement surface. NOTES: 1. The sidewalk width shall be increased by a minimum of 6"whenever handrail is used. 2. If a sidewalk is more than 30"above the adjacent grade,the handrail shall be used. 3. Open clearance between intermediate rails must be 4"or less. 4. Finish shall be either galvanized of semi-gloss enamel over a shop coat of metal primer. 5. When the slope behind the sidewalk is steeper than 4:1,the handrail must be used. 6. When slope behind sidewalk is less than or equal to 4:1 for a minimum distance of 10',a handrail is not required. HANDRAIL DETAILS STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS URBAN AREA DRAWINGS STREET STANDARDS DATE: 03 01 02 1101 STREET STANDARDS DATE: 08 07 00 1201 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS_PH2.DWG 07/05/21 30% DESIGN PLAN SET - A DETAILS Orig. Scale: N/A Vert. Scale:N/A () 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - LI Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK R K STEWART*. 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. �) - - - ' Detailer: - Fort Collins,Colorado 80521 (970) 773-7731 - COLORADO Void: - Sheet Number 44 Enduring Community Design ( ) - - Sheet Subset: DETAILS Subset Sheet: 7 OF 8 92 2 EACH 8"BLADES MOUNTED TO POST ri l WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS T I�Il 1 corE-3, Cross section ofpost SW ample 2A4 0 co, / \ STOPco R1-1"STOP"SIGN 30"DIAMOND GRADE.SIGN / MOUNTED TO POST WITH 1 EACH DRIVE RIVET • WITH NYLON WASHER AGAINST SIGN FACE(ON $ I TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2"HEX ° BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE)AND 2'-3' r O SECURED WITH 1 EACH 5/16"HEX NUT ON THE FROM FL Z BACK SIDE OF POST. ¢ Q W 2"x2"x10'OR12'-------ji C.) 12 GAUGE TELESPAR POST 2 0 CRITERIA FOR SINGLE POST o Max.Sign Panel AnchoriSNb* Post Size* °o 36'x36' 2.25'x2.25'x3-0' 2'x2'x12-0' _o 0 3-6'ABOVE GRADE ri _ * 12 Gauge 2-1/4"x 2-1/4"x 3 ANCHOR/STUB ° Street Curb—1 `z 2 1/4"Anchor (22F12A31) See Figure 16-1 NOTES: 1. Attach the sign panels tightly to the post and use 5/16"(ID)X 3/4"(OD)washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. 3. Signs larger than 36 inches in length or width require wind bracing and special post design. 4. Anchor Stub and post are square steel tube(perforated). 5. All"No Parking"signs shall be installed at 45°from Flow Line. 6. Stop sign to be installed at Point of Curvature(PC)for direction of travel. CSIGN POST LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08 O1 21 1401 j Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231_DETAILS.9H2.DWG 07/05/21 30% DESIGN PLAN SET — . DETAILS Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SAN D E RSO N SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E $ . PARK A R K STEWART 425 West Mulberry Street,Ste zai KERRY HILDRESS P.E. �) — — — Detailer: — Fort Colorado 80521e (970) 773-7731 — COLORADO Void: — Sheet Number 45 Enduring Community Design ( ) — — Sheet Subset: DETAILS Subset Sheet: 8 OF 8 93 10+50.00 11 +50.00 12+50.00 13+50.00 7605 7605 7600 7600 7595 I 7595 7595 7595 ELEV=7598.27 ELEV=7598.95 ELEV=7591.94 ELEV=7589.14 j,-- 7600 7600 7595 / -7595 7590 7590 7590 7590 41 /, ----- li A /- _ ------ . ELEV=7589.27 �--., f ROPOSED GROUND (TYP.) —I/ , �� 0 3-IN GAS ELEV=7587.32 03-IN 1 AS EXISTING GROUND (TYP.) ELEV=7592.56 ELEV=7586.70 7595 7595 7590 03-IN GAS 7590 7585 • 7585 7585 7585 06-IN WTR 03-IN GAS I6-IN WTR 06-IN WTR 06-IN WTR 7590 7580 -10 0 10 20 7590 7585 -10 0 10 20 7585 7580 -10 0 10 20 7580 7580 -10 0 10 20 10+00.00 11 +00.00 12+00.00 13+00.00 7610 7610 7600 II. 7600 7595 7595 7595 7595 i ,- ELEV=7594.58 -1 ELEV=7590.34 ii i ELEV=7587.95 ELEV=7602.63rii ELEV=7588.58 i 7605 -7605 7595 tip,-=; 7595 7590-- 7590 7590 7590 i/- —� 10 0 10 20 ELEV=7595.20 a 3-IN GAS\—ELEV=7590.96 __ 11 ----- ----• ELEV=7599.87 o 3 HORIZONTAL SCALE: 1"=20' • • VERTICAL SCALE: 1"=5' • • • 03-IN GAS 7600 _ -7600 7590 I . 