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Home My WebLink About20193342.tiffRESOLUTION RE: APPROVE INTERGOVERNMENTAL AGREEMENT FOR CONTRIBUTION TO ROADWAY IMPROVEMENTS AND AUTHORIZE CHAIR TO SIGN - TOWN OF JOHNSTOWN WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with an Intergovernmental Agreement for Contribution to Roadway Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and the Town of Johnstown, commencing upon full execution of signatures, with further terms and conditions being as stated in said agreement, and WHEREAS, after review, the Board deems it advisable to approve said agreement, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Intergovernmental Agreement for Contribution to Roadway Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and the Town of Johnstown, be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 24th day of July, A.D., 2019. BOARD OF COUNTY COMMISSIONERS W , D COUNTY, COLQRADO ATTEST: datifeet) Weld County Clerk to the B Deputy Clerk APPRO ED AS ounty L'orney Steve Moreno Date of signature: 010/ i(9 rbara Kirkmeyer, hair CC� PwfER/CHI, r==.CDwiso), 0.CTC $C1 C O� 2019-3342 EG0076 eAfkAikein644-,i_qqz, MEMORANDUM TO: Board of County Commissioners DATE: July 22, 2019 FROM: Elizabeth Relford, Deputy PW Director SUBJECT: CR 50 IGA - Johnstown In accordance with the work session held on March 26, 2019, Public Works is requesting the Commissioners enter into an Intergovernmental Agreement (IGA) with the Town of Johnstown for improvements to Weld County Road (WCR) 50. Johnstown approved and signed the agreement on July 15th and is now requesting the Commissioners approve the IGA. The agreement is a proportional share partnership for paving WCR 50, which we currently share jurisdiction of with Johnstown, please refer to the attached vicinity map. Weld County agrees to contribute $360,000 to the project, which is equivalent to the county cost for Public Works crews to pave those portions within county jurisdiction. Therefore, we are requesting these funds be paid to Johnstown and the Board agree to petition the roadway for annexation on behalf of Johnstown, who in return agrees to annex the corridor and construct all the improvements simultaneously. Staff recommends authorization of signature on the IGA. I am available at your convenience to further discuss this matter. 2019-3342 Mir WELD COUNTY WCR 50 ONLINE MAPPING WGS_1984_Web_Mercator Auxiliary_Sphere O Weld County Colorado 4,1.�C fit, h 4r Opi t r• 1 4L •I' �• i This map is a user generated static output from an Internet mapping site and is for reference only Data layers that appear on this map may or may not be accurate, current, or otherwise reliable THIS MAP IS NOT TO BE USED FOR NAVIGATION 5,498.8 0 1 /49 39 5,498 8 Feet 1 Legend Parcels Weld County Maintained Road Paved Road Gravel Road Jointly Maintained Roads Highway Road Road Highway City Limits - Extended Ault U Berthoud Bnghton Dacono Eaton Erie Evans Firestone Fort Lupton Frederick a Garden City Gilcrest Greeley Grover Hudson Johnstown Notes F INTERG V MEN1AL AGREE 1E T R C : T UTI Ol TO ROADWAY IMPROVEMENTS THIS ER r vERNMENTAL AGREEMENT ("Agreement") is made and entered into this074 ay of �� , 2019, by and between the Town of Johnstown, Colorado, a municipal corporation the tate of Colorado, whose address is 450 S. Parish Avenue, ��v� ��v _ �..� ., ��ma .e �a�� a y ®/1Wd 1 WWN V4J bflLJ LC 99 and the County of Weld, State of Colorado, by and through the Board of County Commissioners of the County of Weld, Colorado whose address is P.O. Box 758, 1150 "O" Street, Greeley, Colorado 80632, hereinafter referred to as "WELD COUNTY." RECITALS WHEREAS, WELD COUNTY and JOHNSTOWN, as well as Larimer County, share operational maintenance and jurisdiction of portions of Weld County Road 50 ("WCR 50") from Weld County Road 13 (South County Line Road) to the 1-25 Frontage Road, also known, in part, as East Larimer County Road 14 (the "ROADWAY"), and WHEREAS, JOHNSTOWN desires to pave the ROADWAY (the "PROJ _ HET"), and WHEREAS, JOHNSTOWN is seeking a Department of Local Affairs Energy and Mineral Impacts Assistance Fund Grant ("GRANT") to assist in the payment of the cost of the PROJECT, and WHEREAS, JOHNSTOWN'S desire to undertake the PROJECT is contingent on the award of the GRANT, and WHEREAS, WELD COUNTY desires to contribute to the cost of the PROJECT in the amount of $360,000000 on the condition that, upon completion, JOHNSTOWN annex the ROADWAY, and WHEREAS, WELD COUNTY agrees to said payment because of the benefit of the PROJECT to transportation in the area, and WHEREAS, JOHNSTOWN- desires to accept WELD COUNTY'S financial contribution and agrees, upon completion of the PROJECT, to annex the ROADWAY, and WHEREAS, both parties to this Agreement are authorized to enter into said Agreement by C.R.S. Sec. 29-1-203 and the Colorado Constitution Article XIV, Sec. 18(2), for the purpose of achieving greater efficiencies for the provision of services to the public. .ACRE _ HMENI T NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, Page 1 of 3 ,55 the parties hereto agree as follows: 1. RECITALS: The Recitals are incorporated into the Agreement as if fully set forth herein. 2. PROJECT: Subject to the terms contained in this Agreement, JOHNSTOWN agrees to undertake and complete the PROJECT. 3. TERM: The term of this Agreement shall be from the date first written above to and until such time as WELD COUNTY makes the final payment described in Paragraph 4 below. 4. CONTRIBUTION BY WELD COUNTY: WELD COUNTY agrees, upon receipt of an invoice from JOHNSTOWN, to pay to JOHNSTOWN the sum of $360,000.00 as a contribution to the PROJECT. WELD COUNTY agrees to petition the ROADWAY on behalf of JOHNSTOWN for annexation. 5. ANNEXATION OF ROADWAY BY JOHNSTOWN: Upon receipt of payment from WELD COUNTY, JOHNSTOWN agrees to annex the ROADWAY. 6. ENTIRE AGREEMENT: This writing, together with the exhibits attached hereto, constitutes the entire agreement between the parties hereto with respect to the subject matter herein, and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 7. NO THIRD -PARTY BENEFICIARY ENFORCEMENT: It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in the Agreement. It is the express intention of the undersigned parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be incidental beneficiary only. 8. SEVERABILITY: If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable, this Agreement shall be construed and enforced without such provision to the extent that this Agreement is then capable of execution within the original intent of the parties hereto. 9. MODIFICATION AND BREACH: No modification, amendment, notation, renewal, or other alteration of or to this Agreement shall be deemed valid or of any force or effect whatsoever, unless mutually agreed upon in writing by the undersigned parties. No breach of any term, provision, or clause of this Agreement shall be deemed waived or excused, unless such waiver or consent shall be in writing and signed by the party claimed to have waived or consented. Any consent by any party hereto, or waiver of, a breach by any other party, whether express or implied, shall not constitute a consent to, waiver of, or excuse for any other different or subsequent breach. 10. NOTICES: All notices required herein shall be mailed via First Class Mail to the parties' Page 2 of 3 representatives at the addresses set forth below: JOHNSTOWN: Matt LeCerf, Town Manager 450 S. Parish Avenue Johnstown, CO 80650 W _ H',LD COUNTY: Elizabeth Relford, Deputy PW Director 1150 0 Street Greeley, CO 80632 11. NO WAIVER OF GOVERNMENTAL IMMUNITY: No term or condition of this Agreement shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §24-10-101 et seq., as applicable now or hereafter amended. IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate of the day and year first hereinabove written. ATTEST: WELD By: UNTY Clerk to (Deputy) rk t. the Bo Board TOWN OF JOHNSTOWN, COLORADO BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO By: Lit �arbara Kirkmeye Chair 9 Page 3 of 3 From: Scott James To: Karla Ford; Commissioners; Don Warden. Jay McDonald. Elizabeth Relford Cc: mlecerf(atownofiohnstown.com. Gary Lebsack Subject: FW: WCR 50 Date: Monday, March 18, 2019 12:09:06 PM Attachments: 2017-03-21 TO) Mvlar CDs.odf WCR50 Cost Estimate.odf Fellow Commissioners, et. Al., Good Afternoon! Matt LeCerf, the Town of Johnstown Manager, and Johnstown Mayor Gary Lebsack recently met with me and asked about the improvement of County Road 50 within their boundary, their desire to pursue a DOLA grant, and if the county would be interested in participating. It is my understanding that the county has endeavored to work with Johnstown in the past on the improvement of this roadway, but have been unsuccessful because Johnstown wanted the county to solely fund the paving of the road. Two things: 1. As a former representative of Johnstown, let me assure you that I was unaware of the county's willingness and Johnstown staff's response. 