The URL can be used to link to this page

Request to Amend the Westmark Planned Unit Development (PUD)_HearingCity of Dubuque City Council Meeting Public Hearings # 1. Copyrighted October 18, 2021 ITEM TITLE: Request to Amend the Westmark Planned Unit Development (PUD) SUMMARY: Proof of publication on notice of public hearing to consider City Council approval to amend the Westmark Planned Unit Development (PUD) to allow drive -through pick-up windows for pharmacies for the property located at 4025 Westmark Drive, and Zoning Advisory Commission recommending approval. SUGGESTED DISPOSITION: ATTACHMENTS: Description ORDINANCE Amending Title 16 of the Unified Development Code of the City of Dubuque Code of Ordinances by rescinding Ordinance 41-91 which provides regulations for a PUD Planned Unit Development District with a PC Planned Commercial Designation for the Westmark Corporate Center and adopting amended PUD Ordinance to allow Drive -Through Pharmacies when associated with permitted principal and accessory uses Suggested Disposition: Receive and File; Motion B; Motion A Zoning Advisory Commission Letter Ordinance Application Site Circulation Plan Staff Memo Vicinity Map Pennsylvania Ave and Embassy West Drive Memo ADDED 10.18.21 Type Staff Memo Ordinance Supporting Documentation Supporting Documentation Supporting Documentation Supporting Documentation Staff Memo Planning Services Department City Hall 50 West 13t" Street Dubuque, IA 52001-4864 (563) 589-4210 phone (563) 589-4221 fax (563) 690-6678 TDD planning@cityof dubuque.org THE COF DiU!B E Masterpiece on the Mississippi The Honorable Mayor and City Council Members City of Dubuque City Hall — 50 W. 131" Street Dubuque IA 52001 Applicant: Christopher Kidd and Associates, LLC Location: 4025 Westmark Drive, Parcel 1029226013 Dubuque 2007,2012.2013 2017*2019 October 8, 2021 Description: To amend the Westmark PUD to allow drive -through pick-up windows for pharmacies Dear Mayor and City Council Members: The City of Dubuque Zoning Advisory Commission has reviewed the above -cited request. The application, staff report and related materials are attached for your review. Discussion Because of their association with the project, Commissioners Kemp, Norton, and Mulligan recused themselves from the discussion. The applicant's representative, Patrick Norton of Buesing & Associates, explain the request to the commission. He explained Grand River Medical Group is constructing a new facility and determined after the start of construction that they would like to add a drive -through pharmacy. He noted the current planned unit development (PUD) ordinance allows only drive -through banks, so they are requesting to amend the PUD to allow a drive -through pharmacy. He noted the pharmacy would be about 450 square feet and is not anticipated to generate a lot of traffic. He described the traffic flow pattern for the drive -through, stating it would not impede site traffic. He noted this pharmacy would be operated by Hartig, and patients could get their refills at any other Hartig. Staff noted the request is to amend the PUD for Westmark Corporate Center. Staff described the requirements of the PUD citing permitted and accessory uses. Staff noted drive -through banking is allowed but a drive -through pharmacy is not. It was noted that when this PUD was created in 1991, the drive -through pharmacy had not become established to the degree it is today. Staff explained the City Engineering Department conducted traffic counts and reviewed the applicant submitted traffic study, and they did not consider this a significant traffic impact, as it would be an ancillary use to the main medical center. There were no public comments. Service People Integrity Responsibility Innovation Teamwork The Honorable Mayor and City Council Members Page 2 The Zoning Advisory Commission discussed the request finding it appropriate Recommendation By a vote of 4 to 0, the Zoning Advisory Commission recommends that the City Council approve the request. A simple majority vote is needed for the City Council to approve the request. Respectfully submitted, r Teri L. Zuccaro, Acting Chai person Zoning Advisory Commission Attachments cc: Christopher Kidd and Associates, LLC, 422 N. 151h St, Ste 201, Milwaukee, WI 53233 TSD Building Partnership, 1515 Delhi St, Apt. 100, Dubuque, IA 52001 Service People Integrity Responsibility Innovation Teamwork Prepared by: Wally Wernimont, City Planner Address: City Hall, 50 W. 13th St Telephone: 563-589-4210 Return to: Adrienne Breitfelder, City Clerk Address: City Hall, 50 W. 1311 St Telephone: 563-589-4121 ORDINANCE NO. 34-21 AN ORDINANCE AMENDING TITLE 16 OF THE UNIFIED DEVELOPMENT CODE OF THE CITY OF DUBUQUE CODE OF ORDINANCES BY RESCINDING ORDINANCE 41-91 WHICH PROVIDES REGULATIONS FOR A PUD PLANNED UNIT DEVELOPMENT DISTRICT WITH A PC PLANNED COMMERCIAL DESIGNATION FOR THE WESTMARK CORPORATE CENTER AND ADOPTING AMENDED PUD ORDINANCE TO ALLOW DRIVE -THROUGH PHARMACIES WHEN ASSOCIATED WITH PERMITTED PRINCIPAL AND ACCESSORY USES NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: Section 1. That Title 16 of the City of Dubuque Code of Ordinances, Unified Development Code, is hereby amended by rescinding Ordinance 41-91 forthe hereinafter described property which provides regulations for a Planned Unit Development District with a PC Planned Commercial District designation for Westmark Corporate Center, and now being amended to allow drive -through pharmacies when associated with permitted principal and accessory uses, to wit: Lot 1 Westmark, Lot 1-2 Westmark, Lot 1-3 Westmark, Lot 2-3 Westmark, Lot 2 Westmark No. 2, Lot 1 Westmark No. 3, Lot 3 Westmark No 2, all in the City of Dubuque, Iowa. Section 2. Attached hereto and made a part of this ordinance is the original Conceptual Development Plan and Landscape Plan, per Ordinance 41-91, for the Westmark Corporate Center PUD marked Exhibit A. It is recognized that minor shifts or modifications to the general plan layout may be necessary and compatible with the need to acquire workable street patterns, grades, and usable building sites. The general plan layout, including the relationship of land uses to the general plan framework and the development requirements shall be used as the implementation guide. Section 3. Westmark Corporate Center PUD Development Regulations A. Use Regulations: The following regulations shall apply to all uses made of land in the above - described PC Planned Commercial District: Principal permitted uses: The following uses are permitted in the Westmark Corporate Center PUD: a. General Office b. Medical Office/Clinic c. Dental/Medical Lab d. Indoor Restaurant, within primary office building only e. Drive -up automated Bank Teller f. Business Services, excluding janitorial services, carpet and upholstery cleaning, painting and decorating, sign painting, and swimming pool maintenance g. Banks/Savings and Loans/Credit Unions h. Office Supply i. Indoor Recreation Facilities j. Printing/Publishing k. Parking Structures I. Group Day Care Center 2. Accessory Uses: The accessory uses shall be limited to any use customarily incidental and subordinate to the principal use. Outdoor storage shall not be permitted. 3. All operations and activities associated with permitted principal and accessory uses shall be conducted or maintained within completely enclosed buildings except: a. Off-street parking b. Employee recreation facilities c. Drive -up bank facilities d. Group day care center outdoor recreation space e. Open air restaurant seating f. Drive -through pharmacies B. Lot and Bulk Regulations The development of land in the Westmark Corporate Center PUD shall be regulated as follows: All structures shall be a minimum of thirty (30) feet from the front property line adjoining Pennsylvania Avenue, a minimum of twenty (20) feet from the front property line adjoining the right-of-way easement which adjoins the Northwest Arterial and a minimum of twenty (20) feet from the front property lines adjoining any interior street. 2. No building or structure built north of a line drawn along the east - west interior street, as shown on the conceptual development plan map, and extending directly eastward to the property line shall exceed forty (40) feet in height; no building or structure on the remainder of the property shall exceed sixty (60) feet in height. C. Parking Requirements 1. The off-street parking requirements for the principal permitted uses allowed in the herein described PC Planned Commercial District shall be one (1) space for each three hundred fifty (350) square feet of floor area, with the exception of any public restaurant, which will provide one (1) space for every four (4) permanent seats plus one (1) space for each employee on the maximum shift. Floor area will not include underground parking structures. 2. The construction of off-street parking spaces may be phased in proportion to the percentage of total building floor area constructed at any one time. Ground area set aside for future parking, or driveways or for parking provided in excess of the minimum required number of parking spaces shall not reduce the minimum required area for open space. 3. All parking, maneuvering and driveway areas shall be surfaced with a minimum of either an eight (8) inch rolled stone base and two and one-half (2-1/2) inch asphaltic concrete mat or a six (6) inch Portland cement concrete pavement. Proper drainage of storm water shall be provided. All parking spaces shall be delineated on the surfacing material by painted stripes or other permanent means. Widths and length of parking spaces. shall be governed by applicable provisions of City of Dubuque ordinances enforced at the time of development of the lot. 4. The number, size, design, and location of parking spaces designated for handicapped (minimum 2% of total) and compact car parking (maximum 30% of total) shall be according to local, state or federal requirements in effect at the time of development. 5. The location of driveway intersections with public streets shall be established by the City of Dubuque. 6. No on -street maneuvering of service vehicles for the purpose of loading or unloading will be allowed on any public street or cul- de - sac. D. Pedestrian Area Permanent hard surfaced walkways shall be installed and maintained for the purposes of pedestrian movement between all parking areas and functioning entrances and exits of the buildings. These interior walkways shall connect office park campus buildings throughout the development site as per a Pedestrian Access Plan required as part of the submission of the final site development plan. E. Site Lighting 1. Exterior illumination of the site shall be limited to the illumination of: a. Parking areas and driveways b. Pedestrian walkway surfaces and entrances to building c. Building exterior 2. All exterior lighting shall be designed, installed, and maintained so as not to cause direct glare or to shine into adjacent lots and streets. No light source shall provide illumination onto adjacent lots, buildings, or streets in excess of six -tenths (0.6) foot candle. All exterior lighting luminaires shall be designed and installed to shield light from the luminaire at angles above seventy-two (72) degrees from vertical. 3. Fixtures mounted on a building shall not be positioned higher than the roof line of the building. 