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HomeMy WebLinkAboutCOUNCIL - AGENDA ITEM - 10/19/2021 - SAM'S CLUB FUEL STATION APPEALItem # 17 Page 1 AGENDA ITEM SUMMARY Agenda Item 18 October 19, 2021 City Council STAFF Clark Mapes, City Planner Paul Sizemore, Director, Comm. Devt. & Neighborhood Serv. Claire Havelda, Legal SUBJECT Sam's Club Fuel Station Appeal. EXECUTIVE SUMMARY The purpose of this item is to consider an appeal of the Planning and Zoning Commission (the “Commission”) decision on May 20, 2021, denying the Addition of a Permitted Use (APU) for a Sam’s Club Fuel Station, which was proposed in conjunction with a development plan for a gasoline station within the parking lot of the existing Sam’s Club retail membership warehouse at the southeast corner of Harmony Road and Boardwalk Drive. A Notice of Appeal was filed on June 3, 2021, alleging the Commission failed to conduct a fair hearing and failed to properly interpret and apply the Land Use Code. On July 30, 2021, the Appellant and Applicant, Sam’s Club, and the known party in opposition, Harmony Market Owner’s Association, contacted the City Clerk’s Office and asked for a continuance of the August 4, 2021, hearing before Council. Council approved the motion to continue the appeal hearing until October 19, 2021. BACKGROUND / DISCUSSION Fuel Station Proposed Plan Overview The proposed development plan, #MJA200002, required an APU for the gasoline station because the use is not listed as a permitted use in the Harmony Corridor Standards and Guidelines for Regional Shopping Centers. Sam’s Club is part of a designated Regional Shopping Center per the Standards and Guidelin es. The Commission staff report explains staff’s findings regarding the APU requirement on page 2. (Attachment 3) The following comprised the proposed development plan: •A fuel canopy over six double-sided pump islands (for a total of 12 fuel pumps) and a pay kiosk. •Utilities including stormwater drainage work. •Addition of several landscape islands with trees. •Existing surrounding parking, walkway, and landscaping to remain. Agenda Item 18 Item # 17 Page 2 Planning and Zoning Commission Decision At the May 20, 2021, hearing, the Commission voted 5-1 to deny the application because the project did not meet the pertinent criteria for APUs (all of which must be met under the Land Use Code to be approved) and voted 5-1 to deny the Major Amendment on substantially the same grounds. Particularly pertinent evidence from the record includes: -Final votes of the Planning and Zoning Commission, Verbatim Transcript, page 7 starting at line 3. Planning and Zoning Commission Hearing Record The record from the Commission hearing is attached with this agenda item summary and includes a verbatim transcript, video of the hearing, the staff report prepared for the Commission hearing with the attached plans and presentation, the applicant’s presentation, and public comments. (Attachments 3-8) Notice of Appeal On June 3, 2021, the appeal was filed by an attorney on behalf of Sam’s Club. (Attachment 2) It cites allowable bases for appeal on the required form, and alleges that the Commission committed the following errors: 1.failed “to conduct a fair hearing in that the Board exceeded its authority or jurisdiction, and considered relevant evidence that was substantially false or grossly misleading”, with explanation on page 5 of the Notice of Appeal; and 2.failed “to properly interpret and apply all of the relevant provisions of the Land Use Code”, specifically regarding the Land Use Code criteria for APUs Section 1.3.4(C)(1)(a -f) and (C)(2), with explanations on pages 2-4 of the Notice of Appeal. Questions for Council These two allegations represent t he questions for Council. The question of whether the Commission failed to conduct a fair hearing comes first, because if Council finds that the appellant was denied a fair hearing, then under the Land Use Code it must remand the matter for rehearing, and the second question of failure to properly interpret and apply Code standards may not need to be considered. First Question on Appeal The Notice of Appeal, on page 5, states the following examples of ways in which the Commission failed to conduct a fair hearing by relying on relevant evidence that was substantially false or grossly misleading: •Made a determination of negative impact based on evidence/information that is not within the purview of the Commission; •Considered evidence not germane to the criteria such as macroeconomic forces and individual business owners’ decisions; •Addressed site plan and other criteria and considerations not relevant to an APU to deny the APU, and then used the denial of the APU to deny the Major Amendment. Second Question on Appeal The Notice of Appeal, on pages 1-4, asserts the Commission failed to properly interpret and apply relevant provisions in the Land Use Code, specifically the criteria for an APU in subsections 1.3.4(C)(1)(a)-(f) and 1.3.4(C)(2). Agenda Item 18 Item # 17 Page 3 Pertinent evidence from the record regarding criterion may include: -Verbatim Transcript regarding the appeal explanation of criterion (a): starting at p .6 line 13, p. 15 starting at line16; p. 16 line 27; page 16 starting at line 21. -Verbatim Transcript regarding the appeal explanation of criterion (b): page 6 starting at line 13; page 16 starting at line 27 -Verbatim Transcript regarding the appeal explanation of criterion (c): page 15 starting at line 16; page 18 starting at line 30; page 20 starting at line 8. -Verbatim Transcript regarding the appeal explanation of criterion (d): page 14 starting at 37; page 17 starting at line 9. -Verbatim Transcript regarding the appeal explanation of criterion (e): page 6 starting at line 13; page 14 starting at line 33; page 16 starting at line 27; page 17 lines 6-10. -Verbatim Transcript, starting at p.3 line 41 – p. 5 line 8, p. 5 lines 31 – 38, p. 9 line 8; Staff Presentation, Staff Report at 4; See Staff Power Point. -Verbatim Transcript, starting at p. 15 line 4. -Verbatim Transcript, starting at p. 6 line 8. ATTACHMENTS 1.Public Notices and Mailing List (PDF) 2.Notice of Appeal (PDF) 3.Staff Report to Planning and Zoning Commission (PDF) 4.Staff Presentation to Planning and Zoning Commission (PDF) 5.Applicant Presentation to Planning and Zoning Commission (PDF) 6.Correspondence (PDF) 7.Resident Testimony (PDF) 8.Verbatim Transcript (PDF) 9.Link to Video - Planning and Zoning Commission Hearing, May 20, 2021 (PDF) 10.Powerpoint Presentation (PDF) ATTACHMENT 1 City Clerk’s Public Hearing Notice Site Visit Notice Mailing List Revised 9/8/2020 City Clerk 300 LaPorte Avenue PO Box 580 Fort Collins, CO 80522 970.221.6515 970.221-6295 - fax fcgov.com/cityclerk PUBLIC HEARING NOTICE Appeal of the Planning & Zoning Commission Decision regarding the Planning and Zoning Commission Denial of APU/PDP for Fuel Station within HC located at 4700 Boardwalk Drive The Fort Collins City Council will hold a public hearing on the enclosed appeal. Appeal Hearing Date: August 4, 2021 Time: 6:00 pm (or as soon thereafter as the matter may come on for hearing) Location: Council Chambers, City Hall, 300 LaPorte Avenue, Fort Collins, CO Agenda Materials: Available after 3 pm, July 29, 2021, in the City Clerk’s office and at fcgov.com/agendas. Why am I receiving this notice? City Code requires that a Notice of Hearing be provided to Parties-in-Interest, which means you are the applicant of the project being appealed, have a possessory or proprietary interest in the property at issue, received a City mailed notice of the hearing that resulted in the decision being appealed, submitted written comments to City staff for delivery to the decision maker prior to the hearing resulting in the decision being appealed, or addressed the decision maker at the hearing that resulted in the decision being appealed. Further information is available in the Appeal guidelines online at fcgov.com/appeals. The Notice of Appeal and any attachments, any new evidence that has been submitted and presentations for the Appeal Hearing can be found at fcgov.com/appeals. If you have questions regarding the appeal process, please contact the City Clerk’s Office (970.221.6515). For questions regarding the project itself, please contact Paul Sizemore, Community Development and Neighborhood Services Interim Deputy Director (psizemore@fcgov.com 970.224.6140). The City of Fort Collins will make reasonable accommodations for access to City services, programs, and activities and will make special communication arrangements for persons with disabilities. Please call the City Clerk’s Office at 970.221.6515 (V/TDD: Dial 711 for Relay Colorado) for assistance. A petición, la Ciudad de Fort Collins proporcionará servicios de acceso a idiomas para personas que no dominan el idioma inglés, o ayudas y servicios auxiliares para personas con discapacidad, para que puedan acceder a los servicios, programas y actividades de la Ciudad. Para asistencia, llame al 2216515 (V/TDD: Marque 711 para Relay Colorado). Por favor proporcione 48 horas de aviso previo cuando sea posible. ____________________________________ Tammi Pusheck, Interim City Clerk Notice Mailed: July 14, 2021 Cc: City Attorney Community Development and Neighborhood Services Planning and Zoning Commission            City Clerk 300 LaPorte Avenue PO Box 580 Fort Collins, CO 80522 970.221.6515 970.221.6295 - fax fcgov.com/cityclerk NOTICE OF SITE INSPECTION An appeal of the Planning & Zoning Commission decision of May 20, 2021 regarding the Planning and Zoning Commission Denial of APU/PDP for a Fuel Station within HC will be heard by the Fort Collins City Council on August 4, 2021. Pursuant to Section 2-53 of the City Code, members of the City Council will be inspecting the site of the proposed project on August 2, 2021 at 4:00 p.m. Notice is hereby given that this site inspection constitutes a meeting of the City Council that is open to the public, including the appellants and all parties-in-interest. The gathering point for the site visit will be 4700 Boardwalk Drive, Fort Collins, Colorado. Attendees will gather at the northeastern outer bay of the parking lot in front of Sam’s Club. Any Councilmember who inspects the site, whether at the date and time above, or independently shall, at the hearing on the appeal, state on the record any observations they made or conversations they had at the site which they believe may be relevant to their determination of the appeal. If you have any questions or require further information, please feel free to contact the City Clerk’s Office at 970.221.6515 __________________________________ Tammi Pusheck, Interim City Clerk Notice Mailed: July 14, 2021 Cc: City Attorney Community Development and Neighborhood Services The purpose of the site inspection is for the City Council to view the site and to ask related questions of City staff to assist Council in ascertaining site conditions. There will be no opportunity during the site inspection for the applicant, appellants, or members of the public to speak, ask questions, respond to questions, or otherwise provide input or information, either orally or in writing. Other than a brief staff overview and staff responses to questions, all discussion and follow up questions or comments will be deferred to the hearing on the subject appeal to be held on August 4, 2021.            1 LUCKY CHARM LLC  969 NIGHTINGALE DR  FORT COLLINS, CO 80525      1007 WHALERS WAY LLC  8675 COUNTY ROAD 86  FORT COLLINS, CO 80524      1502 NORTH SHIELDS LLC  2836 BLUE LEAF DR  FORT COLLINS, CO 80526    4429 STOVER LLC  PO BOX 2572  LOVELAND, CO 80539      4501 BOARDWALK H LLC  8621 E 21ST ST N STE 200  WICHITA, KS 67206      4501 EAST BOARDWALK LLC  4986 N HATHAWAY LN  FORT COLLINS, CO 80528    4501 SOUTH STOVER STREET LLC  526 S COLLEGE AVE  FORT COLLINS, CO 80524      4502 BOARDWALK LLC  4745 BOARDWALK DR STE D‐102  FORT COLLINS, CO 80525      5000 BOARDWALK 16 LLC  PO BOX 271580  FORT COLLINS, CO 80527    5000 BOARDWALK LLC  5163 CKEARWATER DR  LOVELAND, CO 80538      7E CO 4543 E BOARDWALK DR  FORT COLLINS LLC  1962 BLAKE ST STE 200  DENVER, CO 80202      ABS II LLC  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FORSTER JOSH/KARI  619 MEADOW RUN DR  FORT COLLINS, CO 80525      FORT COLLINS DEVELOPMENT CO LLC  2405 BRYANT ST  DENVER, CO 80211    FORT COLLINS PIER COMPLEX  ASSOCIATION  4501 BOARDWALK DR STE M126  FORT COLLINS, CO 80525      FRANK VICTOR C/BONNIE JO  4913 BLUESTEM CT  FORT COLLINS, CO 80525      FRANKLIN OLIVIA V LIVING TRUST  8152 VILLAGGIO DR  MILLERSVILLE, MD 21108    FROELICH KEITH P/BRIDGET W  613 MEADOW RUN DR  FORT COLLINS, CO 80525      FRONT RANGE BAPTIST  CHURCH OF FORT COLLINS  625 E HARMONY RD  FORT COLLINS, CO 80525      FT COLLINS MULTIFAMILY I DST  PO BOX 3666  OAK BROOK, IL 60522    GARCIA JOHN H/DEBRA A  4508 SEAWAY CIR  FORT COLLINS, CO 80525      GARI HEDAYAT‐ALLAH NAZEAR KHAN  4500 MAXWELL DR  FORT COLLINS, CO 80525      GIGLIOTTI MARY F 2000 FAMILY  ACCUMULATION TRUST  329 MOUNTAIN RD NW  ROME, GA 30165    GILMOUR TIMOTHY L/KATHARINE A  4937 BLUESTEM CT  FORT COLLINS, CO 80525      GINSBERG ROBERT/RICKI  636 SANDREED CT  FORT COLLINS, CO 80525      GLEASON JAMES/COLLEEN  4507 SEABOARD LN  FORT COLLINS, CO 80525    GLOVER SCOTT/MONA  700 MEADOW RUN DR  FORT COLLINS, CO 80525      GOERTZEN BRADLEY J  BONNIE K  5037 BLUESTEM CT  FORT COLLINS, CO 80525      GOTTINO JANA L  701 MEADOW RUN DR  FORT COLLINS, CO 80525    GRAY JOHN  IRANI MASSOUMEH  4216 FIREROCK PL  LOVELAND, CO 80538      GUNDERSON JASON R/ROSALEE D  624 SANDREED CT  FORT COLLINS, CO 80525      HANLON TERRANCE M/BARBARA J  2005 PEBBLE BEACH CT  RICHARDSON, TX 75082    HARE TANIA E  4504 SEAWAY CIR  FORT COLLINS, CO 80525      HARMONY 608 LLC  PO BOX 4655  BOULDER, CO 80306      HARMONY MARKET LLC  1312 S COLLEGE AVE  FORT COLLINS, CO 80524    HARMONY MARKET OWNERS ASSN  375 E HORSETOOTH RD STE 3‐100  FORT COLLINS, CO 80525      HARMONY UNIT LLC  813 COMMODORE PL  FORT COLLINS, CO 80525      HARPER JON W  5000 BOARDWALK DR 31  FORT COLLINS, CO 80525    HARTMAN CHARLES A/AMY  4925 SWITCHGRASS CT  FORT COLLINS, CO 80525      HARTMAN CYNTHIA M  5000 BOARDWALK DR 37  FORT COLLINS, CO 80525      HARVEY ROGER A/KAREN K  5001 BLUESTEM CT  FORT COLLINS, CO 80525    HAWE LARRY E/PAULA M  5000 BOARDWALK DR UNIT 32  FORT COLLINS, CO 80525      HAYES BRIAN J/TERI L  345 NICKLAUS CT  FORT COLLINS, CO 80525      HAZEL RYAN SCOTT  4961 BLUESTEM CT  FORT COLLINS, CO 80525    HEAVEY BERNARD J  4900 HOGAN DR  FORT COLLINS, CO 80525      HEERMANN BETTY M  4780 HOGAN DR  FORT COLLINS, CO 80525      HEFT JAYLEEN R  5000 BOARDWALK DR UNIT 46  FORT COLLINS, CO 80525    HELMERICKS KATHIE J  4512 SEABOARD LN  FORT COLLINS, CO 80525      HENKE GARRETT RAY  KLINGENSMITH ERIN  5006 BLUESTEM CT  FORT COLLINS, CO 80525      HENNEN FAMILY TRUST/THE  500 PALMER DR  FORT COLLINS, CO 80525    HERRE ELIZABETH EMILY/ANDREW  HOUSTON  4524 SEABOARD LN  FORT COLLINS, CO 80525      HERRMAN LAND AND HOLDINGS LLC  171 MERION RD  MESA, WA 99343      HIND COLORADO LLC  PO BOX 270254  FORT COLLINS, CO 80527    HOCKMAN DAVID LAWRENC/DELIGHT  ELIZABETH  1013 WHALERS WAY  FORT COLLINS, CO 80525      HOFFMAN ZANA LEE  1019 WHALERS WAY  FORT COLLINS, CO 80525      HOPKINS LINDA M/DONN F  1809 RANGEVIEW DR  FORT COLLINS, CO 80524    HOPPAL MATTHEW J/KARLA S  4925 HOGAN DR  FORT COLLINS, CO 80525      HORNE KENNETH L/ELAINE M  5000 BOARDWALK DR UNIT 17  FORT COLLINS, CO 80525      HOWERTER NANCY E  4655 PLAYER DR  FORT COLLINS, CO 80525    HUPPERT TRAVIS L/PAULA J  4531 BLUEFIN CT  FORT COLLINS, CO 80525      HURTUBIS EDWARD M  4525 SEAWAY CIR  FORT COLLINS, CO 80525      HUSSAIN MUMTAZ/TALAT  4561 SEABOARD LN  FORT COLLINS, CO 80525    HUSTON PRISCILLA A  903 RULE DR 12  FORT COLLINS, CO 80525      IA FORT COLLINS LLC  810 CARDINAL LN STE 100  HARTLAND, WI 53029      JAQUES HEATHER S/MICHAL J  4907 BLUESTEM CT  FORT COLLINS, CO 80525    JEHU BARBARA  2609 W MULBERRY ST  FORT COLLINS, CO 80521      JOHNSON DIANE  903 RULE DR UNIT 5  FORT COLLINS, CO 80525      JOHNSON KYLE D/SARAH E  819 MAXWELL CT  FORT COLLINS, CO 80525    JOHNSON MARK A/NANCY R  5019 SWITCHGRASS CT  FORT COLLINS, CO 80525      JOHNSON TALLIE S/CHRISTOPHER C  4519 SEABOARD LN  FORT COLLINS, CO 80525      JONES CHARLES M  4538 SEAWAY CIR  FORT COLLINS, CO 80525    JONES GARY A/DEBRA K  6300 COPPER CT  BELLVUE, CO 80512      JORDAN GREGORY D/ANNE C  903 RULE DR 16  FORT COLLINS, CO 80525      JORGENSEN CHARLOTTE E  TRUSTEE  4062 NEWBURY CT  FORT COLLINS, CO 80525    KALANI AMIR M/ALISON L  3263 PURDUE AVE  LOS ANGELES, CA 90066      KAPLAN MARGARET JEAN  REVOCABLE LIVING TRUST  4785 HOGAN DR  FORT COLLINS, CO 80525      KASOW CLAY  SAVAN CHERYL  4725 PLAYER DR  FORT COLLINS, CO 80525    KEARL DEBBIE K  4131 SUNSTONE DR   FORT COLLINS, CO 80525      KEARNS ROBERT/LAUREN  4511 SEAWAY CIR  FORT COLLINS, CO 80525      KELLY ANITA/MICHAEL L  5127 HIDDEN SPRINGS RD  FORT COLLINS, CO 80526    KENT BRIAN M/THERESA C  4920 HOGAN DR  FORT COLLINS, CO 80525      KOEPKE MARK D/ELIZABETH DUNCKEL  4549 SEAWAY CIR  FORT COLLINS, CO 80525      KOONCE JOSEPH A/BRITTANY N  4980 HOGAN DR  FORT COLLINS, CO 80525    KRUSE E GORDON/EDITH L  TRUSTEES  4740 PLAYER DR  FORT COLLINS, CO 80525      KUK KENNETH JOHN  4547 SEAWAY CIR  FORT COLLINS, CO 80525      LACHANCE CHAD E  4509 INLET CT  FORT COLLINS, CO 80526    LAMPERES CHERI A  4548 SEABOARD LN  FORT COLLINS, CO 80525      LAND RYAN C/EMILY L  637 SANDREED CT  FORT COLLINS, CO 80525      LANDINGS COMMUNITY ASSN INC/THE  2850 MCCLELLAND DR STE 1000  FORT COLLINS, CO 80525    LANGFORD PATRICK E/LAURA KH  335 NICKLAUS CT  FORT COLLINS, CO 80525      LANNING KATHLEEN ANN  903 RULE DR 6  FORT COLLINS, CO 80525      LARIMER HOLDINGS LLC  9152 HOPEWELL RD  CINCINNATI, OH 45242    LASSITER BRYSON  4501 BOARDWALK DR UNIT A10  FORT COLLINS, CO 80525      LEE CATHERINE G/JEFFREY P  618 MEADOW RUN DR  FORT COLLINS, CO 80525      LEFFLER JUDITH J  4680 PLAYER DR  FORT COLLINS, CO 80525    LENORT DAVID D/JODY L  4509 SEAWAY CIR  FORT COLLINS, CO 80525      LLOYD HEATHER C  1214 WOODS LANDING DR  FORT COLLINS, CO 80525      LOMAX DOUGLAS W/ANN C  4524 MAXWELL DR  FORT COLLINS, CO 80525    LONG SCOTT L/SANDRA L  807 WHALERS WAY  FORT COLLINS, CO 80525      LTC PROPERTIES INC  1002 RULE DR  FORT COLLINS, CO 80525      LUDWIG JON K/SUAREZ‐LUDWIG  SANDRA R  4506 MAXWELL DR  FORT COLLINS, CO 80525    LYON ANDREW E/KELSEY T  4567 SEABOARD LN  FORT COLLINS, CO 80525      M AND M PARTNERSHIP  21 FALCON HILLS DR  HIGHLANDS RANCH, CO 80126      MABRY PAUL R/JANET E  624 MEADOW RUN DR  FORT COLLINS, CO 80525    MACRUNNEL DAVID AREND  BRADFIELD BRIANNE JANAE  4554 SEAWAY CIR  FORT COLLINS, CO 80525      MADDEN ROBB KELLAN/AMY NOEL  4720 PLAYER DR  FORT COLLINS, CO 80525      MAGA ANDREA H  4800 HOGAN DR  FORT COLLINS, CO 80525    MAGDA WOJCIECH  4549 SEABOARD LN  FORT COLLINS, CO 80525      MANRAO NEERAJ  945 ROSEWOOD AVE  SAN CARLOS, CA 94070      MARIA LUISA LLC  901 E HARMONY RD STE 140  FORT COLLINS, CO 80525    MARKMAN JOHN D/ELIZABETH A  4525 BLUEFIN CT  FORT COLLINS, CO 80525      MARTIN KATHERINE E  919 WHALERS WAY  FORT COLLINS, CO 80525      MASTERS ANDREW  4545 SEAWAY CIR  FORT COLLINS, CO 80525    MCCARTHY DOUGLAS R  4531 SEAWAY CIR  FORT COLLINS, CO 80525      MCCLANAHAN FRED R JR (2/3)  KNIEVEL KAREN M (1/3)  618 SANDREED CT  FORT COLLINS, CO 80525    MCCLURE DANIEL C  4521 SEAWAY CIR  FORT COLLINS, CO 80525    MCCURDY MICHAEL A/KELLIE E  4919 BLUESTEM CT  FORT COLLINS, CO 80525      MCKINNEY JOHN PAUL/KATHLEEN G  5000 BOARDWALK DR UNIT 25  FORT COLLINS, CO 80525      MCNEAL CHARLES B/THERESA L  4815 HOGAN DR  FORT COLLINS, CO 80525    MCQUEEN DAVID/AVRIL M  706 MEADOW RUN DR  FORT COLLINS, CO 80525      MDC COAST 4 LLC  2202 N WEST SHORE BLVD 5TH FLOOR  TAMPA, FL 33607      MEMOLI AMANDA G  MYCEK ANNE  4529 SEAWAY CIR  FORT COLLINS, CO 80525    MIHELICH WILLIAM  MATTHEW/KIMBERLY ANN  380 NICKLAUS CT  FORT COLLINS, CO 80525      MIKSCH JONATHAN BURNHAM  HOWELL KATHARINE  4578 SEABOARD LN  FORT COLLINS, CO 80525      MILLER JAMES H  4531 SEABOARD LN  FORT COLLINS, CO 80525    MILLER WILETTA J  818 MAXWELL CT  FORT COLLINS, CO 80525      MIRAMONT OFFICE PARK OWNERS  ASSN  2821 REMINGTON ST STE 100  FORT COLLINS, CO 80525    MIRAMONT PLANNED  COMMUNITY ASSN  2902 RIGDEN PKWY  FORT COLLINS, CO 80525  MIRAMONT PLANNED COMMUNITY  ASSN  300 BOARDWALK DR UNIT 6B  FORT COLLINS, CO 80525    MITCHELL JAMES W/ANGELA M  4437 STOVER ST  FORT COLLINS, CO 80525    MOORE SEAN/ROSEMARY  249 S FRANKLIN ST  DENVER, CO 80209  MOORE THOMAS H/ESTHER D  5000 BOARDWALK DR UNIT 24  FORT COLLINS, CO 80525      MORRIS SEAN D/LAURIE R  4965 HOGAN DR  FORT COLLINS, CO 80525      MUELLER HANS H/DORTE F  4585 SEABOARD LN  FORT COLLINS, CO 80525    MULLER JENNIFER/KURT  4555 SEAWAY CIR  FORT COLLINS, CO 80525      NEUWALD HEATHER  SCOTT NATHAN  4514 SEAWAY CIR  FORT COLLINS, CO 80525      NEWMARK RICHARD IRA/DENISE LYNN  5000 BOARDWALK DR UNIT 12  FORT COLLINS, CO 80525    NIEHUES DAVID E/ANITA N  4506 SEABOARD LN  FORT COLLINS, CO 80525      NIELSON AMY L  4501 SEAWAY CIR  FORT COLLINS, CO 80525      NORDIC SHARON K TRUSTEE  NORDIC SHARON K REVOCABLE TRUST  4901 HOGAN DR  FORT COLLINS, CO 80525  NORRIS BARBARA LYNN WEST  4820 HOGAN DR  FORT COLLINS, CO 80525      NOTZ PHILLIP K/CHERYL A  1303 VINSON ST  FORT COLLINS, CO 80526      OWNER  5007 SWITCHGRASS CT  FORT COLLINS, CO 80525    OWNER  812 MAXWELL CT  FORT COLLINS, CO 80525      OWNER  360 NICKLAUS CT  FORT COLLINS, CO 80525      OGDEN DEBORAH J  5000 BOARDWALK DR UNIT 13  FORT COLLINS, CO 80525    OKLAND SEAN M  4573 SEABOARD LN  FORT COLLINS, CO 80525      PAPPAS LORRAINE K  1915 MESAVIEW LN  FORT COLLINS, CO 80526      PAREJA EDUARDO JAVIER CRUZ  MANCERO MASUML ARAKANE  800 MAXWELL CT  FORT COLLINS, CO 80525  PAVEL BRETT/ROBIN  5000 BOARDWALK DR UNIT 20  FORT COLLINS, CO 80525      PEAK GARY P  PEAK CYNTHIA E  801 WHALERS WAY  FORT COLLINS, CO 80525    PEATROWSKY FAMILY LIMITED  PARTNERSHIP ASSOCIATION  2831 SECCOMB ST  FORT COLLINS, CO 80526  PILLING‐WILSON JEANNE  PO BOX 272428  FORT COLLINS, CO 80527      PITTOCK CHARLES M/ESTHER L  REVOCABLE TRUST  7750 PRAIRIE LAKE TRL  PARKER, CO 80134      PRUTSMAN HOLDINGS LLC  PO BOX 67  WATERLOO, IL 62298    R AND M PROPERTIES LLC  4745 BOARDWALK DR UNIT C1  FORT COLLINS, CO 80525      R I C PROPERTIES LTD  8355 S WADSWORTH BLVD  LITTLETON, CO 80128      RAKEL TED S/MAUREEN A  4924 SWITCHGRASS CT  FORT COLLINS, CO 80525    RAKNESS CHERYL A  5000 BOARDWALK DR 27  FORT COLLINS, CO 80525      RAMOS GEORGE U/  EILEEN M TRUST UTA 6/23/82  2821 REMINGTON ST  FORT COLLINS, CO 80525    RAMSEY ROBIN D  5000 BOARDWALK DR UNIT 28  FORT COLLINS, CO 80525    RAY HOLDING LLC  901 E HARMONY RD STE 110  FORT COLLINS, CO 80525      RAYMOND KAREN Y TRUST  5000 BOARDWALK DR UNIT 45  FORT COLLINS, CO 80525      REINS LIVING TRUST  5000 BOARDWALK DR UNIT 9  FORT COLLINS, CO 80525    ROBERTSON ODES B  625 SANDREED CT  FORT COLLINS, CO 80525      ROCHE JAMES S  ROWE KATHRYN R  5000 BOARDWALK DR UNIT 34  FORT COLLINS, CO 80525      ROTHS BARBARA/STEPHAN  5000 BOARDWALK DR 7  FORT COLLINS, CO 80525    S AND H HOMES 3 LLC  PO BOX 273304  FORT COLLINS, CO 80527      SARGENT KEITH H  SHERWIN MARILYN E  13587 STAIMFORD DR  WELLINGTON, FL 33414      SCHACHTERLE DEAN R  4553 SEAWAY CIR  FORT COLLINS, CO 80525    SCHINKEL HEATHER/CORY  5030 BLUESTEM CT  FORT COLLINS, CO 80525      SCHNEIDER MARILYN S  903 RULE DR APT 3  FORT COLLINS, CO 80525      SCORGIE JEAN M  4945 HOGAN DR  FORT COLLINS, CO 80525    SCOTT STANLEY R/MIHO TOI  5013 BLUESTEM CT  FORT COLLINS, CO 80525      SECURCARE PROPERTIES I LLC  9226 TEDDY LN STE 100  LONE TREE, CO 80124      SHABALIN ANDREW/OLGA  4536 MAXWELL DR  FORT COLLINS, CO 80525    SHAFFER KENNETH E/LINDA D  4901 BLUESTEM CT  FORT COLLINS, CO 80525      SHELTREN JOHN STEVENS/CONSTANCE  JEAN  718 MEADOW RUN DR  FORT COLLINS, CO 80525    SHEPARD FAMILY TRUST  229 N LOOMIS AVE  FORT COLLINS, CO 80521    SIMON ELISE R  BLUME R J  4985 HOGAN DR  FORT COLLINS, CO 80525      SKEEN RONALD L/LAURA J  29762 E 163RD PL  BRIGHTON, CO 80603      SLOCUM LAWRENCE D  THELMA M  5025 BLUESTEM CT  FORT COLLINS, CO 80525    SMAC LLC  215 S COLLEGE AVE  FORT COLLINS, CO 80524      SMILE HIGH TRUST  4745 BOARDWALK DR UNIT C2  FORT COLLINS, CO 80525      SMITH A NIGEL  UHLAND HEATHER DEANNE  19707 SE 8TH CIR  CAMAS, WA 98607    SMITH JARED TYLER  MAJERUS LAINE  4579 SEABOARD LN  FORT COLLINS, CO 80525      SMITH LIVING TRUST  5000 BOARDWALK DR 26  FORT COLLINS, CO 80525      SMITH RICHARD D/CAROLYN M  5000 BOARDWALK DR UNIT 30  FORT COLLINS, CO 80525    SMITH STEVEN T  4518 BLUEFIN CT  FORT COLLINS, CO 80525      SODERBERG RICHARD J  VEL D  4591 SEABOARD LN  FORT COLLINS, CO 80525      SOLER LINNEA  GORANSON‐GALLOP KRIS  5000 BOARDWALK DR UNIT 2  FORT COLLINS, CO 80525    SONNENFELD PHILIP/KELLY TAYLOR  4566 SEABOARD LN  FORT COLLINS, CO 80525      SORENSEN LUCY  4645 PLAYER DR  FORT COLLINS, CO 80525      SOSA MARIO A/VIDA B  719 MEADOW RUN DR  FORT COLLINS, CO 80525    SPENCER SHANNON/KIM  4620 PLAYER DR  FORT COLLINS, CO 80525      SPILLMAN RICHARD F  3721 GOODELL LN  FORT COLLINS, CO 80526      SPIRIT OF JOY LUTHERAN CHURCH  4501 S LEMAY AVE  FORT COLLINS, CO 80525    SPRAGUE PATRICIA J  4955 BLUESTEM CT  FORT COLLINS, CO 80525      SPRINCZ CAMERON MICHAEL  SPRINCZ JACINDA MARIE  4506 BLUEFIN CT  FORT COLLINS, CO 80525    ST PETERS EVANGELICAL  LUTHERAN CHURCH  4600 HOGAN DR  FORT COLLINS, CO 80525  STACEY KENNETH/HILARY  4700 PLAYER DR  FORT COLLINS, CO 80525      STEWARD KENNETH M/MEGAN  4500 BLUEFIN CT  FORT COLLINS, CO 80525      STEWART MELISSA N/JAMES P  825 WHALERS WAY  FORT COLLINS, CO 80525    STOCKBRIDGE KEVIN JOHN  STOCKBRIDGE DAWN AMIE  4805 HOGAN DR  FORT COLLINS, CO 80525    STOVER AND HIGHLAND LLC  904 W MOUNTAIN AVE  FORT COLLINS, CO 80521    STRUEMPLER JOSEPHINE L  813 MAXWELL CT  FORT COLLINS, CO 80525  SUHRSTEDT BARBARA LYNN  5000 BOARDWALK DR 36  FORT COLLINS, CO 80525      SYLVAIN DENNIS M/LINDA L  4530 SEAWAY CIR  FORT COLLINS, CO 80525      TARAVELLA CRAIG/KRISTIN  4931 BLUESTEM CT  FORT COLLINS, CO 80525    TAYLOR SANDRA J  5000 BOARDWALK DR 33  FORT COLLINS, CO 80525      TERRY RIDGE CORPORATION  825 COUNTRY CLUB RD  FORT COLLINS, CO 80524      THOMPSON ELLEN P  4539 SEAWAY CIR  FORT COLLINS, CO 80525    TILLMAN BRYAN LOUIS/DIANA JEANNE  4542 SEAWAY CIR  FORT COLLINS, CO 80525      TINNERMEIER JEAN ELEANOR  4940 HOGAN DR  FORT COLLINS, CO 80525      TOBIN GRETCHEN  4548 SEAWAY CIR  FORT COLLINS, CO 80525    TOMAS MARK A  CAIN ANETRIA D  4518 SEABOARD LN  FORT COLLINS, CO 80525    TOVAR ANTONIO/JAMIE LYNN  3409 COPPER SPRING DR  FORT COLLINS, CO 80528      TRCO PROPERTIES LLC  5733 FALLING WATER DR  FORT COLLINS, CO 80528    TRIMBUR JUDY MARIE  4507 SEAWAY CIR  FORT COLLINS, CO 80525      TURNER DANA  4530 BLUEFIN CT  FORT COLLINS, CO 80525      TYCHSEN WILLIAM A II  KATHRYN M  5007 BLUESTEM CT  FORT COLLINS, CO 80525    TYRRELL DAVID A  PATRICIA E  4936 SWITCHGRASS CT  FORT COLLINS, CO 80525      UNGER‐RULE LLC  1200 WOODED CREEK CT  FORT COLLINS, CO 80526      UNRAU MARY ANNE  5000 BOARDWALK DR 4  FORT COLLINS, CO 80525    VAUGHAN ALLAN E TRUST (.50)  VAUGHAN CAROL L TRUST (.50)  1404 RICHARDS LAKE RD  FORT COLLINS, CO 80524    VENEKAMP TERESA SUE/KURT L  619 SANDREED CT  FORT COLLINS, CO 80525      VENIER FEDERICO  CEPURNOVA TATJANA  4925 BLUESTEM CT  FORT COLLINS, CO 80525  VERHEY SHON L  4906 BLUESTEM CT  FORT COLLINS, CO 80525      VERNELSON BENJAMIN SAMUEL  III/DANIELLE NICOLE  5018 SWITCHGRASS CT  FORT COLLINS, CO 80525    VINTON ERIC DOUGLAS/STEPHANIE  DAWN  903 RULE DR APT 4  FORT COLLINS, CO 80525  VM INVESTMENTS 5000 LLC  36746 BRIAN AVE  WINDSOR, CO 80550      VO‐BA NANCY OLSON  4513 SEAWAY CIR  FORT COLLINS, CO 80525      VOGT JOHN P/DONNA H  4615 PLAYER DR  FORT COLLINS, CO 80525    VOJDANI ROBIN L  4544 SEAWAY CIR  FORT COLLINS, CO 80525      WAGNER ELIZABETH F TRUST THE  4550 SEAWAY CIR  FORT COLLINS, CO 80525      WAGNER LORRAINE L  5000 BOARDWALK DR UNIT 42  FORT COLLINS, CO 80525    WALDO JOANNE L  5000 BOARDWALK DR UNIT 29  FORT COLLINS, CO 80525      WALLACE HUGH S C/JACQUELINE A  813 WHALERS WAY  FORT COLLINS, CO 80525      WALLEN FRED L/MARILYN L  5000 BOARDWALK DR 5  FORT COLLINS, CO 80525    WALTZ JOANNE S  4900 BLUESTEM CT  FORT COLLINS, CO 80525      WATERBURY SUSAN A  4572 SEABOARD LN  FORT COLLINS, CO 80525      WAY PETER/FRANCES LEE  4930 SWITCHGRASS CT  FORT COLLINS, CO 80525    WEDGE KAREN J  5000 BOARDWALK DR UNIT 21  FORT COLLINS, CO 80525      WEEKS DAVID J  GENTRY‐WEEKS CLAUDIA R  4949 BLUESTEM CT  FORT COLLINS, CO 80525      WERTZ JULIE B  BILSING LARRY MICHAEL  5000 BOARDWALK DR UNIT 14  FORT COLLINS, CO 80525    WEST ADA VIOLA  5000 BOARDWALK DR UNIT 44  FORT COLLINS, CO 80525      WHALERS COVE HOMEOWNERS  ASSOCIATION  155 N COLLEGE AVE STE 200  FORT COLLINS, CO 80524    WILBO INVESTMENTS LLC  7720 S HIGHWAY 287  FORT COLLINS, CO 80525    WILSON LINDA E TRUST  5000 BOARDWALK DR UNIT 1  FORT COLLINS, CO 80525      WINTERSGILL JEFFREY M TRUST/THE  5102 SOUTHERN CROSS LN APT A  FORT COLLINS, CO 80528      WOLFE GEORGE A/NANCY S  4912 BLUESTEM CT  FORT COLLINS, CO 80525    WOLL CAROLINE H  5000 BOARDWALK DR 15  FORT COLLINS, CO 80525      WOOD RICHARD H/SUSAN K  1966 SHADOW LAKE DR  WINDSOR, CO 80550      WOODARD MICHAEL THOMAS  WOODARD SASHA GILLIAN  631 MEADOW RUN DR  FORT COLLINS, CO 80525    WULFF RYAN S/SONJA B  631 SANDREED CT  FORT COLLINS, CO 80525      WYNE NATALIA G  4501 BOARDWALK DR UNIT A5  FORT COLLINS, CO 80525      YANG SHA  ZHANG LIN  2900 ROSS DR APT K31  FORT COLLINS, CO 80526    ZOLLNER JOSEPH CRAIG  OESTERLE‐ZOLLNER LYNN  4518 MAXWELL DR  FORT COLLINS, CO 80525      Justin Morrison  Mountain‐n‐Plains Inc.  375 E Horsetooth Road, Building 3,  Suite 100  Fort Collins, CO 80525    Jodi Morse  March & Olive LLC  1312 S College Avenue  Fort Collins, CO 80524                ATTACHMENT 2 Notice of Appeal Filed by Carolynne White, Esq. June 3, 2021 ATTACHMENT 3 Staff Report (with attachments) Presented to the Planning and Zoning Commission May 20, 2021 Development Review Staff Report Agenda Item 4 Planning Services Fort Collins, Colorado 80521 p. 970-416-4311 f. 970.224.6134 www.fcgov.com Planning and Zoning Commission Hearing May 20, 2021 Sam’s Club Fuel Station, MJA#200002 Summary of Request This is a proposed Major Amendment, MJA#200002, of the Harmony Market 1st Filing PUD. The proposed development would add a Sam’s Club fuel station in a bay of the existing Sam’s Club parking lot. This request requires an Addition of a Permitted Use (APU) for the gasoline station because that use is not listed as a permitted use in the Harmony Corridor Standards and Guidelines for Regional Shopping Centers. Sam’s Club is part of a designated Regional Shopping Center per the Standards and Guidelines. Zoning Map Next Steps If the Major Amendment is approved, the applicant can then submit a Final Development Plan to finalize engineering and other details and record all plan documents; the applicant could then apply for construction and building permits. Site Location The project is in the existing Sam’s Club parking lot in the Harmony Market shopping center. The shopping center is bordered by South Lemay Avenue on the east, East Boardwalk Drive on the west, East Harmony Road on the north, and Oakridge Drive on the south. Zoning Harmony Corridor (HC). Property Owner Benenson Boardwalk Ft. Collins Co., LLC c/0 Benenson Capital Partners, LLC 708 Third Avenue, 28th Floor New York, NY 10017 Applicant/Representative Sam’s Real Estate / Sam’s East, Inc. Chelsea Penn 2101 SE Simple Savings Drive Bentonville, AR 72716-0745 Staff Clark Mapes, City Planner Contents 1.Project Introduction .................................... 2 2.Public Outreach ......................................... 4 3.Land Use Code Article 1 ............................ 4 4.Land Use Code Article 2 ............................ 5 5.Land Use Code Article 3 ............................ 6 6.Land Use Code Article 4 ............................ 8 7.Findings of Fact/Conclusion ...................... 9 8. Recommendation ....................................... 9 9. Attachments ............................................... 9 Staff Recommendation Staff recommends that the Commission approve the Major Amendment and approve the Addition of Permitted Uses for the gasoline station. COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 2 of 9 Back to Top 1. Project Introduction A. PROJECT DESCRIPTION The plan comprises: • A fuel canopy over six double-sided pump islands (for a total of 12 fuel pumps) and a pay kiosk. • Associated utilities and site work. • The proposed location is within the internal portion of the Harmony Market shopping center surrounded by access drives, pad sites, and anchor buildings in the center. The parking bay proposed for conversion to the fueling facility is an outer bay of Sam’s Club parking that receives little use. • The location is an outer bay of parking spaces in the existing Sam’s Club parking lot. The loss of parking spaces does not affect compliance with parking requirements. B. DEVELOPMENT STATUS/BACKGROUND Harmony Corridor Planning. The project is located in the Harmony Corridor (HC) zone district, and this location is part of a designated ‘Regional Shopping Center’, which then has its own definition and list of permitted uses within a center. Gasoline stations are not included as a permitted use. This way that retail commercial uses are permitted in the HC zone is unique in the City. The HC zone district lists different types of shopping centers, but permitted uses within the centers are governed by standards in a separate Harmony Corridor Standards and Guidelines document, rather than the Land Use Code. That document predates the Land Use Code and is incorporated by reference. 1994 Harmony Corridor Plan Update. A major 1994 update to the original 1991 Harmony Corridor Plan created the different types of shopping center definitions and designated specific locations where they could occur. Sam’s Club is located in the Harmony Market shopping center, which was already approved and partly built out as the Harmony Market PUD (Planned Unit Development) when the 1994 update was done. The new ‘Regional Shopping Center’ designation was retroactively applied to Harmony Market. The non-inclusion of gas stations in this designation reflects a conscious approach in the Harmony Corridor Plan of steering minor vehicle servicing and repair uses toward more neighborhood-scale convenience center-type locations. (Also, they have always been permitted along the College Avenue commercial corridor). Staff believes that the non-inclusion of vehicle-oriented uses such as gas stations and repair shops was partly to support locations for other types of retail, entertainment, and recreational uses, and to avoid diluting or detracting from such places. It should be noted that there is already a gas station and a lube shop in this shopping center, at the eastern edge along Lemay Avenue. That is because this shopping center was built as a series of PUD filings before the Harmony Corridor Plan shopping center designations were established. C. OVERVIEW OF MAIN CONSIDERATIONS Appropriate Process. The proposal initially posed a fundamental question of whether it could be processed as an Accessory Use to the Sam’s Club store because it is a membership-based function commonly associated with retail membership clubs. After initial discussion, staff determined that the facility should be treated as gasoline station. After careful reading of the Harmony Corridor Standards and Guidelines for shopping centers, staff determined that an APU is the correct approach to processing the proposal. COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 3 of 9 Back to Top Aesthetics. The main consideration in staff’s review was the effect on the look and feel of the shopping center. The architecture and site design of the center has been carefully stewarded over the years to mitigate corporate prototype design and lend pedestrian scale and visual interest. In the Sam’s Club parking lot, walkways, landscaping, and shopping cart shelters with standing seam roofs contribute to the scale and image. The Google Earth image below shows the existing design character. The design of the proposed facility was revised in the review process for compatibility with the immediate context in terms of roof design, materials and colors. The proposed structures are shown below. Vehicular Impacts. Because the location is already established as a vehicular use area, staff did not see any new effects created with the vehicular use. Concerns about queuing were addressed in the Traffic Impact Assessment, attached. Drainage and Utilities. Alterations to the stormwater system have been needed because this portion of the parking lot currently serves as stormwater detention Revising the approach to stormwater management involved exploration of various possible solutions in several iterations. Retrofitting utilities through the existing development to the facility also presented challenges that required several iterations in reaching satisfactory solutions to enable the project to proceed to the hearing. COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 4 of 9 Back to Top 2. Public Outreach A. NEIGHBORHOOD MEETING A neighborhood meeting was held on December 16, 2019. Notes from the meeting are attached. Four community members attended, and the meeting was brief. The one topic of concern expressed was traffic-- existing traffic at the Boardwalk/Harmony intersection; and concerns about whether potential queuing could affect the loop drive in the shopping center. 3. Land Use Code Article 1 A. DIVISION 1.3 – ZONING MAP AND ZONE DISTRICTS Applicable Code Standard Summary of Code Requirement and Analysis Staff Findings 1.3.4 – Addition of Permitted Uses The purpose of the Addition of Permitted Uses (APU) process is to allow for approval of a particular land use to be located on a specific parcel within a zone district that otherwise would not permit such a use. The proposed gasoline station is not listed as a permitted use under the definition of Regional Shopping Center in the applicable Harmony Corridor Standards and Guidelines, and thus requires findings under this Section. An applicant may submit a plan that does not conform to the zoning, with the understanding that such plan will be subject to a heightened level of review, with close attention being paid to compatibility and impact mitigation. This process is intended to allow for consideration of emerging issues, site attributes or changed conditions within the neighborhood surrounding and including the subject property. The process encourages dialogue and collaboration among applicants, affected property owners, neighbors and City Staff. The Planning and Zoning Commission may add the proposed use to the site if the Commission specifically finds that such use: (1) conforms to all of the eight criteria listed below; (2) would not be detrimental to the public good; (3) would be in compliance with the requirements and criteria contained in Section 3.5.1; and (4) is not specifically listed as a "prohibited use" in the zone district in which the proposed site is located. The eight criteria are: (a) Such use is appropriate in the zone district to which it is added. (b) Such use conforms to the basic characteristics of the zone district and the other permitted uses in the zone district to which it is added. (c) The location, size and design of such use is compatible with and has minimal negative impact on the use of nearby properties. (d) Such use does not create any more offensive noise, vibration, dust, heat, smoke, odor, glare or other objectionable influences or any more traffic hazards, traffic generation or attraction, adverse environmental impacts, adverse impacts on public or quasi-public facilities, utilities or services, adverse effect on public health, safety, morals or aesthetics, or other adverse impacts of development, than the amount normally resulting from the other permitted uses listed in the zone district to which it is added. (e) Such use will not change the predominant character of the surrounding area. (f) Such use is compatible with the other listed permitted uses in the zone district to which it is added. (g) Such use, if located within or adjacent to an existing residential neighborhood, shall be subject to two (2) neighborhood meetings, unless the Director determines, from information derived from the conceptual review process, that the development proposal would not have Complies COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 5 of 9 Back to Top any significant neighborhood impacts. The first neighborhood meeting must take place prior to the submittal of an application. The second neighborhood meeting must take place after the submittal of an application and after the application has completed the first round of staff review. Staff Findings. Staff finds that the plan meets all of these criteria because: • The proposed facility for this vehicular use occupies an existing underused parking lot area. Because of this, it conforms to the basic characteristics of the zone district in this area by fitting within the framework of the shopping center and adding structures that complement the existing Sam’s Club building and cart shelters. • The use creates no offensive impacts because an existing vehicular use area is being retained as such. The impacts of vehicles moving through the facility for the proposed use are similar to the impacts of vehicles moving through or parking in the existing parking lot. • The use will not change the predominant character of the surrounding area for the reasons noted above. • The use is compatible with the other listed permitted uses, in this particular case, for the reasons noted above. • The eighth criterion regarding City Council approval is not applicable to the HC zone. For context of the APU request, the Google Earth image below shows the location as seen from the main access drive that runs through the entire shopping center. The facility would be left of center in the image, set back from the access drive.) 4. Land Use Code Article 2 A. PROJECT DEVELOPMENT PLAN PROCEDURAL OVERVIEW 1. Conceptual Review – CDR190060 A conceptual review meeting was held on July 25, 2019. 2. First Submittal –MJA 200002 The application was submitted on August 28, 2020. 3. Neighborhood Meeting A neighborhood meeting was held December 16, 2019. Notes are attached. 4. Notice (Posted, Written and Published) Posted Notice: Sign #526, posted 12/9/2019. Written Hearing Notice: May 6, 2021, 356 addresses mailed. Published Notice: May 9, 2021, Confirmation #0004725937. COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 6 of 9 Back to Top 5. Land Use Code Article 3 A. DIVISION 3.2 - SITE PLANNING AND DESIGN STANDARDS Applicable Code Standard Summary of Code Requirement and Analysis Staff Findings 3.2.1 – Landscaping and Tree Protection The standards of this Section require a development plan to include a complete landscape plan. • In this case, the existing landscaping will be retained, and it is not clear that any new landscaping would be required. Nevertheless, the plan adds five new landscape islands with canopy trees as part of the site circulation and paving changes. The new islands define circulation, break down the scale of the existing parking lot bay, and mitigate the scale of the fueling canopy structure, which is consistent with the purpose of this Section. Complies 3.2.1(F) – Tree Mitigation No existing trees are to be removed. Complies 3.2.1(J) – Irrigation This subsection requires permanent, automatic irrigation of plant material. • An irrigation plan is provided. Complies 3.2.2 – Access, Circulation and Parking – General Standard This Section requires that development projects accommodate the movement of vehicles, bicycles, pedestrians safely and conveniently. • The plan uses existing access and circulation, which is consistent with standards in this Section. The only change is the addition of five landscape islands to define the particular circulation pattern within the fueling facility. Complies 3.2.2(K)(2) – Vehicle Parking Space Requirements The plan reduces parking spaces for Sam’s Club by 73 stalls in a lightly used bay of the existing large parking lot. The remaining parking for the store totals 484 spaces, resulting in a ratio of 3.74 stalls per 1,000 sq. ft. of floor area. The standard requirement for general retail uses is a range of 2-4 spaces per 1,000 sq. ft.; and the standard requirement for supermarkets is a range of 3-6 spaces per 1,000 sq. ft. Therefore, regardless of how requirements for the store would be calculated, the parking lot would still comply. Incidentally, the applicant’s narrative states that Sam’s Club’s corporate parking requirement for the store would be a minimum of 260 spaces. Complies 3.2.4 – Site Lighting This Section requires that lighting meet the functional and security needs of the project in a way that does not adversely affect adjacent properties. • A photometric plan demonstrates compliance with lighting levels. • Staff is continuing to work with applicants on final details of the lighting plan. Final Plans will clearly demonstrate compliance with 1) down-directional full cutoff fixture requirements, and 2) color temperature of 3,000 degrees Kelvin. Condition of Approval Section 3.2.5 – Trash and Recycling Enclosures This Section requires the provision of areasfor handling of trash and recycling. • To manage trash and recycling, the employee will empty the trash containers into the Sam’s Club bin at the beginning and end of shift when they clock in/out of work. Complies COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 7 of 9 Back to Top B. DIVISION 3.5 - BUILDING STANDARDS Applicable Code Standard Summary of Code Requirement and Analysis Staff Findings 3.5.1 Building and Project Compatibility This Section requires that the physical and operational characteristics of proposed buildings and uses are compatible when considered within the context of the surrounding area. Standards focus mainly on compatible building design, addressing scale and design characteristics. Standards also address other aspects of project compatibility such as noise, glare, and unsightly service functions. The immediate context of the surrounding area comprises parking lots for Sam’s Club and other commercial pad sites. The relevant context for architectural compatibility is the Sam’s Club store building and cart shelters in the parking lot. The materials, colors, and forms of the canopy structure and kiosk are similar to these existing structures. The kiosk walls and canopy columns are clad in split-face block painted to complement the main building. Standing seam metal hipped roofs harmonize with the hip and gable roof elements on the store and cart shelters. Below is an illustration of the architecture. The plan utilizes existing vehicular access and circulation and retains existing landscaping, with additional landscape islands added into the existing paving. Complies 3.5.3(D) and (E) Character and Image of Commercial Buildings Standards in these subsections require architectural interest with site-specific design tailored to the site and its context. • The building design was derived through iterations in the review process to reinforce and complement forms, colors and materials in the context of the existing Sam’s Club development. Complies C. DIVISION 3.6 - TRANSPORTATION AND CIRCULATION This Division is intended to ensure that the transportation system is in conformance with adopted transportation plans and policies established by the City. Applicable Code Standard Summary of Code Requirement and Analysis Staff Findings 3.6.4 – Transportation Level of Service Requirements This Section requires that the transportation needs of the proposed development will be safely accommodated by the existing transportation system, or that appropriate mitigation of impacts will be provided by the development in order to meet adopted Level of Service (LOS) standards. • A detailed traffic impact analysis was conducted and is attached. The purpose of the study was to determine the potential impacts to traffic operations in the area related to the proposed development. Complies COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 8 of 9 Back to Top Based on the Traffic Impact Study provided all the intersections/access points evaluated will continue to operate within an acceptable level of service for both AM and PM peak hours. The additional site traffic generated by this site is not anticipated to significantly increase delay, nor decrease the level of service to a point where they would no longer meet the requirements outline in the Larimer County Urban Area Street Standards. Queuing internal to the site was also a concern with this project, as the potential impacts from excessive queuing can have unintended consequences that can affect access points and the overall transportation system. Ultimately, the function of the internal driveway is a private issue under the responsibility of the shopping center association, but given the potential for impacts, staff required the Traffic Impact Study to include a queuing analysis of the potential vehicle stacking anticipated with the fuel station. Based on this analysis it was determined that this site would be able to adequately accommodate the queuing of vehicles within the site without significant impacts. Overall the general conclusions of the Traffic Impact Study have been accepted by the City and no site improvements or mitigation will be required with this project. 3.6.6 – Emergency Access This Section requires adequate access for emergency vehicles and persons rendering fire protection and emergency services. • The plan includes an illustration demonstrating that existing access and circulation will continue to meet emergency access requirements. Complies 6. Land Use Code Article 4 A. DIVISION 4.26 – HARMONY CORRIDOR DISTRICT (HC) Applicable Code Standard Summary of Code Requirement and Analysis Staff Findings 4.26(A) - Purpose The Harmony Corridor zone district is intended to implement the land use vision and design concepts of the Harmony Corridor Plan. Complies 4.26(B) – Permitted Uses Subsection 4.26(B)(3) lists “regional shopping centers as defined/described in the Harmony Corridor Plan” as a permitted use subject to review by the Planning and Zoning Commission. Permitted uses within the centers are listed in Harmony Corridor Standards and Guidelines, published under separate cover. Complies via Addition of Permitted Use (APU) 4.26(D)(1) – Harmony Corridor Land Use Standards This subsection requires that all development in the HC zone district must comply with the adopted Harmony Corridor land use and locational standards. These are the pertinent standards in the Harmony Corridor Standards and Guidelines that list permitted uses in shopping centers. Permitted uses in Regional Shopping Centers do not include gasoline stations. Permitted uses in other types of shopping centers do list gasoline stations. • The plan includes a request for Addition of Permitted Uses under code Section 1.3.4 to allow for approval of the use in this particular plan. Complies via Addition of a Permitted Use (APU) COPY Planning & Zoning Commission Hearing - Agenda Item 4 MJA 200002 | Sam’s Club Fuel Station Thursday, May20 11, 2021 | Page 9 of 9 Back to Top 7. Findings of Fact/Conclusion In evaluating the request for the Sam’s Club Fuel Station Major Amendment, MJA#200002, staff makes the following findings of fact and conclusions: 1. The Major Amendment complies with criteria for the Addition of Permitted Uses in Article 1, Section 1.3.4 as required for approval of the gasoline station use. 2. The Major Amendment complies with the applicable procedural and administrative requirements of Article 2 of the Land Use Code. 3. The Major Amendment complies with pertinent standards located in Article 3 – General Development Standards. 4. Article 4, Division 4.26 Harmony Corridor Zone District, does not contain any applicable standards. While the proposed use is not a permitted use under zoning standards, it is permitted by findings under code Section 1.3.4, Addition of Permitted Uses. 8. Recommendation Staff recommends that the Planning and Zoning Commission make a motion to approve the Sam’s Club Fuel Station Major Amendment, MJA#200002 and the Addition of a Permitted Use for the gasoline station, based on the Findings of Fact and supporting explanations found in the staff report. 