1 „ _ 7590 7585 06-IN WTR 7585 7585 7585 06-IN WTR 7595 7580 -10 0 10 20 7595 7585 -10 0 10 20 7585 7580 -10 0 10 20 7580 7580 -10 0 10 20 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231J(SECT_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET - A CROSS SECTIONS—GRAVES AVENUE SOUTH SIDEWALK Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET - LD No Revisions: - SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S �•>. PARK R K ST E WART KER 425 West Mulberry Street,Ste 201 RY ILDRESS P.E. - — — Detailer: - Fort Collins,Colorado sos21 (970H� 773-7731 - - - C 0 L O R A D 0 Void: - Sheet Number 42 Enduring Community Design ( ) Sheet Subset: XSEC Subset Sheet: 1 OF 4 94 14+50.00 15+50.00 16+50.00 17+50.00 7590 7590 7590 I 7590 7585 7585 7580 7580 ELEV=7585.03 �/ / 7585 - kIll 7585 7585 7585 7580 Ili 7580 7575 7575 ELEV=7585.65 ELEV=7581.68 ELEV=7577.57 ELEV=7572.47 0 3-I i� IX - ' ELEV=7582.30 ,N.' ELEV=7576.75 ELEV=7572.01 7580 ' ItLjjjjjJihijjj7580 7580 7580 7575 7575 7570 7570 03-IN GAS 03-1 06-IN WTR 06 7575 7565 -10 0 10 20 7575 7575 -10 0 10 20 7575 7570 -10 0 10 20 7570 7565 -10 0 10 20 14+00.00 15+00.00 16+00.00 17+00.00 7595-- 7595 7590 7590 7585- 7585 7580 7580 ELEV=7579.24 ELEV=7574.23 ELEV=7585.81 ELEV=7583.90 7590 7590 7585 7585 7580 7580 7575 7575 ELEV=7585.94 1--�- - --- ' ----- - 10 0 10 20 -. I ELEV=7579.11 ELEV=7574.85 HORIZONTAL SCALE: 1"=20' ELEV=7583.65 0 3-IN GAS 0 3-I N GAS VERTICAL SCALE: 1"=5' 03-IN GAS 7585 -7585 7580 - —7580 7575 • -7575 7570 7570 06-IN WTR 06-N WTR 0 3-IN GAS I 06-IN WTR 7580 -7565 -10 0 10 20 7580 7575 -10 0 10 20 7575 7570 -10 0 10 20 7570 7565 -10 0 10 20 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231J(SECT_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET — A CROSS SECTIONS—GRAVES AVENUE SOUTH SIDEWALK Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S . PARK A R K STEWART 425 West Mulberry Street,Ste 201 KERRY HESS P.E. — — — Detailer: — Fort Collins,Colorado 80521 (970� 773ILDR-77�1 — COLORADO Void: — Sheet Number 43 Enduring Community Design ( ) — — Sheet Subset: XSEC Subset Sheet: 2 OF 4 95 18+50.00 19+50.00 20+50.00 21 +50.00 7575 7575 7575 7575 7575 7575 7570 7570 ELEV=7568.90 ELEV=7564.56 7570— v---- 7570 7570 7570 7570 7570 7565 7565 ELEV=7567.15' ELEV=7569.04 ELEV=7566.58 ' ELEV=7565.96 ��\II',_ �'-- ELEV=7564.91 0 3-IN GAS ELEV=7567.77 _--1 7565 7565 7565 • 7565 7565 -7565 7560 -7560 03-IN GAS 7560 1 7555 -10 0 10 20 7560 7560 -10 0 10 20 7560 7560 -10 0 10 20 7560 7555 -10 0 10 20 18+00.00 19+00.00 20+00.00 21 +00.00 7575 7575 7575 7575 7575 7575 7575 7575 ELEV=7570.90 ELEV=7566.74 - 7570 IIPI 'N‘` ,'' I 7570 7570 ' /'-7570 7570 7570 7570 -7570 \�-./ ELEV=7567.85 ;. / ELEV=7566.87 10 0 10 20 ELEV=7570.28 __ Mai ELEV=7568.47 ELEV=7564.25 HORIZONTAL SCALE: 1"=20' I .. VERTICAL SCALE: 1"=5' \3-IN GAS — 11 7565 7565 7565 - 7565 7565 7565 7565 -7565 03-IN GAS --- 03-IN GAS ELEV=7564.96 7560 7560 -10 0 10 20 7560 7560 -10 0 10 20 7560 7560 -10 0 10 20 7560 7560 -10 0 10 20 