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Home My WebLink AboutPACKET Transportation Advisory Board 2021-7-21 4 EP TOWN OF ESTES PARIc_ Transportation Advisory Board Agenda Current Members: Belle Morris (03/31/23) July 21,2021 Lawrence Gamble (03/31/23) Gordon Slack(03/31/24) 12:00 PM—2:00 PM Vacant(03/31/24) Tom Street(03/31/22) Ann Finley(03/31/23) Linda Hanick(03/31/22) VIRTUAL—Zoom Scott Moulton (03/31/22) Vacant(03/31/24) The Transportation Advisory Board will participate in the meeting remotely due to the Declaration of Emergency signed by Town Administrator Machalek on March 19, 2020 related to COVID-19 and provided for with the adoption of Ordinance 04-20 on March 18, 2020 Options for the Public to Participate Remotely and Provide Public Input: 1. By Electronic Mail: Members of the public may provide public comment or comment on a specific agenda item by sending an email to publicworks@estes.org.The email must be received by 5:00 p.m.,Tuesday,July 20, 2021.All emails will be provided to the Transportation Advisory Board and incorporated into the minutes. 2. By Telephone Message: Members of the public may provide public comment or comment on a specific agenda item by calling (970) 577-3587.The calls must be received by 5:00 p.m.,Tuesday, July 20, 2021.All call-in information will be provided to the Transportation Advisory Board and incorporated into the minutes. 3. No public attendance at this meeting. PUBLIC PARTICIPATION DURING MEETING Options for participation in the meeting will be available by call-in telephone option or online via Zoom Webinar which will be moderated by the Transportation Advisory Board Chairperson. CALL-IN (TELEPHONE OPTION): Dial public participation phone number,Toll Free 833-548-0276 Enter the Meeting ID for the July 21, 2021 meeting 913 1736 3744 followed by the pound sign (#).The meeting will be available beginning at 11:50 a.m. the day of the meeting. Please call into the meeting prior to 12:00 p.m., if possible. Request to Speak: For public comment,the Chairperson will ask attendees to indicate if they would like to speak—phone participants will need to press *9 to "raise hand".The Chairperson will be moderating the Zoom session to ensure all participants have an opportunity to address the Transportation Advisory Board. Once you are announced by phone please state your name and address for the record. PUBLIC PARTICIPATION (ONLINE): Individuals who wish to address the Board via virtual public participation can do so through Zoom Webinar at https//zoom.us/w/91317363744—Zoom Webinar ID: 913 1736 3744. Individuals participating in the Zoom session should also watch the meeting through that site, and not via the website, due to the streaming delay and possible audio interference. Start Time:The Zoom Webinar will be available beginning at 11:50 a.m. on the day of the meeting. Participants wanting to ensure their equipment setup is working should join prior to the start of the meeting at 12:00 p.m. Request to Speak: For public comments,the Chairperson will ask attendees to click the "Raise Hand" button to indicate you would like to speak at that time.The Chairperson will moderate the Zoom session to ensure all participants have an opportunity to address the Transportation Advisory Board. • You will experience a short delay prior to re-connecting with the ability to speak. • State your name and address for the record. In order to participate,you must: • Have an internet-enabled smartphone, laptop or computer. o Using earphones with a microphone will greatly improve your audio experience. • Join the Zoom Webinar. o The link can be found above. • Click "Participate Virtually in the Transportation Advisory Board Meeting". • DO NOT watch/stream the meeting via the website at the same time due to delays and possible feedback issues. Documents to Share: If individuals wish to present a document to the Transportation Advisory Board, material must be emailed by Tuesday July 20, 2021 by 12:00 p.m.to the Public Works Office at publicworks@estes.org. AGENDA NEXT PAGE AGENDA Transportation Advisory Board Wednesday, July 21, 2021 12:00 p.m. 12:00— 12:05 Public Comment Chair Belle Morris 12:05— 12:10 Approval of June Minutes Chair Belle Morris 12:10—12:55 Downtown Estes Loop 95% Plans Public Works Director Greg Muhonen 12:55—1:15 Graves Ave. 30% Design Documents Pavement Mgr. Ryan Barr Engineering Mgr. David Hook 1:15—1:30 Bylaw Template & Policy 102 Discussion Chair Belle Morris 1:30—1:40 Parking &Transit Updates Parking& Transit Mgr. Vanessa Solesbee The Car Park GM, Matt Eisenberg 1:40—1:50 Engineering Updates Engineering Mgr. David Hook 1:50—2:00 Project/Administration Updates Public Works Director Greg Muhonen Adjourn Carlie Bangs, Town Board Trustee Liaison Greg Muhonen, Estes Park Public Works Staff Liaison Town of Estes Park, Larimer County, Colorado, June 16, 2021 Minutes of a Regular meeting of the Transportation Advisory Board of the Town of Estes Park, Larimer County, Colorado. Meeting held virtually on the 16th day of June 2021 . Committee: Belle Morris, Tom Street, Ann Finley, Larry Gamble, Linda Hanick, Scott Moulton, Gordon Slack Attending: Belle Morris, Tom Street, Ann Finley, Larry Gamble, Linda Hanick, Scott Moulton, Gordon Slack, Public Works Director Greg Muhonen, Engineering Mgr. David Hook, Parking & Transit Mgr. Vanessa Solesbee, The Car Park Matt Eisenberg, Rocky Mountain National Park John Hannon, Pedi-Cab Business Owner Ryan Hale, Town Board Trustee Carlie Bangs Absent: Chair Morris called the meeting to order at 12:05 p.m. PUBLIC COMMENT No electronic submissions of public comment were received prior to the deadline and no public was in attendance. APPROVAL OF MINUTES A motion was made and seconded (Slack/Gamble) to approve the May meeting minutes with edits and all were in favor. PEDI-CAB IN ESTES PARK (Ryan Hale, Pedicab Business Owner) Chair Morris introduced Ryan Hale, owner of the local pedicab business. Hale's participation and discussion today is intended to introduce members to another transportation mode as part of a multimodal discussion and share its successes and challenges. Hale shared that he owns Hale Pedicab. He stated that when he previously worked as a Community Service Officer (CSO), he saw someone walking from the parking structure to Performance Park at the opposite end of downtown. He concluded that short- distance transportation services would be helpful to many individuals. The pedicab business runs on zero emissions, using only leg power and serves the Estes Park downtown area. Additionally, pedicabs are made in Broomfield, Colorado. The original individuals operating Hale's Pedicab now both have employment that is not conducive to continuing the performance of short-distance travel services. The pedicab, when operating is now provided as a public service, with rides being free and tips being welcomed. Hale invested $6K in the pedicabs. While it is now more of a hobby, Hale would love to see 2 dozen pedicabs downtown. He was able to earn back his investment in the first year of pedicab service. Member Hanick asked if people have the ability to call and request a ride. Hales stated that those seeking a ride can contact 970-215-4030 to make their request. At this time there is no existing website or Facebook page, however business cards are available and much of his service is generated based on word-of-mouth. Member Gamble extended his appreciation for Hale's time in presenting to the TAB. He then asked Hale what demand he feels is accurate and how many pedicabs would be required to meet the demand. How many to meet the demand. Ryan - May — Oct service. Explained the business thoughts behind the plan, but hard to determine business potential. Member Slack recommended Hale attend the upcoming Bike To Work day to visit with other participants. Transportation Advisory Board — June 16, 2021 — Page 2 BYLAW TEMPLATE & POLICY 102 DISCUSSION (Director Greg Muhonen) The TAB has been working on bylaw updates for well over a year and have spearheaded much change. Muhonen shared that the recommended changes by TAB carried through to other advisory boards. The Code of Conduct and Job Description triggered broader discussion. Eventually the discussion resulted in a new template, with the Code of Conduct and Job Description being added to Policy 102 which is applicable to all Town advisory boards. Relating to process, the bylaws currently identify that if any revisions are made, 20 days must be allowed for review and comment. Muhonen asked the TAB to review the information, to be sent after the meeting, and be ready to discuss and vote at July meeting. Muhonen reminded the TAB that staff have limited discretion on changing the bylaws. COMPLETE STREETS POLICY DISCUSSION (Chair Belle Morris) Referencing last month's discussion, a street hierarchy needs determined. Morris requested Director Muhonen guide the discussion. Muhonen stated the thought process behind the suggestion for added discussion spun from a couple things. The first being the Safe Routes to School Task Force evaluated the pedestrian facilities within one mile of the school, and had many findings. Although it is not reasonable to add sidewalks to every street in Town, the policy doesn't clarify. It needs determined the types of transportation modes on defined types of streets. The determination basically comes down to the average daily traffic in a given location. There are a variety of modes that the policy does not address, making the policy not accommodating, but restrictive. Morris agrees that based on the Task Force's street survey, the improvements and desired upgrades would be very expensive and time consuming. The Task force identified a type of ranking and hierarchy during the walking audits which may be a good starting point. Member Gamble agreed and stated that the definition of a street, within the policy, is a bit broad and concurred with Muhonen that a hierarchy should be well-defined. Member Slack has understood that the current policy is working well, although only used a couple times. Muhonen stated the importance of defining this is due to the communications and comments that have been made indicating the policy is not being satisfied. TAB can attack this proactively and provide suggestions to staff or when staff is ready to implement new street standards, get involved at that time, either perform proactively or reactively. Slack further stated that Graves Avenue is a high-traffic street both for pedestrians and vehicles and suggested leaving it to Public Works to make the decisions on how to implement the projects. Morris stated that, for the Graves Avenue Improvements, the presentation only provided 3 options and the fact that there were no bike lanes was startling. The modifications to the designs were still not acceptable. Manager Hook offered his thoughts, stating that there had not been many applications of the policy. Although the policy was not created perfectly, these early applications have brought improvement opportunities to light and has initiated conversation. Work on the Complete Streets Policy will continue without great urgency. Morris agrees this is not a TAB top priority and recommended reviewing the policy again in December. Gamble stated that, based on feedback from Greg and knowing that the Complete Streets checklist has been used, there aren't many modifications needed. PARKING & TRANSIT UPDATES (Parking & Transit Mgr. Vanessa Solesbee. The Car Park Mgr. Matt Eisenberg) Parking: Eisenberg shared information about the paid parking program launch, improvements, and successes. Key Performance Indicator (KPI) Dashboard is now available on the Town's website. Transportation Advisory Board — June 16, 2021 — Page 3 Identified areas for improvement: The signs are too high, are hard to read, and it is difficult to scan the QR codes. Feedback has also been received stating that the signs are confusing. Compliance: The Car Park has not seen the level of compliance expected. There are 25-40% of vehicles that are not paying or are not displaying the proper permit. Although improved signage may help, there is also a need for increased enforcement. Estes Parking App: Individuals that own the newer iOS Apple phones are having difficulty with the app. The Car Park is working with their vendor to correct the issues. Public Outreach — The Car Park and Town parking staff continue to communicate with individuals around town. Eisenberg has been walking into businesses to ask how everything is going. Additional steps are forthcoming. Eisenberg then listed the successes with this year's program: • Since May 28 the free lots are up 48% in occupancy • When viewing the peripheral lots it is showing occupancy in the parking structure is up nearly 50% • The average revenue is at $5,614 per day which is good, but an increase is expected beginning in July • Mobile Payment Adoption is at 49%. Eisenberg shared that when working in Boise, Idaho the adoption was only at 20-30%. Solesbee stated that the Parking & Transit Division is also tracking all comments received from residents and visitors and qualitative perspectives to share with the Town Board. Member Slack stated that he has witnessed, when driving through the lots, that there are actually open parking spaces, specifically in the Town Hall lot which hasn't been seen in the past. This is a good sign and has achieved the desired result. Solesbee stated she's received this feedback as well. Member Hanick also feels the program is a success. She added that the only real problem is the Public Relations part of it, identifying that the signage definitely needs work. She reminded the TAB that the average reading is at a 4th grade level. Hanick also stated that the signs do not contain enough information, adding that they need hours of required pay and the charge. Managers Solesbee and Eisenberg are working toward solutions for signage improvement. Vice Chair Street has seen individuals lined up at the payment kiosks, adding some people don't know they can use their phone to pay until they get to the kiosk. Street is still hoping the congestion lessens as was anticipating being one of the points of paid parking. Eisenberg suggested that once the wayfinding signage is installed, it may help this situation. Muhonen will be working to establish traffic counts and has hired a traffic counting company to perform these measures. Once completed, Muhonen will perform a comparative analysis of past years. Transit: Solesbee shared that on July 3 there will be a ribbon-cutting for new trolley and the launch of Bustang services. Solesbee invited all to attend. Public Works would like to pursue FTA funding 5311 operating dollars. The Town is eligible and the Town's Grant Specialist Christy Crosser will help complete and submit the grant application. The additional funding totals $360K with no required match. ENGINEERING UPDATES (Engineering Mgr. David Hook) Manager Hook provided project