4. Post or pole mounted free-standing fixtures shall not be higher than thirty (30) feet above the ground. F. Utility Location 1. All electrical, telephone, television cable, and other similar utility lines serving buildings and other site features shall be located underground. All free-standing electrical transformers, switching gear, relay boxes, meters, air conditioning units, heat pumps, and other similar mechanical equipment shall be located in positions which are shielded from view from adjoining public streets. Constructed fencing or walls and plant materials may be used to visually screen such mechanical equipment. G. Trash Collection Areas All trash collection areas shall be visually screened from view. The screening shall be a completely opaque fence, wall, or other feature not exceeding a height of ten feet measured from the ground level outside the line of the screen. Screen structures built on sloping grades shall be stepped, so that their top line shall be horizontal. Exposed materials used to construct the opaque screen shall be similar in appearance to materials used for exterior building walls. Colors of the screen shall match those of the building. All exterior entrances to a screened trash area shall be provided with a gate or door of similar design to that of the screen. Gates or doors facing a street frontage, or the Northwest Arterial shall be closed at all times other than when a vehicle or personnel are using the entrance for access to and from the screened area. 2. If a ten (10) foot high screen fails to shield the exterior trash collection area from view from points inside or outside of the property, evergreen plantings may be required. Evergreen plant materials shall be selected and designed so that they will screen the area from all off- site visibility within five (5) years. In such cases, if initial plantings are of six (6) foot height or greater, the requirements for other opaque screening shall be omitted. H. Open Space Development/Landscaping 1. No less than thirty-five (35) percent of the total development site shall be maintained as open space. Open space shall be defined as that part of the site not devoted to buildings, structures, parking or loading areas, driveways, or any principal or accessory uses. 2. A Landscape Plan forthe entire development site shall be required as part of submission of the Final Site Development Plan. The Landscape Plan shall consist of landscaping standards for site design, plantings, and erosion control, as set forth in Attachment A of this ordinance. 3. In open space areas, the installation of required planting materials may be phased in direct proportion to the phasing of building construction. 4. Entry landscaping shall be installed adjoining Pennsylvania Avenue in accordance with the Landscape Plan. 5. The area between the paved public street and the right-of-way line shall be planted and maintained by the lot owner. 6. All parking areas shall be screened from public right-of-way in accordance with the Landscape Plan. 7. All exposed soil areas remaining after the construction of building and vehicle related features shall be planted with a permanent ground cover to prevent erosion. All other disturbed land which is not under construction shall be seeded with appropriate temporary ground cover in order to reduce erosion, siltation, and dust. Storm Water Management The area of watersheds after development shall remain the same as pre -development watersheds, or as directed by the Public Works Department of the City of Dubuque. The developer of each lot shall be responsible for providing surface or subsurface conveyance(s) of storm water from the lot to existing storm sewers or to the flowline of open drainageways outside the lot in a means that is satisfactory to the Public Works Department of the City of Dubuque. J. Site Signage The provisions of the City of Dubuque Unified Development Code apply to the construction and maintenance of signs, unless further regulated by this section. 2. No off -premise signs shall be allowed in this planned district. 3. On -Premise Signs a. Allowable content. Signs, messages, and graphics shall be limited to the following contents: 1) Development Sign - Identification of this planned district - Identification of up to three (3) primary tenants 2) Primary Sign - Identification of company name - Identification of company products or services generic name only - Street address - Graphic symbol or logo identified with the company 3) Secondary Sign - Directional messages necessary for the safe and efficient flow of vehicular and pedestrian traffic on the lot Identification of visitor entrances to the building, shipping, and receiving docks, and other delivery points Identification of assigned handicapped accessibility Temporary announcements construction Commemorative messages b. Maximum number of signs parking spaces and of pending or new 1) The number of Development Signs shall not exceed two (2) at 100 square feet in area per sign or one (1) at 200 square feet in area for each street entrance to this planned district. 2) The number of Primary Signs shall not exceed two (2) for each building, only one (1) of which shall be free-standing unless otherwise restricted. 3) No maximum number of Secondary Signs is established. c. Maximum area of sign panel 1) No Development Sign shall exceed 200 square feet in area, or 100 square feet if two (2) signs/entrance are used. 2) If a Primary Sign is building mounted, its total area shall not exceed ten percent (10%) of wall parallel and/or closest to street frontage, or forty (40) square feet, whichever is less; however, if a Primary Sign is building mounted with the Northwest Arterial as the governing street frontage, the maximum area shall not exceed eighty (80) square feet. 3) If the Primary Sign is free-standing, its maximum area shall not exceed eighty (80) square feet unless otherwise restricted; however, no free- standing Primary Sign shall be allowed along the Northwest Arterial frontage. 4) No maximum cumulative area is established for Secondary Signs; however, no single permanent Secondary Sign shall exceed six (6) square feet in area. 5) The area of double-faced free-standing signs shall only count one face for area determination. d. Allowable structural types 1) Development Signs shall be free-standing only. 2) Primary and Secondary Signs may be mounted on exterior walls of buildings or may be free- standing. No signs shall be mounted on roofs or above any eave or parapet of a building. All building mounted signs shall be flush mounted on the wall and no projections beyond one (1) foot shall be allowed. The determination of area of signs composed of separate elements shall be the area of a rectangle that completely encloses all such elements and/or corporate identification devices. e. Sign locations on lots 1) Development Signs shall by located anywhere on the lot at any street entrance to the office park development; however, no sign shall be erected within the public right- of-way or 10' visibility triangle as required by Section 3.5 of the Unified Development Code of the City of Dubuque, Iowa. 2) Primary Signs may be located only in the area enclosed by the street right-of-way line, the line formed by the street fagade of the building and the side lot lines. 3) Secondary Signs may be located anywhere on the lot and on any building fagade. 4) No signs may project in space over a street right-of-way line or onto another lot. f. Height regulations 1) Free-standing Development Signs and their supporting structure(s) shall not be higher than ten (10) feet above adjacent ground level. 2) Building mounted Primary Signs shall be installed below the eave or parapet. Free-standing Primary Signs and their supporting structures shall not be higher than twenty- five (25) feet above adjacent ground level. 3) Free-standing Secondary Signs and their supporting structure(s) shall not be higher than five (5) feet above adjacent ground level. Building mounted secondary signs shall not be higher than eight (8) feet above the ground level at the building. g. Lighting 1) Development Signs may be illuminated only by means of indirect lighting whereby all light sources and devices are shielded from view by opaque or translucent materials or by internal illumination. 2) Primary Signs may be illuminated by means of indirect lighting whereby all light sources and devices are shielded from view by opaque or translucent materials or by internal illumination. 3) Secondary Signs shall not be illuminated. h. Motion 1) No signs may include any device or means, mechanical, electrical, or natural, which shall cause any motion of the sign panel or any part thereof. No flashing lights or changing colors shall be allowed. K. Time Limitation Approval of the conceptual development plan shall be valid for a period of three (3) years, provided that after the first year, if no final site development plan has been filed, the Commission or Council may require the resubmission of a conceptual development plan. If constructed in phases, a final site development plan shall be submitted for each phase. An extension of the time limitation may be granted by the City Council upon a showing of good cause. L. Ordinance History 41-91: Establishment of the Dubuque Corporate Center (also known as Westmark Corporate Center) Planned Unit Development M. Transfer of Ownership Transfer of ownership or lease of property in this PC Planned Commercial District shall include in the transfer or lease agreement, a provision that the purchaser or lessee acknowledges awareness of the conditions authorizing the establishment of this district. N. Site Development Plan Review Final site development plan(s) shall be submitted in accordance with Section 13 of the Unified Development Code of the City of Dubuque, Iowa and be approved by the Zoning Advisory Commission at a public meeting. The Zoning Advisory Commission must approve a final site development plan within thirty (30) days of the public meeting if the plan conforms with the conditions of the approved conceptual development plan. The failure of the Zoning Advisory Commission to act within this 30-day period shall constitute approval of the final site development plan unless the applicant requests or agrees to an extension of this review period. Changes in the final site development plan that are consistent with the purpose and intent of the Unified Development Code and the approved conceptual development plan may be approved by the Zoning Advisory Commission. No building permits shall be issued, or no construction may take place except in substantial conformance with such plan. O. Recording A copy of this PUD Ordinance shall be recorded, at the expense of the City of Dubuque, with the Dubuque County Recorder as a permanent record of the conditions accepted as part of this reclassification approval. This ordinance shall be binding upon the undersigned and his/her heirs, successors and assigns. Section 4. That the foregoing amendment has heretofore been reviewed by the Zoning Advisory Commission of the City of Dubuque, Iowa. Section 5. The foregoing amendment shall take effect immediately upon publication as provided by law. Passed, approved and adopted this 18"' day of October, 2021. Roy D. ol, Mayor Attest: Adrienne N. Breiffelder, City"Clerk Westmark Corporate Center PUD Ordinance No. - 21 EXHIBIT A 3[MNSTlvartn A*f No"� '+ a i ll8'33 0; w � w fi An i Ind f AWFCE •law I-a*4LArE f 1 w1 Page 11 of 16 ! I { { +f �lr i1}I I / IRAPJAqQ E Ck qO ANTtl +=�-11 Westmark Corporate Center PUD Ordinance No. - 21 Page 12 of 16 All lawn areas between buildings and majcpr traffic 'sieassi sliall be soddcd, sod gut rollows. 70% Ktntucky llluegrasscs - Mix 3 or raorc of the following: Barron, loam 1, Parade • 30% Pyre grasses - Mix 2 or mare of Oteping Red, ewiag.,;, Rebel. Or equivaient sad type Landscape comradar should be aw�xe that underground utilities do exist and should call Digger's Hotline prior to dig&& All shrubs and trees to be ferWized with plant stamr- All conifers and trees over 2' in diameter to he staked and wrapped at "ons<wy, ' All berm heights are approximate and shall be verified with on site conclitions prior to mioLmencing whiz grading or planting. Pdping tv l very heavy duty proressinnai polyethylene edging. 