2. As you can see by Johnstown Manager Matt LeCerf's email below, inclusive of the attachments, Johnstown's willingness to participate in funding has more than changed. With this in mind, I am requesting a work session to discuss County Road 50 and Johnstown's DOLA application and whether the county is willing to participate. Kindly include Don Warden, the appropriate staff from Public Works, Johnstown Manager Matt LeCerf and Johnstown Mayor Gary Lebsack in the invitations/coordination of this work session. THANK YOU! skj Scott K. James Weld County Commissioner, District 2 1150 O Street, P.O. Box 758, Greeley, Colorado 80632 970.336-7204 (Office) 970.381.7496 (Cell) Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited From: Matt LeCerf <mlecerf@townofjohnstown.com> Sent: Friday, March 8, 2019 2:42 PM To: Scott James <sjames@weldgov.com> Subject: WCR 50 Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Commissioner James, I hope and trust all is well today. As a Johnstown resident I am sure you are aware of WCR 50. Also, part of this roadway is unpaved. Collectively in this section of approximately 9700', Weld County, Larimer County and the Town of Johnstown maintain various areas of this which seems very inefficient. Regardless, the Town back in 2017 took a proactive step in having this roadway engineered and designed to be paved for the betterment of the community and the region. Accordingly, I would like to propose an idea that may see this project to a positive conclusion for all of the entities involved in this roadway. I took the liberty of using the GIS systems online, and I have some general numbers and information to provide on the WCR 50 road project. Assuming the county boundary is split right down the middle and each entity have 30' of ROW on either side for 60' ROW I have the following information below. The total project estimate was $1,785,964.08 from March 2017. I haven't adjusted for cost increases which may be close to $2 million at this point, but based on the old number, this information will suffice and one can just take the percentages allocated below to come up with the increased cost based on construction increases over the 2 year period. Weld County Information Approximately 4305 linear feet of ROW is still in Weld County. Based on 50% of the ROW (not including Larimer Side) this accounts for 22.1% of the total ROW area they maintain along WCR 50. At the cost above, the share of the project for Weld County would be $396,318.32. Larimer County Information Approximately 1931 linear feet of ROW is still in Larimer County. Based on 50% of the ROW (not including Weld Side) they account for 9.95% of the total ROW area they maintain along WCR 50. At the cost above, their share of the project cost would be $176,810.44. Town of Johnstown Information Approximately 13,164 linear feet of ROW is annexed into Johnstown. The remaining balance of the project cost, the Town would be responsible for $1,212,835.32 — 67,.9%. What we are hoping is that each entity would be willing to participate, either through paying for their cost based on the percentages at the time of construction, or the Town would be amenable to covering the cost initially and being reimbursed over a 2-3 year period in subsequent fiscal years. We are also exploring the possibility of applying for the April 1 DOLA energy impact grant and this would help with the cost of the project substantially. We would apply for a $1 million dollar application, based on the $2 million dollar cost. The Town is looking for support on both endeavors to move this forward. After completion of the roadway project, the Town would annex the entire 60' ROW and take ownership and maintenance of the road in perpetuity. I have included the design drawings we have on the project already that are ready to bid which puts us in a very competitive position for our DOLA Application. Let me know if Weld County would be interested in such a partnership and Mayor Lebsack and I can attend a meeting or work session this month to answer any questions you may on this great opportunity Thanks, Matt LeCerf Interim Town Manager I Town of Johnstown 450 Parish Avenue I PO Box 609 Johnstown, CO 80534 970.587.4664 1970.587.0141 mlecerf@townof:ohnstown.com This electronic mail message and any attached files contain information intended for the exclusive use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged, confidential, and/or exempt from disclosure under applicable law. If you are not the intended recipient, you are hereby notified that any viewing, copying, disclosure or distribution of this information is strictly prohibited. If you have received this message in error, please notify the sender, by electronic mail or otherwise and delete the original message from your computer. I PROJECT TEAM: joluistYtt•1! Galloway Perk Mtn. Elegillfril• ,•Inj. 5� E: L Km; Stionoit I.\G PROJECT BENCHMARKS: DEVELOPER/APPLICANT Town o' Jaravwr , John %rartlr 450 S Pant Avervw Johnbwr. CO 80534 910381.4884 SITE ENGINEER Galloway & Company Hob Van USelan 3160 E. 15 Street, S.4ta 202 Loveland, Colorado 80538 910.800 3300 SURVEY ENGINEER King Suvaying Inc. 850 East Gordan Or. Wrdior, Colorado 80550 (9101888.5011 BENCHMARKS Vflrlca d11V. nw5'O%N1 SENOIVARK IOU3 mama ll [W'1at•Asr sa IAORROtrAI CA -UV. COLORADO 37AT INANE ODORD N4T$ HAD 1002111017W ICRDOCAL Cbf'ROL BASED UPON 'WALE YRA PitrA•DfCC ENGINEERING PLANS FOR: WELD COUNTY ROAD 50 MARCH 2017 twin t..• • . I 7 SITE • to ` NCt LU Z_ WELD COUNTY ROAD 50 Y Sze? ta 3C^�-.�.c�As.:�'»'�-'gr•iv+.Cc.i Xf-• T-=...��Ar:l:i.' <--• • . �.V• -3 LI • py1 ""I;c. 1. C. MIS WRAP WIPP Pmt I C C I I Ji >z i i t i Ran q !t INTERIM ARTERIAL ROAD Ysnctxa43Yrow51 'ec L:? Ara i ,„1 r�aril n+sra:z.A.r. ..::-.roan' v 471 • �. ..* `. ]r - VICINITY MAP N.T.S. W W haunt TYPICAL ROAD SECTIONS 03 OW& 'Vial 1.41 fe1 U tU SHEET INDEX CV01 CV02 EX01 • EX04 RD01 •RD12 XS01•XSOB DTOI COVER SHEET GENERAL AND CONSTRUCTION NOTES EXISTING CONDITIONS ROAD PLAN AND PROFILES ROAD CROSS SECTIONS DETAILS CALL UTILITY NO'lICA'ION CENTER O[ COLORADO Kw Wets HO bin siu dig. a. 7.aYI. •.ww,4 C...fl Ylil Mal .L G4C[}I tf. •t...'t.- & TOWN Qt JO-ONNSTOWN tVIwW3MJA1ek?IE2 Ian Cg lanaans. R[VC'AiJMDA9PTN1. Tao •DT Ta.tlA /.Vn Ua t - Galloway ]780 E 15th SDecl• SUla 2W Loveland, CO 80538 910 800 3300 0 ww.r ga$owayUS corn ....1....tt••••.,--•••••••.•• thusti At TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT 11 -ESE PLANS ARE AA INSTALMENT Cal SFJMCE AAO ARE 114 PliC t R ry Gat GAMY. AAO UAY NOT lit OLM ICAlk DOSED, OR RFPROOL U Vl !IOW TEE WW T1EN CONSENT CO' GAILO.WY CORYRADtr9AW PIRMG£UFNISYm( SE Et.FORCEO AND IROStCL1 FU. Zit) I- CI One OZ U- 00 Z p O� W JOHNSTOWN, CO I Doe Ina Itarle. S. i ,tb l.a TOPIPIRPI Onset DY EP COVER SHEET CV01 Of 27 SHEETS GENERAL NOTES 1. AU. MATERIALS. WORKMANSHP. MO CORSTRUCTIONOF PUBLIC IMPROVEMENTS SHALL MEET CR EXCEED THE STANDAROSAND SPEDRG1110NS SET FORTH BY THETCA'N OF JOIONSTOIVNMDAPPLICABLE STATE AND FEOERAL REGULATIONS WHERE THERE IS CONFLICT BETWEEN THESE PLANS MD TIE SPECIFICATIONS, CR MY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY ALL VAT RKSHALL BE INSPECTEDMD APPROVED BY THE TOWN OF JOHNSTOWN. 2. THE DEVELOPER IS SPECEICALLY CAUTIONED THAT THE LOCATION ANC/ORELEVATICN OF EXISTING UTILITIES. AS SHOWN ON THESE PLANS, IS BASED CR RECORDS CF THE VARICUSUTILITY COMPANIES MO, 'MERE POSSIBLE MEASREMENTS TAKEN IN THE FELD. THE INFORINTICNISNOT TO BE Pao UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER CF COLORADO (IRCJC1AT 1430-9224981. AT LEAST2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING. TO HAVE AL REGISTERED UTILITY LOCATICNSMARKED. OTHER UNREGISTERED UTILITY ENTITIES 11.E DITCH I IRRIGATION COMPANY}ARE TO BE LOCATED BY CONTACTING TIE RESPECTIVE REPRESENTATIVE. UTILITY SEANCE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINMNG EXCAVATIONCRGRADING. IT SHALL BE THE RESPONSIBILITY OF THE OEVELOPER TORELOCATEALL ER SUNG LTRU116 THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN CN THESEPLANS. 3. NO WORK MAY COMMENCE''WITHINANY IMPRCVED PUBLIC RIOHT-OF•WAY UNTIL A RIGHT-OF-WAY PERMIT CR DEVELOPMENT CONSTRUCTION PERMTIS OBTAINED, IF APPLICABLE. THE OEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MLRCO, TCTHEAPPROPRIATE RIGHT-OF=.NAY AUTHORITY, (TOWN CFJOHNSTCWN. COUNTY OF YIELD OR STATE OF COLORADO). FORAPPROVAL PRCR TO AM' CONSTRUCTION ACTIVITIES WITHIN. ORAFFECTING, THE RIGHT -F -WAY THE DEVELOPER SHALL BE RESPONSIBLEFOR PROVTIING MY MD ALLTRAFFICCONTRO, OEUCESAS MAY Be REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE DEVELOPER SHALL BE RESPONSIBLE FOR CBTAJNI:GALL NECESSARYFONTSFOR ALL APPLICABLE AGENCIES, THE DEVELOPER SHALL NOTIFY THE TOWN OF JOHNSTOWN ENGINEER AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBINGACTNIIY, CR CONSTRUCTION CR ANY AND ALL PUBLIC IMPROVEMENTS IF TM TOWN OF JOHNSTOWN ENGINEER IS NOT AVNLASLE AFTER PROPER NOTICE OF CCLSTRUCTIONACTMTY HASEE9 PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE HOWEVER, THE TOWN CFJOHNSIONN fESERVESTHERIGNI NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS"( IMPROPER INSTALLATION. 