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2025/05/8 Planning Commission Agenda PacketPage 1 City of Rohnert Park Planning Commission Report Meeting Date: May 8, 2025 Item No: 6.1 Prepared by: Brandi Caulfield West, Planning Consultant Agenda Title: PLUP24-0004, Modification to a Conditional Use Permit – Walmart interior expansion (CEQA – Exempt Under CEQA Guidelines Class 1 Section 15301 Existing Facilities) Location: 901 Golf Course Drive, APN 143-311-059 & 62 GP/Zoning: Commercial/C-N: Neighborhood Commercial District Applicant/Owner: Bryan Spencer on behalf of Walmart Neighborhood Market RECOMMENDED ACTION: Staff recommends that the Planning Commission adopt Resolution No. 2025-04, approving a Conditional Use Permit Modification for the interior expansion of Walmart into 4,969 square feet of existing retail space. The proposed project is located at 901 Golf Course Drive within the Mountain Shadows Plaza. The site is located in the C-N (Neighborhood Commercial) District. Figure 1: Location Map BACKGROUND: The proposed project is located on a 4.28-acre parcel within the eastern portion of the City, within the Mountain Shadow Shopping Plaza—a commercial center primarily characterized by retail establishments, restaurants, and surrounded by residential neighborhoods. Walmart serves as the anchor tenant of the commercial center. The existing Walmart Neighborhood Market occupies a 33,411-square-foot building and currently operates under Conditional Use Permit (CUP) and Site Plan and Architectural Review (SPAR) PL2013-003UP/SR, approved on February 28, 2013. Page 2 PROJECT DESCRIPTION: The proposed project involves the addition to the existing store by expanding into adjacent existing retail space. The additional area (4,969 square feet) will accommodate storage and staging of merchandise for customer pick-up, a new employee break room, a training office, and employee restrooms. The proposed project includes site improvements in two areas of the parking lot. The first area, located south of the expansion space, will include upgrades to the existing ADA-accessible parking, pavement maintenance (mill and overlay), new striping, crosswalks, and signage for 17 dedicated pickup stalls. The second area, located in the northern area of the site, will include similar ADA improvements and updated crosswalk striping. The project also includes new signage, which has been approved under Sign Permit No. PLSI25-003. The proposed project does not include any significant exterior modifications and therefore does not require an amendment to the SPAR. Minor exterior changes include the installation of new signage, a pickup parking sign on the front façade, replacement of the address sign, and refreshed exterior paint consistent with the color palette approved under PL2013-0003. Additional improvements include a variety of interior upgrades such as lighting, new restroom fixtures, electrical equipment, interior paint, and refrigeration systems. Interior improvements will be processed under a building permit for tenant improvements and will include the demolition of the existing pharmacy and the construction of a new pharmacy area. The new pharmacy will include a dedicated restroom for pharmacy staff, a storage area, and a health services room designed to provide privacy for pharmacist consultations. Additional improvements will consist of various interior upgrades, including a new restroom located near the entrance, a private mothers’ room, and the integration of the 4,969 square feet of expanded floor area. Figure 2: Proposed Floor Plan (Expansion area highlighted in red) Page 3 ANALYSIS: Proposed Floor Plan The proposed project will expand the existing store by incorporating 4,969 square feet from the adjacent retail building to the east. This expansion includes Suites 977 (2,517 square feet) and 979 (1,516 square feet), which are currently vacant, along with Suites 995 and 997, which together make up the remaining square footage. As shown in Figure 3 of the proposed floor plan, the expanded area will be designated exclusively for staff use. Tenant improvements will include the construction of a new employee breakroom, restrooms, a moth- ers’ room, training rooms, offices, and storage space for online order staging and pickup. The area will be accessible only to employees. For online order pickups, staff will retrieve the order from the storage area, exit through a rear door to deliver the item to the customer, and then re-enter the store through the same expanded area once the delivery is complete. Figure 3: Proposed Addition Floor Plan To improve accessibility, the mother’s room is located near the door in the main store area, allowing easy public access. To accommodate this change, the office space originally located in the main store has been moved to an annexed area. The existing employee breakroom, currently located adjacent to the pharmacy, will be reconfigured as part of the interior improvements. The pharmacy will also be modified to include a dedicated pharmacy staff restroom, additional storage, and a health services room to provide greater privacy during pharmacist con-sultations. Page 4 Operations The store's business hours will remain the same from 6:00 a.m. to 11:00 p.m., seven (7) days a week. Op- erational conditions have been implemented to minimize potential impacts on surrounding uses, particu-larly adjacent residential properties. These include deliveries between the hours of 7:00 a.m. and 9:00 p.m. on weekdays and 9 a.m. to 9 p.m. Additionally, the use of trash compactors and the placement of materials in the recycling and pallet storage areas continue under the same procedures approved with the original project. Exterior Changes The proposed project does not include any significant exterior modifications and therefore does not require an amendment to the SPAR. Exterior changes to