5UW where indicated. ` Lawn seed (Sunny) to be mixture No. 40 35 r o Park Kentucky Blue Gram 15% Creeping Rcd Fcacurc 15% Improved Hard Fescue 25% Improved Pine Purcnniai Rycgrass 10% White Clover Smd or sad all disturbed arras within The building property Umits. Any retainiaig walls that may need to be constructed shall use native stone (24%36" Ella.) with professiowd nylon weed barrier behind boulders, IF Planting details are a suggestio:El way of plandug. '!'here are ether siwRar styles which are also acceptable- Contract your nursery for further specificati-ons_ * landscape contractor shall be responsible for vw+atcring of all new vcgetation- Majority of berm side slopes should not c=cd 1 on 4 on Corporate Cent-er side. t !se 1 on 3 slopes sparingly to acWeve adequate berm height for screening. Refer to plan for suggemed berm locatiom Silt fence shall meet the state (if W, samsin and Iuwa Department of Transportation guidelines. " G aveI in garden beds and islands to be Washed Stone (iaff-While 3/4" - V dianwtcr) spread to a 4" depth with heavy dur_y pTofemional nylon weed bar'ricr tinderneach- ' All individual planm and trees in lawn areas shall r=ivc a 3' diameter ring of shredded bark mulch. Westmark Corporate Center PUD Ordinance No. - 21 — CONCEPTUAL PLANT LIST — SHRUBS ranbc- i C.0tpn Faster 1 " Red Barberry 18 It Page 13 of 16 Pot ntilla I&I Pot Pot Pot _ 17thop )katerer _Spirea l8n Pot _ Mugo Pine 2A" Pot or B & B Min t , u1e Juniper/SeaJuniper/Sea men " 241 Pot or B & B Winterber y 241P Pot or B , B Peed_ ee cu rl ea 4" Pat or B & B ._ Purple Leaf Sand merry 2" Pot or B & B Red Twigged D2gwood m" Pot r B B Wei la w Pot or B & B -Wiryzed Burning Binh 24!1Pot or B & B Purpleleaf Plum Fiver/Red Birch Littl Leaf Linden Red/Whi-te Oak Green Ash Sugar Maple Poplar Austrian Pine White Fir qpr ay al Colorado Blue TREES ##f 1 1 "— lal 1 Tl _ 1/2.tr 1 I/T 11Z' 1 lr' _.1rr l W -2 # 2rr 111T' — 2 1/27 1t)h a 1ar 7- 71 'p: f f — 77 American Arborvitae '— T Westmark Corporate Center PUD Ordinance No. - 21 33 � - a vzt �dydy y @t d r *: ryar Y15Y� , fry Z3 51 -7 s a a a a a �=k ..L... x •� f I 6L V1 W W L� l V7 a w a 19 se • �4a ll Page 14 of 16 � I J se • �4a ll Page 14 of 16 � I J i r x Wet ark Corporate Center PUD Ordinance No. - 21 Page 15 of 16 � :� � � �} � � ■ it � � �f �i� | §/�~ _�� \ j) � .� /�� ( \/: _ � 2 �| � , \`� ` 3 / rL � � � /�\. w _!| � � ]! � © || �' � � ¥ , ' _ � �:. ,-- ' _ ��/ � � � / \�.� �|� _- \ � _ |K |� ,_� I��/ � .-fi � - .r .\ z C3 � | ' � U [ s � . �� j � � z .� / . / / � � � �� x Wet ar Corporate CenterPUO Ordinance No. -21 Page16 of 1e . L |4 t� �■ , ,. { :|,, , ..� | � �. � | �, l r !! | / I=�|�|!|||�|`��•��_�,!| ■��l� ■�,|1 ,1�. !, ��.�l., . . ||�;| s THE cm OF DUB E Masterpiece on the Mississippi PLANNING APPLICATION FORM City of Dubuque Planning Services Department Dubuque, IA 52001-4805 Phone:563-589-4210 Fax: 563-589-4221 plan ninoCabcitvofdu buoue.orp ❑Variance ❑Preliminary Plat ❑Simple Subdivision ❑Certificate of Appropriateness ❑Conditional Use Permit ❑Major Final Plat ❑Text Amendment []Advisory Design Review (Public Projects) ❑Appeal ❑Minor Final Plat ❑Temporary Use Permit ❑Certificate of Economic Non -Viability ❑Special Exception ❑Simple Site Plan ❑Annexation ❑Historic Designation choose one ❑Limited Setback Waiver ❑Minor Site Plan ❑Historic Revolving Loan ❑Demolition WRezoning/PUD/ID ❑Major Site Plan ❑Historic Housing Grant ❑Port of Dubuque Design Review Please Woe or print legibly in in Propertyowner(s):TSD Buidling Partnership Phone: Address: 1515 Delhi St, Apt 100 city: Dubuque State: IA zip:52001 Fax #: Cell #: E-mail: Applicant/Agent: Christopher Kidd and Associates, LLC Phone: 262.901.0505 Address:422 N 15th Street, Suite 201 City: Milwaukee State: WI Zip: 53233 Fax #: 414.224.6160 Cell #: E-mail: Site location/address: Westmark Dr Neighborhood Association: N/A PUD-PO PUD-PO N/A Existing zoning: Proposed zoning: District: Landmark: ❑Yes X No Legal Description (Sidwell parcel ID# or lot number/block number/subdivision): 1029226009, 1029226007 Total property (lot) area (square feet or acres): 167,096 sf Describe proposal and reason necessary (attach a letter of explanation, if needed): The owners would like to add a pharmacy with a drive through pick up window to the building under construction. The PUD only specifically allows Drive through lanes for banks. We would request to allow pharmacies to also have a drive through lane. CERTIFICATION: I/we, the undersigned, do hereby certify/acknowledge that: 1. It is the property owner's responsibility to locate property lines and to review the abstract for easements and restrictive covenants. 2. The information submitted herein is true and correct to the best of my/our knowledge and upon submittal becomes public record; 3. Fees are not refundable and payment does not guarantee approval; and 4. All additional required written and gra hic materials are attached. PropertyOwner(s): Date: 0812k) Applicant/Agent: Date: FOR OFFICE USE ONLY — APPLICATION SUBMITTAL CHECKLIST Fee: Received by: Date: Docket: m£� I \-------------------J- / o w—w w1" w w w w w w w w w w w—Lw w w w w w w—w—w—w—wJ Yy -- I � I_ ss_ sLs� sis /, / // / /, / // Yy/y/,� � c 515--------- ------ - / / -_ / -_ // rci \ s sis--- ----------f----- — -----t E/ e/\/ / {/ I\ — �SAN —SAN AN N I I \\ I \ \ I ` II \ 1 II I / I/f 1 IVA //I I IIII ,\ IIII IIIII I / I IIIII / I III I 1 I I III 1 C, E; ADDITION L •::: I 1 � I I ' I I 1 I 1 — I I I 1 1 m SIGNAGE LEGEND m � z z 3: Y GRAND RIVER MEDICAL <U GROUP OFFICES W /A\ PHARMACY V P—M! PAR - DR EMPLOYEES IVE EXIT THRU O GRAND RIVER MEDICAL ® DPHARMACY U�\ GROUP OFFICES U / ® HAR RIONLVR W MACY EMPLOYEES N MUTCD R5-1 LLJ O ODO NOT ENTER Q N N aj `LINE ON SIGN SYMBOL INDICATES O ORIENTATION OF SIGN FACE 7117/1 /'.III II I I I I I =1ngl I I II II II I I I I I III II I I I I \ I I 1 1� 1 111111 11 11 I I I 1 IIIIIIII I t I 1 1 I I\\\\\ I I I I pI II I ' I I I I IIIIIII,\II � 1 I I I I ll�1j111111 I _I I I I 11�111111j1 I I IIIIII \IIIIIII i 111111111I 1 III III IIII I \ V \ IIIII/I� I I IIII \ \ \ I \\ \ fs fs fs fs fs fs fs fs Es l --------�--- ` �\k�` � ---- ` __ — - \ • ` \ f ' i \ � `\� � `\ III 'I,II III I I I ` — IIII —s set e1 \ IL �B!/ J I 1 1 \1 N \ \ \\ I------------------------ ------------------- 1 \ \\ \\ \\ \\ \\ \ \ \\ \ \ \\ O 1 \h ------ -------------------------------1 Q�' G A`Q 1" i 30' (22"x34") 1" 60' (11"x17") w O Y 0 Z O Ln o 0 1 O o 21 § W o z o Y O U7 O m J W J Q W c� �0W z =LoW n Oo 0 W 1-- :2 O _ � W O z 7> J LLI Q Z � Q20 Q3 J X — = Uacy W m )WG.#20233-05 C1.10 THE CITY OF DUB t Masterpiece on the Mississippi Dubuque Planning Services Department City Hall - 50 West 1311, Street MI-Americs y Dubuque, IA 52001-4845 (563) 589-4210 phone I®� (563) 589-4221 fax (563) 690-6678 TDD planning�ityofdubuque.org 2007.201232013 2017*2019 October 8, 2021 TO: Zoning Advisory Commission FROM: Shena Moon, Associate Planner SUBJECT: Amendment of the Westmark PUD to allow a drive -through pick-up window for pharmacies. INTRODUCTION The applicant, Christopher Kidd and Associates, LLC, is requesting to amend the Westmark PUD to allow for a drive -through pick up -window for pharmacies. The current PUD Ordinance 41-91 allows for drive -up for bank facilities but not for pharmacies. BACKGROUND The Westmark PUD was established in 1991 and encompasses five parcels of land located on the southwest corner of the Northwest Arterial and Pennsylvania Avenue. Four of the parcels are fully developed with large commercial buildings that are home to tenants such as the Great River Learning, Kendall Hunt, Westmark Development, Corporation, Westside Occupational Health, UnityPoint Health -Finley Hospital, and Horizon Management Services. The fifth parcel is currently being development with a three-story commercial building that will be occupied by Grand River Medical Group (GRMG). mbi I f 1 Site a i a 3 'eA—ik 4. ------------ N. I _ — Memo to Zoning Advisory Commission Page 2 DISCUSSION The applicant is in the process of constructing a three-story building for GRMG and would like to construct a drive -through pick-up window at the pharmacy. The Westmark PUD Ordinance 41-91 allows for medical offices and clinics but restricts all operations and activities associated with these uses to being conducted within completely enclosed buildings with very few exceptions, which include off-street parking, employee recreational facilities, drive -up bank facilities, outdoor area for a group day care center, and open-air restaurant seating. Consequently, the applicant is requesting to amend the Ordinance 41-91 to also allow pharmacy drive -through pick-up windows. The Westmark Ordinance 41-91 was established in 1991, which was right around the time drive -through pharmacy services were first introduced in the U.S.A. and, therefore, may not have been a considered use when the ordinance was established. Since that time, pharmacy drive -through pick-up windows have become quite common and are found throughout the city of Dubuque. The subject pharmacy would be operated by Hartig Drug, and it is anticipated many patients, after exiting their appointments inside the building, would pick-up their prescriptions at the interior service counter of the pharmacy. Because of this, it is projected the drive -through pick-up window would primarily serve patients who are picking up refills or who have their prescriptions called in. In consideration and evaluation of the proposed ordinance amendment and the proposed site plan changes for the GRMG site, the City Engineering department requested the applicant team provide traffic generation calculations and also conducted City -monitored traffic counts to better understand the potential traffic impacts of the proposed drive -through pick-up pharmacy. Based on the data, Engineering has determined the proposed use would not have a substantial impact on the traffic in the area since the majority of the traffic trips to the site will be generated based on the primary medical office and clinic use, to which the drive -through pharmacy is ancillary. Planning staff believes that the proposed amendment to allow a drive -through pick-up window for pharmacy uses would not have a substantial impact on development within the Westmark PUD largely because this use would be allowed only if associated with permitted principal and accessory uses that are allowed within the PUD currently. RECOMMENDATION City staff recommends that the Zoning Advisory Commission review the enclosed materials and make a recommendation regarding the amendment to the Westmark PUD to allow a drive -through pick-up window for pharmacies. Attachments y THE CITY OF Dubuque /� plFAmerica Cily R 1 DUB E 1 LI I L' w 2007.2012.2013 Masterpiece on the Mississippi 2017*2019 w - Vicinity Map a Applicant: Christopher Kidd and PR 6 Associates, LLC •, --,f s Location: 4025 Westmark Drive PIN: 1029226013 Proposal: To amend the Westmark c-3 PC PUD to allow drive -through pick-up ��:'F windows for pharmacies. r _ Subject Property PI , A N e 0 250 500 n "city of Dubuque, IA Feet 1:3, 500 THE CITY OF DUB E Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Gus Psihoyos, City Engineer DATE: October 18, 2021 RE: Pennsylvania Avenue and Embassy West Drive INTRODUCTION Dubuque AII•AmeftLIII .WIICNWI.CMIC IkA'_LF. 2007-2012.2013 2017*2019 The purpose of this memo is to provide information regarding the internal traffic study that was conducted at Pennsylvania Avenue and Embassy West Drive for the construction of the Grand River Medical Center Clinic Building and a few inquiries from citizens on traffic generation from the Westmark Drive development. BACKGROUND The City requested a trip generation report as part of the development review process for the new medical facility that included a trip generation for their clinic and new additional drive-thru pharmacy. This report was analyzed to see if any potential impacts would occur to the Pennsylvania Avenue corridor. The City had also recently received a few calls/letters regarding this new development and the current delays at the intersection of Pennsylvania Avenue and Embassy West Drive. The City also received a question from a citizen inquiring if a road was planned to be built between the Westmark subdivision and Chavenelle Road. The Engineering Department completed a traffic count and delay study at the nearest main intersection, Pennsylvania Avenue and Embassy West Drive, to see if the level of service (LOS) would change from the trips that would be added from this development. DISCUSSION The Engineering Department completed a traffic count and delay study from February 24t", 2021, from