9. Attachments 1. Applicant’s Narrative 2. Architecture 3. Plan Set – All Plan Sheets 4. Photometric Plan 5. Traffic Impact Analysis 6. Neighborhood Meeting Notes 7. Civil Plans 8. Staff Presentation 9. Communication from Susan Altenhofen COPY Operational Statement Sam’s Club 6633 Fueling Station 4700 Boardwalk Drive, Fort Collins, Colorado Existing Conditions: The proposed site is located in the center of the shopping center with overflow parking area for the existing Sam’s Club #6633. The proposed site is connected to parking lot access roads and drive aisles to the South and Northeast of the site. Existing parking lot circulation will not be affected noticeably. The pedestrian access to the shopping center is along both main shopping center entrances, East Boardwalk Drive and East Harmony Road. There are three known fire hydrants existing or within the proximity of the Sam’s Club parking lot. No known above ground transformers are visible within the same area. Two storm drain structures exist within the vicinity of the project area and should cover the drainage needs imposed by the site. Since the site is an existing parking lot no detrimental impacts to the natural features of site are imposed. The site is within a FEMA defined flood zone X which is the 0.2 percent change of flood hazard. The General Plan land use designation is Commercial/Retail. The existing and planned zoning designation is H-C (Harmony Corridor) District with a further distinction of Commercial/Retail. The existing development site is in conformance and participates in the Harmony Corridor feel and look. Proposed Improvements: Proposed improvements include a fueling station with a modular kiosk, and three underground storage tanks. The project is to include a canopy with fuel dispensers. The aesthetical features of the kiosk will be supplemental to the commercial and retail district while being similar to the parent Sam’s Club Store building features. The overall limits of the proposed project is roughly 19,512 square feet. Per the provided site plans the site will utilize existing parking and landscaping near the proposed improvements. Some minor aesthetical landscape features will be added toward the entrance side of the fueling site, per development code. Site ingress and egress will occur through the existing main shopping center drive aisles and parking aisles. With exception of fuel readers on existing monument sign, no offsite work is being proposed with this development. Site signage is to include canopy signage as well as monument price signage as required by state law. The proposed project follows and promotes the existing Commercial/Retail land use. It provides the community a more one stop shop and is aesthetically pleasing meeting the pedestrian-friendly and vehicular paths of travel. Visits to the proposed site will be mainly club members internal capture trips and pass-by trips of members to the other surrounding commercial and retail development. Due to the nature of membership-based trip generation, strategic fueling sales strategies, and fueling site layout, the traffic impacts should be minimal to the surrounding existing traffic infrastructure and community. Proposed onsite lighting will be the main counter measure to crime and promote the Harmony Corridor Plan and feel. Fuel Kiosk: The Kiosk is approximately 200 square feet total and utilizes exterior materials and colors compatible to the parent Sam’s Club. The Kiosk walls are clad in split-face block painted to complement the Club. The standing seam metal hipped roof on the Kiosk will harmonize with the hip and gable roof elements on the Club. The Kiosk includes an Office Area facing the fuel canopy and dispensers allowing the fuel attendant to observe and supervise customers dispensing motor fuels. Attached to the Office area is a private Restroom for the fuel attendant use. At the rear of the Kiosk is an Equipment Room that contains the equipment required to power and monitor the fuel station and store apparatus for emergency and safety. Operations of the fueling station will be store club hours. With shifts being worked throughout the day as to operation of the kiosk. (9am – 8pm) Fuel Canopy: The Fuel Canopy covers approximately 3,466 SF and protects the customers and dispensers from the environment. The LED fixtures mounted to the canopy soffit illuminate the area under the canopy to provide a safe operating condition. The standing seam hipped roof of the canopy and the split-face wrapped canopy columns match the materials and design of the Fuel Kiosk. The 6- fuel dispenser layout will serve a maximum of 12 customers at any time. The fuel dispensers are fed from 3 underground fuel storage tanks with a 20,000-gallon capacity per tank. Parking: Existing parking for the Sam’s Club shopping center is 557 stalls with an approximate ratio of 4.30/1,000 stalls per square feet of building space. After development of the fueling project the parking will be 484 stalls, with a loss of 73 stalls, which will result in an approximate ratio of 3.74/1,000 stalls per square feet of building space. The parking requirements for Sam’s Club would be a minimum of 260 stalls, which is adhered to by the proposed design. Additional General Information: Previous project meeting dates are listed below: 1. Pre-Application Meeting – June 12, 2019 2. Neighborhood Meeting – December 16, 2019 Property/Project Owner(s): Below are the name(s) of subject proposed property owner(s). ·Benenson Boardwalk Ft. Collins Co., LLC c/o Benenson Capital Partners, LLC December 15, 2020 #6633 Fort Collins, CO6 Stack Fuel Station1SOFFIT 13’-9"T.O. CANOPY 17’-1"SOFFIT 13’-9"T.O. CANOPY 17’-1"SOFFIT 13’-9"T.O. CANOPY 17’-1"SOFFIT 13’-9"T.O. CANOPY 17’-1"SPLIT FACE CMU - PAINT SW #6102 “PORTABELLO”Rear ElevationLeft ElevationRight ElevationFront ElevationPRE-FINISHED METAL CANOPYCOLOR TO MATCH SW #6102 “PORTABELLO”PRE-FINISHED METAL CANOPYCOLOR TO MATCH SW #6102 “PORTABELLO”PRE-FINISHED METAL CANOPY COLOR TO MATCH SW #6102 “PORTABELLO”SPLIT FACE CMU WRAPPEDCANOPY COLUMNS - PAINTSW #6102 “PORTABELLO” (TYP.)SPLIT FACE CMU WRAPPEDCANOPY COLUMNS - PAINTSW #6102 “PORTABELLO” (TYP.)SPLIT FACE CMU WRAPPEDCANOPY COLUMNS - PAINTSW #6102 “PORTABELLO” (TYP.)SPLIT FACE CMU WRAPPEDCANOPY COLUMNS - PAINTSW #6102 “PORTABELLO” (TYP.)BUILDINGADDRESSNUMBERSSPLIT FACE CMU - PAINTSW #6124 “CARDBOARD”SPLIT FACE CMU - PAINT SW #6102 “PORTABELLO”SPLIT FACE CMU - PAINT SW #6102 “PORTABELLO”SPLIT FACE CMU - PAINT SW #6102 “PORTABELLO”SPLIT FACE CMU - PAINTSW #6124 “CARDBOARD”STANDING SEAM METALROOF - “LEAD COTE”STANDING SEAM METALROOF - “LEAD COTE”STANDING SEAM METALROOF - “LEAD COTE”STANDING SEAM METALROOF - “LEAD COTE”STANDING SEAM METALROOF - “LEAD COTE”STANDING SEAM METALROOF - “LEAD COTE”STANDING SEAM METALROOF - “LEAD COTE”STANDING SEAM METALROOF - “LEAD COTE”SPLIT FACE CMU - PAINTSW #6124 “CARDBOARD”SPLIT FACE CMU - PAINTSW #6124 “CARDBOARD”PRE-FINISHED METAL CANOPYCOLOR TO MATCH SW #6102 “PORTABELLO”BUILDINGADDRESSNUMBERS Front Elevation Left Elevation MATERIAL BOARD Front Elevation Left Elevation MATERIAL BOARD SITES1S2S3S4S5S6S7HCPOLLDREGCHCUELDRLDMNMDMNMDMNLDRLDRPOLPOLLDMNLDRPOLLDMNGCSCLDMNLDMNE HARMONY ROADOAKRIDGE DRS BOA R D W A L K D R S LEMAY AVES COLLEGE AVEFOSSIL CREEK PK WY S COLLEGE AVES MASON STMASON TRAILS BO A R D W AL K D R SAM'SCLUBE HARMONY ROADS LEMAY AVES COLLEGE AVEARIZONA ƒ ARKANSAS ƒ CALIFORNIA ƒ FLORIDA ƒ MINNESOTA ƒ NORTH CAROLINA ƒ PENNSYLVANIA ƒ TEXASLAND USE TABLEPROJECT NAME:SAM'S CLUB FUEL STATION #6633PROJECT ADDRESS:4700 BOARDWALK DRIVE, FT. COLLINS, CO 80525PROJECT DESCRIPTION:CONSTRUCTION OF A FREE STANDING FUEL STATION WITHIN THEEXISTING SAM'S CLUB PARKING LOTEXITING ZONING:HARMONY CORRIDOR DISTRICT (H-C)PROPOSED ZONING:N/ATOTAL PARCEL SIZE (SAM'S CLUB):11.95± AC / 520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKETP.U.D.)TOTAL PROJECT SIZE (FUEL STATION):TBDMAXIMUM BUILDING HEIGHT:21'-6'' (CANOPY) 11'-6'' (KIOSK) 30'-0''± (EXISTING SAM'S CLUB)TOTAL FLOOR AREA:130,383± SF (PRE-CONSTRUCTION) 130,583± SF (POST-CONSTRUCTION)TOTAL FLOOR AREA RATIO:25.38% (PRE-CONSTRUCTION) 25.42% (POST-CONSTRUCTION)TOTAL PRE-CONSTRUCTION PARKING:557 (4.27 / 1,000)MINIMUM & MAXIMUM REQUIRED:261 MIN (2 / 1,000) - 522 MAX (4 / 1,000)STANDARD:539 SPACESCOMPACT:N/AACCESSIBLE:12 SPACES (12 REQUIRED - 2% OF TOTAL)MOTORCYCLE:N/ABICYCLE (ENCLOSED):UNKNOWNBICYCLE (FIXED):8 (33 REQUIRED - 1 / 4,000)TOTAL POST-CONSTRUCTION PARKING:484 (3.71 / 1,000)MINIMUM & MAXIMUM REQUIRED:261 MIN (2 /1,000) - 522 MAX (4 / 1,000)STANDARD:471COMPACT:N/AACCESSIBLE:13 (9 REQUIRED)MOTORCYCLE:N/ABICYCLE (ENCLOSED):UNKNOWNBICYCLE (FIXED):10 (33 REQUIRED FOR PROJECT - 1 / 4,000)SITE PLAN NOTES:1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORMDRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALLEASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANSMUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THEPLANS.4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROMADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISHSUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THEBUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBINGVENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASINGPLAN IS SHOWN WITH THESE PLANS.6.[IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP].7.[IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR STANDARDSAS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE.8.[IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY HOMES SHALL BEREQUIRED. THESE HOUSING MODELS SHALL MEET OR EXCEED THE STANDARDS AS OUTLINED IN 3.5.2(C) OF THELAND USE CODE.9. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFFCAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.10. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVEDBY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS ASPECIFIC VARIANCE IS GRANTED BY THE CITY.11. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDEAN APPROVED FIRE EXTINGUISHING SYSTEM.12. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.13. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDEDAT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLEPARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPENO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.14. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFICCIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTYOWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FORSNOW REMOVAL ON ALLADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.15. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BEIN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS,ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.16. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREETSIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.17. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVECOVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCEDHAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING,SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES(IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRINGTHAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.18. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS,SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUETO CONSTRUCTION OF THISPROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'SEXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THEFIRST CERTIFICATE OF OCCUPANCY.19.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIALPRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL,APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDSNO PARKING FIRE LANE SHALL BEPROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADSOR PROHIBIT THE OBSTRUCTIONTHEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLECONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.20. ALL PUBLIC SIDEWALK, DRIVEWAYS AND RAMPS EXISTING OR PROPOSED ADJACENT OR WITHIN THE SITE NEEDTO MEET ADA STANDARDS, IF THEY CURRENTLY DO NOT, THEY WILL NEED TO BE RECONSTRUCTED SO THAT THEY DOMEET CURRENT ADA STANDARDS AS A PART OF THIS PROJECT.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY ANDPOUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVEIS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESSNUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLYLEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OFSIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THEBUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLEOR OTHER SIGN OR MEANS SHALL BEUSED TO IDENTIFY THE STRUCTURE.NOTICE TO BIDDERS:WETLANDS INFORMATION:BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORYLOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECT DOES NOT APPEAR TO BEWITHIN A KNOWN WETLAND AREA.ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BE DIRECTEDTO THE OWNER'S CONSTRUCTION DEPARTMENT VIA ON-LINE BID QUESTIONTOOL. SUBCONTRACTORSMUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THECONSULTING ARCHITECTAND/OR THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIORAUTHORIZATION FROM THE OWNER/DEVELOPER.CITY OF FORT COLLINS, CO NOTES:SHEET INDEXSHEET NUMBER SHEET TITLEC1 COVER SHEETC2GENERAL NOTESC3 DEMO PLANC4 OVERALL SITE PLANC4.1 FIRE DEPT ACCESS PLANC5 SITE PLANC6 GRADING PLANC7 DRAINAGE PLANC7.1 DRAINAGE MAP EXHIBITC7.2EXISTING IMPERVIOUS MAPC7.3 PROPOSED IMPERVIOUS MAPC8UTILITY PLANC9 DETAIL SHEETC10 DETAIL SHEETC11 DETAIL SHEETC12DETAIL SHEETL1LANDSCAPE PLANL2LANDSCAPE HYDROZONESL3 IRRIGATION PLANSW0 SWPPP NOTESSW1SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORKSW2 PHASE 1 EROSION AND SEDIMENTSW3 PHASE 2 EROSION AND SEDIMENTSW4 SWPPP INFORMATION SUMMARIESSW5 SWPPP DETAIL 1SW6 SWPPP DETAIL 2SW7 SWPPP DETAIL 3APP-C PHOTOMETRIC PLANAPP-D PHOTOMETRIC PLAN1 OF 2 TOPOGRAPHIC SURVEY PLAT2 OF 2 TOPOGRAPHIC SURVEY PLATVicinity MapSCALE: 1 INCH = 1,000 FEETVICINITY MAP LEGEND:SCHOOLS / COLLEGESS1 COLORADO EARLY COLLEGES HIGH SCHOOLS2 KRUSE ELEMENTARY SCHOOLS3 COLORADO EARLY COLLEGES MIDDLE SCHOOLS4 FRONT RANGE ACADEMY PRIVATE SCHOOLS5 THE LEARNING EXPERIENCE PRESCHOOLS6 ACADEMY OF ARTS AND KNOWLEDGE PRESCHOOLS7 WERNER ELEMENTARY SCHOOLZONING DISTRICTSGC GENERAL COMMERCIAL DISTRICTHC HARMONY CORRIDOR DISTRICTLDMN LOW DENSITY MIXED-USE NEIGHBORHOOD DISTRICTLDR LOW DENSITY RESIDENTIAL DISTRICTMDMN MEDIUM DENSITY MIXED-USE NEIGHBORHOOD DISTRICTPOL PUBLIC OPEN LANDS DISTRICTSC SERVICE COMMERCIAL DISTRICTUE URBAN ESTATES DISTRICTSITE LOCATION BOUNDARYZONING DISTRICT BOUNDARYSTREET CENTERLINEWATER BODYNATURAL AREAPARKTHESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLYRESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FORACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUEDFOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIESOF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.INDEMNIFICATION STATEMENT:FLOOD ZONE INFORMATION:FLOOD ZONE CLASSIFICATION: ZONE X (AREA OF MINIMAL FLOOD HAZARD)FLOOD INSURANCE RATE MAP: 08069C1000F, DATED DEC. 19, 2006 (NOT PRINTED)REVISIONSDATENO. DESCRIPTION5/19/2020INITIAL DESIGNLOT 1, HARMONY MARKET P.U.D., FIRST FILING, IN THE CITY OF FORT COLLINS, ACCORDING TO THE RECORDED PLATTHEREOF, COUNTY OF LARIMER, STATE OF COLORADO.ALSO KNOWN AS:A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OFTHE 6THP.N., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLYDESCRIBED AS FOLLOWS:CONSIDERING THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 1 AS BEARING, SOUTH 0°10'00” WEST,FROM A FOUND NUMBER FOUR REBAR WITH YELLOW CAP AT THE NORTHEASTCORNER, TO A FOUND REBAR IN AVALVE BOX AT THE EAST QUARTER CORNER OF SAID SECTION 1 AND WITHALL BEARINGS CONTAINED HEREINRELATIVE THERETO:COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 1; THENCE ALONG SAID EAST LINE, SOUTH 0°10'10”WEST, 49.94 FEET; THENCE, NORTH 89°50'00” WEST, 63.00 FEET TO APOINT ON THE SOUTHERLY RIGHT-OF-WAYLINE OF COLORADO STATE HIGHWAY NO. 68; THENCE ALONG SAID RIGHT-OF-WAY, NORTH 46°21'21” WEST, 24.52FEET; THENCE, SOUTH 89°45'15” WEST, 921.30 FEET; THENCE, SOUTH 89°55'30” WEST, 600.00 FEET; THENCE SOUTH83°39'00” WEST, 402.76 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY, SOUTH 0°11'05” WEST, 363.38 FEET TO APOINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF1°12'48”, A RADIUS OF 566.00 FEET ANDTHE CHORD OF WHICH BEARS SOUTH 0°25'19” EAST, 11.99 FEET; THENCE ALONG THE ARC OF SAID CURVE 11.99FEET TO THE POINT OF BEGINNING; THENCE, NORTH 80°29'24” EAST, 119.64 FEET TO A POINT ON A CURVE CONCAVETO THE NORTHWEST, HAVING A CENTRAL ANGLE OF 45°41'15”, A RADIUS OF 100.00 FEET AND THE CHORD OFWHICH BEARS, NORTH 57°38'46” EAST 77.64 FEET; THENCE ALONG ARC OF SAID CURVE 79.74 FEET; THENCE, NORTH34°48'09” EAST, 118.16 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTHEAST, HAVING A CENTRAL ANGLE OF54°36'22”, A RADIUS OF 100.00 FEET AND THE CHORD OF WHICH BEARSNORTH 62°06'20” EAST, 91.74 FEET; THENCEALONG THE ARC OF SAID CURVE 95.31 FEET; THENCE, NORTH 89°24'31”EAST, 263.86 FEET; THENCE, SOUTH 0°00'00”WEST, 714.30 FEET; THENCE, SOUTH 90°00'00” EAST, 117.28 FEET, THENCE SOUTH 0°00'00” EAST, 308.47 FEET TO APOINT ON A CURVE CONCAVE TO THE NORTH, HAVING A CENTRAL ANGLE OF 20°28'22”, A RADIUS OF 576.00 FEETAND THE CHORD OF WHICH BEARS NORTH 78°44'31” WEST, 204.72 FEET; THENCE ALONG THE ARC OF SAID CURVE205.82 FEET; THENCE, NORTH 68°30'20” WEST, 150.28 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTH,HAVING A CENTRAL ANGLE OF 19°42'15”, A RADIUS OF 644.00 FEET AND THE CHORD OF WHICH BEARS NORTH78°21'28” WEST, 220.38 FEET; THENCE ALONG THE ARC OF SAID CURVE 221.47 FEET; THENCE NORTH 88°12'35”WEST, 107.00 FEET TO A POINT ON A CURVE CONCAVE TO THE NORTHEAST, HAVING A CENTRAL ANGLE OF90°00'00”, A RADIUS OF 11.00 FEET AND THE CHORD OF WHICH BEARS,NORTH 43°12'35” WEST, 15.56 FEET; THENCEALONG THE ARC OF SAID CURVE 17.28 FEET; THENCE, NORTH 1°47'25” EAST, 255.44 FEET TO A POINT ON A CURVECONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 10°37'46”, A RADIUS OF 644.00 FEET AND THE CHORD OFWHICH BEARS, NORTH 3°31'28” WEST, 119.30 feet; THENCE ALONG THEARC OF SAID CURVE 119.47 FEET; THENCE,NORTH 8°50'22” WEST, 215.96 FEET TO A POINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF7°48'39”, A RADIUS OF 566.00 FEET AND THE CHORD OF WHICH BEARS,NORTH 4°56'02” WEST, 77.10 FEET; THENCEALONG THE ARC OF SAID CURVE 77.16 FEET; TO THE POINT OF BEGINNING.LEGAL DESCRIPTION:CITY OF FORT COLLINS, COLORADOAPPROVALSAPPROVED:CITY ENGINEERDATECHECKED BY:WATER & WASTEWATER UTILITY DATECHECKED BY:STORM WATER UTILITYDATECHECKED BY:PARKS & RECREATIONDATECHECKED BY:TRAFFIC ENGINEERDATECHECKED BY:DATE DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-GN.dwg LAST SAVED BY: JOEPERKINSGENERAL NOTES:A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTINGUTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES ANDEXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS ACONTRACTOR TO THE SELLER/OWNER:TOPOGRAPHY/BOUNDARY:PLS CORPORATION532 WEST 66TH STREETLOVELAND, COLORADO 80538PHONE 970 669-2100M. BRYAN SHORT, PLSBOUNDARY SURVEY WAS NOT REQUESTED OR PERFORMED. BOUNDARY WAS TAKEN FROM OLDDESIGN DRAWINGS. CEI ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ERRORS OROMISSIONS DUE TO THE LOCATION OF BOUNDARY LINES.CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OFTHE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES.B. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATEDUTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTSAS NOTED. SEE SITE WORK SPECIFICATIONS.C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALSRESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE INACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCHOPERATIONS.D. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALLPRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT.E. WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCEWITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USESINTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITSPERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THESPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTIONON A CONTEMPORARY BASIS AT THE SITE.F. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FORCONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURINGPERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEEROF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THEADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTIONSITE.G. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE COORDINATEDWITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER.H. WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S.CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERALAPPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/ORRESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTORSHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIESHARMLESS AGAINST SUCH VIOLATION.I. RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE OWNER, RESIDENT ENGINEERINGSERVICES SHALL BE PROVIDED BY THE ENGINEERS (ON A TIME AND FREQUENCY BASIS)ACCEPTABLE TO THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS, PUBLICSEWER, AND CITY STREETS. AT THE COMPLETION OF CONSTRUCTION, THE ENGINEER SHALLCERTIFY THE CONSTRUCTION TO BE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.THIS WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE AND SHALL BECOORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT WILL BE THE CONTRACTOR'SRESPONSIBILITY TO NOTIFY THE RESIDENT ENGINEER OF ANY PRECONSTRUCTION /CONSTRUCTION CONFERENCES AND ANY PUBLIC CONSTRUCTION 24 HOURS PRIOR TO SAIDACTION.A. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONSAND CODES AND O.S.H.A. STANDARDS.B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.C. ALL UNPAVED DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH ANDWATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.D. ALL CURBED RADII ARE TO BE 2 FEET OR 10 FEET UNLESS OTHERWISE NOTED. STRIPED RADIIARE TO BE 5 FEET UNLESS OTHERWISE NOTED.E. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.F. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.G. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ONPLANS), INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFICPOLES, ETC. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESREQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL COST SHALL BE INCLUDED IN BASE BID.H. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY ALAND SURVEYOR.I. TOTAL LAND AREA IS 513,662± SQUARE FEET.J. BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDSINVENTORY LOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECTDOES NOT APPEAR TO BE WITHIN A KNOWN WETLAND AREA.K. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS".L. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.M. ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.N. CONTRACTOR SHALL COORDINATE WITH SAM'S CLUB MANAGER FOR POINT OF RELOCATIONFOR EXISTING CART CORRALS.O. ISOLATION JOINTS SHALL BE INSTALLED AT ALL FIXED STRUCTURES (BUILDING, RETAININGWALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES, AND BOLLARDS) SEE DETAILSHEET.P. ANY EXISTING PARKING LOT STRIPING TO REMAIN THAT IS DAMAGED OR REMOVED DURINGCONSTRUCTION OPERATIONS SHALL BE RE-PAINTED; FOUR INCH WIDE, TWO COAT, COLORSHALL MATCH EXISTING STRIPING.Q. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FORSTORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICE, PROPOSED TOPOGRAPHY, STREETIMPROVEMENTS.R. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS ANDDIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEYINFORMATION.S. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTSTO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THEIMPLEMENTATION OF ANY CHANGES TO THE PLANS.T. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROMVIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETSDO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHINGTHE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOREQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED ORPAINTED TO MACH SURROUNDING BUILDING SURFACES.U. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASEUNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.V. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS INSECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHTSOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLAREAND UNNECESSARY DIFFUSION.W. SIGNAGE AND ADDRESSING AREA NOT PERMITTED WITH THE PLANNING DOCUMENT AND MUSTBE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITHCITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.X.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGSMUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.Y. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.Z. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BEPROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLEPARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANYDIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OFTRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.AA. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS,AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BEMAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER ISRESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS INCOMMON OPEN SPACE AREAS.AB. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THERIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREEDTO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THERESPONSIBILITY OF THE OWNER/DEVELOPER.AC. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ONALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.AD. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATERESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BECREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATIONOF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPONANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLEDCOMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANYINDIVIDUAL LOT BE PLANTED IN TURF GRASS.AE. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL ASSTREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TOCONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINSSTANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETEDIMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.AF.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THEFIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIREDBY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDETHE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADSTO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICHFIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION ATALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.AG.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVEDBY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OFOCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIREDTO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERSOR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE,VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUMOF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF APRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.GENERAL SITE PLAN NOTES:GENERAL DEMOLITION PLAN NOTES:A. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDINGREMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVEDTO THE RIGHT-OF-WAY.B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONIS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUESTEXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THE PLANS.C. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.D. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.E. EXISTING GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.F. PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.G. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.H. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION ATSTRUCTURE IS WATERTIGHT.I. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALLHAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVEFINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".J. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA ORAPPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATEDWITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8,ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TOWALMART BUILT PROJECTS ONLY.K. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE ASMOOTH FIT AND CONTINUOUS GRADE.L. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURALAND PAVED AREAS.M. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IFTHE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.N. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OFTOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNINGSPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.O. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BECONSTRUCTED TO SAME.P. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROMINVERT IN TO INVERT OUT.Q. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE,VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANYCONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENTTHE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS.R. CONTRACTOR HAS THE OPTION TO BID THE FOLLOWING MATERIAL FOR THE STORM SEWERSYSTEM EXCEPT WHERE OTHERWISE NOTED: RCP (ASTM C14), TYPE PSM PVC (ASTM D3034),PE CORRUGATED PIPE, ADS N-12 (ASTM D3212), OR STEEL REINFORCED HDPE AS INDICATED ONTHIS PLAN WHERE THE WORD PIPE IS USED. ALL PIPES SHALL HAVE A MAXIMUM ROUGHNESSCOEFFICIENT ("N") OF 0.013 AND SHALL MEET OR EXCEED THE PIPE MANUFACTURERS REQUIREMENTS FOR MINIMUM AND MAXIMUM COVER. CONTRACTOR SHALL REFER TO THE SITEWORK SPECIFICATION SECTION FOR STORM SEWER SYSTEMS FOR ACCEPTABLE TYPE AND MATERIAL.S. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.T. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OFTOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALLPROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED,FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH ISESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATIONRATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECTSHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.U. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THESPECIFICATIONS:ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER ''UTILITY AND STORM DRAINTRENCH AND BEDDING'' DETAIL SHOWN ON DETAIL SHEETS.ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS.GENERAL GRADING PLAN NOTES:A. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSEDUTILITIES.B. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORECONNECTING TO ANY EXISTING LINE.C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THESPECIFICATIONS:ALL WATER LINES 3/4 INCH TO TWO (2) INCHES SHALL BE TYPE K COPPER CONFORMINGTO AWWA C800. 1-1/2 INCH AND TWO (2) INCH SERVICES MAY USE HDPE DR 9 PER ASTMD2737 IN LIEU OF TYPE K COPPER.ALL WATER LINES FOUR (4) INCHES AND LARGER SHALL BE PVC AWWA C900 DR-18 CLASS150 AND AWWA C909 CLASS 200.ALL SANITARY SEWER LINES FOUR (4) INCHES TO 15 INCHES SHALL BE PVC, ASTM D3034,TYPE PSM, SDR 35.ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM FOUR (4) FEET COVER.D. MINIMUM TRENCH WIDTH SHALL BE TWO (2) FEET.E. ALL WATER JOINTS FOUR (4) INCHES AND LARGER ARE TO BE MECHANICAL JOINTS WITH THRUSTBLOCKING AS CALLED OUT IN SPECIFICATIONS.F. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICALCLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).G. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER ON ALL WATERLINES.H. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINESAND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPEWITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINESHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TOPROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI21.11 (AWWA C-151) (CLASS 50).I. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.J. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSEDPAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITHWATER TIGHT LIDS.K. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTHAT 3000 P.S.I.L. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.M. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.N. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCALAUTHORITIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER ANDSEWER LINES.O. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONIS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUESTEXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THE PLANS.P. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONSREQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONSOF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION.Q. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.R. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.S. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITHADJACENT PROPERTY OWNERS.T. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITYCOMPANIES.U. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVALHAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY ANDCONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER.V. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER,WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY ANDCALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEIENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROMTHE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THECONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.W. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS:ALL WATER LINE PIPE AND SANITARY SEWER PIPE SHALL BE INSTALLED PER ''UTILITY ANDSTORM DRAIN TRENCH AND BEDDING'' DETAIL SHOWN ON DETAIL SHEETS.GENERAL UTILITY PLAN NOTES:A. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN ALOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS,FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCHTHAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALLFACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TOGRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.B. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSINGTHE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALLPERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.C. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THEREMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THEUTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THEUTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANYFOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.D. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THEEXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTINGCONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICETO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINESAND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BEABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.E. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BEREMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROADRIGHT OF WAY DURING CONSTRUCTION.F. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVEDBY CONSTRUCTION MANAGER.G. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALLTIMES DURING DEMOLITION OF THE EXISTING FACILITIES.H. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.I. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.J. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTYDAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THECONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENTPROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.K.ENGINEER'S NOTICE TO CONTRACTOR:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONIS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALLTHE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS EROSIONAND SEDIMENT CONTROL PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BEIMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALLPHASES OF CONSTRUCTION.B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, ORLOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENTADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITYIMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROLSEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NOUNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.E. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREAWHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEEPARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILETFACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM SIDES.F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDETAINED AND PROPERLY TREATED OR DISPOSED.G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINEDON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASEDOR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.I. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THEACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.J. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZEDIMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OFFAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSEFIBERS, TACKIFIERS, NETTING OR BLANKETS.K. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPEDSHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED,SODDED, AND/OR VEGETATED IMMEDIATELY, AND NO LATER THAN 14 DAYS AFTER THE LASTCONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/ORLANDSCAPE PLAN.L. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOTSUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHEDBEFORE THE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASHWATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESSLOCATIONS AS PROVIDED.M. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS ORINTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.N. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THEDETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGESYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.O. ON-SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSIONAND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILEAND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED INACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.P. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCERUNOFF VELOCITIES AND EROSION.Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTORSHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILTFENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGER. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITSOF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE.CONTROL NOTES:GENERAL EROSION & SEDIMENT wwstop signstop signstop signstop signstop signstop signstop signstop signmetal chasecovered cart returncovered cart returnstorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltasphaltconcrete sidewalkconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian sign20' AUE10' AUEwuemb large snow pile attime of surveyncrete sidewalkstop signstop signstop signpillarsplantersconcrete sidewalk15"3"1410"14"6"12"12"14"15"15"18"9"4"14"18"12"12"10"10"12"12"12"14"15"14"12"12"12"12"12"10"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"C & GC & GC & GC & GC & GC & GASPHALTPAVEMENTASPHALTPAVEMENTCONCRETESIDEWALKCONCRETESIDEWALKC & GASPHALTPAVEMENTASPHALTPAVEMENTASPHALTPAVEMENTTREETYPTREETYPTREETYPLIGHTPOLELIGHTPOLESTORMINLETSTOPSIGNSTOPSIGNTPTPTPTPTPTPTPTPTP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTEMPORARY SITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'APPROX. LOCATION EXISTING10' ACCESS AND UTILITYEASEMENT TO REMAINAPPROX. LOCATION EXISTING20' ACCESS AND UTILITYEASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1LOT 1HARMONY MARKET P.U.D.APN 9601117001N89°24'31''E 263.86S00°00'00''E 714.30LOT 1HARMONY MARKET P.U.D.APN 9601117001N89°24'31''E 263.86S00°00'00''E 714.30eeeeeewwwwwweeeeeeeeeeeeeeeeeALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020' 30' 40'SCALE IN FEETDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DM.dwg LAST SAVED BY: JOEPERKINSKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXX1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES,FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THEIMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BEREMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLECOMPACTED FILL MATERIAL PER THE SPECIFICATIONS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITSREQUIRED FOR DEMOLITION AND DISPOSAL.3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THEREMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THEUTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIRSERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.4. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL VERIFYEXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVENOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINESAND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BEABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BEREMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OFWAY DURING CONSTRUCTION.6. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTIONMANAGER.7. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMESDURING DEMOLITION OF THE EXISTING FACILITIES.8. PRIOR TO DEMOLITION OCCURRING, ALL APPROPRIATE EROSION CONTROL DEVICES ARE TO BEINSTALLED.9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.10. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTORWILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRINGDURING THE CONSTRUCTION PHASES OF THIS PROJECT.11.ENGINEER'S NOTICE TO CONTRACTOR:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION ISNOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACTFIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATEALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THEPLANS.GENERAL DEMOLITION NOTESDEMOLITION LEGENDA EXISTING TO BE REMOVED.B EXISTING SITE LIGHTING CONDUIT TO BE REROUTED, REF ARCH PLANS FOR SITE LIGHTINGELECTRICAL PLAN.C EXISTING TO REMAIND EXISTING TO RELOCATED.E LIMITS OF SAWCUT AND PAVEMENT REMOVAL.F TREE PROTECTION, REF DETAIL SHEETSPROPOSEDLIMITS OF DEMOLITIONLIMITS OF SAWCUT AND PAVEMENT REMOVALABBREVIATIONSC & G - CURB AND GUTTERTREE PROTECTION, REF DETAIL SHEEETSTP 20' AUE10' AUEmbVANKIOSK200± SF FFE 5000.05DO NOT ENTERDO NOT ENTERSJT JT JTOSV VENTTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'1421174414121114L=17.28, R=11.00∆=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'S00°00'00"E 714.30'N89°24'31"E 263.86'L=95.31,R=100.00Δ=54°36'22"N34°48'09"E 118.16'L=79.74,R=100.00Δ=45°41'15"N80°29'24"E 99.48'N80°29'24"E 20.16'L=77.16, R=565.96∆=7°48'40"N08°50'22"W 2 1 5 . 9 6 'L=119.47,R=643.97Δ=10°37'48"N01°47'25"E 255.44'56393638343025202020131714471188246435137112115282523117151210137207141GREASE MONKEY OIL CHANGE2,382± SQ FT1036 OAKRIDGE DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS115,074± SQ FT813 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAIL126'±52'±47'±70'48'±70'±80' HARMONY ROAD SETBACK40' COLLECTOR B U I L D I N G S E T B A C K 40' COLLECTOR BUILDING SETBACKEXISTING TRASH COMPACTORRED ROBINS8,118± SQ FT701 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS8,992± SQ FT731 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILOUTBACK STEAK HOUSE6,214± SQ FT807 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILHIBACHI GRILL & SUPREME BUFFET10,330± SQ FT901 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS20,939± SQ FT931 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILFIRST BANK6,680± SQ FT1013 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILDIAMOND SHAMROCK GAS STATION1,885± SQ FT4701 S. LEMAY AVENUE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILGREASE MONKEY OIL CHANGE2,382± SQ FT1036 OAKRIDGE DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS21,322± SQ FT925 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS54,018± SQ FT1001 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAIL40' COLLECTOR BUILDING SETBACKMULTIPLE RETAIL SHOPS5,890± SQ FT921 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILPROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOAR D W A L K D R I V E (COLLECTOR 2 L A N E S )OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE(ARTERIAL 4 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINSPROPOSED LEGEND#PROPOSED SAM'S CLUB PARKINGEXISTING SAM'S CLUB PARKING TO REMAIN#PEDESTRIAN PATH OF TRAVELVEHICULAR CIRCULATIONMAJOR POINTS OF INGRESS AND EGRESS#EXISTING OVERALL SHOPPINGCENTER PARKING TO REMAINNOTE: REF SHEET C5 - SITE PLAN FOR PARKING INFORMATIONKnow what's80'0120' 160'SCALE IN FEET ueueueuembVANKIOSK DO NOT ENTERDO NOT ENTERSVENTPROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOAR D W A L K D R I V E (COLLECTOR 2 L A N E S )OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE(ARTERIAL 4 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN30'EXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINPROPOSED FIRE HYDRANTEND PROPOSED FIRE LANESTRIPING & SIGNAGEBEGIN PROPOSED FIRELANE STRIPING & SIGNAGE300' 20'10'20'10'30'DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINSLEGENDEXISTING ACCESS AND DRAINAGE EASEMENT,REF PLAN FOR WIDTHKnow what's80'0120' 160'SCALE IN FEETEXISTING BLANKET ACCESS AND DRAINAGEEASEMENT90°VEHICLE TRACKING V20.00.2188(20190304) (C) AUTODESK, INC. WWW.AUTODESK.COMTITLE:NOTES:40.57' MIN RADIUS(OUTER WHEEL)MAX KICKOUT 0.79'OVERALL LENGTH43.250'OVERALL WIDTH8.333'OVERALL BODY HEIGHT11.000'MIN BODY GROUND CLEARANCE 1.393'TRACK WIDTH8.333'LOCK TO LOCK TIME6.00 SECONDSMAX WHEEL ANGLE45.00°TURN(S) BASED UPON FRONT AXLE FOLLOWING A CIRCULAR ARCSTARTING TANGENTIALLY. VANKIOSK200± SF FFE 5000.05overed cart returnovered cart returnDO NOT ENTERDO NOT ENTERSOSVVENTTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'uemb R25'3.5'8.02'35'41'15.61'24.25'12.37'25.1'±10.3'±3'±17.7'±18.1'±13'±9.29'3.08'29.92'3.08'29.92'3.08'9.29'19.1'±20.3'±18'±17.7'±18.3'±47.9'±18'6.2'47.64'20.3'±17.7'±12'5.9'±18'5'6'6'7'8.25'R5'R5'R5'R5'R5'R5'R5'R5'AAFAAAAB43'12'CTYPDTYPDTYPETYPFFFFFFFFKKLLMNPPPPPPQQQQRSSSTUVWWZXYZIHIHAPPROX. LOCATION EXISTING10' ACCESS AND UTILITYEASEMENT TO REMAINAPPROX. LOCATION EXISTING20' ACCESS AND UTILITYEASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1LOT 1HARMONY MARKET P.U.D.APN 9601117001BBLIGHT POLECCLIGHT POLEAAAAAABBLIGHT POLECCLIGHT POLEN89°24'31''E 263.86S00°00'00''E 714.306'XXXGBEGINGENDGENDGBEGINGGGGOQBLDG #100BLDG #101DDDDDDEEJJJAAAHORIZONTAL CONTROL POINT LISTPOINT #100101NORTHING1433645.90071433670.1507EASTING3121420.44733121412.1973DESCRIPTIONBUILDING CONTROLBUILDING CONTROLALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020' 30' 40'SCALE IN FEETSITE LEGENDPROPOSED LEGENDCONCRETE CURB AND GUTTER TYPICAL, SEE DETAIL SHEETPROPERTY LINE/RIGHT-OF-WAY LINESTRIPE LEGENDz~zsV[IzpunslG~op{lGzvspkGspulSG[IG~pklz€zsV[I zpunslG€lssv~GzvspkGspulSG[IG~pklk€szV[I kv|islG€lssv~GzvspkGspulSG[IG~pklz€zsVXWI zpunslG€lssv~GzvspkGspulSGXWIG~pklz~ksV[I zpunslG~op{lGkhzolkGspulSG[IG~pklzYBsV[I zpunslG€lssv~GBROKEN spulSG[IG~pklz~zsVY[I zpunslG~op{lGzvspkGspulSGY[IG~pklLIMITS OF CONCRETE SIDEWALK, REF DETAIL SHEETSLIMITS OF STANDARD DUTY ASPHALT PAVING, REF DETAIL SHEETSLIMITS OF STANDARD DUTY CONCRETE PAVING, REF DETAIL SHEETSh mpylG hwwhyh{|zG hjjlzzG yvhkG z{lujpspunG MG mpylG shulG zpnuG puz{hssh{pvuG G Oz{hukhykkl{hpsG XG O~p{ov|{G z{lujpsPPG wlyG shyptlyG jv|u{€G |yihuG hylhG z{yll{G z{hukhykzSkyh~punGX[X`i hylhGz{ypwlkGh{Gz€zsV[IGh{G[\¶GgGYNTWIGvUjUj NNlp{NNGwh}ltlu{GthyrpunSGylmGIhyyv~Gwh}ltlu{GthyrpunIGkl{hpsUGzllGkl{hpsGzoll{Uk hyyv~Gwh}ltlu{GthyrpunzG{€wpjhsSGGzllGwshuGmvyG{€wlUGzllGkl{hpsGzoll{Ul lu{lyGwh}ltlu{GthyrpunG~p{oGhyyv~SGzllGkl{hpsGzoll{Um {yhuzmvytlyG~p{oGivsshykGwyv{lj{pvuSGylmUG|{psp{€GwshuUn jvujyl{lGj|yiGhukGn|{{lySGylmGkl{hpsGzoll{Uo ZWNNŸZWNNGyXTXGNNz{vwNNGzpnuUp NNz{vwNNGwh}ltlu{GthyrpunSGzllGkl{hpsGzoll{Uq mpylGhjjlzzGyvhkGzpnuGOz{hukhykGmpylGshulGzpnuGkl{hpsPGwlyGshyptlyGjv|u{€G|yihuhylhGz{yll{Gz{hukhykzSGkyh~punGX[X_r ZWNNŸZWNNGy\TXGNNkvGuv{Glu{lyNNGzpnus m|lsGjhuvw€SGylmGhyjoGwshuzUt |uklynyv|ukGz{vyhnlG{hurzUGylmUGhyjoGwshuzUu |uklynyv|ukG}lu{GwpwpunGmyvtG|uklynyv|ukGz{vyhnlG{hurSGylmUGhyjoGwshuzUv hkhGyhtwGpuGzpkl~hsrSGylmGkl{hpsGzoll{zw shukzjhwlGhylhUGzllGshukzjhwlGwshuzUx z{hukhykGk|{€Ghzwohs{Gwh}punSGzllGkl{hpsGzoll{zUy z{hukhykGk|{€Gjvujyl{lGwh}punSGzllGkl{hpsGzoll{zUz sptp{zGvmGhyjop{lj{|yhsGjvujyl{lSGylmGhyjoGwshuzU{ kv~uGzwv|{zGTGO{€wGylmGtlwGwshuzPU| hjjlzzpislGVG}huGhjjlzzpislGwhyrpunGzpnuSGzllGkl{hpsGzoll{zU} iprlGyhjrSGIjshzzpjGiprlG|GyhjrIGOpuTnyv|ukGtv|u{PGi€Gj€jslzhmlGvyGhwwyv}lkGlx|hsU~ hjjlzzpislGyhtwGpuGzpkl~hsrUGzllGkl{hpsGzoll{U jvujyl{lGzpkl~hsrGOzllGzplG{opzGzoll{PUGzllGkl{hpsGzoll{U€ jyvzz~hsrGthyrpunUGzllG~pk{oGpukpjh{lkGh{Gz€tivsUGzllGkl{hpsGzoll{U YNŸ\NGkl{lj{hislG~hyupunSGhytvyT{pslGvyGhwwyv}lkGlx|hshh lpz{punG{vGylthpuii lpz{punG{vGilGylsvjh{lkjj wvpu{GvmGylsvjh{pvukk w|ssGivSGylmGzoll{Gj_GTG|{psp{€Gwshull m|lsGzwpssGjvu{hputlu{G}lu{GwpwlSGylmGzoll{Gj^GTGkyhpuhnlGwshumm uvGwhyrpunGhu€G{ptlGzpnuGkl{hpsGwlyGshyptlyGjv|u{€G|yihuGhylhGz{yll{Gz{hukhykzSkyh~punGX[WYiDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-SP.dwg LAST SAVED BY: JOEPERKINSSITEGpumvyth{pvuPROPOSED SITE AREAYXSYWW·GzmGOWU[\GhjylzPTOTAL PAVEMENT DEMOX`S\XY·GzmTOTAL PAVEMENT REPLACEDX`SXXX·GzmLANDSCAPE DEMOW·GzmLANDSCAPE ADDED358± SFZONINGGpumvyth{pvuJURISDICTIONamvy{GjvsspuzSGjvsvyhkvACCESSORS PARCEL NUMBER 9601117001EXISTING ZONINGaoTjGOohytvu€GjvyypkvyGkpz{ypj{PPROPOSED ZONING:oTjGOohytvu€GjvyypkvyGkpz{ypj{PMINIMUM PARCEL SIZEN/AEXISTING PARCEL SIZE520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKET P.U.D.)MINIMUM PARCEL WIDTH90'EXISTING PARCEL WIDTH 550± FT MINEXISTING LOT COVERAGE TBDPROPOSED LOT COVERAGE TBDMAX. BUILDING HEIGHT ALLOWED:]Gz{vyplzPROPOSED BUILDING HEIGHT:zpunslGz{vy€GXWNTXWIGOrpvzrPGTGX^NT\IGOjhuvw€PEXISTING SAM'S CLUB:130,383± SFKIOSK FLOOR AREA: 200± SFCANOPY FLOOR AREA: 3594± SFSETBACKS:i|pskpun:myvu{G€hykaGuVhzpklG€hykaGuVhylhyG€hykaGuVhshukzjhwl:myvu{G€hykaGN/AzpklG€hykaGuVhylhyG€hykaGuVhPROJECT INFORMATIONwyvqlj{GuhtlaSAM'S CLUB FUEL STATION ADDITIONwyvqlj{Ghkkylzza[^WWGivhyk~hsrGkyp}lmvy{GjvsspuzSGjvsvyhkvwyvqlj{Gklzjypw{pvuaGAS STATION ADDITION ON EXISTING SAM'S CLUB SITESAM'S CLUB PARKING INFORMATIONwhyrpunGylx|pylkaYGzwhjlGVGXSWWWGzmGOtpuPGi|pskpunGzwhjl[GzwhjlGVGXSWWWGzmGOthPGi|pskpunGzwhjllpz{punGwhyrpuna z{hukhykaG545hjjlzzpislaGXY{v{hsGwhyrpunaG557 (4.27/1,000)TOTAL PARKING AFTERCONSTRUCTION:z{hukhykaG471hjjlzzpislaG13 (9 REQUIRED){v{hsGwhyrpunaG[_[GOY]YGtpuGTG\Y[GthGylx|pylkP3.71 SPACES / 1,000 SF BUILDING SPACE (2/1,000 MIN - 4/1,000 MAX REQ'D)BICYCLE PARKING REQUIRED:1 SPACE PER 4,000 SF BUILDING SPACEBICYCLE PARKING PROVIDED:2Know what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'LIMITS OF ARCHITECTURAL CONCRETE, REF ARCH PLANSOVERALL SHOPPING CENTER PARKING INFORMATIONwhyrpunGylx|pylkaYGzwhjlGVGXSWWWGzxGm{GOtpuPGi|pskpunGzwhjl[GzwhjlGVGXSWWWGzxGm{GOthPGi|pskpunGzwhjl{v{hsGi|pskpunGzxGhylhGOwvz{Gjvuz{y|j{pvuPZ`YS[Y^·GzxGm{TOTAL PARKING (POST CONSTRUCTION)XS_`ZGzwhjlz[U_YGzwhjlzGVGXSWWWGzxGm{EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXX KIOSK200± SFFFE 5000.05DO NOT ENTERDO NOT ENTERS2''WUGEUGEUGE UGE UGE UGE UGE UGEUGE UGEJT JT JT JT JT JT JT JT 3/4''W3/4''W3/4''WUGE3/4''W6''SS6''SS6''SS6''SS6''SSOSVALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020' 30' 40'SCALE IN FEETNot to ScaleNot to ScaleSITEshukzjhwlGylx|pyltlu{zhylhylx|pyltlu{ylx|pylkwyv}pklkSTREET TREESz{yll{G{yllzGzohssGvjj|yGpuG{olGhkqvpupunz{yll{Gypno{TvmT~h€uVhGG{olGzp{lGkvlzGuv{GhkqvpuGhu€z{yll{Gypno{TvmT~h€zLANDSCAPE AREATREATMENTLANDSCAPE AREAS SHALL INCLUDE ALL AREAS ONTHE SITE THAT ARE NOT COVERED BY BUILDINGS,STRUCTURES, PAVING OR IMPERVIOUS SURFACEwyv}pklkPARKING LOTPERIMETERLANDSCAPETREES SHALL BE PROVIDED AT A RATIO OF 1 TREEPER 25 LF ALONG A PUBLIC STREET AND 1 TREE PER40 LF ALONG A SIDE LOT LINE PARKING SETBACKAREAuVhGG{olGzp{lGkvlzGuv{GhkqvpuGhu€w|ispjGz{yll{Gypno{TvmT~h€zUEXISTING TREESPRESERVED ALONGPERIMETER OF PARKINGLOTPARKING LOTINTERIORLANDSCAPING6% OF THE INTERIOR PARKING LOT SHALL BELANDSCAPE AREAS25,324 SF OF PARKING LOT x 6% =1,519 SF OF LANDSCAPE REQUIRED1,580 SF PROVIDED1 TREE SHALL BE PLANTED PER 150 SF OF REQUIREDINTERIOR LANDSCAPE AREA. 1 OR MORE CANOPYTREES SHALL BE LOCATED IN EACH LANDSCAPEISLAND1580 SF / 150 = 10 TREES REQUIRED10 PROPOSED TREESPROVIDEDTREES QTYBOTANICAL / COMMON NAMECONT CALDETAILNOTES5GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` / SHADEMASTER LOCUSTB & B3"CAL 50A USE TREE WRAP5QUERCUS MACROCARPA / BURR OAKB & B3"CAL 50ASHRUBS QTYBOTANICAL / COMMON NAMESIZEDETAILINSTALL HT24JUNIPERUS CHINENSIS `ARMSTRONGII` / ARMSTRONG JUNIPER5 GAL 50B20RIBES ALPINUM / ALPINE CURRANT5 GAL 50B64SCHIZACHYRIUM SCOPARIUM `ALDOUS` / ALDOUS LITTLE BLUESTEM5 GAL 50BPLANT SCHEDULE1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE – FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAFDENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALLTREES SHALL BE BALL AND BURLAP OR EQUIVALENT.2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH ANAUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATERUTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATICPOP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATICDRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THEIRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMSTO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKSIRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF ABUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTIONPROCESS.3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FORLATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THESOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THANEIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OFAT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOILAMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OFOCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVEBEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN AMANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHERINSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROWACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANYBUILDING IN SUCH PHASE.6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINALPLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITEDETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULARMAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE,PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACEDPERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITHTHE REQUIREMENTS OF THESE PLANS.8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES4 FEET BETWEEN TREES AND GAS LINES9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC3.2.1(D)(2)(a).10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORTCOLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OREASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCESWITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORMDRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OFLANDSCAPE ELEMENTS ON THIS PLAN.12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANTAVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OFCONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGESOF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.GENERAL LANDSCAPE NOTESPLANTREE WRAPBACKFILL MIXWHITE FLAGGING (TYP.)8" 2-PLY RUBBER HOSE8' STEEL TEE POST- 3 REQUIRED AT 120°4 INCHES MULCHUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)TREE PLANTINGN.T.S.12"6"REMOVE BURLAP & ROPE FROMTOP 1/3 OF THE BALLDOUBLE STRAND 12 GAUGE WIRECOVERED W/2-PLY RUBBER HOSEPAINTED FLUORESCENT ORANGE2'(MIN.)12"UNDISTURBED SUBSOILBACKFILL MIX6"SHRUB PLANTINGN.T.S.WEED MAT (ONLY IF SHRUB ISWITHIN A PLANTING BED)4 INCHES MULCH (SEELANDSCAPE NOTES FORTYPE OF MULCH)IF SHRUB IS B & B, THENREMOVE BURLAP & ROPEFROM TOP 1/3 OF BALL1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTEDUNLESS NOTED ON THESE PLANS FOR REMOVAL.2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORISTOR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BEPERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OFORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK ORONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILLWITHIN THE FENCED TREE PROTECTION ZONE.5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGEAND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THELIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYAND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROMSTAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BEACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGERDISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THECHART BELOW:9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREESENSURING NO ACTIVE NESTS IN THE AREA.TREE PROTECTION NOTESTree Diameter at Breast Height (inches)Auger Distance From Face of Tree (feet)0-2 13-4 25-9510-141015-1912Over 1915MULCH QTYTYPE1462SFMULCH TO MATCH MULCH COLOR AND TYPE USED ON EXISTINGSAM'S CLUB PROPERTYRIGHT OF WAY LINESTORM DRAINTYPICAL PLANTING WITH QUANTITY AND KEY(SEE PLANT LIST)PROPOSED LEGENDLANDSCAPE NOTES77A EXISTING TREE TO REMAIN (REFER TO TREE PROTECTION NOTES)77B TREE PROTECTION FENCE (REFER TO TREE PROTECTION NOTES)77C EXISTING LANDSCAPE AREA TO REMAIN, ANY AREA DAMAGED DURING CONSTRUCTION SHALL BE RESTORED/REPLACED BY CONTRACTOR.DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKSKnow what's7/16/20207/16/2020 KIOSK200± SFFFE 5000.05DO NOT ENTERDO NOT ENTERS2''WUGEUGEUGE UGE UGE UGE UGE UGEUGE UGEJT JT JT JT JT JT JT JT 3/4''W3/4''W3/4''WUGE3/4''WS6''SS6''SS6''SS6''SSOSVALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020' 30' 40'SCALE IN FEETNot to ScaleNot to ScaleSITEWATER BUDGET CHARTHYDROZONEAREA (SF)WATER NEEDS(GALLON/SF)ANNUAL WATERUSE (GALLONS)HIGH0180MODERATE0100LOW146234386VERY LOW000TOTAL1462 AVG: 365.5 4386LOW HYDROZONEHYDROZONE LEGENDDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKSKnow what's7/16/20207/16/2020 KIOSK200± SFFFE 5000.05S2''WUGEUGEUGE UGE UGE UGE UGE UGEJTJT JT JT JT JT3/4''W3/4''W3/4''WUGE3/4''W6''SS6''SSOSVIRRIGATION EQUIPMENT TO BE LOCATEDINSIDE BUILDING. SEE BUILDING PLANSFOR LOCATION.MBFMS8.1611"1.5921"IRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVE1.5" IRRIGATION MAINLINECRFALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020' 30' 40'SCALE IN FEETNot to ScaleNot to ScaleSITEDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKSKnow what'sGENERAL IRRIGATION NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECTSPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTORIS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TOBEGINNING WORK.3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR OF ANY DISCREPANCIES IN PLANS ORSPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK.4. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THELANDSCAPE ARCHITECT OR LICENSED IRRIGATOR.5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THERESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENTREGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS.6. CONTRACTOR IS TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALLNOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWERTHAN THE DESIGN WATER PRESSURE OF 65 PSI.7. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED PER LOCALREQUIREMENTS.8. ANY EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICALROOT ZONE OF ANY TREE.9. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATIONCONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER.10. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERSREPRESENTATIVE.11. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING MANUAL DRAIN VALVES AT LOWEST POSSIBLE ELEVATION ONIRRIGATION MAIN SO AS TO PROVIDE POSITIVE DRAINAGE OF IRRIGATION MAIN DURING WINTER MONTHS, OR PROVIDEBLOWOUT ASSEMBLY.12. ALL LATERAL LINES SHALL BE EQUIPPED WITH AUTOMATIC DRAIN VALVES AT LOW POINTS.13. IRRIGATION CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION WITH GENERAL CONTRACTOR. GENERAL CONTRACTORSHALL PROVIDE (2) 1" ELECTRICAL CONDUITS FOR IRRIGATION CONTRACTOR'S POWER/DATA CONNECTION TO CONTROLLER.SEE ARCHITECTURAL ELECTRICAL PLAN FOR ELECTRICAL CONNECTION TO THE IRRIGATION CONTROLLER. IRRIGATIONCONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM WITH GENERAL CONTRACTOR AND LANDSCAPECONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.14. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ONTHESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN INTHE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OFUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.15. ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER WIRE CONNECTION DETAIL.16. DO NOT INSTALL IRRIGATION AT PYLON / MONUMENT SIGN LOCATION UNTIL SIGN HAS BEEN INSTALLED.17. LOCATION FOR IRRIGATION SYSTEM AS SHOWN IS FOR DRAWING PURPOSES ONLY. UNSLEEVED PIPES MAY BE SHOWN INPAVEMENT AREAS FOR CLARITY ONLY. INSTALL THESE PIPES IN ADJACENT LANDSCAPE AREAS WHERE NECESSARY.CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF PROPOSEDIRRIGATION SYSTEM. ALL PROPOSED IRRIGATION LINES AND EQUIPMENT SHALL BE INSTALLED WITHIN THE BOUNDARIES OFTHE PROJECT SITE. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF THE DESIGN AS SHOWN ISNOT ACHIEVABLE.18. MINIMUM COVER FROM TOP OF PIPING TO FINISHED GRADE SHALL BE AS PER DETAIL 64A.19. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TOPROVIDE COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINORADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER.20. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, SUPPORTED BY BRICKS IF NEEDED, WITH 3" OF CLEAN PEA GRAVELLOCATED BELOW THE VALVE.21. ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALLLATERAL LINE PIPING UNDER PAVING SHALL BE PVC SHEDULE 40 AND SHALL BE INSTALLED PRIOR TO ANY HARDSCAPEMATERIAL. IRRIGATION CONTRACTOR TO PROVIDE SLEEVES BETWEEN 12" AND 15" BELOW GRADE AT ALL DRIVE ENTRANCESAND SIDEWALKS. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED.CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES.22.IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES,LOCATION OF FENCES, RETAINING WALLS, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMSDAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION ANDINSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING AND TIMING, ETC. REFERTO CIVIL ENGINEERING PLANS FOR GRADING, METHODS OF DRAINAGE, IRRIGATION METERS, AND BACKFLOW PREVENTIONDEVICE LOCATION.23. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED, SHALL BE INSTALLED AS PER MANUFACTURER'SRECOMMENDATIONS, DETAILS AND SPECIFICATIONS. ACCEPTABLE MANUFACTURERS INCLUDE RAINBIRD, HUNTER, TORO, ORNETAFIM24. ANY DRIP SYSTEM PIPING IN PLANTING BEDS IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREEFORM MANNER(AVOIDING OBJECTS SUCH AS LIGHT POLES, TRANSFORMERS PADS, EQUIPMENT VAULTS, SUBSURFACE ROCK TOO LARGE TOREMOVE, ETC...) AS LONG AS ALL PLANT MATERIAL RECEIVES THE PROPER NUMBER OF EMITTERS PER SCHEDULE AND THEVINYL DISTRIBUTION TUBING DOES NOT EXCEED THE MAXIMUM DESIGN LENGTHS PER MANUFACTURER'SRECOMMENDATIONS.25. UNLESS OTHERWISE REQUIRED, BACKFLOW PREVENTION DEVICES LESS THAN 2" SHALL BE PLACED IN A WIRE MESH BASKETENCLOSURE AND PAINTED TO MATCH THE PRIMARY BUILDING COLORS. SEE CIVIL PLANS FOR LOCATION.26. ALL JOINTS AND BENDS 2" OR LARGER SHALL HAVE CONCRETE THRUST BLOCKING. THRUST BLOCKING SHALL BE A MINIMUMOF 1 CUBIC FOOT OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. SEE DETAIL 31C FOR THRUST BLOCKING.27. CONTRACTOR WILL PROVIDE OWNER WITH A COMPLETE AND REPRODUCIBLE DRAWING OR IRRIGATION SYSTEM LAYOUT AS ITWAS INSTALLED. DRAWING SHOULD INCLUDE, BUT NOT BE LIMITED TO, LOCATIONS OF ZONES VALVES, MAIN, LATERAL ANDDISTRIBUTION LINES, SLEEVES, WATER METER, BACKFLOW PREVENTION DEVICE, SENSORS AND CONTROLLER.28. ALL LATERAL LINE SIZING SHALL REFER TO PIPE SCHEDULE ON THIS PLAN.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD XCZ-100-PRB-COMWIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALLVALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSIQUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM.2TREE DRIP RING2 DRIP RINGS USING 12" EMITTER SPACING @ .9 GPH. 12" SPACING FROMTRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING.10AREA TO RECEIVE DRIPLINERAIN BIRD XFD-09-18XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPHEMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XFINSERT FITTINGS.974.9 L.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYSHUT OFF VALVE1RAIN BIRD PESB 1"1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FORRELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.1RAIN BIRD PESB 1"1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FORRELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.1WATTS 009 1"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD ESP8LXMEF8 STATION CAPABLE COMMERCIAL CONTROLLER. MOUNTED ON A PLASTICWALL MOUNT. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES1RAIN BIRD SMRT-YSOIL MOISTURE SENSOR KIT. 24VAC @ 50/60 HZ. OPERATING TEMPERATURE:-4 DEGREES F TO 158 DEGREES F. SURVIVAL TEMPERATURE: -40 DEGREES F TO185 DEGREES F. UL, CUL, C-TICK CERTIFICATIONS.1RAIN BIRD WR2-RFCWIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1 RECEIVER AND 1RAIN/FREEZE SENSOR TRANSMITTER.1WATER METER 3/4"1IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21812.2 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 40327.6 L.F.PIPE SLEEVE: PVC SCHEDULE 40317.5 L.F.BFCMSRFM#"#Valve NumberValve SizeValve FlowValve Callout#IRRIGATION SCHEDULEWIRE CONNECTIONN.T.S.CRIMP SLEEVE USERECOMMENDED TOOLBODYFILL WITH SEALANTCAPRUN WIRING BENEATH AND BESIDEMAINLINE. TAPE AND BUNDLE AT 10-FOOTINTERVALS.NOTES:ALL SOLVENT WELD PLASTIC PIPING TOBE SNAKED IN TRENCH AS SHOWN.TIE A 24-INCH LOOP IN ALL WIRING AT CHANGESOF DIRECTION OF 30° OR GREATER. UNTIEAFTER ALL CONNECTIONS HAVE BEEN MADE.MAINLINE, LATERAL,AND WIRING IN THESAME TRENCHLATERALPIPESECTION VIEWMAINLINEPIPEWIRE W/O CONDUITCONDUITWIRING INIRRIGATION PIPEAND WIRE TRENCHINGN.T.S.1. ALL LATERAL LINES SHALL BE SDR-13.5 PVC PIPE. ALL MAIN LINES SHALL BE SDR-21 PVC PIPE.2. SLEEVES BELOW ALL HARDSCAPE ELEMENTS SHALL BE SCH. 40 PVC AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.3. ALL LATERAL LINES SHALL BE BURIED NO LESS THAN 18" DEEP. ALL MAIN LINES AND ELECTRICAL LINES SHALL BE NO LESS THAN 24" DEEP.PVC EXHAUST HEADERPVC SCH 40 TEE OR EL (TYPICAL)BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL)FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFD FLUSH POINT"PERIMETER OF AREAPERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROMPERIMETER OF AREAON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFD DRIPLINE NON-POTABLE: XFDP DRIPLINEPVC SUPPLY HEADERPVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVEKIT (SIZED TO MEET LATERAL FLOW DEMAND)PVC SCH 40 RISER PIPE9NOTES:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES INELEVATION. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE TABLE BELOW.XFD Dripline Maximum Lateral Lengths (Feet)2-3"MULCHDRIP MANIFOLDBURIAL DEPTHINSET AINSET AON-SURFACE DRIP IRRIGATION N.T.S.(EMT6-M101)RAIN BUG EMITTERRAINBIRD MULTI-OUTLET EMITTER TUBINGCLASS 200 PVCSWING JOINTPVC ELL AND STREET ELL(LENGTH AS REQUIRED)SCHEDULE 80 NIPPLEEMITTER BOXFINISH GRADEMULTI-OUTLET EMITTERN.T.S.ON OPPOSITE EDGES OF THE TREE SAUCER.EDGES OF THE ROOT BALL, AND 2 OUTLETS LOCATEDPLANTREE SAUCERON PLAN WITH 2 OUTLETS LOCATED ON OPPOSITEALL EMITTER TUBING SHALL BE PLACED AS SHOWNLATERAL LINEW/ BUG CAP (TYP.)W/ BUG CAP (TYP.)DRIP LINEROOT BALLIN BOXMULTI-OUTLET EMITTERSHOWN ON PLANLATERAL LINEEMITTER TUBING7/16/20207/16/2020 FORT COLLINS, COEXISTING HPS LUMINARIES ONLYUNVERIFIED MOUNTING HEIGHTSTARGET: 5.00 fc AVG 3.00 fc MIN FUEL STATIONEXISTING AND RELOCATED POLE LOCATIONSLuminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens BUG Rating 24 A SINGLE 0.864 CRUS-SC-LED-LW-CW MTD @ 15'87.9 10871 B3-U0-G1 3 (E) D BACK-BACK 0.700 (E) (2) 400S ON (E) POLE 936 59864 B5-U0-G3 2 (E) S SINGLE 0.700 (E) 400S ON (E) POLE 468 29932 B5-U0-G3 Calculation Summary Illuminance Foot-candles Label Avg Max Min Max/Min Fuel Station 5.38 8.97 1.53 5.86 Limited 3.42 5.02 1.25 4.02 Main parking 3.99 6.21 1.48 4.20 2.58 3.71 5.03 5.79 6.63 7.14 7.25 6.94 6.30 5.66 4.25 3.02 3.64 5.83 7.54 8.52 8.78 8.97 8.89 7.59 5.52 3.44 6.50 4.55 6.36 7.82 8.45 8.37 7.16 5.59 5.61 2.54 3.99 5.00 5.23 5.33 5.61 6.04 6.48 6.27 5.22 4.10 1.53 2.21 2.79 3.06 2.83 3.08 4.00 4.31 4.42 4.05 3.74 1.33 1.96 2.57 3.01 2.83 3.06 3.87 4.29 4.35 3.83 3.39 1.35 2.07 2.93 3.21 3.60 3.55 3.89 4.35 4.54 4.49 3.92 3.13 1.36 2.33 3.10 3.99 4.14 4.09 4.30 4.68 5.01 4.35 3.67 2.72 1.35 2.17 3.24 4.02 4.45 4.89 5.02 4.84 4.64 4.12 3.11 2.24 1.26 2.03 3.14 3.81 4.70 3.99 4.09 4.92 4.19 3.61 2.53 1.76 1.25 2.01 3.10 3.81 4.65 4.30 4.35 4.77 4.02 3.35 2.29 1.52 4.43 3.97 3.05 2.34 1.75 1.48 1.50 1.83 2.24 2.41 2.52 2.29 4.65 4.46 3.64 3.08 2.54 2.22 2.22 2.62 2.89 3.22 3.02 2.88 4.89 4.80 4.56 4.11 3.38 3.02 3.04 3.39 3.87 3.95 3.59 3.48 4.55 4.85 5.02 4.67 4.55 4.21 4.22 4.62 4.59 4.61 4.16 3.65 3.87 4.55 4.79 5.16 4.92 4.78 4.83 5.13 5.40 5.02 4.34 3.74 3.00 3.71 4.48 5.02 5.39 5.81 5.95 5.78 5.58 5.21 4.29 3.37 2.42 3.28 4.40 5.00 5.81 4.48 4.62 6.21 5.70 5.14 4.10 3.21 DIFFERENT THAN SITE LIGHTING ASSOCIATED WITH THE STORE PARKING LOT. VERIFY AVAILABLE VOLTAGE PRIOR TO SHIPPING. NOTE: VOLTAGE FOR THE FUEL STATION SITE LIGHTING PACKAGE MAY BE RELOCATE TWO (E) D TO NEW LOCATIONS INDICATED. RECOMMEND ALLOWING MIN VALUES BELOW REQUIRED LEVELS AS-IS. CAN BE CORRECTED UNDER FUTURE LED UPGRADE OF SITE LIGHTING. E Fuel Station Limited Main parking Fuel Station PHOTOMETRIC PLAN LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 1/4 Rev. 10/19/20 SPEC.1020.A.0420 Catalog #:Project: Date:Type:Prepared By: Scottsdale® Legacy (CRUS) LED Canopy Luminaire FEATURES & SPECIFICATIONS Construction • Features a ultra-slim 11/16” profile die-cast housing, with flat clear tempered glass lens. Unit is water-resistant, sealed and IP66 rated. Integral designed heat sink does not trap dirt and grime, ensuring cool running performance over the life of the fixture. • Standard color is white and is finished with LSI’s DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. • Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal fatigue and failure. Optical System • Features an array of select, mid-power, high brightness, high efficiency LED; 3000K, 4000K, 5000K color temperature, 80 CRI (nominal). • Choice of Symmetric or Asymmetric distribution. Asymmetric provides a wider distribution pattern. • Six Lumen Packages: 5,000, 9,000, 10,000, 13,000, 18,000 and 22,000 Lumens. Electrical • High performance factory programmable driver features over-voltage, under voltage, short-circuit and over temperature protection with integral 6kV surge protection that meets IEEE C62.41.2 and ANSI C82.77-5 Location Category C Low standards. Custom lumen and wattage packages available. • Additional field replaceable 10kV surge protection device that meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2) is standard. • Driver components are fully encased in potting for moisture resistance. Complies with IEC and FCC standards. 0-10 V dimming supplied standard with all drive currents. • Die-cast aluminum, wet location rated driver/electrical enclosure is elevated above canopy deck to prevent water entry, provide easy “knock-out” connection of primary wiring and acts as the primary heatsink ensuring cool operation of internal components for longer life. Seals to optical housing via one-piece molded silicone gasket. • Universal voltage power supply, 120-277 VAC, 50/60 HZ and 347-480 VAC, 50/60 HZ input. • -40°C to 55°C (-40°F to 131°F) ambient operating temperature. (Varies based on lumen package and mounting style see performance data for specifics.) • Minimum 60,000 to 100,000 hours depending upon the ambient temperature of the installation location (see performance data for specifics.) Hazardous Location • Designed for lighter than air fuel applications. Product is suitable for Class 1 Divisions 2 only when properly installed per LSI installation instructions. See lsicorp.com for specific guidance. Not available on SLW. Installation • One-person installation. • Installs in a 12” or 16” deck pan. Deck penetration consists of a 4” hole, simplifying installation and water sealing. Unit is designed to quickly retrofit into existing Scottsdale (4”) hole as well as openings for Encore and Encore Top Access and to reconnect wiring for the SC/ECTA without having to relocate the conduit. • Retro panels are available for existing Encores as well as kits for recessed and 2x2 installations (see separate spec sheets). Support brackets are provided standard, to prevent sagging of deck. Warranty • LSI LED fixtures carry a 5-year warranty (contact your LSI representative for extended warranty options.) Listings • UL and ETL listed to UL 1598, UL 8750 and other U.S. and International safety standards. Suitable for wet locations. • DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights. org/QPL to confirm which versions are qualified. • Meets Buy American Act requirements. • IDA compliant with 3000K or lower color temperature. OVERVIEW Lumen Package 5,000 - 22,000 Wattage Range 38 - 152 Efficacy Range (LPW)114 -156 Weight lbs(kg)23 (10.4) QUICK LINKS Ordering Guide Performance Photometrics Dimensions IP66 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 2/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) ORDERING GUIDE Back to Quick Links Prefix Distribution Light Source Drive Current Color Temp Input Voltage Finish Options CRUS - LED Canopy Luminaire SC - Symmetric AC1 - Asymmetric LED SLW - Super Low Watt VLW - Very Low Watt LW - Low Watt SS - Super Saver HO - High Output VHO - Very High Output Custom Lumen Packages3 50 - 5,000K 40 - 4,000K 30 - 3,000K UE - Universal Voltage (120 - 277V) HV - High Voltage 347 - 480V WHT - White BRZ - Bronze BLK - Black HL2 - Hazardous Location TYPICAL ORDER EXAMPLE:CRUS SC LED SS 50 UE WHT FOOTNOTES: 1. AC distribution utilizes a reflector which alters the look from a standard SC distribution. 2. Not available on SLW. PERFORMANCE Back to Quick Links Recommended Lumen Maintenance1 CRUS VHO Ambient Temp C Initial 2 25k hr 2 50k hr 2 75k hr 3 100k hr 3 0 C 102%97%92%88%84% 10 C 102%97%92%88%84% 20 C 102%97%92%88%84% 25 C 102%97%92%88%84% 30 C 102%97%92%88%84% 40 C 101%95%90%85%80% 50 C 101%94%89%83%78% OPERATING TEMPERATURE LUMEN PACKAGE MOUNTING Max VHO Metal/Wood Canopy 45 C HO Metal/Wood Canopy 45 C SS Metal/Wood Canopy 55 C Recommended Lumen Maintenance1 CRUS SS Ambient Temp C Initial 2 25k hr 2 50k hr 2 75k hr 3 100k hr 3 0 C 102%97%92%88%84% 10 C 102%97%92%88%84% 20 C 102%97%92%88%84% 25 C 102%97%92%88%84% 30 C 102%97%92%88%84% 40 C 102%97%92%88%84% 50 C 101%95%91%86%82% DELIVERED LUMENS Lumen Package Distribution 3000K CCT 4000K CCT 5000K CCT WattageDelivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating VHO SC 21301 140 B4-U0-G2 21835 144 B4-U0-G2 22697 150 B4-U0-G2 152AC17355114 B3-U0-G3 17799 117 B3-U0-G3 18502 122 B3-U0-G3 HO SC 17889 143 B3-U0-G1 18346 146 B3-U0-G2 19071 152 B4-U0-G2 125AC14582116 B3-U0-G2 14955 119 B3-U0-G2 15546 124 B3-U0-G2 SS SC 13113 141 B3-U0-G1 13449 144 B3-U0-G1 13980 150 B3-U0-G1 93AC11468123 B3-U0-G2 11761 126 B3-U0-G2 12226 131 B3-U0-G2 LW SC 10457 144 B3-U0-G1 10724 148 B3-U0-G1 11148 154 B3-U0-G1 73AC9145126 B2-U0-G2 9379 129 B2-U0-G2 9749 134 B2-U0-G2 VLW SC 8783 146 B3-U0-G1 9008 149 B3-U0-G1 9364 155 B3-U0-G1 60AC7681127 B2-U0-G1 7878 131 B2-U0-G1 8189 136 B2-U0-G1 SLW SC 5585 146 B2-U0-G1 5728 150 B2-U0-G1 5954 156 B2-U0-G1 38AC4884128 B1-U0-G1 5009 131 B1-U0-G1 5207 136 B1-U0-G1 ELECTRICAL DATA (AMPS) Lumen Package Wattage 120V 208V 240V 277V 347V 480V VHO 152 1.27 0.73 0.64 0.55 0.44 0.32 HO 124 1.03 0.6 0.52 0.45 0.36 0.26 SS 92 0.77 0.44 0.38 0.33 0.27 0.19 LW 72 0.6 0.35 0.3 0.26 0.21 0.15 VLW 60 0.5 0.29 0.25 0.22 0.17 0.13 SLW 38 0.32 0.18 0.16 0.14 0.11 0.08 *LEDs are frequently updated therefore values are nominal. *Electrical data at 25C (77F). Actual wattage may differ by +/-10%. FOOTNOTES: 1 - Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. 2 - In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on Accessory Ordering Information (Accessories are field installed) Description Order Number Description Order Number Retrofit Panels - EC / ECTA / SCF to CRUS, for 16” Deck Panel 525946 Retrofit RIC Cover Panel Blank (no holes)354702 Retrofit Panels - ECTA / SCF to CRUS, for 12” Deck Panel 530281 Kit - Hole Plugs and Silicone (enough for 25 retrofits)1 1320540 Retrofit 2x2 Cover Panel Blank (no holes) 357282 1 - Consists of (25) 7/8” hole plugs, (100) 5/16” hole plugs and (1) tube of RTV time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing (DUT) i.e. the packaged LED). 3 - In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times NA LM-80-08 total test duration (in hours) for the device under testing (DUT) i.e. the packaged LED). 3. Custom lumen and wattage packages available consult factory. Values are within industry standard toler- ances but not DLC listed. LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 3/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) Back to Quick Links Luminaire photometry has been conducted by an accredited testing laboratory in accordance with IESNA LM-79-08. As specified by IESNA LM-79-08 the entire luminaire is tested as the source resulting in a luminaire efficiency of 100%. See http://www.lsi-industries.com/products/led-lighting-solutions.aspx for detailed photometric data. PHOTOMETRICS LUMINAIRE DATA Type 5 Distribution Description 5000 Kelvin, 80 CRI Delivered Lumens 13,980 Watts 93 Efficacy 150 IES Type Type VS - Very Short BUG Rating B3-U0-G1 LUMINAIRE DATA Type 3 Distribution Description 5000 Kelvin, 80 CRI Delivered Lumens 12,226 Watts 93 Efficacy 131 IES Type Type III, Very Short BUG Rating B3-U0-G2 Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30°)3654.2 26% Medium (30-60°) 7541.2 54% High (60-80°)2641.4 19% Very High (80-90°) 143.2 1% Uplight (90-180°) 0 0% Total Flux 13980 100% Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30°)3240.3 27% Medium (30-60°) 6245.5 51% High (60-80°)2594.6 21% Very High (80-90°) 146.1 1% Uplight (90-180°) 0 0% Total Flux 12227 100% CRUS-SC-SS-50 CRUS-SC-SS-50 ISO FOOTCANDLE ISO FOOTCANDLE POLAR CURVE POLAR CURVE .5 1 2 5 1125 2251 3376 4501 1 2 15’ Mounting Height/15’ Grid Spacing 5 FC 2 FC 1 FC .5 FC .5 1 2 5 1325 2649 3974 5298 1 2 15’ Mounting Height/15’ Grid Spacing 5 FC 2 FC 1 FC .5 FC LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 4/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) PRODUCT DIMENSIONS Back to Quick Links 7 1/8”(181 mm) 11/16”(17 mm)15 11/16” (399 mm)15 11/16” (399 mm) 15 11/16”(399 mm)10 3/4”(273 mm) Prepared for SAM’S CLUB Traffic Impact Analysis November 5, 2020 SAM’S CLUB FUEL STATION #6633 T08-2002-00 Fort Collins, Colorado Interim Review Only Document Incomplete: Not intended for permit or construction Engineer: Thomas Duncan, P.E. PTOE. P.E. Serial No. 0044552 Date: November 05, 2020 Walter P. Moore and Associates, Inc. CDORA Firm Registration No. 19991038307 CONTENTS INTRODUCTION ................................................................................................................................. 1 AREA CONDITIONS ............................................................................................................................ 1 Roadways....................................................................................................................................... 2 Intersections .................................................................................................................................. 2 Volumes ......................................................................................................................................... 3 COVID-19 Adjusted Rate ................................................................................................................ 4 PLANNED DEVELOPMENT ................................................................................................................. 6 Site Development .......................................................................................................................... 6 Site Access ..................................................................................................................................... 6 STUDY METHODOLOGY ..................................................................................................................... 7 Traffic Scenarios ............................................................................................................................ 7 Growth Rate .................................................................................................................................. 8 PROJECTED CONDITIONS .................................................................................................................. 8 Trip Generation ............................................................................................................................. 8 Pass-By Trip Reduction .................................................................................................................. 9 Trip Distribution .......................................................................................................................... 10 TRAFFIC ANALYSIS ........................................................................................................................... 16 Existing Conditions ...................................................................................................................... 17 Proposed Conditions (2020) ........................................................................................................ 17 FUTURE Conditions (2040) .......................................................................................................... 18 Level of Service Comparison ....................................................................................................... 24 CONCLUSIONS AND RECOMMENDATIONS ..................................................................................... 25 REFERENCES .................................................................................................................................... 26 TAB ONE: Existing Traffic Volumes TAB TWO: Existing Conditions Capacity Analysis (2020) TAB THREE: Proposed Conditions Capacity Analysis (2020) TAB FOUR: Future Conditions Capacity Analysis (2040) LIST OF FIGURES FIGURE 1: Site Location Map FIGURE 2: Existing Lane Configurations FIGURE 3: Existing AM Peak Hour COVID-19 Adjusted Volumes FIGURE 4: Existing PM Peak Hour COVID-19 Adjusted Volumes FIGURE 5: Proposed Fuel Station Site Access FIGURE 6: Pass-by trips Reduction AM Peak and PM Peak FIGURE 7: Proposed Trip Distribution Percentages FIGURE 8: AM Peak Hour Site Generated Trips FIGURE 9: PM Peak Hour Site Generated Trips FIGURE 10: Proposed Fuel Station Layout FIGURE 11: Proposed Volumes (2020) AM Peak Hour FIGURE 12: Proposed Volumes (2020) PM Peak Hour FIGURE 13: Future Volumes (2040) AM Peak Hour FIGURE 14: Future Volumes (2040) PM Peak Hour LIST OF TABLES TABLE 1: COVID-19 Adjusted Rate TABLE 2: Traffic Volumes Analyzed per Scenario TABLE 3: Trip Generation TABLE 4: Trip Generation Volumes including Trip Reduction TABLE 5: Level of Service Criteria for Signalized Intersections TABLE 6: Level of Service Criteria for Unsignalized Intersections TABLE 7: AM Peak Hour Level of Service Comparison TABLE 8: PM Peak Hour Level of Service Comparison INTRODUCTION As requested by Sam’s Club, Walter P Moore conducted a traffic impact analysis for a new Sam’s Club Fuel station in Fort Collins, Colorado. Also, a queuing analysis was performed at the new Fuel station. The purpose of the study was to determine the potential impacts to traffic operations in the area related to the proposed redevelopment. Transportation and site improvements to mitigate impacts were investigated, if necessary. AREA CONDITIONS The new Sam’s Club Fuel station is located in Fort Collins in the existing Sam’s Club parking lot. The site is bordered by the South Lemay Avenue to the east, East Boardwalk Drive to the west, East Harmony Road to the north, and Oakridge Drive to the south. A site location map showing the general location of the proposed development is provided in Figure 1. Figure 1: General Location of the Proposed Development ROADWAYS The primary roadways in the study area is described in the below. East Harmony Road is an east-west major arterial road with three lanes in each direction and has a divided median in the study section. It provides one access driveway to the study area. Majorly, it delivers traffic to and from South College Avenue (US-287) in the west and I-35 in the east. The posted speed limit is 45 mph. East Boardwalk Drive is a north-south collector road with one lane in each direction and has a marked median in the study section. It provides two access driveways to the study area. It collects traffic from a few Office buildings west of the study area and multiple residential developments south of study area. It connects to East Harmony Road in the north at a signalized intersection. The posted speed limit is 30 mph. South Lemay Avenue is a north-south arterial road with two lanes in each direction and has a median for turn lanes in the study section. It provides one access driveway to the study area. It connects to East Harmony Road in the north at a signalized intersection. The posted speed limit is 40 mph. Oakridge Drive is an east-west collector road with one lane in each direction. It provides one access driveway to the study area. It collects traffic from residential developments south of the study area and connects to South Lemay Avenue in the east at a signalized intersection. The posted speed limit is 25 mph. INTERSECTIONS There are six existing intersections that were analyzed as part of this study. The existing lane configurations is shown in Figure 2. The intersections include: • East Harmony Road and East Boardwalk Drive (signalized) • East Boardwalk Drive and Chase Bank - Driveway 1 (minor street stop control) • East Boardwalk Drive and Miramont Coffee Park - Driveway 2 (minor street stop control) • East Harmony Road and Kohls Driveway - Driveway 3 (minor street stop control) • South Lemay Avenue and Haxton Drive - Driveway 4 (minor street stop control) • Oakridge Drive and Counsil Tree Drive - Driveway 5 (minor street stop control) Figure 2: Existing Lane Configurations VOLUMES Turning movement counts were collected at the intersections in the study area on Wednesday, October 7, 2020. Data was collected from 7:00 - 9:00 AM and 4:00 - 6:00 PM. The analysis showed that the AM peak hour occurred from 8:00 - 9:00 AM and the PM peak hour from 4:30 - 5:30 PM in the study area. COVID-19 ADJUSTED RATE Due to the impact of the new coronavirus (COVID-19) pandemic and new travel patterns, the collected existing traffic counts have been adjusted. Utilizing 2017 turning movement counts performed at East Harmony Road and East Boardwalk Drive intersection, an adjustment factor was calculated. A growth rate of 1.0% was approved by the City and a factor was computed, as shown in Table 1, to grow the counts to 2020. The COVID-19 adjusted rate is 1.07 for AM peak hour and 1.08 for PM peak hour. Table 1: COVID-19 Adjusted Rate Figures 3 and 4 illustrate the existing AM peak hour and PM peak hour volumes after applied COVID-19 adjusted rates at each intersection. Existing traffic counts before COVID-19 adjusted rate can be found under TAB ONE. Year EB WB Average EB WB Average 2017 1145 1372 1857 1830 2020 1129 1288 1730 1782 *Adjusted Rates 1.04 1.10 1.07 1.11 1.06 1.08 East Harmony Road and East Boardwalk Drive *COVID Adjusted Rate =(2017 1-Hour Counts * 1.03)/(2020 1-Hour Counts) AM Peak Hour PM Peak Hour Figure 3: Existing AM Peak Hour COVID-19 Adjusted Volumes Figure 4: Existing PM Peak Hour COVID-19 Adjusted Volumes PLANNED DEVELOPMENT SITE DEVELOPMENT The new Sam’s Club Fuel station has 12 fueling locations, which are six double sided pump stations. SITE ACCESS The new development is majorly accessed via five existing intersections: East Boardwalk Drive and Chase Bank Driveway, East Boardwalk Drive and Miramont Coffee Park Driveway, East Harmony Road and Kohls Driveway, South Lemay Avenue and Haxton Drive, and Oakridge Drive and Counsil Tree Driveway. Figure 5 shows the proposed Fuel station layout and access driveways. Figure 5: Proposed Fuel Station Site Access STUDY METHODOLOGY TRAFFIC SCENARIOS The following traffic scenarios will be analyzed for both peak hours in this study: • Existing 2020 Conditions: Analysis of the existing traffic conditions, utilizing the collected 2020 traffic counts data with COVID-19 adjusted rate. • Proposed 2020 Conditions: Analysis of the background traffic conditions, with added site generated trips from the development of Sam’s Club Fueling station. • Future Scenario - 2040 Conditions: Analysis of the existing traffic grown to 2040 with added site generated trips from the development. Table 2 depicts the traffic volume analyzed per scenario. Table 2: Traffic Volumes Analyzed per Scenario GROWTH RATE To project future traffic conditions, the existing traffic counts were forecasted for the future scenarios. A growth rate of 1.0% was approved by the City and applied to the entire study area. PROJECTED CONDITIONS TRIP GENERATION To complete a Traffic Impact Analysis for the proposed development, the number of trips expected to be generated by the planned facilities must be determined. The number of trips generated by the development during an average weekday, and for weekday peak hours, is based on the land use type and size of the development. Standard rates for Sam’s Club Fuel station (Land Use 944 – Service - Gasoline/Gas Station) from the Institute of Transportation Engineers (ITE) publication, Trip Generation, 10th edition, were used to determine the amount of traffic generated by the development. The average rates were used to estimate trips generated during the AM Peak Hour and PM Peak Hour in accordance with the City Traffic Impact Study Guidelines. The average trip generation rates with the directional distribution are presented in Table 3. Table 3: Trip Generation Conditions and Year Traffic Volumes Analyzed Existing 2020 • Existing 2020 COVID adjusted counts • 2020 COVID adjusted counts • site generated trips from development • 2020 COVID adjusted counts • Background traffic growth • trip generated from development Proposed 2020 Future 2040 Average Total % enter Enter % exit Exit Average Total % enter Enter % exit Exit Sam's Club 944 Service - Gasoline/Gas Station 12 Vehicle Fueling Positions Average Rate 10.28 123 50%62 50%62 14.03 168 50%84 50%84 New Development Trip Generation Development ITE Code Trip Generation Land Use Size Unit ITE Rec. Method AM Peak Hour PM Peak Hour Buildout-2020 PASS-BY TRIP REDUCTION Not all trips to the Sam’s Club Fuel Station (Land Use – 944) are simply to that destination and returning (primary trips); some trips may be as a result of passing by or deliberately diverting to the gas station while travelling to another destination such as the existing Sam’s Club store. These trips are called pass-by trips and should be reduced from the newly generated trips. Therefore, to account for the pass-by trip reduction the ITE Trip Generation handbook 10th Edition was utilized. The handbook provides a methodology that estimates the pass-by trips for different land uses and provided in Figure 6. Figure 6: Pass-by trips Reduction AM Peak and PM Peak Once calculated, the pass-by trips are then subtracted from the trip generation. It was estimated that the number of pass-by trips was 47 for the AM peak hour and 74 for the PM peak hour. Table 4 shows a summary of the trips generated by the proposed development in the study area after the pass-by trip reduction. Table 4: Trip Generation Volumes including Trip Reduction TRIP DISTRIBUTION After determining the number of trips generated by the proposed development, the trips were distributed among roadways accessing the site using a combination of existing and expected travel patterns. This process involves examining the roadways and the expected travel patterns between the site and other trip ends, based on available routes in the study area. All traffic assignments were made over the most reasonable routes for each direction. Figures 7 illustrates the proposed trip distribution for the development. Figure 7: Proposed Trip Distribution Percentages Figures 8 and 9 illustrate the site generated trips volumes for the AM and PM peak hours in 2020. Figure 8: AM Peak Hour Site Generated Trips Figure 9: PM Peak Hour Site Generated Trips QUEUING ANALYSIS AT FUEL STATION A simplified queuing analysis was performed at the Fuel Station for the north to south one-way circulation of the vehicles, as shown in Figure 10. To determine a queue length, a constant arrival rate is assumed within the study hour. Preference of arriving vehicles is assumed to be indifferent to the pumps and vehicles were served on the basis of first-come first-served. ARRIVAL RATE Arrival rate is determined based on the trips attracted by the new Fuel Station. From Table 3, the PM peak hour volume of 84 vehicles was used for the analysis. With 12-pumps, the arrival rate becomes 7 vehicles per hour per pump or approximately 8.5 minutes of inter-arrival time. SERVICE RATE The average service rate at each service pump was determined by engineering judgement and observations made at a typical Sam’s Club Fuel Station. At the Sam’s Club fuel station, vehicles do not occupy the service pump after fueling up in contrast to at a retail gas station with convenience store. Therefore, time spent by a vehicle was measured to get the average service rate per hour per service pump. The average service time was found to be 6 minutes. QUEUE LENGTH ANALYSIS From Figure 10, six bays are available for vehicles to queue before fueling at the pump. Therefore, at each bay, there is a capacity of two vehicles when both the pumps are occupied. Such a queuing can be formulated as a single-channel, multiple-server G/G/c/K, where G represents a constant hourly distribution of inter-arrival time as well as service time, c = 2 servers, and K = 2, capacity of the queue. Thus, analyzing the inter-arrival time and the service time, there should not be spill-over at the new Fuel station resulting in a queue. Figure 10: Proposed Fuel Station Layout TRAFFIC ANALYSIS After developing the projected turning movement volumes for the AM and PM peak hours, capacity analyses were performed for existing conditions, background conditions, and proposed conditions. Intersection operations were analyzed using Synchro 10.0, software developed to automate procedures found in the Highway Capacity Manual. Results of the existing and proposed conditions analyses were compared to determine the impact of the proposed redevelopment on the surrounding roadways. Results of the capacity analyses are reported in standard level of service (LOS) format, with the most favorable conditions being designated as LOS A and the poorest conditions indicated by LOS F. Intersection level of service is based on the amount of delay that each vehicle encounters at a given intersection. The level of service criteria for signalized intersections, along with a brief description of the conditions experienced for each level of service grade, can be seen in Table 5. The level of service criteria for unsignalized intersections can be seen in Table 6. Table 5: Level of Service Criteria for Signalized Intersections Level of Service Stopped Delay (seconds/vehicle) Description A ≤ 10 At a single intersection most vehicles do not stop at all. When linked with other signals, vehicles progress through intersections without stopping. B > 10 and ≤ 20 At a single intersection some vehicles stop before getting a green signal. When linked with other signals, some cars may have to stop but most progress through the intersection without stopping. C > 20 and ≤ 35 At a single intersection, a significant number of vehicles must stop and wait for a green signal. Some vehicles may have to wait through one full signal cycle before being able to move through the intersection. D > 35 and ≤ 55 At this level, congestion is noticeable. Many vehicles have to stop while waiting for a green signal. A noticeable number of vehicles have to wait through one full cycle before being able to continue through the intersection. E > 55 and ≤ 80 At this level, almost all vehicles have to wait through one or more full signal cycles before moving through the intersection. When linked with other signals, progression is slow. F > 80 At this level, the number of vehicles entering the intersection exceeds its capacity. Vehicles have to wait through multiple full signal cycles before moving through the intersection. Table 6: Level of Service Criteria for Unsignalized Intersections Level of Service Avg. Total Delay (seconds/vehicle) Description A ≤ 10 At most, one vehicle is waiting to move through the intersection when the driver reaches the stop sign. Most often, the driver pulls up to the stop sign and is immediately free to proceed through the intersection. B > 10 and ≤ 15 When the driver reaches the intersection, one or two vehicles are in front of him. Once those vehicles proceed through the intersection, the driver is able to continue without opposition. C > 15 and ≤ 25 At this level, several vehicles may be in front of the driver at a two-way stop-controlled intersection. At an all-way stop-controlled intersection, there may be two or more vehicles at each approach that the driver has to wait for before getting his turn. D > 25 and ≤ 35 At this level, there are at least four vehicles in front of the driver and several vehicles at the other approaches. Also, for two-way stop-controlled conditions, the volume of traffic on the uncontrolled street may be high. E > 35 and ≤ 50 When the driver reaches the intersection, there are between five and eight vehicles in front of him and many vehicles at the other approaches that must also proceed through the intersection before the driver may continue. F > 50 At this level, the driver must wait for eight to ten cars at his approach to move through the intersection along with at least five vehicles at the other approaches. This level can also occur at two-way stop-controlled intersections when the uncontrolled street has such a high volume that no gaps are available in the traffic stream for the vehicles at the cross street to continue. Transportation agencies generally consider operations at or above LOS C to be acceptable. In more dense areas, operations at or above LOS D may also be considered acceptable during peak traffic hours. EXISTING CONDITIONS For the analysis of existing conditions, existing traffic count data adjusted for COVID-19 along with current traffic signal timings obtained from the City of Fort Collins were used. Existing AM peak hour and PM peak hour volumes can be seen in Figures 3 and 4. Existing conditions capacity analyses can be found under TAB TWO. PROPOSED CONDITIONS (2020) For the analysis of the proposed conditions, existing traffic plus the proposed traffic volumes along with current traffic signal timings obtained from the City of Fort Collins were used. Proposed AM peak hour and PM peak hour volumes can be seen in Figures 11 and 12. Proposed conditions capacity analyses can be found under TAB THREE. FUTURE CONDITIONS (2040) For the analysis of the future conditions, the existing traffic volumes with added site generated trips grown to 2040 were used. Future 2040 AM peak hour and PM peak hour volumes can be seen in Figures 13 and 14. Future 2040 conditions capacity analyses can be found under TAB FOUR. A comparison of existing, proposed and future AM and PM peak hour level of service and delay can be found in Table 7 and Table 8. Figure 11: Proposed 2020 AM Peak Hour Volumes Figure 12: Proposed 2020 PM Peak Hour Volumes Figure 13: Future 2040 AM Peak Hour Volumes Figure 14: Future 2040 PM Peak Hour Volumes Table 7: AM Peak Hour Level of Service Comparison Left Thru Right Left Thru Right Left Thru Right Left Thru Right A B A A B A D D D D D D B 7.4 12.7 8.3 7.5 12.6 9.5 41.8 51.4 46.3 41.8 50.0 46.0 17.1 A B A A B A D D D D D D B 7.5 12.8 8.9 7.5 12.6 9.5 41.8 52.1 46.3 41.7 50.3 46.3 17.3 B B A B B B D D D D D D B 10.4 16.0 9.9 11.0 16.0 10.9 41.6 50.2 44.6 41.6 48.7 44.7 19.6 B A A A A 14.7 9.7 7.8 7.8 2.2 C A A A A 15.3 9.7 7.8 7.8 2.5 C B A A A 18.6 10.1 8.0 8.0 2.7 B B A A A A 12.5 10.2 7.7 0.0 7.7 1.4 B B A A A 12.5 10.9 7.7 7.7 1.5 B B A A A 14.0 11.5 7.8 7.8 1.6 C A 16.8 0.1 C A 16.9 0.1 C A 20.6 0.1 D A C A A A 28.5 9.9 15.2 8.6 9.3 1.8 D A C A A A 30.1 9.9 15.4 8.7 9.3 2.0 F B C A B A 54.6 10.4 20.9 9.1 10.0 3.0 A A A B A 7.4 7.5 9.7 10.9 3.0 A A A B A 7.4 7.5 9.7 11.0 3.1 A A B B A 7.6 7.6 10.1 11.8 3.2 Analysis Period AM Peak Hour Level of Service (delay in seconds per vehicle) by Approach and Movement Eastbound Westbound Northbound Southbound Intersection Proposed 2040 E Harmony Rd and E Boardwalk Dr Existing 2020 Proposed 2020 Proposed 2040 E Boardwalk Dr and Chase Bank - Driveway 1 Existing 2020 Proposed 2020 Proposed 2040 E Boardwalk Dr and Miramont Coffee Park - Driveway 2 Existing 2020 Proposed 2020 Proposed 2040 E Harmony Rd and Kohls Driveway - Driveway 3 Existing 2020 Proposed 2020 Proposed 2040 S Lemay Ave and Haxton Dr - Driveway 4 Existing 2020 Proposed 2020 Proposed 2040 Oakridge Dr and Counsil Tree Dr - Driveway 5 Existing 2020 Proposed 2020 Table 8: PM Peak Hour Level of Service Comparison Left Thru Right Left Thru Right Left Thru Right Left Thru Right E D B E D B D D D E E D D 55.3 42.8 17.7 69.8 36.4 18.7 47.1 53.2 44.4 56.0 61.0 43.9 40.5 E D B E D B D D D E E D D 55.3 43.5 17.9 69.8 36.9 18.9 48.4 53.4 44.3 56.2 62.0 43.8 41.0 E F B F F C F E D F E D F 56.3 127.6 19.2 95.1 108.7 21.8 92.5 56.5 43.2 113.9 75.9 43.0 96.7 F D B A A B 111.3 33.1 12.5 8.1 8.6 10.7 F E B A A B 138.9 35.5 12.7 8.1 8.6 12.6 F F C A A E 708.0 62.2 15.1 8.4 9.2 48.3 C B A A A 18.8 12.7 8.2 7.8 3.0 C B A A A 18.9 13.2 8.2 7.8 3.1 D C A A A 27.1 15.7 8.4 8.0 4.0 E A 46.9 0.9 E A 49.0 0.9 F A 148.1 2.8 F B B B A E 378.9 11.7 14.2 11.2 9.3 26.5 F B B B A E 448.7 11.8 14.3 11.7 9.3 32.7 F B C B A F 1460.0 13.2 20.8 13.3 10.0 103.3 A A B B A 7.6 7.5 10.1 11.5 2.8 A A B B A 7.6 7.5 10.1 11.8 3.0 A A B B A 7.7 7.6 10.8 13.1 3.3 Proposed 2020 Proposed 2040 Oakridge Dr and Counsil Tree Dr - Driveway 5 Existing 2020 Proposed 2020 Proposed 2040 E Harmony Rd and Kohls Driveway - Driveway 3 Existing 2020 Proposed 2020 Proposed 2040 S Lemay Ave and Haxton Dr - Driveway 4 Existing 2020 Proposed 2020 Proposed 2040 E Boardwalk Dr and Miramont Coffee Park - Driveway 2 Existing 2020 Proposed 2020 Proposed 2040 E Harmony Rd and E Boardwalk Dr Existing 2020 Proposed 2020 Proposed 2040 E Boardwalk Dr and Chase Bank - Driveway 1 Existing 2020 Analysis Period AM Peak Hour Level of Service (delay in seconds per vehicle) by Approach and Movement Eastbound Westbound Northbound Southbound Intersection LEVEL OF SERVICE COMPARISON As can be seen in the Tables 7 and 8, there is minimal impact to the delay and level of service of the study intersections due to the additional site traffic. However, if the background traffic continues to grow at the anticipated rate, some of the intersections will continue to experience higher delays. The following is a summary of findings at the impacted intersection based on the analysis conducted as part of this traffic impact analysis: 1.East Harmony Road and East Boardwalk Drive o In 2020 proposed conditions, the level of service remains at LOS D or better during AM and PM peak hours. This LOS is acceptable; therefore, mitigations were not investigated. o In 2040 proposed conditions, the level of service drops to LOS F during PM peak hour, which is expected with 20 years of traffic growth. Therefore, mitigations were not investigated. 2.East Boardwalk Drive and Chase Bank Drive – Driveway 1 o In 2020 proposed conditions, the level of service remains at LOS B or better during AM and PM peak hours. This LOS is acceptable; therefore, mitigations were not investigated. o In 2040 proposed conditions, the level of service drops to LOS E during PM peak hour, which is expected with 20 years of traffic growth. Therefore, mitigations were not investigated. 3.South Lemay Avenue and Haxton Drive – Driveway 4 o In 2020 proposed conditions, the level of service remains at LOS E or better during AM and PM peak hours. This change is minimal; therefore, mitigations were not investigated. o In 2040 proposed conditions, the level of service drops to LOS F, which is expected with 20 years of traffic growth. Therefore, mitigations were not investigated. November 5, 2020 Traffic Impact Analysis SAM’S CLUB FUEL STATION #6633 Page 25 of 26 CONCLUSIONS AND RECOMMENDATIONS As requested by Sam’s Club, Walter P Moore conducted a traffic impact analysis for the new Sam’s Club Fuel Station in Fort Collins, Colorado. Also, a queuing analysis was performed at the new Fuel station. The purpose of the study was to determine the potential impacts to traffic operations in the area related to the proposed redevelopment. Transportation and site improvements to mitigate impacts were investigated, if necessary. Based on this traffic impact analysis for the proposed Sam’s Club Fuel Station, all intersections will be minimally impacted. After full build-out, all intersections in the proposed AM and PM peak hours operate at the same LOS before the proposed development therefore, no mitigation is recommended due to the new development. REFERENCES Online Transportation Information System (OTIS). Colorado Department of Transportation: https://dtdapps.coloradodot.info/otis Trip Generation Manual, 10th Edition. Institute of Transportation Engineers, Washington, D.C., 2020. TABON Tab One Existing Traffic Volumes All Traffic Data Services 1 E BOARDWALK DR & E HARMONY RD AM Wednesday, October 7, 2020 Peak Hour 08:00 AM - 09:00 AM Peak 15-Minutes 08:45 AM - 09:00 AM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 7:00 AM 0 3 168 11 0 0 2 160 25 0 0 18 7 5 0 0 26 5 4 0 434 2,425 7:15 AM 0 11 232 18 0 0 4 186 50 0 0 13 13 11 0 0 21 6 9 0 574 2,738 7:30 AM 0 6 254 19 0 0 7 225 52 0 0 26 18 9 0 0 41 11 9 0 677 2,847 7:45 AM 0 9 285 26 0 0 21 227 68 0 0 22 22 12 0 0 19 20 9 0 740 2,829 8:00 AM 0 15 251 26 0 0 23 242 74 0 0 27 18 10 0 0 27 19 15 0 747 2,863 8:15 AM 0 6 244 36 0 0 9 220 61 0 0 28 19 9 0 0 29 13 9 0 683 0 8:30 AM 0 8 213 31 0 0 11 236 50 0 0 31 12 16 0 0 23 13 15 0 659 0 8:45 AM 0 10 246 43 0 0 17 271 74 0 0 26 20 12 0 0 29 16 10 0 774 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 1 7 0 0 0 0 9 0 0 0 0 0 0 0 0 2 0 0 0 19 Lights 0 38 931 134 0 0 60 931 257 0 0 111 68 47 0 0 106 61 44 0 2,788 Mediums 0 0 16 2 0 0 0 29 2 0 0 1 1 0 0 0 0 0 5 0 56 Total 0 39 954 136 0 0 60 969 259 0 0 112 69 47 0 0 108 61 49 0 2,863 Bicycles on Crosswalk 1 Heavy Vehicle Percentage 2.6% Heavy Vehicle Percentage 0.0% 2.6% 2.4% 1.5% 0.0% 0.0% 0.0% 3.9% 0.8% 0.0% 0.0% 0.9% 1.4% 0.0% 0.0% 0.0% 1.9% 0.0% 10.2% 0.0% 2.6% Peak Hour Factor (PHF)0.92 Peak Hour Factor (PHF)0.00 0.68 0.91 0.79 0.00 0.00 0.70 0.89 0.88 0.00 0.00 0.90 0.88 0.73 0.00 0.00 0.71 0.81 0.82 0.00 0.92 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 7:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 3 7:15 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 0 0 1 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 0 0 8 7:45 AM 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 6 8:00 AM 0 1 1 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 0 0 6 8:15 AM 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0 1 0 0 0 9 8:30 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 7:00 AM 0 3 166 9 0 0 2 156 23 0 0 17 7 5 0 0 24 5 3 0 420 7:15 AM 0 10 229 17 0 0 4 176 49 0 0 13 12 10 0 0 21 6 9 0 556 7:30 AM 0 6 249 19 0 0 7 217 51 0 0 26 18 9 0 0 41 11 9 0 663 7:45 AM 0 9 278 26 0 0 21 220 68 0 0 22 22 11 0 0 19 19 9 0 724 8:00 AM 0 14 243 25 0 0 23 232 73 0 0 26 17 10 0 0 26 19 13 0 721 8:15 AM 0 6 236 36 0 0 9 208 60 0 0 28 19 9 0 0 28 13 9 0 661 8:30 AM 0 8 207 30 0 0 11 228 50 0 0 31 12 16 0 0 23 13 12 0 641 8:45 AM 0 10 245 43 0 0 17 263 74 0 0 26 20 12 0 0 29 16 10 0 765 Mediums 7:00 AM 0 0 2 2 0 0 0 3 2 0 0 0 0 0 0 0 2 0 0 0 11 7:15 AM 0 1 3 1 0 0 0 9 0 0 0 0 1 1 0 0 0 0 0 0 16 7:30 AM 0 0 4 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 6 7:45 AM 0 0 6 0 0 0 0 3 0 0 0 0 0 1 0 0 0 0 0 0 10 8:00 AM 0 0 7 1 0 0 0 7 1 0 0 1 1 0 0 0 0 0 2 0 20 8:15 AM 0 0 4 0 0 0 0 8 1 0 0 0 0 0 0 0 0 0 0 0 13 8:30 AM 0 0 4 1 0 0 0 6 0 0 0 0 0 0 0 0 0 0 3 0 14 8:45 AM 0 0 1 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 9 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 2 0 2 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 0 1 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 1 0 1 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 1 1 0 0 0 0 2 2 8:30 AM 1 0 1 0 0 0 0 0 0 0 0 0 8:45 AM 1 0 1 0 0 0 0 0 0 0 1 1 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound E HARMONY RD E HARMONY RD E BOARDWALK DR E BOARDWALK DR Eastbound Westbound Northbound Southbound 1 0 0 0 2.3%3.1%0.9%3.2% 0.92 0.89 0.97 0.91 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 1 E BOARDWALK DR & E HARMONY RD PM Wednesday, October 7, 2020 Peak Hour 04:30 PM - 05:30 PM Peak 15-Minutes 05:00 PM - 05:15 PM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 4:00 PM 0 6 294 57 0 1 27 314 73 0 0 58 31 20 0 0 63 32 10 0 986 4,284 4:15 PM 2 12 383 59 0 0 20 390 96 0 0 59 37 17 0 0 51 33 18 0 1,177 4,493 4:30 PM 0 9 334 58 0 0 17 325 68 0 0 51 43 15 0 0 74 54 16 0 1,064 4,494 4:45 PM 1 18 359 60 0 0 16 305 72 0 0 56 33 25 0 0 56 39 17 0 1,057 4,456 5:00 PM 0 11 358 65 0 0 16 386 82 0 0 73 42 18 0 0 77 46 21 0 1,195 4,376 5:15 PM 0 14 374 69 0 0 26 378 91 0 0 52 25 31 0 0 65 38 15 0 1,178 0 5:30 PM 0 12 329 64 0 0 17 300 77 0 0 65 44 21 0 0 56 28 13 0 1,026 0 5:45 PM 0 8 321 43 0 1 20 332 76 0 0 47 22 16 0 0 42 36 13 0 977 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 7 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 13 Lights 1 51 1,409 252 0 0 75 1,382 313 0 0 232 143 89 0 0 272 177 69 0 4,465 Mediums 0 1 9 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 16 Total 1 52 1,425 252 0 0 75 1,394 313 0 0 232 143 89 0 0 272 177 69 0 4,494 Bicycles on Crosswalk 2 Heavy Vehicle Percentage 0.6% Heavy Vehicle Percentage 0.0% 1.9% 1.1% 0.0% 0.0% 0.0% 0.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.6% Peak Hour Factor (PHF)0.94 Peak Hour Factor (PHF)0.38 0.76 0.94 0.93 0.00 0.25 0.74 0.90 0.90 0.00 0.00 0.84 0.90 0.77 0.00 0.00 0.88 0.82 0.86 0.00 0.94 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 4:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:15 PM 0 0 2 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 5 4:30 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 4:45 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 2 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 6 5:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 5:45 PM 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 4 Lights 4:00 PM 0 6 289 55 0 1 27 310 73 0 0 58 31 20 0 0 63 32 10 0 975 4:15 PM 2 12 379 59 0 0 20 387 95 0 0 59 36 17 0 0 51 33 18 0 1168 4:30 PM 0 9 330 58 0 0 17 323 68 0 0 51 43 15 0 0 74 54 16 0 1058 4:45 PM 1 18 355 60 0 0 16 304 72 0 0 56 33 25 0 0 56 39 17 0 1052 5:00 PM 0 10 355 65 0 0 16 380 82 0 0 73 42 18 0 0 77 46 21 0 1185 5:15 PM 0 14 369 69 0 0 26 375 91 0 0 52 25 31 0 0 65 38 15 0 1170 5:30 PM 0 12 327 63 0 0 17 297 77 0 0 65 44 21 0 0 56 28 13 0 1020 5:45 PM 0 8 318 43 0 1 20 330 75 0 0 47 21 16 0 0 42 35 13 0 969 Mediums 4:00 PM 0 0 3 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 9 4:15 PM 0 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 4 4:30 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 4:45 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 1 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 5:15 PM 0 0 4 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 7 5:30 PM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 4 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 1 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 1 1 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 1 0 1 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 2 0 2 0 0 0 0 1 1 0 0 0 5:45 PM 0 0 0 0 1 1 1 0 1 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 1 1 2 0 0 0 0 0 0 0 0 0 4:15 PM 0 1 1 0 1 1 0 1 1 1 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 1 1 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 5:30 PM 0 0 0 2 0 2 0 0 0 1 0 1 5:45 PM 0 0 0 0 1 1 0 0 0 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound E HARMONY RD E HARMONY RD E BOARDWALK DR E BOARDWALK DR Eastbound Westbound Northbound Southbound 0 1 1 0 1.0%0.7%0.0%0.0% 0.95 0.91 0.91 0.90 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 4 E BOARDWALK DR & CHASE BANK AM Wednesday, October 7, 2020 Peak Hour 08:00 AM - 09:00 AM Peak 15-Minutes 08:00 AM - 08:15 AM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 7:00 AM 0 0 0 2 0 0 0 0 6 0 0 1 22 0 0 0 1 17 1 0 50 342 7:15 AM 0 1 0 0 0 0 0 0 1 0 0 0 41 0 0 0 3 24 3 0 73 426 7:30 AM 0 4 0 1 0 0 0 1 2 0 0 2 48 0 0 0 3 28 6 0 95 470 7:45 AM 0 5 0 3 0 0 0 0 4 0 0 2 42 1 0 0 9 53 5 0 124 494 8:00 AM 0 7 0 3 0 0 0 0 4 0 0 9 43 0 0 0 8 39 21 0 134 498 8:15 AM 0 2 0 1 0 0 0 0 7 0 0 8 46 3 0 0 4 42 4 0 117 0 8:30 AM 0 2 1 0 0 0 0 0 9 0 0 2 47 0 0 0 11 40 7 0 119 0 8:45 AM 0 5 0 0 0 0 0 0 12 0 0 0 39 0 0 0 15 48 9 0 128 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Lights 0 16 1 4 0 0 0 0 31 0 0 19 173 3 0 0 37 167 41 0 492 Mediums 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 2 0 0 5 Total 0 16 1 4 0 0 0 0 32 0 0 19 175 3 0 0 38 169 41 0 498 Bicycles on Crosswalk 0 Heavy Vehicle Percentage 1.2% Heavy Vehicle Percentage 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3.1% 0.0% 0.0% 0.0% 1.1% 0.0% 0.0% 0.0% 2.6% 1.2% 0.0% 0.0% 1.2% Peak Hour Factor (PHF)0.93 Peak Hour Factor (PHF)0.00 0.64 0.25 0.67 0.00 0.00 0.00 0.25 0.67 0.00 0.00 0.58 0.93 0.33 0.00 0.00 0.63 0.82 0.49 0.00 0.93 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 7:00 AM 0 0 0 2 0 0 0 0 6 0 0 1 22 0 0 0 1 15 1 0 48 7:15 AM 0 1 0 0 0 0 0 0 1 0 0 0 39 0 0 0 3 23 3 0 70 7:30 AM 0 4 0 1 0 0 0 1 2 0 0 2 48 0 0 0 3 28 6 0 95 7:45 AM 0 5 0 3 0 0 0 0 4 0 0 2 41 1 0 0 9 52 4 0 121 8:00 AM 0 7 0 3 0 0 0 0 4 0 0 9 41 0 0 0 8 37 21 0 130 8:15 AM 0 2 0 1 0 0 0 0 7 0 0 8 46 3 0 0 4 42 4 0 117 8:30 AM 0 2 1 0 0 0 0 0 9 0 0 2 47 0 0 0 10 40 7 0 118 8:45 AM 0 5 0 0 0 0 0 0 11 0 0 0 39 0 0 0 15 48 9 0 127 Mediums 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 3 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 3 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 8:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 1 0 1 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 0 1 0 0 0 1 0 1 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound SAMS DRIVEWAY #1 CHASE BANK E BOARDWALK DR E BOARDWALK DR Eastbound Westbound Northbound Southbound 0 0 0 0 0.0%3.1%1.0%1.2% 0.65 0.67 0.89 0.86 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 4 E BOARDWALK DR & CHASE BANK PM Wednesday, October 7, 2020 Peak Hour 04:45 PM - 05:45 PM Peak 15-Minutes 05:00 PM - 05:15 PM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 4:00 PM 0 10 0 2 0 0 1 0 37 0 0 0 49 3 0 0 24 72 14 0 212 929 4:15 PM 0 10 0 2 0 0 4 2 41 0 0 1 67 1 0 0 43 60 9 0 240 988 4:30 PM 0 5 1 4 0 0 1 0 39 0 0 2 54 2 0 0 23 92 10 0 233 989 4:45 PM 0 11 1 3 0 0 1 1 45 0 0 1 61 4 0 0 40 67 9 0 244 997 5:00 PM 0 12 2 4 0 0 2 0 41 0 0 2 74 2 0 0 36 92 4 0 271 932 5:15 PM 0 15 0 2 0 0 4 0 38 0 0 1 55 1 0 0 42 79 4 0 241 0 5:30 PM 0 9 0 0 0 0 3 0 50 0 0 1 70 3 0 0 47 53 5 0 241 0 5:45 PM 0 0 0 0 0 0 1 0 39 0 0 0 45 3 0 0 44 44 3 0 179 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 47 3 9 0 0 10 1 174 0 0 5 259 10 0 0 165 291 22 0 996 Mediums 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 47 3 9 0 0 10 1 174 0 0 5 260 10 0 0 165 291 22 0 997 Bicycles on Crosswalk 3 Heavy Vehicle Percentage 0.1% Heavy Vehicle Percentage 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% Peak Hour Factor (PHF)0.92 Peak Hour Factor (PHF)0.00 0.78 0.50 0.81 0.00 0.00 0.63 0.38 0.87 0.00 0.00 0.75 0.88 0.63 0.00 0.00 0.90 0.90 0.75 0.00 0.92 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 10 0 2 0 0 1 0 37 0 0 0 49 3 0 0 24 70 14 0 210 4:15 PM 0 10 0 2 0 0 4 2 41 0 0 1 65 1 0 0 43 60 9 0 238 4:30 PM 0 5 1 4 0 0 1 0 39 0 0 2 54 2 0 0 23 92 10 0 233 4:45 PM 0 11 1 3 0 0 1 1 45 0 0 1 61 4 0 0 40 67 9 0 244 5:00 PM 0 12 2 4 0 0 2 0 41 0 0 2 74 2 0 0 36 92 4 0 271 5:15 PM 0 15 0 2 0 0 4 0 38 0 0 1 55 1 0 0 42 79 4 0 241 5:30 PM 0 9 0 0 0 0 3 0 50 0 0 1 69 3 0 0 47 53 5 0 240 5:45 PM 0 0 0 0 0 0 1 0 39 0 0 0 44 3 0 0 44 43 3 0 177 Mediums 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 5:30 PM 1 1 2 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 0 1 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 2 0 2 0 0 0 0 0 0 5:45 PM 0 0 0 0 1 1 0 0 0 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound SAMS DRIVEWAY #1 CHASE BANK E BOARDWALK DR E BOARDWALK DR Eastbound Westbound Northbound Southbound 3 0 0 0 0.0%0.0%0.4%0.0% 0.83 0.87 0.88 0.94 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 5 E BOARDWALK DR & MIRAMONT OFFICE PARK AM Wednesday, October 7, 2020 Peak Hour 07:45 AM - 08:45 AM Peak 15-Minutes 07:45 AM - 08:00 AM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 7:00 AM 0 1 0 0 0 0 0 0 1 0 0 0 22 1 0 0 1 14 1 0 41 296 7:15 AM 0 3 0 1 0 0 0 0 1 0 0 1 37 0 0 0 0 18 7 0 68 354 7:30 AM 0 2 0 0 0 0 0 0 1 0 0 2 46 0 0 0 0 22 7 0 80 380 7:45 AM 0 7 0 0 0 0 1 0 2 0 0 4 41 7 0 0 2 37 6 0 107 390 8:00 AM 0 6 0 1 0 0 0 0 2 0 0 2 43 0 0 0 4 32 9 0 99 378 8:15 AM 0 7 0 0 0 0 0 0 0 0 0 2 42 0 0 0 1 31 11 0 94 0 8:30 AM 0 6 0 0 0 0 0 0 0 0 0 0 42 1 0 0 2 29 10 0 90 0 8:45 AM 0 1 0 2 0 0 0 0 1 0 0 3 37 4 0 0 4 39 4 0 95 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 1 0 0 3 Lights 0 26 0 1 0 0 1 0 3 0 0 8 166 8 0 0 9 126 36 0 384 Mediums 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 3 Total 0 26 0 1 0 0 1 0 4 0 0 8 168 8 0 0 9 129 36 0 390 Bicycles on Crosswalk 0 Heavy Vehicle Percentage 1.5% Heavy Vehicle Percentage 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 25.0% 0.0% 0.0% 0.0% 1.2% 0.0% 0.0% 0.0% 0.0% 2.3% 0.0% 0.0% 1.5% Peak Hour Factor (PHF)0.91 Peak Hour Factor (PHF)0.00 0.93 0.00 0.38 0.00 0.00 0.25 0.00 0.75 0.00 0.00 0.63 0.93 0.29 0.00 0.00 0.69 0.84 0.82 0.00 0.91 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 7:00 AM 0 1 0 0 0 0 0 0 1 0 0 0 21 1 0 0 1 12 1 0 38 7:15 AM 0 3 0 1 0 0 0 0 1 0 0 1 35 0 0 0 0 17 7 0 65 7:30 AM 0 2 0 0 0 0 0 0 1 0 0 2 46 0 0 0 0 22 7 0 80 7:45 AM 0 7 0 0 0 0 1 0 2 0 0 4 40 7 0 0 2 36 6 0 105 8:00 AM 0 6 0 1 0 0 0 0 1 0 0 2 42 0 0 0 4 30 9 0 95 8:15 AM 0 7 0 0 0 0 0 0 0 0 0 2 42 0 0 0 1 31 11 0 94 8:30 AM 0 6 0 0 0 0 0 0 0 0 0 0 42 1 0 0 2 29 10 0 90 8:45 AM 0 1 0 2 0 0 0 0 1 0 0 3 37 4 0 0 4 39 4 0 95 Mediums 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 3 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 7:15 AM 0 0 0 2 0 2 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 2 2 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 2 0 2 0 0 0 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound SAMS DRIVEWAY #2 MIRAMONT OFFICE PARK E BOARDWALK DR E BOARDWALK DR Eastbound Westbound Northbound Southbound 0 0 0 0 0.0%20.0%1.1%1.7% 0.96 0.58 0.91 0.94 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 5 E BOARDWALK DR & MIRAMONT OFFICE PARK PM Wednesday, October 7, 2020 Peak Hour 04:30 PM - 05:30 PM Peak 15-Minutes 05:00 PM - 05:15 PM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 4:00 PM 0 7 1 2 0 0 1 0 4 0 0 4 38 4 0 0 5 64 6 0 136 593 4:15 PM 0 5 0 2 0 0 3 0 11 0 0 0 50 7 0 0 8 53 5 0 144 637 4:30 PM 0 9 0 0 0 0 4 0 8 0 0 1 41 2 0 0 11 82 4 0 162 653 4:45 PM 0 10 0 3 0 0 2 1 12 0 0 2 47 2 0 0 4 65 3 0 151 626 5:00 PM 0 15 0 3 0 0 3 0 8 0 0 0 54 4 0 0 8 79 6 0 180 574 5:15 PM 0 8 0 2 0 0 7 0 10 0 0 1 40 0 0 0 7 78 7 0 160 0 5:30 PM 0 12 0 0 0 0 3 0 8 0 0 0 54 0 0 0 5 51 2 0 135 0 5:45 PM 0 7 0 1 0 0 1 0 10 0 0 0 32 2 0 0 9 36 1 0 99 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 42 0 8 0 0 16 1 38 0 0 3 182 8 0 0 30 304 20 0 652 Mediums 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 Total 0 42 0 8 0 0 16 1 38 0 0 4 182 8 0 0 30 304 20 0 653 Bicycles on Crosswalk 1 Heavy Vehicle Percentage 0.2% Heavy Vehicle Percentage 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 25.