the building are de minimus and consist of refreshed paint, new signage, designated pickup parking stalls, and minor upgrades to ADA parking and crosswalk striping. The proposed paint colors will remain compatible with the existing Mountain Shadows Plaza Sign Program and are consistent with the color palette approved under PL2013-003. No modification to the ex-isting parking lot landscaping is proposed. Parking There is no change of use and no additional square footage being added to the Center; therefore, no additional parking is required. The required parking ratio for a shopping center is one (1) space per 300 square feet of floor area. The subject shopping center contains a total of 77,751 square feet of floor area, resulting in a parking requirement of approximately 259 spaces. A total of 376 parking spaces are currently provided on-site. Page 5 Figure 4: Reconfigured Pick-up Parking Site Plan Pick-up Parking Seventeen of the existing parking stalls are proposed to be used for designated pickup stalls. Directional signage will be installed throughout the site to guide customers efficiently to the pickup location. Customers will place orders online and select a preferred pickup date and time from available appointment slots, minimizing congestion and ensuring efficient operation. Upon arrival, customers will check in via the Walmart mobile application and enter their assigned stall number. A store associate will then deliver the order directly to the customer’s vehicle. Customers will remain in their vehicles throughout the process, with each pickup anticipated to take no longer than 15 minutes. No amplified music or customer notification systems will be used as part of the pickup operation. Delivery trucks servicing the store will continue to access the site from the south end of the building, where unloading activities currently take place. As shown in the traffic circulation plan (attached), a shared access area exists at the south end of the store where delivery and customer traffic intersect. This circulation pattern is currently in operation and will remain unchanged under the proposed project. All truck deliveries and access to the rear of the Walmart building are restricted to the hours of 7:00 a.m. to 9:00 p.m. on weekdays and 9:00 a.m. to 9:00 p.m. on weekends, by the conditions of approval established under Planning Commission Resolution No. PL2013-003. Page 6 Noise The City of Rohnert Park regulates environmental noise through policies established in the Rohnert Park General Plan 2040 and through enforceable standards in the Rohnert Park Municipal Code. The General Plan’s Noise Element provides goals, policies, and guidelines aimed at protecting residents and sensitive land uses from excessive or prolonged noise exposure. In support of these objectives, Municipal Code Section 17.12.030 sets forth quantitative noise standards that govern acceptable noise levels across various zoning districts and land use categories. Given the project site's proximity to residential areas located to the east and south, staff requested that the applicant prepare a noise study (attached) to assess potential impacts. The study showed that there will be no significant impacts and that all noise levels are within the Rohnert Park noise standards. Operational Noise The project proposal includes an expansion of the existing commercial store and the addition of designated pickup parking operations. The highest projected peak hour activity would generate noise levels of approx-imately 39.8 dBs at a distance of 50 feet from the parking lot. Parking lot activity would occur within the existing surface parking area on the project site. This is below the maximum allowed noise standard of 70 dBs during the day and 60 dBs during the evening. The nearest sensitive receptors include single-family residences located approximately 45 feet to the south and multi-family residences located approximately 85 feet to the east of the proposed pickup parking area. At these distances, estimated noise levels from peak-hour vehicle activity are approximately 40.7 dBA and 35 dBA. These levels are below the City’s maximum allowable noise threshold for residential uses. Parking lot noise currently occurs as part of ongoing operations at the existing Walmart and surrounding commercial uses. The projected parking lot noise would be consistent with existing ambient noise levels in the area. Construction Noise The majority of the proposed construction will be interior improvements. The installation of signage for the new Pick-up Parking and the other parking lot improvements is the only outdoor construction noise. Construction noise is typically intermittent and varies depending on the specific construction phase and equipment used. Construction equipment generally operates in cycles, with periods of full-power operation lasting one to two minutes, followed by three to four minutes at lower power settings. In accordance with Rohnert Park Municipal Code (RPMC) Section 9.44.120, construction activities would be limited to the hours of 8:00 a.m. to 6:00 p.m. Mechanical Equipment The project includes the installation of one additional rooftop HVAC unit on the existing retail building proposed for expansion. The nearest sensitive receptors—single-family residences to the south—are lo-cated approximately 80 feet from the closest rooftop mechanical equipment. According to the noise study, at this distance, noise levels generated by the HVAC unit are not expected to exceed 47.9 dBA at the near-est residential property, well below the maximum City standards. Page 7 FINDINGS: The use of the existing building has been approved; therefore, this analysis focuses on the proposed changes and the consistency with the City’s standards and guidelines. The recommended Conditions of Ap- proval include the relevant Conditions imposed on the original