video footage. The AM peak hour was 7:00 AM to 8:00 AM that had approximately 1200 vehicles. The PM peak hour was 2:45 PM to 3:45 PM that had approximately 1230 vehicles. A total of approximately 9800 vehicles per day go through this intersection (see attachment 1). The delay study shows the average delay for the southbound left turn was 12.13 seconds. The max delay for the southbound left turn was 36 seconds (see attachment 2). Another delay study was completed for September 20t" to September 23rd, 2021, for the delay of turning vehicles during the AM peak hour. Most delayed turns consisted of southbound left turns (32%) and westbound left turns (48%). These turns have an average delay of 19 seconds and 3 seconds for the southbound left turn and westbound left turn, respectively. A max delay, over the span of four days during the study, for the southbound left turn and the westbound left turn are 111 seconds and 44 second, respectively. (see attachment 3). Engineering staff also reviewed the crash history at the intersection over the last ten years; there were twenty-two reported crashes with twelve of those reported to have minor or possible injuries. According to Iowa DOT Crash Analysis Tool, nine crashes occurred when vehicles made a left turn at this intersection (see attachment 4). The trip generation report for new medical facility showed trips for the medical office building and the drive-thru pharmacy. The report estimates 915 trips on the weekday, 59 trips during AM Peak Hour, and 55 trips during PM Peak Hour for the medical office and the drive-thru pharmacy (see attachment 5). Our Engineering staff analyzed the delay study and the traffic count data. The average delay for an unsignalized intersection is 12 seconds and/or 19 seconds comparing the two delay studies that were conducted. The southbound approach would have a current level -of -service (LOS) B or C. With the additional trips to the new clinic and pharmacy, it is expected that the LOS would not change noticeably. It should be noted that a LOS B or LOS C is above average or average delay. LOS Signalized Intersection Unsignalized Intersection A !10 sec !00 sec B 10— 0 sec 1 GA 5 sec C 0L05 sec 15-25 sec D 35-55 sec 25-35 sec E 55--80 sec 35--50 sec F >80 sec >50 sec Figure 1. LOS Breakdown In Figure 2, Warrant 3 is for the peak hour based on vehicle volume and number of lanes. From the volume of both approaches for the major street of 1,127 on Pennsylvania Avenue, and the minor street of 80 on Embassy West Drive, the warrant is not met to require the intersection to be signalized. From the chart below, the minor street, Embassy West Drive, would need to have at least a traffic volume of 250 vehicles with the current 1,127 vehicles on Pennsylvania Avenue to be considered warranted for signals with a `2 or more lanes and 1 lane' corridor. 6W Soo MINOR STREET a0o HIGHER - VOLUME OW APPROACH - VP H 20D 10p Figure A. Warrant 3, Peak Hour &2 2 OR MORE LANES & 1 LANE 1W 104- 43D 500 600 700 840 90D IODD 1100 1200 13D4 1400 1500 td00 1700 1800 MAJOR STREET—TOTALOF BOTH APPROACHES — VEHICLES PER HOUR (VPH) 'Note- 1 W vph applies as the Iowet t1wes Wd volume Ior a minor-9#eel approach w4h two or more lanes and 100 vph epp s a$ the lower threshold volume lar a rrrnor-street approach wish ooe lane. Figure 2. Warrant 3, Peak Hour from MUTCD Regarding the inquiry about a road connecting Westmark Drive to Chavenelle Road, there are no plans for such road by the City or by any developer. This idea was suggested by an Embassy West Property Owner. The property between the Westmark subdivision and Chavenelle Road is owned by a private owner, Medical Associates. Their conceptual site plan includes several buildings, parking lots, and storm water detention ponds which occupies the entire site. The City has no plans or budget for a public street connecting Westmark to Chavenelle Road. Additionally, it should be noted that Chavenelle Road is closed due to road reconstruction with Pennsylvania Avenue as the main detour that currently affects traffic flow. Once this reconstruction is completed in late 2021, traffic should improve. The City also plans to construct a roundabout at the Pennsylvania Avenue and Radford Road intersection. The City has already acquired the necessary property for this roundabout. This improvement should provide another efficient alternate route for vehicles to exit Embassy West Subdivision during peak traffic hours on Pennsylvania Avenue. RECOMMENDATION Engineering sent a notice to Buesing Associates Inc. stating that a complete traffic study was not needed for the addition of a drive-thru pharmacy on Westmark Drive. Based on the City's review and study, no improvements are currently necessary due to the new development. In conclusion, no improvements are currently necessary based on the traffic studies, trip generations and warrants for the intersection at Pennsylvania Avenue and Embassy West Drive. cc: Justine Hull, Traffic Engineer Nate Kieffer, Civil Engineer Duane Richter, Traffic Engineer David Ness, Civil Engineer 3 File Name: C:\Program Files (x86)\JAMAR\PetraPro\Data Files\2021-02-24 Penn & Embassey West 7AM to 11AM.ppd Start Date: 2/24/2021 Start Time: 7:00:00 AM Site Code: 00000000 Comment 1: Default Comments Comment 2: Change These in The Preferences Window Comment 3: Select File/Preference in the Main Scree Comment 4: Then Click the Comments Tab EMBASSY WEST PENN EMBASSY WEST PENN Souhbound I Westbound Northbound Eastbound 7:00:00 AM 5 0 11 0 4 80 8 0 2 0 0 0 0 162 2 7:15:00 AM 8 0 16 0 8 172 15 0 2 1 0 0 1 158 1 7:30:00 AM 3 0 15 0 7 85 14 0 3 0 0 0 2 176 4 7:45:00 AM 0 0 12 0 3 104 23 0 2 0 0 0 2 96 0 8:00:00 AM 2 1 11 0 6 81 20 0 0 0 1 0 1 104 0 8:15:00 AM 6 0 9 0 9 81 11 0 6 0 0 0 1 97 1 8:30:00 AM 2 0 8 0 4 65 9 0 2 0 2 0 2 92 0 8:45:00 AM 0 0 12 0 7 59 14 0 3 0 0 0 2 73 0 9:00:00 AM 0 0 10 0 8 57 7 0 2 0 0 0 0 59 0 9:15:00 AM 0 0 6 0 4 51 5 0 5 0 0 0 1 70 0 9:30:00 AM 2 0 7 0 9 58 5 0 3 0 0 0 0 63 1 9:45:00 AM 2 0 7 0 5 51 7 0 2 0 1 0 0 55 2 10:00:00 AM 1 0 3 0 5 46 7 0 4 0 1 0 1 63 0 10:15:00 AM 0 0 6 0 7 53 6 0 6 0 0 0 1 45 1 10:30:00 AM 1 0 7 0 7 65 5 0 6 0 1 0 0 47 0 10:45:00 AM 1 0 6 0 6 67 6 0 9 0 1 0 4 62 0 11:00:00 AM 2 0 6 0 15 79 4 0 5 0 1 0 2 60 1 11:15:00 AM 0 1 6 0 5 78 5 0 5 0 1 0 2 77 0 11:30:00 AM 1 0 4 0 12 58 7 0 7 0 0 0 0 77 1 11:45:00 AM 0 0 9 0 8 77 4 0 11 1 0 0 0 89 2 12:00:00 PM 1 0 8 0 12 72 5 0 15 0 0 0 0 116 2 12:15:00 PM 4 0 8 0 13 84 4 0 8 0 1 0 0 72 1 12:30:00 PM 1 2 10 0 11 99 9 0 8 0 0 0 0 86 2 12:45:00 PM 1 0 11 0 6 111 13 0 4 0 0 0 1 72 3 1:00:00 PM 1 0 9 0 8 82 13 0 3 0 0 0 1 75 0 1:15:00 PM 3 0 9 0 11 75 3 0 6 0 0 0 2 86 1 1:30:00 PM 0 1 6 0 15 111 4 0 3 0 0 0 0 78 0 1:45:00 PM 2 0 4 0 6 88 6 0 2 1 0 0 2 73 0 2:00:00 PM 4 0 10 0 9 110 4 0 3 0 0 0 1 107 1 2:15:00 PM 1 0 8 0 11 142 10 0 7 0 1 0 1 88 1 2:30:00 PM 2 0 2 0 22 160 7 0 4 0 0 0 0 169 2 2:45:00 PM 3 0 10 0 14 110 9 0 8 0 1 0 3 158 1 3:00:00 PM 2 0 10 0 15 78 7 0 5 0 0 0 1 157 3 3:15:00 PM 3 0 9 0 17 101 4 0 7 0 1 0 0 126 2 3:30:00 PM 2 1 11 0 22 91 8 0 10 0 0 0 0 162 5 3:45:00 PM 3 0 7 0 18 107 5 0 7 1 2 0 0 103 7 4:00:00 PM 2 2 4 0 16 82 6 0 15 1 0 0 0 107 2 4:15:00 PM 5 0 9 0 17 100 4 0 12 0 0 0 0 79 0 4:30:00 PM 1 0 8 0 15 91 5 0 20 0 1 0 0 116 3 4:45:00 PM 0 0 6 0 23 88 4 0 17 0 0 0 0 107 2 5:00:00 PM 1 0 11 0 24 115 1 0 28 0 2 0 0 95 2 5:15:00 PM 0 0 7 0 22 112 3 1 16 0 0 0 0 102 4 5:30:00 PM 1 0 11 0 19 92 0 0 4 0 0 0 0 96 5 5:45:00 PM 1 0 8 0 10 89 3 0 7 0 1 0 0 73 2 TOTAL 1 801 81 3671 01 4951 38571 3191 11 3041 51 191 01 341 4228 67 10/18/21, 1:18 PM Mail - Justine Hull - Outlook Embassy West Duane Richter <Drichter@cityofdubuque.org> Wed 9/8/2021 4:59 PM To: Nate Kieffer < Nkieffer@cityofdubuque.org >; Nathan Steffen < Nsteffen@cityofdubuque.org >; Jon Dienst <Jdienst@cityofdubuque.org>; Gus Psihoyos <Gpsihoyo@cityofdubuque.org>; Dave Ness <Dness@cityofdubuque.org>; Justine Hull <Jhull@cityofdubuque.org> In performing the traffic counts at Penn and Embassy west Justine let me know that the peak AM time was from 7- 8 AM. This would also be the time frame when more people are trying to exit the Embassy West subdivision to travel to work. The video was pulled for Feb 24th, 2021, and the following delay values were calculated for vehicles exiting the subdivision. There was a total of 70 vehicles that traveled south on Embassy West of which 54 turned left and 16 and turned right. There were no vehicles that traveled straight through the intersection. The following table will outline the key values. SIB Left SIB Right # of vehicles 54 16 Max Delay 36 36 Average Delay 12.13 10.06 Median Delay 12.5 8 As you can see the average and median delay for southbound vehicles is not very long at all. These values may change as traffic patterns return to pre-covid numbers. We could also run the calculations with current traffic, since only half the students were going to school during this time. Justine is in the process of finishing the traffic counts at the intersection of Penn and Embassy West and will send them out latter. Thanks Duane https://outlook.office365.com/mail/id/AAQkAGJjMWFIZjQOLTBmZWUtNDYzMyliNTJILTA5MzhIM2YyNGU5MgAQABeTXoETYnhEj38UpHGQITQ%3D 1/1 MONDAY AVERAGE TIME INBLT IWBRT JWBLT JSBRT ISBLT JEBRT JEBLT JNBRT 7-7:15 0 0 2.8 0 10.4 0 1 0 7:15-7:30 0 0 4.1 7 18.0 0 0 0 7:30-7:45 0 0 3.4 6.3 12.8 0 0 11 7:45-8 0 0 1.9 0 12 0 0 3 TOTAL 1 01 01 3.11 4.41 13.31 01 11 = TUESDAY AVERAGE TIME NB LT JWBRT JWBLT JSBRT JSBLT JEBRT JEBLT JNBRT 7- 0 0 4.2 6.3 13.5 0 0 0 7:15-7:30 0 0 3.0 14.5 30.5 0 0 0 7:30-7:45 0 0 3.0 1.5 27.1 0 0 5 7:45-8 12 0 2.9 7 12.6 0 0 0 TOTAL 1 121 01 3.31 7.31 20.91 01 01 = WEDNESDAY AVERAGE TIME INBLT IWBRT JWBLT JSBRT ISBLT JEBRT JEBLT JNBRT 7-7:15 0 0 1 0 16 0 0 0 7:15-7:30 0 0 2.7 3.6 28 0 60 0 7:30-7:45 0 0 3.7 4.7 17.1 0 8 0 7:45-8 0 0 2.5 29 15.4 0 3 3.3 TOTAL 1 01 01 2.61 9.31 19.11 01 17.8 O.S THURSDAY AVERAGE TIME JNBLT JWBRT JWBLT JSBRT JSBLT IEBRT JEBLT JNBRT 7-7:15 0 0 4 3 16 0 0 0 7:15-7:30 0 0 3.5 7.5 24.5 0 0 4 7:30-7:45 18 0 3.5 0 36.8 0 0 1 7:45-8 0 0 2.3 0 16.1 0 0 0 TOTAL 1 51 01 31 31 231 01 01 1 Average Delay in Seconds 7A-8A NB LT JWB RT WB LT SB RT SB LT JEB RT JEB LT NB RT 81 01 31 61 191 01 51 3 Max Delay for Mon.-Thurs. 7A-8A NB LT IWB RT WB LT SB RT ISB LT JEB RT JEB LT JNB RT 181 01 371 441 1111 01 601 28 MONDAY TRAFFIC COUNTS 7-7:15 7:15-7:30 7:30-7:45 7:45-8 TOTAL NB LT WB RT WB LT SB RT SB LT EB RT EB LT NB RT TOTAL 0 6 16 4 17 0 2 0 45 0 6 27 6 26 1 0 0 66 0 6 32 3 19 0 0 3 63 0 7 38 0 12 2 0 3 62 0 25 113 13 74 3 2 6 236 TUESDAY TRAFFIC COUNTS 7:15-7:30 7:30-7:45 7:45-8 TOTAL NB LT WB RT WB LT SB RT SB LT EB RT EB LT NB RT TOTAL 0 9 18 3 20 0 1 0 51 0 8 35 4 22 2 0 1 72 0 10 26 4 12 2 1 2 57 2 2 46 2 23 2 0 1 78 2 29 125 13 77 6 2 4 258 WEDNESDAY TRAFFIC COUNTS 7-7:15 7:15-7:30 7:30-7:45 7:45-8 TOTAL NB LT WB RT WB LT SB RT ISB LT EB RT EB LT NB RT TOTAL 0 7 19 0 23 0 0 1 50 0 8 31 5 18 1 1 2 66 0 12 27 3 18 0 2 2 64 0 4 34 1 26 2 1 3 71 0 31 111 9 85 3 4 8 251 THURSDAY TRAFFIC COUNTS 7-7:15 7:15-7:30 7:30-7:45 7:45-8 TOTAL NB LT WB RT WB LT SB RT SB LT EB RT EB LT NB RT TOTAL 0 3 19 1 21 2 1 0 47 0 9 28 4 23 1 0 2 67 1 9 29 1 11 0 2 3 56 0 0 41 1 18 4 0 2 66 1 21 117 7 73 7 3 7 236 Traffic Counts 7A-8A JNB LT JWB RT JWB LT JSB RT JSB LT JEB RT JEB LT NB RT ITOTAL 31 1061 4661 421 3091 191 11 25 981 0.3% 10.8% 47.5% 4.3% 31.5% 1.9% 1.1% 2.5% ADT* 245 *only for turning vehicles, there is no through movement counts associated with this study. For Embassy West & Penn, an average daily traffic for TURNING vehicles is 245. With the westbound left turners -to go south on Embassy West -near half of the vehicles that are turning. But for the westbound left turners, only an average of 3 seconds of delay to turn is shown, with a max of 37 seconds. The southbound left turners from Embassy West average 19 seconds to make their turn and are the next largest portion of turners for this intersection. The max delay is 111 seconds. r�DaT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Crash Severity 22 Fatal Crash 0 Suspected Serious Injury Crash 0 Suspected Minor Injury Crash 3 Possible/Unknown Injury Crash 3 Property Damage Only 16 Property/Vehicles/Occupants Property Damage Total (dollars): 137,050.00 Average (per crash dollars): 6,229.55 Total Vehicles: 48.00 Average (per crash): 2.18 Total Occupants: 61.00 Average (per crash): 2.77 Injury Status Summary 12 Fatalities 0 Suspected serious/incapacitating 0 Suspected minor/non-incapacitating 4 Possible (complaint of pain/injury) 8 Unknown 0 IAverage Severity Fatalities/Fatal Crash: 0.00 Fatalities/Crash: 0.00 Injuries/Crash: 0.55 Major Injuries/Crash: 0.00 Minor Injuries/Crash: 0.18 Possible/Unknown Injuries/Crash: 0.36 10/18/2021 1 of 10 a a • ENNSVLy NIA AVE PENNS0 NIA AVE • • 0 00 0 p - 0 912 DOT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Time of Day/Day of Week 12 AM 2 AM 4 AM 6 AM 8 AM 10 AM Noon 2 PM 4 PM 6 PM 8 PM 10 PM Not to to 4 to 6 to 8 to to to 2 to 4 to 6 to 8 to to reporte Day of Week 2 AM AM AM AM 10 AM Noon PM PM PM PM 10 PM 12 AM d Total Sunday 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Monday 0 0 0 1 1 0 0 3 1 0 0 0 0 6 Tuesday 0 0 0 0 0 0 0 0 2 0 0 0 0 2 Wednesday 0 0 0 0 0 0 1 0 2 1 0 0 0 4 Thursday 0 0 0 3 0 0 1 3 0 0 0 0 0 7 Friday 0 0 0 0 0 1 1 1 0 0 0 0 0 3 Saturday 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 4 1 1 3 7 5 1 0 0 0 22 Month 22 January 1 February 2 March 1 April 3 May 3 June 2 July 2 August 2 September 2 October 2 November 1 December 1 Not reported 0 Lighting 22 Daylight 20 Darkness 0 Morning Twilight (dawn 30 minutes after sunri... 