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.2% Peak Hour Factor (PHF)0.91 Peak Hour Factor (PHF)0.00 0.75 0.25 0.67 0.00 0.00 0.57 0.25 0.81 0.00 0.00 0.44 0.90 0.54 0.00 0.00 0.70 0.93 0.71 0.00 0.91 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 7 1 2 0 0 1 0 4 0 0 4 38 4 0 0 5 62 6 0 134 4:15 PM 0 5 0 2 0 0 3 0 11 0 0 0 50 7 0 0 8 53 5 0 144 4:30 PM 0 9 0 0 0 0 4 0 8 0 0 1 41 2 0 0 11 82 4 0 162 4:45 PM 0 10 0 3 0 0 2 1 12 0 0 1 47 2 0 0 4 65 3 0 150 5:00 PM 0 15 0 3 0 0 3 0 8 0 0 0 54 4 0 0 8 79 6 0 180 5:15 PM 0 8 0 2 0 0 7 0 10 0 0 1 40 0 0 0 7 78 7 0 160 5:30 PM 0 12 0 0 0 0 3 0 8 0 0 0 53 0 0 0 5 51 2 0 134 5:45 PM 0 7 0 1 0 0 1 0 10 0 0 0 32 2 0 0 9 35 1 0 98 Mediums 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 1 1 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 1 0 1 0 0 0 0 0 0 0 0 0 5:15 PM 1 0 1 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 1 1 2 0 0 0 0 0 0 5:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound SAMS DRIVEWAY #2 MIRAMONT OFFICE PARK E BOARDWALK DR E BOARDWALK DR Eastbound Westbound Northbound Southbound 1 0 0 0 0.0%0.0%0.5%0.0% 0.74 0.81 0.91 0.91 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 3 KOHLS DRIVEWAY & E HARMONY RD AM Wednesday, October 7, 2020 Peak Hour 08:00 AM - 09:00 AM Peak 15-Minutes 08:45 AM - 09:00 AM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 7:00 AM 0 0 197 4 0 0 0 196 0 0 0 0 0 0 0 0 0 0 0 0 397 2,105 7:15 AM 0 0 267 1 0 0 0 241 0 0 0 0 0 1 0 0 0 0 0 0 510 2,323 7:30 AM 0 0 305 2 0 0 0 263 0 0 0 0 0 3 0 0 0 0 0 0 573 2,406 7:45 AM 0 0 323 0 0 0 0 301 0 0 0 0 0 1 0 0 0 0 0 0 625 2,395 8:00 AM 0 0 282 4 0 0 0 327 0 0 0 0 0 2 0 0 0 0 0 0 615 2,410 8:15 AM 0 0 278 5 0 0 0 306 0 0 0 0 0 4 0 0 0 0 0 0 593 0 8:30 AM 0 0 268 6 0 0 0 285 0 0 0 0 0 3 0 0 0 0 0 0 562 0 8:45 AM 0 0 281 6 0 0 0 352 0 0 0 0 0 1 0 0 0 0 0 0 640 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 11 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 18 Lights 0 0 1,082 21 0 0 0 1,230 0 0 0 0 0 10 0 0 0 0 0 0 2,343 Mediums 0 0 16 0 0 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 49 Total 0 0 1,109 21 0 0 0 1,270 0 0 0 0 0 10 0 0 0 0 0 0 2,410 Bicycles on Crosswalk 1 Heavy Vehicle Percentage 2.8% Heavy Vehicle Percentage 0.0% 0.0% 2.4% 0.0% 0.0% 0.0% 0.0% 3.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2.8% Peak Hour Factor (PHF)0.94 Peak Hour Factor (PHF)0.00 0.00 0.92 0.88 0.00 0.00 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.94 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 7:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15 AM 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 7:30 AM 0 0 1 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 8 7:45 AM 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 8:00 AM 0 0 4 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 6 8:15 AM 0 0 5 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 8 8:30 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 7:00 AM 0 0 189 4 0 0 0 190 0 0 0 0 0 0 0 0 0 0 0 0 383 7:15 AM 0 0 263 1 0 0 0 230 0 0 0 0 0 1 0 0 0 0 0 0 495 7:30 AM 0 0 300 2 0 0 0 254 0 0 0 0 0 3 0 0 0 0 0 0 559 7:45 AM 0 0 316 0 0 0 0 293 0 0 0 0 0 1 0 0 0 0 0 0 610 8:00 AM 0 0 273 4 0 0 0 314 0 0 0 0 0 2 0 0 0 0 0 0 593 8:15 AM 0 0 268 5 0 0 0 295 0 0 0 0 0 4 0 0 0 0 0 0 572 8:30 AM 0 0 261 6 0 0 0 276 0 0 0 0 0 3 0 0 0 0 0 0 546 8:45 AM 0 0 280 6 0 0 0 345 0 0 0 0 0 1 0 0 0 0 0 0 632 Mediums 7:00 AM 0 0 8 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 13 7:15 AM 0 0 3 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 12 7:30 AM 0 0 4 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 6 7:45 AM 0 0 6 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 10 8:00 AM 0 0 5 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 16 8:15 AM 0 0 5 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 13 8:30 AM 0 0 5 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 12 8:45 AM 0 0 1 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 8 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 1 0 1 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 1 0 1 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 1 1 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound E HARMONY RD E HARMONY RD KOHLS DRIVEWAY KOHLS Eastbound Westbound Northbound Southbound 0 0 1 0 2.4%3.1%0.0%0.0% 0.93 0.90 0.63 0.00 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 3 KOHLS DRIVEWAY & E HARMONY RD PM Wednesday, October 7, 2020 Peak Hour 04:30 PM - 05:30 PM Peak 15-Minutes 05:15 PM - 05:30 PM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 4:00 PM 0 0 360 18 0 0 0 428 0 0 0 0 0 31 0 0 0 0 0 0 837 3,496 4:15 PM 0 0 437 14 0 0 0 477 0 0 0 0 0 23 0 0 0 0 0 0 951 3,603 4:30 PM 0 0 412 17 0 0 0 414 0 0 0 0 0 18 0 0 0 0 0 0 861 3,631 4:45 PM 0 0 419 13 0 0 0 405 0 0 0 0 0 10 0 0 0 0 0 0 847 3,593 5:00 PM 0 0 443 17 0 0 0 463 0 0 0 0 0 21 0 0 0 0 0 0 944 3,571 5:15 PM 0 0 445 28 0 0 0 489 0 0 0 0 0 17 0 0 0 0 0 0 979 0 5:30 PM 0 0 391 14 0 0 0 393 0 0 0 0 0 25 0 0 0 0 0 0 823 0 5:45 PM 0 0 367 16 0 0 0 417 0 0 0 0 0 25 0 0 0 0 0 0 825 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 14 Lights 0 0 1,702 74 0 0 0 1,756 0 0 0 0 0 66 0 0 0 0 0 0 3,598 Mediums 0 0 10 1 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 19 Total 0 0 1,719 75 0 0 0 1,771 0 0 0 0 0 66 0 0 0 0 0 0 3,631 Bicycles on Crosswalk 2 Heavy Vehicle Percentage 0.9% Heavy Vehicle Percentage 0.0% 0.0% 1.0% 1.3% 0.0% 0.0% 0.0% 0.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.9% Peak Hour Factor (PHF)0.93 Peak Hour Factor (PHF)0.00 0.00 0.97 0.67 0.00 0.00 0.00 0.91 0.00 0.00 0.00 0.00 0.00 0.88 0.00 0.00 0.00 0.00 0.00 0.00 0.93 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 4:00 PM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 4:15 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 4:30 PM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 4:45 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 2 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 6 5:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 5:45 PM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 Lights 4:00 PM 0 0 354 18 0 0 0 423 0 0 0 0 0 31 0 0 0 0 0 0 826 4:15 PM 0 0 433 14 0 0 0 474 0 0 0 0 0 23 0 0 0 0 0 0 944 4:30 PM 0 0 408 17 0 0 0 412 0 0 0 0 0 18 0 0 0 0 0 0 855 4:45 PM 0 0 415 13 0 0 0 404 0 0 0 0 0 10 0 0 0 0 0 0 842 5:00 PM 0 0 438 17 0 0 0 456 0 0 0 0 0 21 0 0 0 0 0 0 932 5:15 PM 0 0 441 27 0 0 0 484 0 0 0 0 0 17 0 0 0 0 0 0 969 5:30 PM 0 0 389 14 0 0 0 390 0 0 0 0 0 25 0 0 0 0 0 0 818 5:45 PM 0 0 364 16 0 0 0 414 0 0 0 0 0 25 0 0 0 0 0 0 819 Mediums 4:00 PM 0 0 4 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 7 4:15 PM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 4:30 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:45 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 6 5:15 PM 0 0 3 1 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 9 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 1 0 1 0 0 0 4:45 PM 0 0 0 0 0 0 1 0 1 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 1 1 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 3 0 3 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound E HARMONY RD E HARMONY RD KOHLS DRIVEWAY KOHLS Eastbound Westbound Northbound Southbound 0 0 2 0 1.0%0.8%0.0%0.0% 0.95 0.91 0.88 0.00 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 6 S LEMAY AVE & HAXTON DR AM Wednesday, October 7, 2020 Peak Hour 07:30 AM - 08:30 AM Peak 15-Minutes 07:45 AM - 08:00 AM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 7:00 AM 0 6 0 2 0 0 0 0 5 0 0 1 95 1 0 0 3 44 10 0 167 948 7:15 AM 0 4 0 6 0 0 1 1 1 0 0 3 128 0 0 0 2 55 12 0 213 1,058 7:30 AM 0 8 1 7 0 0 1 0 7 0 0 1 157 0 0 0 8 75 16 0 281 1,124 7:45 AM 0 5 1 5 0 0 0 0 8 0 0 3 144 2 0 0 3 100 16 0 287 1,099 8:00 AM 0 4 1 7 0 0 0 3 7 0 0 6 136 0 0 0 9 95 9 0 277 1,097 8:15 AM 0 10 2 3 0 0 0 0 3 0 0 4 117 4 0 0 12 104 20 0 279 0 8:30 AM 0 8 0 3 0 0 2 0 4 0 0 4 128 0 0 0 5 92 10 0 256 0 8:45 AM 0 9 1 9 0 0 0 0 4 0 0 5 104 1 0 0 16 112 24 0 285 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 Lights 0 26 5 22 0 0 1 3 23 0 0 14 548 6 0 0 31 364 59 0 1,102 Mediums 0 1 0 0 0 0 0 0 2 0 0 0 6 0 0 0 1 8 2 0 20 Total 0 27 5 22 0 0 1 3 25 0 0 14 554 6 0 0 32 374 61 0 1,124 Bicycles on Crosswalk 0 Heavy Vehicle Percentage 2.0% Heavy Vehicle Percentage 0.0% 3.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 8.0% 0.0% 0.0% 0.0% 1.1% 0.0% 0.0% 0.0% 3.1% 2.7% 3.3% 0.0% 2.0% Peak Hour Factor (PHF)0.98 Peak Hour Factor (PHF)0.00 0.78 0.63 0.89 0.00 0.00 0.25 0.33 0.78 0.00 0.00 0.79 0.90 0.38 0.00 0.00 0.66 0.90 0.66 0.00 0.98 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Lights 7:00 AM 0 6 0 2 0 0 0 0 5 0 0 1 95 1 0 0 3 44 10 0 167 7:15 AM 0 4 0 6 0 0 1 1 1 0 0 3 126 0 0 0 2 53 11 0 208 7:30 AM 0 7 1 7 0 0 1 0 7 0 0 1 154 0 0 0 8 75 16 0 277 7:45 AM 0 5 1 5 0 0 0 0 7 0 0 3 144 2 0 0 3 98 16 0 284 8:00 AM 0 4 1 7 0 0 0 3 6 0 0 6 135 0 0 0 9 92 9 0 272 8:15 AM 0 10 2 3 0 0 0 0 3 0 0 4 115 4 0 0 11 99 18 0 269 8:30 AM 0 8 0 3 0 0 2 0 4 0 0 4 127 0 0 0 5 88 9 0 250 8:45 AM 0 9 1 8 0 0 0 0 4 0 0 5 102 1 0 0 16 107 23 0 276 Mediums 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 0 5 7:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 4 7:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 3 8:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 2 0 0 4 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 4 2 0 9 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 4 1 0 6 8:45 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 5 1 0 8 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 1 2 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 1 0 1 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound CIRCLE K DRIVEWAY HAXTON DR S LEMAY AVE S LEMAY AVE Eastbound Westbound Northbound Southbound 0 0 0 0 1.9%6.9%1.0%2.8% 0.75 0.73 0.92 0.84 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 6 S LEMAY AVE & HAXTON DR PM Wednesday, October 7, 2020 Peak Hour 04:45 PM - 05:45 PM Peak 15-Minutes 05:00 PM - 05:15 PM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 4:00 PM 0 21 3 8 0 0 1 2 7 0 0 1 123 3 0 0 10 139 65 0 383 1,608 4:15 PM 0 30 1 12 0 0 1 0 9 0 0 6 129 1 0 0 10 140 57 0 396 1,686 4:30 PM 0 31 0 18 0 0 0 1 8 0 0 4 119 0 0 0 12 138 68 0 399 1,715 4:45 PM 0 29 2 17 0 0 1 0 11 0 0 9 130 0 0 0 13 152 66 0 430 1,716 5:00 PM 0 23 3 14 0 0 2 0 16 0 0 8 161 2 0 0 10 161 61 0 461 1,637 5:15 PM 0 31 0 13 0 0 0 0 14 0 0 9 113 0 0 0 10 167 68 0 425 0 5:30 PM 0 27 1 9 0 0 0 0 13 0 0 8 129 2 0 0 12 142 57 0 400 0 5:45 PM 0 20 1 15 0 0 0 0 6 0 0 6 117 0 0 0 4 136 46 0 351 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 0 110 6 52 0 0 3 0 52 0 0 34 531 4 0 0 44 621 252 0 1,709 Mediums 0 0 0 1 0 0 0 0 2 0 0 0 2 0 0 0 1 1 0 0 7 Total 0 110 6 53 0 0 3 0 54 0 0 34 533 4 0 0 45 622 252 0 1,716 Bicycles on Crosswalk 4 Heavy Vehicle Percentage 0.4% Heavy Vehicle Percentage 0.0% 0.0% 0.0% 1.9% 0.0% 0.0% 0.0% 0.0% 3.7% 0.0% 0.0% 0.0% 0.4% 0.0% 0.0% 0.0% 2.2% 0.2% 0.0% 0.0% 0.4% Peak Hour Factor (PHF)0.93 Peak Hour Factor (PHF)0.00 0.92 0.50 0.86 0.00 0.00 0.50 0.38 0.84 0.00 0.00 0.94 0.84 0.33 0.00 0.00 0.87 0.93 0.97 0.00 0.93 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 20 3 8 0 0 1 2 7 0 0 1 121 3 0 0 10 138 65 0 379 4:15 PM 0 30 1 12 0 0 1 0 9 0 0 6 129 1 0 0 10 140 56 0 395 4:30 PM 0 31 0 18 0 0 0 1 8 0 0 4 118 0 0 0 11 136 67 0 394 4:45 PM 0 29 2 16 0 0 1 0 11 0 0 9 130 0 0 0 13 151 66 0 428 5:00 PM 0 23 3 14 0 0 2 0 16 0 0 8 160 2 0 0 9 161 61 0 459 5:15 PM 0 31 0 13 0 0 0 0 12 0 0 9 113 0 0 0 10 167 68 0 423 5:30 PM 0 27 1 9 0 0 0 0 13 0 0 8 128 2 0 0 12 142 57 0 399 5:45 PM 0 20 1 15 0 0 0 0 6 0 0 6 117 0 0 0 4 134 46 0 349 Mediums 4:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 4 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 1 0 4 4:45 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 5:15 PM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 1 2 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 2 0 2 0 0 0 0 0 0 5:45 PM 0 0 0 1 0 1 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 1 1 0 0 0 0 2 2 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound CIRCLE K DRIVEWAY HAXTON DR S LEMAY AVE S LEMAY AVE Eastbound Westbound Northbound Southbound 2 2 0 0 0.6%3.5%0.4%0.2% 0.92 0.79 0.83 0.94 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 2 COUNSIL TREE & OAKRIDGE DR AM Wednesday, October 7, 2020 Peak Hour 08:00 AM - 09:00 AM Peak 15-Minutes 08:15 AM - 08:30 AM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 7:00 AM 0 0 13 1 0 0 1 3 0 0 0 1 0 3 0 0 0 0 0 0 22 112 7:15 AM 0 0 11 3 0 0 2 10 2 0 0 0 0 3 0 0 0 0 0 0 31 151 7:30 AM 0 0 6 2 0 0 1 6 0 0 0 2 0 2 0 0 1 0 0 0 20 184 7:45 AM 0 0 16 3 0 0 2 13 1 0 0 0 0 3 0 0 1 0 0 0 39 209 8:00 AM 0 0 23 4 0 0 6 18 1 0 0 2 0 7 0 0 0 0 0 0 61 224 8:15 AM 0 0 13 5 0 0 13 18 1 0 0 5 0 6 0 0 3 0 0 0 64 0 8:30 AM 0 0 8 2 0 0 13 16 1 0 0 3 0 2 0 0 0 0 0 0 45 0 8:45 AM 0 1 15 1 0 1 10 18 3 0 0 1 0 1 0 0 3 0 0 0 54 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 Lights 0 1 57 12 0 1 42 69 5 0 0 11 0 16 0 0 6 0 0 0 220 Mediums 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 1 59 12 0 1 42 70 6 0 0 11 0 16 0 0 6 0 0 0 224 Bicycles on Crosswalk 0 Heavy Vehicle Percentage 1.8% Heavy Vehicle Percentage 0.0% 0.0% 3.4% 0.0% 0.0% 0.0% 0.0% 1.4% 16.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1.8% Peak Hour Factor (PHF)0.88 Peak Hour Factor (PHF)0.00 0.25 0.65 0.70 0.00 0.25 0.81 0.97 0.50 0.00 0.00 0.55 0.00 0.64 0.00 0.00 0.50 0.00 0.00 0.00 0.88 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 7:00 AM 0 0 12 1 0 0 1 2 0 0 0 1 0 3 0 0 0 0 0 0 20 7:15 AM 0 0 11 3 0 0 2 10 1 0 0 0 0 3 0 0 0 0 0 0 30 7:30 AM 0 0 6 2 0 0 1 6 0 0 0 2 0 2 0 0 0 0 0 0 19 7:45 AM 0 0 16 3 0 0 2 13 1 0 0 0 0 3 0 0 1 0 0 0 39 8:00 AM 0 0 23 4 0 0 6 18 0 0 0 2 0 7 0 0 0 0 0 0 60 8:15 AM 0 0 11 5 0 0 13 18 1 0 0 5 0 6 0 0 3 0 0 0 62 8:30 AM 0 0 8 2 0 0 13 15 1 0 0 3 0 2 0 0 0 0 0 0 44 8:45 AM 0 1 15 1 0 1 10 18 3 0 0 1 0 1 0 0 3 0 0 0 54 Mediums 7:00 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 7:15 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 1 0 1 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 2 2 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 1 0 1 0 0 0 8:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 8:15 AM 0 0 0 0 0 0 0 2 2 0 0 0 8:30 AM 0 0 0 0 0 0 0 2 2 0 0 0 8:45 AM 0 0 0 0 0 0 1 0 1 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound OAKRIDGE DR OAKRIDGE DR COUNSIL TREE HARMONY MARKET Eastbound Westbound Northbound Southbound 0 0 0 0 2.8%1.7%0.0%0.0% 0.69 0.93 0.64 0.50 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound All Traffic Data Services 2 COUNSIL TREE & OAKRIDGE DR PM Wednesday, October 7, 2020 Peak Hour 04:45 PM - 05:45 PM Peak 15-Minutes 05:15 PM - 05:30 PM Traffic Counts - All Vehicles U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR 4:00 PM 0 0 23 0 0 0 6 37 7 0 0 2 0 5 0 0 8 0 2 0 90 307 4:15 PM 0 3 17 3 0 0 0 24 3 0 0 1 1 5 0 0 8 1 1 0 67 301 4:30 PM 0 1 29 0 0 0 1 20 5 0 0 1 0 3 0 0 6 1 2 0 69 332 4:45 PM 0 2 25 1 0 0 5 27 8 0 0 1 0 4 0 0 8 0 0 0 81 339 5:00 PM 0 2 25 1 0 0 4 31 2 0 0 5 0 4 0 0 7 0 3 0 84 310 5:15 PM 0 1 24 1 0 0 6 40 5 0 0 1 1 5 0 0 10 1 3 0 98 0 5:30 PM 1 1 31 0 0 0 0 23 4 0 0 2 0 4 0 0 7 0 3 0 76 0 5:45 PM 0 3 12 0 0 0 1 14 8 0 0 0 1 3 0 0 8 1 1 0 52 0 Peak Rolling Hour Flow Rates U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 1 6 105 3 0 0 15 119 18 0 0 9 1 17 0 0 31 1 9 0 335 Mediums 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 1 0 0 0 4 Total 1 6 105 3 0 0 15 121 19 0 0 9 1 17 0 0 32 1 9 0 339 Bicycles on Crosswalk 4 Heavy Vehicle Percentage 1.2% Heavy Vehicle Percentage 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1.7% 5.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3.1% 0.0% 0.0% 0.0% 1.2% Peak Hour Factor (PHF)0.86 Peak Hour Factor (PHF)0.25 0.67 0.85 0.42 0.00 0.00 0.67 0.76 0.72 0.00 0.00 0.45 0.50 0.85 0.00 0.00 0.80 0.50 0.83 0.00 0.86 Traffic Counts by Vehicle Type U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR U-Turn Left Thru Right RTOR Total Articulated Trucks 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lights 4:00 PM 0 0 23 0 0 0 6 37 7 0 0 2 0 5 0 0 8 0 2 0 90 4:15 PM 0 3 17 3 0 0 0 24 3 0 0 1 1 5 0 0 8 1 1 0 67 4:30 PM 0 1 29 0 0 0 1 20 4 0 0 1 0 3 0 0 6 1 2 0 68 4:45 PM 0 2 25 1 0 0 5 26 8 0 0 1 0 4 0 0 8 0 0 0 80 5:00 PM 0 2 25 1 0 0 4 31 2 0 0 5 0 4 0 0 7 0 3 0 84 5:15 PM 0 1 24 1 0 0 6 40 5 0 0 1 1 5 0 0 10 1 3 0 98 5:30 PM 1 1 31 0 0 0 0 22 3 0 0 2 0 4 0 0 6 0 3 0 73 5:45 PM 0 2 12 0 0 0 1 14 8 0 0 0 1 3 0 0 8 1 1 0 51 Mediums 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 3 5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Bicycles on Crosswalk CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 1 1 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 2 0 2 5:15 PM 0 1 1 0 0 0 0 1 1 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians CCW CW Total CCW CW Total CCW CW Total CCW CW Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 1 1 0 0 0 4:30 PM 0 0 0 0 0 0 0 2 2 0 0 0 4:45 PM 0 0 0 0 2 2 2 0 2 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 2 1 3 5:15 PM 0 0 0 0 0 0 0 1 1 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 1 1 0 0 0 Total Rolling HourTime Vehicle Type Eastbound Westbound Northbound Southbound OAKRIDGE DR OAKRIDGE DR COUNSIL TREE HARMONY MARKET Eastbound Westbound Northbound Southbound 1 0 1 2 0.0%1.9%0.0%2.4% 0.87 0.76 0.75 0.79 Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Time Eastbound Westbound Northbound Southbound Tab Two Existing Conditions Capacity Analysis HCM Signalized Intersection Capacity Analysis 99: Boardwalk & Harmony 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Existing 2020 AM Peak Synchro 10 Report Walter P Moore Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)43 1033 148 65 1049 281 122 75 51 117 66 54 Future Volume (vph)43 1033 148 65 1049 281 122 75 51 117 66 54 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 16 11 12 12 12 11 11 11 11 12 Total Lost time (s)3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.5 5.5 3.0 5.5 5.5 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot)1711 3539 1745 1710 3539 1583 1768 1801 1511 1709 1801 1563 Flt Permitted 0.20 1.00 1.00 0.20 1.00 1.00 0.71 1.00 1.00 0.70 1.00 1.00 Satd. Flow (perm)358 3539 1745 361 3539 1583 1324 1801 1511 1269 1801 1563 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)46 1099 157 69 1116 299 130 80 54 124 70 57 RTOR Reduction (vph) 0 0 61 0 0 114 0 0 49 0 0 52 Lane Group Flow (vph) 46 1099 96 69 1116 185 130 80 5 124 70 5 Confl. Peds. (#/hr)3 3 1 1 1 1 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 8 6 6 2 2 Actuated Green, G (s) 71.9 66.6 66.6 72.7 67.0 67.0 17.2 8.4 8.4 17.2 8.4 8.4 Effective Green, g (s) 73.9 67.6 67.6 74.7 68.0 68.0 19.2 9.4 9.4 19.2 9.4 9.4 Actuated g/C Ratio 0.67 0.61 0.61 0.68 0.62 0.62 0.17 0.09 0.09 0.17 0.09 0.09 Clearance Time (s)4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.5 6.5 4.0 6.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 318 2174 1072 327 2187 978 270 153 129 260 153 133 v/s Ratio Prot 0.01 0.31 c0.01 c0.32 c0.04 c0.04 0.04 0.04 v/s Ratio Perm 0.09 0.06 0.13 0.12 0.04 0.00 0.04 0.00 v/c Ratio 0.14 0.51 0.09 0.21 0.51 0.19 0.48 0.52 0.04 0.48 0.46 0.04 Uniform Delay, d1 7.2 11.9 8.7 7.2 11.7 9.1 40.4 48.2 46.1 40.4 47.9 46.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.8 0.2 0.3 0.9 0.4 1.4 3.2 0.1 1.4 2.2 0.1 Delay (s)7.4 12.7 8.8 7.5 12.6 9.5 41.8 51.4 46.3 41.8 50.0 46.3 Level of Service A B A A B A D D D D D D Approach Delay (s)12.0 11.7 45.6 45.1 Approach LOS B B D D Intersection Summary HCM 2000 Control Delay 17.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 110.0 Sum of lost time (s)16.5 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min)15 c Critical Lane Group HCM 2010 TWSC 3: Boardwalk & Dr 1 Boardwalk 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Existing 2020 AM Peak Synchro 10 Report Walter P Moore Page 2 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 2 5 0 0 35 21 190 4 42 183 45 Future Vol, veh/h 18 2 5 0 0 35 21 190 4 42 183 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 2 6 0 0 41 25 224 5 49 215 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 637 619 242 621 - 227 268 0 0 229 0 0 Stage 1 340 340 - 277 - - - - - - - - Stage 2 297 279 - 344 - - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 - 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 - - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 - - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 - 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 390 404 797 400 0 812 1296 - - 1339 - - Stage 1 675 639 - 729 0 - - - - - - - Stage 2 712 680 - 671 0 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 354 381 797 378 - 812 1296 - - 1339 - - Mov Cap-2 Maneuver 354 381 - 378 - - - - - - - - Stage 1 660 615 - 713 - - - - - - - - Stage 2 661 665 - 639 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.7 9.7 0.8 1.2 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1296 - - 401 - 812 1339 - - HCM Lane V/C Ratio 0.019 - - 0.073 - 0.051 0.037 - - HCM Control Delay (s) 7.8 0 - 14.7 0 9.7 7.8 - - HCM Lane LOS A A - B A A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 - 0.2 0.1 - - HCM 2010 TWSC 5: Boardwalk & Dr 2 Boardwalk 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Existing 2020 AM Peak Synchro 10 Report Walter P Moore Page 3 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 0 2 2 0 5 9 182 9 10 140 39 Future Vol, veh/h 29 0 2 2 0 5 9 182 9 10 140 39 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - 75 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 0 2 2 0 6 11 214 11 12 165 46 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 457 459 188 455 477 220 211 0 0 225 0 0 Stage 1 212 212 - 242 242 - - - - - - - Stage 2 245 247 - 213 235 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 514 499 854 515 487 820 1360 - - 1344 - - Stage 1 790 727 - 762 705 - - - - - - - Stage 2 759 702 - 789 710 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 503 490 854 507 478 820 1360 - - 1344 - - Mov Cap-2 Maneuver 503 490 - 507 478 - - - - - - - Stage 1 783 720 - 755 699 - - - - - - - Stage 2 747 696 - 780 704 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.5 10.2 0.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1360 - - 517 697 1344 - - HCM Lane V/C Ratio 0.008 - - 0.071 0.012 0.009 - - HCM Control Delay (s) 7.7 0 - 12.5 10.2 7.7 - - HCM Lane LOS A A - B B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0 0 - - HCM 2010 TWSC 14: Dr 3 Harmony Rd & Harmony 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Existing 2020 AM Peak Synchro 10 Report Walter P Moore Page 5 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1200 23 0 1374 0 11 Future Vol, veh/h 1200 23 0 1374 0 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1412 27 0 1616 0 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 720 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 318 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - - - - 318 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 16.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)318 - - - HCM Lane V/C Ratio 0.041 - - - HCM Control Delay (s) 16.8 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.1 - - - HCM 2010 TWSC 8: Lemay Ave/Lemay & Dr 4 Lemay Ave 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Existing 2020 AM Peak Synchro 10 Report Walter P Moore Page 4 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 6 24 2 4 28 16 600 7 35 405 66 Future Vol, veh/h 30 6 24 2 4 28 16 600 7 35 405 66 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - 150 - - 100 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 7 28 2 5 33 19 706 8 41 476 78 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 952 1310 238 1072 1384 357 554 0 0 714 0 0 Stage 1 558 558 - 748 748 - - - - - - - Stage 2 394 752 - 324 636 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 214 158 763 175 142 639 1012 - - 882 - - Stage 1 482 510 - 371 418 - - - - - - - Stage 2 602 416 - 662 470 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 188 148 763 155 133 639 1012 - - 882 - - Mov Cap-2 Maneuver 188 148 - 155 133 - - - - - - - Stage 1 473 487 - 364 410 - - - - - - - Stage 2 554 408 - 599 448 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.2 15.2 0.2 0.6 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)1012 - - 188 763 392 882 - - HCM Lane V/C Ratio 0.019 - - 0.188 0.037 0.102 0.047 - - HCM Control Delay (s) 8.6 - - 28.5 9.9 15.2 9.3 - - HCM Lane LOS A - - D A C A - - HCM 95th %tile Q(veh) 0.1 - - 0.7 0.1 0.3 0.1 - - HCM 2010 TWSC 1: Oakridge Drive & Dr 5 Oakridge 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Existing 2020 AM Peak Synchro 10 Report Walter P Moore Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 64 13 46 76 7 12 0 18 7 0 0 Future Vol, veh/h 2 64 13 46 76 7 12 0 18 7 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 75 15 54 89 8 14 0 21 8 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 97 0 0 90 0 0 288 292 83 298 295 93 Stage 1 - -- - - - 87 87 - 201 201 - Stage 2 - - - - - - 201 205 - 97 94 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1496 - - 1505 - - 664 619 976 654 616 964 Stage 1 - - - - - - 921 823 - 801 735 - Stage 2 - -- - - - 801 732 - 910 817 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1496 - - 1505 - - 644 595 976 621 592 964 Mov Cap-2 Maneuver - - - - - - 644 595 - 621 592 - Stage 1 - -- - - - 920 822 - 800 707 - Stage 2 - - - - - - 771 704 - 889 816 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.7 9.7 10.9 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)809 1496 - - 1505 - - 621 HCM Lane V/C Ratio 0.044 0.002 - - 0.036 - - 0.013 HCM Control Delay (s) 9.7 7.4 0 - 7.5 0 - 10.9 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 HCM Signalized Intersection Capacity Analysis 99: Boardwalk & Harmony 11/03/2020 Sam's Club TIA 11/02/2020 Existing 2020 PM Peak Synchro 10 Report Walter P Moore Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)57 1542 273 82 1509 339 251 155 97 295 192 75 Future Volume (vph)57 1542 273 82 1509 339 251 155 97 295 192 75 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 16 11 12 12 12 11 11 11 11 12 Total Lost time (s)3.0 5.0 5.0 5.0 5.0 5.0 3.0 5.5 5.5 3.0 5.5 5.5 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot)1711 3539 1744 1711 3539 1583 1769 1801 1510 1710 1801 1562 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.37 1.00 1.00 0.46 1.00 1.00 Satd. Flow (perm)1711 3539 1744 1711 3539 1583 698 1801 1510 823 1801 1562 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)61 1640 290 87 1605 361 267 165 103 314 204 80 RTOR Reduction (vph) 0 0 149 0 0 127 0 0 88 0 0 68 Lane Group Flow (vph) 61 1640 141 87 1605 234 267 165 15 314 204 12 Confl. Peds. (#/hr)3 3 1 1 1 1 Turn Type Prot NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 6 2 2 Actuated Green, G (s) 8.4 57.3 57.3 7.8 58.7 58.7 31.9 16.4 16.4 32.9 16.9 16.9 Effective Green, g (s) 9.4 58.3 58.3 8.8 59.7 59.7 33.9 17.4 17.4 34.9 17.9 17.9 Actuated g/C Ratio 0.08 0.49 0.49 0.07 0.50 0.50 0.28 0.14 0.14 0.29 0.15 0.15 Clearance Time (s)4.0 6.0 6.0 6.0 6.0 6.0 4.0 6.5 6.5 4.0 6.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 134 1719 847 125 1760 787 344 261 218 365 268 232 v/s Ratio Prot 0.04 c0.46 0.05 c0.45 0.11 0.09 c0.12 0.11 v/s Ratio Perm 0.08 0.15 0.11 0.01 c0.13 0.01 v/c Ratio 0.46 0.95 0.17 0.70 0.91 0.30 0.78 0.63 0.07 0.86 0.76 0.05 Uniform Delay, d1 52.9 29.6 17.3 54.3 27.7 17.8 36.6 48.3 44.3 37.8 49.0 43.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.4 13.2 0.4 15.5 8.7 1.0 10.5 4.9 0.1 18.3 12.0 0.1 Delay (s)55.3 42.8 17.7 69.8 36.4 18.7 47.1 53.2 44.4 56.0 61.0 43.9 Level of Service E D B E D B D D D E E D Approach Delay (s)39.5 34.7 48.5 56.1 Approach LOS D C D E Intersection Summary HCM 2000 Control Delay 40.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length (s) 120.0 Sum of lost time (s)18.5 Intersection Capacity Utilization 88.5% ICU Level of Service E Analysis Period (min)15 c Critical Lane Group HCM 2010 TWSC 3: Boardwalk & Dr 1 Boardwalk 11/03/2020 Sam's Club TIA 11/02/2020 Existing 2020 PM Peak Synchro 10 Report Walter P Moore Page 2 Intersection Int Delay, s/veh 10.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 51 4 10 11 2 189 6 282 11 179 315 24 Future Vol, veh/h 51 4 10 11 2 189 6 282 11 179 315 24 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 60 5 12 13 2 222 7 332 13 211 371 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1272 1166 385 1169 1174 339 399 0 0 345 0 0 Stage 1 807 807 - 353 353 - - - - - - - Stage 2 465 359 - 816 821 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 144 194 663 170 192 703 1160 - - 1214 - - Stage 1 375 394 - 664 631 - - - - - - - Stage 2 578 627 - 371 389 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 84 159 663 141 157 703 1160 - - 1214 - - Mov Cap-2 Maneuver 84 159 - 141 157 - - - - - - - Stage 1 372 325 - 659 627 - - - - - - - Stage 2 391 623 - 297 321 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 111.3 13.6 0.2 3 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1160 - - 100 141 703 1214 - - HCM Lane V/C Ratio 0.006 - - 0.765 0.092 0.316 0.173 - - HCM Control Delay (s) 8.1 0 - 111.3 33.1 12.5 8.6 - - HCM Lane LOS A A - F D B A - - HCM 95th %tile Q(veh) 0 - - 4.1 0.3 1.4 0.6 - - HCM 2010 TWSC 5: Boardwalk & Dr 2 Boardwalk 11/03/2020 Sam's Club TIA 11/02/2020 Existing 2020 PM Peak Synchro 10 Report Walter P Moore Page 3 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 0 9 18 2 42 5 197 9 33 329 22 Future Vol, veh/h 46 0 9 18 2 42 5 197 9 33 329 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - 75 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 54 0 11 21 2 49 6 232 11 39 387 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 753 733 400 734 741 238 413 0 0 243 0 0 Stage 1 478 478 - 250 250 - - - - - - - Stage 2 275 255 - 484 491 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 326 348 650 336 344 801 1146 - - 1323 - - Stage 1 568 556 - 754 700 - - - - - - - Stage 2 731 696 - 564 548 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 296 336 650 322 332 801 1146 - - 1323 - - Mov Cap-2 Maneuver 296 336 - 322 332 - - - - - - - Stage 1 565 540 - 749 696 - - - - - - - Stage 2 679 692 - 538 532 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.8 12.7 0.2 0.7 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1146 - - 325 542 1323 - - HCM Lane V/C Ratio 0.005 - - 0.199 0.135 0.029 - - HCM Control Delay (s) 8.2 0 - 18.8 12.7 7.8 - - HCM Lane LOS A A - C B A - - HCM 95th %tile Q(veh) 0 - - 0.7 0.5 0.1 - - HCM 2010 TWSC 14: Dr 3 Harmony Rd & Harmony 11/03/2020 Sam's Club TIA 11/02/2020 Existing 2020 PM Peak Synchro 10 Report Walter P Moore Page 5 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1860 82 0 1916 0 72 Future Vol, veh/h 1860 82 0 1916 0 72 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2188 96 0 2254 0 85 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 1142 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 167 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - - - - 167 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 46.9 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)167 - - - HCM Lane V/C Ratio 0.507 - - - HCM Control Delay (s) 46.9 - - - HCM Lane LOS E - - - HCM 95th %tile Q(veh) 2.5 - - - HCM 2010 TWSC 8: Lemay Ave/Lemay & Dr 4 Lemay Ave 11/03/2020 Sam's Club TIA 11/02/2020 Existing 2020 PM Peak Synchro 10 Report Walter P Moore Page 4 Intersection Int Delay, s/veh 26.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 119 7 58 4 0 59 37 577 5 49 673 273 Future Vol, veh/h 119 7 58 4 0 59 37 577 5 49 673 273 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - 150 - - 100 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 140 8 68 5 0 69 44 679 6 58 792 321 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1336 1681 396 1286 1999 343 1113 0 0 685 0 0 Stage 1 908 908 - 770 770 - - - - - - - Stage 2 428 773 - 516 1229 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 112 94 603 122 59 653 623 - - 904 - - Stage 1 296 352 - 359 408 - - - - - - - Stage 2 575 407 - 510 248 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver ~ 90 82 603 90 51 653 623 - - 904 - - Mov Cap-2 Maneuver ~ 90 82 - 90 51 - - - - - - - Stage 1 275 329 - 334 379 - - - - - - - Stage 2 478 378 - 413 232 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 258.6 14.2 0.7 0.5 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)623 - - 90 603 467 904 - - HCM Lane V/C Ratio 0.07 - - 1.556 0.113 0.159 0.064 - - HCM Control Delay (s) 11.2 - -$ 378.9 11.7 14.2 9.3 - - HCM Lane LOS B - - F B B A - - HCM 95th %tile Q(veh) 0.2 - - 11 0.4 0.6 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC 1: Oakridge Drive & Dr 5 Oakridge 11/03/2020 Sam's Club TIA 11/02/2020 Existing 2020 PM Peak Synchro 10 Report Walter P Moore Page 1 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 114 4 17 131 21 10 2 19 35 2 10 Future Vol, veh/h 7 114 4 17 131 21 10 2 19 35 2 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 134 5 20 154 25 12 2 22 41 2 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 179 0 0 139 0 0 367 372 137 372 362 167 Stage 1 - - - - - - 153 153 - 207 207 - Stage 2 - - - - - - 214 219 - 165 155 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1397 - - 1445 - - 589 558 911 585 565 877 Stage 1 - - - - - - 849 771 - 795 731 - Stage 2 - - - - - - 788 722 - 837 769 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1397 - - 1445 - - 570 546 911 560 553 877 Mov Cap-2 Maneuver - - - - - - 570 546 - 560 553 - Stage 1 - - - - - - 844 766 - 790 720 - Stage 2 - - - - - - 763 711 - 809 764 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.8 10.1 11.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)737 1397 - - 1445 - - 606 HCM Lane V/C Ratio 0.049 0.006 - - 0.014 - - 0.091 HCM Control Delay (s) 10.1 7.6 0 - 7.5 0 - 11.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 Tab Three Proposed Conditions Capacity Analysis (2020) HCM Signalized Intersection Capacity Analysis 99: Boardwalk & Harmony 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2020 AM Peak Synchro 10 Report Walter P Moore Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)43 1033 154 65 1049 281 125 78 54 117 69 54 Future Volume (vph)43 1033 154 65 1049 281 125 78 54 117 69 54 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 16 11 12 12 12 11 11 11 11 12 Total Lost time (s)3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.5 5.5 3.0 5.5 5.5 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot)1711 3539 1745 1710 3539 1583 1768 1801 1511 1710 1801 1563 Flt Permitted 0.20 1.00 1.00 0.20 1.00 1.00 0.71 1.00 1.00 0.70 1.00 1.00 Satd. Flow (perm)358 3539 1745 361 3539 1583 1321 1801 1511 1265 1801 1563 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)46 1099 164 69 1116 299 133 83 57 124 73 57 RTOR Reduction (vph) 0 0 63 0 0 114 0 0 52 0 0 52 Lane Group Flow (vph) 46 1099 101 69 1116 185 133 83 5 124 73 5 Confl. Peds. (#/hr)3 3 1 1 1 1 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 8 6 6 2 2 Actuated Green, G (s) 71.8 66.5 66.5 72.6 66.9 66.9 17.3 8.4 8.4 17.3 8.4 8.4 Effective Green, g (s) 73.8 67.5 67.5 74.6 67.9 67.9 19.3 9.4 9.4 19.3 9.4 9.4 Actuated g/C Ratio 0.67 0.61 0.61 0.68 0.62 0.62 0.18 0.09 0.09 0.18 0.09 0.09 Clearance Time (s)4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.5 6.5 4.0 6.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 317 2171 1070 326 2184 977 272 153 129 262 153 133 v/s Ratio Prot 0.01 0.31 c0.01 c0.32 c0.04 c0.05 0.04 0.04 v/s Ratio Perm 0.09 0.06 0.13 0.12 0.04 0.00 0.04 0.00 v/c Ratio 0.15 0.51 0.09 0.21 0.51 0.19 0.49 0.54 0.04 0.47 0.48 0.04 Uniform Delay, d1 7.3 11.9 8.7 7.2 11.8 9.1 40.4 48.2 46.2 40.3 48.0 46.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.8 0.2 0.3 0.9 0.4 1.4 3.9 0.1 1.4 2.3 0.1 Delay (s)7.5 12.8 8.9 7.5 12.6 9.5 41.8 52.1 46.3 41.7 50.3 46.3 Level of Service A B A A B A D D D D D D Approach Delay (s)12.1 11.8 45.9 45.2 Approach LOS B B D D Intersection Summary HCM 2000 Control Delay 17.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 110.0 Sum of lost time (s)16.5 Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min)15 c Critical Lane Group HCM 2010 TWSC 3: Boardwalk & Dr 1 Boardwalk 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2020 AM Peak Synchro 10 Report Walter P Moore Page 2 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 4 5 0 0 42 21 190 4 51 183 45 Future Vol, veh/h 18 4 5 0 0 42 21 190 4 51 183 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 5 6 0 0 49 25 224 5 60 215 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 663 641 242 644 - 227 268 0 0 229 0 0 Stage 1 362 362 - 277 - - - - - - - - Stage 2 301 279 - 367 - - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 - 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 - - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 - - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 - 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 375 393 797 386 0 812 1296 - - 1339 - - Stage 1 657 625 - 729 0 - - - - - - - Stage 2 708 680 - 653 0 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 335 367 797 361 - 812 1296 - - 1339 - - Mov Cap-2 Maneuver 335 367 - 361 - - - - - - - - Stage 1 643 597 - 713 - - - - - - - - Stage 2 650 665 - 614 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.3 9.7 0.8 1.4 HCM LOS C A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1296 - - 381 - 812 1339 - - HCM Lane V/C Ratio 0.019 - - 0.083 - 0.061 0.045 - - HCM Control Delay (s) 7.8 0 - 15.3 0 9.7 7.8 - - HCM Lane LOS A A - C A A A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 - 0.2 0.1 - - HCM 2010 TWSC 5: Boardwalk & Dr 2 Boardwalk 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2020 AM Peak Synchro 10 Report Walter P Moore Page 3 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 0 2 5 0 5 9 182 12 10 140 39 Future Vol, veh/h 29 0 2 5 0 5 9 182 12 10 140 39 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - 75 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 0 2 6 0 6 11 214 14 12 165 46 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 458 462 188 456 478 221 211 0 0 228 0 0 Stage 1 212 212 - 243 243 - - - - - - - Stage 2 246 250 - 213 235 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 513 497 854 515 486 819 1360 - - 1340 - - Stage 1 790 727 - 761 705 - - - - - - - Stage 2 758 700 - 789 710 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 502 488 854 507 477 819 1360 - - 1340 - - Mov Cap-2 Maneuver 502 488 - 507 477 - - - - - - - Stage 1 783 720 - 754 699 - - - - - - - Stage 2 746 694 - 780 704 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.5 10.9 0.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1360 - - 516 626 1340 - - HCM Lane V/C Ratio 0.008 - - 0.071 0.019 0.009 - - HCM Control Delay (s) 7.7 0 - 12.5 10.9 7.7 - - HCM Lane LOS A A - B B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - HCM 2010 TWSC 14: Dr 3 Harmony Rd & Harmony 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2020 AM Peak Synchro 10 Report Walter P Moore Page 5 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1200 23 0 1374 0 14 Future Vol, veh/h 1200 23 0 1374 0 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1412 27 0 1616 0 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 720 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 318 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - - - - 318 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 16.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)318 - - - HCM Lane V/C Ratio 0.052 - - - HCM Control Delay (s) 16.9 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.2 - - - HCM 2010 TWSC 8: Lemay Ave/Lemay & Dr 4 Lemay Ave 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2020 AM Peak Synchro 10 Report Walter P Moore Page 4 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 6 27 2 4 28 20 600 7 35 405 72 Future Vol, veh/h 35 6 27 2 4 28 20 600 7 35 405 72 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - 150 - - 100 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 41 7 32 2 5 33 24 706 8 41 476 85 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 962 1320 238 1082 1401 357 561 0 0 714 0 0 Stage 1 558 558 - 758 758 - - - - - - - Stage 2 404 762 - 324 643 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 210 156 763 172 139 639 1006 - - 882 - - Stage 1 482 510 - 365 413 - - - - - - - Stage 2 594 412 - 662 467 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 184 145 763 150 129 639 1006 - - 882 - - Mov Cap-2 Maneuver 184 145 - 150 129 - - - - - - - Stage 1 470 487 - 356 403 - - - - - - - Stage 2 544 402 - 596 446 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.3 15.4 0.3 0.6 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)1006 - - 184 763 386 882 - - HCM Lane V/C Ratio 0.023 - - 0.224 0.042 0.104 0.047 - - HCM Control Delay (s) 8.7 - - 30.1 9.9 15.4 9.3 - - HCM Lane LOS A - - D A C A - - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.1 0.3 0.1 - - HCM 2010 TWSC 1: Oakridge Drive & Dr 5 Oakridge 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2020 AM Peak Synchro 10 Report Walter P Moore Page 1 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 64 13 46 76 10 12 0 18 12 0 0 Future Vol, veh/h 2 64 13 46 76 10 12 0 18 12 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 75 15 54 89 12 14 0 21 14 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 101 0 0 90 0 0 290 296 83 300 297 95 Stage 1 - - - - - - 87 87 - 203 203 - Stage 2 - - - - - - 203 209 - 97 94 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1491 - - 1505 - - 662 616 976 652 615 962 Stage 1 - - - - - - 921 823 - 799 733 - Stage 2 - - - - - - 799 729 - 910 817 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1491 - - 1505 - - 642 592 976 619 591 962 Mov Cap-2 Maneuver - - - - - - 642 592 - 619 591 - Stage 1 - - - - - - 920 822 - 798 705 - Stage 2 - - - - - - 769 701 - 889 816 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.6 9.7 11 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)808 1491 - - 1505 - - 619 HCM Lane V/C Ratio 0.044 0.002 - - 0.036 - - 0.023 HCM Control Delay (s) 9.7 7.4 0 - 7.5 0 - 11 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.1 HCM Signalized Intersection Capacity Analysis 99: Boardwalk & Harmony 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2020 PM Peak Synchro 10 Report Walter P Moore Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)57 1542 283 82 1509 339 255 159 101 295 196 75 Future Volume (vph)57 1542 283 82 1509 339 255 159 101 295 196 75 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 16 11 12 12 12 11 11 11 11 12 Total Lost time (s)3.0 5.0 5.0 5.0 5.0 5.0 3.0 5.5 5.5 3.0 5.5 5.5 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot)1711 3539 1744 1711 3539 1583 1769 1801 1510 1710 1801 1562 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.36 1.00 1.00 0.45 1.00 1.00 Satd. Flow (perm)1711 3539 1744 1711 3539 1583 670 1801 1510 812 1801 1562 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)61 1640 301 87 1605 361 271 169 107 314 209 80 RTOR Reduction (vph) 0 0 155 0 0 128 0 0 91 0 0 68 Lane Group Flow (vph) 61 1640 146 87 1605 233 271 169 16 314 209 12 Confl. Peds. (#/hr)3 3 1 1 1 1 Turn Type Prot NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 6 2 2 Actuated Green, G (s) 8.4 57.1 57.1 7.8 58.5 58.5 32.2 16.6 16.6 33.0 17.0 17.0 Effective Green, g (s) 9.4 58.1 58.1 8.8 59.5 59.5 34.2 17.6 17.6 35.0 18.0 18.0 Actuated g/C Ratio 0.08 0.48 0.48 0.07 0.50 0.50 0.29 0.15 0.15 0.29 0.15 0.15 Clearance Time (s)4.0 6.0 6.0 6.0 6.0 6.0 4.0 6.5 6.5 4.0 6.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 134 1713 844 125 1754 784 342 264 221 364 270 234 v/s Ratio Prot 0.04 c0.46 0.05 c0.45 0.11 0.09 c0.12 0.12 v/s Ratio Perm 0.08 0.15 0.12 0.01 c0.13 0.01 v/c Ratio 0.46 0.96 0.17 0.70 0.92 0.30 0.79 0.64 0.07 0.86 0.77 0.05 Uniform Delay, d1 52.9 29.8 17.4 54.3 27.9 17.9 36.5 48.2 44.2 37.7 49.0 43.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.4 13.7 0.4 15.5 9.0 1.0 11.9 5.2 0.1 18.5 12.9 0.1 Delay (s)55.3 43.5 17.9 69.8 36.9 18.9 48.4 53.4 44.3 56.2 62.0 43.8 Level of Service E D B E D B D D D E E D Approach Delay (s)40.0 35.1 49.2 56.6 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 41.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length (s) 120.0 Sum of lost time (s)18.5 Intersection Capacity Utilization 88.7% ICU Level of Service E Analysis Period (min)15 c Critical Lane Group HCM 2010 TWSC 3: Boardwalk & Dr 1 Boardwalk 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2020 PM Peak Synchro 10 Report Walter P Moore Page 2 Intersection Int Delay, s/veh 12.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 51 6 10 11 2 201 6 282 11 192 315 24 Future Vol, veh/h 51 6 10 11 2 201 6 282 11 192 315 24 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 60 7 12 13 2 236 7 332 13 226 371 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1309 1196 385 1200 1204 339 399 0 0 345 0 0 Stage 1 837 837 - 353 353 - - - - - - - Stage 2 472 359 - 847 851 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 136 186 663 162 184 703 1160 - - 1214 - - Stage 1 361 382 - 664 631 - - - - - - - Stage 2 573 627 - 357 376 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 76 150 663 131 149 703 1160 - - 1214 - - Mov Cap-2 Maneuver 76 150 - 131 149 - - - - - - - Stage 1 358 311 - 659 627 - - - - - - - Stage 2 376 623 - 279 306 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 138.9 13.9 0.2 3.1 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1160 - - 92 131 703 1214 - - HCM Lane V/C Ratio 0.006 - - 0.857 0.099 0.336 0.186 - - HCM Control Delay (s) 8.1 0 - 138.9 35.5 12.7 8.6 - - HCM Lane LOS A A - F E B A - - HCM 95th %tile Q(veh) 0 - - 4.7 0.3 1.5 0.7 - - HCM 2010 TWSC 5: Boardwalk & Dr 2 Boardwalk 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2020 PM Peak Synchro 10 Report Walter P Moore Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 0 9 22 2 42 5 197 13 33 329 22 Future Vol, veh/h 46 0 9 22 2 42 5 197 13 33 329 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - 75 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 54 0 11 26 2 49 6 232 15 39 387 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 755 737 400 736 743 240 413 0 0 247 0 0 Stage 1 478 478 - 252 252 - - - - - - - Stage 2 277 259 - 484 491 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 325 346 650 335 343 799 1146 - - 1319 - - Stage 1 568 556 - 752 698 - - - - - - - Stage 2 729 694 - 564 548 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 295 334 650 321 331 799 1146 - - 1319 - - Mov Cap-2 Maneuver 295 334 - 321 331 - - - - - - - Stage 1 565 539 - 747 694 - - - - - - - Stage 2 678 690 - 538 532 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.9 13.2 0.2 0.7 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1146 - - 324 519 1319 - - HCM Lane V/C Ratio 0.005 - - 0.2 0.15 0.029 - - HCM Control Delay (s) 8.2 0 - 18.9 13.2 7.8 - - HCM Lane LOS A A - C B A - - HCM 95th %tile Q(veh) 0 - - 0.7 0.5 0.1 - - HCM 2010 TWSC 14: Dr 3 Harmony Rd & Harmony 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2020 PM Peak Synchro 10 Report Walter P Moore Page 5 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1860 82 0 1916 0 76 Future Vol, veh/h 1860 82 0 1916 0 76 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2188 96 0 2254 0 89 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 1142 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 167 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - - - - 167 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 49 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)167 - - - HCM Lane V/C Ratio 0.535 - - - HCM Control Delay (s) 49 - - - HCM Lane LOS E - - - HCM 95th %tile Q(veh) 2.7 - - - HCM 2010 TWSC 8: Lemay Ave/Lemay & Dr 4 Lemay Ave 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2020 PM Peak Synchro 10 Report Walter P Moore Page 4 Intersection Int Delay, s/veh 32.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 127 7 62 4 0 59 43 577 5 49 673 283 Future Vol, veh/h 127 7 62 4 0 59 43 577 5 49 673 283 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - 150 - - 100 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 149 8 73 5 0 69 51 679 6 58 792 333 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1350 1695 396 1300 2025 343 1125 0 0 685 0 0 Stage 1 908 908 - 784 784 - - - - - - - Stage 2 442 787 - 516 1241 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 109 92 603 119 57 653 617 - - 904 - - Stage 1 296 352 - 352 402 - - - - - - - Stage 2 564 401 - 510 245 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver ~ 87 79 603 86 49 653 617 - - 904 - - Mov Cap-2 Maneuver ~ 87 79 - 86 49 - - - - - - - Stage 1 271 329 - 323 369 - - - - - - - Stage 2 462 368 - 409 229 - - - - - - - Approach EB WB NB SB HCM Control Delay, s$ 305.4 14.3 0.8 0.5 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)617 - - 87 603 460 904 - - HCM Lane V/C Ratio 0.082 - - 1.717 0.121 0.161 0.064 - - HCM Control Delay (s) 11.4 - -$ 448.7 11.8 14.3 9.3 - - HCM Lane LOS B - - F B B A - - HCM 95th %tile Q(veh) 0.3 - - 12.3 0.4 0.6 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC 1: Oakridge Drive & Dr 5 Oakridge 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2020 PM Peak Synchro 10 Report Walter P Moore Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 114 4 17 131 25 10 2 19 43 2 10 Future Vol, veh/h 7 114 4 17 131 25 10 2 19 43 2 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 134 5 20 154 29 12 2 22 51 2 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 183 0 0 139 0 0 369 376 137 374 364 169 Stage 1 - - - - - - 153 153 - 209 209 - Stage 2 - - - - - - 216 223 - 165 155 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1392 - - 1445 - - 588 555 911 583 564 875 Stage 1 - - - - - - 849 771 - 793 729 - Stage 2 - - - - - - 786 719 - 837 769 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1392 - - 1445 - - 569 543 911 558 552 875 Mov Cap-2 Maneuver - - - - - - 569 543 - 558 552 - Stage 1 - - - - - - 844 766 - 788 718 - Stage 2 - - - - - - 761 708 - 809 764 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.7 10.1 11.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)736 1392 - - 1445 - - 597 HCM Lane V/C Ratio 0.05 0.006 - - 0.014 - - 0.108 HCM Control Delay (s) 10.1 7.6 0 - 7.5 0 - 11.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.4 Tab Four Future Condition Capacity Analysis (2040) HCM Signalized Intersection Capacity Analysis 99: Boardwalk & Harmony 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2040 AM Peak Synchro 10 Report Walter P Moore Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)53 1261 187 80 1280 343 152 95 66 143 84 66 Future Volume (vph)53 1261 187 80 1280 343 152 95 66 143 84 66 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 16 11 12 12 12 11 11 11 11 12 Total Lost time (s)3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.5 5.5 3.0 5.5 5.5 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot)1711 3539 1745 1711 3539 1583 1768 1801 1511 1710 1801 1563 Flt Permitted 0.13 1.00 1.00 0.13 1.00 1.00 0.69 1.00 1.00 0.68 1.00 1.00 Satd. Flow (perm)228 3539 1745 232 3539 1583 1290 1801 1511 1215 1801 1563 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)56 1341 199 85 1362 365 162 101 70 152 89 70 RTOR Reduction (vph) 0 0 81 0 0 147 0 0 63 0 0 63 Lane Group Flow (vph) 56 1341 118 85 1362 218 162 101 7 152 89 7 Confl. Peds. (#/hr)3 3 1 1 1 1 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 8 6 6 2 2 Actuated Green, G (s) 69.9 64.4 64.4 70.7 64.8 64.8 19.3 10.3 10.3 19.1 10.2 10.2 Effective Green, g (s) 71.9 65.4 65.4 72.7 65.8 65.8 21.3 11.3 11.3 21.1 11.2 11.2 Actuated g/C Ratio 0.65 0.59 0.59 0.66 0.60 0.60 0.19 0.10 0.10 0.19 0.10 0.10 Clearance Time (s)4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.5 6.5 4.0 6.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 236 2104 1037 246 2116 946 293 185 155 277 183 159 v/s Ratio Prot 0.01 0.38 c0.02 c0.38 c0.05 0.06 0.05 0.05 v/s Ratio Perm 0.14 0.07 0.21 0.14 c0.06 0.00 0.06 0.00 v/c Ratio 0.24 0.64 0.11 0.35 0.64 0.23 0.55 0.55 0.05 0.55 0.49 0.04 Uniform Delay, d1 9.9 14.6 9.7 10.1 14.4 10.3 39.4 46.9 44.5 39.4 46.7 44.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 1.5 0.2 0.8 1.5 0.6 2.3 3.3 0.1 2.2 2.0 0.1 Delay (s)10.4 16.0 9.9 11.0 16.0 10.9 41.6 50.2 44.6 41.6 48.7 44.7 Level of Service B B A B B B D D D D D D Approach Delay (s)15.1 14.7 44.8 44.4 Approach LOS B B D D Intersection Summary HCM 2000 Control Delay 19.