5. ALL UTILITY INSTALLATIONS WRIER ORACROSS THE ROADBED OFNeN RESIDENTIAL ROADS MUST EE CONERETEDPAIOLTOTHE ANAL STAGES CIF ROAD CONSTRUCTION FOR THE PURPOSES CF THESE STANDARDS, ANT WORK EXCEPTGG ABOVE THE SUSGRAC£ IS CCNSOERED RUIN. STAGE WC ( ALL SERVICE MNESMUST BE STUEssC TO THE PROPERTYLINESMO MARIED SO AS TO RECIJCE THE EXCAVATION NECESSARY FORBUICLNG CCH ECTIONS. 6. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE TOWN CFJOHNSTO'AT, AND ALL UTRITY COMPANIES INVOLVED,WTTTI REGARDTO RELOCATIONS. ADJUSTMENTS, EXTENSIONS AND REARRANGEMENTS OF COSTING UNITIES DURING CONSTRUCTION, PAO TO ASSURE THAT THEM `MIRK IS ACCOMPLISHED IN ATIMELY FASHIONANO WITH A MINIMUM DISRUPTION CF SERVICE. THE DEVELOPER SHALL ea RESPONSIBLE FOR CONTACTING, IN ADVANCE ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COUPON ES 7 NOWCRK MAY COMMENCE 'MINN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CEVELCPERNOTIFIES TTE UTILTY PROVIDER NOTIFICATION SHALL BE A MINIMUM OF 2WORNING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DSCRERCNOFTHE TOWN. A PRECONSTRUCTICN MEETING MAY BERECUITTED PRIOR TO COMMEN'CEAEAT OFMY WORK 8 THE DEVELOPER SHALL BE RESPONSIBLE FCR PROTECTINGALL UTILITIES CURING CONSTRUCTRCNANTI FOR COORONATV,G'ADH RYE APPC%'RLYIE UTILITY COMPANY FOAMY UTILITY CROSSINGSREDURED. 9. THE TYPE, SS, LOCATION MD NUMBER OF ALL KNOWN UNDERGROUND UTILRESME APPROXIMATE WHEN SHOAWNON THE CRAWINGS IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY TIE EXISTENCE MO LOCATION OF ILL UNDERGROUND UIIUIIESALCNOTIE ROUTECFME WORK BEFCAE COMMENCING NEW CONSTRUCTION THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWNUNDERGRCINO UTILITIES 1I. THEDEVELOPER SHALL HAVE. ONSREATALL TIMES, ANUPDATED STORMWATER MANAGEMENT PLAN(SWMP), A S'APMMNTENNCE FADER C.E(1; SIGNED COPY OF TIE APPROVED PLANS, OWE III COPY OF THE APPROPRIATESTANOOROS MO SPECIFICATIONS, MO ACOPY OF MN PEPoARSMD EXTENSION AGREEMENTS NEEDED FOR TIE rat II THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS CF SAFETY INCLUDING, BUT NOT LIMITED TO. EXCAVATION, TRENDING, SHO iNG, TRAFFIC CONTROL AND SECURITY REFER TO OSHA PUBLICATION 2226, EXCAVATING MD TRENDING. 12 IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT ISNOTCCENTRED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE TOWN OF JCHNSTCNNENGINEER IMIECWTELY. 11 ALL REFERENCESTO ANY PUBlt5KED STANDARDS SHALL REFER 70 TIE LATEST REVISION CF SAID STANDARD, UNLESS SPECIFICALLYSTATED OTFERAIS IL THE DEVELOPER IS RESPONSIBLEFOR PROVIDING ALL LABCRAND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEENTS, SHCAN CN THESE DRAWINGS, CR OESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED (REMISE 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXDSTING PIBLIC STIES SYSTEM MUD AND CEBRIS MUST BE REMOVED BY THE FAO CF EACH WORIONG TAY BYANAPPRCPRIATENECHAAICAL METHOD (I E MACHIE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER. ETC1 CR AS APPROVED BY THE TOWN CF JOHNSTOWN STREET INSPECTCA 1B THE DEVELOPER STALL BE RESPONSIBLE FOR RECORDING ASEUST INFORMATION CN A SET OF RECORD DRAWINGS KEPI CN TIE CCNSTRUCTIONSTE MD AVAILABLE TO THE TOWN OF JOINSTOWNS WSPECTCRATALLRIES I7 DIMENSIONS FOR LAYOUT ANTI CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING IF PERTINENT CRIMSONS STENO; SHOWN CONTACT TIE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE CIMENSIONCRTHE AS -BUILT RECORDDRA'A'NGS Id THE DEVELOPER SHALL CCMPLY'MTH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATERCNGCHAAGE, THE STOMWATER MANAGEMENT PLAN, MO THE EROSION CONTROL PAN. IS ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED. AT THE LIMITS CF CONSTRUCTION' MO AT AREASW7TH DISTURBED SOD, ONCR OFFSITE, PRIOR TO ANY OTHER GROUND -DISTURBING ACTIVITY. ALL EROSION CONTROL MFAN;ITRES SHALL BE MAZRADNE0 IN LOCO REPAIR BY THE DEVELOPER, UNTIL SUCH RIM AS1HEMIRE DISTURBED AREAS A9E STABNZED WITH HARD SURFACE CR LMCSCAPNG TO MITIGATE RCM...1K DEVELOPER SHALL USE STANDARD EROSION CONTROL TECHNIQUESMOREFD IN VOLUME 3 OP TIE URBAN STORM DRAINAGE MO CRITERIA MANULL. 23. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILDIES IN SUCH AMAMER AS TO MINIMIZE POTENTIAL U1UTYCONFLCTS IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD EE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER UNESMD CRYMIMES. 21 THERE SHALL E NO SITE CONSTRUCTION ACANTIESON SATURDAYS, UNLESSSPECIFICALLY APPROVED BY THE TOWN CF JOHNSTOWN ENGINEER,AAD NO SITE CONSTRUCTION ACTIVITIES CN SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR' WRITTEN APPROVAL BY THETONN OF JOHNSTOWN 22 UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TOA CONDITION EQUAL TO. ORFETTER THM,TWITMICHEXISTED EFORECCNSTRUCTION, CR 70 THE GRADES AND CONDITION AS REQUIRED BYTHESE PLANS 23 EXISTING FENCES, TREES, STREETS, SIDEWALKS. CURBS AM) GUTTERS. LANDSCAPING, STRUCTURES, AND IMPROVEMENTSDESTROYED. DAMAGED CR REMOVED CUE TO CONSTRUCTION CF THISPROJECT SHALL BE REPLACED OR RESTORED IN LIKE HIND AT THE DEVELCFERS DPENSE, UNLESS OTHERWGE INDICATED ON THESE PLANS 24. OVERLOT GRADING CONSTRUCTION MIST CCMPLYWTH STATE OF COLORADO PERMITTING PROCESS FCR 'STORM WATER DSCHARGESASSOCIATED WITH CONSTRUCTIONACTNITY ' CONTACT THE COLORADO DEPARTMENT CF PUBLIC HEALTHAM) ENVIRONMENT (CCPHEI, WATER OIALIWCCNTAOL DMSCN,AT (3031692.3533. 4 25 A STATE CONSTRUCTION =WATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DE'A'ATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED IMO ASTORM SEWER CHANNEL, IRRIGATION DITCH OR MY V/ATERS CF THE UNITED STATES 28. THE DEVELOPER IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS CF ALL EASTINGSEWER MAINS,'WATERMAIAS CURBS, GUTTERS MD OTHER UTILITIES AT VIE POINTS OF CONNECTIO N SHOWN ON ME PLANS, AND AT ANY UTILITY CROSSINGS PRIORTOINSTAWNGANY OF RENEW IMPROVEMENTS IF A CONFLICT EXISTS MOTOR OESIGNMCCIFICATION IS REQUIRED, THE DEVELOPER SHOAL =ORO NATE WITH TIE ENGIN'ERTO MODIFY THE DESIGN. DESIGN NODIFICATICN(S) NAST BE APPROVED BY THE TOWN CF JOHNSTOWN PRIOR IDBEGWNNG CONSTRUCTION. 21. AFTER ACCEPTANCE BYTHE TC'AN OF JOHNSTOWN, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO E FREE FROM MATERIAL AND WORKMANSHIP DEFECT SFOR A PERICO OF TWO YEARS FROM THE DATE CFACCEPTANCE 21 THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR APERIOD OF THREE YEARS FROM THE DATE CF APPROVAL BY THETLVN CF JOHNSTOWN ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BYTHE TQAT CF JOHNSTCAN PRIOR TOCOMMENCEUB{T OF ANY WORT( SHOWN INTFESE PLANS 29. 33. PAVING SHALL NOT START UNTIL ASOBS REPORT MC PAVEMENT DESIGN IS ACCEPTED BY VIE TOWN CFJOHNSTOWNENGNEER AW SUSCRACE COMPACTION TESTS ARE TAKEN AND ACCEPTED BY THE TOWN OF JOHNSTOWN ENGINEER. THE DEVELOPER SHALL BE RESPONSIBLE FCR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER FIGHT OF WAYGRADINGMDALL UTILITY TRENCH WORK IS COMPLETE. IF THE FINAL SOILSPAVEMENT DESIGN REPORT COES NOT CORRESPOND WITH TIE RESULTS OFTHE ORIG* AL GEOTECHNICAL REPORT. THE DEVELOPER SHALL BE RESPONSIBLE FORA RE-CESIGN CF THE sow ECT PAVEMENT SECTION CR, THE DEVELOPER MAY UMMTHE TOl7NOF JOHNSTOWN 'S CEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SCILSTAVEAENT DESIGNREPORTSSHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SIBMTTEO TO THE INSPECTOR MANSION OF 13WCIRUNG DAYS PRIOR TO PLACEMENT CF BASE MD ASPHALT. PLACEMENT CF EASE AND ASPHALT SHALL NOT OCCUR UNTIL THE ENGINEERING MASON APPROVES THE AWL REPORT. 3I ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHILL BE CONE IN ACCORDANCE WITH THE CONSTRUCTION CRITEHAAS ESTABLISHED IN THE WILD FIE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TINE CF FINAL PLAT APPROVAL 32 STANDARD HMDICAPRAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS ANC ATOLL TINTERSECTIONS 31 ALL STARLLONING ISBASED ON CENTERLINE OF RCACWAYSUNLESS OTHERWISE NOTED STANDARD GRADING, EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1 THE EROSION CONTROL INSPECTORMUST BE NOTIFIED AT LEAST TWENTY-FOUR 12A) HOURS PRIOR TO MY CONSTRUCTION CN THISSITE 2. THERE SHALL BE NC EARTH-CLSIURBINGACTMTY OUTSIDE THE WATTS DESIGNATED CA TIEACCEPTEDPLANS 3 ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLS PRIOR TO ANY LAND DISTURBING ACTMTY (STOCKPILING, STRIPPING GRACING, ETC), ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE ISTALLEC AT THE APPROPRIATETHIE IN THE CONSTRUCTION SEQUENCE AS INDICATED IT TIE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, MO EROSION CONTROL REPORT AT ALL TRIES DURING CONSTRUCTION, THE DEVELOPERSHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ONSIDE ERC ION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TC MINIMIZE'MND DOWN SECINENT THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHCNN HEREIN. 