1 Evening Twilight (dusk 30 minutes before suns... 1 Unknown 0 Weather Conditions 22 Clear 13 Cloudy 7 Fog, smoke, smog 0 Freezing rain/drizzle 0 Rain 2 Sleet, hail 0 Snow 0 Blowing snow 0 Severe winds 0 Blowing sand, soil, dirt 0 Not reported 0 Other 0 Unknown 0 Contributing Circumstance - Environment 22 None apparent 22 Weather conditions 0 Visual obstruction 0 Non -motorist action 0 Glare 0 Animal in roadway 0 Severe crosswind 0 Not reported 0 Other 0 Unknown 0 Light Condition 22 Daylight 21 Dusk 0 Dawn 0 Dark - roadway lighted 1 Dark - roadway not lighted 0 Dark - unknown roadway lighting 0 Unknown 0 Not reported 0 Surface Conditions 22 Dry 18 Wet 3 Ice/frost 0 Snow 1 Slush 0 Mud, dirt 0 Water (standing or moving) 0 Sand 0 Oil 0 Gravel 0 Not reported 0 Other 0 Unknown 0 10/18/2021 2of10 7-,�DaT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Major Cause 21 Animal 0 Ran traffic signal 0 Ran stop sign 1 Failed to yield to emergency vehicle 0 FTYROW: At uncontrolled intersection 0 FTYROW: Making right turn on red signal 0 FTYROW: From stop sign 3 FTYROW: From yield sign 0 FTYROW: Making left turn 9 FTYROW: From driveway 0 FTYROW: From parked position 1 FTYROW: To pedestrian 0 FTYROW: Other 0 Drove around RR grade crossing gates 0 Disregarded RR Signal 0 Crossed centerline (undivided) 0 Crossed median (divided) 0 Traveling wrong way or on wrong side of road 0 Aggressive driving/road rage 0 Driving too fast for conditions 0 Exceeded authorized speed 0 Improper or erratic lane changing 2 Operating vehicle in an reckless, erratic, ca... 0 Followed too close 0 Passing: On wrong side 0 Passing: Where prohibited by signs/markings 0 Passing: With insufficient distance/inadequa... 0 Passing: Through/around barrier 0 Passing: Other passing 0 Made improper turn 1 Driver Distraction: Manual operation of an e... 0 Driver Distraction: Talking on a hand-held d... 0 Driver Distraction: Talking on a hands free ... 0 Driver Distraction: Adjusting devices (radio... 0 Driver Distraction: Other electronic device ... 0 Driver Distraction: Passenger 0 Driver Distraction: Unrestrained animal 0 Driver Distraction: Reaching for object(s)/f... 0 Driver Distraction: Inattentive/lost in thou... 0 Driver Distraction: Other interior distracti... 0 Driver Distraction: Exterior distraction 0 Ran off road - right 0 Ran off road - straight 0 Ran off road - left 0 Lost control 4 Swerving/Evasive Action 0 Over correcting/over steering 0 Failed to keep in proper lane 0 Failure to signal intentions 0 Traveling on prohibited traffic way 0 Vehicle stopped on railroad tracks 0 Other: Vision obstructed 0 Other: Improper operation 0 Other: Disregarded warning sign 0 Other: Disregarded signs/road markings 0 Other: Illegal off -road driving 0 Downhill runaway 0 Separation of units 0 Towing improperly 0 Cargo/equipment loss or shift 0 Equipment failure 0 Oversized load/vehicle 0 Other: Getting off/out of vehicle 0 Failure to dim lights/have lights on 0 Improper backing 0 Improper starting 0 Illegally parked/unattended 0 Driving less than the posted speed limit 0 Operator inexperience 0 Other 0 Unknown 0 Not reported 0 Other: No improper action 0 10/18/2021 3 of 10 7-,�DaT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Manner of Crash Collision 22 Non -collision (single vehicle) 0 Head-on (front to front) 0 Rear -end (front to rear) 2 Angle, oncoming left turn 10 Broadside (front to side) 4 Sideswipe, same direction 5 Sideswipe, opposite direction 1 Rear to rear 0 Rear to side 0 Not reported 0 Other 0 Unknown 0 Location of First Harmful Event 22 On roadway 22 Shoulder 0 Median 0 Roadside 0 Gore 0 Outside trafficway 0 In parking lane/zone 0 Continuous left turn lane 0 Separator 0 Not reported 0 Other 0 Unknown 0 Event Summary - Non -Collision Total Vehicles: 48 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Overturn/rollover 0 0 0 0 0 0 Jackknife 0 0 0 0 0 0 Non -contact vehicle (phantom) 0 0 0 0 0 0 Vehicle went airborne 0 01 0 0 0 0 Fell/jumped from vehicle 10/18/2021 4 of 10 DOT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Event Summary - Collision With Total Vehicles: 48 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Thrown or falling object 0 0 0 0 0 0 Animal 0 0 0 0 0 0 Non -motorist (see non -motorist section - NOT ... 22 48 48 1 0 0 Vehicle in traffic 0 0 0 1 0 0 Re-entering roadway 0 0 0 0 0 0 Parked motor vehicle 0 0 0 0 0 0 Work zone maintenance equipment 0 0 0 0 0 0 Railway vehicle/train 0 0 0 0 0 0 Struck/struck by object/cargo/person from oth... 0 0 0 0 0 0 Other non -fixed object Event Summary - Collision With Fixed Object Total Vehicles: 48 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Bridge overhead structure 0 0 0 0 0 0 Bridge pier or support 0 0 0 0 0 0 Bridge/bridge rail parapet 0 0 0 0 0 0 Curb/island/raised median 0 0 0 0 0 0 Ditch 0 0 0 0 0 0 Embankment 0 0 0 0 0 0 Ground 0 0 0 0 0 0 Culvert/pipe opening 0 0 0 0 0 0 Guardrail - face 0 0 0 0 0 0 Guardrail - end 0 0 0 0 0 0 Concrete traffic barrier (median or right sid... 0 0 0 0 0 0 Other traffic barrier 0 0 0 0 0 0 Cable barrier 0 0 0 0 0 0 Impact attenuator/crash cushion 0 0 0 0 0 0 Utility pole/light support 0 0 0 1 0 0 Traffic sign support 0 0 0 0 0 0 Traffic signal support 0 0 0 0 0 0 Other post/pole/support 0 0 0 0 0 0 Fire hydrant 0 0 0 0 0 0 Mailbox 0 0 0 0 0 0 Tree 0 0 0 0 0 0 Landscape/shrubbery 0 0 0 0 0 0 Snow bank 0 0 0 0 0 0 Fence 0 0 0 0 0 0 Wall 0 0 0 0 0 0 Building 0 0 0 0 0 0 Other fixed object 10/18/2021 5 of 10 ��i1t1�1 Iowa Crash Analysis Tool � Crash Characteristics 7� DOT 2011-2021 Event Summary - Miscellaneous Events Total Vehicles: 48 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Fire/explosion 0 0 0 0 0 0 Immersion 0 0 0 1 0 0 Hit and run 0 0 0 0 0 0 Eluding law enforcement 0 0 0 0 0 0 Gas inhalation/asphyxiation 0 0 0 0 0 0 Vehicle out of gear/rolled Fixed Object Struck 48 Bridge overhead structure 0 Bridge pier or support 0 Bridge/bridge rail parapet 0 Curb/island/raised median 0 Ditch 0 Embankment 0 Ground 0 Culvert/pipe opening 0 Guardrail - face 0 Guardrail - end 0 Concrete traffic barrier (median or right sid... 0 Other traffic barrier 0 Cable barrier 0 Impact attenuator/crash cushion 0 Utility pole/light support 0 Traffic sign support 1 Traffic signal support 0 Other post/pole/support 0 Fire hydrant 0 Mailbox 0 Tree 0 Landscape/shrubbery 0 Snow bank 0 Fence 0 Wall 0 Building 0 Other fixed object 0 None (no fixed object struck) 47 Drug/Alcohol Related 22 Drug 0 Alcohol (< Statutory) 0 Alcohol (Statutory) 0 Drug and Alcohol (< Statutory) 0 Drug and Alcohol (Statutory) 0 Refused 0 Under Influence of Alcohol/Drugs/Medications 0 None Indicated 22 Non -Motorist Type 0 Pedestrian 0 Pedalcyclist (bicycle/tricycle/unicycle/pedal... 0 Pedalcycle passenger 0 In or on building 0 Horse and buggy 0 Skater, personal conveyance, wheelchair 0 Not reported 0 Other non -motorist 0 Unknown 0 10/18/2021 6 of 10 ��DaT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Road Classifiction 22 Interstate 0 US Route 0 Iowa Route 0 Secondary Road 0 Municipal Road 22 Institutional Road 0 Other 0 Unknown 0 Work Zone Type 0 Lane closure 0 Lane switch/crossover 0 Work on shoulder or median 0 Intermittent or moving work 0 Not reported 0 Other 0 Unknown 0 Work Zone Location 0 Before work zone warning sign 0 Advance warning area 0 Transition area 0 Within or adjacent to work activity 0 Termination area 0 Not reported 0 Other 0 Unknown 0 Work Zone Activity 0 Construction 0 Maintenance 0 Utility 0 Not reported 0 Other 0 Unknown 0 Workers Present 0 Workers only 0 No workers present 0 Workers and officer present 0 Law enforcement only 0 No one present 0 Not reported 0 Other 0 Unknown 0 Intersection Classification 22 Interstate - Interstate 0 Interstate - US Route 0 Interstate - IA Route 0 Interstate - Secondary 0 Interstate - Municipal 0 Interstate - Institutions 0 US Route - US Route 0 US Route - IA Route 0 US Route - Secondary 0 US Route - Municipal 0 US Route - Institutions 0 IA Route - IA Route 0 IA Route - Secondary 0 IA Route - Municipal 0 IA Route - Institutions 0 Secondary - Secondary 0 Secondary - Municipal 0 Secondary - Institutions 0 Municipal - Municipal 20 Municipal - Institutions 0 Institutions - Institutions 0 Not Indicated as an Intersection 2 Unlocated or Unknown 0 Contributing Circumstance - Road 22 None apparent 21 Surface condition (e.g., wet, icy) 1 Debris 0 Ruts/holes/bumps 0 Work Zone (roadway -related) 0 Slippery, loose, or worn surface 0 Obstruction in roadway 0 Traffic control obscured 0 Shoulders (none, low, soft, high) 0 Non -highway work 0 Traffic backup, prior crash 0 Traffic backup, regular congestion 0 Traffic backup, prior non -recurring incident 0 Disabled vehicle 0 Not reported 0 Other 0 Unknown 0 Work Zone Related 0 Yes 0 No 0 Unknown 0 Not reported 0 10/18/2021 7of10 DOT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Crash Severity - Annual Suspected Serious Suspected Minor Possible/Unknown Property Damage Crash Year Fatal Crash Injury Crash Injury Crash Injury Crash Only Total 2011 0 0 0 0 2 2 2012 0 0 0 0 1 1 2013 0 0 0 1 4 5 2014 0 0 0 0 0 0 2015 0 0 1 0 2 3 2016 0 0 0 0 3 3 2017 0 0 0 0 1 1 2018 0 0 1 0 1 2 2019 0 0 0 1 2 3 2020 0 0 0 1 0 1 2021 0 0 1 0 0 1 Total 0 0 3 3 16 22 SeverityNear 6- 5- 4- Fatal Crash Suspected Serious Injury 3 Crash Suspected Minor Injury Crash Possible/Unknown Injury Crash 2 Property Damage Only 0 2012 2014 2016 2018 2020 10/18/2021 8 of 10 C�DOT Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Injury Status - Annual Suspected Suspected Possible serious/incapac minor/non- (complaint of Crash Year Fatalities itating incapacitating pain/injury) Unknown Total 2011 0 0 0 0 0 0 2012 0 0 0 0 0 0 2013 0 0 0 1 0 1 2014 0 0 0 0 0 0 2015 0 0 2 0 0 2 2016 0 0 0 0 0 0 2017 0 0 0 0 0 0 2018 0 0 1 0 0 1 2019 0 0 0 2 0 2 2020 0 0 0 1 0 1 2021 0 0 1 4 0 5 Total 0 0 4 8 0 12 Injury StatusNear 6- 5- 4— Fatalities 3 Suspected serious/incapacitating Suspected minor/non-incapacitating Possible (complaint of pain/injury) Unknown 2 0 2012 2014 2016 2018 2020 10/18/2021 9 of 10 C�DOT Meeting the following criteria Iowa Crash Analysis Tool Crash Characteristics 2011-2021 Jurisdiction: Statewide Year: 2011, 2012, 2013, 2014, 2015, 2016, 2017, 2018, 2019, 2020, 2021 Map Selection: Yes Filter: None lyst Information 10/18/2021 10 of 10 Z17SING S ocla s, Inc. Nate Kieffer, PE, PLS City of Dubuque Engineering Department 50 West 13' Street Dubuque, IA 52001 Re: Grand River Medical Group Medical Office Building, Westmark Drive Buesing & Associates Project No.: 20233 Dear Nate, 1212 Locust Street Dubuque, IA 52001 (563) 556-4389 www.buesing.com February 11, 2021 Revised August 24, 2021 According to the