updates since the last meeting. Parking Wayfinding: Phase 1 destination signage installation is complete. The Phase 2 directional signage is scheduled to begin with installation next week. This phase includes the street name Transportation Advisory Board — June 16, 2021 — Page 4 signs being installed that are located on mast arms, with the color and formatting of the other recently installed signage. Graves Avenue Improvements: A Virtual Open House was held since the May TAB meeting with 2 weeks allotted to provide input. There were also 2 different in-person open houses resulting in excellent turnout. The North side improvements received the highest ranks and the design concept is moving forward. The options presented have been merged resulting in the following plan: Extend the existing 5' sidewalk on the North side; slim down travel lanes; maintain parking on both the North and South side. Install 10' trail on the South side. This work will be done using a phased approach as the budget for this project has been far exceeded with the suggested changes. The next opportunity for a Safe Routes to School (SRTS) grant would provide for improvement not captured in the initial phase, as well as provide for trail improvements along Community Drive for trail connectivity. PROJECT / ADMINISTRATION UPDATES (Public Works Director Greg Muhonen) Muhonen shared that advisory boards have been released to meet in-person after the first Town Board meeting is held in-person, potentially occurring in July but may not be until August. There is a funding shortfall for the Community Dr./US 36 Roundabout. There is however a Federal Invest in America grant opportunity for $850K. Additionally there is an opportunity for a Revitalizing Main Street Large Project Grant with a cap of $2M per agency. An application has been made for $1.7M to aid in the funding of this project. Muhonen provided the TAB with an update on the 2022 Strategic Plan and 2022 Budget. A special study session was held on Monday to go through the proposed 1-year objectives. Once the information is received by Public Works, the information will be distributed to the TAB, allowing an opportunity to provide feedback to the Town Board prior to the July deadline. OTHER BUSINESS (Chair, Belle Morris) There being no further business, Chair Morris adjourned the meeting at 2:13 p.m. Megan Van Hoozer, Recording Secretary GRAVES AVENUE SAFE ROUTES TO SCHOOL r _ ,. . . _ . .._........_ _ . . . ' M\. • . _ i , . .„ , Pilteo is CC A 2' CURB f -" • • -V �'0.4 ~-• ' .r 0. n` r .�...; ' GUTTER � "' �"`t .. . r 10' SIDEWALK 5'r \ .SIDEWALK > . . ..,......, _ . ... II ki , , . -," \ 2' CURB •UNTABLE & GUTTE' URB 6' PARKING LANE 10' TRAVEL LANE 9' TRAVEL LANE ► • 4 NOT TO SCALE GRAVES AVENUE SAFE ROUTES TO SCHOOL SIDEWALK IMPROVEMENTS PHASE 1 ESTES PARK,COLORADO CONTACTS OWNER TOWN OF ESTES PARK,PUBLIC WORKS DEPARTMENT, SHEET TITLE ATTN:RYAN BARR, Cl.l COVER SHEET 970-577-3575 C1.2 LEGENDS AND ABBREVIATIONS C2.1 GRAVES AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN CIVIL ENGINEER/SURVEYOR/ SANDERSON STEWART C2.2 BRODIE AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN LANDSCAPE ARCHITECT 425 WEST MULBERRY STREET,STE.201 C3.1 GRAVES AVENUE SITE PLAN FORT COLLINS,CO 80521 C3.2 BRODIE AVENUE SITE PLAN 970-893-1688 C4.1 GRADING PLAN - - - - C5.1 PLAN&PROFILE-GRAVES AVENUE NORTH SIDEWALK - C5.2 PLAN&PROFILE-BRODIE AVENUE SIDEWALK WATER TOWN OF ESTES PARK WATER DIVISION, ON c6.1 DETAILS CHRIS ESHELMAN, ',( C6.2 DETAILS 970-577-3630 P� C6.3 DETAILS �2 C7.1 CROSS SECTIONS-GRAVES AVENUE NORTH SIDEWALK 9L SANITARY SEWER ESTES PARK SANITATION DISTRICT, (p NM DUELL, SITE 970-586-2866 UPPER THOMPSON SANITATION DISTRICT, MATT ALLEN, 970-586-4544 GRAVES AVE. ELECTRIC CO ESTES PARKPOWER& • o SITE iti‘ COMMUNICATIONS CATIONS DIVISION, 3 TYLER BOLES, c 970-577-3607 z FIBER TRAILBLAZER BROADBAND, 73 BRODIE AVE. — JOE LOCKHART, 970-577-3613 - 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 TELECOM CENTURYLINK, STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. JUSTIN WALLACE, -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN 970-381-8449 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. TDS, JASON PATRICK, 970-539-0592 PROJECT CONTROL BASIS OF BEARING: GAS XCEL ENERGY, CONSIDERING THE NORTH LINE OF LOT 21 OF REPLAT OF LOTS 11 THROUGH 16 OF EAST MULBERRY SUBDIVISION,COUNTY OF LARIMER,STATE OF COLORADO TO BEAR 560°53'22'E BETWEEN THE NORTHWEST CORNER,BEING MARKED BY A NO.4 REBAR JOD970- HUTCHINSON, WITH YELLOW STAMPED CAP STAMPED,BASED UPON UPS.THE NOATNST CAND T ER,BEING MFORT COLLINSDBYA GR UNEMREBAR WITH YELLOW 970 225 7834 VICINITY MAP PLASTICOORI CAP S YSTEM,LS WITH ALL ARIGS G.P.S.OBSERVATIONSEINL AND THE CITY OF FORT CLL GROUNDMA ER tilAIW COORDINATE SYSTEM,WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. 119114 PROJECT DATUM:NAVD88 ELEVATION:4942.21 FT NORTH BENCHMARK R-402 VERT ORDER-FIRST CLASS II MARKER: DB=BENCHMARK DISK SETTING:41=SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK STAMPING:R 402 1984 STABILITY:A=MOST RELIABLE AND EXPECTED TO HOLD STABILITY:POSITION/ELEVATION WELL HISTORY-1984 MONUMENTED NGS PREPARED FOR: STATION DESCRIPTION DESCTOWN OF ESTES PARK-PUBLIC WORKS DEPARTMENT IN FORT COLLINS,ED BYNATIONALTHE JUNCTION OF SURVE STR9 IN FORT COLLI AT THE JUNCTION OF 9TH STREET AND LINCOLN AVENUE,IN THE EAST EDGE OF THE CONCRETE FOOTING FOR HIGHLINE TOWER NUMBER 29, P.O.BOX 1200 47.8 METERS(156.8 FT)NORTH OF THE CENTERLINE OF THE AVENUE, ESTES PARK,CO.80517 22.3 METERS(73.2 FT)WEST OF THE CENTERLINE OF THE STREET,AND 0.2 METERS(0.7 FT)WEST OF THE EAST EDGE OF THE FOOTING.NOTE-THE FOOTING IS 96-INCHES IN DIAMETER,26-1/2 FEET DEEP AND SET INTO 9 FEET 3 OF BEDROCK PLEASE NOTE:THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 T PROFESSIONAL ENGINEER CERTIFICATION UNADJUSTED FOR HE[R VERTICAL DATUMS. A THESE CONSTRUCTION PLANS FOR ALLEN SERVICES PLUMBING&HEATING WERE PREPARED BY ME(OR LARIMER COUNTY DRAWING REVIEW UNDER MY DIRECT SUPERVISION)IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD STANDARDS IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATION SHOULD BE USED:NGVD29 AND THE STORMWATER DESIGN STANDARDS FOR LARIMER COUNTY." UNADJUSTED=NAVD88-2.84. ru ENGINEER'S NAME: JOHN E.TUFTE,PE 5 REVIEWED BY: COMPANY: SANDERSON STEWART rc MONTH,DAY,YEAR SANDERSON AIWALARIMER COUNTY ENGINEERING DATE LARIMER COUNTY INDEMNIFICATION STATEMENT E W A R THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS.REVIEW BY THE ENGINEER WHO HAS PREPARED THESE PLANS,BY EXECUTION AND/OR SEAL HEREOF DOES THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. HEREBY AFFIRM RESPONSIBILITY TO THE COUNTY,AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS,AND APPROVAL OF THESE PLANS BY THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON-SITE IMPROVEMENTS THE LARIMER COUNTY ENGINEERING DEPARTMENT SHALL NOT RELIEVE THE ENGINEER WHO HAS WHICH MAY BE SHOWN.THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC PREPARED THESE PLANS OF ANY SUCH RESPONSIBILITY.FURTHER,TO THE EXTENT PERMITTED BY 4 IMPROVEMENTS ADJACENT TO THE PROPERTY.CONSTRUCTION OF ON-SITE PRIVATE LAW,THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY LARIMER COUNTY,AND Enduring Community Design IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORSHEET OR STUDY(S),FINAL ITS OFFICERS AND EMPLOYEES,FROM AND AGAINST ALL LIABILITIES,CLAIMS,AND DEMANDS WHICH rc DEVELOPMENT PLAN(S),SPECIAL REVIEW(S),AND BUILDING PERMIT(S)ARE COMPLETE,APPROVED MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THE PLANS. AND ON FILE WITH LARIMER COUNTY. 3 PROJECT NO: CDOT 23027 I 30% REVIEW - NOT FOR CONSTRUCTION 425 West Mulberry Street, Ste 201 I Fort Collins, Colorado 80521 I 970.797.2504 I sandersonstewart.com o C LINETYPES ABBREVIATIONS �11/ a�y EXISTING PROPOSED AC=FINISHED GRADE AT ASPHALT PC=POINT OF CURVATURE BC=FINISHED GRADE AT BUILDING CORNER PI=POINT OF INTERSECTION Z ~ el EASEMENT LINE STORM DRAIN O � C RIGHT OF WAY LINE CURB AND GUTTER BRK=GRADE BREAK POC=POINT ON CURVE g MAJOR CONTOUR EDGE OF ASPHALT BFV=BUTTERFLY VALVE PRC=POINT OF REVERSE CURVE Cl) \ E O MINOR CONTOUR EDGE OF GRAVEL BVC=BEGIN VERTICAL CURVE PT=POINT OF TANGENCY S 0 CS=CURB STOP PVI=POINT OF VERTICAL INTERSECTION W W rn — — EDGE OF ASPHALT 3157 CONTOUR Z C EA=FINISHED GRADE AT EDGE OF ASPHALT RED=REDUCER OVERHEAD ELECTRIC LINE �' / / / / / / / / / ] DEMO AREA 0 Z v/1 I EC=FINISHED GRADE AT EDGE OF CONCRETE RT=RIGHT FBI '3 -E ELECTRIC LOCATE PROPOSED ASPHALT C — EVC=END VERTICAL CURVE SD=STORM DRAIN V Q 11J X X— FENCE PROPOSED CONCRETE Cr)EW=FINISHED GRADE AT EDGE OF WALK SDI=STORM DRAIN INLET = () 0 0 CHAIN LINK FENCE I PROPOSED GRAVEL EX=APPROXIMATE EXISTING ELEVATION SDMH=STORM DRAIN MANHOLE re -Ini -FO— FIBER OPTIC LOCATE FL=FINISHED GRADE AT FLOWLINE SRVC=SERVICE —•••—•••-- FLOW LINE Z FT=FEET SS=SANITARY SEWER —OAS GAS LOCATE 0 FG=FINISHED GRADE SSMH=SANITARY SEWER MANHOLE EDGE OF GRAVEL GR=EXISTING GRADE AT GROUND TC=FINISHED GRADE AT TOP BACK OF CURB V Ce ———— PIPE 0 GV=GATE VALVE TW=FINISHED GRADE AT TOP OF WALL iiil SS— SANITARY LINE LL. HP=HIGH POINT WTR= WATER -1Y— WATER LOCATE z 1- LF=LINEAL FOOT (TYP.)=TYPICAL O o LT=LEFT Z o 6 ~ w o KEYNOTE CALL OUT L = p M 4 �(SEE KEYNOTE LEGEND) z 7. W W m 0Q 0 0 0 W 12 L x o 3 Lij u O U O M z W J J 8 L Ii a S O SYMBOLS J 0 0 04 SANITARY MANHOLE X STEEL POST V GAS MARKER I T-POST LA CC CURB CUT W WOOD POST 0 I O MAILBOX DECIDUOUS TREE LA ® FIBER OPTIC VAULT CONIFEROUS TREE W O TELEPHONE PEDESTAL ql) LANDSCAPE ROCK 0 Ce ESv VALVE BOX )' HANDICAP RAMP W 00 ELECTRIC VAULT 0— FENCE GATE LPL ® ELECTRIC BOX I SIGN Z I 0 W 3 C GUY WIRE • FOUND MONUMENT AS DESCRIBED Z ITQ pi POWER POLE • CONTROL POINT W E, go 221 ELECTRIC TRANSFORMER a > Si Q 0 pQ WATER VALVE (/) 0- U C L& V FIRE HYDRANT W < Q a p w 22 p g G WATER SHUTOFF VALVE W ,,nn ¢ le, w o V N T. U) J t';, WATER MANHOLE NOTE: C 1■2 -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 SSTRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. ri -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. b NORTH SIDE GRAVES AVENUE SIDEWAii.,E.,<,X:E...„N:,,,SI,O. N y \ \ i1i Z� o cc O I I \ 10.00'UTILITY EASEMENT \ LANDSCAPE LO REC.NO.85024471 y ` E TIMBER RECTANGULAR 1181 GRAVES AVENUE DEVE I S RAPID FLASH BEACON OWNER: O'RILLEY ENTERPRISES,LLC 0 \ FOUND#4 REBAR 10.00' TY EMENT 1191-1203 GRAVES AVENUE LOT 11 W W of 4 WITH YPC R0.3 OWNER: MULTIPLE PARTIESLOT 10 1221 GRAVES AVENUE C/ / \\ BLOCK WALL LANDSCAPE ROCK SH UBS DEVILLE LDEVILLE OWNER: SCOTT MILLER Z QHORIZONTAL DATUM: _ - -- -__-_, _ _^ 1 : s, .� -_ _ c_ KEWAD \\ LONCI MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE ��, - _ - _ -- �P' =- - _ -_ -_-___ -_- . Z SCALE FACTOR 1.000401381(0.99959878) � �� // �_ / �- / .411 -� � s - -- -- i \Lv-�=� VJ VERTICAL DATUM: v v / + vN GRAVES A U ,/Q� N N / `N \ \ \ N �?sa >sas� ses� seams >ea - N NGS VERTICAL BENCHMARK COLLINSON \\\N \' c\ \ \ \ (50\ROW \> \>s s '� \ - PPE UWDEfi TIMBERS ELEVATION=7497.80(NAVD88 VERTICAL DATUM) \ / .� 's w•, `Cz s- - -- \\ \ /\ s w \ \ \ \ SSMH 1930 I Ilie -IMMI [, r o >s9 s s9 \\ \ / //\ ` s s/ // J _� w \ RIM=7585.97 w— BLOCK WALL \ NOTES: / O Z.:n°^/ >eO( M. A - t� , %._ �" �_ �� / / /.. w Y/ 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC ) , _ w FO RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. i I p��Z - A�j'�4' \ —/ _ sg�I7s9a �� / v Fo 1 FOTINB��!4 B€BAR ® •�� '1 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, I �G \ w \ T \ ��I �� 3. ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY .c` -_/G / \ 1 I _''''-- --_- i �' / 1MTH-O2�P" _ ->Sps I I ® ��LL`-/IS// I CONSTRUCTION OR OTHER IMPROVEMENTS. 1 „� ------'- \ 1 \ > ® _ " FOUryD p4 REBAR \ O }�� ;� 05--- �� 1d� �� I +� ` F..:' A YA7H1IOPc(Ls 26974 V DEMOLITION QUANTITIES: / \ \I / _ / l 7 10.00'011 Tv EASEMENT \ r i / S SIGN 1 \ I \i HICLES ° / ONE STORY ONE STORY / CHASE 1. STRIPING / _ - --�,>' I REC.NO.20050011972 ]i CHASE LANDSCAPE COMMERCIAL \ \ I �\ SIGN\...* Q' LAND AP 'G COMMERCI TIMBER \I \, ISTONE RIDGE CONDOS O lie 111 A. 1084 LF DOUBLE YELLOW CENTERLINE STRIPING / \ \ s 71 B 600 ST.VRAIN AVENUE LANDSCAPE 5.00'DRAINAGE EASEMENT B. 1795 LF WHITE SHOULDER STRIPING \ \ A \\ ` _I h OWNER: MULTIPLE PARTIES 15.00'UTILITY EASEMENT \ //\ p ��W PO WOODEN SIGN SCHOOL ZONE TIMBER / REC.NO.20060005719 REC.N0.20060005719 OWNER: JAMES ARNDSON C. 70 LF WHITE TURN LANE STRIPING \. o•, A\\ 9,, \z,, ' ASPEN WOOD SIGN LL D. 35 LF WHITE STOP BAR _\ i6 \\ \ \ \ G PROFESSIONAL CONDOMINIUMS 10.00'UTILITY EASEMENT/ 1180 GRAVES AVENUE ` 10.00'UTIUTY EASEMENT OUTL_O• E. 2 EA LANE DIRECTION MARKERS \ \ REC.NO.20060005719 I OWNER: GRAVES AVENUE PLAZA,LLC REC.NO.20060005719 STONE F p t 2. CONCRETE-138 SF \ ',/ / i 3. ASPHALT-374SY I LANDSCAPE LOT 34B 4. ASPHALT SAWCUT-600LF TIMBER CONDOMII 0 AMENDED PLAT OF LOT 34A MANFORD ADDITION I Z � � \ AND LOT 34A BONNIE BRAE ADDITION OF THE o E \ \ \ AMENDED PLAT OF A PORTION OF LOT 34 = o MANFORD ADDITION AND A PORTION OF LOT 34 ` \ \ BONNIE BRAE ADDITION 11 3 " M \ W 3 L o o a �I > o0 LLI —�/ 30 15 0 30 60 SCALE SHOWN IS ACCURATE WHEN \ 12 a N _, PRINTED ON 22X34 SHEET WITH 1:1 II II p r PLOT SCALE.DOUBLE SCALE ON \ a S w NORTH SCALE:1"=30' 11X17 SHEET WITH 1:2 PLOT SCALE. 0 „ Z O g NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION en �I z G IT 0_ Cg 0' -J 0 EASEMENT 1210 WOODSTOCK DRIVE OWNER: ESTES PARK HOUSING AUTHORITY z 024471 OWNER: INSELF STORAGE 8,LLC V LOT 12 toss fi I` \\� --557556_ _ DEVILLE l�EE ro'BE- 75 --- _--________-7559-'___, ..\ EXISTING MAILBOXES T R 7561-----1 J----I, 24"TOS -7ssosss 1 ,- 55_ J 1191-1203 GRAVES AVENUE LOT 10 LOT 11 1221 GRAVES AVENUE 10.00'UTILITY EASEMENT REMOVED AND Ft4U TED \_ E�IOVEB --J562_ Tsai --_- OWNER: MULTIPLE PARTIES -- �L=7 61.42 I - b — — — DEVILLE DEVILLE OWNER: SCOTT MILLER NO_38657 - _ \\ F�UNR y4 REBAR/ _- - ea- � __7wz- (/) O v- -s,n-Of?.,__ _ \\\ -WITH RI LS 3790--24.:CMP -__- 7ss4_--_ ., _ -_ 9 ® W E KEYPAD \\\ 7s7� _ a - - \� TryA \\ I CONDUIT FL 7564 51 -__ -�� 24'_ADS- =./ -_- -SSMH�10579 .�h ® Q - rP it, i FLissl s2 , RIM�ss1. I/. H MIZ� - `,.. . ---_ ' .L im- 3 OK, T �I,'N _--- -5i �� - F+ -'iv w_ -i�i�� '.AA - o'�'� z T9l�si /` �_S� y;� UIT r \"R oivr_-- ,-__ 2 a \ -- --- --— -� \ a _ t. \> >s >s >s �I. JLR-� II - ��o � ! -�! .__ ll O z >e. >sas._ sss� a,. - ...vim...».®» _ _ _ ___ _-.- _.-. _ _ - .__ ___ - 1MBERS '� �� a\ N \ N NN N N '> - 20 MPH SIGN - \ \ 0 N W O \ N N' ii 0 BE RELOCATED 3 STOP SIGN--- N N A A N. v�- - - ' >s o - - _ - - es_ w� _7552- OL - 1 \ \ TO BE RELOCATED Liy H \ \ SSMH 1930 I BILOCK WALL I ss -, ,^s F s> s>I pp >6 Z O 0 ) I RIM-7585.97 W— �- 1 \ \ r 'F r c I J_ / > I FL 2T56764 çDAHEAD\ GRUE L. I ALLNUTT SIGN \ s1360 GRAVES �75 G / W ' w o / 2 / •_- -=',Fo -W/ i w 1 / s I �50' RnW� qrN �\ �w=� O P — 0I ' �\ �.�11_ 'Ilk --\ - - -___- _ - - n� -�\wt ,,,,_.—...> _*. \ i F. L+�sl Fo ms° — — r ® ® ) / -FOUND M4 REBAR \ L \ \ .__ _ _ \ ll� �'�II I-- p z+ df�B!\R ® a; 1 l �1 L-LJ MTH BROKEN PC I --\mom—m T / —» b_}J' -7s7o�ass r — — — — I Z F 0 r 10 �•tis �SsGg1 °r c7sa7's--4.'