5. PRE•OSTURBMCE VEGETATION SHALL BE PROTECTED MO RETAINED WHEREVER POSSIBLE REMOVAL OR DISTURBANCE CF EXISTING VEGETATION SHALL BE UMTEC TO THE AREAS) RECUIRED FOR IMMEDATECONSTRUCTCN OPERATIONS AND FCR THE SHORTEST PRACTICAL PERIODCFTIME B. ALL SOILS EXPOSED CURING LAND DISTURBING ALTNITY (STRIPPING, GRACING UTILITY INSTALLATIONS STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL SAPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS -OF -WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTMTY FOR MORE THAN THIRTY (30) CATS BEFORE REQUIRED TEMPORARY CR PERMANENT EROSION CONTROL (EG SEECAJULCIL LANOSCAPRA ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY ME LOCAL ENTITY IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL; EROSION CCNTRCL MEASURES SHALL a. BE INSPECTED AT A MINIMA' OF CMS EVERY TWO (D WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER "(CENSURE TIE CONTINUED PERFORMANCE CF THEM INTENDED FUNCTION. o. RETAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURRCUNCING CISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR c BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS CETERMNED BY THE ERCSCN CONTROL INSPECT= 8 WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED. THE DEVELOPER SHALL BE RESPONSIBLE FOR TIE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTUREAHD OTHER PUBLICFACILMES. 9 THE CONTRACTOR SHALL CLEAN UP MY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END CF EACH' WORKING OAT ALL RETAINED SEDIMENTS, PARTICULARLY THOSE CN PAVED ROADWAY SURFACES. SHALL BE REMOVED AND DISPOSED OF IN A MANNER MD LOCATION SO AS NOT TO CAUSE THEIR RELEASEINTO ANY WATERS CF THE UNITED STATES NO SOIL STOCKPILE SHALL EXCEED TEN (18) FEET IN HEIGHT ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING,' WATERING, MO PERIMETER SILT FENCING ANY SOIL STOCKPILE REMAINING AFTER THIRTY POI CATS SHALL BE SEWED AND MACAO THE STORMWATERVOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED MD STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECTAND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY CA HOMEOWTERSASSOCATION RCA) CITY ORDINANCE AAO COLORADO DISCHARGE PERMIT SYSTEM (COPS) REQUIREMENTS MAKE II UNLAWFUL TO DISCHARGE OR ALLY THE CISC ARGE OF ANYPOLLUTA NT OR CONTAMINATED WATER FROM COSTRUCTCN SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHFUTALS, CD, AND GAS PRODUCTS, LITTER AND SANITARY WASTE THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DSPOSAL OF POLLUTANTS ON THE SITE O ACCORDANCE WTM MY AND ALL APPLICABLE LOCAL. STATE, MC FEOERAL REGULATIONS. IL. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT THE AREA SHALL BE CONSTRUCTED 50 AS TO CONTAIN WASHOUT MATERIAL MD LOCATED AT LEAST FIFTY (53) FEET AWAY FROMANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVMESTHE CONCRETE WASHOUT MATERIAL' WILL E REMOVED MO PROPERLY DISPOSED OF PRIOR TODIE AREA BEING RESTORED IS TO ENSURE THAT SEDIMENT DOES NOT MOVE CF F CF INDIVIDUAL LOTS CNE CR MORE OF THE FOLLOWING SEDIMBNTIEROSION CONTROL BAPS SHALL BE INSTALLED MD MAINTAINED UNTIL THE LOTS ARE SUFRCENTLY STABILIZED, AS DETERMINED BY ME EROSION CONTROL INSPECTOR (LIMN JOHNSTOWN' GMA AND CITY UMISONLY;. a, BELOW ALL GUTTER DOWNSPOUTS a OUT TO DRAINAGE SHALES. c ALONG LOT PERIMETER d. OTHER LOCATIONS, IF NEED CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION 70 WHAT IS SHOWN ON THESE PLANS THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THECRY/MUMTY A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INDUCING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE DIRT, ETC. SHALL BE PLACED IN THE CURB a GUTTER DR ROADWAY ASA RAMP TO ACCESSTEMPORARYSTOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, ARDOR BUILDING SITES STREET IMPROVEMENTS NOTES 1. ALL STREET CONSTRUCTION IS SUBJECT 70 THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE 2. A PAVING SECTION DESGN, SIGNED MC STAMPED BY A COLORADO LICENSED ENGINEER. MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY SHEET CONSTRUCTION ACTMTY. (FIAT DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). MEJCB MIX SHALL BE SUBMITTED FOR APPROVAL PRIORTO PIACEAENTCFANY ASPHALT 3. WHERE PROPOSED PAVING ADAMS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE CF 12 INCHES FROM TIE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE OEI30PER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEM CONSTRUCTION JOINT CAN BE MADE WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN JOHNSTOWN. 4 5 B 1 B. STREET SUSGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE -COMPACTED PRIOR TO SUBBASE INSTALLATION NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRACE HAS SEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER VALVE BOXES MD MANHOLES ARE 70 BE BROUGHT UP 70 GRADE AT THE DUE OF PAVEMENT TLACEMENT CR OVERLAY VALVE BOXADIUSTINO RINGS ARE NOT ALLOYED WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORE{ TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION THE EXISTING STREET CONDBCN SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE CURING AND PATCHING SHALL BE (DIE IN CONFORMANCE VQTH CHAPTER 25, RECONSTRUCTION AND REPAR THE MASHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE THEDETERMBIATIO: OF NEED FORA COMPLETE OVERLAY SHALL EE MADE BY THE LOCAL ENTITY ENGNEER ALL OVERLAY WORN SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS CC NOT CUT THE NEW ASPHALT CVEMAY ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH MESE PLANS OR AS OTHERWISE SPECIFIED IN MU T.C.C. (INCLUDN3 COLORADO SUPPLERENT)MD AS PER THE RIGHT-OP/AT WORK PERMIT TRAFFIC CONTROL PLAN THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR MO PRIOR 70 INSTALLATION OF ASPHALT GUTTERS THAT HOLD MORE THAN Y' INCH DEEP OR 5 FEET LONGITUDINALLY. Of WATER SHALL BE COMPLETELY REMOVED MD RECONSTRUCTED TO DRAIN PROPERLY 9 PRIOR TO PLACEMENT Cf HOP. CR CONCRETE TITIAN THE STREET MD AREA M 31511 RE,CENSRY TESTS HAVE BEEN TAXER ON THE SUBSPACE MATERIAL OMEN A FULL DEPTH SECTION IS PROPOSED) CR ON THE SUBGRACE MO BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED). A MECHANICAL 'PROOF ROLL' WALL BE REQUIRED. THE ENTIRE SUBGRACE ANTYOR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW CF NOT LESS THAN 50,330 LBS. AND A SINGLE AXLE WEIGHT CF FT LEAST 18.333 LBS WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 93 PSTG. PROOF ROLL' VEHICLES SHALL NOT TRAVEL AT SPECS GREATER THAN 3 M.P.11 ANY PORTION CF THE SNBGRADE OR BASE MATERAL WHICH EXHIBITS EXCESSPJE PUMPING CR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED CR OTHERWISE MCCIAED TO FORM A SMOOTH, NON -YIELDING SURFACE THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ME 'PROOF ROLL' ALL 'PROOF ROLLS' SHALL BE PREFORMED IN THEPRESENCE CF MISECTOR TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES I ALL SIGNAGE ANO MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PUNS, AS WELL AS THE TRAFFIC SIGNING MO MARKING CONSTRUCTION NOTES LISTED FERE 2 ALL SYMBOLS INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE IRE -FORKED THERMO-Al S'UC 3 ALL SIGNAGE SHALL BE PER LOCAL ENTITYSTANDAAOS AND THESE PLANS OR AS OTHERWISE SPECIFIEDINMNGO. 4 ALL LANE UNES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINTt5TM GLASS BEADS 5 ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD EEEPDXY PANT PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS. THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT MO PLACEMENT Of THE SAME THEIR PLACEMENT SHALL BE APPROVED BY THE VOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION CF STRIPING AND SMARMS. 7 PREFORMED THETMTFIASTIC MPLXOATICNSSHALL BE AS SPEGRED IN THESE PLANS ANOVRTFESE STANDARDS 3 EPDXY APPLICATIONS STALL BE APPLIED AS SPECIFIED IN COOT STANDARD SPECIFICATIONS FOR RCAOAND BRIDGECCNSTRUCTIDN 9. ALL SURFACES SHALL BETHOROUGIILYCLEANED PRIOR TO INSTALLATION OF STRIPING CRMMKINCS TO. ALL SIGN POSTS SHALL UTILIZE BREAKAWAYASSEMBLIESAAD FASTENERS PER THESTANDARCS II 12 11 1L A FIELD INSPECTION OF LOCATION ANDINSTALLATICN OF ALL SIGNS SHALL BE PERFORMED BY THE LOW. ENTITY ENGINEER ALL DISCREPANCIES IDENTIFIED CURING THE FIELD INSPECTION MUST E CORRECTED BEFORE THE 2 -YEAR WARRANTY PEHOD'ATLI BEGIN THE DEVELOPER INSTALLING SICNS SHALL BERESPONSBLE FOR LOCATING MD PROTECTING ALL UNDERGRGLNDUTILITIES SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN (A OBSTRUCTED WEWOF EACH SGtc SIGNAGEAND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIRE CF REVIEW. PRIOR TO INITATIONCF THE WARRANTY PERIOD, THE LOCAL ENTRYENGINEER RESERVES THE RIGHT TO REQUIREACCITIONAL SIGNAGE =MA STRONG IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MID= OR THE COOT M AND S STANDARDS. ALL SIGNAGE MD STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2 -TEAR WARRANTY PERIOD FCR NEW CONSTRUCTION (EXCEPT FAIRWEARCR TRAFFIC HAANNGSI. CAIN. Int I^7 NNT.111CA,ON CENTER CF COLORADO arnertAit3B10W. CaN ware youesy ai.l WOYIHa/11.IAAW4Ea.104Lraa TO fW! O4<avolr leg tertilittgo Or uNryot4 V a Y(IY.a1',.T (a REVEERTDM3 ACTT IMO. 4EYCWEDAM3 A.:E+IE0 TOWN OF JOHYSTO,VN , ,, Cp4+ rO AISTOOTI ?IM as. cw Can Jar Galloway PlamIre A'dnlnuAD. Eaalta eng. 3760E •511• SlrooL Suto712 Isaias° CO 60538 97O80D.330OO ,mw gallows US elm —To TILL Nl, tri It TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT N•MSE Wu sAHEM 1NSIRLMENI OF SERVICE AND ARE WE PROPERTY OF CAILOAAY, MD MAY MOT IE CWIICAIED DISCLOSED. OR REPRODUCED WWTIOW WE IMO TTFR CONSENr OF GAIL WMY. CCPYRIGMISANO INFRINGEMENTS WHI. BE MMVORCI DAAD IiMSEOJIMD. z '0 0 AF,A I L z Oz IL U O w JOHNSTOWN, CO 0 OS Sue 1Dsuaitllll YIN. Pm,atlI a TOSM➢IM Drawl 04 1W DAM raa1T GENERAL AND CONSTRUCTION NOTES CV02 OF MSS FI 041 N I1 SCUM; Or fly SW; SECTION:(5 N•R met .w prom 2AMIA'CSf 1J 2 a 3 —NPE— —aa IA 26 11 23 B IB 21 H I? an) of nyse SFCR0410 F 544.4 UA' AS1020CMF43P AR:Z.0 )4 W 2XXAOTNSs 44 1A. 21 W O Q M �1 Zv.!