request from the City of Dubuque Engineering Department, we have completed the traffic generation calculations for the above referenced site. The owner has provided the following information: "The new clinic will be a 3-story building totaling 45,532 square feet. The initial buildout will include 1 '/2 stories and be the new home for their Family Medicine Clinic currently located at 320 N. Grandview Ave. with room for growth and expansion. The hours of operations will be 7am — 5pm." In August 2021, it was decided to add a pharmacy addition to the building currently under construction. The addition will consist of a 450 sf increase in the footprint, plus a drive through pick up lane. The proposed trip generations are summarized in the table below. There were two options for the Independent Variable. These were by number of employees and by 1000 sq ft of gross floor area. We listed both and let you decide which is appropriate to use in your models of the adjacent roads for the initial construction. For the fully developed condition, we only provided the number of employees as the independent variable since the 1000 sq ft of gross floor data set did not extend beyond 31 k. Initial — Medical Office Buildin Full Developed Pharmacy Addition 40 Employees 22.8k SF GFA 80 Employees 0.45k SF GFA 2 employees Weekday 517 866 841 49 138 AM Peak 55 118 86 4 13 PM Peak 50 105 80 5 16 We attempted to include the trips generated solely by the pharmacy addition, the minimum data sets available for the Independent Variable of number of employees was 12, and the minimum gross floor area was 1,420 sf. This indicates the trips associated with the pharmacy size being proposed are not accurate. We have included those above for at least an attempt to account for the addition. We believe that the majority of the patrons using the pharmacy will be patients at the site already for an appointment. When reviewing the information, please keep the following facts in mind: 1. The area we are proposing to build was initially developed around 1992. The development was intended at that time to be an office park, with medical offices being specially an allowed use in the PUD. 2. Since 1992, there has been considerable development along this corridor. Eleanor Roosevelt Middle School was built. Carver Elementary School was built. Several residential subdivisions to the west have been created that as well would use Pennsylvania Ave as their daily commute route. 3. Pennsylvania Ave is classified as four lane minor arterial, and the adjacent Northwest Arterial is a four -lane divided arterial. Page 1 of 2 Grand River Medical Group B&A Project No. 20233 I/ES°��n'O Revised August 24, 2021 S gg§0f g' Gt1Go 5 ff SURI/EY01'S I have also included the output from the ITE TripGen Application to the end of this letter. Please review and let me know if you have any questions. Respectfully submitted, Buesing & Associates, Inc. Patrick J. Norton, P.E., LEED AP Sr Civil Engineer, Shareholder Enc: ITE TripGen Output (15) Page 2 of 2 2/9/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=AWDVTE&x=40&edition=544&IocationCode=General Urban/Su... Clinic (630) Vehicle Trip Ends vs: Employees On a: Weekday Setting/Location: Number of Studies: Avg. Num. of Employees: Directional Distribution: General Urban/Suburban 4 169 50% entering, 50% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 9.25 8.55 - 13.42 1.61 Data Plot and Equation Caution — Small Sample Size 4,000 ' , , 3,000 , , , , ' , , , U , ' LL1 ' a u 2,000 , , , 1,000 , , , , , X , , 517 X' 376 00 100 200 300 400 500 X = Number of Employees X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 8.12(X) + 191.73 Rz= 1.00 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=AWDVTE&x=40&edition=544&IocationCode=General Urban/Suburban&co... 1/1 2/9/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TAGEN&x=40&edition=544&IocationCode=General Urban/Sub... Clinic (630) Vehicle Trip Ends vs: Employees On a: Weekday, AM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 9 Avg. Num. of Employees: 79 Directional Distribution: 54% entering, 46% exiting Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 1.08 0.80 - 13.50 0.89 Data Plot and Equation 400 300 U) w a H u H 200 100 , , , , , , , , , , , , X ' 5� ON 0 100 200 300 X = Number of Employees X Study Site Fitted Curve Fitted Curve Equation: T = 0.76(X) + 24.66 400 500 - - - - Average Rate Rz= 0.98 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TAGEN&x=40&edition=544&IocationCode=General Urban/Suburban&count... 1/1 2/9/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TPGEN&x=40&edition=544&IocationCode=General Urban/Sub... Clinic (630) Vehicle Trip Ends vs On a Setting/Location Number of Studies Avg. Num. of Employees Directional Distribution Employees Weekday, PM Peak Hour of Generator General Urban/Suburban 9 79 48% entering, 52% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 1.00 0.78 - 14.00 0.91 Data Plot and Equation 400 , , , 300 ' ' U w a , u H , 200 , , , , 100 , X 50 1' - ,X 00 100 200 300 400 500 X = Number of Employees X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 0.75(X) + 19.75 Rz= 0.97 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TPGEN&x=40&edition=544&IocationCode=General Urban/Suburban&coun... 1/1 2/9/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=QFQAF&timeperiod=AWDVTE&x=22.7&edition=544&IocationCode=General Urb... Clinic (630) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 3 Avg. 1000 Sq. Ft. GFA: 21 Directional Distribution: 50% entering, 50% exiting A vehicle i rip generation per .1 uuu aq. R. "r-A Average Rate Range of Rates Standard Deviation 38.16 25.25 - 86.21 30.18 Data Plot and Equation Caution — Small Sample Size 1,200 X 1,000 ' 866 ' 800 ; X w a u � 600 i i X 400 i i 200 i i 00 i i 10 20 I 30 40 X = 1000 Sq. Ft. GFA X Study Site - - - - Average Rate Fitted Curve Equation: Not Given Rz= **** Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=QFQAF&timeperiod=AWDVTE&x=22.7&edition=544&IocationCode=General Urban/Suburban... 1/1 2/9/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=QFQAF&timeperiod=TAGEN&x=22.7&edition=544&IocationCode=General Urban/... Clinic (630) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, AM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 8 Avg. 1000 Sq. Ft. GFA: 10 Directional Distribution: 58% entering, 42% exiting A vehicle i rip generation per .1 uuu aq. R. "r-A Average Rate Range of Rates Standard Deviation 5.22 2.22 - 15.00 3.37 Data Plot and Equation 200 150 U) w °- 118 X ---------------------------------- 100 X i 94 X 50 X XX X 00 10 20 30 40 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: Ln(T) = 0.71 Ln(X) + 2.33 Rz= 0.65 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=QFQAF&timeperiod=TAGEN&x=22.7&edition=544&IocationCode=General Urban/Suburban&... 1/1 2/9/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TPGEN&x=40&edition=544&IocationCode=General Urban/Sub... Clinic (630) Vehicle Trip Ends vs On a Setting/Location Number of Studies Avg. Num. of Employees Directional Distribution Employees Weekday, PM Peak Hour of Generator General Urban/Suburban 9 79 48% entering, 52% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 1.00 0.78 - 14.00 0.91 Data Plot and Equation 400 , , , 300 ' ' U w a , u H , 200 , , , , 100 , X 50 1' - ,X 00 100 200 300 400 500 X = Number of Employees X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 0.75(X) + 19.75 Rz= 0.97 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TPGEN&x=40&edition=544&IocationCode=General Urban/Suburban&coun... 1/1 2/11/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=AWDVTE&x=80&edition=544&IocationCode=General Urban/S... Clinic (630) Vehicle Trip Ends vs: Employees On a: Weekday Setting/Location: Number of Studies: Avg. Num. of Employees: Directional Distribution: General Urban/Suburban 4 169 50% entering, 50% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 9.25 8.55 - 13.42 1.61 Data Plot and Equation Caution — Small Sample Size 4,000 ' 3,000 ' U ' LL1 ' a u 2,000 1,000 841 740 ' X' 00 100 200 300 400 500 X = Number of Employees X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 8.12(X) + 191.73 Rz= 1.00 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=AWDVTE&x=80&edition=544&IocationCode=General Urban/Suburban&co... 1/1 2/11/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TAGEN&x=80&edition=544&IocationCode=General Urban/Su... Clinic (630) Vehicle Trip Ends vs On a Setting/Location: Number of Studies: Avg. Num. of Employees: Directional Distribution: Employees Weekday, AM Peak Hour of Generator General Urban/Suburban 9 79 54% entering, 46% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 1.08 0.80 - 13.50 0.89 Data Plot and Equation 400 , , 300 , , w , ' a H u 200 , , , 100 , 86 X 85 , , 00 180 100 200 300 400 500 X = Number of Employees X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 0.76(X) + 24.66 Rz= 0.98 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TAGEN&x=80&edition=544&IocationCode=General Urban/Suburban&count... 1/1 2/11/2021 https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TPGEN&x=80&edition=544&IocationCode=General Urban/Su... Clinic (630) Vehicle Trip Ends vs On a Setting/Location Number of Studies Avg. Num. of Employees Directional Distribution Employees Weekday, PM Peak Hour of Generator General Urban/Suburban 9 79 48% entering, 52% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 1.00 0.78 - 14.00 0.91 Data Plot and Equation 400 300 ' U w a �. u H 200 100 X 80 80 X 'X X 00 100 200 300 400 500 X = Number of Employees X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 0.75(X) + 19.75 Rz= 0.97 Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=630&ivlabel=EMP&timeperiod=TPGEN&x=80&edition=544&IocationCode=General Urban/Suburban&coun... 1/1 8/24/2021 https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=QFQAF&timeperiod=AWDVTE&x=0.45&edition=544&IocationCode=General Ur... Pharmacy/Drugstore with Drive -Through Window (881) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 16 Avg. 1000 Sq. Ft. GFA: 13 Directional Distribution: 50% entering, 50% exiting A vehicle i rip generation per .1 uuu aq. R. "r-A Average Rate Range of Rates Standard Deviation 109.16 65.05 - 329.35 38.33 Data Plot and Equation 2,500 X X 2,000 X U) X w a 1,500 X X u 'X X X 1,000 X X XX 500 X 49 00 5 10 15 20 X = 1000 Sq. Ft. GFA X Study Site - - - - Average Rate Fitted Curve Equation: Not Given Rz= **** Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=QFQAF&timeperiod=AWDVTE&x=0.45&edition=544&IocationCode=General Urban/Suburban... 1/1 8/24/2021 https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=QFQAF&timeperiod=TAGEN&x=0.45&edition=544&IocationCode=General Urba... Pharmacy/Drugstore with Drive -Through Window (881) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, AM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 23 Avg. 1000 Sq. Ft. GFA: 12 Directional Distribution: 50% entering, 50% exiting vehicle i rip Generation per .1 uuu aq. R. GrH Average Rate Range of Rates Standard Deviation 9.13 4.91 - 42.22 3.85 Data Plot and Equation 300 U) a c w n 200 H i H 100 0 r _1u 0 5 10 15 20 X = 1000 Sq. Ft. GFA Study Site Fitted Curve Equation: Not Given - - - - Average Rate R2= .*.* Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=QFQAF&timeperiod=TAGEN&x=0.45&edition=544&IocationCode=General Urban/Suburban&... 1/1 8/24/2021 https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=QFQAF&timeperiod=TPGEN&x=0.45&edition=544&IocationCode=General Urba... Pharmacy/Drugstore with Drive -Through Window (881) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, PM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 15 Avg. 1000 Sq. Ft. GFA: 13 Directional Distribution: 50% entering, 50% exiting A vehicle i rip generation per .1 uuu aq. R. GFA Average Rate Range of Rates Standard Deviation 11.32 6.51 - 51.37 4.93 Data Plot and Equation 300 X U) w 2- 200 u X X X X X 100 X X X X X 5 00 5 10 15 20 X = 1000 Sq. Ft. GFA X Study Site - - - - Average Rate Fitted Curve Equation: Not Given Rz= **** Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=QFQAF&timeperiod=TPGEN&x=0.45&edition=544&IocationCode=General Urban/Suburban&... 