project, and additional Conditions to ensure the following findings can be made. The review of the project is also guided by RPMC Section 17.25.014, factors to consider/conditions. The applicant has requested a minor modification to the existing Walmart, providing economic enrichment for the surrounding area. Factors to consider include: A. That the proposed location of the conditional use permit amendment is in accord with the objectives of the zoning ordinance and the purposes of the district in which the site is located. Criteria Satisfied. The proposed project is located within the C-N (Neighborhood Commercial) District, which allows for the proposed modification of an existing CUP with approval of a modification. The changes are not expected to have an impact on the general appearance of the site and are compatible with the existing development. B. That the proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, and that the operation and maintenance of the conditional use will be compatible with the surrounding uses. Criteria Satisfied. The existing commercial market within the tenant space has been in operation since 2013 under Conditional Use and Site Plan and Architectural Review approval (PL2013-0003). The business operated at this location without any known negative impacts to the surrounding residential properties or to other tenants within the Mountain Shadows Plaza Center. The analysis of the project, together with the traffic circulation and noise studies demonstrate that the project, as conditioned, will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the vicinity in that the expansion of the store does not add any additional retail area to the shopping center, the change to the parking configuration will not have a negative impact on circulation and that the noise will be within San Rafael standards. C. That the proposed conditional use will comply with each of the applicable provisions of this Title. Criteria Satisfied. With recommended conditions of approval, the proposed project will comply with all applicable provisions of the Zoning Ordinance. Per Section 17.06.060, supermarkets are a conditionally permitted use in the C-N (Neighborhood Commercial) District. As the applicant is requesting an amendment to an existing Conditional Use Permit, the project remains consistent with this requirement. ENVIRONMENTAL DETERMINATION: This proposal is categorically exempt from the requirements of the California Environmental Quality Act CEQA Class 1 Section 15301 Existing Facilities. No further action is required regarding environmental review. PUBLIC NOTIFICATION: This item has been duly noticed by the publication in the Community Voice for the Conditional Use Permit Modification and posted at the prescribed locations in Rohnert Park. Property owners, businesses, and Homeowners Associations within 300 feet of the project were mailed notices of the proposed application. Planning Manager Approval Date: May 2, 2025 Page 8 Attachments: 1. Planning Commission Resolution No. 2025-04 recommending approval of Walmart Conditional Use Permit amendment 2. Planning Commission Resolution 2013-12 3. Attachment A – Applicant Submittal Package 4. Attachment B – Circulation Plan 5. Attachment C – Noise Study 6. Attachment D – Public Comment ATTACHMENT 1 PLANNING COMMISSION RESOLUTION NO. 2025-04 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK APPROVING THE MODIFICATION TO A CONDITIONAL USE PERMIT FOR AN INTERIOR EXPANSION OF 4,969 SQUARE FEET TO AN EXISTING WALMART NEIGHBORHOOD MARKET AT MOUNTAIN SHADOWS PLAZA CENTER AT 901 GOLF COURSE DRIVE (APN 143-311-059 & 63) WHEREAS, the applicant, Bryan Spencer, for Wal-Mart Neighborhood Market, filed Planning Application No. PLUP24-0004 requesting a modification to Conditional Use Permit PL2013-003UP/SR to allow Walmart Neighborhood Market located in the Mountain Shadows Plaza located at 901 Golf Course Drive (APN143-311-059 & 062), in accordance with the City of Rohnert Park Municipal Code; and WHEREAS, Planning Application No. PLUP24-0004 was processed in the time and manner prescribed by State and local law; and WHEREAS, public hearing notices were mailed to all property owners, Home Owners Associations, and businesses within a 300-foot radius of the subject property and to all agencies and interested parties as required by California State Planning Law, and a public hearing notice was published in the Community Voice, for a minimum of 10 days prior to the first public hearing; and WHEREAS, on May 8, 2025, the Planning Commission held a duly noticed public hearing at which time interested persons had an opportunity to testify either in support or opposition to the proposal; and WHEREAS, the Planning Commission has reviewed and considered all testimony and arguments, if any, of all persons desiring to be heard, and the Planning Commission considered all the facts related to Planning Application No. PLUP24-0004 for Walmart Neighborhood Market; NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Rohnert Park does resolve, determine, and order as follows: Section 1. The above recitations are true and correct. Section 2. Factors considered. The Planning Commission, in approving Planning Application No. PLUP2025-04 makes the following findings, to wit: A. That the proposed location of the conditional use permit is in accord with the objectives of the zoning ordinance and the purposes of the district in which the site is located. Criteria Satisfied. The proposed project is located within the C-N (Neighborhood Commercial) District, which allows for the proposed modification of an existing CUP with approval of a modification. The changes are not anticipated to have an impact on the general appearance of the site and are compatible with the existing development. Reso 2025-04 B. That the proposed location of the conditional use permit