-O t - _I 1NtO .1 —UT —u a• — —at— — — 21' W .1 21405 - - -Y1- - -U' .4.5.41 A.p LEGEND: 5a 22 21 4vE'Nf•M NYia4H00Ea02A'ENT PAK 0CTNR,Kr OFEVaf. 21 c21.2,EWAaaR 0 CATE 22 WAWA ONE pNina. 23 wen WETER O5RCKSGW 24 CITE NYDXVr OUW r TO [WPM SCA @ WA1TAWAVE Oa1EAr5 OR\E Wt../ NG YMY 11 YV 2(j WATCR L11g LORCA OCOSCRCC MINCE IT4:CTWE 2J NATO IAwDE OAbNOb,EC CONCRETE 07NUTE SPMCIAE 2a SEZTO', CORER OCU:Y_W Q 04ARNA StrakN COVER 10 CAVI EAT TEORC.a€ 30 S37ENTA 5ECTIb4mar_1 11 JaaaRDRO.M aEVROt I�31 a0CAr MOVIE T 2 MAN5F091FR I I ASIA L7 CI MUM: urn ?oar :two 14 O:ECTRCP04t 40 CUIYCRT 3) ITER41 TNT STUN 16 rerncancfNEVARfAR CRAVE OuVC4Q04Y0'aLANbtEN 1.E n AP1uaT 18 111122046 PCtrk 19-04010.WE. N'%%WI 20 cAsuAE EtgMORO+T64%Y ESSTNGSEC1ClLNE Ez3':\EFRcovvrIIN_T rtr.ucrAr%cr.ae Etr'C UA.OTCXOVH a'r7101LNCRfA3A Elena cv001403s ERgC ExrMG bN]ERCmuwcaLC c rAC LN3EACOW.3'3ER0'f IX rNG raERCPrc ctr.AG GAS ExrheY/Attl EtinC VOW EXcAWFrIC EX V NC :0005011 341.4244,1& ST.ERAC 'OBE 211.02071 50 STGPSCR 51 w:= 52 s t '1cW 53 rrr_E 5215 C 1W EXISTING CONDITION NOTES SI ,ECiPITINW PP3ce I ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PRCVICED BY THE APPROPRIATE tam COMPANY AMC FIELD SURFACE EVIDENCE AT THE TIME CF SURVEY AND ISTO BE CONSIDERED M PPPROXRUTE LOCATION ONLY IT IS THE CONTRACTORS RESPONSIERRY TO FIELD VERITY THE LOCATION OF ALL UTLITES, PUBLIC OR PRIVATE WHETHER SHOWN ON THE PLANS CA NOT, PRIOR TO CCNSTRUCTICN. REPORT MY DISCREPANCIES 10 THE ENOINSER PRIOR TO CCNSTRUCIION THE CONTRACTOR SHALL BE RESPONSIBLE TO CAU. ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO MY CONSTRUCTION TO VERIFY EXACT UTLITY LOCATION 2 CONTRACTOR SHALL BE RESPONSIBLE FOR CCCRCINATNG DEMOLITION, REMOVAL, REPI SF-FUFM, AND CISPCSAL CF ALL FApUTESAND MATERIAL 3 CONTRACTOR IS ENCOURAGED TO PERFORM OEMCLDION 0: A MANNER THAT MAXIMIZES THE SALVAGE RE -USE, MD RECYCLING OF MTERIAI.S. IN PARTICULAR, DEMOUSIED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE £ 5 6 CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT ALL SYMBOLS ARE GRAPHICAL 0i NATURE AND ARE NOT TO SCALE CONTACT THE ALTA SURVEYOR FCR INC JRIE5 RELATED TO THE EXISTING SITE SURVEY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO MY CNSITE PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS THE CONTRACTOR SHALL PROTECT TO THE EXTENT POSSIBLE Al EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO CR WITHIN THE CONSTRUCTION AREA S. THE LUIS CF STRET CUT ARE APPROAIMTE RAN. WATS ARE 70 BE DETERMINED IN THE FIELD BY THE COY ENGINEER INSPECTOR. All REPAIRS TO BE PER THE LATEST CITY STREET REPAIR STANDARDS 9 CONTRACTOR MALL COORDINATE AU. CONSTRUCTION ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OViNERS PRIOR 10 BEGINNING MW CONSTUCTION A.CTMTIE.S ra FOR ALL SURVEY MONUMENTS RESET MO PROVIDE A MONUMENT BOX AS NECESSARY 11 IFADJUSTLAENTSTO THE AT&T FIBm OPTIC LINE ARE NECESSARY SAID ACJUSTIE.TSSIM.L BE COORDINATED WITH AT&T 12 DEVELOPER I CONTRACTOR SHALL NOTIFY AT&T PRIOR TO CONSTRUCTOR AM) PROTECT EXISTING FIBER OPTIC LNE AS DIRECTED BY AT&T CR RESPONSIBLE PARTIES ON BEHALF OF AT&T 24 42 0 10 WARNING HIGH PRESSURE PIPELINE(S) EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE -CALL, AND WITHOUT WRITTEN PERMISSION FROM MAGELLAN PIPELINE COMPANY, L.P. a� ROTATION, 0' 20 25 'RY.5 so C SC a AESrs a<no- AE 111 SECfCNAS r 4N,4A/W PAW? 4ECEPP2NW 1N14N 1w (NTT; ti 1 CALI 11Th ItI NOTIFICANCIS CENTER? COLORADO Cal begat you eds Eska OGWPC 24AnemalAPO* YIaCC0' uVX*DA0Y.0•LVCYY ,0,01 i:V.CWOM, AC¢Prnn test-fel' Aso A(YEPjf_la TOWN OF JOf*HSTOWN Ala Galloway 3M&3 E 150; Slrad, Suta702 laniard, CO me Oro m03300 0 .mw OaYCwayUS mm M., eWM!.A1..•••.,. ••••••!..1 Icllu:ti[f am TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT THESE PUNS ARE AN INSIRLrwEN1 Of SERVICE MO ARE IRE PROPERTY 0$ GALLOWAY, MO MAY NOT OE DL.E•UCAIEO. DISCLOSED. ON RHWNWO0 Yali.0141 THE WIa11 EN CONSENT OF GALLOWAY ONN RIGNIS MO INFRINGENFNIS WILL BE ENFORCEOMD PROSECUTED. Z co LL Z 0a v O Z 03 W JOHNSTOWN, CO N DEM Sus ID ...118.11 YID. P,Rao ND. 701.11121.21 Orrin Sy. xT CItcaed : Jp, Omit BLUM, EXISTING CONDITIONS EX01 OF 71 SHEERS 14 T 41 ; I IO7A MAN RFCFPIAN AO 3tUaI 4CFPD'NND '.TLC]F n LEGEND. \ \ em 144 \ 4074 ₹AN9 RECIPNIHND KIWI msr} oo mg Sei *coos TS r SN,R NM 14R OFSCllR.SP .UW310NY0 MAOAAYB East l of t1** I TIMMY 3A r SLR UN P≤RCDARP.or4 LSP RFCEPIICWµ0 ]MNNIJN EXISTING CONDITION NOTES: s Para NPIACE 7C\CE O WIC ORV flit OAk:!L SCN OEOMST'0CM190N&CM 0 0 O a 11 12 13 14 3 16 0 TB TB 20 'TIMM DANE SArt(Y'LCNAMY27 SCN CONLIETF OPALSACE S"U-Jt: A%ANOO.EDCONCIDTE OAYS4=S"t.IR CAVORT ONEWIEAO F(E,CYROI NF. t.N3ELJADUVJ Fl ECTLL toe TRAsS'LRVER cLCOtIAcunER ELEttCPaE rIFA Ongv .E TIER DTTC LIC%Mittel TAXA:M NNI ICtCP•OShNE -CEP.OSE PEO(STN CASLAC 0 CAS TITI VALOR 22 WATER LAC 23 WATER VF EI ol Pt MOW 25 WATERYA YE 26 HATCA LILAC NAA/[R 0 'NA'ERVAN• TI 28 LICTOT*MLA 0 WAWASECTONCWN.9 30 saINN S0:TOT0WA 31 RRDA"oNITINOTNE am AMINO 40 CLCVCVT a1 ANNA.? IR;T; SOAP COMM AMAUV- EASTINORA'trA Y EASTNOSECTONL•M FAST:ACRLONIFY t NE WSTNOCAICVEITtItE MONO Vaoareatp 1ISTN C Ut DL CO.TOIR CARnOOVT Ni1O OL': RC EASTNC VL. OOTTOaaa OCCTOO EXFA0 V atTICO •AD1E UHME OOSTNO r6CRCRC CKST COM EXIT LOMITA EXrLC row OM AG 'MC rASTAc :OYRCE JRMNACE 6.ALGIRE To M aaoaxo 50 STOP &6N 5T 5Wt5m 52 NOVI"SCS 53 rm., O W tams rAF i'FI ]S veno NN,R NW PARCFI] Wela .NffND HALM -ur LOrtxGYIJ4HJ RFCTPTDNAO MINN •—_�_ 1:r \, 1J RFCEPRCN 'co TMWr76]] VT u'_ _ •%1. _ �S, �.� — --'uT _ cur_ — ---LI , I &OFAacTa.41s7 O:CTProi No 1NOM APO 'PTO I. ALL URLITY LOCATIONS SHOWN ARE BASED CN MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT DIVINE OF SURVEY ANO 15 TO BE CONSIDEREDAN APPROXIMATE LOCATION 014Y. R IS NE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UT1IU1ES, PUBLIC CR PRIVATE WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR 70 CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY CCMPANES(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CEMCLRICA, REMOVAL, REPLACEMENT, MC CISPOSAL OF AU. FACILME5 AND MATERIAL L CONTRACTOR IS ENCOURAGED TO PERFORM OFAICLRIW IN A MANNER THAI MAXIMIZES THE SALVAGE, RE -USE. MD RECYCLIIT] OF MATERIALS IN PARTICULAR, OEMOUSSIED CONCRETE ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE P ALL SYMBOLS ARE GRAPHICAL IN NATURE MD ARE NOT TO SCALE 5. CONTACT NE ALTA SURVEYOR FCR INQUIRES RELATED TO THE EXISTING SITE SURVEY 6 CURD, GUTTER AND SICEWALJ( SHALL BE REMOVED 70 THE NEAREST JCAtT 7 NE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY CNSITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS 114E CONTRACTOR SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT 70 BE REMOVED ADJACENT 70 CR'WITHIN THE CONSTRUCTI W AREA R. NE LIMITS OF STREET CUT ARE APPROXIMATE FINAL UNITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR ALL REPAIRS TO BE PER TIE LATEST CITY STREET REPAIR STANDADnc. 9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION BEMIS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINTMG MY CONSTRUCTION ACIMRES 19. FOR ALL SURVEY MONUMENTS, RESET AND PRO'ACE A MONUMENT BOX AS NECESSARY. IL IF ADJUSTMENTS TO 714E ATILT FIBER OPRC LINE ARE NECESSARY SAID ADJUSTMENTS SHALL BE COORDINATED AM. 12. DEVELOPER / CONTRACTOR SHALL NOTIFY AT&T PRIOR TO CONSTRUCTIW MO PROTECT EXISTING FIBER OPTIC LINE AS OIRECTED BY AT&T OR RESPONSIBLE PARDES ON BEHALF OF AT&T. FAST; Or INFSi I TrCTUOM TL F SN,R N W PP M1 MO ?%cSA RT{iPNJA•AO ]ATTYAON 0- 1 DTA AtO -Nn REUPrc.NO 714715 56 ITC 1.0 reet (WET) NAE SC N :OF* IE.N75 RFCFPJCkSO: M7TN CALL V TIUTY NOTIFICATION CENTER Or COLORADO 16'eudNYl I .. CEli Esim ylsl ele. a 0LoVCSPAilmau4VOC.l , yantrna., O: lab -Cyan., Nnn.ov % tvoVI:no Yrvv A YOIDtS NitrMJA'O AGPIFR RrVtE.ASS ADOPTED TOWN OF JOHNSTOWN Two or.% rear.mn fount—infount-in Iran PM•V\ this la. Gallowa aitchkocan. 