---na `"1 FOUryD/4 RF�AR \ ( y / I` DIRT CmVERINGT TWO S70RY FRAME I \t2"CMPJ m r- \\ \ / G ---- \ /I \ .-.•,. •, - \_ �\ -7sss -J LLI Z VI ....f P u STONE W „�F•'`�W. \ 1 WITH 1IOPC,LS 6974 �SMH�1,0951 l II } r 'p Z7- A HALT MULTI UNIT RESIDENCE I FL- 569.21 \ / / / 10.00'UTILITY EASEMENT y'" , W X I \ RI 75 70 / \ I \ V \ LANDSCAPE TIMBERS \ > O W SIGN \ I \-. / / I \ '. I \ 30'X\30'LIFT STATIEJN EASEMENT' REC.NO.94071574 AND LANDSCAROCK w J W '� I ONE STORYI CHASE LANDSCAPE ONE STORY \/ \ CHASE \ ,- \ \ 6.00'ROW'RESERVATION I \ \\- r I REC.NQ.94071574 19.W'UTILITY EASEMENT I \ _--_ SSMH 1JJ438 q Q OU COMMERCIA COMMERCIAL 1 \ I 81706 P728 1280 GRAVES AVENUE \ L REC.NO.94071574 \ RIM=9565.20 TIMBER \I \ 1 \ 7 �' -755s a Z 5.00'DRAINAGE EASEMENT I ISTONE RIDGE CONDOS I \ --I I I [�7 T� I�I \ LOT�-\ N Y W 15.00'UTILITY EASEMENT OWNER: JAMES ARVIDSON ♦/ REC.N0.20060005719 REC.N0.20060005719 /� \ \ I LANDSCAPE7IM \I I \ I \ EPOC SUBDIVISION �\ W z > LOT 32 \ OT 1 AND LANDSCAPE ROCK III �I I \\ \ d 1180 GRAVES AVENUE 10.00'UTILITY EASEMENT OUTLOT A _- ----__ �' ¢ '� W OWNER: GRAVES AVENUE PLAZA,LLC REC.N0.20060005719 MANFORD E 50C NBDFVISION / \ w w > STONE RIDGE ADDITION 1350 GRAVES AVENUE I- Ei LOT 34B I CONDOMINIUMS STONE RIDGE 1302 GRAVES AVENUE OWNER: JEFFREY CRONA EM o x ill AMENDED PLAT OF LOT 34A MANFORD ADDITION I STONE RIDGE CONDOS OWNER: ALLNUTT FUNERAL SERVICES,INC. V v d w c7 AND LOT 34A BONNIE BRAE ADDITION OF THE GINNER: JAMES ARwosc00NDOMINIUMSIl AMENDED PLAT OF A PORTION OF LOT 34 I =1 k MANFORD ADDITION AND A PORTION OF LOT 34 e 2■1 BONNIE BRAE ADDITION E No I JAL- - - ��'yyII a E15:4°3 EXXIS'ING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO TH 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 b 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. U Z pC C 0 g y3 ce ci LU LU co Z o '- L 0 N HORIZONTAL NADATUM: Z '� MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE FI C SCALE FACTOR 1.000401381(0.99959878) V LU VERTICAL DATUM: NGS VERTICAL BENCHMARK COLLINSON M N ELEVATION=7497.80(NAVD88 VERTICAL DATUM) 11 NOTES: 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC BRODIE AVENUE SIDEWALK EXTENSION 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, 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. LII)DEMOLITION QUANTITIES: 1. CONCRETE-564 SF 12 2. ASPHALT-28 SY 3. ASPHALT SAWCUT-138 LF / TREE AND VALVE BOXES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION Um O L I //� // LIGHT POLE TO REMAIN AND BE 0 2- L n I �/ PROTECTED DURING CONSTRUCTION o' XI I� 6 Z O O / n A ' '''''ill./ _A___z___—e6 / V) - / / / eye'may; / I \ Z - > ' , I / S �\ ,�y / 1 \ W A f Z ,, S'�,' '1�� // / / /rN,','''/ i + \ W o ! N o0 0 M / 4( ; \ \ > u I'� S/ •// / OA 7 \ 0 ./ 4., / / ( I 1 W �J i/ ) .n!I / \ ��"� I I I w/ ^> 'Oi� I "_ / IT ,, % O g Li] u SECURITY SIGN TO BE i i \ QZ REMOVED AND RELOCATED :.el I /,i�� I I 1 I O j LANDSCAPE ROCK ,I1''II p a ' ' 7 tL3'I/ / / / Z Q TO BE REMOVED - it -' / ` wl 1 _ ago / F RETAINING WALL TO REMAIN AND BE _ 114„/f /� / / - (� PROTECTED DURING CONSTRUCTOR - „J1.._; W n F J< N O 0 Q l IT a 6 d J 0 0 = z V (1) O z O (n 0 W Z H 0 0 SCALE SHOWN IS ACCURATE WHEN 0�/ Z PRINTED ON 22X34 SHEET WITH 1:1 et V) PLOT SCALE.DOUBLE SCALE ON Z 11%17 SHEET WITH 1:2 PLOT SCALE. W 0 U- F .1 f�� 30 1=0 30 60 a 0 SCALE:1"=30' W V 0 2 M o z 2 H NORTH LLI w g V Lg > w 0 w Q 0 LU V D a Z r YJW z Ce > J .i a_ W_ Q wV Lu 0 n _ 2 1 CC V Vl a W [CI 1 C2.2 L s E;;;1 NOTE: 3 -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 b STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. LE -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. NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION .y \ '� i i l � G \\\ O � CC \ LANDSCAPE 10.0'UTIUTY EASEMENT G UMBER NEC.NO.85024471 y ` E \ \ EXISTING RECTANGULAR Ce 0 RAPID FLASHING BEACON LOT 1 Li FOUND#4 REBAR 1181 GRAVES AVENUE 10.0'UTIUTY EASEMENT I 1191-1203 GRAVES AVENUE LOT 11 W W CI) WITH WC REC.NO.36657 DEVILLE OWNER: MULTIPLE PARTIES LOT 10 I OWNER: O'RILLEY ENTERPRISES,LLC 1221 GRAVES AVENUE Q ` C BLOCK(WALL LANDSCAPE ROCK sH ues DEVILLE J L DEVILLE OWNER: SCOTT MILLER Z KEYPAD SITE PLAN NOTES O N \ ASPHALT Tom- --- EXISTING 5•SIDEWALK \I- ‘ ' it % 30,6. 11 7 )t‘‘‘ „`%` \ A\ \ \. Qj ESIES PARK INFLOW CURB AND ` W ,32_1 14.8' EXISTING 8'SIDEWALK WIDTH 187. 109.9' 2}�111 ,_ASPHALT GUTTER �\ 120.0' f31.9' IPr \a WIDTH EXISTING 5'SIDEWALK -115.3� r --- L LOVELAND ROLL-OVER CURB AND y y �A,� 77.9'-9.0• I- * 60.5' 19.7' GUTTER\ o r> c 83.2,� "I 82.4'-.1. �I -115.3' A �I' .� ♦/� 0 21.7' 82.2'-9.0' 3L, DOUBLE SOLID 4" LANE LINE v+ Ul 9 , 1� 81.1''7� 1 10.0' 163.2' ,{' /�/ 2� �_ 1`' 10 0' GRAVES AVENUE (50> RO y WITH 4"SPACING lie \ ........... __wu- vo w 44.4' w 71.2'-2.0'/TOE74.0' G --�97.9' w _p�RT41.)� 1'�)11)l= 111 )111� _yw)-- DETTNTION AREA/BLOCK WAL ® SINGLE SOLID 4"WHITE LANE LINE • tn e 00 9 66.9'LS� - '+� 81.9 EXISTING 5'SIDEWALK VARIES FG N. I SINGLE SOLID B"WHITE LANE LINE -2.0'TO 14.0•- -A/L To FOUND REBAR bp - SBSe9c ® © SINGLE SOLID 24"STOP BAR LINE O o AK T - LANDSCAPE 'tom T - '/ SIi4T- TF♦_OPCy�2 _\ L-J O ro A. J `. NO VEHICLES / ors\ RELOCATED MAILBOXES �:/,/ ,:. TIMBER �I 1 /RIPE UND ® �, 7 FOUND/4 REBAR \ 'G SIGN .. •"� �= /� �� TIM p i , W1T)i OPC LS 26974 ® SINGLE 4"WHITE EKIENSION LINE C: :;,��1 ►" ' `WOODEN SIGN �� RASE SIGN STONE L�� CHASE �\ i ' 600 ST.VRAIN AVENUE 1 ONE STORYII LANDSCAPE COMMERCIAL TORY 12"WIDE RETAINING WALL WITHlie \ / � ® OWTIER: MULTIPLE PARTIES COMMERCIA TIMBER RAILING. LANDSCAPE 15.0'UTILITY EASEMENT 5.0'DRAINAGE EASEMENT STONE RIDGE CONDOS 0 Um III A ( \ 1EC.UTILITY EASEMENT TIMBER / REC.NO.20060005719 REC.NO.20060005719 OWNER: JAMES ARVIDSC !' p REC.NO.20050011972 ,�\ ��:\��` \ 10.0'UTILITY EASEMENT 1180 GRAVES AVENUE \ REC.NO.20060005719 10.0'UTILITY EASEMENT \ \ ASPENWOOD OWNER: GRAVES AVENUE PLAZA,LLC REC.NO.20060005719 OUTLC zo Lo LANDSCAPE PROFESSIONAL CONDOMINIUMS STONE TIMBER \ LOT 34B CONDOM 0 >- ~o_ \ AMENDED PLAT OF LOT 34A MANFORD ADDITION Z O 0 \ AND LOT 34A BONNIE BRAE ADDITION OF THE Z4 w o AMENDED PLAT OF A PORTION OF LOT 34 = \ \ MANFORD ADDITION AND A PORTION OF LOT 34 z - \ BONNIE BRAE ADDITION Lu o \ W > o o V 30 15 0 \ 130 60 SCALE SHOWN IS ACCURATE WHEN I n PRINTED ON 22X34 SHEET WITH 1:1 Q p F- iLi PLOT SCALE.DOUBLE SCALE ON \ a S 11X17 SHEET WITH 1:2 PLOT SCALE. Lc,'', : Z NORTN SCALE:1"=30' o Q O I 7 NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION M- R a G W J I O 7 LT a 6 CY J 0 1310 HANFORD AVENUE _ 1210 WOODSTOCK DRIVE 24'1WDE LC.U.A.5.5. OWNER: INSELF STORAGE&LLC OWNER: ESTES PARK HOUSING AUTHORITY "TYPE 2"DRIVEWAY V PROPOSED MAILBOX 15'WIDE LC.U.A.S.S. LOCATION "TYPE 2"DRIVEWAY APPROACH 40• APPROACH I 'In. Ln O 24"ADS 10.0'UTILITY EASEMENT LOT 12 FL=7" 62 I 24"ADS 6.0 WENUE I I FL=7 61.42 6.9' �' REC.NO.36657 DEVILL 24"CMP TO B EXTEND __/ MILLER J FOUND/4 REBAR FOR WALL PEN TRATION ® 33.5' I W - WITH OPC LS 37946 ® RE ATED EXISTING 7.3' 20.0' EXISTING FL=7 64.51 RELOCATED EXISTING ASPHALT -�� ®} ® A N1DTH 30.6' 6.0' �q3.0' \l w232.6• - ASPHALT oea a .5 -- --L - w- c G • - "STOP"SIGN • w PH ,� 15.0 r �..•5'SID 2 ....:..m'T* ...,•. ..,......... .•�` - EWALK.;•.:'::.:::;:::.:•:, . 9 0' 03 5.4'TRANSITION a0.0' 9O A GRAVES AVENUE l • SO' 1 W I- 5.0'TRANSITIONS 4 5.0'TRANSITION It 627.0 GLi ID.J 18.5'jN. j O Q - � 90.7' ,}' - ,}� -117.T- VARIES --k ,}' 85.4' ,}' VARIES 119.2' k 98.0'- (n ` L . - Fo w ro Fo��--- 2.0'TO 14.0' 2.0'TO 14.0' AAA MW ��. �" .__I. .. m •-��-�iHi) v)�) .�)� �‘\ v,.� )�� Se��)v)L_n)v>✓.�av m O W_ Z PED A �I FOUND/14 RIE ` I 31.3• FL=7567 64 9 c '' O L-J WITH BROKEN PC --\R\\r--n ASPHALT L--- -SIGN- �- \ - 32.5' �� SSMH Z F 0 �. DIRT COVERING I nV0 STORY FRAME J m 'RQ) ) ASPHALT r RIM=7561 36 W Z ti REBAR SSMH 10951 ASPHALT WIDTH 12"CMP AWIDTHSPHALT LANDSCAPE W �C LS 26974 MULTI UNIT RESIDENCE FL=7569.21 �MBERS AND GRAVEL (n RIM-7577.70 I�J'IJ y 30'X 30'LIFT STATION EASEMENT 10.0'UTILITY EASEMENT 1350 GRAVES 1260 GRAVES AVENUE REC.NO.94071574 REC.NO.94071574 SIGN I > O LL i 16.0'ROW RESERVATION ALLNUTT SIGN RIMM 7565420 Q K Lj V z STONE RIDGE CONDOS 817SR P728 LOT 1 LOT 2 � a Y w ii WNER: JAMES ARVIDSON Q EPIC SUBDIVISION EPIC SUBDIVISION I W t EASEMENT LOT 32 10.0'UTIUTY EASEMENT > d 8 )60005719 OUTLOT A MANFORD REC.NO.94071574 g ¢ w w >Et STONE RIDGE CONDOStli H STONE RIDGE OWNER: JAMES ARMDSON ADDITION 1350 GRAVES AVENUE Q STONE RIDGE 302 GRAVES AVENUE OWNER: JEFFREY CRONA /Inn N 2 11 J ¢� CONDOMINIUMS OWNER: ALLNUTT FUNERAL SERVICES.INC. V CONDOMINIUMS C3.1 s El5O rc NOTE: 1. -DUSTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORM TION 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 b 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. U Z pC c O Ce 0 V W LU rn Z pI- •` L p N H C U Q w N Ce I BRODIE AVENUE SIDEWALK EXTENSION VI Z 0 V UPSTREAM SIGNAGE • 111 1,Ce DIRECTING TO ADA PATH TO THE EAST O0 c, Z � L O 0 u 2 0 z - z W ILI F�1 o Q CO i W� o00 li a M > x6'BETWEE X.CURnI AND EX.RETA ALL �,_ O O r(RETAINING WALL TO - z g U REMAIN)-- _- QQ Q U z a -, EXISTING 6'SIDEWALK 0 j NEW ADA RAMP `II I'"fi LOCATIONS I . 6'SIDEWALK M N gl> 1 RI Z Q - X6 I i® T II. T 6.0'0 I III * Yr4 32.8� /i1 4.9' LU T a U O ':`6A%DgwAtK:• i 5-24"X 9' `CF PEDESTRIAN J CROSSING MARKINGS 3 3 NEW ADVANCE PED 0 I/ CROSSING SIGNAGE 0 I L.)d�a — _ ddo (i) 0 _ 'd"o EX.CURB SLOPE±7.5% 0 I W H 0 Ce W LL ,, 4 1 8 LJJ z 0 NORTH W z g CL > owa K L.) o Z W z he' > g J .. a Q Q w uJ w 0 H 0 " (.9 _6. z w m 0 SCALE SHOWN IS ACCURATE WHEN C 3.2 3 PRINTED ON 22X34 SHEET WITH 1:1 PLOT SCALE.DOUBLE SCALE ON 4 11X17 SHEET WITH 1:2 PLOT SCALE. NOTE: 30 15 0 30 60 aEC;11 -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE i 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. SCALE:1"=30' -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. NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION 4110 .y CD CI 1310 MANFORD AVENUE F �+ 1210 WOODSTOCK DRIVE OWNER: ESTES PARK HOUSING AUTHORITY OWNER: INSELF STORAGE 8,LLC Ce C sse // /I — r ®o o ss6- _ O Q E -zss7___-- 7s60——— \ ——— ——— -zsss zsss_---- O LOT 12 56, I, z s 6°—_ (� ♦ �\ — 6T 10.00'UTILITY EASEMENT DEVILLE ,.,e^° / '�\ , \ �� __--7564_—______ __ I I \\ z —� �I I W W C ---- EC.N0.36657 ---� / \\ FOU8D-.# REBAR / ,....`--__ - - - - - - - - - - - - -_.-- / I----__-I �---Tss S. \/ 1-/�" ----- -- --75,_ > s i— \\\\` \WITH OPC YS37946 - -- _ ----------- __ \ — »sue----_ � �� s \ /�---_ -/ \�`- >ns?szs------_ / \ / __�-------� 22662 -- J ��zs \ _ - -- \\\\�- a \ \\ \ I CONDUIT 24"CMP \ - _- FG7561.62 5D / \ ----�4z�_ 60 \ - I O� W \ T 1I VI Q / ,HP � JHEcMlira�� m ,. �\ \ „� �_____--- c '�\ CCp�' w�o '-- ,, --w � r am. _IV �s6a_ 3 �� I� W oHP / --I oHo \ \ W ��L�� - - - ,'.`...'. :. ... ..., ., x' :." .. : ^a, - A_ _ .�._ `=�109y:.:.:,:.:�. _ _ ,:, .M� .:�."4sd._va< `:-u'.- - _<�,,e'. Sa1 , IMP' 0 CO I 0, ', w \ \ N —— N m m d m h s s o >se>, VENUE E 3 3 >s �s s, \ r N O N ° w / 24"GMP a ._ c 1 1 6 1 1 / kL=7567.64 ( R __ —� FO7—�--FO / / Fo // Fo -/ / // '/ // / / �\ \ — _� --� E ./� \) / �\ j / —� —/l /�/'v—/ PED AHEAD \ _------c — —__ _ \ _—_— — ` --J _ — �® I �1f'l \---_FOUND R \ \ I IKI \ - - I / !—� S1GN�>�>\ I _-- _ c -_ c c c'--� WITH BROIFEN PC I \\ _ /�--- -- l I 1 • _ > _. y °— sss e� a �I T\C � �— L--- ,��y7. / >s>i� - szo- _� �LANDSC�PE \ —� SMH 1095 ! I DIRT COVERING I �'I`— _ — \ \ -—�—— N \ \ - S N \ >1 ASPHALT 12"CMP /� \ R11d=7577 7 I{` I TWO STORY FRAME I I \ L=7569.21 m \��\ \ / ALLNUTT SIGN \ \ \ // \ 10.00'UTILITY EASEMENTB�—�� \ --7ss°I. Z t \ I MULTI UNIT RESIDENCE J- \ \ \ \ \ 1330 GRAVES O O/ _ \ I I 1 1260 GRAVES AVENUE 1 I rilLf:30--1- / / \ \ ' \ REC.NO.94071574 SIGN '�// / / I \\ 1 \ \\ i/ REC.XNO.9k171574IFT n�EASE(.ENT ��'�•�C.UNO.9407TILITY S574NT \I\\ \\ \J/ �� \ _-- Z z I✓_ I I vv / \v N f I I V / I A ssM 52O I- u , �\ \I 'I In 16.00'ROW RESERVATION V `— Il L \ A �V /A - — =756520 1,V i I mo. W o Bnos P128 - I I LOT 1 =I \ 1 \ EPOC SLOUBDIVISION z EPOC SUBDIVISION N a LOT 32 W a o MANFORD v I, o 0 9 ADDITION I I I STONE RIDGE 1350 GRAVES AVENUE 1,1 CONDOMINIUMS I 1302 GRAVES AVENUE I OWNER: JEFFREY CRONA STONE RIDGE CONDOS OWNER: ALL NUT FUNERAL SERVICES,INC. a n y OWNER: JAM ES ARVIDSON O g NORTH O M— -' z in BRODIE AVENUE SIDEWALK EXTENSION g, G O J T o a cg a I I V ® I /<-71-j/ ,' (i) Ill 0 O / I IW a / Io i/ ,' ' z_ i i / / \ _''i // //// //// /// ! I I I ,�'.' i 111 1 1\ W // \ /P / ' �� I I \ \ LPL tn IT / , .2.:: i Alit, \ ,/ , \ i — -156',/ A / V • ti,„.. I I \, : i \ LIJ E I 1 I ` co ud W gI I I 1 I s i I I (1) z a ce ) 1 Y a c� g ill- II ,1 % , dHo-�d,— . NORTH Naiig 1 d W d�o s SCALE SHOWN IS ACCURATE WHEN C4.1 3 PRINTED ON 22X34 SHEET WITH 1:1 PLOT SCALE.DOUBLE SCALE ON 4 11X17 SHEET WITH 1:2 PLOT SCALE. NOTE: 20 10 0 20 40 a -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THEE5:3 1 ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE b STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. SCALE:1"=20' g -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. C 4104 Of CD Cl Z ~ �' 1210 WOODSTOCK DRIVE OWNER: ESTES PARK HOUSNGUAUTHORITY O 7 OWNER: INSELF STORAGE 8.LLC \------ ��moo ------- ---- �, PHASE 1 SIDEWALK y E - fi r, ___________________1/7_ I 1 i L_ ��------------- ---�6521'22 N=1377908.40 I C U 10.00'UTILITY EASEMENT LOT 12 i \ �_ �� -------------- ------_-_-- ---� R-15.00' S AVENUE / - __- �� -' I --- "E=3001152.63 _ REC.NO.36657 DEVIL \ - \\ - i L=17.11'- ITT MILLER _ -- - �.\\\ FOtlN g4 RFBAR ----- _ pEDESIMAN_RAWNG _-- --- _ _ - - - �a�_�- - T \\ �� - __i CHORD - _ \\\ yATHC LS 379�L8-_ - ----- HEIGHT VARIES FRAM __ - - -- •, N 0012'S4"E 11.11' C \\\ \/ \ _ _--;,� i \\ L. I --075'-5.5'TALI_--- I. �f=,25 >_ sso-N_.,..i i 'ECI r \ - S E9'ST19"E 4100' r:. Sv _ 1 _a iv 0 WIMLI In Eli 0 "' •�, 0.rkk', • ' 48.61'.'....' ..! r.•'^'.i-..'.` °_Ii' C.. VA..,... .y ryc3 .� 1l-. S 89'57'19"E 453.53': a 3RYA t'S$L`K•�! M t`__' ` C N N-1377888.77, - \ '' _ ^m W ��E-3000581.39 N _ N ------ w - }O N - Q `N 8717'31"E 5.41'\ S 8414'41"E 5.02' 1 N 84'20'04"E 5.02' \ \ ",,W `, --_ _ \ \ \ \ r V GRAVES AVENUE �, o- -I� I �I I v (so'RDxq v KEYMAP oI w/ / Go q -� �r _ N I _, - N.T.S. s / / FOUND p}- ;: 1 1 I ab \ i / � ��_// " PED AH � -- -- - - - c -_'- ®� WITH 6PCK PC I \ /�--\\ V-.- t I _L / -gam` _! _ sir VP R / l / I� tDIRT C VERING I \ -� - -- --- \ 'F LANDSC \ OPC 6974 \ \ Q TWO STORY FRAME m r- \ -- 1 V A / A j I ASPHALT MULTI UNIT RESIDENCE I I A f / , V A A� / V TIMBERS v�`' 30'X 30'LFT STATION/EASEMENT-ALLNUTT SIGN 70.00 UTILITY EASEMENT 1350',RAVES \ 1260 GRAVES AVENUE \ I REC.NO.94071574 1 \\I REC.NO.94071574 SIGN I r 1 - \ \ 16.00'ROWI2E,SERVATION I SEE PHASE 2 PLANS FOR - I I \ y\ --- - -I STONE RIDGE CONDOS • I \ I nl B1706 P128 \ SOUTH SIDE SIDEWALK / Il LOT 1 7 �7 \ \ \ \ -LOT-2- OWNER: JAMES ARVIDSON IMPROVEMENTS .