and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, and that the operation and maintenance of the conditional use will be compatible with the surrounding uses. Criteria Satisfied. The existing commercial market within the tenant space has been in operation since 2013 under Conditional Use and Site Plan and Architectural Review approval (PL2013-0003). The business has operated at this location without any known negative impacts to the surrounding residential properties or to other tenants within the Mountain Shadows Plaza Shopping Center. The analysis of the project, together with the traffic circulation and noise studies demonstrate that the project, as conditioned, will not be detrimental to the public health, safety or welfare or materially injurious to properties or improvements in the vicinity in that the expansion of the store does not add any additional retail area to the shopping center, the change to the parking configuration will not have a negative impact on circulation and that the noise will be within San Rafael standards. C. That the proposed conditional use will comply with each of the applicable provisions of this Title. Criteria Satisfied. With staff-recommended conditions of approval, the proposed project will comply with all applicable provisions of the Zoning Ordinance. Per Section 17.06.060, supermarkets are a conditionally permitted use in the C-N (Neighborhood Commercial) District. As the applicant is requesting an amendment to an existing Conditional Use Permit, the project remains consistent with this requirement. Section 3. Environmental Clearance. The project is categorically exempt from the California Environmental Quality Act, Article 19, Section 15301 (Existing Facilities). NOW THEREFORE BE IT RESOLVED that the Planning Commission does hereby approve Planning Application No. PLUP24-0004 subject to the following conditions: 1. The Conditional Use Permit Amendment approval shall expire one year from the Planning Commission approval date, unless prior to the expiration, an application for a building permit is filed and an extension is requested and approved. All applicable provisions of the City of Rohnert Park Municipal Code are made a part of these conditions of approval in their entirety, as if fully contained herein. 2. The violation of any condition listed herein shall constitute a nuisance and a violation of the RPMC. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an infraction or a misdemeanor and shall be punishable as provided by law. In addition to criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all attorney’s fees and costs, including, but not limited to, staff time incurred by the City in obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to fully perform and adhere to all of the Conditions of Approval. Reso 2025-04 3. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys’, or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. 4. There shall be no outside display of prices, banners, flags or other attention getting devices on the property relating to the supermarket unless the required permits are obtained. 5. All truck deliveries and truck access to the rear of the supermarket shall be restricted to the hours of 7 a.m. to 9 p.m. on week-days and 9 a.m. to 9 p.m. on week-ends. 6. Truck trailers shall not be stored on site. They shall only be in the truck dock while being unloaded. 7. There shall be no exterior coin operated machines or other retail displays on the exterior of the building with the exception of the propane tank enclosure on the west side of the building. 8. All exterior signs shall be subject to Development Services Staff review prior to issuance of a sign/building permit. 9. The trash compactor shall not be operated prior to 7 a.m. or after 9 p.m. 10. The trash and recycling enclosure including the walls, gates and roof structure shall be painted to match the colors of the market building. 11. All new rooftop equipment shall be located as far from the rear building wall as feasible. 12. The signage shown on the front building elevation on the attached Design Plan set is for illustration purposes only and not part of this approval. All signage for the supermarket shall be approved by the Development Services Department under a separate permit prior to issuance of a building permit. 13. Employees shall park in the spaces designated for employee parking or close as possible to those spaces. 14. The hours of the supermarket shall not be earlier than 6 a.m. or later than 11 p.m. 15. The use of the recycling bin area shall be restricted to the hours of 7 a.m. to 9 p.m. 16. No amplified sound shall be used in association with the grocery pickup operation, including music, announcements, or other audio intended for customers. All communication with customers during pickup shall be conducted without the use of loud speakers, public address systems, or similar amplified devices. Reso 2025-04 17. The exterior repainting of the building shall match and maintain the same color scheme as previously approved under Resolution No. 2013-12 and as shown on the Mountain Shadows Plaza color board. 18. Applicant shall coordinate with Development Services Department on placing of the construction staging area prior to issuance of building permit. The staging area shall not be located behind the store. 19. Show fire lanes on plans and ensure construction does not interfere with existing fire lanes. 20. Ensure fire lanes are marked appropriately per Rohnert Park Information Bulletin 003-2020. 21. Cloud all corrections on plans and provide a comment letter to Rohnert Park Fire Department addressing comment 19 & 20. 