3740 E ' SJ! SINN. Su1Ofa1 Lowland, CO 60536. DFO IBM WOO O M%W DRICN'I.5US wn awn r —1Cn+' -9 own.... 1<fIYLKI� Wl II TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT I PPS, PLANSMIL AN INSIHureIN I or SERVICE MD ARE 114 PROPERTY OF CALI °ANY. MO WAY NOT OE DWRJCAIED, DISCLOSED. OR REPRODUCEDMAIPOUT IPE W W I I EN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRACEIflNTS WRL SEFAIORCED AND 1ltOSFCNIAD. z to O O< Z w 0 z D OO Zo W JOHNSTOWN, CO N Deb tm1 DeedtCon NIB. Notoci Na Damn BY 6J' CoorYee DA Dec amrt EXISTING CONDITIONS EX02 OF 27 8ws If ricaP3AYAO rnrcORm IOFR R' --MS iliC PICMI,O •.an" / AOTAA -RD RFLYPPYI WO 317711 EXISTING CONDITION NOTES: LEGEND: kfirRNIASLVIY691704 RESOEMrAl. tot REccno4 AO NTIXCN' PROTECT N IE L'f 0 RENEE O CATE O^.MRCN O !MARC 24 FAT •?DiAM O K 11ECT TOCAVAOVSCN 2$ WATER VNVE O!,LASE ORM SAIEIY .4R.AMIY SO SCR 26 WA*CRLOCWRaES OCOS.C rC DTMNACESTRCTUIE 27 MATER UAWSE OAAAN7btL0 CONCRETE 2ANsa STR.OUI 26 SEC'CN C0>1.ER O:AVERT DIAerDisF,0NTDT•ER 10 ccttNEAO OEL'RCL'.NE 30 TWEEVRI SE:TDs TDR.ER T1 uNTER.R^CuNO O TC:RCLAE 31 EWA,OV ST.Pr:R.� 12 ;RA.SFORVER F I A• S WL' 13 Et rums fsg TO SC.LVTED 14 EA: V:POLE 40 C• LOVER. Qet4cPE'.::!f jj4)�) T1 ESLUR 1B t`aM OPK ICIVMCR I tt CAN& 21 CAS LtE RAMC, 22 WATER: .AE 23 WATER RETER :MXRCSO,.N3 TELEPC.EI:S C tEP1C'CREOESTAL TELEWOWe ::TIE WWII CAS LIVE EXc,.C MDT-0RM EXSTA4 tCtOIIME ESS'.C NUTERTTRCE EXru t EUEW:na EXr. NC[C' LANE CRSTES WLORO)NTOA ESrNC N%OR CORD.:R Exs.O OwMFAD FIE! Rc M EMO u'GGY.ROUNO DECREE EXStac UUERCUN RAEaUE I:mo Cr9ER OmL PNs -----to ----- Cn n,c CAS c ERSRNDI''A.M W— EnST,MCc.'Ytu — METING MCC TAMING COW'T IRAXLM 5TRSRRE TO El RE:CGATED 50 SToRPCM 51 WRECK 52 But VCR SIN 53 FE.ee hEAAERA SO)CMSIOY RESLER MI 10f) I CEP IOW) pot rowan SF•1sN WK AN 010 ran" r_ RENEW suao.IWCE .TESOf,ts1E IO7) RECW)ONAO fDO3DN OFE I. AU. our/ LOCATIONS SHOWN ARE BASED ON IMPS PRCVICED BY THE APPROPRIATE UTILITY COMPANY MIT FIELD SURFACE EVICENCE AT THE TIME OF SURVEY MO IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. R IS THE CONTRACTORS RESPONSIBILITY TO RELO VERIFY THE LOCATION OF AU. UTILITIES PIIELIC CR PRIVATE WHETHER SHOWN ON THERMS DR NM. PRICK TO CONSTRUCTION REPORT ANY DISCREPANCIES 10 THE ENGINEER MCA 70 CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY CCMPANIES(PUBLIC MO PRIVATE) PRIOR TO N.Y CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 1. CONTRACTOR SHALL BE RESPONSIBLE FCR COORDINATING OENCLRa., RENONAL REPLACEMENT, AND CISPCSAL OF AU. FACRIRES MD MATERIAL 3 CONTRACTOR IS ENCOURAGED TO PERFORM DGA0UT1CN IN A MANNER THAT IM)BMQES THE SALVAGE, REUSE AND RECYCLING 0P MATE tom S N PARTICULAR DEMOUS)ED CONCRETE, ASPHALT, MD EASECCURSE SHOULD BE RECYCLED IF POSSIBLE A. t. CONTACT THE ALTA SURVEYOR FOR RVOUIRIES RELATED TO THE 005180 SITE SURVEY. 5. CURE GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. AU. SYMBOLS ARE GRAPHICAL IN NAME AND ME NOT TO SCALE /. THE CONTRACTOR SKILL BE RESPONSIBLE FOR MY INIALAGE THAT MAY OCCUR TO MY ON -SITE PUBLIC OR PRNATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS THE CONTRACTOR SHALL PROTECT TO THE EXTENT POSSIBLE AU. EXISTING FEATURES THAT ME NOT TO BE REMOVED ADJACENT TO DR WITHIN THE CONSTRUCTION MEA &. THE LOOTS Cf STREET Oft AREAPPRDJWAATE ANAL DIMS ARE TO BE DETERMINED IN THE HELD BY THE CITY ENGINEER INSPECTOR ALL REPAIRS TC BE PER THE LATEST CITY STREET REPAIR 5 -MADAMS 9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION 0EMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGANINO ANY =STEW CRONAUNTIES. 10 FOR ALL SURVEY MONUMENTS, RESET AND PROMOS A MONUMENT BOX AS NECESSARY I I. IF ADJUSTMENTS TO THEATLT FIBER OPTIC LIL-EARE NECESSARY Sall ADJUSTMENTS STALL BE COORDINATEDWITH AT&T 12 CEVELCPER 1 CONTRACTOR SHALL NOTIFY AT&T PRIOR 10 CONSTRUCTION MO PROTECT EXISTING BEER OPT?C LD E AS DIRECTED BY AT&T CR RESPONSIBLE PARTIES CN BEHALF CF AT&T. • 0 RECEPR 449 1000A17FR <8 V. n &II' ESP dd LAA oti lora RE.t30 RjG ICO tO ?MIN e• w■ RDTA RCN C I+ se II so KO a reel IN FEET 1,n.? SE 1 CALL U'1LIY NOTIACATEN COMER CC COLORADO frainhota COM baton you RN. CI......ISJS.411112t0IMINPMACt•COltAtt MO ULM. 24.11tIcallt. C4 •+C wYR411Y .tlfllf tl'AR YTYV i,R,.11Rt 9EV FVfE)AAO AEL,PIEJ. NLriEDAVJACCRIE. TOWN OF JOAMNSTOWN Ten t qer.. 1:W rzli ,. Is,CJr%Tw, yQ•LLnn yy yr Galloway �, 371:0,E. AroVoc Sch Wool, Eoil Wreak 202 Lvtolwd, CO 89530 9195003300 0 we- pbawa)US.can Wes t r... - an -- Fl IIITNLI 11 TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT 1Ftet PtM9 ARE AN ISSIHt4NEN 1 OF SERVICE AND ARE WE PROPERTY OF GALLOWAY, AND NAY NOT BE DI RICAIED. DISCLOSED. OR REPRODUCED WYI1.0UL ITC WRITTEN CONSENT OF GALLOWAY. COPYIUGI.IRMO INFRN:CENEN IS WWI. GE ENFORCED AND PROSECUTED. Q ZY' < (nix 0 ZL`P O Z IL OV aJ J Os W JOHNSTOWN, CO I Mx in) D5eDIP6D11 619. Pon as Ne iDIa0Ml1 Draw ay. Cmaml if f a Oise an° EXISTING CONDITIONS EX03 OF 27 StEET8 L 5 S 1 1 f d. i iF It 2 3i .& . I, T2 O kC ORC RECUaIVNNO flA}l))9x TN '4 —JI t7E . ak 14 55'W CFL 9:•G _�— 9840 .4.415C.0 ‘1r 1,10151 rYi FAS111I3H SF} SEchw lL t t SR,R IJ N AICP10.0eO YAVO.uM MOO - • ILI.10 1z ••- 114 alF — — IUw��I 61-w - I.S•tl — 1V•'L .40 -L, -Y1 .fir' - JI YYtt 1�--Yi— O • —V4 o- I U 2 W 2 J FRSt} OFINE!-eJ SFCOOIJA I SII.A 411 RECTF'PCNNO ZOSO:W)11 —Ry...c• -i- J —Fu'. LEGEND: 17 10r&AEN9 *CRIIVIIM 1157115 1.014..V4,4 RSC-FProkkTI 1951115 2T RPE)iVISGR4W 31 I? 3451. 70NA 5/I. RON RECf IAH NO IMMO ^:..'fir•.... v.s A'.•, 1 ;• . I• , I1hP III• : van ARDOR O rent O GA@ • STOP DIN OMI:A SO. O Brett: :'O CAVfiSG' O ‘EASE?1•.E SAr—z.Ync..MYe sax OcOsc1it8e ORAN&GS SNualltf OABAN3C.e. CDNCR.'TC ORNvt£ST-4.C aC O CLAWS TO OVEFPEAB OECIRC L NE 11 ..cc ROIIX,.o O Cct'tc L'.K T 2 IRA.S0OGrR 13 FE:Inn; rot 14 far:RCARf 1$ CAN DPICL.E 16 TIBER OPTIC I AT UARCT O:oaf 1CRD.PO!C1C O,CtNC tr:EA10h. 9EGEON tt:fPNO.L Of MIRES CAS LIR 13AS:1.E%%Ufa WATOIINL YIATYA VCIER TILE 'JYOUM MICRYA.vr NAICR LI'v VNT.C9 WATER. ILM& 0.E 5E 0,1 EDRVA OUNRFAStCTIONGN•EA E.)I-E.TH rrROh'.b0.t`i •RRGAT5. snicuIE; ASR.\T TO RE Rnicrao AO Cal/ERE 41 -SEE V.MF ts 1�c ct r 1 1 At. At- *L5T:NORONOray native Kato. tot ERCIho W TSRIYI NE E?;STNCGKUL\TL NC EAIST.CIOt',NE LAS -NO IWOR.'DVOul alma v.NORCOhTCUN EXS:.h0obt- .A3CERR: ExrN° Lt, 1 IROJNO LCPUC fir No WXNCOUO1t101.3N: MrNC rsRcPC Cr r.G CAS Err .CYYTT,R Ex FAG5701Y ems IOtr Err NG LOK.q_._ lAA:.•L:C ENLCUtt 5015 DIIC- UE - Ur ro - 0 w EXISTING CONDITION NOTES: 1018, Af449 RECRT011RO MITTS )) 1. ALL UTILITY LOCATIONS SHOAT! ARE BASED CN MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND SELO SURFACE EVICENCE AT THE TIMECF SURVEY AND IS TO BECCNSIDERED0N APPROXIMATE LOCATION ONLY. T IS THE CCNTRACICR5 RESPCNSIBILIIY TO SELO VERIFY THE LOCATION OF ALL UTILITIES PUBLIC OR PRIVATE WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT NW DISCREPANOES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTRI Y COMPANIES (PUNIC MO PRIVATE) PRIOR 70 MY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CEMO TICK, REMOVAL, REPLACEMENT, MD DISPOSAL OF ALL FACAIRES AND MATERIAL 3. CONTRACTOR IS ENCOURAGES 10 PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES THE SALVAGE, RE -USE, MO RECYCLANG OF MATERIALS IN PARTICULAR OSIOUSMD CONCRETE, ASPHALT, MO BASE COURSE SHOULD CE RECYCLED W POSSIBLE. L. ALL SYMBOLS ME GRAPHICAL W NATURE MO ME NOT 70 SCALE CONTACT THE ALTA SURVEYOR FOR IACUNIES RELATES TO THE EXISTING SITE SURVEY E. CURB, GUTTER MO SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 1, THE CONTRACTOR SPALL BE RESPONSIBLE FCR ANY DAMAGE THAT MAY OCCUR TO ANY ON -SITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS THE CONTRACTOR STALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO CR WITHIN THE CCNSTRUCIIQNAREA B. THE LIMITS CF STREET CUT ARE APPROXIMATE. FINAL UNITS ARE 10 EE CETERMINEO IN THE REED BY THE CITY ENGINEER INSPECTOR ALL REPAIRS TO BE PER THE LATEST CITY STREET REPAIR STANDARDS. 9. CONTRACTOR SHALL C0CRCINATE ALL CCNSTRUCTYCW ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 10 FCR ALL SURVEY MONUMENTS, RESET MO PROVIDE A MONUMENT BOX ASNECESSARY 11. FACJUSTMENTS TO THE AT&T FIBER OPIICUNEARE NECMWTY SAID ADJUSTMENTS SHALL BE COORDINATED WIIHAT&T 12 DEVELOPER / CONTRACTOR SHALL NOTIFY AT&T PRIOR TO CONSTRUCTION AM PROTECT EXISTING RP.EA OPTIC LINE AS CIRECTED BY AT&T CR RESPONSIBLE PARTIES ON BEAU OF AT&T. - -P _ l2 'Ap �i ROTA TICK IT WARNING HIGH PRESSURE PIPELINE(S) EXCAVATION ANDIOR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE -CALL, AND WITHOUT WRITTEN PERMISSION FROM MAGELLAN PIPELINE COMPANY, L.P. 57 a • so I O <2 2J TIC 191 test ( vFEET 0-511 CALL ow./ ROTUICATIGN CENTER Of COLORADO x.S. F• V.fn Cr SAT.t.C[1606.6.0.i on MUG or at'A.aIL .er IUE.A.t.e Nl LAC LIWC.C YtYIA'l1LIdI RIVEVal Ac$•I5S :EVENED MD ACCEnEl TOWN OF JOHNSTOWN TOW Ey•w ton elAwo a ran Ewit ra GIN Galloway Pluming. AniBsclumEn eling. 1180 D. t 5th Stleel. Sate 202 l evet % CO 10571E 0/0800 3300 0 Ymw galowgyuS com Can C--& a.w ...,.� -1L3.T1STStn)4l T T TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT IRESE IhANO ARE NV WSOILINFN I a SERVICE AND ARE WE ['ROPERTY OF GALLOVIAY.ANO WAY 110r BE IXJI LICAIE0, DISCLOSED, OR REPRODUCED M1R041 TRF. MarIEN CON9EA1 OF CAILOWAY. CCe RIGA TS AND NFRINGFWENT9 WILL SE EMORCEO ANTI H1OSECV IE.D. z t, 0 O Met O2 aU JOHNSTOWN, CO r Wes Ism I OesLTtGon 4A. PateE Na TO®TILT D1v.n Oy. V CIRo-m BI: a Ore OTC 01T EXISTING CONDITIONS EXO4 OF 27 STS L al 3t �¢ Y I t H 23 ELA7Y.?R:A;P 'tCF.S✓ W"N'_r PRTJCOMISR`A In SOUTHs 0i r•••• Sit; SECnO.]; F SN• R NW RECEFICYAO 337M117rljl It2CE°TCMn9 ])l:94: d W Z -4 WCR SO STA+3.5303 2 IR-51x CENTERLNEPROT#E SCALE. H 1•e 50 V. I`• S 5030 ......