--- I ~\ Pi .? \\ I ` Ce �POC SUIBDI VISION�-- I I\ \ EPOC SUBDIVISit)N \ LOT 32 10.00 UTILITY EASEMENT V 0 JTY EASEMENT 20060005719 OUTLOT A MANFORD N \--I NEC.NO.94071574 / ,--- ------ \ STONE RIDGE CONDOS \ LL STONE RIDGE OWNER: JAMES ARVIDSON ADDITION 1302 GRAVES AVENUE 1350 GRAVES AVENUE CONDOMINIUMS STONE RIDGE OWNER: ALLNUTT FUNERAL SERVICES,INC. OWNER: JEFFREY CRONA ZO 01 CONDOMINIUMS Z re o0 u O E W = p 30 15 0 30 60 SCALE SHOWN IS ACCURATE WHEN W ! 1 ~ o PRINTED ON 22X34 SHEET WITH 1:1 M �/ 0 'lb. PLOT SCALE.DOUBLE HORIZONTAL NORTH HORIZONTAL SCALE:1"=30' AND VERTICAL SCALES ON 11X17 '> n VERTICAL SCALE: 1"=5' SHEET WITH 1:2 PLOT SCALE. W PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK VI o - C Z S z U 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 0 0 7 M u 6' Z v) RG n. aac 8 p p 7590 I - 7590 LL a cg a 0 o, 81 J 0 0 95.00'V.C. _ LOW PT STA: 11+36.53 N V '•18 LOW PT ELEV: 7573.45 O R Ra� PVI STA:10+89.03 O� PVI ELEV:7575.44 7.64 + S m 7580 s � -"' A B.40X yY� a 7580 m n O $ tW n V) 70.00'V.C. W a 0 `\ Vd LOW PT STA: 13+22.39 �0 5•: `m LOW PT ELEV: 7567.00 '?0 a� 5'? W PVI STA:12+87.39 av a III a� rill = O t.n PVI ELEV:7567.57 „+�� o o�'n n.12 CD F- K:1.89% ;II III '8 E_ .m A:1.89R U l' 9i> nA Ce --4.1e% 1. w W 4'i W n O W z 7570 ,`. % N, aLu 7570 LA z :1, \y __ N II I'n w W WQ- + m>I =---- O a nW W i 7- ---- ---- _________.,t,:____:-1:31_..:. IJJ Z w - ---3.87% > E, 0 U. E20.00'V.C. - Q j JO U;J u EXISTING GROUND AT FL HIGH PT STA: 14+95.88 .. O U HIGH PT ELEV: 7564.48 LL n PVI PHI ETLEV:7564.24 `- W z a' ce 7560 K:13.9a so 7560 > J d o_ PROPOSED GRADE ATE A:-1.43% Q '. a2S BVCS: 14+95.88 20.00'V.C. I 1n BVCE: 7564.48 HIGH PT STA: 15+23.18 �j v1 z EVCS: 15+15.88 HIGH PT ELEV: 7563.57 in p ¢_ EVCE: 7563.85 PM STA:15+33.18 V co 0. W d PVT ELEV.7563.18 g K:5.93 A:-3.38% BVCS: 15+23.18 F VCE: 7563.57 �.� EVCS: 15+43.18 g EVCE: 7562.46 .46 7550 CO a; a.NO 0o mco m80 Nco 7 Q 'UT OIN, 0' 0.T atC. O n n. 0 6 n hiG 8 to e n a.O 6 6 w N w p I n N n N to Vs, n M) n N n I n n N n I n n N n N n n I n nEj z 10+00 11+00 12+00 13+00 14+00 15+00 ��4 Al 0=66'41'34" L=20R-18.95' Z >, L=20.95' CHORD N-3002041.28 10 N52'3192"E� _ E-3002042.10 0 Q '' 19.7--_ 0. -755' \ G N 85'54'09"E 31 00 N-1377446.98^�' ®�jr \ I E-3001995.36 -- \ Q r S 8179'31"W 8.14' \ -7ssz- \ 4.0 N=1377408.65\ .�► \ \ LU ® E=3`2020.88 \I�0\ N \ \ PHASE 1 SIDEWALKN 6858'51"W 4. ea_ 44( NI � v&6472'48', t \R=20.50' _'ssa� L-22.98' , ` KEYMAP CHORD y N.T.S. N32.00'S0"W� tN 00'05'33'�E 32.7� �' 1 N 00'S7'S6'E 6.00' ro=�® fa, '_ice ® N=1377350.42 sil;j� =E=3002042.84 I z0 o Ln Ch zL Z 0r z Z " ' O W ! 4 W o 4'4 30 15 0 30 60 SCALE SHOWN IS ACCURATE WHEN 1 ~ o PRINTED ON 22X34 SHEET WITH 1:1 �/ _0 �. PLOT SCALE.DOUBLE HORIZONTAL NORTH HORIZONTAL SCALE:1"=30' AND VERTICAL SCALES ON 11X17 '> WITH VERTICAL SCALE: 1"=5' SHEET 1:2 PLOT SCALE. W Ce PLAN & PROFILE-BRODIE AVENUE SIDEWALK V) o IX x 0 Z S u 9+50 10+00 11+00 9+50 10+00 11+00 U 7590 7590 7590 7590 VI CI V N 6' z v) J 8 QE 0 O' J 7580 7580 7580 7580 O O U IIr2 Y/ " 0'u 6It y 1M III ow n 'A o S'r n II d N A o II o- a0 n> II LN o> Pp 3 7570 -w gII °� m 7570 7570 P. 7570 ' .W O a $ �w o CG T'9, LL. (n Q w `7 ss% $ Ln Z 4t 10+06.07=PN -r0-. LIJ w ELEV= 7566.62 PROPOSED GRADE AT Q BACK OF SIDEWALK p 0 w-' 7560 s.00R 9z 7560 7560 - 7560 Z 0 - PROPOSED GRADE AT, LLJ w BACK OF SIDEWALK 10+66.76=P A > w m 5 10+25.95=PHELEV= 7562'1 EX STING GROUND AT EXISTING GROUND AT Q > 0 J ELEV= 7561.28 BACK OF SIDEWALK BACK OF SIDEWALK L I t -7.68R W z 1 a a 11 � "'' w 9, gi � T. w a g 7550 - 7550 7550 7550 g 7545 7545 C5.2 ri rc N 0 10+00 10+00 A, CD G Z Ce c O 24" (rC/) ' O .3 , R NOTE: Z Q C r • PROVIDE LEVELING PAD, 0 • ) DRAIN PIPE,WALL Z�I/ BACKFILL AND 11 C a ESTES PARK INFLOW GEOSYNTHETIC ESTES PARK INFLOW CURB&GUTTER REINFORCEMENT IN CURB&GUTTER _ W ACCORDANCE TO NEW PEDESTRIA v `, as a 5.0' 2.0 MANUFACTURER'S RAVING 5,0' 2.0' 44( 'IIy CUT STANDARD DETAILS y CUT M , ) COMPACTED PROPOSED �$-- I ___ NEW VERSA-COAL(OR APPROVED 2.D8- "I '� __ w/ v•+� SUBGRADE GRADE /� � ��• EQUAL)RETAINING WALL.HEIGHT / _ - Li _ VARIS 1,0•TO 5,0' / f//�� NOTES: EXISTING i EXISTING -—— Y/ GRADE ___— 6"THICK GRADE ———— 6"THICK Z 1, CONTRACTION JOINTS FOR CURB AND GUTTER SHALL MATCH SIDEWALKS POTENTIAL FILL CONCRETE CONCRETE MAXIMUM SPACING TEN(10)FEET. WALK WALK 0 2. EXPANSION JOINTS REQUIRED AT 400 FOOT MAXIMUM SPACING AND ADDITIONAL MAY BE REQUIRED AT THE DISCRETION OF THE ENGINEER. \/ ESTES PARK INFLOW CURB AND GUTTER TYIPICAL SIDEWALK SECTION TYPICAL SIDEWALK WITH VERSA-LOK Ce NOT TO SCALE NOT TO SCALE RETAINING WALL SECTION O NOT TO SCALE 111 U- O0 bi , L Z O 0 LL9 F w o T 0 z ,., W M2 , 1-1 0 Q 0 0 / \ Ce / \ - Ce 3 N > x CLASS "A" BEDDING REQUIREMENTS .q TABLE .,,,„0 o U U Y ¢ g w LOWER LIMIT a SLOPING ` , fP,,; OR BENCHING OF DIAMETER(D) THICKNESS(tic)Or CRADLE(BTy O I g �� LOWER LI41T OF SLOPING � � 7e iRENOI WALLS t o O N CRADLE NDTH M.. 1a' BS+B' O N ein �F OR BENCHING O 1TTYP F V'A. 1RENCH WALLS 2,'TO N' 6' Bc+8' I2"TYP, 6c ' U' DENSTY COMPACTED BACK FILL 3 i DENSITY CpIPACIEO BACK TILL Z Q yW Are.," HAND-TAMPED �� M%OTAMPED 27'TO 33' B' Bc+B' t ; (95%DENSItt MSHTO T-180) - (95%pENyiY AASHTO T-180) ]6'TO 42' tp' 1.25 Bc W J o 11/ ��-�'f��l/I. PLAN OR REINFIXICED m Y 1/4 lEi LB'k LARGER 1/4'D 1.25 Bc J! f/N CONCRETE(CONTINUOUS) —///H.i, . Q a 2'-6° -P ..1�I 4 c=REDO PS MIN. °/ W/A�I / w d CJ • E. 1/2 Bc tic [lc=DEPTH OF BEDDING BELOW BOTTOM OF PIPE FOR 6° �Y• GRANULAR BEDDING MATERIAL 1 12 R y "•• S (SEE NOTE at AND TABLE III) CONCRETE FOR AND/OR DEPTH OF BEDDING ABOVE TOP 4 1/Y 82 En�Fv CPLAIN OR ONCRETE(CONTINUOUS) PIPE=0. OF PIPE FOR CONCRETE ARCX =2000 PSI MIN O CI ASS A NOTES; PIPE O.D. CRM�WDTM .,THE DESIGN ENGINEER SHALL BE RESPONSBLE FOR NI SR. CONCRETE ARCH CONCRETE CRADLE STRUCTURAL DESGI OF THE CONCRETE CRADLE AND/OR 0 ,0 CONCRETE STORM PIPE CONCRETE STORM PIPE CONCRETE ARCH. O Gutter edge may be-_____ _ faperetlorbatteretl. " " BEDDING REQUIREMENTS - GRANULAR BEDDING (Typical for all Curb& LD l +<T~ ` • - CLASSB ' ea-1 TABLE II V &Gutter Types) BB • MI N DEPTH REDOINN G MATERIAL BELOW BOTTOM OF PIPE VERTICAL LOWER LIMIT OF SLOPING HAND-TAMPED aACK FILL(TAP) PIPE SZE-D' 01 0 OR BENCHING OF A' i o!i,DIY FAN CONCRETE STORY PIPE 2 W Tye-4.�3q� TRENCH WALLS 12'TYPx IR•(;0,� IN'TO 30' 6' 3' 6" 12'TYP.I d„O s,,,,,A'6'44 11,,, eACKDLL(TYP.) C' 6 VIp e, (x�1' 0© �DO,, b(�'. FOR PLASTIC STORM PPE ^J D(V 36'i0 80• 8' 4' 8' y/ LIJ 2 y '—p.? • /-oV6. GRANULAR BEDDING MATERIAL A �� .a-- 88'@LARGER 8' 8• 8' o J A^}D 9.MEP ytl(�P O (SEE NOTE G.<AND TABLE m). ,,E.' �7+; GRANULAR SEWING MATERIAL ELUPTICAL I/2 B. OAir 9e' GRAN NOTE BE TABLE III), • •FOR ARCH D=SPAN DIMENSION.PIPE m Sv' e��Oi A -.7•1 �m S A VAOP (S g i W � -!1 Bc•PIPE 0.D. 0_ 3a' M1 ,nbn(,Ae_^ SR(2o:1)•'IWO :T('57 Bc Be:MINIMUM TRENCH WIDTH=PIPE OD.+16' Ce 18' __ 12 _ PIP B0.D PIPE 0.D. IN%IMUY TRENCH MOTH=PIPE OD.+O!' ROCK EXCAVATION D =PIPE 1.0(OR SPAN DIMENSION FOR W ARCH OR EWPTCAL PIPE). Um •45"•. 21 75" 375" 1 IDEAL TRENCH CONDITIONS e,e. =DEPTH OF BEDDING MATERIAL PLASTIC STORM PIPE 1 2 3 BELOW BOTTOM OF PIPE Q 3.63" 2„ Ln D.5'• a TABLE III 9 B. TIC STO L(TYv. e"�z. W gi, • e " ?y FOR PLASTIC STORY PIPE' — •CLASS 87 GRADATION • c S y •ASTM C-33 OR ASIR 0-44a 7" HAND-TAMPED BACK TILL(NA) O R • + ,J LOWER LIMIT OF SLOPING J>c O DUI/ FOR CONCRETE STORM PIPE. SIEVE SIZE %BY HEIGHT Z F 0 • r•�. OR BENCHING OF 12'M+ Op O pw' O o ° • . 'I�/ TRENCH WALLS OOODon.fly A 3/t' 90-IOU `W W d . _• _ • • — 12'TTPAE%/// �/� / HRANUF TAMPED 7N 'J QO O ,,'S 3/8' 20-55 / W OJ E. ROLL-OVER e S. ae y� CEO E%TILE FIL FR(PER SPEC FICADONS 02221) ND t p 10 Q > O iL a (LOVELAND) �rAUl (GRANULAR BEDDING MATpeAL h o NO.B p-5 CJ SEE NOTE 00 TABLE III 1/2 ec ^O'? �IF QD(301 LY w e OO '1 FOR FLEXIBLE PPE 0.0 �u A.O OC LID(' NOTE:THE PERFORATED SUR-DRAIN DETAIL MAY BE N 0- 0 0 1/2 Bc • • �,° (7P,O, el FOR CONCRETE PIPE— (700 O $D�^ US USED AT THE CONTRACTORS CONVENIENCE WHEN W Ce !.° '1L!4+--e• V, o g U -Po 9 GROUNDWATER IS ENCOUNTERED IN ME TRENCH. IT IS 2 ASS B MITES; \ _1 O 82 ";o:O�pQG once_,+N a(� �IE S. ENDED TO PROVIDE A MEANS OF MAINTAINING DRY (j�• J n� I CONDITIONS IN THE BEDDING TRENCH DURING 2.1 BELL HOLES SHALL BE EXCAVATED AT J LU d 41N.1 2 BB O��IK l39/-\ �. CONSTRUCTION AND SHALL NOT BE USED FOR ANY ALL BELL AND SPIGOT JOINTS Q - W u, / cc,) O _�V V p _, OTHER PURPOSE. �/ LU Q O 0 Q 0 0,0 2.2 SUB B DRAIN PIPE TO BE AN ACCEPTED AIL LLLLLLJJI PIPE 0.0, n /""�� r'V 6' PERFORATED PIPE CONFORMING TO 0 o _q•/(1(�\J (S"`1`/�O I APPLICABLE REQUIREMENTS OF THE (.9 _ LU W IDEAL TRENCH CONDITIONS „„1 STABILIZED PERFORATED SUB-DRAIN SPECIFICATIONS. V vT CO LU 0 CONCRETE STORM PIPE ,-,/2'WASHED RoGN COOT/35) STABILIZED TRENCH (B'DIA.MIN.) 2.3 BEDDING TRENCH BACK FILL TO BE SEE NOTE 2.2 COMPACTED TO 95%DENSTT, 3w \ ! G.FNFRAI NOTES; 9NT0 i-100 \` !/ C 1 THEY DETAILS CO TYPICAL FOR NORMAL CONDITIONS. FOR INSTALLATIONS OTHER THAN THESE SUCH AS EMBANKMENT,UNUSUAL OR UNSTABLE SOL CONDITIONS 0 OR TUNNEL INSTALLATIONS,ETC)EXCAVATION,SEWING AND BACK FILL REQUIREMENTS SHALL BE DETAILEDW THE CONSTRUCTION DTOOTH S G.2 anyKrA BACK FILL LOADS AND STRUCTURAL DES.OF PIPE W CONDUIT SHALL BE BASED UPON Bp>TRANSTION RID.AS SET FORTH IN THE AMERICAN TRENCHING & BEDDING (CLASS "A" & "BIN) o CONCRETE PIPE ASSOOATION DES.MANUAL G3 FOR INSTALLATION OTHER THAN TYPICAL CONDITIONS,EXCAVATION,BEDDING AND STRUCTURAL REQUIREMENTS BE DESIGNED IN ACCORDANCE WITH THE CURB AND GUTTER REFERENCES NOTED(DESGH AND CONSTRUCTION OF SANITARY AND STORY SEWERS W.MANUAL OF PRACTICE NO.9,ASCE MANUAL ON ENGINEERING PRACTICE FIE CITY OF LOVELAND STORMWATER APPROVED: KWG DRAWING NO.37,LATEST REVISON)AND AS ACCEPTED BY THE Ott PUBLIC WORKS DEPT. CONSTRUCTION LARGER COUNTYG,4 GRANULAR BEDDING SHALL BE HAND TAMPED IN S.UFTS AND SHALL CONFORM TO ASTM C-22 OR AWN D-488 GRADATION SIZE p67(PER TECHNICAL DATE: 8/17/07 SW—1 9 CONSTRUCTION REVISION NO: 1 DRAWING SPECFICATIONS,SECTION 02221 AND TABLE III ABOVE) �- STORMWATER DRAWINGS DRAWN BY:TBK URBAN AREA E STREET STANDARDS DRAWINGS DATE: 03/01/02 701 tEC;11 1 uoe X=Curb Transition Length,Varies* x(vanes,See Plans •_2 W' /ml xmax=2.0i .. w tAtghtof W -- W-Driveway Width(See Drawing Series 707) I U) ,•.. T=Concrete Thickness-6"Residential, 11/4" , Q 8•Commercial PO:I' ' F II d(vanes, ,,,i7J--` ,y �.r t See Plans) I F• Pt1ax.,••1-.'. X Refer to Chapter 25 for minimum removal dimensions .v., O b �3/a, o' I p 8'SECTION B-B E o 0 g S A U Sidechedwalk E PERSPECTIVE w-Width - n sidewalk C r° C]r —IA B 0Retaining Curb(Optional), d I C ROW See Drawing 1603(TYP) rn I Z Q .L W W W W W W W W W W 5/8.Rolled Steel Tread Plate 7 •Y W W W • x E �, W W W W W (diamond pattern) H L Dimension Venable ILJ a 4. W W W W I W W W •Y A A 11 44C '1:I2(max)I E N. 11.12(max) • Sidewalk 1 Retaining Screws at f.j c a'-o s Directed B ,w I - Detached or Y/ F�ck of curb PLAN VIEW Z Notes 5/8.Rolled Steel Tread Plate 1.Length of steel plate vanes. Y 1'Flat Heed Mach 0 Up L=Y 1/4"z1 Y/4"x1/4" /2°x See Note 3 +I A See Note 3 2.Chase and cover plate run from Screw Brass or Eleciro-gale See Note 2 Varies. Driveway Width Varies* See Note 2 Right of Way the to flow line unless finish 1r 2. approved try the Engineer. N (typical both sides center Varies With curb walk,cover plate extends Angle iron to be dolled and ce *Ramp length not to exceed from property line to top of walk face 4'%. threaded to receive screw 15-0",slope must be uniform. Concrete to be dulled to allow O111 I 3"#4 Bar Welded at 12.on screw to extend into the Um enter,Nelson Standard Anchor SECTION C-C concrete I or equivalent(typical both sides) (typical both sides). • Expansion Joint if driveway 3 Y"min-2"max r Z continues as concrete o b O O to Nir 1:12 ax)m K I1 1"permry m 150(max) ``` i r'j •?, i✓i9F: .i..j .y✓ . Nj�`S��l‘✓- Z o ug r�s NOTE: F �� 1/4"per ft. W' �_ o I du%lir _� COMBINATION CURB,GUTTER,AND SIDEWALK I 1.Concrete driveway shall be M provided to the property line I Wa { 2" 2.0"Curb Height,See Section A-A g', w 3.Full Curb and Gutter,See SECTION A-A v, W Q ..3.--, Standard Drawing 701 N T S. \ ' H 0 0 6 6"VERTICAL CURB,GUTTER,AND SIDEWALK > NOT To SCALE } SECTION A-A(2 VIEWS) W 4ce o M '.;1 x STANDARD DRIVEWAY APPROACH ATTACHED WALK (TYPE II) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK co LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING 0 o g 0 URBAN AREA DRAWINGS URBAN AREA DRAWINGS I g STREET STANDARDS DATE: 02/17/15 706.2 STREET STANDARDS DATE: 04/O1/07 709 0 D M rn oZ . . + + + + + + + + V ——A— �.{ (.~2 Transition(TVP) w Q J J 00 ) a /.� a.+a.+ oo< ++++ lL d Slope sltlswelk to curb 1/4'per foot _ . . + + 2'(mIW)�` .4 / .+Curb+ �' :a I + + + +Flare+ •+ J �_. 1 Standard Curb + 0 Driveway • NOTE Corer=a�dew 10'�n reels and Gutter, • + + + . . + + + •p p and aligned with ace tie o curb See Standard + + 0 Dwg 701(TYP) ,i Flare+ + Detectable Warning `... .15r"S"rr ".. •.e: 0°Curb Height `.` V `.`.`.+. .`.A. See Section A-A + .+/ • (I) ATTACHED SIDEWALK DETAIL �P) A+ ♦ .Detached Sidewalk+` . Sidewalk �I W Landing / . 0 4'(min) Landing Area, (TOP.) oo7.�Detectable See Note 2 SIDEWALK Iandscawrw ll Attached Sidewalk slope'nnaxlm°rmnfrm I o�� + + + Y Slope sidewalk to curb 1/4'per foot ,_ _ _ isigNitim Imo` See Note 5 .N W - - - - - - _ + See Note 5 _ 11 1 c� C 2' _ `�TC +•+ Radius=8•+ • inW ID�� I \ Lip vadmle Curb + • iy12(max LL Min. CI pr , 1 2D(max) Q 1 •: I1/2"perftTLi Lip of Gutter) , '.S• :• W T,See Note 8 8•Commercial PLAN VIEW �s�, 1/2"Expansion s Residential DETACHED SIDEWALK DETAIL 0 1/2•Expansion N T S Z s Joint Material SECTION A-A IT 0 Joint Matenal W Z o NOTES' N.T S. ` Detached Attached 1.No joints are allowed in the flowline Six inch wide curb or"dummy joint"may be tooled no closer than 6 inches Q > 0 x idewalk • ;,'�rrveway 'Sidewalk •. 1/2"Expansion from flow line as shown U r• r z. .`.: Jant meteriei cn a a � ® I '.. q 2.Pedestrian landing area required 4 ft length x 4 ft width,max slope in any direction is 1.50 or//4"per foot. W IZ o . R1/9"J' 1/4srty vncwl�'ss S1/g: �:. • J d 3 Joint pattern to be according to intersection gutter detail'or as determined by the local entity SECTION A-A --tw"'F 2¢2 w cn 4 Wood float finish is required over the sloped surface of ramp and flaresUL GJ • Y2 /Inn ( LU e 5 A 6'wide curb option may be poured along side of the ramp as shown if required If curb is used it shall match V T. 11J 0 g All Sidewalk Thickness Shall Be 6"minimum. _ •$ .. .4'• .a style of adjacent curb and gutter. INSTALLIN LOCATIONS SPECIFIED CHAPTER ramp width shall be four feet,or the same as the widest adjacent sidewalk,whichever is greater,up to a Minimum FNOTE. WEAKENED PLANE JOINT maaimum widthof8feet e zz 5.EXPANSION JOINT 8 1 Sidewalk grade shall remain consistent across dnveway 7 Detectable warning is to extend full width of the ramp and be a minimum of 2 0'in the direction of travel Matenal • 0 2.For drivewa n S y design requirements,see CONST.DWG.Series 708&707 to be approved by local engineer 4 \ 3.This detail applies to Residential&Commercial driveways. NOT TO SCALE /\ ` 8 7=Concrete thickness,6"minimum for entire ramp area NOT TO SCALE STANDARD SIDEWALK `/ SIDEWALK DETAIL DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALKIC4° J CONSTRUCTION LARIMER COUNTY REVISION NO: 4 DRAWING 1 LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS URBAN AREA DRAWINGS URBAN AREA DRAWINGS STREET STANDARDS DATE: 02 17 15 1601 }STREET STANDARDS DATE: 04 01 07 1602_I STREET STANDARDS DATE: 02 17 15 160E • 4110 011) 1 1/2"Dla.Std.Wt 6'(max.) el Steel Pipe —f 2 EACH b"BLADES • MOUNTED TO POST 7 Sidewalk Width M j--�1�—I WITH 4 EACHDRETS IVE L Ce C per Table 7-1 or 7-2 • _ Slope up to match _1 _1 NYLON WASHERS 12"Die.Anchor Bolt w/heavy N finished pavement O M a LIJ Hex Head Nut&Washer • 1' g Or Approved Equal min Depress ring 1/4"to 5/8°below m adjacent finished street grade Cross sedan a lxa liLlSAMPLE"°E� (i)� E 1/2"Plate Straight x 3'x 1ight cut \o Ce Or Approved Equal \ I 1 around ring O 112" ay or ._:.._�lllll Cover y�L �1u .I ulll��i 111110 E GRADE SIGN STOP W co G Z overlay Or grade - - 9i III! DRIVE RNET WITH GGHIGH DENSITY/DIAMOND / I Z Q C y N Final asphalt lift, ..I 3I_.: 1. WW R1-1 STOP"SIGN 30 Fiji MOUNTED TO POST W0H 1 EACH $ eL NYLON WASHER AGAINST SIGN �/r\ Sidewalk (tYP) O m e)!r�1111�.,115,V �k rD FACE(ON TOP OF THE SIGN).THE BOTTOM OF THE 0 Y Adjacent Grade O jll�ll�:":' I jjj ill_;;;_.