1/1 8/24/2021 https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=EMP&timeperiod=AWDVTE&x=2&edition=544&IocationCode=General Urban/Su... Pharmacy/Drugstore with Drive -Through Window (881) Vehicle Trip Ends vs: Employees On a: Weekday Setting/Location Number of Studies Avg. Num. of Employees Directional Distribution General Urban/Suburban 4 22 50% entering, 50% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 69.17 39.00 - 164.40 50.80 Data Plot and Equation Caution — Small Sample Size 2,500 X 2,000 U) X w a 1,500 X H u H 1,000 500 X 138 00 10 20 30 40 X = Number of Employees X Study Site - - - - Average Rate Fitted Curve Equation: Not Given Rz= **** Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=EMP&timeperiod=AWDVTE&x=2&edition=544&IocationCode=General Urban/Suburban&cou... 1/1 8/24/2021 https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=EMP&timeperiod=TAGEN&x=2&edition=544&IocationCode=General Urban/Sub... Pharmacy/Drugstore with Drive -Through Window (881) Vehicle Trip Ends vs On a Setting/Location Number of Studies Avg. Num. of Employees Directional Distribution Employees Weekday, AM Peak Hour of Generator General Urban/Suburban 4 22 50% entering, 50% exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 6.60 4.00 - 16.20 5.10 Data Plot and Equation Caution — Small Sample Size 300 X U) w 2- 200 H u H X X 100 X 13 -- ; 0 0 10 20 30 40 X = Number of Employees X Study Site - - - - Average Rate Fitted Curve Equation: Not Given Rz= **** Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=EMP&timeperiod=TAGEN&x=2&edition=544&IocationCode=General Urban/Suburban&counte... 1/1 8/24/2021 https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=EMP&timeperiod=TPGEN&x=2&edition=544&IocationCode=General Urban/Sub... Pharmacy/Drugstore with Drive -Through Window (881) Vehicle Trip Ends vs On a Setting/Location Number of Studies Avg. Num. of Employees Directional Distribution Employees Weekday, PM Peak Hour of Generator General Urban/Suburban 4 22 49% entering, 51 % exiting /ehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 7.79 5.06 - 16.07 4.51 Data Plot and Equation Caution — Small Sample Size 300 X U) w 2- 200 ~ X X 100 X 16 00 10 20 30 40 X = Number of Employees X Study Site - - - - Average Rate Fitted Curve Equation: Not Given Rz= **** Trip Gen Manual, 10th Ed + Supplement • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=881&ivlabel=EMP&timeperiod=TPGEN&x=2&edition=544&IocationCode=General Urban/Suburban&count... 1/1 STATE OF IOWA SS: DUBUQUE COUNTY CERTIFICATE OF PUBLICATION I, Kathy Goetzinger, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher of the Telegraph Herald, a newspaper of general circulation published in the City of Dubuque, County of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper on the following dates: 10/08/2021 and for which the charge is 34.09 Subscribed to before me, a Notary Pub ' n and for Dubuque County, Iowa, this 8th day of October, 2021 Notary n blic in and for Dubu ue County, Iowa. hike, JANET K. PAPE Com®lealon Number MOM ,. IMY Comm. Up. DEC 11, 2( Ad text : CITY OF DUBUQUE, IOWA OFFICIAL NOTICE PUBLIC NOTICE is hereby given that the Dubuque City Council will conduct public hearings on the 18th day of October, 2021, at 6:30 p.m., in the Historic Federal Building, 350 W. 6th Street, 2nd floor, Dubuque, Iowa, on the following: REZONINGS 1. Request from Christopher Kidd and Associates, LLC to amend the Westmark PUD to allow drive -through pick-up windows for pharmacies for property located at 4025 Westmark Drive. 2. Request from Joe Behan to rezone property located at 684 Kane St. from R-1 Single Family Residential to R-3 Moderate Density Multi -Family Residential to build a three -unit townhouse. At the meeting, the City Council will receive oral and written comments from any resident or property owner of said City to the above action. The official agenda will be posted the Friday before the meeting and will contain public input options. The City Council agenda can be accessed at https://cityofdubuque.novusagenda.com/AgendaPublic/ or by contacting the City Clerk's Office at 563-589-4100, ctyclerk@cityofdubuque.org. At said time and place of public hearings all interested citizens and parties will be given an opportunity to be heard for or against said proposal. Written comments regarding the above public hearings may be submitted to the City Clerks Office via email at ctyclerk@cityofdubuque.org or by mail to City Clerk's Office, City Hall, 50 W. 13th St., Dubuque, IA 52001, before said time of public hearing. At said time and place of public hearings the City Council will receive any written comments. Copies of supporting documents for the public hearings are on file in the City Clerk's Office and may be viewed Monday through Friday between 8:00 a.m. and 5:00 p.m. Individuals with limited English proficiency, vision, hearing, or speech impairments requiring special assistance should contact the City Clerk's Office at (563) 589-4100, TDD (563) 690-6678, ctyclerk@cityofdubuque.org as soon as feasible. Deaf or hard -of -hearing individuals can use Relay Iowa by dialing 711 or (800) 735-2942. Adrienne N. Breitfelder, City Clerk It 10/8 STATE OF IOWA SS: DUBUQUE COUNTY CERTIFICATE OF PUBLICATION I, Kathy Goetzinger, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher of the Telegraph Herald, a newspaper of general circulation published in the City of Dubuque, County of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper on the following dates: 10/22/2021 and for which the charge is 228.86 / l Subscribed to before me, a Notary Publ in and for Dubuque County, Iowa, this 22nd day of October, 2021 \a Notary P b is in and for Dubuque County, Iowa. �`;i ••- JANET K. PAPE Commission Number 199559 =- My Comm. Ezp, DEC 11, 2022 Ad text : OFFICIAL PUBLICATION ORDINANCE NO. 34-21 AN ORDINANCE AMENDING TITLE 16 OF THE UNIFIED DEVELOPMENT CODE OF THE CITY OF DUBUQUE CODE OF ORDINANCES BY RESCINDING ORDINANCE 41-91 WHICH PROVIDES REGULATIONS FOR A PUD PLANNED UNIT DEVELOPMENT DISTRICT WITH A PC PLANNED COMMERCIAL DESIGNATION FOR THE WESTMARK CORPORATE CENTER AND ADOPTING AMENDED PUD ORDINANCE TO ALLOW DRIVE -THROUGH PHARMACIES WHEN ASSOCIATED WITH PERMITTED PRINCIPAL AND ACCESSORY USES NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: Section 1. That Title 16 of the City of Dubuque Code of Ordinances, Unified Development Code, is hereby amended by rescinding Ordinance 41-91 for the hereinafter described property which provides regulations for a Planned Unit Development District with a PC Planned Commercial District designation for Westmark Corporate Center, and now being amended to allow drive -through pharmacies when associated with permitted principal and accessory uses, to wit: Lot 1 Westmark, Lot 1-2 Westmark, Lot 1-3 Westmark, Lot 2-3 Westmark, Lot 2 Westmark No. 2, Lot 1 Westmark No. 3, Lot 3 Westmark No 2, all in the City of Dubuque, Iowa. Section 2. Attached hereto and made a part of this ordinance is the original Conceptual Development Plan and Landscape Plan, per Ordinance 41-91, for the Westmark Corporate Center PUD marked Exhibit A. It is recognized that minor shifts or modifications to the general plan layout may be necessary and compatible with the need to acquire workable street patterns, grades, and usable building sites. The general plan layout, including the relationship of land uses to the general plan framework and the development requirements shall be used as the implementation guide. Section 3. Westmark Corporate Center PUD Development Regulations A."Use Regulations: The following regulations shall apply to all uses made of land in the above -described PC Planned Commercial District: 1. "Principal permitted uses: The following uses are permitted in the Westmark Corporate Center PUD: a. "General Office b. "Medical Office/Clinic c."Dental/Medical Lab d. "Indoor Restaurant, within primary office building only e."Drive-up automated Bank Teller f. "Business Services, excluding janitorial services, carpet and upholstery cleaning, painting and decorating, sign painting, and swimming pool maintenance g."Banks/Savings and Loans/Credit Unions h. "Office Supply i."Indoor Recreation Facilities j . "Printing/Publi shi ng k. "Parking Structures 1."Group Day Care Center 2. "Accessory Uses: The accessory uses shall be limited to any use customarily incidental and subordinate to the principal use. Outdoor storage shall not be permitted. 3. "All operations and activities associated with permitted principal and accessory uses shall be conducted or maintained within completely enclosed buildings except: a. "Off-street parking b. "Employee recreation facilities c."Drive-up bank facilities d."Group day care center outdoor recreation space e."Open air restaurant seating f. "Drive -through pharmacies B."Lot and Bulk Regulations The development of land in the Westmark Corporate Center PUD shall be regulated as follows: L'All structures shall be a minimum of thirty (30) feet from the front property line adjoining Pennsylvania Avenue, a minimum of twenty (20) feet from the front property line adjoining the right-of-way easement which adjoins the Northwest Arterial and a minimum of twenty (20) feet from the front property lines adjoining any interior street. 2. "No building or structure built north of a line drawn along the east -west interior street, as shown on the conceptual development plan map, and extending directly eastward to the property line shall exceed forty (40) feet in height; no building or structure on the remainder of the property shall exceed sixty (60) feet in height. C. "Parking Requirements 1. "The off-street parking requirements for the principal permitted uses allowed in the herein described PC Planned Commercial District shall be one (1) space for each three hundred fifty (350) square feet of floor area, with the exception of any public restaurant, which will provide one (1) space for every four (4) permanent seats plus one (1) space for each employee on the maximum shift. Floor area will not include underground parking structures. 2. "The construction of off-street parking spaces may be phased in proportion to the percentage of total building floor area constructed at any one time. Ground area set aside for future parking, or driveways or for parking provided in excess of the minimum required number of parking spaces shall not reduce the minimum required area for open space. 3. "All parking, maneuvering and driveway areas shall be surfaced with a minimum of either an eight (8) inch rolled stone base and two and one-half (2-1/2) inch asphaltic concrete mat or a six (6) inch Portland cement concrete pavement. Proper drainage of storm water shall be provided. All parking spaces shall be delineated on the surfacing material by painted stripes or other permanent means. Widths and length of parking spaces. shall be governed by applicable provisions of City of Dubuque ordinances enforced at the time of development of the lot. 4. "The number, size, design, and location of parking spaces designated for handicapped (minimum 2 % of total) and compact car parking (maximum 30% of total) shall be according to local, state or federal requirements in effect at the time of development. 5. "The location of driveway intersections with public streets shall be established by the City of Dubuque. 6."No on -street maneuvering of service vehicles for the purpose of loading or unloading will be allowed on any public street or cul- de -sac. D. "Pedestrian Area 1. "Permanent hard surfaced walkways shall be installed and maintained for the purposes of pedestrian movement between all parking areas and functioning entrances and exits of the buildings. 