_... -.L-..-........ .—..1--...... - _- --. 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'.s —` s. 10+00 11-00 12-00 13-00 14-00 15.00 15+00 17-00 18'•00 18.00 18'60 ROT O' la IS. tall 15471211 LAIIa• 1I e LEGEND: pta0SF7_OCCorAWI4T EYiAO VO•ItOAay E1CRA0.IEC7:DI LTC Exri& PRCPERTYu'£ ENANCEASEVFMLAL x'57..0 LOT L'.t SANTAITLRE PLOWED STOW ICAVI PRCP0L9 SIYUErLOLYLAE OEMS MCC OFASRDl• MEMO COW IE1WR CCCTNOOdRrUOELC iC EER.Tr:0,0 i"ii OLSDCU:CRC CREW. u.00IODAI MOLD& Co rNO KEMP= CACPd CAL Dina YtM1Ta CXST hG :MUTE JTA NACE STR.C NIE PLI0722090-FLEVATOl DLSrnsKrr ELVAgN NOTES: DUE LIE= UT• - 50 C W ICL L11LT'tOCA ONS SNOTTY AE 5AS DDY MAPS FUMED EYTfE AFa1MR*E UIa.IY OLLPAY APAr Et3SAEAcECwwESCE AT Ttenut OF SLFLY:YA 3STQ$ECDS VED 71•MicCRATE LO:A507505 Y (T STI4tS1RA9ORSRESPC4MRT'TOrpzvntrt TIE:OCAr Cf4L L'VTCS.P.:/UCOIPRYA.£AY12nfRY•On, ON n.EPMSSM ADT.MER 1000iETRICT.OS RE50R7ANYDCRER ,25.2 TOTNE£YOAEEERPRIOa•O.ONCIUCO'i t14 .1RAC:0•14t: at REIMS'SS'0 AL MLLTtITYCOYPMIESPJOi1CAN7MINATE)FR0R10MYCCriltt OWTO VRN EXACT WIOTTIOCAT'IW a SEE IOU Mg:MfCR PAYEVENCMOs/GWEPREPk11TCN.003^J,MOR(-CPWEAJATINE 1 CONDACOR WU. 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YAW •1041T IC IrAO::f11ENTSTO T,E ATV ABER m11C I.PE AMAECESSMY TADAOAISTAFNTS$WAl BE CCORYWMWDIATIT 11 OCYFtCP£RA W MRACT0IIHAUN0nry ATLTPLOR TO CONSTRUCONMO MORE' ES Mar OEA OFrtt•O AS ORE= Sy ATIT OR IESPWSI:Z PAVESD1;R1A:rT.rAT CALL U'LI^A N0TItTCATIOA CENTEX DP COLORADO lbw Sit . Cal bakes y3ud o. Cu:)sUSCaAPnSA MWm!X wit'Y a O coat OVUUM1t M1M.I•.lMal.Pb '.Y.t.t.afl vlwMaYIgn•LL 1 i'•^.v7 AV0 AC,EPIET. BINYL£O AND CAP TEL TOWN O= JD -IN STOWN To.. Eta...! Tew a.a-!Jv' W C••S TP•abnFP Galloway Pisi JLg Antal & E1 Ovens LEA E ISIN Steel. St6070T tovolu w, CO mos 970 500 3300 0 NStvL OHIRRPyvs axr .F.e rt•✓'v '\ TOWN OFJOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT 1P.eit MANS Alit AN INSINUtel.I of - SERVICE AND ME ThE PROPERTY OF GALL OLRAY, MO NAY NOT HE DUPLICATED, DISCLOSED. OR REPROOI.=VATI CUT WE 9RN TTtN Cd:9ENT OE CALL MMV. 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Sul* 202 LavMwa, CD EOSIN 970 6003330 0 WIN gallowa$V5 can A4-44.......0.81, - I -mamma I thlistrlWtt TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT TFESE I'tAN9NEE AN Ih9IRUNENI OF SERVILE MO ARE TEE PROPERTY OF GALLOWAY. MD WAY NOT BE DLALIGIE D. DISCLOSED. OR REPRODUCED MT OUT TIlE Ww/1EN CONSENT OF GALLOWAY. CCPYRIGM9 AND O5fRINGENENl9 WILL BE EAPORCEIS AM)SA109ECUIED. Z (% It z oz D IL O O V O JOHNSTOWN, CO M Ode laud 701w4T1plDD Int Propd Na 7OCila1M O.Pr•BY x! 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COPYRIGNI9 AND EOSIN CE: ei1B WEI BE ENFORCED AND fROSECUTEO. O ct • IC O z O • 0j O S JOHNSTOWN, CO DS blue lOO@e.8a1 Int P.gPtl Nn maim !Man fly KS Cn000U 0A .0 ORIN OLIMOI WCR50 PLAN AND PROFILE RD12 OF V aEi$ 1 d e 10+50 5016-1-- _ s q t a Pk G� 5032 5028 5021 5532 5026 5024 5022 5324 5722 5032 5024 5020 5026 1024 5223 5010 14 a j,,po5cI, SRAM 0 a 5035 5 40 a 20 11+00 T ay T 9 5328 5320 S104 SOIO 40 251, 7rn 3 • C .40 40 •20 12+00 11+50 7 9. 10 40 I _ 41 y- -20 5032 5226 17+50 5014 5332 5324 15028 5220 0 12+50 20 i 15024 5015 J SOU 5014 ym 3 C, 0l 3 v 51 KI 1 -- 2T ( l... .. I•2l1//f/�-i tl 40 a 13+00 20 40 1 . C 6i J I I,�$ C W 1 1 $R'GG P a +n a f I ' ma y_ . -20 711 YI 13+50 1 c C_ 6- a 0a I= _ a 7.4 40 -20 0 14+00 14+50 1 6x -• -I-- --{- 4 I234. 20 40 50Th 5021 5029 50pt,-.T•.-I{F{F{1' 3C___`••�''''�� f 8. 5525 I { 5016:-� 5010 5012iI '5524 5320 -5520 5016 -40 C . 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NAMPY c. 5002 4998 5008 5034 032 .ma Z•NCREO NC A0 tP1E4 •Lh1EWCDASO 'GCS? M. TOWN OP JOHNSTOWN 1D•t &Iw[. le.nv.sut..n Gaiiowa 3160 E flat Strout Sul* ?CO LOYeIP6. CO 80536 070 000 3300 0 revs; pa00WtyU5 ton TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRCGIiT I'E5E I'LM8 ME AN IN52RLMENI C' SevotE MO ME 1HE PROPERY OF GAIL OWAY, MO MAY N01 BE OLPIICAIEO, DISCLOSED. OR REPR000cW W T)CW WE W W 11EN CONSE.NI 01 G.LO(WY. COPYRIGh!SMD MFRIhGEMEMS WILL SEENPORCEDMD IROSECUI ED. O Z LO o• a CO zCe 2 O z LI-O OV Z O S W JOHNSTOWN, CO Dasa, 1®ua I Daraalyean 515. Pro•rdnc rolOWEI91 o-0. sy as C•icood Ely DP DA" 0 000 WCR 50 CROSS SECTIONS x10 1 OF 27 SHEETS 25+50 5006 5001 4596 25+00 u g tl -40 50001 .2o - • a5 155 5004 L - 70 0 26+00 d s 5004 50021-7- 1 28+00 a S 1-- C' --A- 70 0 28+50 42 C 00 • --. 49981-- i- 1 40 20 443 5004 5070 4935 4992 •, ti O I Sergi --r 5000 5330 4996 4992 31+00 P00Y5® GRACE 4935 �. -40 12'74 754 Aiilocal CSi40 5244;30 I. I 14996 ,4942 .20 5004 sow ;._. I - 1 -a - I 49961 0 31+50 Imo 4992— __ 'f—,_}_ ... •—..: I ! 1 ! 4996 4992'--•�0 o ' 7 ..J.. ...».5004 dig 1 31% 241 4998. 4994 5034 5C00 5704 5300 4998 4994 -20 I n I I •40 26+50 1 o - 14951 4994 40 =aD 14994 0 27+00 20 40 v e; 1 N H _ � ! .00 5004 — 06671, 4998)---•-•----- 4994-.-_•.r a 0 27+50 8 40 1 n M • 19955 4994 5304 4995 29+50 32+50 5004. _ I e I d 5300-1— -20 -20 0 29+00 4598f - '4 4992E-� 30+50 33+50 5004 5000 5000 4995 14993 I 4994 4n 4992 4995 3 30+00 I I 20 40 4992 ,•r-_ I- .5004 I 1 u� i I 20 1 16 c WS ?9!J, '4968 ._.L _ 4952 40 33+00 i isoca 4996 --+ 4999 4992 '4992 49681 14997 4986An '. •40 .m -70 I 32+00 a 4n 20 20 40 40 4992 4953 1 34+00 8 a 49961 { I _ - I 4990 4964 0 1996 4992 37+00 4969! ----l-- — 4992 5004 4996! 4996 a 992 41992 4968 1984 '4969 491' .40 -20 0 34+50 2o C 6RSTSO MO:443 ,4932 4994 496'3.' _ 4999 8.2 Err SCI —14992 49921.—. T -...—F a—�— .40 4964 f ---04988 £982 20 40 4992 ANS an 44908 4995 4990 -40 40 H I [4981 0 35+00 35+50 40 1 4992 • -0.4413 5 2 3-9 .5 tl05.E • 49861— a 4364 4990 e 37+50 5 • 9 r ' 4954 4978• 4984 4915' Q =2n 36+00 .- -40 40 I a 38+00 38+50 . 4968.--....., 65 ' 49641 I �'�AA 1I�2C 1 r- 4990• 20 ,C0 4962. 49761 4992 4966 20 4996 4964 4965 413.4 _.�... 14990 - 4915 so -2o k .4969 1 ... 57 4404 0 39+00 39+00 ,4996 4997' 1--- 14984 4962 14960 -20 36+50 2o 0I rz is/G 40 I ^,4989 i c A j 4�4 24 ?:1) 20 40 414181- -40 20 0 Is a u '4518 40 vet O'14I'Y NOT TI CAT CH CENER T COI 0}1.400 Call Won ycu468. Ka alum V.l]MNn 1•040 . aVACI Y!W.W E 0,.5910E 010rAvATLIDIIK VAYYIDI ..orADG.mNM14nuRrn4 ;<wrnvoN9 A4CE• I€3 TOWN OF JOHNSTOWN 1o.n EK 11 Tond.cn4on tan oh truat, n Noway Ftr. 01 lAtt.03323. cnar.0^.l'/a 3780 E 11971 Skirt 712 Lomond, COMM 919 500 3303 0 ryes willtvitIJmS ' Ti[ LtTstnu U TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT i1•ESE P4AN9 ARE AN INSIRLNFh I OF 9FAYICE ANO AI0 1414 PROPERTY OFWMJ GALLOWAY.ANO MAY NOl BE DCAIEO, Da9CL09wD. OR REPROOU09719n14OUT II+ WWrIEN CONSENJ OF GALLOWAY. PYRS'1 COI9 AND INFRA GENFk19 0444 RE ENFORCEDsing 2ROSEG:TEO. 0 2 In Q 0 C 2 0z u-5 O W JOHNSTOWN, CO 120123.o a Data 1 I De n ML 1+acd1•n G>® 1C4a1 U. aft,.Dy ka• t Gr ud Or D DAB WCR 50 CROSS SECTIONS OF 27 sitEaTs 4934 4960 4976 4974 39+50 sr IF - di a" I e . �_ C I'�--1----I t 4--1.—_ 0t I i ''- j' 1 `` ...cm ---655_ 1 t- L =_hmla i Gactno I d • I . 40 •20 0 40+00 20 40 4998)—p ul 9,4 41+00 [344- - 4930 '! 0 I 42+50 c 47 0 ti 2a <934 4969 •4444 •.••�__..._ �. ....1 .-44{44_ .', __ . _ L __ ....2960 Wc� ,4446 r r --; g_..., x900 49161 1—� 49Th 49121— ----•--. 4974 4970'—•— - 8%1 R 420 0 20 40 40+50 PC' 49151 4917 4 4912 41+50 -.4934 X4939 mai 8976 40 - 14942 41 0 I 70N 4960 43+50 4967 a4 r Y i I I . _ _ _ 4445 . 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V -1 -§g OkTJD 1 'ara 4972 4%9 ' -H 48+50 4986 4964,-I I a9.fF09FD react —e— 4 --I-----127% -:o. - i- I 896{ 49801 ,4918 4972 ---t - -40 47+00 s 4966 -- -1- 49341-- r 4a -! 4966 4960' - 4a -20 0 20 40 46+50 48+00 20 4968 4964 _ ---I. 14984 4980' - 0 r C -'I`rq* ___;_;4912 :4994 40 14962 4972 r s 49881— a €It I �1� 4984r ~-r- i l _______4 _ 1 k1 1 1 I 4- _I___-I_�4990 as __L_ 1- _ a - - ._ __ 40 i x,956 49+50 i 49+00 52+00 64 I- •_-. - 0 .4 14986 at 51+50 -,4912 4968 3: h 1 I C b- . 1 1456. _t_ -• 1 6464. 4_0% 20% I +- 4964 4953 - - I 4560 4955 49601-- ..•_ --e - - v 496i 498{ -_. 44964---T--f i • 4980 : it L9W 4966'- - 40 •2D 44/2 4569 4966•-� 4964 50+00 I -I II 298: C C 4998 44960 40 0 217 51+00 4964 4964 • 4966 ty a r�4 -40 -20 T" a _ 20 52+50 a Q- i a H4994 F- 5515 -_lr_ I I 4960 4964 ' 1 14963 ---1 1 4968 a0 120% ]TIN 4956 -40 a zt 0 14967 53+00 J4996 20 40 89881—.—f- 1 :n 4966 uSS .�.... 4984 4959 4956' _ 4968, 40 53+50 980 4 14988 4964r —t- 4984 6960 4980 4996 J4961 4964 40 • u -20 0 20 CALL I/TY1-T NOTIFICATION MOIR OF COLORADO Knairatent Qin bloom dig. WttaaM4f42M•00.0 tWO.Ditt 0.4.611C attfLwq .alrRWLMV ACID,, II] Y4Y!411417! tt 4984 4960 4•x,5 4052. REVE107.1 ;ADA= '117 TOWN OFJOHNSTOAM an Dyer Tam a's gSIVII2A17AC4'.,. - ion GR Ikelol4 ' o.. Ya Galloway Ron*. Archban. Engines -4n 1160E ;541. Sl4ml, Sum 702 Lovolm0. CO 60SI4 970 8003300 0 ten -yalla.eyUS tern 3913tt1`1t41tt H TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT 11•113E I•LM9NKE AN H6lNYNENI 0+ SERVICE ANa ARE TT•E PROPERTY CF CALLOYAY. AND MAY NO16E matt ICATEO, 04604056D. Ala REPRODUCED W i1401t1 APE WRI TIEN CONSENT OF CAI IO'IAY. COIRWC iTSMO W FRINOENENT6 WILL OF. ENFORCE 0AA0 FRO9ECOIEO. d Z 0c U3 Iz}} 0z Q 1L O� JOHNSTOWN, CO a Date team / Deed Son kit r•eo:ao era 1064m1,1 Omnn Ry. PCP C docnny p Oa r- elatri WCR 5O CROSS SECTIONS OF 27 MEM )S6 49154; 4980: _ 42 A -0 5: 54+00 •-4961 4904 C�I 4%4 4966 4951 AO 4964 4950 4%6 4952 NOPS6m MOE 14%0 alomic 419I -20 0 6R 2D 40 `4954 54+50 - SI I I i I I - I 40 -20 55+00 55+50 4964' 1966 4992 { g 4966 4969 aka - 4964 2'74 Z0. 