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 110.0 Sum of lost time (s)16.5 Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min)15 c Critical Lane Group HCM 2010 TWSC 3: Boardwalk & Dr 1 Boardwalk 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2040 AM Peak Synchro 10 Report Walter P Moore Page 2 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 5 7 0 0 50 26 232 5 61 224 55 Future Vol, veh/h 22 5 7 0 0 50 26 232 5 61 224 55 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 6 8 0 0 59 31 273 6 72 264 65 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 809 782 297 786 - 276 329 0 0 279 0 0 Stage 1 441 441 - 338 - - - - - - - - Stage 2 368 341 - 448 - - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 - 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 - - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 - - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 - 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 299 326 742 310 0 763 1231 - - 1284 - - Stage 1 595 577 - 676 0 - - - - - - - Stage 2 652 639 - 590 0 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 258 299 742 282 - 763 1231 - - 1284 - - Mov Cap-2 Maneuver 258 299 - 282 - - - - - - - - Stage 1 577 545 - 656 - - - - - - - - Stage 2 584 620 - 545 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.6 10.1 0.8 1.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1231 - - 305 - 763 1284 - - HCM Lane V/C Ratio 0.025 - - 0.131 - 0.077 0.056 - - HCM Control Delay (s) 8 0 - 18.6 0 10.1 8 - - HCM Lane LOS A A - C A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.4 - 0.2 0.2 - - HCM 2010 TWSC 5: Boardwalk & Dr 2 Boardwalk 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2040 AM Peak Synchro 10 Report Walter P Moore Page 3 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 0 3 6 0 7 11 223 14 13 171 48 Future Vol, veh/h 36 0 3 6 0 7 11 223 14 13 171 48 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - 75 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 42 0 4 7 0 8 13 262 16 15 201 56 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 559 563 229 557 583 270 257 0 0 278 0 0 Stage 1 259 259 - 296 296 - - - - - - - Stage 2 300 304 - 261 287 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 440 435 810 441 424 769 1308 - - 1285 - - Stage 1 746 694 - 712 668 - - - - - - - Stage 2 709 663 - 744 674 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 428 425 810 431 414 769 1308 - - 1285 - - Mov Cap-2 Maneuver 428 425 - 431 414 - - - - - - - Stage 1 737 686 - 703 660 - - - - - - - Stage 2 693 655 - 732 666 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14 11.5 0.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1308 - - 444 565 1285 - - HCM Lane V/C Ratio 0.01 - - 0.103 0.027 0.012 - - HCM Control Delay (s) 7.8 0 - 14 11.5 7.8 - - HCM Lane LOS A A - B B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0 - - HCM 2010 TWSC 14: Dr 3 Harmony Rd & Harmony 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2040 AM Peak Synchro 10 Report Walter P Moore Page 5 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1465 29 0 1677 0 17 Future Vol, veh/h 1465 29 0 1677 0 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1724 34 0 1973 0 20 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 879 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 250 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - - - - 250 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 20.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)250 - - - HCM Lane V/C Ratio 0.08 - - - HCM Control Delay (s) 20.6 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.3 - - - HCM 2010 TWSC 8: Lemay Ave/Lemay & Dr 4 Lemay Ave 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2040 AM Peak Synchro 10 Report Walter P Moore Page 4 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 8 33 3 5 35 24 733 9 43 495 87 Future Vol, veh/h 42 8 33 3 5 35 24 733 9 43 495 87 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - 150 - - 100 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 49 9 39 4 6 41 28 862 11 51 582 102 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1174 1613 291 1322 1710 437 684 0 0 873 0 0 Stage 1 684 684 - 924 924 - - - - - - - Stage 2 490 929 - 398 786 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 147 103 706 114 90 567 905 - - 768 - - Stage 1 405 447 - 290 346 - - - - - - - Stage 2 529 344 - 599 401 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 120 93 706 92 81 567 905 - - 768 - - Mov Cap-2 Maneuver 120 93 - 92 81 - - - - - - - Stage 1 392 417 - 281 335 - - - - - - - Stage 2 467 333 - 517 375 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 35.2 20.9 0.3 0.7 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)905 - - 120 706 276 768 - - HCM Lane V/C Ratio 0.031 - - 0.412 0.055 0.183 0.066 - - HCM Control Delay (s) 9.1 - - 54.6 10.4 20.9 10 - - HCM Lane LOS A - - F B C B - - HCM 95th %tile Q(veh) 0.1 - - 1.8 0.2 0.7 0.2 - - HCM 2010 TWSC 1: Oakridge Drive & Dr 5 Oakridge 11/03/2020 Sam's Club TIA 8:00 am 11/02/2020 Proposed 2040 AM Peak Synchro 10 Report Walter P Moore Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 79 16 57 93 12 15 0 22 14 0 0 Future Vol, veh/h 3 79 16 57 93 12 15 0 22 14 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 93 19 67 109 14 18 0 26 16 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 123 0 0 112 0 0 361 368 103 374 370 116 Stage 1 - - - - - - 111 111 - 250 250 - Stage 2 - - - - - - 250 257 - 124 120 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1464 - - 1478 - - 595 561 952 583 560 936 Stage 1 - - - - - - 894 804 - 754 700 - Stage 2 - - - - - - 754 695 - 880 796 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1464 - - 1478 - - 571 532 952 545 531 936 Mov Cap-2 Maneuver - - - - - - 571 532 - 545 531 - Stage 1 - - - - - - 891 802 - 752 666 - Stage 2 - - - - - - 717 661 - 854 794 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.7 10.1 11.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)749 1464 - - 1478 - - 545 HCM Lane V/C Ratio 0.058 0.002 - - 0.045 - - 0.03 HCM Control Delay (s) 10.1 7.5 0 - 7.6 0 - 11.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1 HCM Signalized Intersection Capacity Analysis 99: Boardwalk & Harmony 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2040 PM Peak Synchro 10 Report Walter P Moore Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)70 1882 344 101 1842 414 311 194 123 360 239 92 Future Volume (vph)70 1882 344 101 1842 414 311 194 123 360 239 92 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 16 11 12 12 12 11 11 11 11 12 Total Lost time (s)3.0 5.0 5.0 5.0 5.0 5.0 3.0 5.5 5.5 3.0 5.5 5.5 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot)1711 3539 1744 1711 3539 1583 1769 1801 1510 1710 1801 1562 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.25 1.00 1.00 0.38 1.00 1.00 Satd. Flow (perm)1711 3539 1744 1711 3539 1583 471 1801 1510 685 1801 1562 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)74 2002 366 107 1960 440 331 206 131 383 254 98 RTOR Reduction (vph) 0 0 189 0 0 131 0 0 110 0 0 82 Lane Group Flow (vph) 74 2002 177 107 1960 309 331 206 21 383 254 16 Confl. Peds. (#/hr)3 3 1 1 1 1 Turn Type Prot NA Perm Prot NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 6 2 2 Actuated Green, G (s) 8.9 55.6 55.6 7.8 56.5 56.5 34.1 18.1 18.1 34.1 18.1 18.1 Effective Green, g (s) 9.9 56.6 56.6 8.8 57.5 57.5 36.1 19.1 19.1 36.1 19.1 19.1 Actuated g/C Ratio 0.08 0.47 0.47 0.07 0.48 0.48 0.30 0.16 0.16 0.30 0.16 0.16 Clearance Time (s)4.0 6.0 6.0 6.0 6.0 6.0 4.0 6.5 6.5 4.0 6.5 6.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 141 1669 822 125 1695 758 325 286 240 351 286 248 v/s Ratio Prot 0.04 c0.57 0.06 c0.55 0.14 0.11 c0.15 0.14 v/s Ratio Perm 0.10 0.20 0.16 0.01 c0.17 0.01 v/c Ratio 0.52 1.20 0.22 0.86 1.16 0.41 1.02 0.72 0.09 1.09 0.89 0.06 Uniform Delay, d1 52.8 31.7 18.6 55.0 31.2 20.2 37.8 47.9 43.0 39.2 49.4 42.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 95.9 0.6 40.2 77.5 1.6 54.7 8.6 0.2 74.7 26.5 0.1 Delay (s)56.3 127.6 19.2 95.1 108.7 21.8 92.5 56.5 43.2 113.9 75.9 43.0 Level of Service E F B F F C F E D F E D Approach Delay (s)109.2 92.9 71.7 91.3 Approach LOS F F E F Intersection Summary HCM 2000 Control Delay 96.7 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.19 Actuated Cycle Length (s) 120.0 Sum of lost time (s)18.5 Intersection Capacity Utilization 104.5% ICU Level of Service G Analysis Period (min)15 c Critical Lane Group HCM 2010 TWSC 3: Boardwalk & Dr 1 Boardwalk 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2040 PM Peak Synchro 10 Report Walter P Moore Page 2 Intersection Int Delay, s/veh 48.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 63 7 13 14 3 243 8 345 14 232 385 30 Future Vol, veh/h 63 7 13 14 3 243 8 345 14 232 385 30 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 74 8 15 16 4 286 9 406 16 273 453 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1594 1457 471 1460 1466 414 488 0 0 422 0 0 Stage 1 1017 1017 - 432 432 - - - - - - - Stage 2 577 440 - 1028 1034 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 86 130 593 107 128 638 1075 - - 1137 - - Stage 1 287 315 - 602 582 - - - - - - - Stage 2 502 578 - 283 309 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver ~ 37 98 593 79 96 638 1075 - - 1137 - - Mov Cap-2 Maneuver ~ 37 98 - 79 96 - - - - - - - Stage 1 284 239 - 595 576 - - - - - - - Stage 2 272 572 - 202 235 - - - - - - - Approach EB WB NB SB HCM Control Delay, s$ 708.1 17.7 0.2 3.3 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1075 - - 46 79 638 1137 - - HCM Lane V/C Ratio 0.009 - - 2.123 0.208 0.448 0.24 - - HCM Control Delay (s) 8.4 0 -$ 708.1 62.2 15.1 9.2 - - HCM Lane LOS A A - F F C A - - HCM 95th %tile Q(veh) 0 - - 10.1 0.7 2.3 0.9 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC 5: Boardwalk & Dr 2 Boardwalk 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2040 PM Peak Synchro 10 Report Walter P Moore Page 3 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 57 0 11 26 3 52 7 241 15 41 402 27 Future Vol, veh/h 57 0 11 26 3 52 7 241 15 41 402 27 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - 75 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 67 0 13 31 4 61 8 284 18 48 473 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 927 903 489 901 910 293 505 0 0 302 0 0 Stage 1 585 585 - 309 309 - - - - - - - Stage 2 342 318 - 592 601 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 249 277 579 259 275 746 1060 - - 1259 - - Stage 1 497 498 - 701 660 - - - - - - - Stage 2 673 654 - 493 489 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver 218 264 579 244 262 746 1060 - - 1259 - - Mov Cap-2 Maneuver 218 264 - 244 262 - - - - - - - Stage 1 493 479 - 695 654 - - - - - - - Stage 2 609 648 - 464 470 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.1 15.7 0.2 0.7 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1060 - - 242 432 1259 - - HCM Lane V/C Ratio 0.008 - - 0.331 0.221 0.038 - - HCM Control Delay (s) 8.4 0 - 27.1 15.7 8 - - HCM Lane LOS A A - D C A - - HCM 95th %tile Q(veh) 0 - - 1.4 0.8 0.1 - - HCM 2010 TWSC 14: Dr 3 Harmony Rd & Harmony 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2040 PM Peak Synchro 10 Report Walter P Moore Page 5 Intersection Int Delay, s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2270 101 0 2338 0 92 Future Vol, veh/h 2270 101 0 2338 0 92 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2671 119 0 2751 0 108 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 1395 Stage 1 - -- - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 112 Stage 1 - - 0 - 0 - Stage 2 - -0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - - - - 112 Mov Cap-2 Maneuver - - - - - - Stage 1 - -- - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 148.1 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)112 - - - HCM Lane V/C Ratio 0.966 - - - HCM Control Delay (s) 148.1 - - - HCM Lane LOS F - - - HCM 95th %tile Q(veh) 6.1 - - - HCM 2010 TWSC 8: Lemay Ave/Lemay & Dr 4 Lemay Ave 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2040 PM Peak Synchro 10 Report Walter P Moore Page 4 Intersection Int Delay, s/veh 103.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 154 9 75 5 0 72 52 705 7 60 822 344 Future Vol, veh/h 154 9 75 5 0 72 52 705 7 60 822 344 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - 150 - - 100 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 181 11 88 6 0 85 61 829 8 71 967 405 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1646 2068 484 1586 2469 419 1372 0 0 837 0 0 Stage 1 1109 1109 - 955 955 - - - - - - - Stage 2 537 959 - 631 1514 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 65 54 529 73 30 583 496 - - 793 - - Stage 1 223 283 - 278 335 - - - - - - - Stage 2 496 334 - 436 181 - - - - - - - Platoon blocked, %- -- - Mov Cap-1 Maneuver ~ 47 43 529 42 24 583 496 - - 793 - - Mov Cap-2 Maneuver ~ 47 43 - 42 24 - - - - - - - Stage 1 196 258 - 244 294 - - - - - - - Stage 2 372 293 - 317 165 - - - - - - - Approach EB WB NB SB HCM Control Delay, s$ 987.8 20.8 0.9 0.5 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)496 - - 47 529 317 793 - - HCM Lane V/C Ratio 0.123 - - 3.855 0.167 0.286 0.089 - - HCM Control Delay (s) 13.3 - -$ 1462.5 13.2 20.8 10 - - HCM Lane LOS B - - F B C A - - HCM 95th %tile Q(veh) 0.4 - - 20.1 0.6 1.2 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC 1: Oakridge Drive & Dr 5 Oakridge 11/03/2020 Sam's Club TIA 11/02/2020 Proposed 2040 PM Peak Synchro 10 Report Walter P Moore Page 1 Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 140 5 21 160 30 13 3 24 51 3 13 Future Vol, veh/h 9 140 5 21 160 30 13 3 24 51 3 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 165 6 25 188 35 15 4 28 60 4 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 223 0 0 171 0 0 455 463 168 462 449 206 Stage 1 - -- - - - 190 190 - 256 256 - Stage 2 - - - - - - 265 273 - 206 193 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1346 - - 1406 - - 515 496 876 510 505 835 Stage 1 - - - - - - 812 743 - 749 696 - Stage 2 - -- - - - 740 684 - 796 741 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1346 - - 1406 - - 492 482 876 480 490 835 Mov Cap-2 Maneuver - - - - - - 492 482 - 480 490 - Stage 1 - -- - - - 805 736 - 742 682 - Stage 2 - - - - - - 708 670 - 760 734 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.8 10.8 13.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)666 1346 - - 1406 - - 524 HCM Lane V/C Ratio 0.071 0.008 - - 0.018 - - 0.15 HCM Control Delay (s) 10.8 7.7 0 - 7.6 0 - 13.1 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.5 Development Review Center 281 North College Avenue PO Box 580 Fort Collins, CO 80522-0580 970-221-6750 fcgov.com/DevelopmentReview Sam’s Fueling… Neighborhood Meeting Notes February 10, 2020 Meeting Date Plymouth Congregational Church These notes are a summary of the neighborhood meeting discussion and not a verbatim transcript. Please contact staff at any time with any comments or questions: Staff: Clark Mapes, City Planner, ph 970.221.6225, cmapes@fcgov.com Marcy Yoder, Development Review Liaison, ph 970.221.6076, myoder@fcgov.com Attendees: Four community members attended. Staff Presentation Marcy introduced the purpose of the meeting and how it fits into the process for prospective development in the City. The meeting purpose is to share information between the prospective developer and interested community members, with City staff supporting as is helpful. Meeting discussion is intended to be considered by the development team as they decide whether and how to formulate an actual application for submittal to the City for review. Notes from the neighborhood meeting would eventually be provided to the decision makers. Applicant Presentation Chelsea Penn, Sam’s Club The applicants representative showed a site plan and preliminary architectural design for the facility. The facility was planned as part of a program throughout all Sam’s Club locations. Only club members can access the facility. Questions, Comments and Discussion Comment: The Harmony Market shopping center has a common area association that maintains the loop drive which accesses the Sam’s parking lot, but Sam’s is not a member of the association. Sam’s was the first thing built and is N e i g h b o r h o o d M e e t i n g N o t e s - P a g e | 2 separate from the easement agreements that the rest of the center is party to. That loop drive was recently resurfaced. Would you consider participating in that maintenance? Response (Applicants): That looks like it makes sense, We would consider that. Comment: I’m the manager of the Sam’s store here. I was actually not aware that this was being considered until I got this meeting notice. Glad to hear it. I have customers asking about getting a fuel club here. Some say they drive to Coscto but they would love to have this here instead. Question: Traffic already backs up on Boardwalk past the entrance to the shopping center which turns that intersection into a big problem. This looks like it would make that worse. Will this proposal take Boardwalk traffic into account? Response (Applicants): We will have a traffic study that will look at the whole situation. We would note that there is another access point a little way to the south of the main access drive and also an access drive from the rear of the center so that if anyone was coming to Sam’s and they wanted to avoid the congestion at busy times they do have other alternatives. But the traffic study will tell us a lot more. ~ The meeting was very brief, and the attendees took the opportunity to discuss mutual interests after the q & a session adjourned. SITES1S2S3S4S5S6S7HCPOLLDREGCHCUELDRLDMNMDMNMDMNLDRLDRPOLPOLLDMNLDRPOLLDMNGCSCLDMNLDMNE HARMONY ROADOAKRIDGE DRS BOA R D W A L K D R S LEMAY AVES COLLEGE AVEFOSSIL CREEK PK WY S COLLEGE AVES MASON STMASON TRAILS BO A R D W AL K D R SAM'SCLUBE HARMONY ROADS LEMAY AVES COLLEGE AVEARIZONA ƒ ARKANSAS ƒ CALIFORNIA ƒ FLORIDA ƒ MINNESOTA ƒ NORTH CAROLINA ƒ PENNSYLVANIA ƒ TEXASLAND USE TABLEPROJECT NAME:SAM'S CLUB FUEL STATION #6633PROJECT ADDRESS:4700 BOARDWALK DRIVE, FT. COLLINS, CO 80525PROJECT DESCRIPTION:CONSTRUCTION OF A FREE STANDING FUEL STATION WITHIN THEEXISTING SAM'S CLUB PARKING LOTEXITING ZONING:HARMONY CORRIDOR DISTRICT (H-C)PROPOSED ZONING:N/ATOTAL PARCEL SIZE (SAM'S CLUB):11.95± AC / 520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKETP.U.D.)TOTAL PROJECT SIZE (FUEL STATION):TBDMAXIMUM BUILDING HEIGHT:21'-6'' (CANOPY) 11'-6'' (KIOSK) 30'-0''± (EXISTING SAM'S CLUB)TOTAL FLOOR AREA:130,383± SF (PRE-CONSTRUCTION) 130,583± SF (POST-CONSTRUCTION)TOTAL FLOOR AREA RATIO:25.38% (PRE-CONSTRUCTION) 25.42% (POST-CONSTRUCTION)TOTAL PRE-CONSTRUCTION PARKING:557 (4.27 / 1,000)MINIMUM & MAXIMUM REQUIRED:261 MIN (2 / 1,000) - 522 MAX (4 / 1,000)STANDARD:539 SPACESCOMPACT:N/AACCESSIBLE:12 SPACES (12 REQUIRED - 2% OF TOTAL)MOTORCYCLE:N/ABICYCLE (ENCLOSED):UNKNOWNBICYCLE (FIXED):8 (33 REQUIRED - 1 / 4,000)TOTAL POST-CONSTRUCTION PARKING:484 (3.71 / 1,000)MINIMUM & MAXIMUM REQUIRED:261 MIN (2 /1,000) - 522 MAX (4 / 1,000)STANDARD:471COMPACT:N/AACCESSIBLE:13 (9 REQUIRED)MOTORCYCLE:N/ABICYCLE (ENCLOSED):UNKNOWNBICYCLE (FIXED):10 (33 REQUIRED FOR PROJECT - 1 / 4,000)SITE PLAN NOTES:1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORMDRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALLEASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANSMUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THEPLANS.4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROMADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISHSUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THEBUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBINGVENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASINGPLAN IS SHOWN WITH THESE PLANS.6.[IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP].7.[IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR STANDARDSAS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE.8.[IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY HOMES SHALL BEREQUIRED. THESE HOUSING MODELS SHALL MEET OR EXCEED THE STANDARDS AS OUTLINED IN 3.5.2(C) OF THELAND USE CODE.9. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFFCAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.10. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVEDBY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS ASPECIFIC VARIANCE IS GRANTED BY THE CITY.11. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDEAN APPROVED FIRE EXTINGUISHING SYSTEM.12. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.13. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDEDAT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLEPARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPENO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.14. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFICCIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTYOWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FORSNOW REMOVAL ON ALLADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.15. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BEIN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS,ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.16. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREETSIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.17. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVECOVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCEDHAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING,SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES(IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRINGTHAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.18. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS,SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUETO CONSTRUCTION OF THISPROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'SEXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THEFIRST CERTIFICATE OF OCCUPANCY.19.FIRELANEMARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIALPRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL,APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDSNO PARKING FIRE LANE SHALL BEPROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADSOR PROHIBIT THE OBSTRUCTIONTHEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLECONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.20. ALL PUBLIC SIDEWALK, DRIVEWAYS AND RAMPS EXISTING OR PROPOSED ADJACENT OR WITHIN THE SITE NEEDTO MEET ADA STANDARDS, IF THEY CURRENTLY DO NOT, THEY WILL NEED TO BE RECONSTRUCTED SO THAT THEY DOMEET CURRENT ADA STANDARDS AS A PART OF THIS PROJECT.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY ANDPOUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVEIS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESSNUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLYLEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OFSIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THEBUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLEOR OTHER SIGN OR MEANS SHALL BEUSED TO IDENTIFY THE STRUCTURE.NOTICE TO BIDDERS:WETLANDS INFORMATION:BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORYLOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECT DOES NOT APPEAR TO BEWITHIN A KNOWN WETLAND AREA.ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BE DIRECTEDTO THE OWNER'S CONSTRUCTION DEPARTMENT VIA ON-LINE BID QUESTIONTOOL. SUBCONTRACTORSMUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THECONSULTING ARCHITECTAND/OR THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIORAUTHORIZATION FROM THE OWNER/DEVELOPER.CITY OF FORT COLLINS, CO NOTES:Vicinity MapSCALE: 1 INCH = 1,000 FEETVICINITY MAP LEGEND:SCHOOLS / COLLEGESS1 COLORADO EARLY COLLEGES HIGH SCHOOLS2 KRUSE ELEMENTARY SCHOOLS3 COLORADO EARLY COLLEGES MIDDLE SCHOOLS4 FRONT RANGE ACADEMY PRIVATE SCHOOLS5 THE LEARNING EXPERIENCE PRESCHOOLS6 ACADEMY OF ARTS AND KNOWLEDGE PRESCHOOLS7 WERNER ELEMENTARY SCHOOLZONING DISTRICTSGC GENERAL COMMERCIAL DISTRICTHC HARMONY CORRIDOR DISTRICTLDMN LOW DENSITY MIXED-USE NEIGHBORHOOD DISTRICTLDR LOW DENSITY RESIDENTIAL DISTRICTMDMN MEDIUM DENSITY MIXED-USE NEIGHBORHOOD DISTRICTPOL PUBLIC OPEN LANDS DISTRICTSC SERVICE COMMERCIAL DISTRICTUE URBAN ESTATES DISTRICTSITE LOCATION BOUNDARYZONING DISTRICT BOUNDARYSTREET CENTERLINEWATER BODYNATURAL AREAPARKTHESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLYRESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FORACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUEDFOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIESOF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.INDEMNIFICATION STATEMENT:FLOOD ZONE INFORMATION:FLOOD ZONE CLASSIFICATION: ZONE X (AREA OF MINIMAL FLOOD HAZARD)FLOOD INSURANCE RATE MAP: 08069C1000F, DATED DEC. 19, 2006 (NOT PRINTED)REVISIONSDATENO. DESCRIPTION5/19/2020INITIAL DESIGNLOT 1, HARMONY MARKET P.U.D., FIRST FILING, IN THE CITY OF FORT COLLINS, ACCORDING TO THE RECORDED PLATTHEREOF, COUNTY OF LARIMER, STATE OF COLORADO.ALSO KNOWN AS:A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OFTHE 6THP.N., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLYDESCRIBED AS FOLLOWS:CONSIDERING THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 1 AS BEARING, SOUTH 0°10'00” WEST,FROM A FOUND NUMBER FOUR REBAR WITH YELLOW CAP AT THE NORTHEASTCORNER, TO A FOUND REBAR IN AVALVE BOX AT THE EAST QUARTER CORNER OF SAID SECTION 1 AND WITHALL BEARINGS CONTAINED HEREINRELATIVE THERETO:COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 1; THENCE ALONG SAID EAST LINE, SOUTH 0°10'10”WEST, 49.94 FEET; THENCE, NORTH 89°50'00” WEST, 63.00 FEET TO APOINT ON THE SOUTHERLY RIGHT-OF-WAYLINE OF COLORADO STATE HIGHWAY NO. 68; THENCE ALONG SAID RIGHT-OF-WAY, NORTH 46°21'21” WEST, 24.52FEET; THENCE, SOUTH 89°45'15” WEST, 921.30 FEET; THENCE, SOUTH 89°55'30” WEST, 600.00 FEET; THENCE SOUTH83°39'00” WEST, 402.76 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY, SOUTH 0°11'05” WEST, 363.38 FEET TO APOINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF1°12'48”, A RADIUS OF 566.00 FEET ANDTHE CHORD OF WHICH BEARS SOUTH 0°25'19” EAST, 11.99 FEET; THENCE ALONG THE ARC OF SAID CURVE 11.99FEET TO THE POINT OF BEGINNING; THENCE, NORTH 80°29'24” EAST, 119.64 FEET TO A POINT ON A CURVE CONCAVETO THE NORTHWEST, HAVING A CENTRAL ANGLE OF 45°41'15”, A RADIUS OF 100.00 FEET AND THE CHORD OFWHICH BEARS, NORTH 57°38'46” EAST 77.64 FEET; THENCE ALONG ARC OF SAID CURVE 79.74 FEET; THENCE, NORTH34°48'09” EAST, 118.16 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTHEAST, HAVING A CENTRAL ANGLE OF54°36'22”, A RADIUS OF 100.00 FEET AND THE CHORD OF WHICH BEARSNORTH 62°06'20” EAST, 91.74 FEET; THENCEALONG THE ARC OF SAID CURVE 95.31 FEET; THENCE, NORTH 89°24'31”EAST, 263.86 FEET; THENCE, SOUTH 0°00'00”WEST, 714.30 FEET; THENCE, SOUTH 90°00'00” EAST, 117.28 FEET, THENCE SOUTH 0°00'00” EAST, 308.47 FEET TO APOINT ON A CURVE CONCAVE TO THE NORTH, HAVING A CENTRAL ANGLE OF 20°28'22”, A RADIUS OF 576.00 FEETAND THE CHORD OF WHICH BEARS NORTH 78°44'31” WEST, 204.72 FEET; THENCE ALONG THE ARC OF SAID CURVE205.82 FEET; THENCE, NORTH 68°30'20” WEST, 150.28 FEET TO A POINT ON A CURVE CONCAVE TO THE SOUTH,HAVING A CENTRAL ANGLE OF 19°42'15”, A RADIUS OF 644.00 FEET AND THE CHORD OF WHICH BEARS NORTH78°21'28” WEST, 220.38 FEET; THENCE ALONG THE ARC OF SAID CURVE 221.47 FEET; THENCE NORTH 88°12'35”WEST, 107.00 FEET TO A POINT ON A CURVE CONCAVE TO THE NORTHEAST, HAVING A CENTRAL ANGLE OF90°00'00”, A RADIUS OF 11.00 FEET AND THE CHORD OF WHICH BEARS,NORTH 43°12'35” WEST, 15.56 FEET; THENCEALONG THE ARC OF SAID CURVE 17.28 FEET; THENCE, NORTH 1°47'25” EAST, 255.44 FEET TO A POINT ON A CURVECONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 10°37'46”, A RADIUS OF 644.00 FEET AND THE CHORD OFWHICH BEARS, NORTH 3°31'28” WEST, 119.30 feet; THENCE ALONG THEARC OF SAID CURVE 119.47 FEET; THENCE,NORTH 8°50'22” WEST, 215.96 FEET TO A POINT ON A CURVE CONCAVE TO THE EAST, HAVING A CENTRAL ANGLE OF7°48'39”, A RADIUS OF 566.00 FEET AND THE CHORD OF WHICH BEARS,NORTH 4°56'02” WEST, 77.10 FEET; THENCEALONG THE ARC OF SAID CURVE 77.16 FEET; TO THE POINT OF BEGINNING.LEGAL DESCRIPTION:CITY OF FORT COLLINS, COLORADOAPPROVALSAPPROVED:CITY ENGINEERDATECHECKED BY:WATER & WASTEWATER UTILITY DATECHECKED BY:STORM WATER UTILITYDATECHECKED BY:PARKS & RECREATIONDATECHECKED BY:TRAFFIC ENGINEERDATECHECKED BY:DATESHEET INDEXSheet Number Sheet TitleC1COVER SHEETC2GENERAL NOTESC3DEMOLITION PLANC4OVERALL SITE PLANC4.1FIRE DEPT ACCESS PLANC5SITE PLANC5.1SITE PLAN - BASIN BC6GRADING PLANC6.1GRADING PLAN - BASIN BC7DRAINAGE PLANC7.1DRAINAGE MAP EXHIBITC7.2EXISTING IMPERVIOUS MAPC7.3PROPOSED IMPERVIOUS MAPC8UTILITY PLANC8.1UTILITY PLAN - BASIN BC9DETAIL SHEETC10DETAIL SHEETC11DETAIL SHEETC12DETAIL SHEETC13DETAIL SHEETL1LANDSCAPE PLANL1.1LANDSCAPE PLAN BASIN BL2LANDSCAPE HYDROZONESL3IRRIGATION PLANSW0SWPPP NOTESSW1SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORKSW2PHASE 1 EROSION AND SEDIMENTSW3PHASE 2 EROSION AND SEDIMENTSW4SWPPP INFORMATION SUMMARIESSW5SWPPP DETAIL 1SW6SWPPP DETAIL 2SW7SWPPP DETAIL 3APP-CPHOTOMETRIC PLANAPP-DPHOTOMETRIC PLAN1 OF 2TOPOGRAPHIC SURVEY PLAT2 OF 2TOPOGRAPHIC SURVEY PLATITEM 4, ATTACHMENT 7 DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-GN.dwg LAST SAVED BY: JOEPERKINSGENERAL NOTES:A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTINGUTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES ANDEXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS ACONTRACTOR TO THE SELLER/OWNER:TOPOGRAPHY/BOUNDARY:PLS CORPORATION532 WEST 66TH STREETLOVELAND, COLORADO 80538PHONE 970 669-2100M. BRYAN SHORT, PLSBOUNDARY SURVEY WAS NOT REQUESTED OR PERFORMED. BOUNDARY WAS TAKEN FROM OLDDESIGN DRAWINGS. CEI ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ERRORS OROMISSIONS DUE TO THE LOCATION OF BOUNDARY LINES.CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OFTHE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES.B. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATEDUTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTSAS NOTED. SEE SITE WORK SPECIFICATIONS.C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALSRESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE INACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCHOPERATIONS.D. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALLPRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT.E. WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCEWITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USESINTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITSPERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THESPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTIONON A CONTEMPORARY BASIS AT THE SITE.F. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FORCONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURINGPERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEEROF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THEADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTIONSITE.G. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE COORDINATEDWITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER.H. WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S.CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERALAPPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/ORRESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTORSHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIESHARMLESS AGAINST SUCH VIOLATION.I. RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE OWNER, RESIDENT ENGINEERINGSERVICES SHALL BE PROVIDED BY THE ENGINEERS (ON A TIME AND FREQUENCY BASIS)ACCEPTABLE TO THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS, PUBLICSEWER, AND CITY STREETS. AT THE COMPLETION OF CONSTRUCTION, THE ENGINEER SHALLCERTIFY THE CONSTRUCTION TO BE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.THIS WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE AND SHALL BECOORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT WILL BE THE CONTRACTOR'SRESPONSIBILITY TO NOTIFY THE RESIDENT ENGINEER OF ANY PRECONSTRUCTION /CONSTRUCTION CONFERENCES AND ANY PUBLIC CONSTRUCTION 24 HOURS PRIOR TO SAIDACTION.A. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONSAND CODES AND O.S.H.A. STANDARDS.B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.C. ALL UNPAVED DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH ANDWATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.D. ALL CURBED RADII ARE TO BE 2 FEET OR 10 FEET UNLESS OTHERWISE NOTED. STRIPED RADIIARE TO BE 5 FEET UNLESS OTHERWISE NOTED.E. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.F. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.G. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ONPLANS), INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFICPOLES, ETC. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESREQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL COST SHALL BE INCLUDED IN BASE BID.H. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY ALAND SURVEYOR.I. TOTAL LAND AREA IS 513,662± SQUARE FEET.J. BASED ON AN ONLINE SEARCH OF U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDSINVENTORY LOCATED AT www.fws.gov/wetlands/data/mapper.html, THE PROPOSED PROJECTDOES NOT APPEAR TO BE WITHIN A KNOWN WETLAND AREA.K. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS".L. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.M. ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.N. CONTRACTOR SHALL COORDINATE WITH SAM'S CLUB MANAGER FOR POINT OF RELOCATIONFOR EXISTING CART CORRALS.O. ISOLATION JOINTS SHALL BE INSTALLED AT ALL FIXED STRUCTURES (BUILDING, RETAININGWALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES, AND BOLLARDS) SEE DETAILSHEET.P. ANY EXISTING PARKING LOT STRIPING TO REMAIN THAT IS DAMAGED OR REMOVED DURINGCONSTRUCTION OPERATIONS SHALL BE RE-PAINTED; FOUR INCH WIDE, TWO COAT, COLORSHALL MATCH EXISTING STRIPING.Q. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FORSTORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICE, PROPOSED TOPOGRAPHY, STREETIMPROVEMENTS.R. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS ANDDIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEYINFORMATION.S. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTSTO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THEIMPLEMENTATION OF ANY CHANGES TO THE PLANS.T. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROMVIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETSDO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHINGTHE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOREQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED ORPAINTED TO MACH SURROUNDING BUILDING SURFACES.U. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASEUNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.V. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS INSECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHTSOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLAREAND UNNECESSARY DIFFUSION.W. SIGNAGE AND ADDRESSING AREA NOT PERMITTED WITH THE PLANNING DOCUMENT AND MUSTBE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITHCITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.X.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGSMUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.Y. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.Z. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BEPROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLEPARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANYDIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OFTRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.AA. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS,AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BEMAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER ISRESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS INCOMMON OPEN SPACE AREAS.AB. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THERIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREEDTO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THERESPONSIBILITY OF THE OWNER/DEVELOPER.AC. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ONALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.AD. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATERESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BECREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATIONOF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPONANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLEDCOMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANYINDIVIDUAL LOT BE PLANTED IN TURF GRASS.AE. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL ASSTREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TOCONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINSSTANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETEDIMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.AF.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THEFIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIREDBY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDETHE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADSTO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICHFIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION ATALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.AG.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVEDBY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OFOCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIREDTO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERSOR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE,VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUMOF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF APRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.GENERAL SITE PLAN NOTES:GENERAL DEMOLITION PLAN NOTES:A. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDINGREMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVEDTO THE RIGHT-OF-WAY.B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONIS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUESTEXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THE PLANS.C. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.D. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.E. EXISTING GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.F. PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.G. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.H. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION ATSTRUCTURE IS WATERTIGHT.I. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALLHAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVEFINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".J. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA ORAPPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATEDWITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8,ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TOWALMART BUILT PROJECTS ONLY.K. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE ASMOOTH FIT AND CONTINUOUS GRADE.L. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURALAND PAVED AREAS.M. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IFTHE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.N. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OFTOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNINGSPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.O. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BECONSTRUCTED TO SAME.P. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROMINVERT IN TO INVERT OUT.Q. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE,VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANYCONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENTTHE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS.R. CONTRACTOR HAS THE OPTION TO BID THE FOLLOWING MATERIAL FOR THE STORM SEWERSYSTEM EXCEPT WHERE OTHERWISE NOTED: RCP (ASTM C14), TYPE PSM PVC (ASTM D3034),PE CORRUGATED PIPE, ADS N-12 (ASTM D3212), OR STEEL REINFORCED HDPE AS INDICATED ONTHIS PLAN WHERE THE WORD PIPE IS USED. ALL PIPES SHALL HAVE A MAXIMUM ROUGHNESSCOEFFICIENT ("N") OF 0.013 AND SHALL MEET OR EXCEED THE PIPE MANUFACTURERS REQUIREMENTS FOR MINIMUM AND MAXIMUM COVER. CONTRACTOR SHALL REFER TO THE SITEWORK SPECIFICATION SECTION FOR STORM SEWER SYSTEMS FOR ACCEPTABLE TYPE AND MATERIAL.S. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.T. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OFTOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALLPROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED,FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH ISESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATIONRATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECTSHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.U. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THESPECIFICATIONS:ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER ''UTILITY AND STORM DRAINTRENCH AND BEDDING'' DETAIL SHOWN ON DETAIL SHEETS.ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS.GENERAL GRADING PLAN NOTES:A. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSEDUTILITIES.B. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORECONNECTING TO ANY EXISTING LINE.C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THESPECIFICATIONS:ALL WATER LINES 3/4 INCH TO TWO (2) INCHES SHALL BE TYPE K COPPER CONFORMINGTO AWWA C800. 1-1/2 INCH AND TWO (2) INCH SERVICES MAY USE HDPE DR 9 PER ASTMD2737 IN LIEU OF TYPE K COPPER.ALL WATER LINES FOUR (4) INCHES AND LARGER SHALL BE PVC AWWA C900 DR-18 CLASS150 AND AWWA C909 CLASS 200.ALL SANITARY SEWER LINES FOUR (4) INCHES TO 15 INCHES SHALL BE PVC, ASTM D3034,TYPE PSM, SDR 35.ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM FOUR (4) FEET COVER.D. MINIMUM TRENCH WIDTH SHALL BE TWO (2) FEET.E. ALL WATER JOINTS FOUR (4) INCHES AND LARGER ARE TO BE MECHANICAL JOINTS WITH THRUSTBLOCKING AS CALLED OUT IN SPECIFICATIONS.F. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICALCLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).G. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER ON ALL WATERLINES.H. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINESAND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPEWITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINESHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TOPROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI21.11 (AWWA C-151) (CLASS 50).I. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.J. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSEDPAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITHWATER TIGHT LIDS.K. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTHAT 3000 P.S.I.L. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.M. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.N. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCALAUTHORITIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER ANDSEWER LINES.O. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONIS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUESTEXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THE PLANS.P. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONSREQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONSOF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION.Q. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.R. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN.S. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITHADJACENT PROPERTY OWNERS.T. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITYCOMPANIES.U. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVALHAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY ANDCONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER.V. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER,WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY ANDCALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEIENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROMTHE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THECONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.W. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS:ALL WATER LINE PIPE AND SANITARY SEWER PIPE SHALL BE INSTALLED PER FORT COLLINSSTANDARD DETAILS W1 AND WW1, SHOWN ON DETAIL SHEETS.GENERAL UTILITY PLAN NOTES:A. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN ALOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS,FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCHTHAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALLFACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TOGRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.B. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSINGTHE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALLPERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.C. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THEREMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THEUTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THEUTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANYFOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.D. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THEEXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTINGCONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICETO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINESAND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BEABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.E. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BEREMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROADRIGHT OF WAY DURING CONSTRUCTION.F. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVEDBY CONSTRUCTION MANAGER.G. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALLTIMES DURING DEMOLITION OF THE EXISTING FACILITIES.H. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.I. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE ASNECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.J. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTYDAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THECONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENTPROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.K.ENGINEER'S NOTICE TO CONTRACTOR:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONIS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALLTHE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS EROSIONAND SEDIMENT CONTROL PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BEIMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALLPHASES OF CONSTRUCTION.B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, ORLOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENTADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITYIMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROLSEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NOUNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.E. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREAWHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEEPARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILETFACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM SIDES.F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDETAINED AND PROPERLY TREATED OR DISPOSED.G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINEDON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASEDOR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.I. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THEACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.J. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZEDIMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OFFAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSEFIBERS, TACKIFIERS, NETTING OR BLANKETS.K. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPEDSHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED,SODDED, AND/OR VEGETATED IMMEDIATELY, AND NO LATER THAN 14 DAYS AFTER THE LASTCONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/ORLANDSCAPE PLAN.L. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOTSUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHEDBEFORE THE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASHWATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESSLOCATIONS AS PROVIDED.M. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS ORINTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.N. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THEDETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGESYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.O. ON-SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSIONAND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILEAND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED INACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.P. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCERUNOFF VELOCITIES AND EROSION.Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTORSHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILTFENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGER. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITSOF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE.CONTROL NOTES:GENERAL EROSION & SEDIMENTITEM 4, ATTACHMENT 7 wwstop signstop signstop signstop signstop signstop signstop signstop signmetal chasecovered cart returncovered cart returnstorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltasphaltconcrete sidewalkconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian sign20' AUE10' AUEwueuesanitary sewer manholerim = 5002.85'PVC inv. in (N) = 4995.29'VC inv. out (S) = 4995.23'manhole00.72'93.24'93.10'large snow pile attime of surveystop signconcrete sidewalkstop signstop signstop signstop signstop signconcrete sidewalk15"3"1410"14"6"12"12"14"15"15"18"9"4"14"18"12"12"10"10"12"12"14"10"12"14"15"14"12"12"12"12"10"12"10"10"12"15"12"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"14"10"10"12"C & GC & GC & GC & GC & GC & GASPHALTPAVEMENTASPHALTPAVEMENTCONCRETESIDEWALKCONCRETESIDEWALKC & GASPHALTPAVEMENTASPHALTPAVEMENTASPHALTPAVEMENTTREETYPTREETYPTREETYPLIGHTPOLELIGHTPOLESTORMINLETSTOPSIGNSTOPSIGNTPTPTPTPTPTPTPTPTP TP TP TP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TP TPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTEMPORARY SITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'APPROX. LOCATION EXISTING10' ACCESS AND UTILITYEASEMENT TO REMAINAPPROX. LOCATION EXISTING20' ACCESS AND UTILITYEASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1LOT 1HARMONY MARKET P.U.D.APN 9601117001N89°24'31''E 263.86S00°00'00''E 714.30N89°24'31''E 263.86S00°00'00''E 714.30eeeeeewwwwwweeeeeeeeeeeeeeeeeeeessssC & GSIDEWALKSAM'S CLUB STORE FRONTALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020' 30' 40'SCALE IN FEETDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DM.dwg LAST SAVED BY: JOEPERKINSKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXX1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALLGOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE,STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED.ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLECOMPACTED FILL MATERIAL PER THE SPECIFICATIONS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFULMANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/ORRELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OFWORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THEUTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.4. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THEONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND PROCEED WITHCAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION ANDREMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BEABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.5. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATEDSHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATIONAND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITYSERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURINGCONSTRUCTION.6. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHERAPPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER.7. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OFTHE EXISTING FACILITIES.8. PRIOR TO DEMOLITION OCCURRING, ALL APPROPRIATE EROSION CONTROL DEVICES ARE TO BE INSTALLED.9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTINGCONDITIONS OR BETTER.10. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIESDURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANYDAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.11.ENGINEER'S NOTICE TO CONTRACTOR:THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWNON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUSTCALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELDLOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.GENERAL DEMOLITION NOTESDEMOLITION LEGENDA EXISTING TO BE REMOVED.B EXISTING SITE LIGHTING CONDUIT TO BE REROUTED, REF ARCH PLANS FOR SITE LIGHTINGELECTRICAL PLAN.C EXISTING TO REMAIND EXISTING TO RELOCATED.E LIMITS OF SAWCUT AND PAVEMENT REMOVAL.F TREE PROTECTION, REF DETAIL SHEETSPROPOSEDLIMITS OF DEMOLITIONLIMITS OF SAWCUT AND PAVEMENT REMOVALABBREVIATIONSC & G - CURB AND GUTTERTREE PROTECTION, REF DETAIL SHEEETSTPITEM 4, ATTACHMENT 7 20' AUE10' AUEueueueuembVANKIOSK200± SF FFE 5000.05DO NOT ENTERDO NOT ENTERTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JT JT JT SWWW14211744PROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOAR D W A L K D R I V E (COLLECTOR 2 L A N E S )14121114L=17.28, R=11.00∆=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'S00°00'00"E 714.30'N89°24'31"E 263.86'L=95.31,R=100.00Δ=54°36'22"N34°48'09"E 118.16'L=79.74,R=100.00Δ=45°41'15"N80°29'24"E 99.48'N80°29'24"E 20.16'L=77.16, R=565.96∆=7°48'40"N08°50'22"W 2 1 5 . 