22. Stockpiling of dirt, rock, sand, gravel, aggregate or clay in quantities of 50 cubic yards or less shall not exceed a period of ten days. If stockpiling exceeds this limit, or if more than 50 cubic yards of material is moved, a grading permit shall be required. BE IT FURTHER RESOLVED that the said action shall not be deemed final until the appeal period has expired and that the appeal period shall be ten (10) working days from the date of said action. No building permits shall be issued until the appeal period has expired, providing there are no appeals. DULY AND REGULARLY ADOPTED on this 8th day of May, 2025 by the City of Rohnert Park Planning Commission by the following vote: AYES:_____ NOES:_____ ABSENT:_____ ABSTAIN:_____ AUSTIN-DILLON____ EPSTEIN____ LAM____ ORLOFF____ CAMPBELL____ Attest: ________________________________ Clotile Blanks, Recording Secretary Attachments: 1. Exhibit A – Applicant's Design Package PLANNING COMMMISSION RESOLUTION NO. 2013-12 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVJNG CONDITIONAL USE PERMIT, SITE PLAN AND ARCHITECTURAL REVIEW FOR A SUPERMARKET IN MOUNTAIN SHA WDOWS PLAZA SHOPPING CENTER AT 901 GOLF COURSE DRIVE (APN 143-311-059) (Joe Vellutini for Mountain Shadows Plaza) WHEREAS, the applicant, Joe Vellutini for Mountain Shadows Plaza, filed Planning Application No. PL20 l 3-003UP/SR for Conditional Use and Site Plan and Architectural Review approval to allow a supermarket in Mountain Shadows Sbopping Center located at 901 Golf Course Drive (APN 143-311-059), in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Application No. PL2013-003UP/SR was processed in the time and manner prescribed by State and local law; WHEREAS, public hearing notices were mailed to all property owners within a 300 foot radius of the subject property and to all agencies and interested parties as required by California State Planning Law, and a public hearing notice was published in the Community Voice for a minimum of 10 days prior to the first public hearing; WHEREAS, on February 28, 2013, the Planning Commission reviewed Planning Application No. PL2013-003UP/SR during a scheduled public meeting at which time interested persons had an opportunity to testify either in support of or opposition to the project; and, WHEREAS, at the February 28, 2013, Planning Commission meeting, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, the Planning Commission considered all the facts relating to Planning Application No. PL2013-003UP/SR; NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the above recitations are true and correct. Section 2. Factors considered. The Planning Commission, in approving Planning Application No. PL2013-003UP/SR makes the following factors, to wit: A.That the proposed location of the conditional use and improvements is in accord with theobjectives of the zoning ordinance and the purposes of the district in which the site islocated. Criteria Satisfied. The proposed location is within the C-N Neighborhood CommercialDistrict that allows for a Supermarket subject to Conditional Use Approval. The generalappearance and proposed improvements is compatible with existing development. ATTACHMENT 2 kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 April 25, 2025 Walmart 2468 Remodel/Adjacent Space Takeover 901 Golf Course Dr Rohnert Park, CA 94928 Project Description The existing Walmart Neighborhood Market is 33,411 square feet and operates pursuant to Conditional Use Permit, Site Plan and Architectural Review PL2013-003UP/SR, approved on February 28, 2013. The proposed project will expand the existing store through the takeover of 4,969 square feet of the adjacent retail building to the east. The intended use of the adjacent takeover area is the storage, staging and dispensing of retail merchandise ordered by customers on-line for pickup at the store, new breakroom area, new training room, and employee restrooms. The proposed project includes sitework improvements in the parking lot in two locations. The first location will be to the south of the takeover area and will include improvements and updates to the existing ADA accessible parking space, mill and overlay, new striping and signage for dedicated pickup spaces and new crosswalks. The second location will be to the north of the takeover and will include improvements and updates of the existing ADA accessible parking spaces/path of travel and updated crosswalk striping. The dedicated pickup area will include 17 stalls with proposed pickup signage at each stall. A customer will place their order online and then select a pickup date and time, limiting selection to only available times to not overcrowd the pickup area. Once the customer arrives and parks at a pickup space at their selected date and time, they will let the store know they’ve arrived through Walmart’s app and type in which pickup space number they are parked at. A store associate will then bring the order out to the customer’s car and load it. The customer does not need to leave their car for this process and is expected to be parked in a pickup space for a maximum of 15 minutes. The proposed pickup area is in an area of the parking lot that is currently underutilized and will separate pickup customers from customers doing in-store shopping. The shopping center property owner is in agreement with placing the pickup parking stalls in this location. The proposed project will require a modification to the existing Conditional Use Permit, Site Plan and Architectural Review PL2013-003UP/SR to allow for the adjacent space takeover and related improvements outlined above. Attachment A kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 Operating Hours/Employees - Operating Hours: Mon – Sun | 6am – 11pm - Employees: 103 Employees Existing Space Uses: - Suite 901: Existing Walmart Neighborhood Market (33,407 SF) - Suite 977: Vacant (2,517 SF) - Suite 979: Vacant (1,516 SF) - Suite 995: Campell Chiropractic (586 SF) - Suite 997: Mountain Shadows Barber Shop (350 SF) Proposed Space Uses: - Suite 901: Existing Walmart Neighborhood Market (33,407 SF) - Suite 977, 979, 995, and 