2. "These interior walkways shall connect office park campus buildings throughout the development site as per a Pedestrian Access Plan required as part of the submission of the final site development plan. E. "Site Lighting 1. "Exterior illumination of the site shall be limited to the illumination of: a. "Parking areas and driveways b."Pedestrian walkway surfaces and entrances to building c. "Building exterior 2. "All exterior lighting shall be designed, installed, and maintained so as not to cause direct glare or to shine into adjacent lots and streets. No light source shall provide illumination onto adjacent lots, buildings, or streets in excess of six -tenths (0.6) foot candle. All exterior lighting luminaires shall be designed and installed to shield light from the luminaire at angles above seventy-two (72) degrees from vertical. 3. "Fixtures mounted on a building shall not be positioned higher than the roof line of the building. 4. "Post or pole mounted free-standing fixtures shall not be higher than thirty (30) feet above the ground. F. "Utility Location 1. All electrical, telephone, television cable, and other similar utility lines serving buildings and other site features shall be located underground. 2. All free-standing electrical transformers, switching gear, relay boxes, meters, air conditioning units, heat pumps, and other similar mechanical equipment shall be located in positions which are shielded from view from adjoining public streets. Constructed fencing or walls and plant materials may be used to visually screen such mechanical equipment. G. "Trash Collection Areas 1. "All trash collection areas shall be visually screened from view. The screening shall be a completely opaque fence, wall, or other feature not exceeding a height of ten feet measured from the ground level outside the line of the screen. Screen structures built on sloping grades shall be stepped, so that their top line shall be horizontal. Exposed materials used to construct the opaque screen shall be similar in appearance to materials used for exterior building walls. Colors of the screen shall match those of the building. All exterior entrances to a screened trash area shall be provided with a gate or door of similar design to that of the screen. Gates or doors facing a street frontage, or the Northwest Arterial shall be closed at all times other than when a vehicle or personnel are using the entrance for access to and from the screened area. 2. "If a ten (10) foot high screen fails to shield the exterior trash collection area from view from points inside or outside of the property, evergreen plantings may be required. Evergreen plant materials shall be selected and designed so that they will screen the area from all off* site visibility within five (5) years. In such cases, if initial plantings are of six (6) foot height or greater, the requirements for other opaque screening shall be omitted. H. Open Space Development/Landscaping 1. "No less than thirty-five (35) percent of the total development site shall be maintained as open space. Open space shall be defined as that part of the site not devoted to buildings, structures, parking or loading areas, driveways, or any principal or accessory uses. 2. "A Landscape Plan for the entire development site shall be required as part of submission of the Final Site Development Plan. The Landscape Plan shall consist of landscaping standards for site design, plantings, and erosion control, as set forth in Attachment A of this ordinance. 3. "In open space areas, the installation of required planting materials may be phased in direct proportion to the phasing of building construction. 4."Entry landscaping shall be installed adjoining Pennsylvania Avenue in accordance with the Landscape Plan. 5. "The area between the paved public street and the right-of-way line shall be planted and maintained by the lot owner. 6."All parking areas shall be screened from public right-of-way in accordance with the Landscape Plan. 7. "All exposed soil areas remaining after the construction of building and vehicle related features shall be planted with a permanent ground cover to prevent erosion. All other disturbed land which is not under construction shall be seeded with appropriate temporary ground cover in order to reduce erosion, siltation, and dust. I. "Storm Water Management 1."The area of watersheds after development shall remain the same as pre -development watersheds, or as directed by the Public Works Department of the City of Dubuque. 2. "The developer of each lot shall be responsible for providing surface or subsurface conveyance(s) of storm water from the lot to existing storm sewers or to the flowline of open drainageways outside the lot in a means that is satisfactory to the Public Works Department of the City of Dubuque. J. "Site Signage 1. "The provisions of the City of Dubuque Unified Development Code apply to the construction and maintenance of signs, unless further regulated by this section. 2. "No off -premise signs shall be allowed in this planned district. 3. "On -Premise Signs a."Allowable content. Signs, messages, and graphics shall be limited to the following contents: 1)"Development Sign Identification of this planned district -"Identification of up to three (3) primary tenants 2)"Primary Sign -"Identification of company name -"Identification of company products or services generic name only -"Street address -"Graphic symbol or logo identified with the company 3)"Secondary Sign -"Directional messages necessary for the safe and efficient flow of vehicular and pedestrian traffic on the lot -"Identification of visitor entrances to the building, shipping, and receiving docks, and other delivery points Identification of assigned parking spaces and handicapped accessibility -"Temporary announcements of pending or new construction -"Commemorative messages b. "Maximum number of signs 1)"The number of Development Signs shall not exceed two (2) at 100 square feet in area per sign or one (1) at 200 square feet in area for each street entrance to this planned district. 2)"The number of Primary Signs shall not exceed two (2) for each building, only one (1) of which shall be free-standing unless otherwise restricted. 3)"No maximum number of Secondary Signs is established. c."Maximum area of sign panel 1) "No Development Sign shall exceed 200 square feet in area, or 100 square feet if two (2) signs/entrance are used. 2) "If a Primary Sign is building mounted, its total area shall not exceed ten percent (10%) of wall parallel and/or closest to street frontage, or forty (40) square feet, whichever is less; however, if a Primary Sign is building mounted with the Northwest Arterial as the governing street frontage, the maximum area shall not exceed eighty (80) square feet. 3)"If the Primary Sign is free-standing, its maximum area shall not exceed eighty (80) square feet unless otherwise restricted; however, no free* standing Primary Sign shall be allowed along the Northwest Arterial frontage. 4)"No maximum cumulative area is established for Secondary Signs; however, no single permanent Secondary Sign shall exceed six (6) square feet in area. 5)"The area of double-faced free-standing signs shall only count one face for area determination. d."Allowable structural types 1)"Development Signs shall be free-standing only. 2)"Primary and Secondary Signs may be mounted on exterior walls of buildings or may be free* standing. No signs shall be mounted on roofs or above any eave or parapet of a building. All building mounted signs shall be flush mounted on the wall and no projections beyond one (1) foot shall be allowed. The determination of area of signs composed of separate elements shall be the area of a rectangle that completely encloses all such elements and/or corporate identification devices. e."Sign locations on lots 1) "Development Signs shall by located anywhere on the lot at any street entrance to the office park development; however, no sign shall be erected within the public right-of-way or 10 visibility triangle as required by Section 3.5 of the Unified Development Code of the City of Dubuque, Iowa. 2) "Primary Signs may be located only in the area enclosed by the street right-of-way line, the line formed by the street Wade of the building and the side lot lines. 3)"Secondary Signs may be located anywhere on the lot and on any building Wade. 4)"No signs may project in space over a street right-of-way line or onto another lot. f. "Height regulations 1)"Free-standing Development Signs and their supporting structure(s) shall not be higher than ten (10) feet above adjacent ground level. 2)"Building mounted Primary Signs shall be installed below the eave or parapet. Free-standing Primary Signs and their supporting structures shall not be higher than twenty-five (25) feet above adjacent ground level. 3)"Free-standing Secondary Signs and their supporting structure(s) shall not be higher than five (5) feet above adjacent ground level. Building mounted secondary signs shall not be higher than eight (8) feet above the ground level at the building. g. "Lighting 1)"Development Signs may be illuminated only by means of indirect lighting whereby all light sources and devices are shielded from view by opaque or translucent materials or by internal illumination. 2)"Primary Signs may be illuminated by means of indirect lighting whereby all light sources and devices are shielded from view by opaque or translucent materials or by internal illumination. 3)"Secondary Signs shall not be illuminated. h. "Motion 1)"No signs may include any device or means, mechanical, electrical, or natural, which shall cause any motion of the sign panel or any part thereof. No flashing lights or changing colors shall be allowed. K. "Time Limitation Approval of the conceptual development plan shall be valid for a period of three (3) years, provided that after the first year, if no final site development plan has been filed, the Commission or Council may require the resubmission of a conceptual development plan. If constructed in phases, a final site development plan shall be submitted for each phase. An extension of the time limitation may be granted by the City Council upon a showing of good cause. L. "Ordinance History 1. '41-91: Establishment of the Dubuque Corporate Center (also known as Westmark Corporate Center) Planned Unit Development M. "Transfer of Ownership Transfer of ownership or lease of property in this PC Planned Commercial District shall include in the transfer or lease agreement, a provision that the purchaser or lessee acknowledges awareness of the conditions authorizing the establishment of this district. N. "Site Development Plan Review Final site development plan(s) shall be submitted in accordance with Section 13 of the Unified Development Code of the City of Dubuque, Iowa and be approved by the Zoning Advisory Commission at a public meeting. The Zoning Advisory Commission must approve a final site development plan within thirty (30) days of the public meeting if the plan conforms with the conditions of the approved conceptual development plan. The failure of the Zoning Advisory Commission to act within this 30-day period shall constitute approval of the final site development plan unless the applicant requests or agrees to an extension of this review period. Changes in the final site development plan that are consistent with the purpose and intent of the Unified Development Code and the approved conceptual development plan may be approved by the Zoning Advisory Commission. No building permits shall be issued, or no construction may take place except in substantial conformance with such plan. O."Recording A copy of this PUD Ordinance shall be recorded, at the expense of the City of Dubuque, with the Dubuque County Recorder as a permanent record of the conditions accepted as part of this reclassification approval. This ordinance shall be binding upon the undersigned and his/her heirs, successors and assigns. Section 4. That the foregoing amendment has heretofore been reviewed by the Zoning Advisory Commission of the City of Dubuque, Iowa. Section 5. The foregoing amendment shall take effect immediately upon publication as provided by law. Passed, approved and adopted this 18th day of October, 2021. /&Boy D. Buol, Mayor Attest: /s/Adrienne N. Breitfelder, City Clerk Published officially in the Telegraph Herald newspaper on the 22nd day of October, 2021. /s/Adrienne N. Breitfelder, City Clerk It 10/22