9 6 'L=119.47,R=643.97Δ=10°37'48"N01°47'25"E 255.44'56393638343025202020131714471188246435137112115282523117151210137207141OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE(ARTERIAL 4 LANES)SAM'S CLUBGREASE MONKEY OIL CHANGE2,382± SQ FT1036 OAKRIDGE DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS115,074± SQ FT813 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAIL130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAIL126'±47'±70'48'±70'±80' HARMONY ROAD SETBACK40' COLLECTOR B U I L D I N G S E T B A C K 40' COLLECTOR BUILDING SETBACKEXISTING TRASH COMPACTORRED ROBINS8,118± SQ FT701 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS8,992± SQ FT731 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILOUTBACK STEAK HOUSE6,214± SQ FT807 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILHIBACHI GRILL & SUPREME BUFFET10,330± SQ FT901 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS20,939± SQ FT931 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILFIRST BANK6,680± SQ FT1013 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILDIAMOND SHAMROCK GAS STATION1,885± SQ FT4701 S. LEMAY AVENUE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILGREASE MONKEY OIL CHANGE2,382± SQ FT1036 OAKRIDGE DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS21,322± SQ FT925 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILMULTIPLE RETAIL SHOPS54,018± SQ FT1001 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAIL40' COLLECTOR BUILDING SETBACKMULTIPLE RETAIL SHOPS5,890± SQ FT921 E. HARMONY ROAD, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILPROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOAR D W A L K D R I V E (COLLECTOR 2 L A N E S )OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE(ARTERIAL 4 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN30'EXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN150' DISTANCE FROMPROPOSED FIRE LANEEND PROPOSED FIRE LANESTRIPING & SIGNAGEBEGIN PROPOSED FIRELANE STRIPING & SIGNAGE150' 20'10'20'10'30'52'±PROPOSED POND B EXPANSION AREA (2,600± SF - 1,300± CF)DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINSPROPOSED LEGEND#PROPOSED SAM'S CLUB PARKINGEXISTING SAM'S CLUB PARKING TO REMAIN#PEDESTRIAN PATH OF TRAVELVEHICULAR CIRCULATIONMAJOR POINTS OF INGRESS AND EGRESS#EXISTING OVERALL SHOPPINGCENTER PARKING TO REMAINNOTE: REF SHEET C5 - SITE PLAN FOR PARKING INFORMATIONKnow what's80'0120' 160'SCALE IN FEETPOND "A" PER "RBD INC ENGINEERING CONSULTANTS"DRAINAGE AND OVERALL GRADING PLAN, DATED 1989.ITEM 4, ATTACHMENT 7 ueueueuembVANKIOSK DO NOT ENTERDO NOT ENTERSWWWPROPOSED SAM'S CLUB FUEL STATIONSINGLE STORY KIOSK: 200± SQ FTCANOPY: 3,467± SQ FTZONE: HARMONY CORRIDOR DISTRICTUSE: COMMERCIAL/RETAILEAST HARMONY ROAD(MAJOR ARTERIAL 6 LANES)SOUTH BOAR D W A L K D R I V E (COLLECTOR 2 L A N E S )OAKRIDGE DRIVE(COLLECTOR 2 LANES)S. LEMAY AVENUE(ARTERIAL 4 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE:HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN30'EXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FIRE HYDRANT TO REMAIN150' DISTANCE FROMPROPOSED FIRE LANEEND PROPOSED FIRE LANESTRIPING & SIGNAGEBEGIN PROPOSED FIRELANE STRIPING & SIGNAGE150' 20'10'20'10'30'DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINSLEGENDEXISTING ACCESS AND DRAINAGE EASEMENT,REF PLAN FOR WIDTHKnow what's80'0120' 160'SCALE IN FEETEXISTING BLANKET ACCESS AND DRAINAGEEASEMENTITEM 4, ATTACHMENT 7 VANKIOSK200± SF FFE 5000.05overed cart returnovered cart returnDO NOT ENTERDO NOT ENTERTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'WWWWWWWWWW uemb R25'3.5'8.02'35'41'15.61'24.25'12.37'25.1'±10.3'±3'±17.7'±18.1'±13'±9.29'3.08'29.92'3.08'29.92'3.08'9.29'19.1'±20.3'±18'±17.7'±18.3'±47.9'±18'6.2'47.64'20.3'±17.7'±12'5.9'±18'5'6'6'7'8.25'R5'R5'R5'R5'R5'R5'R5'R5'AAFAAAAB43'12'CTYPDTYPDTYPETYPFFFFFFFFKKLLMNPPPPPPQQQQRSSSTUVWWZXYZIHIHAPPROX. LOCATION EXISTING10' ACCESS AND UTILITYEASEMENT TO REMAINAPPROX. LOCATION EXISTING20' ACCESS AND UTILITYEASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1LOT 1HARMONY MARKET P.U.D.APN 9601117001BBLIGHT POLECCLIGHT POLEAAAAAABBLIGHT POLECCLIGHT POLEN89°24'31''E 263.86S00°00'00''E 714.306'XXXGBEGINGENDGENDGBEGINGGGGOQBLDG #100BLDG #101DDDDDDEEJJJAAA150' DISTANCE FROMPROPOSED FIRE LANE150' DISTANCE FROMPROPOSED FIRE LANEGQQQR5'R5'R5'R5'R5'R5'R5'R5'XX6'6'OOGENDGBEGINGENDGBEGINGBEGINGENDGBEGINGENDORGGGGHORIZONTAL CONTROL POINT LISTPOINT #100101NORTHING1433645.90071433670.1507EASTING3121420.44733121412.1973DESCRIPTIONBUILDING CONTROLBUILDING CONTROLALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020' 30' 40'SCALE IN FEETSITE LEGENDPROPOSED LEGENDCONCRETE CURB AND GUTTER TYPICAL, SEE DETAIL SHEETPROPERTY LINE/RIGHT-OF-WAY LINESTRIPE LEGENDz~zsV[IzpunslG~op{lGzvspkGspulSG[IG~pklz€zsV[I zpunslG€lssv~GzvspkGspulSG[IG~pklk€szV[I kv|islG€lssv~GzvspkGspulSG[IG~pklz€zsVXWI zpunslG€lssv~GzvspkGspulSGXWIG~pklz~ksV[I zpunslG~op{lGkhzolkGspulSG[IG~pklzYBsV[I zpunslG€lssv~GBROKEN spulSG[IG~pklz~zsVY[I zpunslG~op{lGzvspkGspulSGY[IG~pklLIMITS OF CONCRETE SIDEWALK, REF DETAIL SHEETSLIMITS OF STANDARD DUTY ASPHALT PAVING, REF DETAIL SHEETSLIMITS OF STANDARD DUTY CONCRETE PAVING, REF DETAIL SHEETSh mpylG hwwhyh{|zG hjjlzzG yvhkG z{lujpspunG MG mpylG shulG zpnuG puz{hssh{pvuG G Oz{hukhykkl{hpsG XG O~p{ov|{G z{lujpsPPG wlyG shyptlyG jv|u{€G |yihuG hylhG z{yll{G z{hukhykzSkyh~punGX[X`i hylhGz{ypwlkGh{Gz€zsV[IGh{G[\¶GgGYNTWIGvUjUj NNlp{NNGwh}ltlu{GthyrpunSGylmGIhyyv~Gwh}ltlu{GthyrpunIGkl{hpsUGzllGkl{hpsGzoll{Uk hyyv~Gwh}ltlu{GthyrpunzG{€wpjhsSGGzllGwshuGmvyG{€wlUGzllGkl{hpsGzoll{Ul lu{lyGwh}ltlu{GthyrpunG~p{oGhyyv~SGzllGkl{hpsGzoll{Um {yhuzmvytlyG~p{oGivsshykGwyv{lj{pvuSGylmUG|{psp{€GwshuUn jvujyl{lGj|yiGhukGn|{{lySGylmGkl{hpsGzoll{Uo ZWNNŸZWNNGyXTXGNNz{vwNNGzpnuUp NNz{vwNNGwh}ltlu{GthyrpunSGzllGkl{hpsGzoll{Uq mpylG hjjlzzG yvhkG zpnuG Oz{hukhykG mpylG shulG zpnuG kl{hpsPG wlyG shyptlyG jv|u{€G |yihuhylhGz{yll{Gz{hukhykzSGkyh~punGX[X_r ZWNNŸZWNNGy\TXGNNkvGuv{Glu{lyNNGzpnus m|lsGjhuvw€SGylmGhyjoGwshuzUt |uklynyv|ukGz{vyhnlG{hurzUGylmUGhyjoGwshuzUu |uklynyv|ukG}lu{GwpwpunGmyvtG|uklynyv|ukGz{vyhnlG{hurSGylmUGhyjoGwshuzUv hkhGyhtwGpuGzpkl~hsrSGylmGkl{hpsGzoll{zw shukzjhwlGhylhUGzllGshukzjhwlGwshuzUx z{hukhykGk|{€Ghzwohs{Gwh}punSGzllGkl{hpsGzoll{zUy z{hukhykGk|{€Gjvujyl{lGwh}punSGzllGkl{hpsGzoll{zUz sptp{zGvmGhyjop{lj{|yhsGjvujyl{lSGylmGhyjoGwshuzU{ kv~uGzwv|{zGTGO{€wGylmGtlwGwshuzPU| hjjlzzpislGVG}huGhjjlzzpislGwhyrpunGzpnuSGzllGkl{hpsGzoll{zU} iprlGyhjrSGIjshzzpjGiprlG|GyhjrIGOpuTnyv|ukGtv|u{PGi€Gj€jslzhmlGvyGhwwyv}lkGlx|hsU~ hjjlzzpislGyhtwGpuGzpkl~hsrUGzllGkl{hpsGzoll{U jvujyl{lGzpkl~hsrGOzllGzplG{opzGzoll{PUGzllGkl{hpsGzoll{U€ jyvzz~hsrGthyrpunUGzllG~pk{oGpukpjh{lkGh{Gz€tivsUGzllGkl{hpsGzoll{U YNŸ\NGkl{lj{hislG~hyupunSGhytvyT{pslGvyGhwwyv}lkGlx|hshh lpz{punG{vGylthpuii lpz{punG{vGilGylsvjh{lkjj wvpu{GvmGylsvjh{pvukk w|ssGivSGylmGzoll{Gj_GTG|{psp{€Gwshull m|lsGzwpssGjvu{hputlu{G}lu{GwpwlSGylmGzoll{Gj^GTGkyhpuhnlGwshumm uvGwhyrpunGhu€G{ptlGzpnuGkl{hpsGwlyGshyptlyGjv|u{€G|yihuGhylhGz{yll{Gz{hukhykzSkyh~punGX[WYinnHYDROEXCAVATE OR POTHOLE PRIOR TO INSTALLING NEW WATER SERVICE LINE(S) NEAR EXISTINGTREES 1-4. HAND DIGGING SHALL BE USED WITHIN THE CRITICAL ROOT ZONE OF THESE FOUR TREES.IN ADDITION TO REQUIRED TREE PROTECTION THAT MUST BE INSTALLED AROUND THESE TREES, PLEASE PRESERVE AND PROTECT ALL EXISTING ROOTS, ESPECIALLY THOSE GREATER THAN 2 INCHESIN DIAMETER, CONTACT CITY FORESTRY IF ANY ROOTS GREATER THAN 2 INCHES NEED TO BE SEVERED IN ORDER TO INSTALL THIS UTILITY.DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-SP.dwg LAST SAVED BY: JOEPERKINSSITEGpumvyth{pvuPROPOSED SITE AREAYXSYWW·GzmGOWU[\GhjylzPTOTAL PAVEMENT DEMOX`S\XY·GzmTOTAL PAVEMENT REPLACEDX`SXXX·GzmLANDSCAPE DEMOW·GzmLANDSCAPE ADDED358± SFZONINGGpumvyth{pvuJURISDICTIONamvy{GjvsspuzSGjvsvyhkvACCESSORS PARCEL NUMBER 9601117001EXISTING ZONINGaoTjGOohytvu€GjvyypkvyGkpz{ypj{PPROPOSED ZONING:oTjGOohytvu€GjvyypkvyGkpz{ypj{PMINIMUM PARCEL SIZEN/AEXISTING PARCEL SIZE520,532± SF (AS SHOWN ON PLAT OF HARMONY MARKET P.U.D.)MINIMUM PARCEL WIDTH90'EXISTING PARCEL WIDTH 550± FT MINEXISTING LOT COVERAGE TBDPROPOSED LOT COVERAGE TBDMAX. BUILDING HEIGHT ALLOWED:]Gz{vyplzPROPOSED BUILDING HEIGHT:zpunslGz{vy€GXWNTXWIGOrpvzrPGTGX^NT\IGOjhuvw€PEXISTING SAM'S CLUB:130,383± SFKIOSK FLOOR AREA: 200± SFCANOPY FLOOR AREA: 3594± SFSETBACKS:i|pskpun:myvu{G€hykaGuVhzpklG€hykaGuVhylhyG€hykaGuVhshukzjhwl:myvu{G€hykaGN/AzpklG€hykaGuVhylhyG€hykaGuVhPROJECT INFORMATIONwyvqlj{GuhtlaSAM'S CLUB FUEL STATION ADDITIONwyvqlj{Ghkkylzza[^WWGivhyk~hsrGkyp}lmvy{GjvsspuzSGjvsvyhkvwyvqlj{Gklzjypw{pvuaGAS STATION ADDITION ON EXISTING SAM'S CLUB SITESAM'S CLUB PARKING INFORMATIONwhyrpunGylx|pylkaYGzwhjlGVGXSWWWGzmGOtpuPGi|pskpunGzwhjl[GzwhjlGVGXSWWWGzmGOthPGi|pskpunGzwhjllpz{punGwhyrpuna z{hukhykaG545hjjlzzpislaGXY{v{hsGwhyrpunaG557 (4.27/1,000)TOTAL PARKING AFTERCONSTRUCTION:z{hukhykaG471hjjlzzpislaG13 (9 REQUIRED){v{hsGwhyrpunaG[_[GOY]YGtpuGTG\Y[GthGylx|pylkP3.71 SPACES / 1,000 SF BUILDING SPACE (2/1,000 MIN - 4/1,000 MAX REQ'D)BICYCLE PARKING REQUIRED:1 SPACE PER 4,000 SF BUILDING SPACEBICYCLE PARKING PROVIDED:2Know what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'LIMITS OF ARCHITECTURAL CONCRETE, REF ARCH PLANSOVERALL SHOPPING CENTER PARKING INFORMATIONwhyrpunGylx|pylkaYGzwhjlGVGXSWWWGzxGm{GOtpuPGi|pskpunGzwhjl[GzwhjlGVGXSWWWGzxGm{GOthPGi|pskpunGzwhjl{v{hsGi|pskpunGzxGhylhGOwvz{Gjvuz{y|j{pvuPZ`YS[Y^·GzxGm{TOTAL PARKING (POST CONSTRUCTION)XS_`ZGzwhjlz[U_YGzwhjlzGVGXSWWWGzxGm{EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXITEM 4, ATTACHMENT 7 101nl102nd ls flipped paintedascpL=17.28, R=11.00∆=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'N01°47'25"E 255.44'OAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING POND BAPPROXIMATE LIMITS OF WORK WITHIN POND B2,600± SF (1,300± CF)APPROXIMATE EXISTING TOP OF POND BAPPROXIMATE EXISTING BOTTOM OF POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)PROPOSED OUTFALL STRUCTURE,REF SHEET C6 - GRADING PLANALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET80'60'040'PROPOSED LEGENDPROPERTY LINE/RIGHT-OF-WAY LINEPROPOSED POND B EXPANSION AREA (2,600± SF - 1,300± CF)DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-OSP.dwg LAST SAVED BY: JOEPERKINSKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXITEM 4, ATTACHMENT 7 5000.00fl4999.64fl4999.56fl4999.78fl4999.20fl4998.50fl4997.70fl4997.69fl4997.54fl4997.67fl4997.97fl4997.93fl4998.06fl4998.10fl4998.20fl4998.24fl4998.94fl4999.89fl4999.95fl5000.37flwwMB5001.57tc5001.10fl5000.75fl5000.39fl5000.42fl5000.88fl4997.49fl4997.46fl4997.59fl4998.01fl4998.12tc4997.97fl4997.92ec4997.66ec4997.63fl4997.32ec4997.36fl4997.80tc4997.63fl4998.08tc4997.91fl4998.34tc4998.25tc4997.75fl4997.54fl4998.02tc4997.67fl4998.17tc4998.17tc4998.14fl4998.57tc4997.47fl4997.94tc4997.30fl4997.78tc4997.97tc4997.56fl4997.47ec4997.38fl4997.74ec4998.39ng4997.73fl4999.31ng4998.45fl4998.11fl4998.53fl4998.40fl4998.21fl4998.43ng4998.77ng4998.79fl4999.90fl5000.73fl5000.86fl5001.25fl5000.59fl5000.94sw5002.28fl5002.33tcstop signstop signstop signstop signstop signstop signstop signstop signmetal chasestorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltconcrete sidewalkconcrete sidewalkconcretesidewalkyield topedestrian sign20' AUE10' AUE5000.90tc5000.44fl5000.39ep5000.97ep5000.43ep5000.92tc5000.60fl5002.28tc5001.78fl5001.54ep5002.34ec5002.42w5002.79fl5003.17tc5003.07tc5002.78fl5002.36epue5002.8602.963.335004.275003.94fl5003.79ep5002.13tc5001.65fl5001.52ep5001.53tc5001.35fl5001.06ep5001.18ep5001.64tc5001.28ep5001.66tc5001.24fl5000.60ep5000.68fl5001.17tc4999.72tc4999.23fl4999.25ep4999.29ep4999.39fl4999.85tc4999.84tc4999.44fl4999.47ep4997.26ep4997.23fl4997.68tc4997.15ep4997.26fl4997.62tc4997.50tc4997.14fl4997.02ep4997.39ep4997.32fl4997.67tc4997.92tc4997.50fl4997.42ep4998.56tc4998.34fl4998.33ep4998.09ep4998.36fl4998.64tc4997.73ep4997.80ep4997.92fl4998.28tc4998.38tc4997.73fl4997.60ep4998.47fl4998.32eop4998.05eop4998.20fl4998.57tc4998.24fl4998.27ep4997.69ep4997.78fl4998.24tc4998.77ep4998.83fl4999.07tc4998.70tc4998.26fl4998.12ep4997.72ng4997.95ng4998.08ng4998.19ng5000.86ng4999.87ng4999.43ng4998.96ng4998.56ng4998.25ng4998.06ng4997.83ng4997.58ng4997.54ng4997.74ng4997.39ng4996.86ng5000.34ng5001.68ng4999.70ng4998.96ng4998.49ng4998.25ng4998.15ng4998.14ng4998.41ng4998.53ng4998.10ng4998.10ng4997.54ng4998.08ng5001.92fl5002.42tc001.5601.59.775001.33fl5001.80tcstorm graterim = 4996.35'18" RCP inv. in (N) = 4993.95'18" RCP inv. out (W) = 4993.84'covered cart returnlarge snow pile attime of surveyconcrete sidewalkstop signstop signstop signconcrete sidewalk500250015000499949984997499715"3"1410"14"6"14"12"12"14"15"15"18"9"4"14"18"12"12"10"10"12"12"12"14"15"14"12"12"12"12"12"12"10"2"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"KIOSK200± SFFFE 5000.05covered cart returncovered cart returnTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'WWWEXISTING 20' ACCESS ANDUTILITY EASEMENT TO REMAINBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1N89° 24' 31"E 263.86'S00° 00' 00"E 714.30'500050015002499949984998 49984998499849974998 4998499950005000500150015001 50015002 EXISTING 10' ACCESS ANDUTILITY EASEMENT TO REMAINAPPROXIMATEBOUNDARY OF LOT 1S00°00'00''E 714.30AAAAAAABBFFCDDDDDDG4997.85(4997.85)±LOT 1HARMONY MARKET P.U.D.APN 9601117001(4997.85)±(4997. 8 5) ±APPROXIMATE LIMITSOF EXISTING POND AAPPROXIMATE LIMITSOF PROPOSED POND ALIMITS OF TWO (2)FOOT OVERBUILDAPPROXIMATE LIMITSOF PROPOSED POND A1.9%1.8%1.9%2.0%2.0%1.6%1.6%1.6%1.6%2.0%2.0%2.0%2.0%2.0%2.0%1.4%0.9%2.0%4.0%0.7%0.5%4.3%2.1%4.0%3.2%5.3%5.2%1.5%3.1%1.8%1.7%1.8%1.7%4.9%7.3%6.2%1.9%1.1%1.0%1.7%1.9%0.9%1.7%0.3%2.9%(1.1%)±(2.0%)±(1.6%)±4.1%5.0%0.9%0.5%0.7%0.9%1.4%1.2%1.1%(1.7%)±1.7%2.1%FS 4999.80FS 4999.80FS 4999.92FS 4999.92FS 4999.95FS 4999.95FS 4999.91FS 4999.82FS 4999.75FS 4999.75FS 4999.93FS 4999.95FS 4999.83FS 4999.83FS 4999.63FS 4999.63FS 4998.93FS 4999.25TC 4999.70G 4999.20TC 4999.38G 4998.88FS 4999.06FS 4999.06FS 4999.06FS 4999.06FS 4999.93TC 4999.17G 4998.67TC 4999.08G 4998.58TC 4998.70G 4998.20TC 4998.62G 4998.12TC 4998.50G 4998.00TC 4998.50G 4998.00TC 4998.78G 4998.28TC 4998.18G 4997.68TC 4998.56G 4998.06TC 4998.30G 4997.80TC 4997.68G 4997.18TC 4997.86G 4997.36TC 4997.60G 4997.10TC 4997.75G 4997.25TC 4998.12G 4997.62FS 4998.23FS 4997.85FS 4998.17FS 4999.28FS 4999.48TC 4999.17G 4998.67TC 4999.37G 4998.87TC 4998.06G 4997.56TC 4997.55G 4997.05TC 4997.51G 4997.01TC 4997.92G 4997.42TC 4997.87G 4997.37TC 4998.62G 4998.12TC 4998.63G 4998.13TC 4998.37G 4997.87TC 4998.35G 4997.85TC 4999.70G 4999.20FS 4999.81TC 4999.54G 4999.04FS 4998.92TC 4999.58G 4999.08FS 4998.96FS 4999.61TC 4999.52G 4999.02TC 4999.06G 4998.56TC 4998.96G 4998.46FS 4998.63FS 4998.94FS 4998.79TC 5001.10G 5000.60FS 5001.15FS 5000.04FS 5000.50TC 5000.39G 4999.89TC 4998.98G 4998.48FS 5000.80TC 4998.16G 4997.66TC 4998.15G 4997.65TC 5000.70G 5000.20TG (4996.66±)TC (4998.33±)G (4997.83±)TC (4998.09±)G (4997.59±)FS 4998.11FS 4998.00FS 4997.83FS 4997.72TC 4998.20G 4997.70TC 4998.50G 4998.00TC 4998.35G 4997.85TC 4998.35G 4997.85TC 4998.35G 4997.85TC 4998.35G 4997.85TC 4998.86G 4998.36TC 4998.41G 4997.91TC 4998.23G 4997.73TC 4998.27G 4997.77TC 4998.25G 4997.75TC 4997.99G 4997.49TC 4997.96G 4997.46TC 4997.89G 4997.39TC 4998.13G 4997.63TC 4998.49G 4997.99APPROXIMATE AREAREMOVED FROM POND AAPPROXIMATE AREAADDED TO POND APOND A BREAKOVER LOCATIONFS 4997.74FS 4997.807.9%FS 4998.38FS 4997.81FS 4997.848.0%FS 4998.527.7%FS 4997.94FS 4997.90FS 4998.41FS 4998.4450015000500049994999 499949994998499849974998 4999FS 4998.41ALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020' 30' 40'SCALE IN FEETDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-GP.dwg LAST SAVED BY: JOEPERKINSKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.PROPOSED LEGENDGRADE BREAKCONTOUR ELEVATIONSSPOT ELEVATIONSXXXNOTE:WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'A LIMITS OF SAWCUT AND PAVEMENT REMOVAL, MATCH EXISTING ELEVATIONSB MATCH EXISTING ELEVATIONSC FUEL SPILL CONTAINMENT STRUCTURE, REF SHEET C7 - DRAINAGE PLAND EIGHT (8) INCH H20 RATED TRENCH DRAIN, REF SHEET C7 - DRAINAGE PLANE STORMDRAIN CLEAN-OUT, REF DETAIL SHEETSF PULL BOX, REF SHEET C8 - UTILITY PLANG VERIFY ORIFICE PLATE HAS BEEN INSTALLED. IF NOT INSTALLED, INSTALL PER ORIFICEPLATE DETAIL. REF DETAIL SHEETSGRADING PLAN LEGENDABBREVIATIONS:FFE FINISH FLOOR ELEVATIONFS FINISH SURFACEG FLOWLINE OF GUTTERINV INVERT ELEVATIONTC TOP OF CURBDAYLIGHT LINE2.0%SURFACE FLOWLIMITS OF TWO (2) FOOT OVERBUILDLIMITS OF CONSTRUCTION (SHOWN TWO(2) FOOT OFFSET FOR CLARITY)EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINE(2.0%)±EXISTING SURFACE FLOWUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXXXXX.XXxEXISTING SPOT ELEVATIONSxPOND "A" PER "RBD INC ENGINEERING CONSULTANTS" DRAINAGE ANDOVERALL GRADING PLAN, DATED 1989.PROPOSED AREA REMOVED FROM POND APROPOSED AREA ADDED POND AITEM 4, ATTACHMENT 7 L=17.28, R=11.00∆=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'N01°47'25"E 255.44'OAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)D15'' RCP15'' RCP15'' RCPAPPROXIMATE LIMITS OF WORK WITHIN POND B2,600± SF (1,300± CF)APPROXIMATE EXISTING TOP OF POND BAPPROXIMATE EXISTING BOTTOM OF POND BPROPOSED OUTFALL STRUCTURE,REF SHEET C13 - DETAIL SHEETEXISTING OUTFALLSTRUCTURE TO REMAINEXISTING STORM DRAINMANHOLE TO REMAINKOHL'SSCALE IN FEET80'60'040'DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-GP-BASIN-B.dwg LAST SAVED BY: JOEPERKINSKnow what'sEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.PROPOSED LEGENDGRADE BREAKCONTOUR ELEVATIONSSPOT ELEVATIONSXXXNOTE:WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'ABBREVIATIONS:FFE FINISH FLOOR ELEVATIONFS FINISH SURFACEG FLOWLINE OF GUTTERINV INVERT ELEVATIONTC TOP OF CURBDAYLIGHT LINE2.0%SURFACE FLOWLIMITS OF TWO (2) FOOT OVERBUILDLIMITS OF CONSTRUCTION (SHOWN TWO(2) FOOT OFFSET FOR CLARITY)(2.0%)±EXISTING SURFACE FLOWXXXX.XXxEXISTING SPOT ELEVATIONSxPOND "A" PER "RBD INC ENGINEERING CONSULTANTS" DRAINAGE ANDOVERALL GRADING PLAN, DATED 1989.PROPOSED AREA REMOVED FROM POND APROPOSED AREA ADDED POND AITEM 4, ATTACHMENT 7 4999.20fl4998.50fl4997.70fl4998.10fl4998.20fl4998.24fl4998.94l4997.38fl4997.74ec4998.39ng4997.73fl4999.31ng4998.45fl4998.21fl4998.43ng4998.77ng4998.79fl4999.90flmetal chasestorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'4998.19ng4999.70ng4998.96ng4998.49ng4998.25ng4998.15ng4998.14ng49994998499715"15"18"14"10"10"14"12"10"KIOSK200± SFFFE 5000.05APPROX. LOCATION EXISTING10' ACCESS ANDUTILITY EASEMENT TO REMAIN 42 LF 8'' TD @ 0.50%44 LF 8'' TD @ 4.98%44 LF 8'' TD @ 4.52%17 LF 8'' TD @ 0.50%43 LF 8'' TD @ 0.75%30 LF 6'' PIPE @ 2.72%14 LF 12'' HPP @ 2.72%8 LF 12'' HPP @ 0.44%39 LF 12'' HPP @ 4.25%15 LF 12'' HPP @ 0.44%19 LF 12'' HPP @ 0.44%35 LF 8'' TD @ 2.00%41 LF 8'' TD @ 0.50%INV 4998.58TG 4999.26AINV 4998.25TG 4998.93AINV 4998.17TG 4999.06AINV 4995.97TG 4999.91AINV 4998.17TG 4999.03AINV 4997.97TG 4999.05AINV 4998.38TG 4999.06AINV 4999.08TG 4999.75AINV 4997.52CBINV 4996.69BINV 4994.57FDINV (N,S) 4994.40±EINV 4994.64FINV 4994.49FINV (N) 4995.93APPROXIMATEBOUNDARY OF LOT 1S00°00'00''E 714.30(4997.85)±4997.85INV (S) 4994.68RIM 4999.3712x12x12 TEE12'' 45°12'' 45°12'' 45°6'' 45°12x6 REDUCERINV 4996.31BFFF6'' 90°INV 4994.67GBB3 LF 12'' HPP @ 1.00%2 LF 12'' HPP @ 1.00%APPROXIMATE LIMITSOF EXISTING POND AAPPROXIMATE LIMITSOF PROPOSED POND AAPPROXIMATE LIMITSOF EXISTING POND A49994999 4999499949984998499749995000.00fl5000.43ep5000.925000.60flTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'ALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.010' 15' 20'SCALE IN FEETDAYLIGHT LINE2.0%SURFACE FLOWLIMITS OF TWO (2) FOOT OVERBUILDLIMITS OF CONSTRUCTION (SHOWN TWO(2) FOOT OFFSET FOR CLARITY)EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINE(2.0%)±EXISTING SURFACE FLOWDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-GP.dwg LAST SAVED BY: JOEPERKINSKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.PROPOSED LEGENDGRADE BREAKCONTOUR ELEVATIONSSTORM DRAINXX.XXxSPOT ELEVATIONSXXXNOTE:WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'A EIGHT (8) INCH H20 RATED TRENCH DRAIN, REF DETAIL SHEETSB STORM DRAIN CLEAN OUT, REF DETAIL SHEETSC CONNECT TO CANOPY DOWN SPOUT, REF ARCH / MEP PLANS FOR CONTINUATIOND SPILL CONTAINMENT STRUCTURE, REF DETAIL SHEETE CONNECT TO EXISTING DRAINAGE INLETF PRE-FABRICATED BEND, REF PLAN FOR TYPEG EIGHT (8) INCH GATE VALVEGRADING PLAN LEGENDABBREVIATIONS:FFE FINISH FLOOR ELEVATIONFS FINISH SURFACEG FLOWLINE OF GUTTERINV INVERT ELEVATIONTC TOP OF CURBUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXLIMITS OF EXISTING ''POND A'' MAX 18 INCHES PONDING DEPTH (4997.85')LIMITS OF PROPOSED ''POND A'' MAX 18 INCHES PONDING DEPTH (4997.85')PROPOSED AREA REMOVED FROM POND APROPOSED AREA ADDED POND AITEM 4, ATTACHMENT 7 KIOSK200± SFFFE 5000.05covered cart returncovered cart return50015000500049994999 499949994998499849974998 4999ONSITEDRAINAGEAREA0.91 ACRESOFFSITEDRAINAGE AREA0.42 ACRES2.5%2.6%1.2%2.7%5.8%2.0%1.9%2.0%2.0%(1.2%)±(1.6%)±(1.7%)±(1.8%)±(4.9%) ±(3.9%)±(1.9%)±1.0%0.7%OFFSITE DRAINAGEAREA = 0.03 ACRESALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET60'45'30'0DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: AVANDERGRIFTKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'SITE FEATURESDRAINAGE BOUNDARYFLOW PATH2.0%SURFACE FLOW(2.0%)±EXISTING SURFACE FLOWITEM 4, ATTACHMENT 7 KIOSKcovered cart returncovered cart returnueueuembONSITEDRAINAGEAREA0.91 ACRESOFFSITEDRAINAGE AREA0.42 ACRESOFFSITE DRAINAGEAREA = 0.03 ACRESALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET60'45'30'0DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: AVANDERGRIFTKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'SITE FEATURESDRAINAGE BOUNDARYPERVIOUS AREAIMPERVIOUSNESSONSITEPERVIOUS AREA (SF)8214 21%IMPERVIOUS AREAS (SF)3122779%OFFSITEPERVIOUS AREA (SF)15218%IMPERVIOUS AREAS (SF)1826392%TOTALPERVIOUS AREA (SF)97359%IMPERVIOUS AREAS (SF)4949084%ITEM 4, ATTACHMENT 7 KIOSK200± SFFFE 5000.05covered cart returncovered cart returnONSITEDRAINAGEAREA0.91 ACRESOFFSITEDRAINAGE AREA0.42 ACRESOFFSITE DRAINAGEAREA = 0.03 ACRESALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET60'45'30'0DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DR.dwg LAST SAVED BY: AVANDERGRIFTKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'SITE FEATURESDRAINAGE BOUNDARYPERVIOUS AREAIMPERVIOUSNESSONSITEPERVIOUS AREA (SF)829221%IMPERVIOUS AREAS (SF)31149 79%OFFSITEPERVIOUS AREA (SF)15218%IMPERVIOUS AREAS (SF)1826392%TOTALPERVIOUS AREA (SF)981317%IMPERVIOUS AREAS (SF)4941283%MODIFIED IMPERVIOUS AREAONSITEASPHALT TO OTHER IMPERVIOUS SURFACE(ROOF OR CONCRETE)6787 SFASPHALT TO LANDSCAPE 1161 SFMODIFIED IMPERVIOUS AREAITEM 4, ATTACHMENT 7 UGEUGEUGEUGEUGEUGEQS BOARDWA L K DRIVET95 LF (2) - 4''C UGEDS59 LF (2) - 4''C UGESDD90°wwstop signstop signstop signstop signstop signstop signmetal chasestorm graterim = 4996.62'18" RCP inv. (S) = 4994.40'speed bumpoutback curbsidepickup signconcrete sidewalkconcreteasphaltasphaltconcrete sidewalkconcrete sidewalkconcreteyield topedestrian signwueuesanitary sewer manholerim = 5002.85'8" PVC inv. in (N) = 4995.29'8" PVC inv. out (S) = 4995.23'sanitary sewer manholerim = 5000.72'8" PVC inv. in (N) = 4993.24'8" PVC inv. out (S) = 4993.10'stop signconcrete sidewalkstop signstop signstop signconcrete sidewalk15"3"1414"12"12"14"15"15"18"9"4"14"18"12"12"10"10"12"12"14"10"12"14"15"14"12"15"12"15"15"15"18"14"12"14"10"10"14"12"10"12"10"14"14"10"10"12"KIOSK200± SF FFE 5000.05covered cart returncovered cart returnTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JTJT JT JT JT JT JT 6''SS6''SS6''SS6''SS6''SS6''SS6''SS6''SS6''SS6''SSUGES1''W 1''W1''W1''W1''W UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEAPPROX. LOCATIONEXISTING 20' ACCESS ANDUTILITY EASEMENT TO REMAINLOT 1HARMONY MARKET P.U.D.APN 9601117001N89°24'31''E 263.86S00°00'00''E 714.30INV 4995.14INV 4996.90eeeeeew8'' DIP wweeeeeeeeeeeeeeeeeeeessssAPPROX. LOCATIONEXISTING 20' UTILITYEASEMENT TO REMAINAPPROX. LOCATIONEXISTING 30'ACCESS ANDUTILITY EASEMENTTO REMAININV 4996.8422.5° BEND14 LF 6'' PIPE @ 1.00%6 LF 4'' PIPE@ 1.00%57 LF 6'' PIPE @ 1.00%99 LF 6'' PIPE @ 1.00%APPROXIMATEBOUNDARY OF LOT 1APPROXIMATEBOUNDARY OF LOT 1BF1'' IRRIGATION WATERREF IRRIGATION PLANFOR CONTINUATIONIJGKLNOMBLANKET ACCESS AND DRAINAGE EASEMENT TO REMAIN2''C UGT2''C FOCBNREF ARCH PLANS FORCONTINUATIONN286'±NNPO0REF ARCH PLANSFOR CONTINUATIONAREA VACATEDFROM ACCESSAND DRAINAGEEASEMENT6,685 SQ. FT.±OR 0.15 AC.±NCALCULATED EXST (N) INV 4992.89CALCULATED EXST (S) INV 4992.88INV 4996.7022.5° BENDINV 4994.1445° BENDINV 4993.7290° BEND(E) INV 4992.90YSSHS99 LF 6'' PIPE @ 1.00%43 LF 6'' PIPE @ 1.00%82 LF 6'' PIPE @ 1.00%SINV 4996.1345° BENDBSwwwwww8'' DIP w8'' DIP w8'' DIP w8'' DIP w8'' DIP wARIM (MATCH EXST GRADE)UUUNVVW1''C1''C5'BBBRDSXXXX192 LF (2) - 4''C UGE66 LF (2) - 4''C UGE340 LF (2) - 4''C UGESSSSSSEZENDZZBEGINJT SAM'S CLUB STORE FRONTNQALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.020' 30' 40'SCALE IN FEETPROPOSED LEGENDDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-UP.dwg LAST SAVED BY: JOEPERKINSKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXSTORM DRAINJOINT TRENCHSANITARY SEWER SERVICESANITARY SEWER FORCE MAINUNDERGROUND ELECTRIC SERVICEUNDERGROUND TELEPHONE SERVICEWATER SERVICEFIBER 0PTIC CONDUITX"FOX"WUGTUGEX" FMX"SJTUTILITY NOTESA CURB STOP, REF CITY OF FORT COLLINS TRAFFIC-RATED CURB STOP INSTALLATION DETAIL 11A.B SANITARY SEWER CLEAN-OUT, REF CITY OF FORT COLLINS SEWER CONSTRUCTION DETAILS TRAFFIC RATED CLEANOUT DETAILWW-15.C BACKFLOW PREVENTER PER CITY OF FORT COLLINS REQUIREMENTS, SEE SIZE THIS SHEET.D BORING PIT.E SANITARY SEWER MANHOLE, REF CITY OF FORT COLLINS SEWER CONSTRUCTION DETAILS STANDARD MANHOLE DETAILWW-3.F SANITARY SEWER SERVICE BUILDING ENTRY, REF ARCH / MEP PLANSG POINT OF CONNECTION, DOMESTIC WATER SERVICE, REF CITY OF FORT COLLINS TYPICAL WATER SERVICE DETAIL 11H POINT OF CONNECTION, IRRIGATION WATER SERVICE, REF CITY OF FORT COLLINS TYPICAL WATER SERVICE DETAIL 11I UNDERGROUND VENT PIPING FROM UNDERGROUND STORAGE TANKS, REF ARCH PLANSJ UNDERGROUND STORAGE TANK VENT, REF ARCH PLANSK DOMESTIC WATER METER, REF CITY OF FORT COLLINS STANDARD EXTERIOR SETTING FOR 3/4 IN AND 1 IN WATER METERDETAIL 15.L IRRIGATION WATER METER, REF CITY OF FORT COLLINS STANDARD EXTERIOR SETTING FOR 3/4 IN AND 1 IN WATER METERDETAIL 15.M TRANSFORMER, REF ELECTRIC COMPANY PLANSN ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE H-20 LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 17 INCHES X 24 INCHES X 24 INCHES ''QUAZITE'' PG1730BA24 BOX WITH PG1730HA0 LID, OR APPROVED EQUAL. DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH A CONCRETE COLLAR AND A MINIMUM OF 8 INCHES OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48 INCHES X 48 INCHES X 24 INCHES PRECAST CONCRETE WITHSEPARATE MANHOLE LID AND COLLAR.O FIBER OPTIC CONDUIT TO FUEL STATION: TWO 2" CONDUITS FOR FIBER OPTIC CABLES AND TELEPHONE LINES REQUIREDFROM BUILDING TO GAS LOT AS NECESSARY, COORDINATE WITH CURRENT UDCP. THE CONDUITS SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYL-POLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN EACH CONDUIT. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED FIBER OPTIC CABLE" WORDING, 12" ABOVE THE CONDUITS.P CONTRACTOR SHALL COORDINATE TRENCH CONSTRUCTION WITH STORE MANAGER TO LIMIT DISRUPTION TO STORE OPERATIONSQ LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.R 2" CONDUIT FOR FUTURE EV PARKING SPACE. THE CONDUITS SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIALTELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYL-POLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS IN EACH CONDUIT. THE MINIMUM BURIAL DEPTH SHALL BE 24".S MAINTAIN MINIMUM 18 INCHES VERTICAL SEPARATION.T OPEN TRENCH OR DIRECTIONAL DRILL PER UTILITY COMPANY.U INSTALL 2'' SWEEP PER CONDUIT, MINIMUM RADIUS SHALL BE 10 TIMES CONDUCTOR DIAMETER (MINIMUM FIVE (5) INCHRADIUS).V POINT OF CONNECTION FOR SITE LIGHTING RELOCATION.W RELOCATE EXISTING SITE LIGHTING ELECTRIC - CONTRACTOR SHALL CONFIRM SIZE AND NUMBER OF CONDUITS AND CONDUCTORS PRIOR TO DEMOLISHING EXISTING SITE LIGHTING AND ELECTRIC SERVICE (REF SHEET C3 - DEMOLITION PLANFOR LIMITS OF IMPROVEMENT TO BE REMOVED). ALL EXISTING SITE LIGHTNING SHALL BE IN OPERATION EVERY NIGHT DURING CONSTRUCTION.X HYDROEXCAVATE OR POTHOLE PRIOR TO INSTALLING NEW WATER SERVICE LINE(S) NEAR EXISTING TREES 1-4. HAND DIGGING SHALL BE USED WITHIN THE CRITICAL ROOT ZONE OF THESE FOUR TREES. IN ADDITION TO REQUIRED TREE PROTECTION THAT MUST BE INSTALLED AROUND THESE TREES, PLEASE PRESERVE AND PROTECT ALL EXISTING ROOTS, ESPECIALLY THOSE GREATER THAN 2 INCHES IN DIAMETER, CONTACT CITY FORESTRY IF ANY ROOTS GREATER THAN 2 INCHESNEED TO BE SEVERED IN ORDER TO INSTALL THIS UTILITY.YPRIOR TO THE START CONSTRUCTION OF SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATEALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OFANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURSPRIOR TO CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.Z SANITARY SEWER PIPE INSULATION PER CITY OF FORT COLLINS SPECIFICATIONS.INSET ASCALE: 1'' = 20'REF ''INSET A'' THIS SHEETFOR CONTINUATIONGENERAL NOTESTHE INSTALLATION OF VAULTS, UTILITIES OR ANY UNDERGROUND ELEMENTS REQUIRING EXCAVATION DEEPERTHAN SIX INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF ANY PROTECTED EXISTINGTREE AT A MINIMUM DEPTH OF 24 INCHES.THE AUGER OR BORING ENTRY POINT DISTANT IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK)AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW. BORING SHALLNOT OCCUR DIRECTLY UNDER THE TREE TRUNK AND SHALL BE SHIFTED TO ONE SIDE OF THE PARKWAY.TREE DIAMETER AT BREAST HEIGHT (INCHES)0'' TO 9'' 10'' TO 14'' 15'' TO 19'' OVER 19''AUGER / BORING PIT DISTANCE FROM FACE OF TREE* (FEET)5'10'12'15'*THE BORING PIT DISTANCE SHALL BE MEASURED FROM THE EDGE OF DISTURBANCE TO THE FACE OF THE TREE.PROPOSED AREA VACATED FROM EXISTING ACCESS AND DRAINAGE EASEMENTREF ABOVE LEFT,THIS SHEET, FORCONTINUATIONITEM 4, ATTACHMENT 7 L=17.28, R=11.00∆=90°00'00"N88°12'35"W 107.00'L=155.43,R=451.94Δ=19°42'16"N85°15'16"W 66.41'N68°30'20"W 150.28'L=205.82,R=576.00Δ=20°28'22"S00°00'01"E 308.47'N90°00'00"E 117.28'N01°47'25"E 255.44'40' COLLECTOR BUILDING SETBACKOAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING POND BAPPROXIMATE LIMITS OF WORK WITHIN POND B2,600± SF (1,300± CF)APPROXIMATE EXISTING TOP OF POND BAPPROXIMATE EXISTING BOTTOM OF POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)PROPOSED OUTFALL STRUCTURE,REF SHEET C6 - GRADING PLANSAM'S CLUBALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.SCALE IN FEET80'60'040'PROPOSED LEGENDPROPERTY LINE/RIGHT-OF-WAY LINEPROPOSED POND B EXPANSION AREA (2,600± SF - 1,300± CF)DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-UP-BASIN-B.dwg LAST SAVED BY: JOEPERKINSKnow what'sNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'EXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXITEM 4, ATTACHMENT 7 DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINS1'-0"4"(TYP.)3"(TYP.)1'-0"8'-0"3'-9"1'-9"2'-0""ENTER" PAVEMENT MARKINGW/ ARROWN.T.S.NOTE: ALL TRAFFIC FLOW ARROWSTO BE SOLID YELLOWREFLECTIVE TRAFFIC PAINTPER DIMENSIONS ABOVE.N.T.S.CONCRETE JOINT DETAILS & FILLERCONSTRUCTION JOINTT/4POURED JOINTSEALING COMPOUNDT/2T1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE.1-1/4" MIN.CLEARANCESEALING COMPOUNDPOURED JOINT2" MIN.BUTT JOINTTRANSVERSE EXPANSION JOINTT/2TT/4DOWEL SLEEVE (CLOSED END)TO FIT DOWEL AND BE SECUREDTOP 1/8" NOSEALING COMPOUNDCONTRACTION JOINT1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG.NOTE:2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWELBARS INTO GREEN CONCRETE IS NOT ACCEPTABLE.NOTE:1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE.NOTE:T/4TT/21-1/4" MIN.CLEARANCE2" MIN.TO FIT DOWEL AND BE SECUREDDOWEL SLEEVE (CLOSED END)DOWEL TO BE LUBRICATED(FIRST POUR) (SECOND POUR)SEALING COMPOUNDPOURED JOINTDOWEL TO BE LUBRICATEDSEALING COMPOUNDPOURED JOINTT/4TT/2EXISTING PAVEMENTPROPOSED PAVEMENTTOP 1/8" NOSEALING COMPOUND3/16" MIN.VERTICAL SAW-CUTSEALING COMPOUNDTOP 1/8" NO3/16" MIN.VERTICAL SAW-CUTSAWCUT3/16" MIN. REDWOODEXPANSION JOINT FILLERDOWEL DIAMETER = T/8 (IN) 16" LONGSMOOTH DOWEL @ 18" O.C.VERTICAL SAW-CUT3/16" MIN.T = PAVEMENTTHICKNESSTOP 1/8" NO SEALINGCOMPOUNDT = PAVEMENTTHICKNESSDOWEL DIAMETER = T/8 (IN) 16" LONGSMOOTH DOWEL @ 18" O.C.DOWEL DIAMETER = T/8 (IN) 16" LONGSMOOTH DOWEL @ 18" O.C.T = PAVEMENTTHICKNESST = PAVEMENTTHICKNESS04/28/14SOLID ARROW PAVEMENT MARKINGSDTRLTURNN.T.S.NOTES:1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITHSECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS AND HIGHWAYS.2. THESE WORDS ARE TO BE PAINTED "RETROREFLECTIVE WHITE WITHGLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROMPARKING LOT TO PUBLIC STREETS.SOLID ARROW MARKINGS1'-4"8'-0"1'-4"1'-4"1'-4"4"4"4"8'-0"6'-0"10'-0"8'-0"6'-0"7'-3"AS INDICATED ON PLANSAS INDICATED ON PLANS"ONLY" PAVEMENT MARKINGPAINTED "RETROREFLECTIVE WHITE"R =RADIUS NECESSARY TO ACCOMODATEOF THE SIDEWALK ABUTTING THE PAVED DRIVE OR ASLANE" STRIPING SHALL BE PLACED ON THE TOP EDGE4" INCH WHITE LETTERS READING "NO PARKING FIRE FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH FIRE LANE MARKINGDTFIRELN12/17/04TURNING RADIUS PAVEMENT WIDTHWR =6"FIRE VEHICLESSPECIFIED BY LOCAL REQUIREMENTS.N.T.S.25'WRWIDTH (feet) OF FIRE LANE30'20'10' RW =30'25'20' W30'MIN.30'MIN.30'MIN. WRWWR3'-0"3"2'-0"7'-0"1'-6"7-0" (SECONDARY SIGNAGE, IF NEEDED)ALL SIGNS SHOULD COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.SIGN BASEN.T.S.MOUNT SIGNHERE"U"-CHANNEL POST(3 lbs./ft.)WHEN SIGN IS IN PAVEDAREAS, USE 4" PIPEBOLLARD FILLED W/CONCRETE ANDPAINTED TRAFFICYELLOWSLOPE TOP OFCONCRETE3,500 PSI PCCONCRETE1'-6"7'-0" (Min.)3'-0" (MIN)2'-0"3"ACCESSIBLEVAN12" X 9"12" X 6"PARKINGRESERVEDR7-8VARIESACCESSIBLE / VAN ACCESSIBLEPARKING SIGNN.T.S.THIS SIGN TYPICAL ATALL ACCESSIBLEPARKING SPACESTHIS SIGN TYPICAL ATALL VAN ACCESSIBLEPARKING SPACESPENALTY SIGN WITHWORDING AS REQUIREDBY STATE OR LOCAL LAW"U"-CHANNELPOST (2-lbs./ft.)6" PIPE BOLLARD PAINTEDTRAFFIC YELLOW, FILLEDW/ CONCRETE.SLOPE TOP OFCONCRETE3500 P.S.I. P.C.CONCRETEGROUND/PAVINGSURFACE06/26/18N.T.S.STOP PAVEMENT MARKINGS - STREETS AND ROADSSTOP LINE (VARIABLE LENGTH)EXTEND FULL WIDTH FROM CURBTO CENTERLINE OF DRIVE OREDGE OF ENTERING LANENOTE:1. WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2. THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'-0"STOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHINPARKING LOTSEE SITE PLAN4" WIDE DOUBLE SOLIDYELLOW STRIPE (AS SHOWNON PLANS)4'-0" MIN.CENTERLINE OF DRIVE OREDGE OF ENTERING LANE4'-0"12"SEE SITE PLAN FOR NUMBER OF"STOP" PAVEMENT MARKINGSP.C. NON-REINF. CONC.12"STANDARD DUTYCONCRETE PAVINGN.T.S.5" P.C. 28-DAY CONCRETE, MINCOMPRESSIVE STRENGTH OF 4,000 PSI6" GRADED AGGREGATE BASE@98% CLASS 22A AGGREGATE BASED ONASTM D698P.C. CONC.12"STANDARD DUTYASPHALT PAVINGN.T.S.3" ASPHALTIC CONCRETE4" GRADED AGGREGATE BASE@98% COMPACTION BASED ONASTM D69812" COMPACTED SUBGRADEREFERENCE SECTION 10.15 FOR PAVEMENT SPECIFICATIONS LISTED IN SALEMGEOTECHNICAL ENGINEERING REPORT NO. 7-219-0819 AND DATED OCTOBER 25, 2019VANVANVANVANVANDSPKSTRPPARKING STRIPING STRIPING04/12/13VANVAN2 X B4.33'B5'5'5'8'8'8'8'5'10'20'20'11'11'8'STANDARD90° SPACES(SEE SITE PLANFOR SIZE)A(TYP.)5'MIN.60°NON-ADA STANDARD STRIPINGISLE (TYP.)2 X BB5'10'20'22.83'8'8'5'11'8'11'5'9.24'4" TRAFFIC YELLOWSTRIPING (TYP.)45°45°RAISED ISLAND(SEE END CAPISLANDS DETAIL)4" TRAFFIC YELLOWSTRIPING (TYP.)STANDARD 60°SPACES (SEESITE PLAN FORSIZE)2 X BB5'10'20'19.36'11'9.24'MIN.8'8'5'11'8'5'11'45°8'A(TYP.)C60°90°4" TRAFFIC YELLOW PERIMETERSTRIPING (TYP.)4" TRAFFIC YELLOWSTRIPING 2'-0" O.C.(TYP.)4" TRAFFIC BLUE INTERIORSTRIPE IN ACCESSIBLE STALL-INTERIOR BLUE STRIPE SHALLDIRECTLY ABUT YELLOWPERIMETER STRIPE (TYP.)4" TRAFFIC BLUE INTERIORSTRIPE IN ACCESSIBLE STALL-INTERIOR BLUE STRIPE SHALLDIRECTLY ABUT YELLOWPERIMETER STRIPE (TYP.)STANDARD60° ACCESSIBLESPACE (TYP.)NOTE: SEE SITEPLAN FOR TYPE.SYMBOL ASSPECIFIED BYLOCAL CODES(TYP.)6" TRAFFIC WHITE(TYP.)STANDARD90°ACCESSIBLESPACE (TYP.)NOTE: SEE SITE PLAN FOR TYPE.SYMBOL AS SPECIFIED BY LOCALCODES (TYP.)6" TRAFFICWHITE (TYP.)60° STRIPING DETAIL90° STRIPING DETAILACCESS WAYACCESS WAYACCESS WAYN.T.S.SEE SITE PLAN FORTRAFFIC PATTERNSAND AISLEDIMENSIONS12.7'9.24'9.24'5.77'9.24'9.24'5.77'12.7'4.33'4" TRAFFIC YELLOW PERIMETERSTRIPING (TYP.)4" TRAFFIC YELLOWSTRIPING 2'-0" O.C.(TYP.)NON-ADA STANDARD STRIPINGISLE (TYP.)MIN.MIN.ACCESSIBLE SIGNSEE SITE PLAN (TYP.)ACCESSIBLE SIGNSEE SITE PLAN (TYP.)BBB4" BLUE STRIPE4" YELLOW STRIPE4" BLUE STRIPE4" YELLOW STRIPE4" BLUE STRIPE 4" YELLOW STRIPE 4" BLUE STRIPE4" YELLOW STRIPE4" BLUE STRIPE4" YELLOW STRIPE8'TYPICAL ACCESSIBLE STALL STRIPING4" BLUE STRIPE 4" YELLOW STRIPE 20'LIGHT POLE:PREFERRED LOCATION.REFERENCE LATEST SITEDEVELOPMENT GUIDELINESFOR SPACING AND DISTANCEFROM FRONT OF BUILDING.2'LIGHT POLE:PREFERRED LOCATION.REFERENCE LATEST SITEDEVELOPMENT GUIDELINESFOR SPACING AND DISTANCEFROM FRONT OF BUILDING.2'2'LIGHT POLE:PREFERRED LOCATION.REFERENCE LATEST SITEDEVELOPMENT GUIDELINESFOR SPACING AND DISTANCEFROM FRONT OF BUILDING.R5'STRIPED ISLAND(PREFERRED)STRIPED ISLAND(PREFERRED)RAISED ISLAND(SEE END CAPISLANDS DETAIL)9.24'5.77'12.7'12.75'NOTES:1. SEE SITE PLAN FOR TOTAL LAYOUT.2. THESE DETAILS ARE FOR REFERENCE ANDDIMENSION CONTROL ONLY.3. ALL DIMENSIONS ARE TO ℄ OF STRIPE UNLESSOTHERWISE INDICATED.4. ALL COLORS AS SHOWN OR AS SPECIFIED BYLOCAL CODES.LCACCESSIBLE PARKING SYMBOLLOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN"LETTERING6.5'7.0'6"2.5' R(TYP.)BBBBBB9.5'A10.97'C11.0'8.0'5.0'SEE SITE PLAN5.77'9.24'12.70'DIMENSION CHART9.0'10.39'5'MIN.5' MIN.R5'5' MIN.STRIPED ISLAND(PREFERRED)R5'REFERENCE SECTION 10.15 FOR PAVEMENT SPECIFICATIONS LISTED IN SALEMGEOTECHNICAL ENGINEERING REPORT NO. 7-219-0819 AND DATED OCTOBER 25, 2019NOTE: GUTTER SLOPE TO MATCH1" MAX. RADIUS1/2" MIN. RADIUSCONCRETECURB AND GUTTER1" MAX. RADIUS1/2" MIN. RADIUSN.T.S.18" MIN.24" MAX.FACE OF CURBBACK OF CURB12"6"6"6"17" MAX.11" MIN.1"SEE PAVING DETAILS FORSUBGRADE AND COMPACTIONASPHALTIC CONCRETE PAVINGPAVEMENT SECTIONS, SUBBASE,REQUIREMENTS.CONTRACTOR TO PROVIDEPRIME COAT AND TACKCOAT TO FACE OF CURBWHERE CURB CONTACTSASPHALT.P.C. CONCRETE ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL.12"12" COMPACTED SUBGRADEITEM 4, ATTACHMENT 7 DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINSFILTER FABRICCONTINUOUS OVERWIRE FENCEFENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENINGWOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH EACH OTHER THEY SHALL BE OVERLAPPED4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIALFILTER FABRIC: SEE SPECIFICATIONSPREFABRICATED UNIT: SEE SPECIFICATIONSMAX. 6" MESH SPACING) BY SIX INCHES AND FOLDED. SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 24" AT TOP AND MID SECTION.EXTEND WIRE FENCE AMIN. 8" INTO GROUNDEMBED FILTER FABRICMIN. OF 2" INTO TRENCH(MIN.)3'-0"6"GROUNDFINISH GRADECROSS-SECTIONUNDISTURBEDMAX. 6" MESH SPACING) WITH FILTER CLOTH COVERWOVEN WIRE FENCE (MIN. 14 1/2 GAUGE,BACKFILL4" X 4"TRENCH6"COMPACTED10' MAX O.C.PLAN VIEWFLOWPOSTS: 6' STEEL T-POST10' MAX O.C.2' ORANGE FLAGGING 18" MINWIRE FENCECONTINUOUS OVERFILTER FABRICRIBBON (3' O.C.)T-POSTS(TYP.)STEELEXISTING TREE TO REMAINBARBED WIRE3' MIN.TREE PROTECTION FENCEWITH SILT FENCEN.T.S.ALTERNATE BASEPOURED INVERTPRECAST MANHOLE BASESLOPE1 IN. MIN.8 IN. MIN.6 IN.15 IN. OR LESS48 IN.60 IN.18 IN. TO 30 IN.72 IN.OVER 30 INCHESMIN. MANHOLEMINIMUM INSIDE DIAMETER OFDIAMETERMANHOLE SHALL BE AS FOLLOWS:PIPE SIZECONCRETE ADJUSTMENT SHIMSGROUTED INSIDEASTM C-478 ECCENTRIC CONEPRE-FORMED PLASTIC GASKETASTM C-478 MANHOLE SECTIONSGROUT BASE TO BARRELSECTION ON INSIDEPRE-FORMED PLASTIC GASKETCAST-IN-PLACE CONCRETE BASE16 IN. MAX.FINISHED GRADE28 IN. MAX.24 IN.SEE TABLE6 IN.12 IN.SLOPE1 IN./FT.18 IN.MAX.MANHOLE RUNGS12 IN. O.C.8 IN. MINSTANDARD MANHOLEWW-31'' VENTSURFACEWATERVALVEALL PUMP AREASFLOW THROUGHVALVE4.00' MIN5.00' MIN1.00' MIN3'' MINREF GRADINGPLAN FOR INVERT12'' MIN12'' MIN8'' MIN,TYPSECTION VIEWNOT TO SCALEPLAN VIEWNOT TO SCALE1.75' MINREF GRADING PLANFOR INVERTGATEGATE1.00' MIN24'' MANHOLE ACCESS, REF GRADING PLAN FOR RIM ELEVATIONSIDE VIEWNOT TO SCALEFRONT VIEWNOT TO SCALE8'' MIN,TYPWALLS:HORIZONTAL: #7'S @ 12'' O.C.VERTICAL: #4'S @ 10'' O.C.3,500 PSI P.C.CONCRETE, TYPBASE: #4'S @ 12'' O.C.BASE: #4'S @ 6'' O.C.WALLS:HORIZONTAL: #7'S @ 12'' O.C.VERTICAL: #4'S @ 10'' O.C.WALL PENETRATIONS:#6 HOOP, 6'' OVERLAP10''10''90°TOP VIEWNOT TO SCALECORNER BARNOT TO SCALECORNER BARS - SAME SIZE ANDSPACING AS HORIZONTAL BARSSEE DETAIL BELOW.TOP: #4'S @ 8'' EACH WAYDIAGONAL AT FRAME AND GRATEFRAME AND GRATE:NEENAH R-1690 (H20 RATED)NOTES:1. ALL EXPOSED CORNERS SHALL HAVE 3/4'' CHAMFER.2. ALL #4 AND #5 REINFORCEMENT BARS SHALL HAVE1-1/2'' COVER, LARGER SIZES SHALL HAVE 2'' COVER.3. PIPE CONNECTIONS SHALL NOT BE MADE ATCORNERS OF BOX.4. ALL REINFORCING BARS SHALL BE GRADE 60SPILL CONTROL STRUCTURENOT TO SCALE7.33'6.33'12''8''6.00' MIN8''12''12''8''6.00' MIN8''12''12''8''5.00' MIN8''12''VARIES, REF GRADING PLANVARIES, REF GRADING PLAN8''AASECTION A-ANOT TO SCALE#3'S @ 6'' O.C.FOUR (4) - #4'SMINIMUM SPILL CONTAINMENT AREA:150 GALLONS (20 CUBIC FEET)ITEM 4, ATTACHMENT 7 DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-DT.dwg LAST SAVED BY: JOEPERKINSCOMPACTED GRANULAR MATERIALCONFORMING TO CDDH #67LOWER LIMIT OFTRENCH WALLSLOPINGINITIAL LIFT *12 IN. MIN.PIPE O.D.4 IN. MIN.TRENCH WIDTH AS SPECIFIEDIN SECTION 02221COMPACTED GRANULAR MATERIALCONFORMING TO CDDH #67*BEDDING REQUIRMENTSWW-1ITEM 4, ATTACHMENT 7 KIOSK200± SFFFE 5000.05DO NOT ENTERDO NOT ENTERTEMPORARIRON PIPE ELEV 5000.N 1433734E 3121499JTJT JT JT JT JT JT JT 6''SS6''SS6''SS6''SSUGE1''W 1''W1''W1''W1''W UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE9.814.4N89° 24' 31"E 263.86'ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020' 30' 40'SCALE IN FEETNot to ScaleNot to ScaleSITEshukzjhwlGylx|pyltlu{zhylhylx|pyltlu{ylx|pylkwyv}pklkSTREET TREESz{yll{G{yllzGzohssGvjj|yGpuG{olGhkqvpupunz{yll{Gypno{TvmT~h€uVhGG{olGzp{lGkvlzGuv{GhkqvpuGhu€z{yll{Gypno{TvmT~h€zLANDSCAPE AREATREATMENTLANDSCAPE AREAS SHALL INCLUDE ALL AREAS ONTHE SITE THAT ARE NOT COVERED BY BUILDINGS,STRUCTURES, PAVING OR IMPERVIOUS SURFACEwyv}pklkPARKING LOTPERIMETERLANDSCAPETREES SHALL BE PROVIDED AT A RATIO OF 1 TREEPER 25 LF ALONG A PUBLIC STREET AND 1 TREE PER40 LF ALONG A SIDE LOT LINE PARKING SETBACKAREAuVhGG{olGzp{lGkvlzGuv{GhkqvpuGhu€w|ispjGz{yll{Gypno{TvmT~h€zUEXISTING TREESPRESERVED ALONGPERIMETER OF PARKINGLOTPARKING LOTINTERIORLANDSCAPING6% OF THE INTERIOR PARKING LOT SHALL BELANDSCAPE AREAS25,324 SF OF PARKING LOT x 6% =1,519 SF OF LANDSCAPE REQUIRED1,580 SF PROVIDED1 TREE SHALL BE PLANTED PER 150 SF OF REQUIREDINTERIOR LANDSCAPE AREA. 1 OR MORE CANOPYTREES SHALL BE LOCATED IN EACH LANDSCAPEISLAND1580 SF / 150 = 10 TREES REQUIRED10 PROPOSED TREESPROVIDEDTREE MITIGATIONhssGlpz{punG{yllzG{vGylthpuGuvGtp{pnh{pvuylx|pylkTREES QTYBOTANICAL / COMMON NAMECONT CALDETAILNOTES5GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` / SHADEMASTER LOCUSTB & B2"CAL 50A USE TREE WRAP5QUERCUS MACROCARPA / BURR OAKB & B2"CAL 50ASHRUBS QTYBOTANICAL / COMMON NAMESIZEDETAILINSTALL HT24JUNIPERUS CHINENSIS `ARMSTRONGII` / ARMSTRONG JUNIPER5 GAL 50B20RIBES ALPINUM / ALPINE CURRANT5 GAL 50B64SCHIZACHYRIUM SCOPARIUM `ALDOUS` / ALDOUS LITTLE BLUESTEM5 GAL 50BPLANT SCHEDULE1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE – FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAFDENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALLTREES SHALL BE BALL AND BURLAP OR EQUIVALENT.2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH ANAUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATERUTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATICPOP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATICDRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THEIRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMSTO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKSIRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF ABUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTIONPROCESS.3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FORLATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THESOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THANEIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OFAT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOILAMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OFOCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVEBEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN AMANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHERINSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROWACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANYBUILDING IN SUCH PHASE.6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINALPLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITEDETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULARMAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE,PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACEDPERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITHTHE REQUIREMENTS OF THESE PLANS.8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES4 FEET BETWEEN TREES AND GAS LINES9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC3.2.1(D)(2)(a).10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORTCOLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OREASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCESWITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORMDRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OFLANDSCAPE ELEMENTS ON THIS PLAN.12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANTAVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OFCONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGESOF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.GENERAL LANDSCAPE NOTESPLANTREE WRAPBACKFILL MIXWHITE FLAGGING (TYP.)8" 2-PLY RUBBER HOSE8' STEEL TEE POST- 3 REQUIRED AT 120°4 INCHES MULCHUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)TREE PLANTINGN.T.S.12"6"REMOVE BURLAP & ROPE FROMTOP 1/3 OF THE BALLDOUBLE STRAND 12 GAUGE WIRECOVERED W/2-PLY RUBBER HOSEPAINTED FLUORESCENT ORANGE2'(MIN.)12"UNDISTURBED SUBSOILBACKFILL MIX6"SHRUB PLANTINGN.T.S.WEED MAT (ONLY IF SHRUB ISWITHIN A PLANTING BED)4 INCHES MULCH (SEELANDSCAPE NOTES FORTYPE OF MULCH)IF SHRUB IS B & B, THENREMOVE BURLAP & ROPEFROM TOP 1/3 OF BALL1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTEDUNLESS NOTED ON THESE PLANS FOR REMOVAL.2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORISTOR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BEPERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OFORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK ORONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILLWITHIN THE FENCED TREE PROTECTION ZONE.5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGEAND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THELIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYAND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROMSTAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BEACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGERDISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THECHART BELOW:9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONALECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THESURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANTSTATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.TREE PROTECTION NOTESTree Diameter at Breast Height (inches)Auger Distance From Face of Tree (feet)0-213-425-9 510-14 1015-1912Over 19 15MULCH QTYTYPE1462SFMULCH TO MATCH MULCH COLOR AND TYPE USED ON EXISTINGSAM'S CLUB PROPERTYRIGHT OF WAY LINESTORM DRAINTYPICAL PLANTING WITH QUANTITY AND KEY(SEE PLANT LIST)PROPOSED LEGENDLANDSCAPE NOTES77A EXISTING TREE TO REMAIN (REFER TO TREE PROTECTION NOTES)77B TREE PROTECTION FENCE (REFER TO TREE PROTECTION NOTES)77C EXISTING LANDSCAPE AREA TO REMAIN, ANY AREA DAMAGED DURING CONSTRUCTION SHALL BE RESTORED/REPLACED BY CONTRACTOR.77D PLEASE HYDROEXCAVATE OR POTHOLE PRIOR TO INSTALLING NEW WATER SERVICE LINE(S) NEAR EXISTING TREES 1-4. HANDDIGGING SHALL BE USED WITHIN THE CRITICAL ROOT ZONE OF THESE FOUR TREES. IN ADDITION TO REQUIRED TREE PROTECTIONTHAT MUST BE INSTALLED AROUND THESE TREES, PLEASE PRESERVE AND PROTECT ALL EXISTING ROOTS, ESPECIALLY THOSE GREATERTHAN 2 INCHES IN DIAMETER. CONTACT CITY FORESTRY IF ANY ROOTS GREATER THAN 2 INCHES NEED TO BE SEVERED IN ORDER TOINSTALL THIS UTILITYDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKSKnow what'slpz{punG{yllzKEY SPECIES DBH CONDITION MITIGATION NOTES1AUTUMNPURPLE ASH14" FAIR MINUS 1.52ASH 14" FAIR MINUS2MEASUREDBELOW 4.5'3 CRABAPPLE 4" POOR 04 CRABAPPLE 9" FAIR MINUS 15 ASH 16" FAIR MINUS 1.56 ASH 16" FAIR MINUS 1.57 ASH 16" FAIR MINUS 1.52.58 HONEYLOCUST 15" FAIR29 HONEYLOCUST 15" FAIR 1 FOR 110 CRABAPPLE 3" FAIR211 HONEYLOCUST 13" FAIR 112HONEYLOCUST 13" POOR PLUS213 HONEYLOCUST 13" FAIR 114 CRABAPPLE10.5"FAIR MINUS 1.515 HONEYLOCUST 14" FAIR MINUS 1.516 CRABAPPLE12"FAIR 1.517 LINDEN 11" FAIR 1.518 LINDEN 13" FAIR 2.519 LINDEN 13" FAIR 2.520 LINDEN 10" FAIR 1.521 LINDEN 12" FAIR 222 LINDEN 14" FAIR 223 CRABAPPLE 14" FAIR MINUS 1.524 ASH 13" FAIR MINUS1.525 ASH17.5"FAIR MINUS 226 ASH 14" FAIR1.527 ASH15"FAIR1.528 ASH 19" FAIR 2.5* ALL TREES PRESERVEDGENERAL NOTESTHE INSTALLATION OF VAULTS, UTILITIES OR ANY UNDERGROUND ELEMENTS REQUIRING EXCAVATION DEEPER THAN SIX INCHESSHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF ANY PROTECTED EXISTING TREE AT A MINIMUM DEPTH OF 24INCHES.THE AUGER OR BORING ENTRY POINT DISTANT IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROMTREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART AT LEFT. BORING SHALL NOT OCCUR DIRECTLY UNDER THE TREETRUNK AND SHALL BE SHIFTED TO ONE SIDE OF THE PARKWAY.TREE DIAMETER AT BREAST HEIGHT (INCHES)0'' TO 9'' 10'' TO 14'' 15'' TO 19'' OVER 19''AUGER / BORING PIT DISTANCE FROM FACE OF TREE* (FEET)5'10' 12'15'*THE BORING PIT DISTANCE SHALL BE MEASURED FROM THE EDGE OF DISTURBANCE TO THE FACE OF THE TREE.3/31/2021ITEM 4, ATTACHMENT 7 101nl102nd ls flipped paintedascpOAKRIDGE DRIVE(COLLECTOR 2 LANES)SAM'S CLUB130,383± SQ FT4700 E. BOARDWALK DRIVE, FORT COLLINS, COZONE: HC (HARMONY CORRIDOR DISTRICT)USE: COMMERCIAL/RETAILEXISTING POND BSOUTH BOARDWALK DRIVE(COLLECTOR 2 LANES)D15'' RCP15'' RCP15'' RCPAPPROXIMATE LIMITS OF WORK WITHIN POND B2,600± SF (1,300± CF)CONTRACTOR SHALL REPLACE/REPAIR ANY LANDSCAPE MATERIAL DAMAGED DURING CONSTRUCTION.APPROXIMATE EXISTING TOP OF POND BAPPROXIMATE EXISTING BOTTOM OF POND BPROPOSED OUTFALL STRUCTURE,REF SHEET C13 - DETAIL SHEETEXISTING OUTFALLSTRUCTURE TO REMAINEXISTING STORM DRAINMANHOLE TO REMAINKOHL'SN90° 00' 00"E 117.28'S00° 00' 01"E 308.47'L=205.82,R=576.00Δ=20.47N68° 30' 20"W 150.28'L=155.43,R=451.94Δ=19.70N85° 15' 16"W 66.41'N88° 12' 35"W 107.00'L=17.28, R=11.00∆=90N01° 47' 25"E 255.44'SCALE IN FEET80'60'040'Know what'sEXISTING LEGENDwADESIGNWATER VALVEWATER METERLIGHT POLEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINEACCESS AND DRAINAGE EASEMENTACCESS AND UTILITY EASEMENTAUETELECOMMUNICATIONS PEDESTALCABLE TV PEDESTALTVSANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTUNDERGROUND STORM LINEDECIDUOUS TREE (SIZES SHOWN HEREON)ewPROPERTY LINEEASEMENT LINEUNDERGROUND WATER LINEssCONTOUR (ONE FOOT INTERVAL)XXXXALERT TO CONTRACTOR:ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATEIN PROJECT DOCUMENTS.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFPORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDINGUTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.NOTE:WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.SITE BENCHMARK:CITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EASTHARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF ACONCRETE IRRIGATION DROP STRUCTURE. NAVD88=5017.14'DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKS3/31/2021ITEM 4, ATTACHMENT 7 KIOSK200± SFFFE 5000.05DO NOT ENTERDO NOT ENTERTEMPORARY ONSITE BENCHMARKIRON PIPE IN ASPHALT HOLEELEV 5000.297'N 1433734.81993'E 3121499.21743'JTJT JT JT JT JT JT JT 6''SS6''SS6''SS6''SSUGE1''W 1''W1''W1''W1''W UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEN89° 24' 31"E 263.86'ALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020' 30' 40'SCALE IN FEETNot to ScaleNot to ScaleSITEWATER BUDGET CHARTHYDROZONEAREA (SF)WATER NEEDS(GALLON/SF)ANNUAL WATERUSE (GALLONS)HIGH0180MODERATE0100LOW146234386VERY LOW000TOTAL1462 AVG: 365.5 4386LOW HYDROZONEHYDROZONE LEGENDDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKSKnow what's3/31/2021ITEM 4, ATTACHMENT 7 KIOSK200± SFFFE 5000.05JTJT JT JT JT JT6''SSUGE1''W 1''W1''W1''W1''W UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEMBFMS8.1611"1.5921"IRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVEIRRIGATION SLEEVE1.5" IRRIGATION MAINLINECRFIRRIGATION SLEEVEALL SAM'S CLUB GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECTDOCUMENTS.020' 30' 40'SCALE IN FEETNot to ScaleNot to ScaleSITEDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-LP.dwg LAST SAVED BY: MPARKSKnow what'sGENERAL IRRIGATION NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECTSPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTORIS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TOBEGINNING WORK.3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR OF ANY DISCREPANCIES IN PLANS ORSPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK.4. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THELANDSCAPE ARCHITECT OR LICENSED IRRIGATOR.5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THERESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENTREGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS.6. CONTRACTOR IS TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALLNOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWERTHAN THE DESIGN WATER PRESSURE OF 65 PSI.7. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED PER LOCALREQUIREMENTS.8. ANY EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICALROOT ZONE OF ANY TREE.9. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATIONCONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER.10. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERSREPRESENTATIVE.11. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING MANUAL DRAIN VALVES AT LOWEST POSSIBLE ELEVATION ONIRRIGATION MAIN SO AS TO PROVIDE POSITIVE DRAINAGE OF IRRIGATION MAIN DURING WINTER MONTHS, OR PROVIDEBLOWOUT ASSEMBLY.12. ALL LATERAL LINES SHALL BE EQUIPPED WITH AUTOMATIC DRAIN VALVES AT LOW POINTS.13. IRRIGATION CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION WITH GENERAL CONTRACTOR. GENERAL CONTRACTORSHALL PROVIDE (2) 1" ELECTRICAL CONDUITS FOR IRRIGATION CONTRACTOR'S POWER/DATA CONNECTION TO CONTROLLER.SEE ARCHITECTURAL ELECTRICAL PLAN FOR ELECTRICAL CONNECTION TO THE IRRIGATION CONTROLLER. IRRIGATIONCONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM WITH GENERAL CONTRACTOR AND LANDSCAPECONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.14. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ONTHESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN INTHE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OFUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.15. ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER WIRE CONNECTION DETAIL.16. DO NOT INSTALL IRRIGATION AT PYLON / MONUMENT SIGN LOCATION UNTIL SIGN HAS BEEN INSTALLED.17. LOCATION FOR IRRIGATION SYSTEM AS SHOWN IS FOR DRAWING PURPOSES ONLY. UNSLEEVED PIPES MAY BE SHOWN INPAVEMENT AREAS FOR CLARITY ONLY. INSTALL THESE PIPES IN ADJACENT LANDSCAPE AREAS WHERE NECESSARY.CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF PROPOSEDIRRIGATION SYSTEM. ALL PROPOSED IRRIGATION LINES AND EQUIPMENT SHALL BE INSTALLED WITHIN THE BOUNDARIES OFTHE PROJECT SITE. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR LICENSED IRRIGATOR IF THE DESIGN AS SHOWN ISNOT ACHIEVABLE.18. MINIMUM COVER FROM TOP OF PIPING TO FINISHED GRADE SHALL BE AS PER DETAIL 64A.19. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TOPROVIDE COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINORADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER.20. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, SUPPORTED BY BRICKS IF NEEDED, WITH 3" OF CLEAN PEA GRAVELLOCATED BELOW THE VALVE.21. ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALLLATERAL LINE PIPING UNDER PAVING SHALL BE PVC SHEDULE 40 AND SHALL BE INSTALLED PRIOR TO ANY HARDSCAPEMATERIAL. IRRIGATION CONTRACTOR TO PROVIDE SLEEVES BETWEEN 12" AND 15" BELOW GRADE AT ALL DRIVE ENTRANCESAND SIDEWALKS. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED.CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES.22.IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES,LOCATION OF FENCES, RETAINING WALLS, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMSDAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION ANDINSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING AND TIMING, ETC. REFERTO CIVIL ENGINEERING PLANS FOR GRADING, METHODS OF DRAINAGE, IRRIGATION METERS, AND BACKFLOW PREVENTIONDEVICE LOCATION.23. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED, SHALL BE INSTALLED AS PER MANUFACTURER'SRECOMMENDATIONS, DETAILS AND SPECIFICATIONS. ACCEPTABLE MANUFACTURERS INCLUDE RAINBIRD, HUNTER, TORO, ORNETAFIM24. ANY DRIP SYSTEM PIPING IN PLANTING BEDS IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREEFORM MANNER(AVOIDING OBJECTS SUCH AS LIGHT POLES, TRANSFORMERS PADS, EQUIPMENT VAULTS, SUBSURFACE ROCK TOO LARGE TOREMOVE, ETC...) AS LONG AS ALL PLANT MATERIAL RECEIVES THE PROPER NUMBER OF EMITTERS PER SCHEDULE AND THEVINYL DISTRIBUTION TUBING DOES NOT EXCEED THE MAXIMUM DESIGN LENGTHS PER MANUFACTURER'SRECOMMENDATIONS.25. UNLESS OTHERWISE REQUIRED, BACKFLOW PREVENTION DEVICES LESS THAN 2" SHALL BE PLACED IN A WIRE MESH BASKETENCLOSURE AND PAINTED TO MATCH THE PRIMARY BUILDING COLORS. SEE CIVIL PLANS FOR LOCATION.26. ALL JOINTS AND BENDS 2" OR LARGER SHALL HAVE CONCRETE THRUST BLOCKING. THRUST BLOCKING SHALL BE A MINIMUMOF 1 CUBIC FOOT OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. SEE DETAIL 31C FOR THRUST BLOCKING.27. CONTRACTOR WILL PROVIDE OWNER WITH A COMPLETE AND REPRODUCIBLE DRAWING OR IRRIGATION SYSTEM LAYOUT AS ITWAS INSTALLED. DRAWING SHOULD INCLUDE, BUT NOT BE LIMITED TO, LOCATIONS OF ZONES VALVES, MAIN, LATERAL ANDDISTRIBUTION LINES, SLEEVES, WATER METER, BACKFLOW PREVENTION DEVICE, SENSORS AND CONTROLLER.28. ALL LATERAL LINE SIZING SHALL REFER TO PIPE SCHEDULE ON THIS PLAN.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD XCZ-100-PRB-COMWIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALLVALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSIQUICK-CHECK BASKET FILTER. 0.3GPM TO 20GPM.2TREE DRIP RING2 DRIP RINGS USING 12" EMITTER SPACING @ .9 GPH. 12" SPACING FROMTRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING.10AREA TO RECEIVE DRIPLINERAIN BIRD XFD-09-18XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPHEMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XFINSERT FITTINGS.974.9 L.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYSHUT OFF VALVE1RAIN BIRD PESB 1"1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FORRELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.1WATTS 009 1"REDUCED PRESSURE BACKFLOW PREVENTER1RAIN BIRD ESP8LXMEF8 STATION CAPABLE COMMERCIAL CONTROLLER. MOUNTED ON A PLASTICWALL MOUNT. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES1RAIN BIRD SMRT-YSOIL MOISTURE SENSOR KIT. 24VAC @ 50/60 HZ. OPERATING TEMPERATURE:-4 DEGREES F TO 158 DEGREES F. SURVIVAL TEMPERATURE: -40 DEGREES F TO185 DEGREES F. UL, CUL, C-TICK CERTIFICATIONS.1RAIN BIRD WR2-RFCWIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1 RECEIVER AND 1RAIN/FREEZE SENSOR TRANSMITTER.1WATER METER 3/4"ASSUMED1IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21812.2 L.F.IRRIGATION MAINLINE: PVC SCHEDULE 40357.4 L.F.PIPE SLEEVE: PVC SCHEDULE 40309.2 L.F.2021-02-09 16:02BFCMSRFM#"#Valve NumberValve SizeValve FlowValve Callout#IRRIGATION SCHEDULEWIRE CONNECTIONN.T.S.CRIMP SLEEVE USERECOMMENDED TOOLBODYFILL WITH SEALANTCAPRUN WIRING BENEATH AND BESIDEMAINLINE. TAPE AND BUNDLE AT 10-FOOTINTERVALS.NOTES:ALL SOLVENT WELD PLASTIC PIPING TOBE SNAKED IN TRENCH AS SHOWN.TIE A 24-INCH LOOP IN ALL WIRING AT CHANGESOF DIRECTION OF 30° OR GREATER. UNTIEAFTER ALL CONNECTIONS HAVE BEEN MADE.MAINLINE, LATERAL,AND WIRING IN THESAME TRENCHLATERALPIPESECTION VIEWMAINLINEPIPEWIRE W/O CONDUITCONDUITWIRING INIRRIGATION PIPEAND WIRE TRENCHINGN.T.S.1. ALL LATERAL LINES SHALL BE SDR-13.5 PVC PIPE. ALL MAIN LINES SHALL BE SDR-21 PVC PIPE.2. SLEEVES BELOW ALL HARDSCAPE ELEMENTS SHALL BE SCH. 40 PVC AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.3. ALL LATERAL LINES SHALL BE BURIED NO LESS THAN 18" DEEP. ALL MAIN LINES AND ELECTRICAL LINES SHALL BE NO LESS THAN 24" DEEP.PVC EXHAUST HEADERPVC SCH 40 TEE OR EL (TYPICAL)BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL)FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFD FLUSH POINT"PERIMETER OF AREAPERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROMPERIMETER OF AREAON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFD DRIPLINE NON-POTABLE: XFDP DRIPLINEPVC SUPPLY HEADERPVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVEKIT (SIZED TO MEET LATERAL FLOW DEMAND)PVC SCH 40 RISER PIPE9NOTES:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES INELEVATION. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE TABLE BELOW.XFD Dripline Maximum Lateral Lengths (Feet)2-3"MULCHDRIP MANIFOLDBURIAL DEPTHINSET AINSET AON-SURFACE DRIP IRRIGATION N.T.S.(EMT6-M101)RAIN BUG EMITTERRAINBIRD MULTI-OUTLET EMITTER TUBINGCLASS 200 PVCSWING JOINTPVC ELL AND STREET ELL(LENGTH AS REQUIRED)SCHEDULE 80 NIPPLEEMITTER BOXFINISH GRADEMULTI-OUTLET EMITTERN.T.S.ON OPPOSITE EDGES OF THE TREE SAUCER.EDGES OF THE ROOT BALL, AND 2 OUTLETS LOCATEDPLANTREE SAUCERON PLAN WITH 2 OUTLETS LOCATED ON OPPOSITEALL EMITTER TUBING SHALL BE PLACED AS SHOWNLATERAL LINEW/ BUG CAP (TYP.)W/ BUG CAP (TYP.)DRIP LINEROOT BALLIN BOXMULTI-OUTLET EMITTERSHOWN ON PLANLATERAL LINEEMITTER TUBING3/31/2021ITEM 4, ATTACHMENT 7 Know what'sRDATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-SWMP-CS.dwg LAST SAVED BY: JHENTHORNEUSGS Quadrangle MapNot to ScaleVicinity MapNot to ScaleSITE LOCATION4700 BOARDWALK DRIVEFORT COLLINS, COSWMP PLANS FOR CONSTRUCTION OF4700 BOARDWALK DRIVEFORT COLLINS, COLORADOGENERAL NOTESA. PROJECT OFFICE WALL SWMP POSTINGS:THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THEPROJECT OFFICE:1) SWMP SITE MAPS (ALL PHASES);2) SWMP DETAIL SHEETS;3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY;4) REVISIONS TO DETAILS, SITE MAPS, OR SWMP-RELATED RFIS;5) SITE SWMP BINDER;6) SWCT PLACARD;7) CURRENT OWNER TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S);AND8) CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THEAPPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION.B. PERMITTED PROJECT AREA:FOR PURPOSES OF THIS SWMP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINEDAS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWMP SITE MAPSAND IDENTIFIED IN THE NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING ANDCONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, PROJECT OFFICETRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE.OFFSITE AREA(S) TO BE DISTURBED AS PART OF THIS PROJECT (NOT ON OWNER PROPERTY):OFFSITE AREAS THAT EXTEND BEYOND THE SAM'S CLUB BOUNDARY AREA, BUT MUST BE INCLUDED WITHIN THEPERMITTED AREA INCLUDE THE FOLLOWING:- OFFSITE UTILITY CONNECTIONS WITHIN HARMONY ROAD R.O.W.- BMP PLACEMENT ALONG EAST PROPERTY BOUNDARY- WORK IN EXISTING POND SOUTH OF EXISTING SAM'S CLUB BUILDINGALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THEGC OR A SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED INACCORDANCE WITH APPENDIX E - TAB 21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TOLOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE PROJECT WITHIN THE LIMITS OFDISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS FOR OFFICE TRAILERS ORNON-ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTIONMANAGER, THE CEC AND THE OWNER PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASEBASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE CEC.C. SPECIAL PROJECT AREAS:THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRINGINSPECTION AND MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT.D.1 NON-STORMWATER DISCHARGES:THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITSMOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATERDISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDED IN ACT2 CONDITION NO.T-5 OF THE GENERAL PERMIT.BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLEDISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWMP FOCUS ONPROVIDING CONTROL OF POLLUTANT DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILYAVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT.NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER.ALL NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE.WATER USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLICWATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FORCONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROMTHE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHENNON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOTCAUSE EROSION OF THE SOIL DURING DISCHARGE.D.2 POWER WASHING:PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS,MUST BE COLLECTED FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAINSYSTEM OR DISCHARGED OFF-SITE.E. DISCHARGE POINTS:ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATIONCONTROL MEASURES ARE EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/ORIMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONSSHALL BE REPORTED AS A SEDIMENT DISCHARGE (SEE APPENDIX E - TAB 14, SEDIMENT RELEASES, OF THE 02370SPECIFICATION) AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT FUTUREOCCURRENCE. CONTACT THE CM, CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OFDISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING ANDMONITORING OF EFFLUENT PLAN (IF APPLICABLE).EROSION AND SEDIMENT CONTROL NOTESA. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATERMANAGEMENT PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BYCONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCALREQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONALCONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITYIMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWMP IMPLEMENTATIONSEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLYSEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.E. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELYUPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUALGRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/ORBLANKETS. COMPLETION MUST BE ACHIEVED IMMEDIATELY, BUT NO LATER THAN SEVEN DAYS.F. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BEPERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/ORVEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN SEVEN DAYS AFTER THE LAST CONSTRUCTIONACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN.G. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFFVELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PERREQUIREMENTS IN THESE E&S CONTROL NOTES.H. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BERESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TOPREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE.I. ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER MANAGEMAENT PLAN, SHALL BEMAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OFWORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALLBE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLEPERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS.J. STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSOPROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACTDOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M)MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS.K. ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OFACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL.L. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED FROM THE SITE.M. OFF-SITE VEHICLE TRACKING OF SEDIMENT AND THE GENERATION OF DUST SHALL BE MINIMIZED DURINGCONSTRUCTION.N. THE PLAN SHALL ENSURE AND DEMONSTRATE COMPLIANCE WITH APPLICABLE STATE OR LOCAL WASTEDISPOSAL AND TEMPORARY AND PERMANENT SANITARY SEWER REGULATIONS.O. NO LIQUID CONCRETE WASTE SHALL BE DISCHARGED FROM THE SITE.P. NO CONTAMINATES FROM FUEL STORAGE ARES, HAZARDOUS WASTE, AND TRUCK WASH AREAS SHALL BEDISCHARGED FROM THE SITE.Q. ADEQUATE HOUSEKEEPING MEASURES SHALL BE IMPLEMENTED SO THAT RANDOM TRASH, MATERIALS, ANDTOOLS ARE NOT LEFT LAYING AROUND THE SITE DURING CONSTRUCTION.ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALLBE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THISCONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALLAPPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLEDACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLYAPPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE ANDCOMBUSTIBLE LIQUIDS.MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLEMATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS ORAPPARATUS.IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVETHE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIMEFRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERINGWATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSEDOF BY THE CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THEMANUFACTURER OF SUCH PRODUCTS.THE GC SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUMPRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF ONE GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS,ON THE DAY OF THE SPILL. THE GC SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT,IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE AVAILABLE IN THE ONLINE SWMPREPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT REPORTS SHALL BE PRINTEDAND MAINTAINED IN THE JOBSITE BINDER.ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES ASDEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPANATIONAL RESPONSE CENTER (1-800-424-8802) AND COLORADO DEPARTMENT OF PUBLIC HEALTH ANDENVIRONMENT (1-303-692-3300) IMMEDIATELY.THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS THAT WHICH EXCEEDS A REPORTABLE QUANTITYESTABLISHED UNDER 40 CFR 302: ONE BARREL OR 42 GALLONS.THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 OR THE CODE OF FEDERALREGULATIONS WEBPAGEHTTPS://WWW.ECFR.GOV/CGI-BIN/TEXT-IDX?SID=5EB9206A60662143CB26A1B0A7263E74&MC=TRUE&NODE=SE40.28.302_14&RGN=DIV8.TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME INCONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED:1)ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS,SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOILSTABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURELOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE.2)THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULEDFOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL.3)A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTYLITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES,PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITSLOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS.a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES ANDAPPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT ANDFROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME.b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION.4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCTLABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTALDAMAGE.5)ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL.6)THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THEPRODUCT LABEL AND REGULATIONS.THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X". FLOOD ZONE "X" IS DEFINED AS AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOODINSURANCE RATE MAP FOR FORT COLLINS, COLORADO.COMMUNITY PANEL NUMBER: 08069C1000FEFFECTIVE DATE: DECEMBER 19, 2006.(NPDES) NOTES1. IN THE CASE OF EMERGENCY, CALL THE WALMART CONSTRUCTION MANAGER.2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURALCONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TOSTREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TOMINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WINDOR RUNOFF.5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESSTREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THEREQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE ANDANY ASSOCIATED CONSTRUCTION STAGING AREAS.7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALSSHALL BE COLLECTED AND PROPERLY DISPOSED IN THE TRASH OR RECYCLE BINS.8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOTCARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ONLYWHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DONOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TOCAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITYREPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROMPAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS:ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOROR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH AND CONCRETE WASH WATER; CONCRETE,DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STREAM CLEANING OR CHEMICALDEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEESHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLYSEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS.10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGE CONTAMINATED SOILS VIA SURFACEEROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITYCONTROL BOARD.11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THECONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TOPREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORKIS IN ACCORDANCE WITH THE APPROVED PLANS.14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES,AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHEDIS PROHIBITED.15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THERAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENTLOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENTHE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVECOMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, ANDSTOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM SITE TOSTREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BEIMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM SITE TO STREETS, DRAINAGE FACILITIES,OR ADJOINING PROPERTY BY WIND RUNOFF.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMSEROSION AND SEDIMENT CONTROL PLANS (ESCP)PROVIDE COPIES OF (ESCP) FOR REFERENCE. ESCP ARE USUALLY PART OF BMP'S AND SHALL BE ADDRESSED ONGRADING PLANS AND RELATED BUILDING SITE PLAN.ULTIMATE RECEIVING WATER:SITE DRAINS TO MAIL CREEK DITCHFLOWING APPROXIMATELY 1 MILEWEST OF SITESW0 SWMP NOTESSW1 SWMP IMPLEMENTATION SEQUENCE AND LIMITS OF WORKSW2 PHASE 1 EROSION AND SEDIMENT CONTROL PLANSW3 PHASE 2 EROSION AND SEDIMENT CONTROL PLANSW4 SWMP INFORMATION SUMMARIESSW5 SWMP DETAIL SHEET 1SW6 SWMP DETAIL SHEET 2SW7 SWMP DETAIL SHEET 3HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTINGFLOOD CERTIFICATION:PLAN INDEX:Vicinity MapNot to ScaleSUBJECT SITESITE BENCHMARKCITY OF FORT COLLINS BENCHMARK: 4-08 ON SOUTH SIDE OF HARMONY RD. AT THENORTHWEST CORNER OF 625 EAST HARMONY RD.(FRONT RANGE BAPTIST CHURCH), ON THE NORTHWALL OF A CONCRETE IRRIGATION DROP STRUCTURENAVD88=5017.14'IMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC.ITEM 4, ATTACHMENT 7 covered cart returncovered cart returnWWWwwcovered cart returncovered cart returnasphaltconcrete sidewalkwmb PROPOSED CANOPY FOOTPRINTPROPOSED BUILDINGFOOTPRINTCFCF CFCFCFCFCFCFCFCFCF CFCFCFCF CFCF KKIOSKcovered cart returncovered cart returnJT JT JT JT JT 6''SS6''SS6''SSSWWW1''WUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEwwwmb CFCF CFCFCFCFCFCFCFCFCFCFCF CFCF CFCF DATE Engineering Associates, Inc.DRWDESPMDPORINITIAL DESIGNJOB # 31493 DRAWING: 31493-SWMP-LOW.dwg LAST SAVED BY: JHENTHORNE1A2345678910BCDEFGtpuptph{pvuGvmGkpz{|yilkGhylhzaXU jvu{yhj{vyGzohssGthuhnlGjvuz{y|j{pvuGhj{p}p{plzG{vylk|jlG lyvzpvuG hukG yl{hpuG zlkptlu{G hukG v{olywvss|{hu{zGpuG{olGzvpsGh{G{olGjvuz{y|j{pvuGzp{lUYU jvu{yhj{vyG zohssG tpuptplG {olG {ptlG ihylG zvpsG pzlwvzlkUZU jvu{yhj{vyG zohssG tpuptplG zp{lG kpz{|yihujlG i€tpuptppunG {olG l{lu{G vmG nyhkpunG hukG jslhypunG {vlmmlj{p}ls€Gylk|jlGzlkptlu{G€plskUuv{lG {vG njaG v~ulyG ohzG h|{ovyp{€G h{G hu€G {ptlG {vG sptp{z|ymhjlG hylhG vmG lyvkpislG lhy{oG th{lyphsG lwvzlkG i€jslhypunG hukG ny|iipunSG ljh}h{pvuSG ivyyv~G hukltihurtlu{Gvwlyh{pvuzGhukG{vGkpylj{G{olGnjG{vGwyv}pklpttlkph{lG wlythulu{G vyG {ltwvyhy€G wvss|{pvuG jvu{yvstlhz|ylzUIMPORTANT: GC MUST SIGN ALL PLAN SHEETSAND ANY NEW PLAN SHEETS ISSUED BY THE CEC.SWMP IMPLEMENTATION SEQUENCEPHASE 11. INSTALL THE SWMP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHINEASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.2. STAKE/FLAG THE LIMITS OF DISTURBANCE (LOD) (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BECONSPICUOUSLY, AND PROMINENTLY, MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKEDTHROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.3. INSTALL BIG RED SECTIONS 1-64. INSTALL CONSTRUCTION EXIT AS SHOWN ON SITE MAPS.5. INSTALL CONSTRUCTION FENCING AS SHOWN ON SITE MAPS.6. PREPARE TEMPORARY PARKING AND STORAGE AREA AND SET THE PROJECT OFFICE TRAILER.7. HALT ALL ACTIVITIESCONTACT THE CIVIL ENGINEERING CONSULTANT (CEC) TO PERFORM INSPECTION AND CERTIFICATION OF BEST MANAGEMENTPRACTICES (BMPS). BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER PRE-CONSTRUCTION MEETING. (THIS SHOULD BESCHEDULED IN ADVANCE, IN ANTICIPATION OF THE EXPECTED DATE WHEN THE ABOVE SEQUENCE ITEMS WILL BE COMPLETED.)ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED AS DEFICIENCIES WITHIN THE BMP CERTIFICATION FORMAND RESOLVED WITHIN 24-HOURS. BMPS MUST NOT BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE RESOLVEDWITHIN 24-HOURS OF THE BMP CERTIFICATION BY THE CEC.IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS, THE CERTIFICATION OF BMPS MUSTBE RESCHEDULED. THE STORMWATER PRE-CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CAN BE CERTIFIED.GENERAL CONTRACTOR (GC) SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE-CONSTRUCTION MEETING WITH THE CEC,OWNER'S CONSTRUCTION MANAGER (CM), AGENCY(IES) AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION.DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWMP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THENEXT BUSINESS DAY AFTER THE SITE BMPS & PRECONSTRUCTION MEETING CERTIFICATION IS SIGNED/CERTIFIED BY THE CEC.NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH,CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELYDENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. INADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS.NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDEROR SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED.PHASE 21. BEGIN DEMOLITIONING EXISTING SITE FEATURES AS SHOWN ON THE SITE MAPS. (PHASE DEMOLITION TO THE MAXIMUM EXTENTPRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME).2. BEGIN GRADING THE SITE.3. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.4. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENTLAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED ORLIKELY TO REMAIN INACTIVE FOR 14 DAYS OR MORE.5. PRIOR TO UTILITY AND TRENCH DRAIN WORK, INSTALL BIG RED SECTION 7 THRU 24 AS SHOWN ON THE SITE MAPS.6. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS7. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.8. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.9. REMOVE CONSTRUCTION EXIT PRIOR TO PAVING OPERATIONS.10. REMOVE AND REPLACE BIG REDS AT THE END OF EACH WORKDAY AS PAVING OPERATION.11. PREPARE SITE FOR PAVING.12. PAVE SITE.13. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES, PER BMP DETAILS.14. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL DISTURBED AREAS.15. OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM) THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN:A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS),B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS, ANDC. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE-NOT SITE INSPECTION AND REPORT (ONLY CM MAY DO THIS).16. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL THE CM FINAL DAILY INSPECTION REPORT, MARKED 'READY TO TERMINATEPERMIT', IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE ONLINE SWMP REPORTING SYSTEM PROVIDED BY THEOWNER.NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY, ONLY IF ALL PRECEDING BMPSAND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FORCLARITY. THE CEC MUST APPROVE, IN WRITING, ANY CHANGES IN THE ABOVE SWMP IMPLEMENTATION SEQUENCE, BEFORE THEIRIMPLEMENTATION BEGINS.THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THESOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ON SHEET C9.4.SCALE IN FEET100'75'0 50'ITEM 4, ATTACHMENT 7 FORT COLLINS, COEXISTING HPS LUMINARIES ONLYUNVERIFIED MOUNTING HEIGHTSTARGET: 5.00 fc AVG 3.00 fc MIN FUEL STATIONEXISTING AND RELOCATED POLE LOCATIONSLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionArr. WattsArr. Lum.LumensBUG Rating24ASINGLE0.864CRUS-SC-LED-LW-CW MTD @ 15'87.910871B3-U0-G13(E) DBACK-BACK0.700(E) (2) 400S ON (E) POLE93659864B5-U0-G32(E) SSINGLE0.700(E) 400S ON (E) POLE46829932B5-U0-G3Calculation Summary Illuminance Foot-candlesLabelAvgMaxMinMax/MinFuel Station5.388.971.535.86Limited3.425.021.254.02Main parking3.996.211.484.202.583.71 5.03 5.79 6.63 7.14 7.25 6.94 6.30 5.66 4.25 3.023.64 5.83 7.54 8.52 8.78 8.97 8.89 7.59 5.52 3.446.504.556.367.828.458.377.165.595.612.54 3.99 5.00 5.23 5.33 5.61 6.04 6.48 6.27 5.22 4.101.53 2.21 2.79 3.06 2.83 3.08 4.00 4.31 4.42 4.05 3.741.33 1.96 2.57 3.01 2.833.06 3.87 4.29 4.35 3.83 3.391.35 2.07 2.93 3.21 3.60 3.55 3.89 4.354.544.49 3.92 3.131.36 2.33 3.10 3.994.144.09 4.30 4.68 5.01 4.35 3.67 2.721.35 2.17 3.24 4.024.454.89 5.02 4.84 4.64 4.12 3.11 2.241.26 2.03 3.14 3.81 4.70 3.99 4.09 4.92 4.19 3.61 2.53 1.761.25 2.01 3.10 3.81 4.65 4.30 4.354.774.02 3.35 2.29 1.524.43 3.97 3.05 2.34 1.75 1.48 1.50 1.83 2.24 2.41 2.52 2.294.65 4.46 3.64 3.08 2.54 2.22 2.22 2.62 2.89 3.22 3.02 2.884.89 4.80 4.56 4.11 3.38 3.02 3.04 3.39 3.87 3.95 3.59 3.484.554.85 5.02 4.674.554.21 4.22 4.62 4.59 4.61 4.16 3.653.87 4.55 4.79 5.16 4.92 4.78 4.83 5.13 5.40 5.02 4.34 3.743.00 3.71 4.48 5.02 5.39 5.81 5.95 5.78 5.58 5.21 4.29 3.372.42 3.28 4.40 5.00 5.81 4.48 4.62 6.21 5.70 5.14 4.10 3.21DIFFERENT THAN SITE LIGHTING ASSOCIATED WITH THE STORE PARKING LOT.VERIFY AVAILABLE VOLTAGE PRIOR TO SHIPPING.NOTE: VOLTAGE FOR THE FUEL STATION SITE LIGHTING PACKAGE MAY BERELOCATE TWO (E) D TONEW LOCATIONS INDICATED.RECOMMEND ALLOWING MIN VALUESBELOW REQUIRED LEVELS AS-IS.CAN BE CORRECTED UNDER FUTURELED UPGRADE OF SITE LIGHTING.EFuel StationLimitedMain parkingFuel StationPHOTOMETRIC PLANITEM 4, ATTACHMENT 7 FORT COLLINS, COEXISTING HPS LUMINARIES ONLYUNVERIFIED MOUNTING HEIGHTSTARGET: 5.00 fc AVG 3.00 fc MIN FUEL STATIONEXISTING AND RELOCATED POLE LOCATIONSLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionArr. WattsArr. Lum.LumensBUG Rating24ASINGLE0.864CRUS-SC-LED-LW-CW MTD @ 15'87.910871B3-U0-G13(E) DBACK-BACK0.700(E) (2) 400S ON (E) POLE93659864B5-U0-G32(E) SSINGLE0.700(E) 400S ON (E) POLE46829932B5-U0-G3DIFFERENT THAN SITE LIGHTING ASSOCIATED WITH THE STORE PARKING LOT.VERIFY AVAILABLE VOLTAGE PRIOR TO SHIPPING.NOTE: VOLTAGE FOR THE FUEL STATION SITE LIGHTING PACKAGE MAY BERELOCATE TWO (E) D TONEW LOCATIONS INDICATED.EITEM 4, ATTACHMENT 7 May 20, 2021Clark MapesCity PlannerPlanning and Zoning CommissionSam’s Club Fuel Station#MJA200002 Context:HarmonyMarket Regional Shopping Center HarmonyCorridorZone District(HC) 4 Harmony Corridor Plan5 6 Main Driveway Context7 Character and Image8 Location – Outer Bay of Parking Lot Iterations 111 Remove Landscape Islands 122 Within the Parking Bay3 & 4 Flip to Enter From South 13 14 APULand Use Code Section 1.3.4 - Addition of Permitted UsesAllows for approval of a land use to be located on a specific parcel within a zone district that otherwise would not permit such a use…subject to a heightened level of review, with close attention being paid to compatibility and impact mitigation.City Council Approval.In conjunction with a development plan in the Urban Estate zone district, an application for addition of permitted use shall be determined by the City Council after a Planning and Zoning Board recommendation on the APU. The Planning and Zoning Commission shall remain the decision maker on the primary application.The Planning and Zoning Commission may recommend the APU to City Council if the Board specifically finds that such use: (1) conforms to eight listed criteria; (2) would not be detrimental to the public good; (3) would be in compliance compatibility standards. The Planning and Zoning Commission shall consider only the requirements set forth in this subsection in making a recommendation on the addition of permitted use15 APU16APU Eight Criteria Summary of Staff FindingsFits within existing framework of vehicular access and circulationFits with established design character17 Recommendation18 1 Katharine Claypool From:Clark Mapes Sent:Wednesday, May 12, 2021 3:25 PM To:Katharine Claypool Cc:Brandy Bethurem Harras Subject:FW: [EXTERNAL] Sam’s Club parking lot gas station is a bad idea Boardwalk and Harmony Categories:P&Z Just got this comment for the Sam's Club item.  Katie, I think you add these into the package?  And then I think I can  mention this at the worksession?  thanks  Clark Mapes  City of Fort Collins  Planning  970‐221‐6225  Tell us about our service, we want to know!  ‐‐‐‐‐Original Message‐‐‐‐‐  From: Susan Altenhofen <susanalt1@me.com>   Sent: Wednesday, May 12, 2021 3:13 PM  To: Clark Mapes <CMAPES@fcgov.com>  Subject: [EXTERNAL] Sam’s Club parking lot gas station is a bad idea Boardwalk and Harmony  Anyone familiar with the Boardwalk and Harmony traffic problems would not be in favor of adding a gas station at Sam’s  Club off of  Harmony and Boardwalk.  There are already two gas stations in proximity to that area, one across the street  and one at the other end of the Sam’s Club parking lot.  An additional gas station in that confined area will impact the  streets with more traffic and Boardwalk has already become one of Fort Collins most accident prone streets especially at  Harmony.  Sam’s club parking lot is too small for the addition; their parking lot is always full.  Traffic on Boardwalk  involves long traffic lines when exiting from Boardwalk onto Harmony and deadly accidents have occurred there.  You  will create a “Canes Chicken” parking lane in traffic where cars will be backed up on either Boardwalk or Harmony thus  losing a lane for moving traffic.  This is not acceptable.  It is dangerous to have cars waiting in traffic lanes to access  businesses, as with Canes Chicken on College Avenue, and with the crowding of businesses in Sam’s Club parking lot  with traffic already maxed out you have no business trying to drop another gas station into an already busily trafficked  street.  Reject this plan.  Adding a gas station will create more traffic and logjam the area; it is already dangerous to pull out of  Sam’s parking  lot onto Boardwalk and this will created backed up traffic.  Don’t just view an a map when considering  this dangerous proposal; drive that area regularly and see for yourself that adding and additional business, especially a  gas station where cars have to line up for a pump, is a very bad idea.  Susan Altenhofen  5620 Fossil Creek Parkway  Unit 3108  Fort Collins Co. 80525  1 Sam’s Club Fuel Station Planning & Zoning Board Hearing May 20, 2021 4700 Boardwalk Drive, Fort Collins, Colorado Presented by: CEI Engineering Associates, Inc. John DeGunya, P.E.Existing Site1 2 2Overall Site PlanSite Plan3 4 3Landscape PlanGrading Plan Basin B5 6 4Renderings Illustrations7 8 5IllustrationsQuestions from Planning & Zoning Workshop Canopy Dimensions: 41’-0” W x 87’-4” L Hours of Operation / Hours of Canopy Lighting: Mon-Sat 6am to 9pm / Sun 9am to 7pm. Canopy lighting will come on 10 minutes prior to opening and 10 minutes after closing. Will canopy lighting be flush lenses with recessed fixtures? Yes. Canopy lighting will be flush lenses with recessed fixtures. Illustrations of what the canopy looks like from Harmony and Boardwalk: Canopy is minimally visible from a single perspective off E. Harmony Road. Stormwater plan impacts and changes: Applicant has coordinated with City to enhance existing Storm Water Quality features in the shopping center to support the fuel station. Clutter around kiosk – Are there any items for sale?: No clutter around Kiosk. No items for sale except for fuel. Tanker Truck – Maneuver Diagram: Fuel truck is expected to enter the northern driveway off S. Boardwalk Drive and exist the truck route through commercial center. Is there tree protection? Yes. Prior to and during construction applicant will install barriers around existing trees in coordination with the City Forestry Department. 9 10 6 ANY QUESTIONS? THANK YOU 11 ATTACHMENT 4 Staff Presentation to the Planning and Zoning Commission May 20, 2021 May 20, 2021Clark MapesCity PlannerPlanning and Zoning CommissionSam’s Club Fuel Station#MJA200002 Context:HarmonyMarket Regional Shopping Center HarmonyCorridorZone District(HC) 4 Harmony Corridor Plan5Land Use Map 6RegionalShoppingCenterDefinition w/Standards Harmony Corridor Plan71991 Land Use Map Harmony Corridor Plan8Background History of Shopping Center Designations1994: Moratorium for 6 months to refine the plan with location, size, type, quantity, and design of retail commercial development.Advisory Committee Result: Shopping Center specific definitions, locations, and standards ProposedPlan Main Driveway Context13View from West Willox Lane with Site On Left/South Character and Image14View from West Willox Lane Just East of the Site Location15Outer Bay of the Existing Parking Lot Iterations 171 Remove Landscape Islands 182 Within the Parking Bay3 & 4 Reversed Flowto Enter From South3 ReversedFlow 19 20 APULand Use Code Section 1.3.4 - Addition of Permitted UsesAllows for approval of a land use to be located on a specific parcel within a zone district that otherwise would not permit such a use…subject to a heightened level of review, with close attention being paid to compatibility and impact mitigation.City Council Approval.In conjunction with a development plan in the Urban Estate zone district, an application for addition of permitted use shall be determined by the City Council after a Planning and Zoning Board recommendation on the APU. The Planning and Zoning Commission shall remain the decision maker on the primary application.The Planning and Zoning Commission may recommend the APU to City Council if the Board specifically finds that such use: (1) conforms to eight listed criteria; (2) would not be detrimental to the public good; (3) would be in compliance compatibility standards. The Planning and Zoning Commission shall consider only the requirements set forth in this subsection in making a recommendation on the addition of permitted use21 APU22(a) appropriate in the zone district to which it is added.(b) conforms to the basic characteristics of the zone district and the other permitted uses in the zone district to which it is added.(c) The location, size and design of such use is compatible with and has minimal negative impact on the use of nearby properties.(d) does not create any more offensive noise, vibration, dust, heat, smoke, odor, glare or other objectionable influences or any more traffic hazards, traffic generation or attraction, adverse environmental impacts, adverse impacts on public or quasi-public facilities, utilities or services, adverse effect on public health, safety, morals or aesthetics, or other adverse impacts of development, than the amount normally resulting from the other permitted uses listed in the zone district to which it is added.(e) will not change the predominant character of the surrounding area.(f) is compatible with the other listed permitted uses in the zone district to which it is added.(g) …two neighborhood meetings….N/AAPU Eight Criteria Summary of Staff FindingsFits within existing framework of vehicular access and circulationFits with established design character23 Recommendation24Staff recommends that the Commission approve the Major Amendment MJA#200002 and approve the Addition of a Permitted Use for the gasoline station. ATTACHMENT 5 Applicant Presentation to Planning and Zoning Commission May 20, 2021 Sam’s Club Fuel StationPlanning & Zoning Board HearingMay 20, 20214700 Boardwalk Drive, Fort Collins, ColoradoPresented by:CEI Engineering Associates, Inc.John DeGunya, P.E. Existing Site Overall Site Plan Site Plan Landscape Plan Grading Plan Basin B Renderings Illustrations Illustrations Questions from Planning & Zoning WorkshopCanopy Dimensions: 41’-0” W x 87’-4” LHours of Operation / Hours of Canopy Lighting: Mon-Sat 6am to 9pm / Sun 9am to 7pm. Canopy lighting will come on 10 minutes prior to opening and 10 minutes after closing.Will canopy lighting be flush lenses with recessed fixtures? Yes. Canopy lighting will be flush lenses with recessed fixtures.Illustrations of what the canopy looks like from Harmony and Boardwalk: Canopy is minimally visible from a single perspective off E. Harmony Road.Stormwater plan impacts and changes: Applicant has coordinated with City to enhance existing Storm Water Quality features in the shopping center to support the fuel station. Clutter around kiosk – Are there any items for sale?: No clutter around Kiosk. No items for sale except for fuel.Tanker Truck – Maneuver Diagram: Fuel truck is expected to enter the northern driveway off S. Boardwalk Drive and exist the truck route through commercial center.Is there tree protection? Yes. Prior to and during construction applicant will install barriers around existing trees in coordination with the City Forestry Department. ANY QUESTIONS?THANK YOU ATTACHMENT 6 Correspondence provided to Planning and Zoning Commission May 20, 2021 1 Katharine Claypool From:Clark Mapes Sent:Wednesday, May 19, 2021 4:53 PM To:Katharine Claypool Subject:FW: Sam's Club Fuel Station Message Attachments:Sam's Club Fuel Station MJA200002_PZ Notice_formatted2.docx Categories:P&Z Hi Katie, Here’s some communication from this afternoon, as followup to the worksession. From: Clark Mapes   Sent: Wednesday, May 19, 2021 4:51 PM  To: Justin Morrison <JustinM@mnpre.com>  Cc: Jeni Wright <JeniW@mnpre.com>; Brad March <bmarch@bmarchlaw.com>; Randy Morgan  <randy@outpostsunsport.com>; Mike Radcliff <mike.radcliff@efirstbank.com>; Tom Gesler <galtwho@outlook.com>;  DanKazmierczak <Dan.Kazmierczak@kohls.com>  Subject: RE: Sam's Club Fuel Station  Hello, and thanks for the reply.  I sent it to the Sam’s team, and also forwarded to Traffic staff who reviewed the TIS.  From: Justin Morrison <JustinM@mnpre.com>   Sent: Wednesday, May 19, 2021 2:59 PM  To: Clark Mapes <CMAPES@fcgov.com>  Cc: Jeni Wright <JeniW@mnpre.com>; Brad March <bmarch@bmarchlaw.com>; Randy Morgan  <randy@outpostsunsport.com>; Mike Radcliff <mike.radcliff@efirstbank.com>; Tom Gesler <galtwho@outlook.com>;  DanKazmierczak <Dan.Kazmierczak@kohls.com>  Subject: [EXTERNAL] RE: Sam's Club Fuel Station  Importance: High  Clark, Thank you for reaching out. Yes, the Harmony Market Owners Association’s Board and Members are extremely concerned with the following: 1.Stacking issues at the west entry into Boardwalk, which already occurs due to the right in into their parking lot off the Association’s common northern (east/west) road. 2.Stacking issues in the middle (east/west) common road. 3.Stacking issues at the north entry onto Harmony. 4.Wear and tear on the ALL common roads. 5.They’ve never contributed to any expenses related to the Association. 6.To date, they haven’t reached out to the Association nor have they responded to communication from the Association. 7. They must have Association’s approval prior to moving forward with this project. 2 I’m not able to attend, but we’ll have representatives attending the zoom meeting. With that said, feel free to call or email me prior to the meeting with any additional questions. Thank you.   From: Clark Mapes <CMAPES@fcgov.com>   Sent: Tuesday, May 18, 2021 2:04 PM  To: randy@outpostsunspost.com; Justin Morrison <JustinM@mnpre.com>  Subject: FW: Sam's Club Fuel Station    Hello,    Clark Mapes here, a City Planner working with a proposed Sam’s Club Fueling Station in the existing Sam’s parking  lot.  The proposal is going to a Planning and Zoning Commission hearing this Thursday evening.    I’m writing here because a member of the commission was interested in hearing whether other property owners or  businesses in the area, are aware or have thoughts about it.    You attended a neighborhood meeting about a year and a half ago, and I have the idea that you are familiar with the  shopping center association, or maybe have been or are the president of it…    in any case, If you have an interest or thoughts about this, please feel welcome to let me know within the next two days!    It is proposed in Sam’s bay of parking directly south of Outback – that’s the building on the right in the image below.    If you have an interest or thoughts about this, please feel welcome to let me know within the next two days!    THANK YOU    Clark Mapes City of Fort Collins Planning 970-221-6225 Tell us about our service, we want to know!      3   Clark Mapes City of Fort Collins Planning 970-221-6225 Tell us about our service, we want to know!    N O T I C E O F V I R T U A L P U B L I C H E A R I N G May 6, 2021 This letter is to inform you of a Planning and Zoning Board public hearing scheduled to consider a development project near property you own. The hearing will be held virtually through Zoom. Some basic information about the project is to the right and on the back of this letter. At the Planning and Zoning Board hearing, the Board will review and approve or deny the proposal. City Council has authorized the use of remote technology for select hearings. You can participate over the phone, on the internet, or through the Zoom app on a smartphone, iPad, or computer. Virtual participation information will be available at fcgov.com/developmentreview/proposals at least 48 hours in advance of the meeting. You do not need a paid Zoom account to participate. If you do not have access to the internet or need assistance, call 970-224-6076. You received this notice because records from the Larimer County Assessor’s Office indicate you own property near the proposed development site. Please feel free to notify neighbors of the public hearing so they can attend. If you own or manage an apartment building, please post this notice in a common area. Please contact me, or Alyssa Stephens at devreviewcomments@fcgov.com or 970-224-6076 if you are unable to attend the meeting or would like to provide comments in advance. Alyssa is available to assist residents who have questions about the review process and how to participate. We welcome and encourage your participation, as your input is an important part of the development review process. Sincerely, Clark Mapes | City Planner 970.221-6225 cmapes@fcgov.com HEARING DATE AND TIME Planning & Zoning Board Hearing: Thursday, May 20, 2021, 6:00 P.M. Virtual Meeting Virtual meeting information will be posted 48 hours prior to the meeting at fcgov.com/developmentreview/proposals. PROPOSAL NAME & LOCATION Sam’s Club Fuel Station, # MJA200002 Existing Sam’s Club parking lot near the southeast corner of Harmony Rd. and Boardwalk Dr. (location map on the back of this letter). Sign #526, Parcel # 9601117001. PROPOSAL INFORMATION ▪ This is a proposal to add a fueling facility into a section of the existing parking lot. ▪ The facility would include a canopy structure over six pumps (3 pump islands) and a pay kiosk. ▪ The site is in the Harmony Corridor (HC) Zone District within a Regional Shopping Center land use designation. HELPFUL RESOURCES ▪ Plans and Staff Report: fcgov.com/cityclerk/planning-zoning ▪ This letter is also available at: fcgov.com/developmentreview/proposals ▪ Information about the review process: fcgov.com/CitizenReview «Name» «Name2» «Address» «City», «State» «Zipcode» 100.803100.549110 The City of Fort Collins will make reasonable accommodations for access to City services, programs, and activities and will make special communication arrangements for persons with disabilities. Auxiliary aids and services are available for persons with disabilities. Contact Shar Manno, Manager, Customer Support, smanno@fcgov.com or 970-221-6767 (V/TDD: Dial 711 for Relay Colorado). Esta es una notificación sobre la reunión de su vecindario o sobre una audiencia pública sobre el desarrollo o proyecto en la propiedad cerca de donde usted es el dueño de propiedad. Si usted desea que esta notificación sea traducida al español sin costo alguno, favor enviar un correo electrónico en español a la siguiente dirección electrónica: translate@fcgov.com. Sam’s Club Fuel Station LOCATION MAP 1 Katharine Claypool From:Sharlene Manno Sent:Wednesday, May 19, 2021 5:34 PM To:Katharine Claypool Subject:Fwd: [EXTERNAL] RE: Planning and Zoning Commission meeting- May 20, 2021-Submission of Documents Attachments:Harmony Market Cover Page-.pdf; Harmony Market Covenant Provisions.pdf; Harmony Market Plats.pdf Categories:P&Z Sent from Workspace ONE Boxer   ‐‐‐‐‐‐‐‐‐‐ Forwarded message ‐‐‐‐‐‐‐‐‐‐   From: Jodi Morse <jodi@bmarchlaw.com>   Date: May 19, 2021 3:53 PM   Subject: [EXTERNAL] RE: Planning and Zoning Commission meeting‐ May 20, 2021‐Submission of Documents   To: Sharlene Manno <smanno@fcgov.com>   Cc: Brad March <bmarch@bmarchlaw.com>   MESSAGE:  Your instructions indicated that documents needed to be provided prior to the meeting scheduled May 20, 2021 at 6:00 p.m. Should you have any questions, or trouble opening the documents, please contact Mr. March at (970) 482-4322 ext: 12 or myself at (970) 482-4322 ext:11. Thank you.   Documents attached are regarding Harmony Market, Fort Collins.   Jodi Morse, Paralegal  March & Olive, LLC  1312 S. College Avenue  Fort Collins, Colorado 80524  Telephone: (970) 482-4322 ext: 11  Fax: (970) 482-5719  Website: marcholivelaw.com  CONFIDENTIALITY NOTICE:  This e-mail transmission and any accompanying documents contain information belonging to the sender which may be confidential and attorney-client or attorney-work-product privileged. This information is intended only for the use of the recipient named above and any other person who has been specifically authorized herein to receive it and the referenced legal privileges are not waived by virtue of the information having been sent by e- mail. If you are not the intended recipient, you are hereby notified that any use, disclosure, distribution, copying, or action taken in reliance upon the contents of the information contained in this e-mail is strictly prohibited. If you have received this e-mail in error, or if any problems occur with the transmission, please immediately notify the sender. Thank you.  ATTACHMENT 7 Residents who Testified at Hearing May 20, 2021 Residents who provided testimony at hearing:    Randy Morgan, owner of Outpost, Board Member of Harmony Market Association, they are concerned about the traffic, but is glad that Sam’s has reached out. Sam’s Club is not part of the Association and they do not choose to participate in any of the maintenance including the road. This is a real problem. Stacking and lack of communication with Sam’s are also a concern. randy@outpostsunsport.com Brad March, member of Association. The Association owns the roads, this issue is that the roads are paid for by all the other owners, this has a negative impact on the properties. Traffic is impact, it creates adverse environmental circumstances and has adverse effects on the owners. Sam’s does not pay to maintain the roads. bmarch@bmarchlaw.com Jack B, he wanted to hear more about the queuing. No last name, address or email             ATTACHMENT 8 Verbatim Transcript Planning and Zoning Commission Meeting May 20, 2021 CITY OF FORT COLLINS Planning and Zoning Commission Held May 20, 2021 Virtual Meeting Via Zoom In the Matter of: Sam’s Club Fuel Station Major Amendment and APU MJA#200002 Meeting Time: 6:00 PM, May 20, 2021 Commissioners Present: Staff Members Present: Michelle Haefele, Chair Clark Mapes Ted Shepard, Vice Chair Shar Manno Jeff Hansen Brad Yatabe Per Hogestad Katharine Claypool David Katz Jeff Schneider 2 CHAIR MICHELLE HAEFELE: Next item on our agenda is the Sam’s Club Fuel Station Major 1 Amendment and APU. And I think I forgot to ask before, but do we have any new information on this 2 item? 3 MS. SHAR MANNO: We do. We have received correspondence between planner Clark and 4 Justin Morrison with Mountain and Plains, Incorporated, regarding some concerns for Harmony Market 5 Owner’s Association board and members have with this project. Planner Clark included a copy of the 6 mailing that was sent detailing a notice of virtual public hearing. We have received an email from Jody 7 Morse regarding some included Harmony Market documents, a cover page, covenant provisions and plat 8 information, and that is it. 9 CHAIR HAEFELE: Okay, thank you. Does any COMMISSIONER have anything to disclose or 10 were you part of any ex parte communication? Okay, can we have a staff presentation on this item? 11 Thank you. 12 MR. CLARK MAPES: Good evening. Thank you. Clark Mapes, City Planner. This is a 13 proposed major amendment to the Harmony Market Shopping Center…actually it is a PUD, first 14 approved in the late 1980’s…to enable Sam’s membership warehouse retail to add their membership club 15 fueling into one of the bays of their parking lot. It’s got six islands, 12 pumps …let’s see if I can…yeah, 16 here we are at Harmony and Boardwalk. This is the Harmony Market Shopping Center here, this whole 17 thing. Actually, it was developed as a series of Planned Unit Developments, PUD’s, between the late 18 ‘80’s and about 1994. And you see some interesting juxtaposition of the history here. The location is 19 within the Harmony Corridor zone district, but the Harmony Corridor zone district is unique in the city in 20 that the permitted uses in the Harmony Corridor zone for retail and commercial uses are listed in a 21 separate document, this Harmony Corridor standards and guidelines document here. And…so the 22 Harmony Corridor zone lists the permitted uses as different kinds of shopping centers, and lists this 23 shopping center as a regional shopping center. So, that’s in the zone, and then these standards and 24 guidelines here define a regional shopping center, including permitted uses within the regional shopping 25 center. Here is a page from the Harmony Corridor Plan. This page is also in the Harmony Corridor 26 standards and guidelines document…same exact page. And you see, here we are, with the existing. And 27 when this designation was placed here, in 1994, this shopping center existed. The other ones did not; 28 these were all potential. But you see this one here is labeled as existing. 29 And when I say that the definition of the shopping center is what includes the permitted uses, this 30 is what I’m talking about. This is from the standards and guidelines. You see the description of the 31 permitted uses here, and this regional shopping center was envisioned to really emphasize retail, larger 32 retail…at the time, there was even discussion of high-quality retail, department stores. Back when this 33 was happening, in the early ‘90’s, there was conversation in this community about the kinds of 34 department stores that we had and did not have. I don’t even know what Dillard’s is, but there was 35 conversation in fact about how we didn’t have Dillard’s, and we’d like to have a place if Dillard’s wanted 36 to come here. And, you know, other things like that. There was conversation about people having to 37 drive to Park Meadows or Cherry Creek, et cetera, as part of this whole conversation where shopping 38 centers were first defined in the Harmony Corridor Plan. The original Harmony Corridor Plan was in 39 1991, and this is the land use map in that original plan, and it did not specify very well retail, commercial 40 use parameters. In fact, the only guiding policy in the plan was to have…to locate retail and commercial 41 development in compact shopping centers, that’s it. And then have shopping centers rather than isolated, 42 individual uses…in 1991. In the years immediately following, there’s a lot of pressure in this Harmony 43 Corridor from retail and commercial developers, some interesting history. There was conversation 44 about…Super Wal-Mart and Super K-Mart coming out here and sort of doing battle…you know, both 45 3 trying to open a store and compete with each other, and you know, that sort of thing along this major 1 entryway corridor. It’s the kind of thing that even got City Council’s attention. By the way, this slide 2 here was not in the work session presentation. I’ve added it since the work session after a question about 3 a little more background on the Harmony Corridor Plan from the work session. 1994…I mentioned that 4 the Harmony Corridor Plan had an update…it was done during a moratorium…six month moratorium 5 with a citizen advisory committee…that process defined the different types of shopping centers, showed 6 specific locations, and set the standards for them, with permitted uses being one of those kinds of 7 standards. So that was what I added for a little more background on the Harmony Corridor Plan. I’ll 8 leave it at that. 9 There was also a request for some views of the site, and specifically to have the architect, the 10 team architect, possibly create some views, or simulations, or renderings. I did pass that forward, and I 11 don’t know if the applicants did those…did some kind of renderings or not, but I just want to quickly 12 show that from Harmony, it’s back in behind Outback Steakhouse parking and the drive, the loop drive in 13 the center. So, pretty well back and pretty well hidden from Harmony. Zooming in, you can see the 14 station would be back in here about where you see this shopping cart shelter, and then also from 15 Boardwalk Drive, it would not even be visible. But that was one of the questions from the work 16 session…it’s back in there…a couple of multiple bays of parking set back with strips of landscaping in 17 between and so forth. With that, I’ll stop and see what the applicants would like to present on this, and 18 we can come back if it’s helpful. Thanks. 19 CHAIR HAEFELE: Thanks Clark. Yes, so now can we have a presentation from the applicant, 20 and can you make your case in 30 minutes or less? 21 MR. JOHN DEGUNYA: Yeah, hi, good evening Commissioner and COMMISSIONERs. Can 22 everyone hear me? 23 CHAIR HAEFELE: Yes, thank you. 24 MR. DEGUNYA: Okay. I do have a presentation. We did send that to the clerk yesterday. Are 25 we using the clerk’s version of the presentation, or should I share my screen and we can use mine? 26 MS. KATHARINE CLAYPOOL: Whatever you prefer John. 27 MR. DEGUNYA: Okay, we can share my screen. Let me…and this will be less than 30 minutes; 28 it should only be about five to ten minutes; I’ve just got eleven slides. Can everyone see that…oh, sorry, 29 wrong one. That’s not my presentation screen, sorry everyone. Okay, can everyone see my presentation? 30 You can? Okay…I can’t hear everyone…oh, I’m sorry, everyone is muted. Okay, I’ll just go ahead and 31 start. Again, good evening everyone. My name is John DeGunya; I’m a civil engineer with CEI 32 Engineering, and I’m presenting on behalf of our client and the project applicant, Sam’s Club. 33 This is our existing site. We started working with the City staff in June 2019. We had our 34 neighborhood meeting in December 2019, and then we started our plan development process with the 35 City in 2020, and we were able to resolve all the staff comments in April 2021, that was just last month, 36 and so we’ve been working with the City staff for quite some time now for our project. And here you can 37 see for the existing site, is a Sam’s Club shopping center parking lot, and then here are our perspectives 38 working our way around from the top to the side, and then also from the back of the area in question. 39 And on this next slide is a more detailed overview of our site plan. You can see that we’re in the 40 northeast corner of the Sam’s Club parcel. We’re proposing a six-stack fueling station with a kiosk. The 41 amount of site disturbance area is approximately 19,512 square feet, which is a little less than a half an 42 4 acre. We’re proposing to add 358 square feet of landscaping to the site area. The total Sam’s Club parcel 1 is 11.94 acres, and our parking after fuel station development will be a 3.71 ratio, and the fuel delivery 2 route…that was a question from our work session meeting with the Commissioners…would be off of 3 South Boardwalk, and then to our fueling station, and then exiting here at Oakridge Drive. 4 The next…is a more detail location of our site. You can see the orientation of our fuel canopy, 5 and in this area, we had worked with our traffic engineer consultant and also City Engineering staff 6 regarding circulation and vehicle stacking for the fuel station. Our proposed layout can stack up to 30 7 vehicles in the fuel service area with a stacking depth of five vehicles per fuel pump. And also, our 8 customer traffic will be only Sam’s Club members with the goal of enhancing the Club experience for 9 those members during their shopping. 10 Next slide is our landscape plan. After our neighborhood meeting, the City prepared a tree 11 inventory in our area of work in December 2019. We worked extensively with City staff on how we can 12 come up with a plan to not remove any trees in the area with the fuel station, and that’s how we ended up 13 at this location…it was an area that would be able to fit our Sam’s Club six-stack fuel station and be able 14 to have appropriate circulation. We are proposing to add eight trees to the existing project site into our 15 landscape plan, and we’ve also coordinated extensively with the City regarding aligning our proposed 16 utilities around existing trees in order to minimize any tree disturbance. We also coordinated with the 17 City Forestry Department throughout this project and if we are so fortunate enough to be able to get to the 18 stage of actually building this project, we are committed to installing root barriers around the existing 19 trees for protection during construction and while in operation with the fueling station. 20 And this plan here is the pond that is behind our store, and this is for storm drainage. That was 21 another question during our workshop [sic] last week…I wanted to communicate here that we are 22 working with the City to modify this existing pond area in the back, it’s known as pond B, with water 23 quality features. We’re also proposing to install an outfall structure, that’s right here, and also some 24 minor contouring here in the back in this pond area to bring the existing pond up to current water quality 25 standards. 