1-- " A— —I -a 4.. 56+00 :20. 4580 14956 4991 1952 4960 57+00 14' t :e5 iI_+" I N •40 ,20 57+50 2D 58+00 I 4910` c962 4960 4964 a 40 4964 4960 4960 4954 60+00 I.. 4955 4952 4952 4953 4946 _ • a tl •r• - vo It,A J 1 :artrc . a c ec 2 14950 420 •20 0 m 60+50 I 4960;-1---15 4958 4959 4%6 4964 Iq3. RIB '; 1960 utto :00 —4-- -.- —..—._ 4956 -22 N 58+50 4960 ^-0-- 4 6 4952 40. -1%2 4550 56+50 8 • 20% 70 0 59+00 4952 1952 40- JA953 j� e r a�HF-I- t I -20 59+50 20 40 I Ali t1c H w 2% aw :01, 5 an R 1960 4956 4952 4993 4956 4952 4964 62+00 65+00 4%0 4956 4952 4950 4946 40 :r. 2%, -20 61+00 64+00 I ?3 a a 6 I l I r I I � i -` i L� ! 12 1 i I .40 0 61+50 to 40 _ V �� y I 6� 1 QC _.r_-- 5 a ₹ I V I -40 -20. 0 62+50 20 40 4960 4956 4%2 4960 4995 4962 4949 4955 63+00 63+50 _ - 2 Wta �I i -40 65+50 64+50 20 SI 4960 4%6 4952 4950 1960 m Ogee 4964 4990 4969 66+00 R I{ 6! s I Otte - nt_1 _ app awx p ET :2% 2% I I - 11 }_6,l 11 I 5 J41L` I N I m i -20 D 66+50 20 40 495 '4% 49645 L269. 4960 4956 Sos 11 4956 1964 4960 4968 4972 4966 4964 4960 -20 ROC O 20 67+00 40 O 20 67+50 40 1 w 3 •20 68+00 20 40 6 i 9 g I 0 104 204 ft -- 20 CALL intrY NOTnuTON COMER Cr CotCRADO Kradd4b010w. Cal belong you de. Lode Rem NL a1YR n 30 304007 07 MOW GI 00.02dt OVk4WL 30 1134030 Yi0mab11.,0 .LLNLor W L4 flI 456 496 495 491 4% 495 492 490 496 496 491 4% 496 40 76 TOWN OF JOHNSTOWN .\TFPJEO re.- En We" la'a.O ear ��1• rn.. A\O A:..i�fR rir o.. rw.C4rs. Ors Gailowa Ron *atria Engeients Y 3160E 15.2 Siena Salo202 lovolan( CO 605% 976 666 0000 0 enrol tall ,' $JS oar lei lOgtat\69 TOWN OF JOHNSTOWN 450.S.Perish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT 'MESS f ANSARE AN IN91RONtNI OF S EJMCEANO ARE IF•L' PROPERTY CF DALtOVAV, AND NAY 1101 RE I2OI'IICATEO. 019CL09E0. OR REPROOt•CEO WIN= THE WIU5lEN CONSENT OF GALLOANY. COPYNIOI.IS AND INHIINGEP/ENT9 WILL S EE.NFCRC6OAND N1O0EQ:1ED. 0 Z LT) CO ZCZ I O D 00 t JOHNSTOWN, CO Deli lime I DascrIpeon b -t PrvIettNa. Orme, 6y. VS ClccLod DA Ore. 8 WMCR SO CROSS SECTIONS XSO4 OF 27SHEETS 2 4 I e v ii 4964 4%2 4976 4972 4366 4978 4912 4964 £972 4 68+50 C 9iNa j a9 LTD -60 -40 •20 0 69+00 40 4912 4%5 4%4 4962 I 1L Y I y� wz 1 Lip L _L -40 -20 0 69+50 20 40 4¢ o 63 ath= C, 121E r E -____..-26A -tea '-Ak 1 - V C 4Y -60 -40 -20 0 70+00 20 40 6F 0 4912' '9;4 /952 - 60 4964 71+00 70+50 a 0 z I o1z 1 k� 4962:at 3 1 an n 4972 4%5 71+50 49841 4%3 72+50 4915 496! 49/2 496$ 4964 L97$ 4972 4989 £912 £%4 4962 a C 72+00 a qz 77—P$ 4964 49601 4%4 4%0 4956 4994 4 a t:� 4412 4%3t _ 4%B 4%6 1964 2962 s 4%6 blb LW 40 -20 0 2D 73+00 40 6 I G - s--- I V Z 0 -60 40 -20 a 73+50 20 40 -e D $$. i 9 o Y 1 I xi -- --,T wY 1 i I -40 -20 0 74+00 m 40 4968 4964. 4980 £%8 4954 4963 £969 4x12 -_I 4956 -44952 O a 1wa'tr,Tb ,9R>x i I 74+50 75+00 1955. _ 49521 _ 4944H 4918 51 -40 -2D 0 .4960 4958 78+00 4918 4952 49u .. 4916 4940 75+50 4944 -20 76+50 4952; 49411 � I , 8 % 1 — J — 0 76+00 40 £946 £339 4%6 4346 4952 £944.' 494 4940 _ 77+50 S2 ..c. i1 F J 6I T0L tG'tI 1 �fi i -•.143..« ,...--_ ii � 40 a -20 0 78+50 40 i g 4944 4936' • I� s � ..L962 1944. }11— -- 4942 £%2. - 40 •70 0 4915. Lou' I. 77+00 20 4940 A%6 4%4 £914 4940 4944 4936 a4 4942 4934 a 4960 4940' Jn sti -212 n 212 40 4%2 4944 4940 • 1 i i 40 -20 0 79+00 49{8 4944 4940 4938 4918 4914 4940 4936 20 40 a I � S. ___ "5 - 2039 / • I if V se U -20 79+50 20 40 O I E ._ -,..g aI. m. nl_ W M Vet aa I: .40 .20 O 2D 4D CAB our( NO'R1CATION CENTER CF COLORADO Kapp sadall C8Uh9ivesvi lo. Gm. 24 M44 awn *.,144,0 to .c .W MO COOL Oacrnw,t roast a.aaaa 0. YY04,OU,YD Vt\ILIIV„I,Y1 94/ }0 925 914 49:4 4910 '935 4934 4EV?vE A\,ACtE+IF2 451 :a/401-ro4GFaTm. TOWN OF JONNSTOWN IYf-11"�IO�e.a.. Ian C. can eavy'r.. Ye Galloway F%rabo.kthbtn .E- lraor*lp. ]ICJ C. :ill: SSira41, Su to gy t e+vlavv. CO 60536 9/0 800 3300 0 •vwn 5tJbNu1US m,' ,f1. 1O{uisb �wt1 TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT 1htSt 11AN$ARt AN INSIHVAtNI GI' SERVICE AHD APS PIE PROPER'? OF CALLEY/dAt AM TAY NOT BE. 04PLICA1E0, DISCL09ED, OR REPROOUOED al7FOUt THE WRITTB: CONSENT OF OAILOVMY. COPYRIGMI9 ANO WFRW GFI/ENT9 WH BEEI•FORCED AND fROSEWIED. JOHNSTOWN, CO aDati lame / CactUcn INL r--.ca+m T0a 111 ❑rn+n dy s C',tc.1.; Oy EP C is WCR 50 CROSS SECTIONS XS05 OF 27 Suers 1 6 F a Y Ij 4940- 4916' 4932- 6944 4943. 4918 4912 4932 4930 1 4916.... - 81+00 4918'•--- - 4932• -- Asia — 4910 4936. 4932• 1923 4970 - 20 Elk 411 -20 82+50 4n • 80+00 13 80+50 -iq x,�FO bI3: 0 _. .. 11 - 4943 4936 ,IE ----.4940 Zip ---- t ... I _ . 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' 518 Stroll, Sale 202 revelata, CO 8008 370 8033300 0 wreev 6o6bac)US 099 IU 1111511 t1111 TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 60534 970.587.4664 COPYRIGHT Il t8t P4ANSAPE AN D'BIRUNENT OF BFRYICE ANDARE 94 PROPERTY 12F GALLOWAY, AND NAY NOT BE OWLCArED, oatt 09ED, CR REPROOLCEOY 1IDUT 1 N WRITTEN CONSENT CF GALLOWAY. COPVRGNI5ANDw2RINGENENISWe4 SE ENEOW:EDANO f'ROSECL.'IED. 0 Z ^ U) V 0 ir I O z �_ OO W JOHNSTOWN, CO Dal Ilan/ Dma¢r43n ht. P,aoc1Na TC®f41 0,4 .n av xs Cncrwn er p WCR 5O CROSS SECTIONS XSO7 Of 2'7 &MEETS ■:31 Ft d.InSICWS CRISS ■ `1-�' i i + T • 1 6 ryNpU'O g I I I I 4iy ali 6 I . d4 te ,� €_ 4J-- I t aS ::ti �" of I i I T I Y h o _�L+ `2�_ i • �e Iti L a a a@ 2 . k Galloway 3100 E. I MA Wool. Stria 202 LevetanB. CO 09:36 910 6 03300 D wwvv g.9nwayUS con <Y111Tst1.Ywn TOWN OF JOHNSTOWN 450 S Parish Avenue Johnstown, CO 80534 970.587.4664 COPYRIGHT 1YE5t vtM9AIb AN IhU1RW/ENI o. SERVICE AND ARE TFE PROPERTY OE GALL *VW ,AND NAY NOT BE O PLICAlED. DISCLOSED. OR REPROCUCED MTFaUT INE WIGTIEN CONSENT OE GALLOWAY. CO YRiCTTTS ANDAFRINGEMENT9 WILL 6E ENFORCED AND RIO9ECVT ED. In co V/ CL rZ OD Us Z O� W JOHNSTOWN, CO fl Dais band DSTatlSO Ink. Prated N. TOAIWIM Orn n ay.. v Cbwd By. S Dalt maw WCR 50 CROSS SECTIONS XS08 OFD L a i ,'C IISTOWN STREET PLATE S/CE 1 TOWN OF JOHNSTOWN STREET SIGN DETAIL FES ENS VIEW PLAN VIEW 4 nA4 r NNrs I .ozvp; „ SECTION X -X .--.r71..=tdOSt& SS: • SECTION 3 S aas-�•rt 3.:.x a -•'1 Cr e-.- 11 —_. SECTION N A • tr N'IES 1 :•70,AZ :l ti tI4et.t & !.I S 1uCzS;trl lot ••••1` en•In iv .areIcaala o,!yt. r., .pO .1'i Ct•'•<.^4 L•rua Ox'. n./ .. Yr•V n1n1-aa OiTatee 1 .1 c.•..r n Lem 'nun C :AT 4 t .CY3yd A 9?Vi3ltTYytR11 ACCESS ON RURAL ROADWAYS (W/O CURB AND GUTTER) LARS31EI COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION I DRAWINGS RCt'ISIOti NO. 2 DATE: (MAO /0? DRAottNG 901 •1 ,r.1, Y •0 •7 i-_ DETACHED WALK ATTACHED WALK TOWN OF JOHNSTOWN SIGN POST DETAIL RESIDENTIAL STREETS TST • My r'Lt L'9:.to. 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ZLt! 0 4 COW O Z O V O al JOHNSTOWN, CO h DaY Ss IOoop.n Wt. P•iedNe V cn nay a Oat STREET DETAILS DTQ1 OFn%JETS Nam WIGAN, TOM OF Contract Name "Caravan ID INTERGOVERNMENTAL AGREEMENT ENT FOR ON I RIBUTI N 2996 TO WCR 50 ROADWAY I MPR VEM NTS Contract Status ;-7-6 REVIEW Contract Lead ERE FORL Cantr Email Paren tract Requireik YES oaul Approval Contract Description* INTERGOVERNMENTAL AGREEMENT BETWEEN l HE TOWN OF F JOHN T � N COLORADO AND THE. COUNTY Y WELD. WHEREAS .OHNSTO IS SEEKi3 GA.DEPARTMENT F.LOCAL AFFAIRS AND I F ERAL -`I:MPCT .ASSISTANCE ANCE FUND 3:A SIT TO ASSIST IN THE u T• OF PAVING WCR 50 FROM WCR act Description 2 TOE I- 5 FRONTAGE ROAD (EAST LARIMER C•U ON IDITION THAT, UPON COMPLETIOPI JOH T Contract T. AGREEMENT Renewable f this is Renewal enter Departmerrt P BLIP ORKS Email PublicWo k i g _ Department Head Email CM -Pub cWorks- e Head(''w go .COM un Attorney `} Attorn Ei: ATE p lakv 14) WELD COU T~ AIL . CONTRIBUTE $360,000 TO THE PROJECT ANNEX THE ROADWAY adline Date us Contract ID . enter NSA , on ract ID t:.e: the Previous Contract Number and M - -&ase Termination Notice Per Requested Date 07724/2019 C enda Due Date 07/20/2019 Will a work . session W h CC be required? HAD Does Contact require Purchasing 55 Agreement Number ' Date 021 Committed Hate( Date. a. to be include& aid be left blank those contracts a e not in �.' Date Expiration Date 03/31/2(3.21 Conti Name Contact Type Contact Email Conta,_ Prone I Contact Phone 2 Purchasing. urcha Purchasing Approver v pro a Pvoces . Department Head JAY MCDONALD OH prod Date 07/22/2019 Final Approval BOCC Approved BOCc A Date BOCC Agenda Date 07/24/20 - originator SSWANSON Finance Approver CHRISD'ONADIO Finance prove....:. Date 07/2212019 Tyler Ref AG 0724 Approved Date Legal Counsel OB CHATE Legal Counsel Approved Date 0712 019 Hello