997: Proposed Walmart Neighborhood Market takeover of adjacent tenant space (4,969 SF) o Breakroom (673 SF) o Training Room (138 SF) o Pickup Storage Area (3,056 SF) o Hallway and Toilet (1,102 SF) Civil Scope of Work DEMOLITION: - Remove existing asphalt paving, truncated domes, curb and gutter, and concrete sidewalk as part of ADA improvements - Remove existing online grocery pickup signage - Remove existing accessible signage and striping PROPOSED: - 4,969 SF takeover of adjacent tenant space - Proposed asphalt paving, curb and gutter, and concrete sidewalk to ensure ADA compliance - 17 online pickup order parking stall striping and signage - Proposed accessible parking stall striping and signage - Mill and overlay for accessible parking stall areas to ensure ADA compliance - Refresh stop bars, directional arrows and crosswalk striping Architectural / MEP Scope of Work DEMOLITON - Pharmacy o Remove existing pharmacy millwork, walls, equipment to be replaced with new - Tenant Extension o Remove existing interior walls in new tenant space take over o Remove existing flooring and finish in tenant space. (ACT ceiling to remain) o Remove existing RTU from roof. kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 o Remove existing sprinklers o Sawcut and trench existing slab as shown on slab for new plumbing lines. o Existing Toilet to remain o Sawcut opening in Masonry Wall for new Sliding door - Restrooms o Remove existing toilet partitions in restrooms for installation of new finishes - Breakroom o Remove existing breakroom equipment, millwork, and walls - Sales Floor o Remove existing VCT Tile throughout sales floor o Remove/relocate existing checkout equipment o Remove/Relocate existing sales fixtures (See racking plans) - Exterior o Remove existing Neighborhood Market Sign and Pharmacy sign PROPOSED - Pharmacy o Install temporary pharmacy while new pharmacy is being installed. Temporary pharmacy to be removed once new pharmacy can be secured. o Installation of new modular wall panels for interior expansion of pharmacy o Install new Pharmacy Toilet space with metal stud and gyp board walls o Installation of new Pharmacy millwork and equipment o Installation of new Health Servies Room with metal stud and gyp board walls. o Installation of new Lighting and Electrical outlets o Installation of new Restroom Vent at new Pharmacy Restroom o Paint walls and replace finishes throughout space - Tenant Extension o Partition off spaces with metal stud and gyp board for new Breakroom, Training Room, Assistant Manager’s office, Toilet, Mother’s room. o Install new Millwork and fixtures in new Breakroom o Install new Millwork in new Training and Assistant Manager’s office o Install new Fixtures in new Toilet Room o Clean and repair existing fixtures in existing toilet room o Install new 5’-0” Max high racking in pickup space o Install new Refrigerated Cases o Install new RTU o Install new RCUs for refrigerated cases o Adjust Ceiling height to be 8’-6” throughout. o Install new Surface mounted sliding door on exterior face of CMU over new masonry opening o Install new electrical equipment to service extension area o Install new lights, ducts, ceiling vents, and sprinklers in ACT Ceiling o Patch and repair above ceiling insulation to match existing kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 o Install blackout film on all windows within pickup space o Replace hardware on exterior doors. See plans and specs. Some doors to remain operable some doors are to be closed off. - Restrooms o Install new Wall tile in both restrooms o Install new Sealed Concrete Overlay flooring in restrooms o Clean and reinstall existing plumbing fixtures after finishes have been installed o Install new Metal Restroom Partitions as shown on plans o Install new equipment including paper towel dispensers, hand dryers, and baby changing tables. o Install Ceramic Tile flooring in Family Toilet o Install new Lighting in ceiling - Sales o Install/Relocate Front End Checkout fixtures and millwork o Install new Rubber flooring and transitions at exterior entrances. o Refinish interior walls and columns per Walmart branding guidelines o Install new Produce Scales. o Relocate existing service equipment kiosks on front wall. o Refinish existing customer service millwork o Install new monitors on back wall of customer service o Install new millwork in AP Office o Update lighting in Deli/Bakery o Update lighting in Produce/Grocery area - Exterior o Install new Walmart Rohnert Park Market Sign on front façade o Install new Pickup sign on Front façade o Install new Pharmacy sign on front façade o Replace existing address sign with new o Paint exterior surfaces per Walmart Brand guidelines o Install new Bollards at front customer entrances o Install new concrete stoop and apron at new masonry opening. o Replace existing concrete wall caps with metal screen wall caps. VAN VANVAN VANVAN VANELEANOR AVE···················GOLF COURSE DREMILY AVE COUNTRY CLUB DR PARKING INFORMATION NOTES:(1)USABLE FLOOR AREA IS PER INFORMATION SHOWN ON ORIGINAL SITE PLAN SHEET.(2)EXISTING PARKING COUNTS ARE BASED ON ORIGINAL CONSTRUCTION PLANS AND A REVIEW OF AVAILABLE AERIAL PHOTOGRAPHS.(3)PARKING SPACES OCCUPIED BY CART CORRALS HAVE BEEN EXCLUDED FROM THE PARKING COUNTS AND PARKING RATIOS.