26 And this next slide is our canopy and kiosk renderings. There was questions regarding the 27 dimensions…our dimensions are 41 feet in width by 87 feet and 4 inches in length. There’s questions 28 regarding our hours of operations…those will be Monday through Saturday from six AM to nine PM, and 29 Sunday from nine AM to seven PM. 30 Regarding our lighting, our canopy lighting will turn on ten minutes prior to opening, and then 31 turn off ten minutes after closing. The lighting will be flush lenses with recessed fixtures. And regarding 32 sales at the kiosk, it is going to be only fuel…nothing else will be sold there except for fuel. 33 And then one of Clark’s mentions earlier was regarding line-of-sight study and illustrations. We 34 had our architectural team look at six viewpoints, A, B, C, D, E and F along the perimeter of the store, 35 and you can see them labeled here as the points of analysis. The results, as Clark also mentioned, was 36 that there is very minimal visibility off the street, and there’s just a small portion that’s off of viewpoint E 37 that you can see a very small section of this canopy right here, and I will show you in the next slide. And 38 here are those viewpoints, for each of them, as you can see, you don’t see any fuel station…it’s in the 39 model, but there’s no fuel station at A, B, C, D…you can see here on E, there’s going to be a little bit 40 there off of the corridor, it’s right there in blue, hopefully everyone can see that…but there is going to be 41 a little bit of canopy visibility, but very, very minor, and it’s in the same location that Clark had 42 mentioned in his presentation. And then once you pass that and you go to F, you won’t be able to see it 43 anymore. 44 5 And this is just a summary of the questions and answers regarding our workshop [sic] from our 1 last meeting on Friday, and it’s similar to what I just prepared during our presentation. And that’s all I 2 have. Thank you. And I want to say, if there’s any questions, we do have our team that’s available, we 3 have our clients available from Sam’s Club. Our traffic engineer is also on the call if there’s any specific 4 questions regarding traffic for the applicant. Our architect is available if there are any questions regarding 5 the fueling, the building, information, and I’m available as well being the civil engineer for the project, 6 and also our project manager. Thank you very much; I appreciate everyone’s time. And how do I exit 7 from this…thank you…should I exit from this? 8 CHAIR HAEFELE: Maybe stay in case we have follow-up questions. 9 MR. DEGUNYA: Okay. 10 CHAIR HAEFELE: So, can we have an analysis from staff, Clark? 11 MR. MAPES: Yes…share this…I’ll run through, quickly, some of the main points, you know, 12 from the work session. I think the applicant’s team mentioned, in response to the question about 13 trees…this is the landscape plan a little bit zoomed in. There are new landscaped islands and peninsulas 14 with additional trees for defining circulation…this is south of the kiosk, but there are actually additional 15 trees. I presented at the hearing…or at the work session…the context of the existing location, and its this 16 bay of parking here. We talked at the work session about character and image of this needing to be 17 compatible and complimentary to existing Sam’s Club, and we looked at the materials and colors on 18 Sam’s, and also these cart shelters kind of provide some character and scale in the parking lot. Another 19 view of the particular bay of parking where this station would go. 20 I mentioned at the work session there have been several iterations, starting with a very first one 21 based on just the truck circulation that was going to actually remove some existing landscape islands. I 22 don’t need to get into the iterations, but just to simply point out that there have been several where 23 different options were considered, including options which would reverse the flow so that vehicles would 24 enter from the south, more from within Sam’s parking lot rather than from this northern loop road that 25 runs through the center…that was some of the iterations, and then finally ended up with the plan that I 26 just showed you on the landscape plan. Likewise, the iterations in the architecture went from the initial 27 prototype that really, I think Sam’s Club just put in here…put into the conceptual plans just because it’s 28 something they had, but from the start they were very much on board with having their architect pick up 29 on compatibility with the center, and this is what they’re proposing at this point. 30 This requires addition of permitted uses because, again, the use gasoline stations is not listed in 31 the definition of regional shopping centers, so it’s a special process that allows an applicant to propose a 32 use that’s not listed. It’s subject to a heightened level of review…you see here, close attention paid to 33 compatibility and mitigating impacts. In this case, the P&Z Board…Planning and Zoning 34 Commission…is the decision maker. In some other residential zoning districts, the Planning and Zoning 35 Board [sic] makes a recommendation to City Council for addition of permitted uses, or APUs, but in this 36 zoning district, that does not apply, but there was a question about that at the work session, and that’s why 37 the Commission is the decision-maker on this APU. 38 The standards for it…list eight criteria that are explained in the staff report, having to do with 39 compatibility and impacts, mitigating impacts, eight things listed there. One of those requirements…City 40 Council requirement that doesn’t pertain…okay…staff findings are a little more detailed that this in the 41 staff report, but these were the main findings of staff, and also part of our review of this early on was 42 determining the appropriate process, whether this could be considered as an accessory use to Sam ’s, as 43 6 the membership club, you know, something normally and customarily associated with that particular use. 1 We also looked back and considered the fact that this shopping center already has some vehicle…it’s got 2 a gas station, it’s got a carwash, it’s got a lube shop…and so it’s not the idealized version of a regional 3 shopping center as was envisioned back when the shopping center designation was first created, and then 4 in fact actually was retroactively applied to this center as I said. So, that was all part of the consideration. 5 We can talk more about that if you would like. I’ll leave it at that for questions. 6 CHAIR HAEFELE: Thanks Clark. Okay…Jeff Hansen? 7 COMMISSIONER JEFF HANSEN: I have a question for Clark. In regards to the APU portion 8 of this, you mentioned that the fuel station is not mentioned as an allowable use. Often zone districts will 9 list prohibited uses…does a fuel station happen to be in that list or not? 10 MR. MAPES: No. 11 COMMISSIONER HANSEN: So it’s not mentioned at all either way. 12 MR. MAPES: That’s right. One thing…to explain just a little bit. There are four kinds of 13 shopping centers allowed in the Harmony Corridor, and they start at the smaller scale, the neighborhood 14 service center, and actually the convenience shopping center. Those smaller neighborhood-oriented 15 centers list gasoline station. And then the next center up, community shopping center, lists uses in the 16 neighborhood service center plus department stores. And then you come to this one, and there’s no 17 mention of gasoline stations, so it’s even not a…there’s certainly not a direct prohibition, and you’ve got 18 to kind of read the way that all of the centers are defined to notice gasoline stations are listed in a couple 19 of them and they’re not listed here. Thanks. 20 COMMISSIONER HANSEN: Thank you Clark. 21 CHAIR HAEFELE: Thanks. David? 22 COMMISSIONER DAVID KATZ: My question is also for you, Clark. For the APU eight 23 criteria, through your analysis, could you just kind of tell me how you got comfortable with D, the longer 24 one. 25 MR. MAPES: Yes, it’s already a parking lot for a large retail establishment, and I don’t know 26 how busy the whole parking lot is…there’s a lot of parking there. It may be that this is kind of an outer 27 bay and that this particular bay of parking currently doesn’t have as much traffic and so forth, but you 28 know, certainly doesn’t have as much as will be generated by the proposed use if it’s successful. But, I 29 just looked at the fact that it’s a vehicle use area now, and the fuel station will be a vehicular use area, and 30 just noise, vibration, dust…I didn’t see any of that. Traffic generation…the TIS, the Traffic Impact Study 31 did a pretty detailed analysis, included a queuing analysis and found that this doesn’t create any new 32 impacts that would need to even be mitigated, and that it could be accommodated in the existing 33 circulation system. The shopping center is set up for high retail traffic, probably from a retail perspective, 34 would like to have…be able to accommodate a whole lot of traffic. No environmental impacts , no effect 35 on health, safety, or morals. I was looking at replacing a parking lot with this, with a few new trees, in an 36 area that’s not very visible, with the traffic impacts contained within a private, internal shopping center 37 parking lot, and with a traffic study that found that it was acceptable. 38 COMMISSIONER KATZ: That helps; thanks Clark. 39 MR. MAPES: Thank you. 40 7 CHAIR HAEFELE: Ted, you have a question? 1 COMMISSIONER SHEPARD: Thank you Madam Chair. My question is for John. John, you 2 mentioned in your presentation that there will be some upgrades pond B, and including some outfall 3 structure work. My question is, will any of that work involve removal of any existing trees and shrubs. 4 MR. DEGUNYA: Thank you, Mr. Commissioner, for your question. The answer is no, it won’t 5 remove any of the existing trees or shrubs. 6 COMMISSIONER SHEPARD: Thank you. A lot of those trees were planted for buffering back 7 when it was Pace Warehouse coming through the review process, so thank you for that. And one more 8 question for John, just want to clarify…you had mentioned that there will be eight new trees, and then I 9 think you said 350 square feet of additional landscaping. Is most of that on the south side of the canopy? 10 MR. DEGUNYA: Yes, they are on the south side of the canopy…all eight of the new trees are on 11 the south side of the canopy. 12 COMMISSIONER SHEPARD: Okay, thank you. 13 CHAIR HAEFELE: Thanks Ted. Per? 14 COMMISSIONER PER HOGESTAD: I think we already heard about the lighting, but I’d like to 15 hear that one more time. The operation is…to nine o’clock at night…and what lighting is on after nine 16 o’clock at night? I suppose the applicant could probably answer that. 17 MR. MAPES: This would be for the applicant team…do you have…I think there are a couple of 18 pole lights, just a couple, on the plans…but can you…? 19 MR. DEGUNYA: Yes, I had spoke just to the canopy lights themselves. The pole lights do have 20 security purposes overall for the entire site, and there are a couple of lights that are already in the area that 21 are going to remain at their current location. And so… 22 COMMISSIONER HOGESTAD: But, you’re adding some new lights? 23 MR. DEGUNYA: No. we’re not adding new lights to the project…it’s just the canopy. The only 24 new lighting would be the canopy under lights that were within the time schedules that I mentioned 25 during the presentation. 26 COMMISSIONER HOGESTAD: They’re off at nine o’clock at night then? 27 MS. CHELSEA PENN: Yes, this is Chelsea; I work for Sam’s Club…that’s correct. We usually 28 program them to come on ten minutes prior to open and ten minutes after we close, so, yes. 29 COMMISSIONER HOGESTAD: Thank you. 30 MR. MAPES: So, I apologize…I confused that answer Commissioner Hogestad. I thought there 31 were a couple of pole lights in the plans, but the only lighting is under the canopy, then so much the 32 better. That’s great. And there are existing parking lot lights in the parking lot, so, thank you. 33 CHAIR HAEFELE: Thanks. Ted? 34 COMMISSIONER SHEPARD: Thank you. Another question for John. In one of your slides, 35 you had indicated that you answered all of the questions that you heard at the work session, and I was 36 8 speed reading it and listening to you at the same time, and I didn’t finish. Could you bring that slide back 1 up? 2 MR. DEGUNYA: I sure can. Let me get to it here. Can everyone see that? 3 MR. MAPES: Yeah. 4 COMMISSIONER SHEPARD: Yeah, I got as far as ‘clutter around the kiosk,’ so now I’m 5 reading about the tanker truck and tree protection…okay, thank you. And while I have your presentation 6 up, if I may, could you go to the slide that indicates the viewpoints A through F? Thank you for 7 preparing this slide. Could you tell me a little bit about what’s happening on viewpoint E? And that is 8 the landscape median along Harmony Road. Could you tell me who owns that? 9 MR. DEGUNYA: Who owns the median? 10 COMMISSIONER SHEPARD: The landscaping that’s shown there in the foreground of 11 viewpoint E. Yeah, that’s not a median…if I said median, I misspoke. 12 MR. DEGUNYA: Would it be the area there…what appears to be on the other side of the 13 sidewalk? 14 COMMISSIONER SHEPARD: No, it’s between the edge of the shoulder and the beginning of 15 the parking lot at the Outback Steakhouse, and it includes the sidewalk. 16 MR. DEGUNYA: I would have to look at that…let me go back to one of my site plans…oh… 17 MS. PENN: I think it’s the Harmony Market Owner’s Association…I’m looking on the County 18 GIS. 19 MR. MAPES: I agree. 20 COMMISSIONER SHEPARD: Okay, thank you. 21 MR. MAPES: It would be the Association. 22 COMMISSIONER SHEPARD: Thank you, that answers it, thank you. 23 MR. MAPES: Ted, if I can chime in just one little bit…on those two viewpoints, you’ll notice 24 that they’re in the eastbound lane looking back apparently over the shoulder, and I did the same thing 25 with Google Earth…that’s just where Google Earth has their views. But, even in those views …those 26 views are taken from a lane where a passenger in a vehicle, I guess maybe a pedestrian on the sidewalk 27 would also get these views, but just note that those are views that, from where they’re shown, no one 28 would ever see unless they’re looking back over their shoulder while moving on Harmony Road. 29 COMMISSIONER SHEPARD: That’s all I had, thank you. 30 MR. DEGUNYA: Okay. 31 CHAIR HAEFELE: Thanks. Ted, are you sufficiently answered? 32 COMMISSIONER SHEPARD: Yes, I forgot to lower my hand…yes, I am sufficiently answered, 33 thank you. 34 CHAIR HAEFELE: Okay, and Per, you have additional questions? 35 9 COMMISSIONER HOGESTAD: Yeah, I do…I’m still confused that…you know, I know there’s 1 some really nice mature plantings along Harmony…but this is a four-story…over a four-story 2 building…the canopy itself. I’m surprised that you would not be able to see that any better than that. Can 3 we see the view…I don’t know, what was that, F, or whichever one was where you actually did see it? 4 Are these…how were these generated? 5 MR. DEGUNYA: Let me share my screen again. There we go, can everyone see that again? 6 COMMISSIONER HOGESTAD: Oh, I guess it was…E. 7 MR. DEGUNYA: Yes, on E. Our architectural team prepared these perspectives on the line of 8 sight study, and it’s my understanding they used the building block for the height of the canopy, so this is 9 to scale here of where the canopy elevation would be as it’s appropriately scaled perspective at this 10 location. 11 COMMISSIONER HOGESTAD: So that’s where you would see 87 feet of height in the canopy, 12 is that right? 13 MR. DEGUNYA: No, it’s not 87 feet in height, no, that was the length of the canopy. 14 COMMISSIONER HOGESTAD: Okay, I’m sorry, so the height of the canopy…I know it was on 15 the targets there, but can you tell me what they were? It’s on the elevation targets. 16 MR. DEGUNYA: Yes, let me get to the elevation target…here we go. So, seventeen one… 17 COMMISSIONER HOGESTAD: That’s why I’m confused…I was…yeah, so it’s only…less 18 than twenty feet…well, to the ridge, probably over twenty. Alright, now I understand the perspectives. 19 Thank you; I appreciate it. 20 MR. DEGUNYA: You’re welcome. 21 CHAIR HAEFELE: Okay, thanks Per. Ted, do you have additional clarifying questions? 22 COMMISSIONER SHEPARD: I do not. 23 CHAIR HAEFELE: Oh, okay. Jeff, you have a question? 24 COMMISSIONER HANSEN: Yeah, I have one…it’s a clarifying question; I’m 95 percent sure I 25 know the answer. In the additional material we received this afternoon before the hearing, there was 26 comments about the owners…the Harmony Market Owner’s Association, and the protected covenants 27 and conditions and what not. My understanding is that does not fall under the purview of the Planning 28 and Zoning Commission at all, and that if there’s any reviews, that’s a whole other layer that we shouldn’t 29 be considering tonight. Is that correct? Maybe that’s…either Clark or for Brad. 30 MR. MAPES: I think it’s…okay…maybe both staff and maybe applicant team…but it’s true, and 31 I didn’t want to let this go without acknowledging that we did receive the comments about…and concerns 32 about traffic impacts, stacking out, and adding to congestion in the shopping center generally. But, if you 33 really wanted to get into it, I do believe their traffic engineer is here, but staff did find that it is internal, it 34 is a private matter, and that the traffic and queueing appears to be able to be 35 accommodated…understanding that there may be peak times, or if its really successful, you know, there’s 36 room for stacking. What I think I heard…the 12 pumps times four or five cars deep…anyway…just 37 multiple tens or dozens of stacking permitted, so…we got those comments and concerns…some of them 38 did involve the relationship between Sam’s and the shopping center association, but it really wasn’t 39 10 something that staff was going to use in an evaluation or recommendations on the project. If you would 1 like, the applicants could probably answer some of those points that were forwarded to you. 2 COMMISSIONER HANSEN: No…my main…since its in the record now, I wanted to kind of 3 establish that anything contained in those covenants and restrictions are not something for us to 4 consider…that’s for a separate entity to consider. That is correct, right? 5 MR. MAPES: Yeah, yes. 6 MR. BRAD YATABE: And I think that that is generally true at matters of private contracting, 7 covenants, restrictions, along those lines, between private parties, we’re generally not involved in, or the 8 Planning and Zoning Commission is not involved in sort of refereeing or determining who has precedent 9 in terms of rights or what may interfere with another party’s rights. I do think, generally, you do have the 10 ability to assess the impacts of development on surrounding properties, and that that is essentially what 11 you do all the time in terms of compatibility issues. But, I agree as to trying to referee or field some kind 12 of complaint that there’s a violation of a prior covenant or contract, that that is not the role of the 13 Commission. 14 MR. MAPES: I would add one thing that the comments and concerns that were forwarded to us 15 didn’t really directly address any…didn’t, you know, accuse there being any violation of CCR’s…they 16 were more general about concerns about traffic and stacking and queuing, but… 17 MS. PENN: This is Chelsea at Sam’s…we’ve had conversations with the district and we plan on 18 working with them, so I generally agree with Clark and Brad. 19 CHAIR HAEFELE: Okay, thanks. So if there are no further clarifying questions from the 20 Commission members, I’d like to open it up for citizen participation at this time. If you would like to 21 speak, raise your virtual hand or dial star nine and the moderator will open your link for participation. 22 How many people would like to address the commission? 23 MS. CLAYPOOL: There are currently two hands raised. 24 CHAIR HAEFELE: Thank you. So, as you approach the virtual podium, I would like you to just 25 state your name and general address for the record. You’ll have three minutes. We’d like you to direct 26 your comments to the Commission. We will make sure that either staff or the applicant addresses each 27 question. 28 MS. CLAYPOOL: The first speaker will be Randy Morgan. 29 CHAIR HAEFELE: Thank you. 30 MR. RANDY MORGAN: Hello, this is Randy Morgan. I am a property owner and own Outpost 31 Sunsport at 931 East Harmony, and have been an owner there since the center was developed when Pace 32 was there. We…and I’m also on the board of the Harmony Market Association, and have been for about 33 26 years, and we’ve been very concerned about the traffic more than anything in this center. And I’m 34 glad to hear that Chelsea from Sam’s has said that she’s reached out to the association because we haven’t 35 heard from anybody at Sam’s for the last two years as we’ve tried to reach out to the them to try and 36 resolve some of these situations. Sam’s Club, also, you may not know, is not part of our Association 37 because they were opted out when it was Pace, and the problem with that is they don’t choose to 38 participate in any of the maintenance in the center, including the road that accesses there where they want 39 to drive tanker trucks through to fill their fuel station, and that’s a real problem for all of us that are 40 owners there. We’re looking at upwards of a million dollars to rebuild that road right now, of which 41 11 Sam’s owns a part of the road, but they have decided, or not participated in maintaining that road. So 1 those are the concerns we have, and the idea of stacking as all of you I’m sure are well aware if you drive 2 down College Avenue and stop by Raising Cane’s or Starbucks or Chick-fil-A at Horsetooth and College, 3 there are huge problems with the amount of traffic that will be developed by having people stacking 4 trying to get in, and you’ll have potentially cars backed up to where they’re on Boardwalk potentially 5 even blocking Harmony Road, and it’s a real concern of ours that you’ll not be able to even ingress or 6 egress the center from a couple of different directions. So, we are very concerned about that, and not 7 having had any communication from Sam’s, it’s been very difficult for us to work with them to make any 8 progress on this. And that’s all I have, thank you. 9 MS. CLAYPOOL: Our next speaker will be Brad March. 10 CHAIR HAEFELE: Thank you. 11 MR. BRAD MARCH: Thank you very much, and thank you members of the Commission. My 12 name is Brad March; I am also…represent a property owner in the Association, I’m on the board. To 13 elaborated on Mr….on Randy’s concerns, the issue we have, and I don’t think this is a covenant matter. 14 The association owns the roads…we’re not asserting a violation of the covenants. The issue, as Mr. 15 Morgan pointed out, is that the roads are paid for by all the other owners. That has an impact that is a 16 negative impact on the use of nearby properties under subsection C of section 3.5.1(C), it also has impacts 17 throughout on subsection D, it impacts traffic generation, it impacts…it creates adverse environmental 18 circumstances, it deals with quasi-public facilities, that is the homeowner’s association roads that are 19 available to the public but the homeowner’s association has to pay for, and it also has adverse effects on 20 all these owners. As Mr. Morgan pointed out, the issue that we get is these other owners, which include 21 Mr. Morgan as a property owner, but in our case with the Steele’s building, it includes all the tenants 22 within the Steele’s building that…leases…and they’re paying to maintain this road that Sam’s does not 23 maintain. If you look at the packet, and if somebody could go to page ten…or I’m sorry, page twelve I 24 think of the supplemental packet, if you could show that on the screen. 25 MR. MAPES: Katie, is that you? 26 MS. CLAYPOOL: Yeah, give me one second to pull it up. 27 MR. MAPES: Just making sure. 28 MR. MARCH: I’m trying to talk fast, don’t use up all my three minutes. 29 CHAIR HAEFELE: We can pause your three minutes while we pull it up. 30 MR. MARCH: Thank you so very much. This is a bit complicated. If you look at this and north 31 is…Harmony is to your left…I don’t think we can rotate it, but if you look at this, the areas that are 32 shaded are drive lanes and common areas. If you look at the map which was referred to as the main drive 33 lane, Sam’s owns a portion, not the entirety…I don’t even think it’s to the center line…they own a 34 portion of the roadway that accesses off of Boardwalk. If I could point at it I would do it, but it is 35 the…that portion of the road, it’s their obligation to maintain. It’s the Association’s obligation to 36 maintain the other half of the road, and that traffic, particularly the semis which are going to be 37 devastating…these roads were not designed for semi traffic. If you come back and you look at the way 38 this center was designed, semis and large transport type vehicles access at the rear of the building off 39 Oakridge…this center was built such that they have concrete drives in the rear as opposed to asphalt 40 drives in the front. As Mr. Morgan pointed out, the Association is currently facing a quarter of a million 41 dollar bill to deal with just that entry roadway off of Boardwalk. And most of that, as Justin pointed ou t 42 12 in what he sent…Justin Morrison is the property manager for the last fifteen years…if you look at his 1 materials at page four and five of the packet, he specifically points out that this has not been…the Sam’s 2 people have been unwilling to maintain the Boardwalk entrance, and the Association has liability if 3 something happens in that entrance. If you look at it, it’s had cold patch put in in recently, it’s going to 4 have to be redone and it’s burdening all these other users. If you could go to page 119 of the packet real 5 quickly. 6 MS. CLAYPOOL: Give me one second, I’ve got to pull it up. 7 MR. MARCH: I’m sorry. I think I can probably just chat you through it a little bit. As was noted 8 in the P and Z questions, what’s intended from that map we had is that traffic that is going to come 9 back…come through for transport traffic…the wrong page, I’m sorry, I thought it was 119 if you could 10 bear with me. I have it as a diagram, it’s figure seven in the traffic report, and I have it as package page 11 119 in the materials I received and printed off. There it is. If you look at that, of the traffic that’s coming 12 in, 35% of it is coming off driveway one. Driveway one is that Boardwalk driveway. That driveway is 13 half maintained by Sam’s. Sam’s also maintains driveway two. The remainder of those driveways are all 14 maintained by the Association, and this project burdens this Association. This was again not designed for 15 truck traffic. If you look at item 119 in your packet, and I won’t have you pull it up because I know I’m 16 pushing on my time, but if you look at page 119, the result…what you see is the traffic that is coming 17 with these semis. It’s coming in front of Kohl’s, which is a homeowner’s [sic] association…totally a 18 homeowner’s [sic] association road, and coming out on Oakridge, also a homeowner’s [sic] 19 association…or a property owner’s association-maintained road. These other owners are all going to 20 have to pay for the maintenance of these roadways. The effect of this is that there is an incredible impact 21 on the neighboring property owners, on the way…there’s a negative impact on the center, there’s a 22 negative impact on these quasi-public facilities that is not being handled by Sam’s, and putting this 23 facility right there in the corner is going to ensure that all these roads are going to be used by the Sam’s 24 customers without the Sam’s ever having to pay for it and these other owners absorbing the burden. I 25 included within the supplemental packet the covenant provisions that show that Sam’s is not responsible 26 for the cost associated with these roads. If there’s any questions, I’d be happy to answer them. I’m sorry 27 I went over my time. 28 MS. CLAYPOOL: There is one final speaker and that will be Jack Bee. 29 CHAIR HAEFELE: Okay, thank you. Whenever you’re ready. 30 MR. JACK BEE: Ah, thank you. I saw the unmute button; it’s different than work. I just wanted 31 to hear again the queue. I know a competitor, Costco, on the east side of I-25 off of Harmony can 32 develop…like, they have many more lanes than what’s proposed here, and it’s a very…you know, I’ve 33 seen five, six deep queues of cars across, I don’t know, maybe eight different lanes, like a significant 34 queue. I heard somebody at the very end talk about the queue, but I’ve heard like maybe three or four 35 deep. Do we really think that’s adequate based on what is seen out at Costco on a regular basis? Thanks. 36 CHAIR HAEFELE: Thank you. Are there any other members of the public who would like to 37 speak? This right now will be your only opportunity. 38 MS. CLAYPOOL: At this time, there are no additional hands raised. 39 CHAIR HAEFELE: Okay, thank you, alright. So, if there are further questions…well, let’s see, I 40 guess we want to have staff and/or the applicant address any of the comments that were brought up by the 41 public. What I see as the issues are maintaining the roads and the traffic or stacking onto…into the 42 13 entrances and exits of the shopping center. Any other Commission members had other things that they 1 noted? 2 MR. DEGUNYA: Good evening Commissioner, this is John with CEI Engineering. I could 3 answer two of the questions, the one related to the truck route and also the one related to queueing. We 4 do have…currently show the truck route going in front of the Kohl’s; however, we have an option to be 5 able to take our truck route for just our own parcel, through the Sam’s Club parcel. It…we can work that 6 out during design of the project because it would require us to do a little bit more curbing modification for 7 us to take the loop around through our parcel, but that’s something that I can work with our client on if we 8 can’t work out a deal to be able to go in front of some of the other parcels. 9 And then the second one regarding the queueing, we have currently on our site plan enough to 10 stack five vehicles, and that still allows a 25-foot driveway behind the vehicles within the fueling area. 11 So that’s not completely maxed…it allows you to stack five deep for all six…well twelve fuel positions, 12 but six by six, so that’s the equivalent of 30 vehicles, still with a 25-foot driveway off of the main 13 driveway, so that still allows vehicles to move interior within that fuel space and still fit 30 cars with a 14 stack of, like I said, five deep. So those are the two responses that I have. 15 CHAIR HAEFELE: Thank you. 16 MS. PENN: This is Chelsea at Sam’s; I just wanted to say thank you to Brad and Randy for your 17 comments. I know earlier I mentioned that we had spoke to the Association; it was about a year ago 18 when we were getting closer to going to Clark and back to the Board…or the staff. And at that time, I 19 believe it’s probably the broker for the Association…I have some emails on it; I’m not going to say 20 names, but they mentioned that we would come back to the Association after we submitted to the Board 21 and the P and Z, so we weren’t planning on doing this without being a good neighbor, so I just wanted to 22 make sure that you understood that we want to be good neighbors, we want to be good neighbors at all of 23 our shopping centers. Over 85% of our fleet has fuel stations and we’ve had to deal with adjacent 24 property owners and we want to make sure that we continue to work with everyone in collaboration in 25 shopping centers like this. So, I’m not going to take up any more time, but I haven’t heard from the 26 Association since we spoke to them last year, so if you have been trying to reach out to us about the road 27 and contributing costs, I guess you maybe didn’t have the right contact information, but I’m your person, 28 so if we want to talk offline we can and we can discuss that at a later time. So, we’re willing to work with 29 you guys; I just wanted to let you know that. 30 MR. MAPES: Can I ask a follow up question before we move on? 31 CHAIR HAEFELE: Sure. 32 MR. MAPES: To John…and if I understood the idea of rerouting trucks so that they wouldn’t go 33 out the back side of the shopping center…is what you described such that the trucks would end up exiting 34 onto Boardwalk? 35 MR. DEGUNYA: Yes, Clark, that is correct. They would end up entering and exiting off of 36 Boardwalk if we were to go that route. 37 MR. MAPES: Okay…from the comments we’ve gotten, the ones that come closest to really 38 involving the City, and some of the strongest comments, had to do with the congestion at Boardwalk. 39 Entering the center, leaving the center…and so I wouldn’t want to have anybody think that that 40 necessarily would be a really big improvement for this whole proposal. That would need to be vetted and, 41 boy, I think…that would really create, I think, some even stronger blowback than the proposal as it is. 42 14 MR. DEGUNYA: I understand…sorry Clark. 1 MR. MAPES: Based on what I’ve heard. 2 MR. DEGUNYA: I understand. And our fuel delivery times are typically off-peak hours, early 3 morning, late at night…there are other times depending on fuel drop needs, but typically operationally, 4 it’s either early morning or late evening. 5 CHAIR HAEFELE: Thanks. Okay…I think if there are no further…sorry, Per? 6 COMMISSIONER HOGESTAD: Yeah, I just needed a little clarification on the fuel trucks then. 7 Are they exiting directly onto Harmony? 8 MR. DEGUNYA: No, Commissioner…yeah, currently we have it showing going Oakridge 9 Drive. On that slide on the overall site plan, those were the…if it was a fire truck that I have shown in 10 those templates. That’s the fire truck route that would exit on Harmony. But the fuel delivery route 11 currently is shown exiting Oakridge Drive which is south of our commercial center. 12 COMMISIONER HOGESTAD: Okay, alright. Thank you. 13 CHAIR HAEFELE: Okay, are there further clarifying questions from Commission members? 14 Okay. So, at this time, I’d like to move to deliberation and discussion among the Commission members. 15 COMMISSIONER SHEPARD: Madam Chair? 16 CHAIR HAEFELE: Yes? 17 COMMISSIONER SHEPARD: We were in citizen participation I think…was that formally 18 closed? 19 CHAIR HAEFELE: It was formally closed. 20 COMMISSIONER SHEPARD: Okay, okay, thank you. 21 CHAIR HAEFELE: So, just the way this works, we have one opportunity for citizens to speak. 22 The Board then directs those questions to the applicant and staff for addressing them. So, it looks like 23 David? 24 COMMISSIONER KATZ: Thank you Chair. I’m still having a hard time getting comfortable 25 with the APU criteria and checking the boxes and all of those. I think there’s definitely traffic for D, I 26 think in C that the…is it compatible…it has minimal negative impact in the use of nearby 27 properties…and then skipping down to E, will not change the prominent character of the surrounding 28 area. And I also think, you know, dropping fuel tanks underground, you know, if that was ever 29 redeveloped, it’s always an environmental issue. So I think we’re checking a couple boxes of…or at least 30 raising a couple red flags in D. So, C, D, and E for the APU criteria I’m not comfortable with right now. 31 CHAIR HAEFELE: Thank you. Do any other Commission members…Per? 32 COMMISSIONER HOGESTAD: I guess I agree with David. You know, there’s Harmony 33 Corridor standards and guidelines speak about the characteristics, the basic retail characteristics. 34 Certainly this is not what was envisioned when the guidelines were put together. So I don’t think it really 35 meets criteria B either. Or for that matter, even criteria A. There’s very few criteria that it does meet. 36 Criteria D, you know…certainly it produces noise, and additional traffic, and odor, and those kind of 37 things. And probably sound spill and stuff…most gas stations, there’s always some spill there. So, you 38 15 know, actually, you know, I think that it is a stretch to think that this proposal, or the APU, could possibly 1 meet all of those criteria. 2 CHAIR HAEFELE: Thanks Per. Any other comments from Commission members? Ted? 3 COMMISSIONER SHEPARD: Thank you Madam Chair. I’m sympathetic to Commissioners 4 Katz and Hogestad…their evaluation of 1.3.4. I would like to just offer that, should we get further down 5 the road a little bit on this, that I’ll be thinking of asking the Board for a condition that adds landscaping 6 to block the viewpoint as described as from perspective E based on 3.5.1(J)(1) and (5) of the Land Use 7 Code. But, I know that this is a much smaller issue that what has just been raised by my fellow 8 Commissioners, but I just wanted to get that out there. Thank you; that’s what I have at this time. 9 CHAIR HAEFELE: Thanks Ted. If anyone else has a comment? I will weigh in that I 10 agree…oh, sorry. Jeff, go ahead? 11 COMMISSIONER HANSEN: Yeah, when you talk about if this conforms to the basic 12 characteristics of the zone, there is…you know, if we were to go out this common road to the east and you 13 get to…it exits out onto Lemay…is that correct? 14 UNKNOWN INDIVIDUAL: Yeah. 15 COMMISSIONER HANSEN: There is a fueling station right there at that entrance to this same 16 business park, or shopping center. So I don’t think adding another…you know, whether that’s a wise 17 business decision is not up for our purview, but there’s another fuel station already in this development. 18 So I think using the argument that it doesn’t fit in certainly is not a very valid argument. There’s other 19 fueling stations right across Harmony Road. And, because of that, all these other conditions that we’re 20 looking at…these eight criteria that allow for an additional permitted use…I think those other fuel 21 stations are great examples of why this is a compatible use here. I don’t see it as creating any additional 22 harm to the area that is under the purview of us and the Land Use Code. 23 CHAIR HAEFELE: Thanks Jeff. Are there any other comments from members of the 24 Commission? Ted? 25 COMMISSIONER SHEPARD: A question for Brad…are we expecting to vote on the APU 26 separately and prior to the major amendment? And if the APU fails, then we don’t move on to the major 27 amendment? 28 MR. YATABE: Well, I think the way it would work, since both these items are before you, you 29 know…if…I think you could combine them, but based on the tenor of the conversation, the APU…the 30 major amendment is contingent upon the approval of the APU, so if the APU were to be denied, I would 31 also suggest that…well, you know, since the item is before you, I think essentially you would also want to 32 adopt a motion denying the major amendment on the basis that the APU is then not an allowed use. 33 COMMISSIONER SHEPARD: Thank you. 34 MR. YATABE: That would be the cleanest way to make your record as opposed to just denying 35 the APU and leaving the major amendment without a decision essentially. 36 COMMISSIONER SHEPARD: Thanks Brad. 37 CHAIR HAEFELE: Thanks. Per? 38 16 COMMISSIONER HOGESTAD: Yeah, Clark, can you tell me when the existing fuel station was 1 built or installed there? It was prior to the Harmony Corridor standards, am I correct? 2 MR. MAPES: Yes, in fact I believe it was 1994, but earlier in 1994 than the application of the 3 designation to the center. 4 COMMISSIONER HOGESTAD: So, if the standards had been in place, that fuel station would 5 not have happened there…unless they’d gotten an APU…that may not have happened either. 6 MR. MAPES: That is true. 7 COMMISSIONER HOGESTAD: And then the fuel station across the street and the convenience 8 store has nothing to do with Harmony Corridor standards either correct? 9 MR. MAPES: Yeah…one bit of context that I did think about in this whole thing was the fact that 10 there wasn’t…applying the regional shopping center designation to this center…it seemed obvious that it 11 wasn’t any of those others, but it had Builder’s Square, which is kind of like a Home Depot, it had Pace 12 Warehouse, it had the gas station and the lube shop. And I can tell you that I don’t believe that there was 13 a lot of thought…that it was really thought through what it would mean or whether it was appropriate to 14 put this designation on the center such that it couldn’t, you know, ever have a gas station…it just… 15 COMMISSIONER HOGESTAD: I think in our packet, didn’t we talk about that the intent was to 16 push away auto repair and auto-related kinds of business in favor of retail and entertainment, and I guess 17 the entertainment is restaurants, but I think it’s pretty clear what the intent is. 18 MR. MAPES: Yeah…yeah. 19 CHAIR HAEFELE: David? 20 COMMISSIONER KATZ: I want to thank Jeff Hansen for pointing that out…it definitely made 21 me second-guess or think harder about some of the original thoughts I had about the criteria. But I still 22 think because it’s kind of on a periphery and off of the main arterial, it doesn’t quite affect the entire 23 development, so I don’t know if I’m completely convinced yet, but I do appreciate Commissioner Hansen 24 pointing that out. I don’t think I’m there yet. 25 CHAIR HAEFELE: Okay, thank you. Ted? 26 COMMISSIONER SHEPARD: Thank you Madam Chair. I recall a lot of conversation about the 27 Harmony Corridor being essentially an urban design element to the city of Fort Collins. We don’t have 28 many urban design corridors, we have the Gateway Plan. And so I appreciate the conversation about 29 upholding some of the vision of what we had for the Harmony Corridor. I’m still evaluating 1.3.4, 30 especially D and E, and I’m also thinking about the fundamental purpose of a regional shopping center, 31 and that is to have a conglomeration of a variety of uses that all support one another. We had this 32 conversation last month as to whether or not a mini-storage unit helps drive traffic along South College 33 Avenue. And so, are we…I just offer for the Board’s consideration that perhaps…what’s the purpose of 34 the shopping center, and what does this facility do to that purpose? Does it compliment the purpose? Is it 35 neutral? Does it detract from the purpose? Mr. Morgan and Mr. March pointed out the issues with the 36 tanker truck…we’ve all seen what happens to parking lots. I know the K-Mart example is probably a bad 37 example, but you can lose a Volkswagen in some of those potholes. And the history of the two interests 38 working together doesn’t seem to be very strong…but I’m just throwing that out there for the Board to 39 think about the fundamental, underlying purpose of a regional shopping center and what this potential use 40 does to that purpose. 41 17 CHAIR HAEFELE: Thanks Ted. Are we ready for a motion? Hey, I took this gig as Chair so I 1 didn’t have to do it. Per? 2 COMMISSIONER HOGESTAD: Okay, yeah, I’ll make a motion that the Fort Collins Planning 3 and Zoning Commission deny the request for the addition of a permitted use for the Sam’s Club fueling 4 station. The Commission finds that the request does not conform to the eight criteria for addition of 5 permitted use. The following criteria are not met: criteria A, the use is not appropriate in the zone district 6 as defined in the Harmony Corridor standards and guidelines, criteria B, the proposed does not conform to 7 the basic retail characteristics defined in the Harmony Corridor standards, criteria D, the proposed use 8 creates odor, noise, and additional traffic, criteria E, the new use will change the predominant retail, 9 entertainment character of the area. This denial is based on the agenda material, the information and 10 materials presented during the work session, this hearing, and Commission discussion on the item. The 11 proposed addition…I guess I’ve already got that. Let me see…the information, analysis, findings of fact, 12 and conclusions regarding the modification are contained in the staff report included in the agenda 13 materials for the hearing are adopted by this Board. 14 MR. YATABE: I think, Commissioner Hogestad, that the…as I understand it, the staff materials 15 are in support of the APU, so I’m not sure that you want to adopt those as findings. 16 COMMISSIONER HOGESTAD: I guess what was contained in there was for our consideration, 17 but I’m happy that we take that out. 18 CHAIR HAEFELE: I mean I think we’re basing it on… 19 COMMISSIONER HOGESTAD: Still basing it on the materials presented. 20 MR. YATABE: Well, I think the materials, but adopting the findings and conclusions of the staff 21 report… 22 CHAIR HAEFELE: Correct. 23 COMMISSIONER HOGESTAD: Okay, I see what you’re saying. Alright, so we can strike that 24 portion. 25 MR. YATABE: Okay, thank you. 26 COMMISSIONER HOGESTAD: Thank you. 27 CHAIR HAEFELE: Okay, we have a motion. Do we have a second? 28 COMMISSIONER KATZ: I think I’ll second that. 29 CHAIR HAEFELE: Okay, thank you. So do we have any final comments? Per? 30 COMMISSIONER HOGESTAD: I’m sorry… 31 CHAIR HAEFELE: Dangling hand up. 32 COMMISSIONER HOGESTAD: Yeah. 33 CHAIR HAEFELE: Alright. Jeff Hansen? 34 COMMISSIONER HANSEN: Yeah, I’m not going to be supporting the motion as it stands. I 35 think the applicant has met all the criteria for the APU…so I won’t be supporting the motion as it stands. 36 18 CHAIR HAEFELE: Thanks. Jeff Schneider? 1 BOARDMEMBER JEFF SCHNEIDER: This is a hard one for me because I agree and disagree. 2 So, I agree that it’s not meeting all of the requirements, but I think some of the requirements are met. 3 So…but I agree that they’re not all being met, and things need to be worked out, in my opinion, if this 4 were to be moved forward. I understand the need, the use…I just don’t think it’s developed the right way. 5 I don’t think it’s been worked through the process with the neighboring property owners in the proper 6 manner, and the Association, and I think some of the concerns and issues might have been mitigated and 7 dealt with and figured out, so…I’ll support it reluctantly but don’t necessarily agree with all of the…that 8 it hasn’t met all of the standards that were mentioned. 9 CHAIR HAEFELE: Thanks Jeff. Per? 10 COMMISSIONER HOGESTAD: Yeah…the requirement for the APU is that is meets all eight of 11 those criteria, and it simply doesn’t, so, you know…I cannot imagine that…especially, Jeff, if you feel 12 that it doesn’t that you would still support it. So, just an observation here. 13 CHAIR HAEFELE: Thank you. Ted? 14 COMMISSIONER SHEPARD: Thank you Madam Chair. I’m leaning toward supporting the 15 motion as made. I thought for a brief moment that there could have been some mitigation, but I don’t 16 think that adding landscaping along Harmony Road speaks to the APU criteria. I think it’s at the 17 margin…my idea was at the margin. And I recall that over the decades, there’s been lots of requests from 18 the fast-food franchises to locate on Harmony, and a pretty firm line was held that that’s not within the 19 character of the Corridor. There are…there is another gas station there over on Lemay; I think it was 20 done prior to the adoption of Corridor standards and guidelines. There used to be a Diamond Shamrock 21 on Lemay, and it’s now Otto Pint, so there’s one that got removed. And this is probably not germane, but 22 I’ve seen the retail of gasoline seems to fluctuate with great frequency in our economy. For example, 23 there is a Texaco where they just removed the tanks at North College and Willox, there used to be a gas 24 station at College and Stuart, there used to be a gas station on Canyon Avenue, there used to be three gas 25 stations at Lemay and Prospect, and then all of those shut down and then they all went to the convenience 26 stores, and then the convenience stores were bought by the oil companies, then they were sold by the oil 27 companies…and the economy that we’re in, I think right now there’s a trend that the big box warehouse 28 clubs, they are now the purveyors of gasoline. And so, it’s pretty hard to pin down…and that’s just a 29 comment on the economy. I’ll get back to saying that more germane to the motion, I’m struggling with 30 compliance with 1.3.4(C), (D), and (E). 31 CHAIR HAEFELE: Thanks Ted. I will say that I’m supporting the motion. I agree that it should 32 meet all the criteria and that it certainly doesn’t meet all of them. Are there any further comments or are 33 we ready for a roll call? Looks like we’re ready for roll call. 34 MS. MANNO: Hogestad? 35 COMMISSIONER HOGESTAD: Yes. 36 MS. MANNO: Schneider? 37 COMMISSIONER SCHNEIDER: Yes. 38 MS. MANNO: Shepard? 39 COMMISSIONER SHEPARD: Yes. 40 19 MS. MANNO: Katz? 1 COMMISSIONER KATZ: Yes. 2 MS. MANNO: Hansen? 3 COMMISSIONER HANSEN: No. 4 MS. MANNO: Haefle? 5 CHAIR HAEFELE: Yes. Okay, so with that, the addition of a permitted use for the Sam’s Club 6 fueling station is denied. And we have been at this three hours, so I think we need to take a ten 7 minute…yes? 8 COMMISSIONER SHEPARD: Madam Chair? 9 CHAIR HAEFELE: Yes? 10 COMMISSIONER SHEPARD: Do we want to follow Brad’s advice? 11 CHAIR HAEFELE: Oh, I’m sorry. 12 COMMISSIONER SHEPARD: And someone should perhaps make a motion as to the major 13 amendment? 14 CHAIR HAEFELE: Oh, yes, okay, sorry. 15 MR. YATABE: If I could just elaborate on that? You have…an application for an APU in 16 association with the major amendment. There’s been a denial of the APU, and I think to leave…to 17 essentially not make a decision on the major amendment is a little bit problematic. I think that 18 decision…and I will also say this, that if there’s an appeal of the APU and it goes forward, I think at the 19 same time, the question is going to be, what happened to the major amendment? So, I think leaving it 20 hang out there is a little problematic. When applications are submitted to this Commission for a decision, 21 there’s expectation that a decision will be made. And I think the other issue in considering the motion 22 that you make, if there are other reasons that you would deny the major amendment other than the 23 use…other than it not being an approved use, I think you’ll want to articulate that in that motion. 24 CHAIR HAEFELE: Okay, thank you. So, is anybody up for tackling this motion? Ted? 25 COMMISSIONER SHEPARD: Well, I see no other volunteers, so…I make a motion that the For 26 Collins Planning Commission deny the major amendment MJA200002, primarily based on the fact that 27 the associated request for an addition of a permitted use has been denied. 28 CHAIR HAEFELE: Thanks. Do we have a second? 29 COMMISSIONER HOGESTAD: I’ll second that. 30 CHAIR HAEFELE: Okay, thank you Per. Do we have any Board discussion on the motion to 31 deny the major amendment? Jeff? 32 COMMISSIONER HANSEN: I’d like to comment that my only concerns I had about the project 33 at all were…it seems at the point it’s at, there has not been a lot of collaboration between Sam’s Club and 34 the other business owners in the owner’s association. I don’t think that is something that’s under our 35 purview to get in the middle of…it’s something I would…and it’s another layer of approvals that needs to 36 20 happen for the project anyway. So, I was just going to make a comment that I encourage them to work 1 with them in the future, but I generally had no objections to the project as it was presented to us. 2 CHAIR HAEFELE: Okay, thank you Jeff. Ted? 3 COMMISSIONER SHEPARD: I know this is a minor point, and it’s of little consolation, but I do 4 appreciate a little bit of the fact that the applicant and the design team worked very closely with staff 5 transforming the project…as Clark showed the iterations…the iteration from I believe conceptual review 6 to what we had tonight, a lot of changes were made. And I appreciate the process that the parties went 7 through, it’s just that from a bigger picture perspective, we have a use issue. But, I do want to appreciate 8 all the effort that went into, by all the parties…I know that was no small effort. 9 CHAIR HAEFELE: Thanks Ted. Are there any other final comments? Or are we ready for a 10 vote? A roll call? Okay, thank you, can we have a roll call? 11 MS. MANNO: Katz? 12 COMMISSIONER KATZ: Yes. 13 MS. MANNO: Schneider? 14 COMMISSIONER SCHNEIDER: Yes. 15 MS. MANNO: Hogestad? 16 COMMISSIONER HOGESTAD: Yes. 17 MS. MANNO: Shepard? 18 COMMISSIONER SHEPARD: Yes. 19 MS. MANNO: Hansen? 20 COMMISSIONER HANSEN: No. 21 MS. MANNO: Haefle? 22 CHAIR HAEFELE: Yes. Okay, so with this vote, the major amendment MJA200002 is denied. 23 ATTACHMENT 9 Link to Video Planning and Zoning Commission May 20, 2021 https://youtu.be/XvDd8L82SQs ATTACHMENT 10 Staff Presentation to Council October 19, 2021 August 4, 2021Sam’s Club Fuel Station - AppealPaul Sizemore – CDNS DirectorATTACHMENT 10 Context:HarmonyMarket Regional Shopping Center HarmonyCorridorZone District(HC) 4 Harmony Corridor Plan5Land Use Map 6RegionalShoppingCenterDefinition w/Standards ProposedPlanCanopy Over 6 Fuel Pump IslandsAttendantKioskAdded LandscapeIslands Location8Outer Bay of the Existing Parking Lot Main Driveway Context9Main Shopping Center Drive w/ Location on Left View from Harmony Road Character and Image11Building and Cart Shelter Design and Materials 12 13Two types of APU:(1) A completely new use that is not recognized anywhere in the LUC is proposed to be defined and added into a zone district(s).(2) A use is recognized and permitted in some zone districts, but is proposed in a zone where it is not listed. Such a use is not to be added into the zone district, but rather may be allowed on the specific site based on the specific circumstances and a specific plan.Addition of Permitted Use The Planning and Zoning Commission may add a proposed use if it specifically finds that such use:(1) conforms to [six pertinent] criteria; (2) would not be detrimental to the public good; (3) would be in compliance compatibility standards; and(4) is not listed as a “prohibited use”.To Approve an APU APU Specific Criteria15a) appropriate in the zone district to which it is added.b) conforms to the basic characteristics of the zone district and the other permitted uses in the zone district to which it is added.c) The location, size and design of such use is compatible with and has minimal negative impact on the use of nearby properties.d) does not create any more offensive noise, vibration, dust, heat, smoke, odor, glare or other objectionable influences or any more traffic hazards, traffic generation or attraction, adverse environmental impacts, adverse impacts on public or quasi-public facilities, utilities or services, adverse effect on public health, safety, morals or aesthetics, or other adverse impacts of development, than the amount normally resulting from the other permitted uses listed in the zone district to which it is added.e) will not change the predominant character of the surrounding area.f) is compatible with the other listed permitted uses in the zone district to which it is added. P&Z HearingMay 20, 2021 hearing:The P&Z Commission voted 5-1 to deny the application because it did notconform to the criteria for additions of a permitted use.The Commission then voted 5-1 to deny the Major Amendment becausethe APU was not approved. Notice of AppealFiled under the following Grounds For Appeal as allowed by code:Failure toconduct a fair hearing in that:The Commission exceeded its authority or jurisdiction as contained in the codeThe Commission considered evidence relevant to its findings which was substantially false or grossly misleadingFailure to properly interpret and apply relevant provisions of the Land Use Code17 First Question for Council18Did the Commission fail to conduct a fair hearing? .The allegation cites the following examples:• Made a determination of negative impact of the gas station based on evidence/information not within their purview• Considered evidence not germane to the criteria such as macroeconomic forces and individual business owners’ decisions• Addressed site plan and other criteria and considerations not relevant to an APU 19Did the Commission fail to properly interpret and apply the relevant provisions of the Land Use Code? The allegation includes explanations for each of the six criteriaSecond Question for Council 20Examples from the allegation include:• The Commission did not thoroughly consider that this use already exists in this zone district and in this regional shopping center• The application does not propose to add fuel stations to the zone district, but rather to specifically add the use to this regional shopping center site.• The Commission’s decision considered evidence on issues related to maintenance agreements for private roads rather than “location, size, and design”• The Commission made assumptions about adverse impacts without evidenceFailure to Properly Interpret LUC Questions for CouncilDid the Commission fail to conduct a fair hearing?Did the Commission fail to properly interpret and apply the relevant provisions of the Land Use Code? 21 August 4, 2021Sam’s Club Fuel Station - AppealPaul Sizemore – CDNS Director