__ y SIGN SHALL BE MOUNTED WrM 1 EACH S [. .0 steeper than 4:1 W I�Ijjj2gll�iiL:_ - a yn/ �/ Concrete grade ring 5/18'k2-12'HEW BOLT Willi METAL AND FROM $ C •1_�1 To match slope or NYLON WASHERS(NYLON WASHER AGAINST SIGN 2-3 J C W finished grade FACE)AND SECURED WRH I EACH 5/,8"HEX NUT FROM TL Z ON THE BACK SIDE OF POST Q Shim/Grout w HANDRAIL DETAIL 2,2,10'OR 12' Existing base course 12 GAUGE TELESPAR POST Grade ring � �w ( ) "1 "I' Support with Steel Shims Manhole Max sl CRITERIA FOR SINGLE POST ^ Y R=6"min and pack with High Strength B PBM MChOp5Nb* Post Size* Z Grout 35'x 35' 2.25'x225'x3'V 2x2'x12'-0' O 3.-9PBOVEGR<DE 2Ge Gauge V ANCHOR/STUB Street Curb Ce o =�Z 2 1/4.Anchor 0 NOTE. (22F12A31) (11 See Figure 16-1 1.Grout shall be a mixture of 100 lbs Grout mix,26 lbs Um water(3 12 Gal),and 100 lbs of sand conforming to ASTM C-35. O 2 Manholes shall not be located in crosspans,gutters,or wheel path NOTES. bf TOP RAIL CORNER DETAIL 3.Shim and grout to make ring and cover flush with the finished 1 Attach the sign panels Lghtly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle L pavement surface. z 2 Sign panels should be mounted a minimum of 7 feet above the pavement or ground. ° 0 w 3 Signs larger than 36 inches in length or width require wind bracing and special pat design I ,__, W p 4 Anchor Stub and post are square steel tube(perforated) = 0 NOTES 5 All"No Parking"signs shell be installed at 45°from Flow Line Z m 1.The sidewalk width shall be increased bye minimum of 6'whenever handrail is used. 3 w 2.If a sidewalk is more than 30"above the adjacent grade,the handrail shall be used W Q I \ 3.Open clearance between intermediate rails must be 4'or less. Imi 0 0 4.Finish shall be either galvanized of semi-gloss enamel over a shop coat of metal pnmer. 5 When the slope behind the sidewalk is steeper than 4 1,the handrail must be used 6 Whnden slope behintl ewalk is less than or equal to 4:1 for a minmm u distance of 10,a / harail is not requiretlsitl / CJ W J' \ U' ^ C x HANDRAIL DETAILS STANDARD MANHOLE COVER SIGN POST ` f LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING O\ g z URBAN AREA URBAN AREA URBAN AREA / STREET STANDARDS DRAWINGS DATE: 03/01/02 1101 STREET STANDARDS DRAWINGS DATE: 08/07/00 1201 STREET STANDARDS DRAWINGS DATE: 04/01/07 1401 w0 � z in ,tos n vMBM.. w °° n,.-'7, e.� . I J 8 a ova ni i :w,cxuw w dewemwnnw ,ere aiu Li d N ► ,I I ! I I I � IIII. � m o L_f m \ ae lmiry i} ;I. y N O ��m "are„ f • � �� b } III E E a a" _ 3' ,...-.E,,,,, s a. a.a�. 4 i i -s _ RNLI ONII �� Q N +N = E ai E �a �1; N m ° m t I W ay.1..Ta1,M M.M n E $ ` e=rvnaement E mw rowe N O ,rem..."e Cm p m.",�e bm.: m W '.:1 ' B ra 0 0 E 20 0 Ce wa�.ti,w J I ooMpmam z = Bm E _ w M Q E L. EWoken Me 6,111. . W °e N m a E c A 3 H rn 2 `a E m 8 d 2 N d VI n COm r 3 m 8 oi, , g t ".m r r m e n ° $ ° W a m m in a 1 1m c o Q 2 12 = O r 1 I fl�9 _ e % 2. 12 zfi . W IT 0 as .".ream le,z��, 9' E E 'e m m E_ Wiz° m m S Ts a j OJ �k ear. N 2COn N E -a 'O Q m Y 2 0 O p //^/ a j . `m 3 `m a 0, a a I E N O v P w E 2 n d S I=1. d a 2 E W x ce °i y V `m B E. E ' ° i° > .. a a a w.u°w �` N C O C N Q Q = K E W @l N C 1 N II) cc w Cn N .'E N N y N I � W Q �� IF— o in a co b ¢8 in a , S o o. twit w El g — 1 m } z N co 4 a; v; p- 10 m #330248 #330247 #330149 N W s \ } J r l' STANDARD PAVEMENT MARKINGS W/TURN LANE STREET NAME SIGN NEW FHWA ARROWS (ELONGATED) LARIMER COUNTY REVISION NO: 1 DRAWING LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 1 DRAWING URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION STREET STANDARDS DRAWINGS DATE: 03/02/01 1404 STREET STANDARDS DRAWINGS DATE: 04/01/07 1411 STREET STANDARDS DRAWINGS DATE: 02/28/02 1420 U Z pC c O 12+00.00 14+50.00 Q E 7580 7580 7576 7576Ce 0 7576 ROW 7576 7572 ROW 7572 W W c PROPOSED GROUND(T1P.) 7572 /� -_-7572 7568 7568 Q .L —_ N 7 7568 7568 7564 7564 Z C - W 7564 7564 7560 756044( EXISTING GROUND(T1P.) 7566-20 0 7560 7556 -20 0 7556 (/ ) 11+50.00 14+00.00 7584 ROW 7584 7576 ROW 7576 7580 7580 7572 - 7572 Ce 7576 7576 7568 7568 O 7572 - - -- 7572 7564 - ------ Y - 7564 L z 7568- 7568 7560 7560 0 C L Z o z 7564-20 0 7564 7556 -20 0 7556 Z' 0 � w CIo M Z W I 3 W 8 V as Fy o o e 11+00.00 13+50.00 15+85.81 > >�// 7588 ROW 7588 7576 7576 7572 ROW 7572 W�/ IX i ROW Idi a ^> x 7584 7584 7572 7572 7568 7568 o F CU A _ate Z G Z 7580 7580 7568 7568 7564 7564 g Z c 0 x D 7576,- �t.pµi„� ___7576 7564 7564 7560- ---_ 7560 M U -- ��l o FZ co 7572 7572 7560 7560 7556 7556 ry V W J W 0 0 Q 7568 7568 7556 7556 7552 7552 J 8 3-20 0 -20 0 -20 0 LL a J 0 0 13+00.00 2 10+50.00 75e0 7580 (1) 7592 7592 7576 ROW 7576 15+50.00 0 7588 ROW 7588 7572 7572 7572 ROW 7572 Q 3 LLI 7584 7584 7568 7 / am_ ---7568 7568 7568 Q 1 = (, 7580 7580 7564 ----_--�---- 7564 7564 7564 P 7576 7576 7560 7560 7560 -- 7560 o W z 7572 20 0 7572 7556-20 0 7556 7556 20 0 7556 U LJJ LNLI o Z F n Q E, cC 10+00.32 12+50.00 > W o Cl) ;' 7592 7592 7580 7580 < > g 15+00.00 CAce o o 7588 ROW 7588 7576 ROW 7576 7576 7576 W z U — a V) 7584 7584 7572 7572 7572 ROW 7572 Q N 7 2 W 7580 / '�� 7580 7568 _- ----�/ 7568 7568 7568 0 0. H N T. W CJ 7576-_ 7576 7564 - 7564 7564 a--- -- 7564 7572 7572 7560 - - 7560 7560 7560 17.1 ° 7568-20 0 7568 7556-20 0 7556 7556 -20 0 7556 3 s p 10 =0 10 20 SCALE SHOWN IS ACCURATE WHEN PRINTED ON 22X34 SHEET WITH 1:1 PLOT SCALE.DOUBLE HORIZONTAL HORIZONTAL SCALE:1"=10' AND VERTICAL SCALES ON 11X17 VERTICAL SCALE: 1"=10' SHEET WITH 1:2 PLOT SCALE. GRAVES AVENUE SAFE ROUTES TO SCHOOL SIDEWALK IMPROVEMENTS PHASE 2 ESTES PARK,COLORADO CONTACTS OWNER TOWN OF ESTES PARK,PUBLIC WORKS DEPARTMENT, ATTN:RYAN BARR, 970-577-3575 SHEET TITLE CIVIL ENGINEER/SURVEYOR/ SANDERSON STEWART C1.1 COVER LANDSCAPE ARCHITECT 425 WEST MULBERRY STREET,STE.201 c1.2 LEGENDS&ABBREVIATIONS FORT COLLINS,CO 80521 - - C2.1 EXISTING CONDITIONS AND DEMOLITION PLAN 970-893-1688 - t' C3.1 OVERALL SITE PLAN C4.1 GRADING PLAN ( CS.1 PLAN&PROFILE-GRAVES AVENUE SOUTH SIDEWALK-STA 10+00-16+00 WATER TOWN OF ESTES PARK WATER DIVISION, ,J,\, C5.2 PLAN&PROFILE-GRAVES AVENUE SOUTH SIDEWALK-STA 16+00-21+50 CHRIS ESHELMAN, ', C6.1 DETAILS 970-577-3630 'y C6.2 DETAILS f2 C6.3 DETAILS 9G C7.1 CROSS SECTIONS-GRAVES AVENUE SOUTH SIDEWALK SANITARY SEWER ESTES PARK SANITATION DISTRICT, JIM DUELL, SITE 970-586-2866 UPPER THOMPSON SANITATION DISTRICT, MATT ALLEN, 970-586-4544 GRAVES AVE. n ELECTRIC TOWN OF ESTES PARK POWER& 0 COMMUNICATIONS DIVISION, 3 TYLER BOLES, c z_ 970-577-3607 9 FIBER TRAILBLAZER BROADBAND, BRODIE AVE. JOE LOCKHART, 970-577-3613 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 TELECOM CENTURYLINK, STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. JUSTIN WALLACE, -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN 970-381-8449 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. TDS, JASON PATRICK, 970-539-0592 PROJECT CONTROL BASIS OF BEARING: GAS XCEL ENERGY, CONSIDERING THE NORTH LINE OF LOT 210F REPLAT OF LOTS 11 THROUGH 16 OF EAST MULBERRY SUBDIVISION,COUNTY OF LARIMER,STATE OF COLORADO TO BEAR S60°53'22'E BETWEEN THE NORTHWEST CORNER,BEING MARKED BY A NO.4 REBAR JODY HUTCHINSON, WITH YELLOW PLASTIC CAP STAMPED LS 38318,AND THE NORTHEAST CORNER,BEING MARKED BY A NO.4 REBAR WITH YELLOW 970-225-7834 VICINITY MAP PLASTIC CAP STAMPED SYSTEM, LS WITH ALL BEARD UPON G.P.S.CONTAINED OBSERVATIONS AND THE CITY OF FORT COLLINS GROUNDMASTER tilAlW COORDINATE SYSTEM,WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. OfrY114 PROJECT DATUM:NAVD88 ELEVATION:4942.21 FT NORTH BENCHMARK R-402 VERT ORDER-FIRST CLASS II MARKER: DB=BENCHMARK DISK SETTING:41=SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK STAMPING:R 402 1984 STABILITY:A=MOST RELIABLE AND EXPECTED TO HOLD STABILITY:POSITION/ELEVATION WELL HISTORY-1984 MONUMENTED NGS PREPARED FOR: STATION DESCRIPTION DESCTOWN OF ESTES PARK-PUBLIC WORKS DEPARTMENT IN FORT COLLINS,ED BYNATIONALTHE JUNCTION OF SURVE STR9 IN FORT COLLI AT THE JUNCTION OF 9TH STREET AND LINCOLN AVENUE,IN THE EAST EDGE OF THE CONCRETE FOOTING FOR HIGHLINE TOWER NUMBER 29, P.O.BOX 1200 47.8 METERS(156.8 FT)NORTH OF THE CENTERLINE OF THE AVENUE, ESTES PARK,CO.80517 22.3 METERS(73.2 FT)WEST OF THE CENTERLINE OF THE STREET,AND 0.2 METERS(0.7 FT)WEST OF THE EAST EDGE OF THE FOOTING.NOTE-THE 5 FOOTING IS 96-INCHES IN DIAMETER,26-1/2 FEET DEEP AND SET INTO 9 FEET OF BEDROCK PLEASE NOTE:THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 PROFESSIONAL ENGINEER CERTIFICATION UNADJUSTED FOR THEIR VERTICAL DATUMS. THESE CONSTRUCTION MANS FOR ALLEN SERVICES PLUMBING&HEATING WERE PREPARED BY ME(OR IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATION SHOULD BE USED:NGVD29 R LARIMER COUNTY DRAWING REVIEW UNDER MY DIRECT SUPERVISION)IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD STANDARDS UNADJUSTED=NAVD88-2.89' AND THE STORMWATER DESIGN STANDARDS FOR LARIMER COUNTY." ENGINEER'S NAME: JOHN E.TUFTE,PE A REVIEWED BY: COMPANY: SANDERSON STEWART MONTH,DAY,YEAR S A N D E R S O N 41),i, LARIMER COUNTY ENGINEERING DATE LARIMER COUNTY INDEMNIFICP.TION STATEMENT E W A R THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS.REVIEW BY THE ENGINEER WHO HAS PREPARED THESE PLANS,BY EXECUTION AND/OR SEAL HEREOF DOES THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN. HEREBY AFFIRM RESPONSIBILITY TO THE COUNTY,AS A BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS,AND APPROVAL OF THESE PLANS BY s THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON-SITE IMPROVEMENTS THE LARIMER COUNTY ENGINEERING DEPARTMENT SHALL NOT RELIEVE THE ENGINEER WHO HAS WHICH MAY BE SHOWN.THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC PREPARED THESE PLANS OF ANY SUCH RESPONSIBILITY.FURTHER,TO THE EXTENT PERMITTED BY 4 IMPROVEMENTS ADJACENT TO THE PROPERTY.CONSTRUCTION OF ON-SITE PRIVATE LAW,THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY LARIMER COUNTY,AND Enduring Community Design IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORSHEET OR STUDY(S),FINAL ITS OFFICERS AND EMPLOYEES,FROM AND AGAINST ALL LIABILITIES,CLAIMS,AND DEMANDS WHICH rc DEVELOPMENT PLAN(S),SPECIAL REVIEW(S),AND BUILDING PERMIT(S)ARE COMPLETE,APPROVED MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THE PLANS. 3 AND ON FILE WITH LARIMER COUNTY. PROJECT NO: CDOT 23027 I 30% REVIEW - NOT FOR CONSTRUCTION 425 West Mulberry Street, Ste 201 I Fort Collins, Colorado 80521 I 970.797.2504 I sandersonstewart.com o C LINETYPES ABBREVIATIONS �11/ a�y EXISTING PROPOSED AC=FINISHED GRADE AT ASPHALT PC=POINT OF CURVATURE BC=FINISHED GRADE AT BUILDING CORNER PI=POINT OF INTERSECTION Z ~ el EASEMENT LINE STORM DRAIN O � C RIGHT OF WAY LINE CURB AND GUTTER BRK=GRADE BREAK POC=POINT ON CURVE g MAJOR CONTOUR EDGE OF ASPHALT BFV=BUTTERFLY VALVE PRC=POINT OF REVERSE CURVE Cl) \ E O MINOR CONTOUR EDGE OF GRAVEL BVC=BEGIN VERTICAL CURVE PT=POINT OF TANGENCY S 0 CS=CURB STOP PVI=POINT OF VERTICAL INTERSECTION W W rn — — EDGE OF ASPHALT 3157 CONTOUR Z C EA=FINISHED GRADE AT EDGE OF ASPHALT RED=REDUCER OVERHEAD ELECTRIC LINE �' / / / / / / / / / ] DEMO AREA 0 Z v/1 I EC=FINISHED GRADE AT EDGE OF CONCRETE RT=RIGHT FBI '3 -E ELECTRIC LOCATE PROPOSED ASPHALT C — EVC=END VERTICAL CURVE SD=STORM DRAIN V II‹ l1J X X— FENCE PROPOSED CONCRETE Cr)EW=FINISHED GRADE AT EDGE OF WALK SDI=STORM DRAIN INLET = () 0 0 CHAIN LINK FENCE I I PROPOSED GRAVEL EX=APPROXIMATE EXISTING ELEVATION SDMH=STORM DRAIN MANHOLE re -Ini -FO— FIBER OPTIC LOCATE FL=FINISHED GRADE AT FLOWLINE SRVC=SERVICE —•••—•••-- FLOW LINE Z FT=FEET SS=SANITARY SEWER —OAS GAS LOCATE 0 FG=FINISHED GRADE SSMH=SANITARY SEWER MANHOLE EDGE OF GRAVEL GR=EXISTING GRADE AT GROUND TC=FINISHED GRADE AT TOP BACK OF CURB V Ce ———— PIPE 0 GV=GATE VALVE TW=FINISHED GRADE AT TOP OF WALL iiil SS— SANITARY LINE LL. HP=HIGH POINT WTR= WATER -1Y— WATER LOCATE z LF=LINEAL FOOT (TYP.)=TYPICAL O o • LT=LEFT Z o 6 ~ w o KEYNOTE CALL OUT L = p M 4 �(SEE KEYNOTE LEGEND) z 7. W W m 0a 0 0 0 W 12 L x o WL S z Oo M ~ Z AN o W J 1:6J B QE¢ [i U U O SYMBOLS J 0 0 04 SANITARY MANHOLE X STEEL POST V GAS MARKER I T-POST LA CC CURB CUT W WOOD POST 0 I O MAILBOX DECIDUOUS TREE LA ® FIBER OPTIC VAULT CONIFEROUS TREE W O TELEPHONE PEDESTAL ql) LANDSCAPE ROCK 0 Ce ESv VALVE BOX )' HANDICAP RAMP W 00 ELECTRIC VAULT 0— FENCE GATE LPL ® ELECTRIC BOX I SIGN FGUY WIRE • FOUND MONUMENT AS DESCRIBED W N p pi POWER POLE • CONTROL POINT LZ z O a 0. Ell ELECTRIC TRANSFORMER Q > O m ° WATER VALVE (A o 0 co LU ce as i' V FIRE HYDRANT 2Y < v) WATER SHUTOFF VALVE � G� H LLI Lo V In T. U) J t';, WATER MANHOLE NOTE: C 1■2 -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 SSTRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. ri -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. b SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION y \ I 10.00'UTILITY EASEMENT , \ \ CD CI \ LANDSCAPE I REC.NO.85024471 I I 7 TIMBER \ RECTANGULAR E RAPID FLASH BEACON 10.00'UTILITY EASEMENT LOT 1 I 1191-1203 GRAVES AVENUE \RAPID GRAVES AVENUE REC.NO.36657 DEVILLE OWNER: MULTIPLE PARTIES LOT 10 LOT 11 N \ I DEVILLE 1221 GRAVES AVENUE /�/3 0 ',` \\ WOTMNDppc4 REBAR BLOCK WALL OWNER: O'RILLEY ENTERPRISES,LLC LANDSCAPE ROCK SHRUBS L DEVILLE OWNER: SCOTT MILLER rr V ,...., \ \ \_ ----_- �1 \ C - /� _- I KEYPAD \ \\ \ \\\\ \ C 1/\\ \i` \- \�___ T __ -— \I\ T / 7138—-- �l P _ J—S _ ----- Set Ir �\ ) Q M 44(N. Z \ \\ \ \ SB> bah g5\ 9y 6 —— \ "\ \ \ \ \ \ \ 1� --\>baB\ \ 83\ 2 o \ .s '9� , "SCHO L ZONE"SIGN TO BE \\ l \� \ \ \ 2 s `'\ _ sal s`\ \ // s/ \ AVES AVE�JyE REMO AND RELOCATED \\ SSMH 1930 1 \\ 11 \\ \\ \\\Y/ °£v \ \ I / I (50•ROW) \ mro �ses�� — - w 1 I i ®�%, �, r/dv Ate® ®Q �r:� o Way 4F G� o� ,�j��//V/I ,o® �ROI / _ �:a:�y��n� -rami/ ZAir � lilll �` /�T �//'® Z \ L To _ ra - \ \ s I �+•.ram-�._�---- --_ �� O )— I-7s9s— - =--- N4�\ '�� i /-- '� FWND'�14 AR F0 • m ®I 1 I- o 2-- �- -------------- - I REC Z 1 BLOCK�WALL ® ) r \ _ / \ -759a- --- __ _ \� / l \ ,L / - NITH OPC Ls a�9z=_ •... - - ss I III / _ �EBAx— O _ \ -L �j WITH OP LS 2697 NO VEHICLES , �: -•I ' I `\ I j59LANDSCAPE- / / , _.