(4)THE VAN STALL COUNT IS INCLUDED IN THE ADA PARKING STALLS PROVIDED COUNTWALMART PARKING INFORMATIONWALMART BUILDING INFOAHJ PARKINGREQUIREDWALMARTPARKINGREQUIREDREGULAR PARKINGSTALLS PROVIDEDOPD PARKING STALLSPROVIDEDADA PARKING STALLSPROVIDED (VAN)CART CORRAL STALLSPROVIDEDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALWALMARTPARKING RATIOWALMARTBUILDING SF (1)SPACESSPACESSPACES (2,3)SPACES (2,3)SPACES (2,3,4)SPACES (2,3)SPACES (2,3)SPACES (2,3)SPACES (3)EXISTING33,411 SF112 SPACES134 SPACES11146(1)61213.62 SP / 1,000 SF3.62 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED38,380 SF128 SPACES134 SPACES112177(2)61363.54 SP / 1,000 SF3.54 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)SHOPPING CENTER PARKING INFORMATIONSHOPPING CENTER BUILDINGINFOAHJ PARKINGREQUIREDLEASE AGREEMENTPARKING REQUIREDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALLEASE AGREEMENTPARKING RATIOTOTALBUILDING SF (1)SPACESSPACESSPACES (2,3)SPACES (2,3)SPACES (3)EXISTING77,751 SF259 SPACES312 SPACES3614.64 SP / 1,000 SF4.64 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED77,751 SF259 SPACES312 SPACES3574.59 SP / 1,000 SF4.59 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CANOT FORCONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMEX-1PRELIMINARYSITE PLANNORTHLEGENDPROPERTY LINEOVERALL SITE PLANSCALE: 1" = 40'VICINITY MAPNOT TO SCALEPROPOSED MILL AND OVERLAYPROPOSED ADJACENT TENANT SPACE TAKEOVERPARKING AREA DELINEATION, FOR REFERENCE ONLY DO NOT STRIPE.PROPOSED CONCRETE SIDEWALKPROPOSED ASPHALT PAVEMENT _____OPA1.011234567ABCDEFGREMOVE EXISTING WALLS SHOWN DASHED IN ITS ENTIRETY, TYPREMOVE COUNTER IN ITS ENTIRETYREMOVE TOILET SEATVACANT TOILETVACANT REMOVE MILLWORK IN ITS ENTIRETYREMOVE EXISTING LOW HEIGHT WALLS SHOWN DASHED IN ITS ENTIRETY, TYPREMOVE EXISTING DOOR, DOOR FRAME AND ASSOCIATED HARDWARE IN ITS ENTIRETY, (TYP)REMOVE ALL COAT HOOKS, TYPREMOVE TACTILE EXIT SIGNREMOVE FLOOR PAINTREMOVE FLOOR PAINTPATCH AND REPAIR FLOOR AND WALLS AT LOCATION OF DEMOLISHED WALLSREMOVE PORTION OF THE CEILING TO THE EXTENTS SHOWN IN DASHED TO ACCOMMODATE NEW WALLREMOVE EXISTING FLOOR FINISH AND TRANSITION STRIPS, IN ITS ENTIRETY IN SALES AREA, CUSTOMER SERVICE, ENTRY, EXISTING PHARMACY, BREAKROOM, VACANT AREAS, HAIR SALON, TRAINING, MANAGER'S OFFICE, EXAM ROOMS, REGISTRATION, RESTROOMS, HALLWAY AND ALCOVE. REF 1-A1.1 FOR ADDITIONAL SCOPE OF WORKWHEN EQUIPMENT OR FIXTURES ARE REMOVED OR RELOCATED EXPOSING DAMAGED AREAS, REPAIR AND CLEAN TO MATCH EXISTING PER SPEC SECTION 03905. WHERE NO DAMAGE EXISTING TO REMAINREF SHEET SA1 FOR BID ALLOWANCE OF DUST WALLTEMPORARILY DISCONNECT EQUIPMENT AS NECESSARY FOR REMOVAL OF EXISTING FLOORING AND WALL FINISHES. REINSTALL IN ORIGINAL LOCATION AND IN WORKING CONDITION AFTER COMPLETION OF WORK (TYP) UNO, REF ELECREMOVE EXISTING REFRIGERATED CASE PROTECTION, CASE CORNER PROTECTION, AND FLOOR MOUNTED RAILINGS FOR INSTALLATION OF NEW FLOOR RAILS, TYP FOR ALL SALES AREARESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO:• REMOVAL OF ALL TOILET PARTITIONS• WALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION• FLOOR FINISH AND TO BARE CONCRETE• REMOVAL OF LAVATORIES• REMOVAL OF ALL ACCESSORIES• TEMPORARY REMOVAL OF WATER CLOSETS, URINALS AND ELECTRIC WATER COOLERS.• REF 2-D1.1, FOR SECURITY ENCLOSURE DETAILREMOVE EXISTING TILE FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE TACTILE EXIT SIGNREMOVE FILE CABINET (TYP OF 5) AND RETURN TO WALMART, TYP REMOVE COUNTER AND ITS SUPPORTS IN THEIR ENTIRETYREMOVE EQUIPMENTS SHOWN IN DASHED AND RETURN TO WALMART, TYP REMOVE EXISTING BULLETIN BOARD (TYP OF 2) AND RETURN TO WALMART, TYPRELOCATE CHAIR, (TYP OF 2), REF 1-A5TRAININGMANAGER'S OFFICECUSTOMER SERVICEMENWOMEN RELOCATE EXISTING OPD DOLLY (TYP), REF 2-OPA1.0REMOVE EXISTING WALL SHOWN DASHED IN ITS ENTIRETYREMOVE EXISTING DOOR, DOOR FRAME AND ASSOCIATED HARDWARE IN ITS ENTIRETYRECEIVINGSTOCKROOMREMOVE EXISTING TILE FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE TACTILE EXIT SIGNREMOVE EAS PEDESTALS (TYP OF 2)REMOVE EAS PEDESTALS (TYP OF 2)REMOVE EXISTING REFRIGERATED CASE, REF MEPR AND PLUMBING ALCOVEREMOVE TACTILE EXIT SIGNDISCONNECT/ SECURE ALL PLUMBING/ ELECTRICAL SERVICES/ UTILITIES IN AREA SUBJECTED TO UNDER GO DEMOLITION WORKALCOVEEXISTING SCALES AND SCALE HOLDERS WILL BE REMOVED AND RE-INSTALLED BY OTHERS. GC TO PATCH AND REPAIR FLOOR WHERE ANCHORS ARE REMOVED.RELOCATE EXISTING ATM MACHINE, REF 1-A1RELOCATE EXISTING VENDING MACHINE (TYP OF 4), REF 1-A1.2 AND ELECRELOCATE EXISTING REDBOX, REF 1-A1REMOVE EXISTING COUNTERTOP AND REMOVE PLASTIC LAMINATE FROM VERTICAL CASEWORK SURFACES DOWN TO EXISTING SUBSTRATE, PREP SURFACES FOR NEW LAMINATE FINISH, REF 1-A5REMOVE CHAIRREF 2-D1.1REMOVE EXISTING RAISED FLOOR, PATCH AND REPAIR TO MATCH WITH EXISTING ADJACENT FLOOR LEVEL AND FINISH6' - 0 1/2"FV36' - 2 7/8"ADJACENT TENANTADJACENT TENANTREMOVE EXISTING FLOORING AND TRANSITION STRIPS SHOWN DASHED IN THEIR ENTIRETY, REF A1.1 FOR ADDITIONAL SCOPE OF WORKREMOVE FRP AND PREP SURFACE FOR NEW FINISHES, REF 1-A1REMOVE EXISTING MOP SINK, REF PLUMBING_____BR11FV5'-0"_____PHM11REMOVE EXISTING ELECTRICAL PANEL, REF ELEC 10' - 9 7/8"5' - 11"2' - 0"REMOVE PORTION OF SLAB AS REQUIRED FOR NEW UNDERGROUND PLUMBING (TYP), REF 9 & 10-A3, 2-D1REMOVE PORTION OF SLAB AS REQUIRED FOR NEW UNDERGROUND PLUMBING (TYP), REF 9 & 10-A3, 2-D1109' - 4"31' - 8 7/8"TYP2' - 0"SHEET NOTES1. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED, REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET2. REMOVE ALL DOORS SHOWN DASHED, REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT3. GC TO REMOVE ANY INTERIOR TENANT SIGNAGE OR ORNAMENTATION INSTALLED ON THE FRONT OR SIDE TENANT BULKHEADS• WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE STORE MANAGER• NON-WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE TENANT4. REMOVE ALL EXTERIOR BUILDING MOUNTED SIGNS, LIT AND UNLIT• COORDINATE REMOVAL OF EXTERIOR TENANT SIGNS WITH CM AND TENANT PRIOR TO REMOVAL• REMOVE ALL EXTERIOR TENANT SIGNS AND DELIVER TO TENANT• PATCH AND REPAIR EXTERIOR WALL SURFACES, DAMAGED OR EXPOSED DUE TO SIGNS REMOVAL, TO MATCH ADJACENT AS REQUIRED5. NOT USED.6. COORDINATE EXTERIOR LIT SIGNAGE REMOVAL WITH WALMART CM• EXTERIOR LIT SIGNS CANNOT BE REMOVED WITHOUT WALMART CM APPROVAL• DISPOSE OF EXISTING FLUORESCENT LAMPS AND BALLASTS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL GUIDELINES PRIOR TO PLACING SIGN(S) IN WASTE MANAGEMENT