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231J(SECT_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET — A CROSS SECTIONS—GRAVES AVENUE SOUTH SIDEWALK Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET - Lf Designer: VJG CONTACT: Revised: - CDOT 23027 Engineers Surveyors E S T E S . PARK R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. ( ) — — — Detwiler: — Fort Collins,Colorado 8osz1 (970) 773-7731 COLORADO Void: — Sheet Number 44 — Enduring Community Design ( ) — — Sheet Subset: XSEC Subset Sheet: 3 OF 4 96 21 +59.16 7575 7575 7570 7570 ELEV=7565.23 I\ I\ �ti ‘s, ____ - \_ 10 0 10 20 7565 -- 7565 11 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' ELEV=7565.60 7560 7560 —10 0 10 20 Print Date:01/14/22 DB Job No. CDOT 23027 Index of Revisions As Constructed GRAVES AVENUE Project No./Code Drawing File Name:20231J(SECT_PROD_PH2.DWG 07/05/21 30% DESIGN PLAN SET — . CROSS SECTIONS—GRAVES AVENUE SOUTH SIDEWALK Orig. Scale: N/A Vert. Scale:N/A ( ) 10/28/21 60% DESIGN PLAN SET — LD No Revisions: — SRT M405-023 SANDERSON SANDERSON STEWART ( ) 01/14/22 90% DESIGN PLAN SET — Lf Designer: VJG CONTACT: Revised: — CDOT 23027 Engineers Surveyors E S T E S c, P A R K ST E WART 425 West Mulberry Street,Ste 201 KERRY HILDRESS P.E. CD — — — Detailer: — FortstCollins, yorado8osz1 (970) 773-7731 — COLORADO Void: — Sheet Number45 Enduring Community Design ( ) — — Sheet Subset: XSEC Subset Sheet: 4 OF 4 97 1 1� It Estes ir , , 2021 Year- End Report & . ,. 1.,,.. _ t. , 1 .„„i, ,! „. 1 IjoiLiak ~` ,,,,,,,,„ _ 2022 Preview ,....:._ _______7_, , .._ __, . ! Rft r _ .... �RED ROUTE 'd "' sTopE„o,Ra,k lf Transportation 1 YsRd CeM,T ae I " .. , _ zit. Advisory Board iii ,-- ®i. F January 19 , 2022 A EP I EP Staff Overview 1 . Ridership Data 2 . Stakeholder Engagement 3. Strategic Partnerships 4. Sponsorship Program 5. Grants, Grants & More Grants ! 6. 2022 Areas of Focus _ 1 ,, iii r , i 1 ,:: .:!!k,!:1?-7 ' OS • A ,pi, EP 2021 Ridership il. Route Total % Change Annual Cost per Deviation Service Prior Year Expense* Passenger^ Trips 2019 77,285 # Days 93 -5.8% $ 395,635.00 $ 5. 12 0 2020 18,912 # Days 121 -75.5% $ 198,332.00 $ 10.49 1 2021 57,713 # Days 175 205% $ 368,868.00 $ 6.39 8 Source: RMTM • The transit industry has been heavily impacted by the COV1D-19 pandemic. • Federal mask mandates are still in effect for all transit vehicles (per the TSA). • Most transit agencies in CO are seeing ridership of 50-75% of pre-COVID levels. • Estes Transit saw a promising return to ridership in 2021 (75% of 2019). I 2021 Ridership Data Bustang 2019 vs . 2021 BUSTANG TO ESTES EOS RIDERSHIP REPORT CY 2021 CY 2019 Season (19 days) Season (11 days) Route # (Departure Time) Total Avg/Trip TotaMAvg/Trip 201 (7:00 AM) 223 7.4.111 21ER 16.8 203 (8:00 AM) 371 12.411" 307 23.6 200 (3:00 PM) 280 9.3P 318 24.5 202 (5:00 PM) 348 11.6� 299 ill 23.0 Total 1,222 10.2 1,142 22.0 Source: CDOT EP 2021 Public Engagement Outreach Strategies: Melt � • ✓ Online Feedback Form ✓ Driver Survey 707 responses ✓ Rider Intercept Surveys ✓ Farmer's Market booth =^— ✓ Winter Transit Survey (English & Spanish) i; 0 What We Heard : SOocals • Excellent service with rare exception • `Just for fun" and "to park once" were the E 0� top reasons for using Estes Transit • Most ride because they "saw a shuttle" 27 Visitors • Please expand routes, service times and add more signage, great drivers I Strategic Partnerships Larimer County CDOT RMNP Mobility Committee Upper Front Via Mobility North Front Range TPR Range MPO Mobility & Access Priority Group EP 2021 Sponsorship • $ 13 , 375 in financial support from 18 sponsors • Two in-kind sponsors o Estes Chamber and RM Channel App • 5 new sponsors o Bank of Estes Park -- - o Estes Chamber t., ____qIIIIIIIIRBIIIk,ow ti o Estes Park Rent All �"" -- T : - - - . -0 o Hands Down Best Massage �, _ikt. r4, o Cocina de Mama r. << i. - i Av EP Grants, Grants & More Grants ! 