`Fn L>see— \ _ >sac—"� FOUND / SIGN) Oy I -- \ —— r ——7sa7-=3Y-_ \ / 1 �'% I \\ �' -TIMBER�� / \ LL 'I\\ /� 9,- �t� ,✓ \ PIPE UND1C TIMBERS -7 l� i ` \ `, � c ODEN SJ01Y�5� - / \l� \ /C I \\ sa--- \ S�'ONE 1 -' : • sae' \-� CHASE I ( 1 LL V A ./%A T.` r'q - _ / / -. A I ��. I SIGN LANDSCAPE - ��I I N I A I Z o. \ �/, , i �� I / 600 ST.VRAIN AVENUE 1REC. U17LITY EASEMENT ONE STORY CHASE TIMBER ONE STORY I O_ / \, V S. \- \ V OWNER: MULTIPLE PARTIES REC.N0.20050011972 �� COMMERCIAL COMMERCIAL O / \ I /y9^ye 5.00'DRAINAGE EASEMENT > n \ X/ //i ik- _/ / ASPENWOOD LANDSCAPE 15.00'UTILITY EASEMENT NEC.Na 20060005719 STONE RIDGE CONDOS Z O '� z / \ �� PROFESSIONAL CONDOMINIUMS TIMBER REC.NO.20060005719 10.00'UTIL TY EASEMENT OWNER: JAMES ARV DSON U E / \ ^;/�\ \ �A \' (/ \ 1 HORIZONTAL DATUM: REC.NO.20060005719 2 0 I \ \ \ \ '//\ // I\\ MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE 10.00'UTILITY EASEMENT 1180 GRAVES AVENUE / f M \ \ REC.NO.20060005719 OWNER: GRAVES AVENUE PLAZA,LLC �j Z / 7.. eo \ \ \ \ SCALE FACTOR 1.000401381(0.99959878) LOT 348 OUTLOT A 3 W \\ \\ \ IA / \ / \ \ VERTICAL DATUM: AMENDED PLAT OF LOT 34A MANFORD ADDITION STONE RIDGE W o >11 / / NGSVERTICALBENCHMARKCOLLINSON AND LOT 34A BONNIE BRAE ADDITION OF THE CONDOMINIUMS ` a a TIMBER I ELEVATION=7497.80(NAVD88 VERTICAL DATUM) AMENDED PLAT OF A PORTION OF LOT 34 MANFORD ADDITION AND A PORTION OF LOT 34 \ NOTES: BONNIE BRAE ADDITION \ I r ce 3 0 1. UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES,LLC m \ 2. THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT.ALL LOT LINES, 1 a Lii RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE. °o g Z ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY 0 2 CONSTRUCTION OR OTHER IMPROVEMENTS. C c, KO DEMOLITION QUANTITIES: en_ Z 1. CONCRETE-3095 SF SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION wK G 2. ASPHALT-1234 SY ro W J 3. ASPHALT SAWCUT-1166 LF I M O 0 Q LL a 6 O' 1210 WOODSTOCK DRIVE OWNER: INSELF STORAGE 8,LLC I ----7559---/// /L_ r`\ \®T]p -- — ----------755>>556_---' O 1310'M9NFORD AVENUE 7sbo--- / II I \\ �_ -- -- ---------75sa----_— 0 LOT 12 `\ DWNER; E-- PARK-HOUSING-AUTHORITY- 1561 - ----- — -------->ss9-----_--- I -g 5\ \\ \ \\ \ � \\� � F 7560--------� I ('/ T55� _ 10.00'UTILITY EASEMENT DEVILLE ,5^� r,- \ ` 6T 42 -756,-___ ---- EC.NO.36657 ——— /\ \\\ \ FOU�D_ REBAR / \ - 7565 I >��--- K -- _ — —y757�—— — — i —f,,,— __I\\\\` \WITH OPC ES 37946 / — >sba————— "— r N — ——- �_ >sb -_---_- __--�� \ ire \\ N. i \--- -----� \_\ 24 D5_ I------I � ------ '� •, I '_'_ 7s --__- ;9�- _ --_- \ \je\ \ \ CONDUIT \ _ __— -EC 7561.62 \ I / --- C- S$LEM'10579�-\ O / //� s> ® '\V l� ® \\��,\�\ �5�1/\\ \ - I /\` F�2 RCMP -------- / i�---sc -- // __ _ AIM=756136 , '�i�!I I 'J/ e\ / oHv / J oxP Y ,.MI\\ \ -' ram---- -- '� \Lw c --G�-W--G---W--e w !� {� -- -------�.--� ��\ •_,_III - W CONDUIT \ �i•i:-�Jlif"" \ \ \ Y-_ c \ >__ _ G c �\ — \ �� i. -1----�-- L s N N ) N \ 1 -\ �., --� --- - ' /// \ \ -� EXISTING FID AND RANT TO \ c N. \ \ �\ �- ------- �� CC ZO N N REMOVED AND REPLACED N v N v ° A A v v --- A w \ p T \ w \\ \N \: N w \� \...9,� ,\ �\ 3 ---\\\ _�>56s "�•\ \\ .I 7s6r� J �� mow\ '--_ (;RAVES AVENUE �a, 3 `w Q 74,00 ii rico.IF7 L mr , ___pm,r_ ,.____,. o Al, r "_. . _. _ „pp., �ry.1 \ D4 \ I //,- S"PED AHEAD"1�GtrAF: o— ——— - c __ _ Z FOUND REBAR I \ / R�lM9 AND NC-•• ————— c / c �I W o Z WITH BROKEN PC \ \ — 'r--- I // /— L- 75a / g —o— O O / \ ,y\ ��5\!\ >5' _ - _ .�'�® �f.. LANDSCAPE \ > w J SSMH 10951 DIRT COVERING ,\R -- - > -- ��-\ -\\ \�' - ° , RIM=7577.70 ASPHALT TWO STORY FRAME 12"CMP r_---\�\1\ \ ^ AL—U SIGN \ \ —l / r'- , �� I TIMBERS \\ - Q OU Q MULTI UNIT RESIDENCE FL=7569 21 I I \ ALLNUTT SIGN \ \\ ,L I 10.00'UTIUTY 94EA EMENT4 1350 GRAVES � I � II N a Y O 1260 GRAVES AVENUE LOT 32 I \ SIGN 'STOP"SIGN TO BE C\.ice W (.) 30'%30'LIFT STATION EASEMENT 10.00'UTILITY EASEMENT MAN FORDI IREMOVED AND RELOCATED ' -- > y Q (,9 REC.NO.94071574 REC.NO.94071574 STONE RIDGE CONDOS ADDITION 1302 GRAVES AVENUE RIMM 10428 ¢2 w Z 16.00'ROW RESERVATION OWNER: JAMES ARVIDSON STONE RIDGE OWNER: ALLNUTT FUNERAL SERVICES,INC.I ->566 - G� lD _ B1706 P728 CONDOMINIUMS LOT 1 LOT 2 ° T. w w EPOS SUBDIVISION EPOS SUBDIVISION (' 1350 GRAVES AVENUE OWNER: JEFFREY CRONA 1 II 1 C2.� SCALESHOWN IS ACCURATE WHEN PRINNTED ON 22X34 SHEET WITH 1:1 PLOT SCALE.DOUBLE SCALE ON 4 11 X17 SHEET WITH 1:2 PLOT SCALE. rc NOTE: tAtiW El5O a -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE 1 I 20 1=0 240 ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE b STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. NORTH SCALE:1"=20' -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. SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION 410 NI o \ \ I Z • I \\ 110.0'UTILITY EASEMENT 1210 WOODSTOCK DRIVE O REC.N0.85024471 OWNER: INSELF STORAGE 8,LLC (/) ` E \ \ LANDSCAPE LOT 1 / / 0 TIMBER FOUND#4 REBAR 1181 GRAVES AVENUE 10.0'UTILITY EASEMENT I 1191-1203 GRAVES AVENUE LOT 11 LOT 12 LJJ W co WITH YPC REC.N0.36657 DEVILLE OWNER: MULTIPLE PARTIES LOT 10 10.0'UTILITY EASEMENT / C BLOCK WALL OWNER: O'RILLEY ENTERPRISES,LLC - LANDSCAPE ROCK SH UBS DEVILLE J DEVILLE OWNER:RSCOTT MILLER _ REC.N0.36657 DEVILL / Z Q •L KEYPAD - SITE PLAN NOTES O N ",,` �� Lir.�� * / • 1�7 ® 'ice Q ESTES PARK INFLOW CURB AND ~ ` C A; li GUTTER VJ (,GRAVES AVENUE (50' ROW) - � - RELOCATED"SCHOOL EXISTING MANHOLE _ Q SINGLESO SOLID WHITE LANE LINE ZON SIGN" ® LC.U.A.S.S."TYPE 2"DRIVEWAY M N RIM BE BAD9USTED TO WID HN tlHUKR:�R DETENTION AREA BLOCK APPROACH Ce y�' 43.7 a RELOCATED FIRE "erPROPOSED GRADE WALL TO REMAIN UNDISTURBED TO BE PRO TED \ 66.9' 81.9' _ _ ADA PEDESTRIAN ACCESS RAMP -J.: - �' - - Q AWING WALL WITH _�' , _ _ . i rj 12"WIDE RETAINING O i ^. . .. ':. ,_-, :. ..�'y '$IDEW ... ': .- • W r--f"a EMTy 1Q SIDEWy :`^.:,7U SIQE F - �.Q .Y ,' sIRAILING. fin _ � ,'' T -"� - b � FOUND/4 REBAR WITH .. c w bidMr :,":Ada ( - eilt; �s g e, T `� - LANDSCAPE - OPC LS 28974 TO BE I J \--�m�- 4 ? S -- R - - 10.6'fDIRT COVERING p A, /� SIDEWALK\ J NO VEHICLES ' 1a1a ': ,,.:: TIMBER / _--•_ 75.0'F `gyp/ PIPE MNDERp = -PROTECTED �' ," REBAR ASPHALT I MUL�STORY Fl ilk, ' `WOODEN SIGN -G �� / I �f f V STONE , FOUND/4 R RIM-757770.RIM TO yG SIGN , 1 r H SIGN J EXISTING MANHOLE 1260 c tmo) 1 ® ON600 TJERSTMU LTIPLEAPARTIES I ONE STORYI LANDSCAPE) r�E STORY I l TO OPR LS 26974 BE ADJUSTED TO Ce \ \ \ COMMERCIAL TIMBER COMMERCIAL TO BE PROTECTED BE GRADE 16.0'ROW RESERVATION O 24"SIDEWALK CHASE TO STONE RIDGE CONDOS 81706 P128 ` _ 10.0'UTILITY EASEMENT LANDSCAPE 15.0'UTILITY EASEMENT 5.0'DRAINAGE EASEMENT BE ADDED FOR EXISTING OWNER: JAMES ARVIDSON \ TIMBER / 111 1, \ ///\ �,\ REC.N0.20050011972 REC.NO.20060005719 REC.NO.20060005719 / DETENTION POND OUTFACE Um \ \ \ \\� \ \ \/ 10.0'UTILITY EASEMENT 1180 GRAVES AVENUE 10.0'UTILITY EASEMENT Z \ \ ASPEN WOOD REC.NO.20060005719 OWNER: GRAVES AVENUE PLAZA,LLC NEC.NO.20060005719 OUTLOT A STONE RIDGE CONDOS 0 En LANDSCAPE \ PROFESSIONAL CONDOMINIUMS STONE RIDGE OWNER: JAMES ARVIDSON 0 TIMBER \ LOT 34B CONDOMINIUMS \ AMENDED PLAT OF LOT 34A MANFORD ADDITION � Z o o \ AND LOT 34A BONNIE BRAE ADDITION OF THE • w \ AMENDED PLAT OF A PORTION OF LOT 34 = CI \ 1 MANFORD ADDITION AND A PORTION OF LOT 34 ` 3 M .. \ \ \ BONNIE BRAE ADDITION UJ 3 o 1 � o o B \ \\ \ k UJ > II 9 C o z CO a g D M " Z SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION - G Lli O L Q \ LT 0- 6 d 1210 WOODSTOCK DRIVE 1310 MANFORD AVENUE 24'WADE L.C.U.A.S.S. 0 ER: INSELF STORAGE 8,LLC OWNER: ESTES PARK HOUSING AUTHORITY 'TYPE 2"DRIVEWAY = APPROACH I - cvn 1.0'UTILITY EASEMENT LOT 12 I I za'ADS EIE 0 REC.NO.36657 DEVIL I �FL=7561.42 A J FO UND L'4 REBAR ® : La �WITH OPC LS 37946 a 0 0 4 \Y 24"CMP FL 7561ADS.62 SSMH 10579 �B RIM=7561.36 ' °� W v® �L=P..04 01 ' UHF Q Y �W `V P/ CN QN 'tV Y/ �y G G G ill I- i, W - H� nu A N 1 w 77 W 0 1 O FOUND RI:AR 24"CMP TO BE EXTEND SEE PHASE 1 PLANS FOR W ce ° PENETRATION .,,,,,,,......,;(12 •' FOR WALL SIDEWALK IMPROVEMENTS TO BE PROTTED ExlsrwcFL 7567.6a '^'^ GRAVES AVENUE (50' ROW) , b LLI iJ -- - 'n,- - _ .-:'24.0':'• "->l'.'I ..Y ..s...,.. ,I, .. 10'.SID\� -... .`P� TO SIDEWALK -,._.. � .�:,.. -'1,0'SDEWALK'..'v°-r�24.0'".T��: �«TO',SIDEWA4K'..i.'.r.'•_;,�r24.0'�.��.:?"'.''"':':,i..:;,'T:�EWALK-•:..:..�:�:`., '•..v.�.... ..... ,� _ .... ..... . v. v ..>. ... �, ......... : ::......s. LIJ Wilma k DIRT ASPHALT TWO STORY FRAME12"CMP In� RELOCATED"PEDESTRIAN 1I Z F 0MULTI UNIT RESIDENCEFL-7569.21 '� AHEAD SIGN' - 200 3.0' ALLNUTT SIGN 10.0'.NO. EASEMENT I W w Z 1 1260 GRAVES AVENUE REC.N0.94071574 > w O 16.0'ROWRESERVATION30'X 30'LIFT STATION EASEMENT LANDSIF 81706 P128 REC.NO.94071574 LOT 1 1350 GRAVES S GN TIMBERS AND GRAVEL \ Q > 0 d EPOC SUBDIVISION SSMH 10428 (/) a LOT 32 10.0'UTILITY EASEMENT LANDSCAPE RETAINING WALL TO RIM=7565.20 LJJ ce ARRREMOVED AND RESET.FINAL LOCATION LOT 2 '- 8 STONE RIDGE CONDOS MANFORD REC.NO.94071574 BE DETERMINED AT A LATER DATE. > Y Q J o OWNER: JAMES ARVIDSON ADDITION j° EPOC SUBDIVISION a LU 1302 GRAVES AVENUE 1350 GRAVES AVENUE 2 Ui Li STONE RIDGE OWNER: ALLNUTT FUNERAL SERVICES,INC. OWNER: JEFFREY CRONA Q W CONDOMINIUMS (' ~n T. w O 1 1' C3.1 o L _ J L SCALE SHOWN IS ACCURATE WHEN PRINTED ON 22X34 SHEET WITH 1:1 PLOT SCALE.DOUBLE1: SCALELO ON 4 11X17 SHEET WITH 1:2 PLOT SCALE. rc NOTE: tilW E;;11 30 15 0 30 60 a -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 L STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. NORTH SCALE:1"=30' -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. SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION cb c I I 4110,� c \ I 1 Z � \,\ 1 �3 W W cn c A _ - z lL /\\e\ \ v s> 9, • 9 a a, \ 9 1 • • 'r - , r--+: :. -,... Ism ate? .� 'FA — .�na� �� •- ,/ \\ �_S !-� `\. .:o;. .-T.: \ - .; �` •^EBs. _�_ �-`co•�. _�/ �`4. __ 'z�§� ''` •.': - _ I �� _ _ �� 11I1li risT WnIR1i';�S - ii • . U G ' "- ]593 _ ..' 3 �FG 'n \F, FO /^ � ; I..*-. — \ - —_>Ssa — -- —� ' ��_ I —/ �— _ -- w.. . ;M -- ® /J I Ce w ' V 1 I -Ts95-- - A v ,L -�`fcs -->6ea, / ill 11 .vY {� I �.� �/ , �,� �// / / 1 1, \1 — / 1 , --Itii, . .� — ]sa] 3Y— \� �`"- 1 / I I I - 1 ( 1" 111 N OALL O \ •//; \ \ l \ISM ; I ( INFORMATION Q o \\ \ \ 3 w _ UJ o 0 0 1 \ \ \ W 3 N Ls Y r _ _ cc o > O a g IL U O Z 0 co 7 M— 8Z LA SOUTH SIDE GRAVES AVENUE SIDEWALK EXTENSION G Li o o a I ' I 0_ 01 a 1 ry ]559-- /// /.I- _ __- 55>)556= [ 0 �� >559______--�_ 5\ \ \ \\ \\ �_\ _\__ __ ___------]561 �/ ----- _\ -- ]566--------� I (/ / \ /T55t i /\ \\ N. N._ _ _562--- N. 561 _ N. \ � it l (n /JR. oHa JI 1H. ..1 . u 1 \ \ _ c G >- -e - ------ic= --- - w_If ' DHP / .HP / oxP / P j tisA\_ -- c-- ---- N. —_L — — ' _ w_ 1-\w ------- --- --___ �\ W -- 0 9 \ \/ m __ — w 1� o _ w� � _ iaQ - -7551-... 0 \ \ N s N \ \ N \ _ _-_ -- _ N N. N. a T \ . N N. N. \ _ CC '43t S�1�-eLil�� . A •i�991Y.- v � _ R.. .... • - - V w r? , A o mr0, ib _ w a • Y _ eb:� . .�"'" \�� - � v 33S_ - :. �ti � � _ _ 5 1 / MEMO 9 \\N '-4 _7,,,-- -- < > � , _- s _vi ,:2:1 :: w •— � � __ � / — \\R _— � �s6ew / — � 1 li 1--°1 [ I \ \, NI-- 1i a s J N a Z SEE SITE PLAN FOR Q W L ,,Linn/ W RETAINING WALL AND El I STORM PIPE INFORMATIONO V N T. W I 1 C4.1 Q SCALE SHOWN IS ACCURATE WHEN G PRINTED ON 22X34 SHEET WITH 1:1 PLOT SCALE.WITH 1: SPLOT SN 4I 11X17 SHEET WITH 1:2 PLOT SCALE. rc NOTE: tlAW E51;11 20 1=0 20 a -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 b STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. NORTH SCALE:1"=20' -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. _ 4111 c \\\ I 1 1 1Z \ 110.00'UTILITY EASEMENT 1210 WOODSTOCK DRI O REC.N0.85024471 OWNER: INSELF STORAGE C / / G \ LANDSCAPE LOT 1 may/ TIMBER FOUND g4 REBAR 1181 GRAVES AVENUE 10.00'UTILITY EASEMENT DEVILLE I 1191-1203 GRAVES AVENUE LOT 11 Li ()IT) WITH YPC OWNER: O'RILLEY ENTERPRISES,LLC NEC.NO.36657 OWNER: MULTIPLE PARTIES LOT 10 1221 GRAVES AVENUE 10.00'UTILITY EASEMEL I I \�\ \1/4 DEVILLE __ REC.NO.36657 BLOCK WALL LANDSCAPE ROCK SH UBS DEVILLE L OWNER: SCOTT MILLER � _�-y- W LL co 1 , _ i _ I KEYPAD V �A �� im_® ---- - f ee / - f`a1 / / / / / \ / \ -_ _ --_ _-_- \,,,, p �4 / n PHASE 2 SIDEWALK a C \ GRA S A NUE (50' ROW) _� `� _ W 9 \, R=28.50' \ 44( \ 7 N 87'14'35"E 66.85' \ SCyyOOL ZONE 1 1 \ \ \ \ 1 - - SirA I ss._LOCK WALL \ \ i, Cl) Il/ N35'3825RE \ E \r�J� 89'57'19" 81.89' N 88'41'11' 15.D3' �� S 89'25•2'E 183.13' _ 7� F S 89'57'1,"E 627. ��4 KEYMAP 44spia, FM_ ME ir _ //3 9 / / .� _~�i ND `°\ - ® ; ® ®I . .. L. :�. N.T.S. �� _- -- r i T �- � {6 —'`- — .. ui DIRT COVERIL1 J NO VEHICLES l AMBER-- / 1 XI �. \ PIP UNDER �I s �_ +4 \ I / I U ASPHALT sloN ,��`- \�� -now-' f V STONE r" V I o '\ ' � W006FN SIGN / / � HASE SIGN 11 \J d~ G ^� fJ r / 1 c /- �� P•OPO E ETA' IIbG WALL 600 ST.VRAIN AVENUE I ONE STORY LANDSCAPE) ONE STORY I I +W - / � - P �� COMMERCIAL I 6.00'ROW RE -�S�� COMMERCIA <O / / W- ®// I OWNER: MULTIPLE PARTIES TIMBER .. B1706 I / 7 , N=1377820.84 I LANDSCAPE 15.00'UT1UTY EASEMENT 5.00'DRAINAGE EASEMENT STONE RIDGE CONDOS U) w/ \ r, 10.00'UTILITY EASEMENT TIMBER OWNER: JAMES ARNDSON li / ''�\ E=3000048.83(.`I REC.NO.20050011972 REC.NO.20060005719 REC.NO.20060005719 Q LA O / // \,\ \.. �\ \��`�, 10.00'UTILITY EASEMENT 10.00'UTILITY EASEMENT (n \ \\ \ NEC.NO.20060005719 1180 GR AVE AVENUE / \ OWNER: GRAVES AVENUE PLAZA,LLC REC.NO.20060005719 OUTLOT A STI \ \ ASPEN WOOD STONE RIDGE Cil oWNE Um — I LANDSCAPE PROFESSIONAL CONDOMINIUMS TIMBER \ LOT 34B CONDOMINIUMS o ., \ \ AMENDED PLAT OF LOT 34A MANFORD ADDITION 11 AND LOT 34A BONNIE BRAE ADDITION OF THE I Z AMENDED PLAT OF A PORTION OF LOT 34 Z o \ I MANFORD ADDITION AND A PORTION OF LOT 34 ` I 11 M' 0 p M IL, 30 15 0 30 60 SCALE SHOWN IS ACCURATE WHEN LLI ! 1 ~ o PRINTED ON 22X34 SHEET WTH 1:1 �/ 0 �� PLOT SCALE.DOUBLE HORIZONTAL NORTH HORIZONTAL SCALE:1"=30' AND VERTICAL SCALES ON 11X17 16 '> IX SCALE: 1"=5' SHEET TH 1:2 PLOT SCALE. W Ce PLAN & PROFILE-GRAVES AVENUE SOUTH SIDEWALK-STA 10+00-16+00 V) _ P C Z S u 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 0 0 U z a 208.25'V.G. M U LOW PT STA: 12+25.39 m� Z� c LOW PT ELEV: 7589.80 ''" MV,, E , ri o PM STA:11+21.26 v' J - o n PM ELEV:7592.31 +O. Q d 7610 o K:34.91 LL a U c� A:5.97% 7610 �w it jw m J 0 0 V 7600 \� 7600 0 183.97'V.C. (') Y HIGH PT STA: 14+20.92 Q HIGH PT ELEV: 7585.59 W - a,,, PM STA:15+12.90 UJ II n PM ELEV:7584.42 = LU K.3g_12 1n n II A:-4.83X BVCS: 14+20.92 O = ,+' BVCE: 7585.59 ce f- 3 w EVCS: 16+04.89 D EVCE: 7578.82 Uri LLI I 7590 U o c Q 7590 GROUNDAT rL Z--"--------- UJ Qce 82, ii < N U al O aJ d LU z+ 0_ n T. w a g g C5.1 7570 rg < o o 2 n..1 a a s 7 p N ,A N N N o co W m a)n rg cN md 26 a Wd ro ma0 m 26 Pao n"1 In CO 2 LO ro r r r r r r r r r r 1 E5;(3 10+00 11+00 12+00 13+00 14+00 15+00 4114o zI 1210 WOODSTOCK DRIVE 1310 HANFORD AVENUE C OWNER: INSELF STORAGE 8,LLC OWNER: ESTES PARK HOUSING AUTHORITYal 0 < 7 o co .00'unuTr EASEMENT LOT 12 24 z°s - —-- -- -_ ce I\ _.- 24-IMPROVEMENTS- T.� \ �' \ I — -fL=70. PHASE2SIDEWALKZ R-20.00' { v v\ v v v t, <\ - _ — — _ L=31.06' +� W \ _ \ \ 20 MPH- --_ CHORD 3 GRAVES AVENUE (50'-_ROW) 3 5452744 \\ .� y 3, S 89'ST19'E 82 00' 03 J _.....n.... I� N.T.S. \: � KEYM AP : •\ I_ r , __ :.tz= — � -GALL 4 f . N —�m�r �" - _� — +_- TIM ERS AND� +, '\ IIF �M� DIRT COVERING I TWO STORY FRAME m —.lam\ \ �X } \ \\ - �.. GRAVEL ss — RI D ASPHALT PROPOSED RETAINING WALL {} MULTI UNIT RESIDENCE I \ L 5 005T02'W 6.5T \ Ul {' 30'X 30'LIFT STATION EASEMENT I 10.00'UTILITY EASEMENT 1350 GRAVES x O1 1260 GRAVES AVENUE L NEC.NO.94071574 ALLNUTT SIGN I REC.NO.94071574 Ft1+ 6.00'ROW RESERVATION I SIGN N=1377834.37 m O B1706 P128 LOT 1 LOT 2 E=3001146.52 _-- .coil LOT 32 EPOC SUBDIVISION EPOC SUBDIVISION RM-756520 10.00'UTILITY EASEMENT J 0 STONE RIDGE MANFORD NEC.NO.94071574 OWNER: JAMES CONDOSON 11 ADDITION 1350 GRAVES AVENUE 1302 GRAVES AVENUE OWNER: JEFFREY CRONA ` STONE RIDGE OWNER: ALLNUTT FUNERAL SERVICES,INC. p t CONDOMINIUMS 0 r Z O K O w81 30 15 0 30 60 SCALE SHOWN IS ACCURATE WHEN W ! 1 ~ PRINTED ON 22X34 SHEET WITH 1:1 1 �/ 0 C o 9111111E, PLOT SCALE.DOUBLE HORIZONTAL NORTH HORIZONTAL SCALE:1"=30' AND VERTICAL SCALES ON 11X17 WITH '>W IX SCALE: 1"=5' SHEET 1:2 PLOT SCALE. PLAN & PROFILE-GRAVES AVENUE SOUTH SIDEWALK-STA 16+00-21+50 V) C Z Sai U 16+00 17+00 18+00 19+00 20+00 21+00 21+50 0 0 zg M U 6' Z v) N G ti a 6 d 7590 83.08'V.D. _ - 7590 mN an LOW PT STA: 17+64.82 NM eo m n T LOW PT ELEV: 7571.23 °P"'. S n 43 0 PVI STA:17+23.28 m F. —I+ ,+on PVI ELEV:7572.61 nt0. K:44.16 0 � 0,U A:1.88% 0 Ww mm E'w 183.48'V.C. LOW PT STA: 19+66.90 1N ?i° LOW PT ELEV: 7566.82 a14 V apn PVI STA:18+75.16 mm +n PVI ELEV:7567.56 :02 K:72.73 A:2.52% a 7580 18+10.42=PVI Yw 80.10'V.C. 7580 H g' -0 ELEV= 757&48 m HIGH PT STA: 19+98.85 J 28 HIGH PT ELEV: 7566.56 O109 tA --S?t S'1i° PM STA:20+3E.90 ma W Q PVI ELEV:7566 24 n M K:30.88 i 0 !-min ,� A:-2.59% ,may; a ma m wW m x s> fmTl+ -3.33x FwLLI O 7570 LU N o 7570 til w n U u PROPOSED GRADE AT FL Q 0 8 J Fi N LL O 7560 7560 ¢ a .e8 mS J N d N c s ¢ coW fn °•S' p +� +S LL ¢ Z + E N N 0 mEl m N in d w a`,�° 25 45'V C, LOW PT STA: 21+14.61 OW PT ELEV: 7563 1 ��■� u PVI STA:21 s PM ELEV:7519.21 63.52 K:2.39 A:10.64% 7550 sNi � .E as W co n r 7O n I�tO OT COtD' n Nt- t. G6 0pj Op c6 ai r r• t0 at0 YiN 47 1 to IN^n ^n ,� inn L,LO n I,n ^n I,n ,nE5O 1 17+00 18+00 19+00 20+00 21+00 qi .F.2: Z ck c 0 m 24" t ' O Ce °� -1/2"R R W W c m3 Q PROVDE LEVELING PAD, 0DRAIN PIPE, N •� • ° BACKFILL AND ALL 11 _� N 2__TES PARK INFLOW REINFORCEMENTEOSYNTHETIC ESTES PARK INFLOW C IN W RB&GUTTER CURB&GUTTER V `� ° a 10.0' ,p• ACCORDANCE TO NEW PEDESTRIAN / / AW MANUFACTURER'S RAILING / 10.0' 2.0' UT/ STANDARD DETAILS / y SAW COMPACTED PROPOSED 2.0Z _ NEW VERSA-COAL(OR APPROVED Z.DS� "I�T Ar SUBGRADE GRADE �' Z.\ C, ,(. — .� ..:. L-; /a/1,(/3( ) — — EQUAL)RETAINING WALL.HEIGHT /// VARIS 1,0'TO 5,0' = j: t l,]\. \ ,il,• .••ilall .. ...,--- �,/w� NOTES: EXISTING =, --.3� Y/ GRADE EXISTING = __- 8•THICK GRADE —--- 6"THICK Z 1. CONTRACTION JOINTS FOR CURB AND GUTTER SHALL MATCH SIDEWALKS CONCRETE CONCRETE L MAXIMUM SPACING TEN(10)FEET. WALK WALK 0 2. EXPANSION JOINTS REQUIRED AT 400 FOOT MAXIMUM SPACING AND ADDITIONAL MAY BE REQUIRED AT THE DISCRETION OF THE ENGINEER. \/ ESTES PARK INFLOW CURB AND GUTTER TYIPICAL SIDEWALK SECTION TYPICAL SIDEWALK WITH VERSA-LOK Ce NOT TO SCALE NOT TO SCALE RETAINING WALL SECTION 0 iil NOT TO SCALE Um O 0 tfl L Z ce O U crf .. w o 2 0 Z C z W 3 M3 1-10 0 0 0 W N " x CLASS "A" BEDDING REQUIREMENTS ''9 TABLE I 0 '- g UJ J a. 7 LOWER LIMIT a SLOPING ` IJ r+) OR BENCHING OF DIAMETER(0) MINIMAL (tic)OF CRADLE(BYy O Q qZ �� LOWER mr,OF sORNG � 7, iRENOH WALLS 4- NI O CRADLE WID1H�.. 18- B<+8- O O g�F OR BENCHING O ,2-TYP F V'A. 1RENCH WALLS i^ 21-TO N- 6- Bc+8- en 12"iYP, tic ' U' DEN4TY COMPACTED BACK FILL 3 i DENSITY COMPACTED BACK TILL ry .z Q 'A /` �i�• AND-TAMPED �� M10-TAMPED 27.TO 33- B- Bc+8- N F ; (95%DENSITY AA.TO T-180) _ (95&DENSTY AASHTO T-180) C7 �y-y 36-TO 42' fa- 1.25 Bc LI J ,/2 Bc �%/F'pAM01 F 1/4 Bc 4 `J 6-i o 111/ ��-�'f��l/I. PLAN OR REINFORCED m Y 48-k LARGER 1/4.0 f.25 Bc J F/Y//J// ! f/N CONCRETE(CONTINUOUS) M///H.i9.._ Q a 2'-6° -P "�I?�, M c=2000 PSI MIN. °�W/A�8 / IT d CJ • LA 1/2 B< tic [lc=DEPTI OF BEDDING BELOW BOTTOM OF PIPE FOR 6° �i�i •• GRANULAR BEDDING MATERIAL 1 12 R y •'!' " (BEE NOTE G4 AND TABLE IIIJ CONCRETE FOR AND/OR DEPTH Or BEDDING ABOVE TOP 4 1/2• tl2 Ena�Fv CPLAIN OR ONCRETE(CONTINUOUS) PIPE=0. Or PIPE FOR CONCRETE ARCX =2000 PSI MIN H f,I ACR A NOTE( J PIPE O.D. CBApIE W,BTN .1 THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR iM 2"R. CONCRETE ARCH CONCRETE CRADLE STRUCTURAL DESIGN OF THE CONCRETE CRADLE AND/OR 0 ,n CONCRETE STORM PIPE CONCRETE STORM PIPE CONCRETE ARCH. 0 Gutter edge may be-______ _ tapered or battered. • - CLASS "B" BEDDING REQUIREMENTS - GRANULAR BEDDING (Typical for all Curb& rD i +<I- ` ' m B� TABLE II M V &Gutter Types) Btl IN DEPTH OF BEDDING MATERIALBELOW BOTTOM OF PIPE VERTICAL LOWER LIMIT OF SLOPING HAND-TAMPED BACK FILL(TM) PIPE SIZE-D' 01 0 OR BENCHING OF ♦' i o!.c o r FAN CONCRETE STORM PIPE 2 W Tye-4.�yq� TRENCH WALLS 12-TYP x IR,(;0•� I8.TO 3O 6- 3- 6- 12.TYP1 d°oR p 1.,„4 '44 t?l eACKBLL(TYP.) C' 6 f^ pe, x1 0© ADO,, b(�'.• FOR PLASTIC MIR4 PPE ^J' 36-TO 81Y 8- 4- 6' y/ LU 2 y '"p.? • I-o V' GRANULAR BEDDING MATERIAL A �� a-- 88-@LARGER 8- 8- 8- o J AIX6 ytl(�POD (SEE NOTE G4 AND TABLE m). ,o �7•+; GRANULAR 0.4 TABLE E III), L I/2 Bc O 90' (SEE NOTE BE DING III), •F D H OR DIMENSION.ICAL PIPE m 5v' e�$Oi A �m+,A VAOP (S g � W ' !1 Bc•PIPE 0.D. _ 3a' 5 ,nbn(,A e_^K,SROo:I)•'IWO :7('5 1 Bc 03:MINIMUM TRENCH WIDTH=PIPE OD.*16- 1B' __ 12 _ PIP B0.D PIPE 0.D. MAXIMUM TRENCH MOTH=PIE 0D.+30" ROCK EXCAVATION D =PIPE I.O(OR SPAN DIMENSION FOR W ARCH OR EWPTCAL PIPE), LL •4 5" 21 75" 3 75" IDEAL TRENCH CONDITIONStl A.tl.e =DEPTH OF BEDDING MATERIAL — PLASTIC STORM PIPE 1 2 3 BELOW BOTTOM OF PIPE Q • 3.63" 2„ E• . a TABLE III 9 B. BACKFlLL(T». B<�z. W • e " ?y FOR PLASTIC STOW PIPE' - •CLASS 87 GRADATION 4 y •ASTM C-33 OR ASTM 0-448 a 7" •A HAND-TAMPED BACK TILL Ow.) 0 LOWER LIMIT OF SLOPING J>c O(]� FOR CONCRETE STORM PIPE. Z F ' • c • +' OR BENCHING OF p<,� pF SIEVE SIZE R BY NE1.7 • • . . . r$'yt TRENCH WALLS M2-TYPI 0 D 1, 0', / 3/4- 90-100 W E, g 2TYP o�P ','4" l TRENCH BAIX DLL b OO > W O a 6-u CAMPED IN ,OO p/$(1 !� CEOIE%TILE FILTER(PER SPECIFICATIONS 02221) ]/8- 20-55 , O ROLL—OVER 4 /�--_—_`\ GRANULAR"UFT BEDDING MA pWAL ae''o °0< no.4 D-10 Q p U �f--\ / (SEE NOTE G 4 TABLE III). 1/2 Bc p�°..Oc�IF RD'JO O,� N0.B 0-5 a w (LOVELAND) •; C�,`� Oi l = v _ OC1,O.D O NOTE:THE PERFORATED SUB-DRAIN DETAIL MAY BE LU a ,a B< • P.b.G. Q FO2 FLEXIBIE PPE 0 W 00 y4U USED AT ME CONTRACTORS CWVENIENCE WHEN • 61 FOR CONCRETE PIPE—V/>(7m� /a O $^�JT� g� GROUNDWATER IS ENCOUNTERED IN 1HE TRENCH. JrIS ` Q e • "O1i •., 'e. Q 00I 6- ENDED TO PROWDE A MEANS OF MAINTAINING OJr CI ACS B NCLEN _ E2 .1"'e..bSp.ho•=.e_,V:N G O (j�• 1:( CONDITIONS IN THE BEDDING TRENCH DURING 2.1 BELL HOLES SHALL BE EXCAVATED AT J LU a V) MIN.,2 Be V O�()yIK�/"1 �. CONSTRUCTION AND SHALL NOT BE USED FOR ANY ALL BELL AND SPIGOT JOINTS Q - W (n _ 3 / )O Q -�V`/O ' OTHER PURPOSE. �/ W Q O Q Q 0 G Q 2.2 SUB B DRAIN PIPE TO BE AN ACCEPTED L f LLLLJI PIPE O.D, n /""�O r'V 6- PERFORATED PIPE CONFORMING TO 0 o _q•/, \J 0"`1`/�O I APPLICABLE REQUIREMENTS OF THE /n 2 LU W IDEAL TRENCH CONDITIONS J/ PERFORATED SUB-DRAIN SPECIFICATIONS. V v, d W 0 g CONCRETE STORM PIPE 1-,/2-WASINED ROCK COOT/35) STABILIZED TRENCH (8-DIA MIN.) 23 REDOING TRENCH BACK FILL TO BE SEE NOTE 2.2 COMPACTED TO 95%DENSITY, 3w \ ! f.FNFRAI NOTES; AA.TO i-1130 \` !/ C Y OR 1 THE DETAILS ARE TYPICAL F NORMAL CONDITIONS. FOR INSTALLATIONS OTHER THAN THESE(SUCH AS EMBANK ON EMBANKMENT,UNUSUAL OR UNSTABLE SOL CONDITIONS 0 OR TUNNEL INSTALLATIONS,ETC)EXCAVATION.BEDDING AND BACK FILL REQUIREMENTS SHALL BE DETAILED ON SC FORTH CONSTRUCTION D S G.2 ULTIMATE BACK DLL LOADS AND STRUCTURAL DESIGN OF PIPE OR CONDUIT SHALL BE BASED UPON Bp>TRANSIT.MOTH AS SET FORTH IN THE AMERICAN TRENCHING & BEDDING (CLASS "A" & "B") 8 CONCRETE PIPE ASSOOATION DESIGN MANUAL CURB AND GUTTER G3 FOR INSTALLATION 0.ER THAN TYPICAL CONDITIONS,EXCAVATION,BEDDING AND STRUCTURAL REQUIREMENTS.ALL BE DESIGNED IN ACCORDANCE N.THE REFERENCES NOTED(DESIGN AND CONSTRUCTION OF SANITARY AND STORM SEWERS W.MANUAL OF PRACTICE N0.9,ASCE MANUAL ON DONEE.°PRACTICE FIE CITY OF LOVELAND STORMWATER APPROVED: KWG DRAWING N0.37,LATEST REVISION)REVISION NO: 1 DRAWING A AS ACCEPTED BY ME Ott PUBLIC WORKS DEPT. CONSTRUCTION LAMER COUNTY04 GRANULAR BEDDING SHALL BEE HAND TAMPED IN 6-UFTS AND SHALL CONFORM TO USDA C-22 OR ASTM D-488 GRADATION SIZE p87(PER TECHNICAL DATE: 8/17/07 SW—1 9 URBAN AREA CONSTRUCTIONSPEOFICATONS,SECTION 02221 AND TABLE III ABOVE) STORMWATER DRAWINGS DRAWN BY:TBK E STREET STANDARDS DRAWINGS DATE: 03/01/02 701 tICE° J 1 uoe X=Curb Transition Length,Varies* x(Vanes,See Plans •_2 W' /ml xmax=2.0i .. w (Aieof W W W-Driveway Width(See Drawing Series 707) I U) ,•.. T=Concrete Thickness-6"Residential, 11/4" , Q 8'Commercial • IxttacP ' F II d(Vanes, ,,,r'J--` ,y �.r t See Plans) I F• v.Pitax.,••1-.'. X Refer to Chapter 25 for minimum removal dimensions 1 , O > �3/B, o' I p 8'SECTION B-B E o 0 g S A U Sidechedwalk E PERSPECTIVE w-Width - n sidewalk C r° C]r —IA B 0Retaining Curb(Optional), d I C ROW See Drawing 1603(TYP) rn I Z Q .L W W W W W W W W W W � x N, 5/8'Rolletl Steel Treatl Plate 7 i •Y W W W • E W W W W W (tliamontl pattern) H L a Dimension Variable Ui 4, 4, 4, W W I W W W •Y A A 11 44C '1:I2(max)I E 11.12(max) • Sidewalk I 1 Retaining Screws at f.I c a'-o s Directed B ,w I •- Detached or Y/ F�ck of curb PLAN VIEW Z Notes 5/8"Roiled Steel Tread Plate 1.Length of steel plate vanes. Y 1'Flat Head Mach 0 Up L=Y 1/4"z1 Y/4"x1/4" /2°x See Note 3 +I A See Note 3 2.Chase and cover plate run from Screw Brass or Eleciro-gale See Note 2 Varies. Driveway Width Varies* See Note 2 Right of Way line to flow line unless finish 1r 21 approved by the Engineer. N (typical both sides center Varies With curb walk,cover plate extends Angle iron to be dulled and ce *Ramp length not to exceed from property line to top of walk face a•.-. threaded to receive screw 15-0",slope must be uniform. Concrete to be dnlled to allow O111 I 3"#4 Bar Welded at 12"on screw to extend into the Um enter,Nelson Standard Anchor SECTION C-C concrete I or equivalent(typical both sides) (typical both sides). • Expansion Joint if driveway 3 Y"min-2"max r Z continues as concrete o b O O to Nir 1:12(maxi K I1 1"perms . 150(max) ``` i r'j •?, i✓i9F: .i..j .y✓ :�jNj�`S��l,✓- Z o r�s NOTE: F �•_ 1/4"per ft. W' �_ o du%lir _� COMBINATION CURB,GUTTER,AND SIDEWALK I 1.Concrete driveway shall be M provided to the property line I Wa { 2" 2.0"Curb Height,See Section A-A g', w 3.Full Curb and Gutter,See SECTION A-A v, W Q ..3.--, Standard Drawing 701 N T S. \ ' H 0 0 6 6"VERTICAL CURB,GUTTER,AND SIDEWALK > NOT To SCALE } SECTION A-A(2 VIEWS) W STANDARD DRIVEWAY APPROACH ATTACHED WALK (TYPE II) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK 4 ce o < LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING C 0 5I g 0 URBAN AREA DRAWINGS URBAN AREA DRAWINGS a g STREET STANDARDS DATE: 02/17/15 706.2 STREET STANDARDS DATE: 04/O1/07 709 0 M 0 �i zin . . + + + + + + + + V — A— �.{ (.~2 Transition(TVP) II QQ O 7 a /.� a.+a.+ oo< ++++ lL d Slope sltlswelk to curb 1/4'per foot _ . . + + 2'(mIW)�` .a jr. ++Curb+ �' :a I + + + +Flare+ + J �_. 1 Standard Curb + 0 Driveway NOTE=leatr ct a�aew 10'��,vats and Gutter, • + + + + + + + + .p p and aiisanad wlfn ace psi o eerb See Standard + . 0 Dwg 701(TYP) I• ,Flare+ . Detectable Warning 2 `... "�15r"S"`r ".. '. : 0°Curb Height, `.`v� V `.`.`.+. .`.A. See Section A-A + `+/ (I) ATTACHED SIDEWALK DETAIL �P) A+ •♦ .Detached Sidewalk+` . Sidewalk ; �� W Pedestrian/ . 0 4'(min) Landing Area, •'A` (TOP.) oo��Detectable See Note 2 SIDEWALK CA La ll Attached Sidewalk Slope.nnaxlmafrm I o�� + + + Y Slope sidewalk to curb 1/4'per toot ,_ _ _ isigNitim Imo` , ,Curb Option,'\ w - - - - - - _ + See Note 5 _ 11 1 c� • C 2' _ T C �r\+�,+ • Radius=8•+ inW I6^0" INk_Lip vaneble `Curb + • iy12(max LL IIf�_Il par / [11220.,(max) Q . .. . . .• : per ft TL CA Lip of Gutter , W T,See Note 8 &Commercial PLAN VIEW 6�', 1/2"Expansion 6'Residential DETACHED SIDEWALK DETAIL 0 Joint Material 1/2 Expansion N T S Z IT Joint Material SECTION A-A W w got NOTES' N.T S. ` a Detached Attached 0 -1I : . 1.No joints are allowed in the flowline Six inch wide curb or"dummy joint may be tooled no closer than 6 inches Q > 0 Y • Sidewalk`^ ;."Drloew'oy.- Sidewalk 1/2"Dwensloc from flow line as shown U r r z. : i ..: pint metenei ce a m ® ,a 2.Pedestrian landing area required 4 f[length x 4 ft width,max slope in any direction is 1.50 or 1/4"per foot. W ce p 1(e'� 1w Sun micw�'Ess S1/g: �:.r J d • 3 Joint pattern to be according to intersection gutter detail'or as determined by the local entity ni SECTION A-A —tot^ F •C W W Q a 4 Wood float finish is required over the sloped surface of ramp and flares 2 /Inn ea A 5 A 6'wide curb option may be poured along side of the ramp as shown if required If curb is used it shall match V 11J 0 G All Sidewalk Thickness Shall Be 6"minimum. _ •$ .. �. <'• .a style of adjacent curb and gutter. INSTALLCHAPTER zz 5.Minimum IN LOCATIONS SPECIFIEDINcHAmramp width shall be four feet,or e same as We widest adjacent sidewalk,whichever is greater,up to a th F NOTE. WEAKENED PLANE JOINT masimumwidthof8feet e EXPANSION JOINT 8 1 Sidewalk grade shall remain consistent across dnveway 7 Detectable warning is to extend full width of the ramp and be a minimum of 2 0'in the direction of travel Material • 0 2.For drivewa n S y design requirements,see CONST.DWG.Series 708&707 to be approved by local engineer 4 \ 3.This detail applies to Residential&Commercial driveways. NOT TO SCALE /\ ` 8 7=Concrete thickness,6"minimum for entire ramp area NOT TO SCALE En STANDARD SIDEWALK `/ SIDEWALK DETAIL DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALKIC4° J CONSTRUCTION LARIMER COUNTY REVISION NO: 4 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY CONSTRUCTION REVISION N0• 2 DRAWING URBAN AREA DRAWINGS URBAN AREA DRAWINGS URBAN AREA DRAWINGS STREET STANDARDS DATE: 02 17 15 1601 }STREET STANDARDS DATE: 04 01 07 1602_I STREET STANDARDS DATE: 02 17 15 160E • 4110 011) 1 1/2"Dla.Std.Wt 6'(max.) el Steel Pipe -f 2 EACH b"BLADES • MOUNTED TO POST 7 Sidewalk Width M j--�1�-I WrrH 4 EACHDRIVE ETS L Ce C per Table 7-1 or 7-2 • _ Slope up to match _1 _1 NYLON WASHERS 12"Die.Anchor Bolt w/heavy w finished pavement O M a LI.J Hex Head Nut&Washer 1' Or Approved Equal min Depress ring 1/4"to 5/8°below m adjacent finished street grade Cross sego a pail liLlSAMPLE'0 y� E 1/2"Plate Straight x 3'x 1ight cut / \o Ce Or Approved Equal \ I 1 around ring O 1 12" adjustment ._:.._�lllll Cover y�L u�lu .I..........1s, E GRADE SIGN STOP W CA G Z overlay Or grade — — 11 i III! DRIVE GR RNET WITH OUNTHIGH DENSITY/DIAMOND / I Z Q C y w Final asphalt lift, W R1-1 STOP"SIGN 30 7 Fji MOUNTED TO POST W0H 1 EACH eL NYLON WASHER AGAINST SIGN �/r\ Sidewalk (1Yp) °m ;ui11�1111�;115,V IIIIIII �! FACE(ON TOP OF THE SIGN),THE BOTTOM OF THE 0 Y Adjacent Grade O jll�ll�:":' I jjj ill_;;;_.