1 . Coronavirus Aid , Relief and Economic Security Act, CARES • Federal stimulus, 2020 • $ 166, 623 (over two phases) • Administration / Operating only (no Capital) • Currently in grant close-out • All funds must have been expended by Dec. 31, 2021 2. Coronavirus Response and Relief Supplemental Appropriations Act, CRRSAA • Federal stimulus, 2021 • $361, 017 (over one phase) • Administration / Operating only (no Capital) • Grant agreement executed in November 2021 • Funds must be expended by Dec. 31, 2022 I Grants, Grants & More Grants ! 3. Second Electric Trolley • FTA 5339c grant, 2018 • $450, 055 total project budget (80% Federal/20% Local Match) • Due to supply chain issues, the delivery date of the second trolley has been delayed multiple times • Anticipated delivery date is Spring 2022 • Charging infrastructure has arrived 4. Trolley Bus Facility Grant • FTA 5339c grant, 2020 • $300,800 total project budget (80% Federal/20% Local Match) • Project kicked off in October • Nearing 30% design • 2022: Complete design, environmental review, contractor selection and possibly fall construction EP Grants, Grants & More Grants ! 5. Visitor Center Parking Lot Redesign / Mobility Hub • SB 267, 2021 • $1,286,880 total project budget (80% Federal/20% Local Match) • Finalizing grant agreement for design; RFP to be developed in Q 1 2022 • Equity Analysis submitted 6. 2022 Administrative & Operating Grant • FTA 5311 Rural Formula Funds, 2021 • Request for $60, 000 • Submitted; awards delayed • Could be annual source of funding EP 2022 Areas of F 1 . Summer service implementation & coordination with RMNP o Red Route (Trolley) service: May 27 - Oct. 16 (align with Hiker, paid parking) o Blue, Gold, Brown and Silver Routes: July 1 - Sept. 11 daily; transition to weekend only through Elk Fest o Green Route: July 1 - Elk Fest, weekends only o Exploring shared staff person w/ RMNP o Working on possible reinstatement of YMCA route o Continued focus on meaningful operational improvements 2. Bustang will be back in 2022 ! o Will mirror Hiker and Trolley (Red Route) service season o Adding direct connection to RMNP park-n-ride o No reservation needed (daily or season pass still required) o CDOT, RMNP, Town, Boulder City and County to partner on promotion I 2022 Areas of Focus 3. Managing existing grant funding & projects • Trolley #2 • Transit facility • CRRSAA • SB 267 • FY2022 5311 Admin/Operating*** 4. Investment in Planning o Pursue consulting support for development of new brand & strategic marketing plan o Pursuit of planning grants during FY 2023 Supercall (April) for Transportation Plan Update (to include a Transit Development Plan) and possibly for a Zero-Emission Fleet Transition Plan. Looking Ahead . . . 1 . Work with RM N P, RMTM and .. s.jatiriiiv:AW CDOT to finalize coordinated summer service. iir , _ s sr f ,. - f 2 . Continued conversations with Tim -_ - YMCA (will need TB e ! 1 process) . RED ROUTE 'd s;),Esss Park i ®..i: 1 Ysrta C\[eM�.T 3 . Active project and grant 1000 management. . . . Questions . IP 0