__ y SIGN SHALL BE MOUNTED WrM 1 EACH S p steeper than 4:1 W IiIjjj2"1----:_ — yn/ �/ Concrete grade ring 5/18'k2-12.HEW BOLT WRH METAL AND FROM $ C �'_�ij' to match rlope or NYLON WASHERS(NYLON WASHER AGAINST SIGN 2-3 J W • finished grade FACE)AND SECURED WRHE EACH 5/,8"HEX NUT FROM TL Z ON THE SACK SIDE OF POST Q Shim/Grout w HANDRAIL DETAIL 2'x2"x10'OR12' Existing base course 12 GAUGE TELESPAR POST Grade ring � �w ( ) "1 '1' Support with Steel Shims Manhole Max s'i CRITERIA FOR SINGLE POST ^ Y R=6"min and pack with High Strength B PBM MChOp5Nb* Post Size* Z Grout 35'x 35' 2.25'x225'x3'V 2x2'x12'-0' O 3°-9PBOVEGR<DE 2Ge Gauge V ANCHOR/STUB Street Curb Ce o =�Z 2 1/4.Anchor 0 NOTE. (22F12A31) See Rgure 16-1 1.Grout shall bee mixture of 100 lbs Grout mix,26 lbs Um water(3 12 Gal),and 100 Ibs of sand conforming to ASTM C-35. O 2 Manholes shall not be located in crosspans,gutters,or wheel path NOTES. bi TOP RAIL CORNER DETAIL 3.Shim and grout to make ring and cover flush with the finished 1 Attach the sign panels tightly to the post and use oversized washers to keep ire sign from breaking loose from the post when hit by a vehicle pavement surface. z 2 Sign panels should be mounted a minimum of 7 feet above the pavement or ground. ° UU w 3 Signs larger than 36 inches in length or width require wind bracing and special pat design I 4W p 4 Anchor Stub and post are square steel tube(perforated) = 0 NOTES 5 All"No Parking"signs shell be installed at 45°from Flow Line Z Hit1.The sidewalk width shall be increased bye minimum of 8'whenever handrail is used. 3 w riti 2.If a sidewalk is more than 30"above the adjacent grade,the handrail shall be used W Q I 3.Open clearance between intermediate rails must be 4'or less. 0 4.Finish shall be either galvanized of semi-gloss enamel over a shop coat of metal garner Imi 6 5 When the slope behind the sidewalk Is steeper than 4 1,the handrail must be used 6 When slope behlntl ewalk is less than or equal to 4:1 for a minimum distance of 1 a,a / handrail is not requiretlsitl / CJ W J \ U' ^ C x HANDRAIL DETAILS STANDARD MANHOLE COVER SIGN POST ` LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING 5s �i S z URBAN AREA URBAN AREA URBAN AREA q� STREET STANDARDS DRAWINGS DATE: 03/01/02 1101 STREET STANDARDS DRAWINGS DATE: 08/07/00 1201 STREET STANDARDS DRAWINGS DATE: 04/01/07 1401 0 wI� aLI ,Er.anp Eau,should da rinnuned before nna rrer,ps are Instal,n locanonn awn>, Cd a 8 a ,sm Rol..nemire6u CO N ► ,I I ! I I I � IIII. � m 0 L_f m ae lmiry i} ;I. y O �,� are., LA f � �� P rrT� s,,.. v oaa� a �i 1 D PLS_ RNLI ONII �� Q N + = E ai E �a �1; W m ° m t I W m ..Ta1,MM.M n E i $ rvnwment E mwro w e O e`i n ,rem...°e Cm p m.°,ie bm.: o Q n 1 n ° E 20 Ce wa�.ti,w J I oo� pam z = Bm E _ w M Q E o Em W m NB ll CE EH m d°e i i a E c m N co Y/3 w ..m r ° I s 3m ; § _ v@Cm Wr I =- > ro m ' o o $ o 12' s °m a n N= oa ' L7,7 cog QZr ' I r � W R r € m E m s�ba,..em..z � E E H r omz m m N ° O x m N n ° -aOQ _ Ti > O $ e.. O U - I ''e8 Ncva� ^ E =E c ` a m= m a w N) 2 n d SIi Sid a 2 E W x ce Onrow, N c ° C e / Q lV _ u E S� v c a m L�i:LJ` w m N .'E N N N ° I I r W Q 1 �� /. in a rn b ¢ in a S o = rn w El g —I m } z w co 4 a; v; p- 10 m #330248 #330247 #330149 N W s \ } J r STANDARD PAVEMENT MARKINGS W/TURN LANE STREET NAME SIGN NEW FHWA ARROWS (ELONGATED) 1 LARIMER COUNTY REVISION NO: 1 DRAWING LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 1 DRAWING URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION STREET STANDARDS DRAWINGS DATE: 03/02/01 1404 STREET STANDARDS DRAWINGS DATE: 04/01/07 1411 STREET STANDARDS DRAWINGS DATE: 02/28/02 1420 U 15+50.00 12+50.00 7596 7596 Z 18+50.00 21+42.87 7600 7600 7592 7592 7580 7580 7576 7576 0 Q 3CC PROPOSED GROUND(TYP.) G 7596 ROW 7596 7588 Row 7588 7576 ROW 7576 7572 ROW 7572 y \ E 7592 7592 7584 7584 7572 7572 7568 I 7568 S V -- ---- --— -- �, --- ----=a --L------ LU LU vh 7588 7588 7580 7580 7568 "•\ ': 7568 7564 7564 C EXISTING GROUND(TYP.) Q .0 7584 0 207584 7576 0 207576 7564 0 207564 7560 0 207560 tar) C Q W 12+00.00 15+00.00 18+00.00 21+00.00 7604 7604 7596 7596 7580 7580 7576 7576 7600 7600 7592 7592 7576 ROW 7576 7572 ROW 7572 ROW ROW 7596 7596 7588 7588 7572 7572 7568 7568 7592 ,, /---7592 7584 -- $ - _ ' r ---7584 7568 �'''7568 7584- "—�.��-- 7564 Cie 7588 7588 7580 7580 7564 7564 7560 7560 0 7584 0 207584 7576 0 207576 7560 0 207560 7556 0 207556 0 0 ., C L Z Z o0 u � W o 11+50.00 17+50.00 I 0 = p z 7604 7604 14+50.00 7584 7584 20+50.00XI W V a e 7600 7600 7596 7596 7580 7580 7576 EXISTING 7576 W p 0 0 ROW ROW LANDSCAPE WALL 7596 -7596 7592 ROW 7592 7576 7576 7572 ROW 7572 W `t� /// IX 7592 7588 7588 7572- L - r_ 7572 7568 7568 6L o j x " ---- -- --- �e to a S 7588 7588 7584 7584 7568 7568 7564 7564 O Z U u z 7584 7584 7580 7580 7564 7564 7560 7560 0 0 i K 0 20 0 20 0 20 0 20 0u 6 N l x, z Q G o LU J 6 - O p a 11+00.00 14+00.00 17+00.00 20+00.00 a 7604 7604 7596 7596 7584 7584 7576 7576 7600 ROW 7600 7592 ROW 7592 7580 ROW 7580 7572 ROW 7572 0 7596 ---,1,,, ---7596 7588 7588 7576 7576 7568 -----7568 O 7592 7592 7584 7584 7572 7572 7564 7564 (I) 7588 0 207588 7580 0 207580 7568 0 207568 7560 0 207560 0 I— W ~ o _ s 13+50.00 16+50.00 0 `" 7600 7600 7588 7588 I- 10+50.00 19+50.00 Lu o 7608 7608 7596 7596 7584 7584 7576 7576 Um LU ROW ROW ROW ROW Q z 7604 7604 7592 7592 7580 7580 7572 7572 w 7600 7600 7588 -1.,,,,_----7588 7576_-- A - -- '-- 7576 7568 > -10----7568 W N 0 LU CI K 7596 7596 7584 7584 7572 7572 7564 7564 0 20 W` W u 7592 7592 7580 0 20 7580 7568 0 20 7568 7560 0 20 756° Q/ W 0 Z v 0 13 N a W � � CJ w 16+00.00 a N N 7596 7596 y�j W W 10+00.00 13+00.00 19+00.00 p = H o , 7612 7612 7600 7600 7592 7592 7580 7580 N W CJ EX STI 7608 ROW 7608 7596 7596 7588 7588 7576 LANDSCAPEI WALL 7576 s ---�-L— ROW ROWAL C7 1 7604 7604 7ssz 7592 7584 ROW 7584 7572 7572 4 7600 ------ 7600 7588- �B �; --7588 7580 °.:�-- 7580 7568---� -7568 EC;11 En 7596 7596 7584 7584 7576 7576 7564 7564 10 =0 10 ZO SCALE SHOWN IS ACCURATE WHEN PRINTED ON 22X34 SHEET WITH 1:1 PLOT SCALE.DOUBLE HORIZONTAL 7592 7592 7580 7580 7572 7572 7560 7560 HORIZONTAL SCALE:1"=10' AND VERTICAL SCALES ON 11X17 0 20 0 20 0 20 0 20 VERTICAL SCALE: 1"=10' SHEET WITH 1:2 PLOT SCALE. SANDERSON = STEWART ....- Enduring Community Design Date: July 15, 2021 Project No.: CDOT 23027 Conceptual Engineer's Opinion of Probable Cost for Estes Park Graves Ave. SRTS North Side Phase 1 - 30% Improvement Costs Schedule I: General Conditions Item No. Quantity Unit Description Unit Price Subtotal 101 1 L.S. Mobilization and Insurance $25,300.00 = $25,300.00 102 1 L.S. Traffic Control $15,000.00 = $15,000.00 103 1 L.S. Construction survey $7,500.00 = $7,500.00 104 1 L.S. Geotechnical testing $15,000.00 = $15,000.00 105 1 L.S. Erosion Control $10,000.00 = $10,000.00 106 4 W.K. Site Management $7,500.00 = $30,000.00 Schedule I Subtotal = $102,800.00 Schedule II: Removals and Earthwork Item No. Quantity Unit Description Unit Price Subtotal 201 138 S.F. Concrete flatwork removal $3.00 = $414.00 202 0 E.A. School Zone sign to be removed $2,000.00 = $0.00 and reused 203 374 S.Y. Asphalt removal with hoe $12.00 = $4,488.00 204 1330 S.F. Remove Existing Epoxy Markings $10.00 = $13,300.00 205 160 S.F. Remove Existing Thermoplastic $10.00 = $1,600.00 Markings 206 600 L.F. Saw cut asphalt/concrete $3.00 = $1,800.00 207 3 C.Y. Strip and Stockpile Topsoil $3.00 = $8.70 208 480 S.Y. Finished Grading $2.00 = $960.00 209 40 C.Y. Replace Stripped Topsoil $5.00 = $200.00 210 520 S.Y. P e grade Concrete and Patch $10.00 = $5,200.00 p 211 4300 S.F. Reseed disturbed area $0.50 = $2,150.00 212 40 TON Overburden-remove and dispose $40.00 = $1,600.00 Tree and landscape 213 2 EA. removal/Pruning $7,500.00 = $15,000.00 Schedule II Subtotal = $46,720.70 Schedule III: Utilities Item No. Quantity Unit Description Unit Price Subtotal 301 8 L.F. Existing 24" CMP Storm Extension $130.00 = $1,040.00 302 1 E.A. 24" Flared end section $1,500.00 = $1,500.00 Schedule III Subtotal = $2,540.00 Page 1 of 2 Schedule IV: Street Repair Item No. Quantity Unit Description Unit Price Subtotal 401 2800 S.F. Concrete flatwork 6"thick $10.00 = $28,000.00 402 590 S.F. Concrete flatwork 8"thick $14.00 = $8,260.00 403 600 L.F. Curb and Gutter with Base $24.00 = $14,400.00 404 940 S.F. Retaining wall $45.00 = $42,300.00 405 4 EA. Street signs $350.00 = $1,400.00 406 1 L.S. Crosswalk markings and Street $25,000.00 = $25,000.00 paint 407 40 TON Asphalt paving patch $150.00 = $6,000.00 Schedule IV Subtotal = $125,360.00 Construction Subtotal = $277,420.70 Construction Subtotal Plus Contingency = $319,100.00 Construction Total and Administrative Fees = $319,100.00 Notes: Costs based on Sanderson Stewart concept drawing dated 04/28/2027 Mobilization and Insurance based on percentage of total schedule cost 10 % Construction contingency 15 % All items are complete and in place. Subtotals have been adjusted to the nearest whole number increment Sanderson Stewart cannot warrant that any opinions of probable cost provided by Sanderson Stewart will not vary from actual costs Page 2 of 2 SANDERSON =� STEWART d Enduring Community Design Date: July 15, 2021 Project No.: CDOT 23027 Conceptual Engineer's Opinion of Probable Cost for Estes Park Graves Ave. SRTS Brodie Avenue Concept Improvement Costs Schedule I: General Conditions Item No. Quantity Unit Description Unit Price Subtotal 101 1 L.S. Mobilization and Insurance $3,200.00 = $3,200.00 102 1 L.S. Traffic Control $2,000.00 = $2,000.00 103 1 L.S. Construction survey $2,000.00 = $2,000.00 104 1 L.S. Geotechnical testing $2,000.00 = $2,000.00 105 1 L.S. Erosion Control $2,000.00 = $2,000.00 106 1 W.K. Site Management $7,500.00 = $7,500.00 Schedule I Subtotal = $18,700.00 Schedule II: Removals and Earthwork Item No. Quantity Unit Description Unit Price Subtotal 201 564 S.F. Concrete flatwork removal $3.00 = $1,692.00 202 1 E.A. School Zone sign to be removed $2,000.00 = $2,000.00 and reused 203 28 S.Y. Asphalt removal with hoe $12.00 = $336.00 204 138 L.F. Saw cut asphalt/concrete $3.00 = $414.00 205 6 C.Y. Strip and Stockpile Topsoil $3.00 = $18.00 206 33 S.Y. Finished Grading $2.00 = $66.00 207 20 C.Y. Replace Stripped Topsoil $5.00 = $100.00 208 30 S.Y. P e grade Concrete and Patch $10.00 = $300.00 p 209 300 S.F. Reseed disturbed area $0.50 = $150.00 210 3 TON Overburden-remove and dispose $40.00 = $111.11 Schedule II Subtotal = $5,187.11 Schedule III: Utilities Item No. Quantity Unit Description Unit Price Subtotal 301 0 L.F. Existing 24"Storm Extension $130.00 = $0.00 302 0 E.A. 24" Flared end section $1,500.00 = $0.00 303 0 E.A. Valve box adjustment $200.00 = $0.00 304 0 E.A. Fire hydrant assembly $10,000.00 = $0.00 305 0 E.A. Manhole Rim adjustment $1,000.00 = $0.00 Schedule III Subtotal = $0.00 Page 1 of 2 Schedule IV: Street Repair Item No. Quantity Unit Description Unit Price Subtotal 401 900 S.F. Concrete flatwork 6"thick $10.00 = $9,000.00 402 0 S.F. Concrete flatwork 8"thick $14.00 = $0.00 403 0 L.F. Curb and Gutter with Base $24.00 = $0.00 404 0 S.F. Retaining wall $45.00 = $0.00 405 2 EA. Street signs $350.00 = $700.00 406 6 TON Asphalt paving patch $150.00 = $900.00 Schedule IV Subtotal = $10,600.00 Construction Subtotal = $34,487.1 1 Construction Subtotal Plus Contingency = $39,700.00 Construction Total Fees = $39,700.00 Notes: Costs based on Sanderson Stewart concept drawing dated 04/28/2027 Mobilization and Insurance based on percentage of total schedule cost 10 % Construction contingency 15 % All items are complete and in place. Subtotals have been adjusted to the nearest whole number increment Sanderson Stewart cannot warrant that any opinions of probable cost provided by Sanderson Stewart will not vary from actual costs Page 2 of 2 tift STEWART I Enduring Community Design Date: July 15, 2021 Project No.: CDOT 23027 Conceptual Engineer's Opinion of Probable Cost for Estes Park Graves Ave. SRTS South Side Phase 2 - 30% Improvement Costs Schedule I: General Conditions Item No. Quantity Unit Description Unit Price Subtotal 101 1 L.S. Mobilization and Insurance $37,800.00 = $37,800.00 102 1 L.S. Traffic Control $20,000.00 = $20,000.00 103 1 L.S. Construction survey $10,000.00 = $10,000.00 104 1 L.S. Geotechnical testing $15,000.00 = $15,000.00 105 1 L.S. Erosion Control $15,000.00 = $15,000.00 106 6 W.K. Site Management $7,500.00 = $45,000.00 Schedule I Subtotal = $142,800.00 Schedule II: Removals and Earthwork Item No. Quantity Unit Description Unit Price Subtotal 201 3095 S.F. Concrete flatwork removal $3.00 = $9,285.00 202 1 E.A. School Zone sign to be removed $2,000.00 = $2,000.00 and reused 203 1234 S.Y. Asphalt removal with hoe $12.00 = $14,808.00 204 1 166 L.F. Saw cut asphalt/concrete $3.00 = $3,498.00 205 60 C.Y. Strip and Stockpile Topsoil $3.00 = $180.00 206 1530 S.Y. Finished Grading $2.00 = $3,060.00 207 760 C.Y. Replace Stripped Topsoil $5.00 = $3,800.00 208 1530 S.Y. P e grade Concrete and Patch $10.00 = $15,300.00 p 209 3002 S.F. Reseed disturbed area $0.50 = $1,500.98 210 130 TON Overburden-remove and dispose $40.00 = $5,200.00 211 1 EA. Tree and landscape removal $5,000.00 = $5,000.00 Schedule II Subtotal = $63,631.98 Schedule III: Utilities Item No. Quantity Unit Description Unit Price Subtotal 301 8 L.F. Existing 24" Storm Extension $130.00 = $1,040.00 302 1 E.A. 24" Flared end section $1,500.00 = $1,500.00 303 2 E.A. Valve box adjustment $200.00 = $400.00 304 1 E.A. Fire hydrant assembly $10,000.00 = $10,000.00 305 1 E.A. Manhole Rim adjustment $1,000.00 = $1,000.00 Schedule III Subtotal = $13,940.00 Page 1 of 2 Schedule IV: Street Repair Item No. Quantity Unit Description Unit Price Subtotal 401 8530 S.F. Concrete flatwork 6"thick $10.00 = $85,300.00 402 3510 S.F. Concrete flatwork 8"thick $14.00 = $49,140.00 403 1 145 L.F. Curb and Gutter with Base $24.00 = $27,480.00 404 380 S.F. Retaining wall $45.00 = $17,100.00 405 3 EA. Street signs $350.00 = $1,050.00 406 1 L.S. Crosswalk markings and Street $2,000.00 = $2,000.00 paint 407 85 TON Asphalt paving patch $150.00 = $12,750.00 Schedule IV Subtotal = $194,820.00 Construction Subtotal = $415,191.98 Construction Subtotal Plus Contingency = $477,500.00 Construction Total and Administrative Fees = $477,500.00 Notes: Costs based on Sanderson Stewart concept drawing dated 04/28/2027 Mobilization and Insurance based on percentage of total schedule cost 10 % Construction contingency 15 % All items are complete and in place. Subtotals have been adjusted to the nearest whole number increment Sanderson Stewart cannot warrant that any opinions of probable cost provided by Sanderson Stewart will not vary from actual costs Page 2 of 2