CONTAINERDEMOLITION LEGENDEXISTING TO REMAINDEMOLISH/REMOVERELOCATECEILING TILE GRID TO BE DEMOLISHEDEXISTING CONCRETE SLABSAW-CUT EXISTING SLAB FULL DEPTH, DO NOT EXTEND SAW CUT PAST AREA TO BE REMOVEDAGGREGATE BASE#3x8" DOWELS AT 18" OC, MID-SLAB DEPTH24" ±RAPID SET CONCRETE MIX BY GC#3 REBAR AT 12" OC, MID-SLAB DEPTH1/2" ± CONCRETE OVERLAY BY PREFERRED FLOORING CONTRACTORROLLED EPOXY PRIMERCONTRACTOR NOTES: 1. SAWCUT EDGES SHALL BE STRAIGHT AND EITHER PARALLEL EXISTING CONTROL/CONSTRUCTION JOINTS• SAWCUTS AT AN ANGLE TO THE EXISTING CONTROL JOINT PATTERN WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES2. PRIOR TO CUTTING, INSTALL 36" WIDE ROSIN PAPER EACH SIDE OF PROPOSED EDGE CUTS IN ORDER TO REDUCE SCARRING OF SLAB THAT IS TO REMAIN3. NO OVERCUTTING SHALL BE ALLOWED AT EDGES OR CORNERS OF TRENCH AREA TO BE REMOVED• PORTIONS OF SLAB WHERE OVERCUTS OCCUR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE WITH NO EXTENSION OF THE CONSTRUCTION SCHEDULE4. PERFORM CUTTING OF EXISTING CONCRETE SLABS IN ACCORDANCE WITH THE DETAILS AND SPECS USING SAWS AND/OR CORE DRILLS• ALL SLAB CUTTING SHALL BE PERFORMED AT NIGHT AFTER THE BUILDING HAS CLOSED FOR BUSINESS• EXPLOSIVES WILL NOT BE ALLOWED AT ANY TIME• REFERENCE SPECS FOR JACK HAMMER DIRECTION5. USE REMOVAL METHODS THAT WILL NOT CRACK, UNDERMINE, OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS4" SAND CUSHIONCONDUIT OR PIPEDOWELING TO BE A MAXIMUM OF 6" FROM EDGE OF CONCRETE INFILLPLANCONDUIT AND SAND CUSHION ONLY APPLY WHEN INFILLING OVER TRENCHDEPTH TO BE DETERMINED PER FIELD CONDITIONS AND LOCAL CODES SECTIONPLANMAX6"MAX6"DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMSHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.D1DEMOLITIONPLAN ANDDETAILWALWE0109ROHNERT PARK,CA10/01/2410/01/24STORE NO: 02468-21833T07/26/24ROHNERT PARK,CA901 GOLF COURSE DRIVE, ROHNERT PARK, CA 94928AK/KR/CBSME1" = 10'-0"1DEMOLITION PLAN3/4" = 1'-0"2SLAB TRENCHING DETAILISSUE BLOCK10/01/2024 1-A22-A23-A26-A28-A27-A211-A210-A29-A21234567ABCDFGTYPREF 5-A3PRODUCE SCALE AND SCALE HOLDER FINAL PLACEMENT BY OTHERS. FOR ANCHORINGREQUIREMENTS,REF 4-A31.551.55TYPREF 5-A31.55TYPREF 5-A3(2) HORIZONTALLY ORIENTED DIGITAL DISPLAYS FURNISHED AND INSTALLED BY OWNER,, FOR ATTACHMENTS AND RESPONSIBILITIES, BOTTOM OF MONITOR TO BE AT 7’-6”AFFREF 15-A5.1SALESUPCALCOVEFREEZERMECHANICAL/ELECTRICALPRODUCECOOLERPRODUCE PREPSTOCKROOMDAIRY COOLERRECEIVINGBAKERY PREPALCOVEMEAT COOLERDELI PREPNOTE:WM TO PROVIDE SHELVES FOR GC TO FIELD MODIFY TO FIT AROUND COLUMNS, GC TO VERIFY SPECIFIC QUANTITIES AND LOCATIONS WITH THE WM FIELD PROJECT MANAGER, STORE PLANNING WILL INSTALL AND PAINT THE SHELVES AFTER MODIFICATION BY THE GC, REF SHEET SA1 FOR BID ALLOWANCE OF GONDOLA SHELVESNOTE: REMOVE AND REPLACE DAMAGED FLOOR CONTROL JOINT MATERIAL THROUGHOUT SALES AND CUSTOMER AREAS IN ACCORDANCE WITH SPECS FULL DEPTH JOINT FILLER REPLACEMENT, REF SA1 SHEET FOR BID ALLOWANCEREMOVE EXISTING NON-DIGITAL MENU BOARDS AND BRACKETS. COORDINATE TIMING WITH WM REALTY EXECUTION1.55TYPREF 5-A3PATCH AND REPAIR WALLS AND FINISHES TO MATCH ADJACENT WHERE IMPACTED BY INSTALLATION OR MODIFICATION OF PLUMBING AND/OR ELECTRICAL UTILITIESEXISTING PAINT STRIPPING TO REMAIN. TOUCH-UP AS REQUIRED9.909.90EXISTING EYE WASH TO REMAIN9.9010.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.444-A2BALE ANDPALLETSTORAGEORGANICWASTE1.55TYPREF 5-A3ADJACENT TENANTADJACENT TENANT5-A2EQEQCLREPAIR FLOOR TO MATCH ADJACENT AT LOCATIONS OF DEMOLISHED WALLSFV8'-0"MOP SINK, REF MEP1.551.551.55FRP1SCB5NOTE:INSTALL NEW FRP UP TO MINIMUM 8' AFF. INSTALL SCB ON TOP.NOTE:FOR SEISMIC DESIGN CATEGORY D, SUSPENSION HEAVY DUTY GRID SYSTEM COMPONENTS, HANGER WIRES, COMPRESSION STRUTS, SPLAY BRACING, SUSPENDED FROM OPEN WEB STEEL JOISTS ABOVE SHALL COMPLY WITH ASTM C635, ASTM C636, AND SECTION 5.1 OF ASTM E580 (ASCE 7-16, SECTION 13.5.6.2.2). INSTALL N ACCORDANCE TO ICC-ES EVALUATION REPORT ESR-1222, WITH CBC SUPPLEMENT. SPECIAL INSPECTIONS REQUIRED.SUPPORT FIXTURES/AIR DEVICES FROM STRUCTURE ABOVE WITH (2)12GA HANGER WIRES (MIN).(N) ELEC EQUIPMENT. REFER ELECMOTHER'S ROOM184TRAINING172TOILET201TOILET202BREAKROOM151BACK OFFICEHALLWAY157PICKUPSTORAGE946AP OFFICE119FAMILY TOILET167MEN165WOMEN166PHARMACY300HEALTH SERVICEROOM303PHARMARYSTORAGE305PHARMACYTOILET301EXISTING SQUARE FOOTAGESBREARKOOM: 220 SQFTTRAINING: 98 SQFTPICKUP: 165 SQFTNEW SQUARE FOOTAGESBREAKROOM: 673 SQFTTRAINING: 138 SQFTPICKUP: 3056 SQFTMOTHER'S ROOM: 98 SQFT SHEET NOTES1. ENSURE ALL EXISTING WALL STANDARDS AND HALF GONDOLAS TO REMAIN ARE SECURE TO WALL2. REPLACE ALL EXISTING ADJUSTABLE TUBE COUNTER SUPPORTS THROUGHOUT THE STORE• , FOR SUPPORTS AND SPACING3. RELOCATE AND/OR INSTALL PREFABRICATED CASH WRAPS FOR CHECKOUTS AND SERVICE COUNTERS• CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED4. RELOCATION AND SETUP OF GONDOLAS AND/OR RACKING AS INDICATED ON FXS SHEETS WILL BE PERFORMED BY OTHERS• ANCHORING OF UPRIGHTS TO BE PERFORMED BY GENERAL CONTRACTOR5. IF PRICE READERS, FIRE EXTINGUISHERS OR PAPER TOWEL DISPENSERS ARE STRAPPED TO COLUMNS ON THE SALES FLOOR, REMOVE AND REINSTALL USING SCREWS, STRAPPED ATTACHMENT TO REMAIN AT BRACED FRAMED COLUMNS. REF SHEET SA1 FOR BID ALLOWANCEREF 12-A5.1GROCERY NOTES6. INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES7. PROVIDE STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS 52" OR LOWER BETWEEN REFRIGERATED CASES, WALLS AND/OR EQUIPMENT8. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH INSTALLATION OF REFRIGERATED CASES AND FIXTURESA. EXISTING REACH-IN FROZEN CASES TO BE RELOCATED OR REMOVED SHALL BE USED ON A TEMPORARY BASIS DURING CONSTRUCTION OF NON-SERVICE SEAFOOD AREAB. TEMPORARY CASES SHALL BE REMOVED ONCE CASES ARE DELIVERED AND OPERATIONAL9. DIMENSIONS OF REFRIGERATED CASES ARE TO OUTERMOST POINTS OF CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR10. ALL NON-MOVEABLE EQUIPMENT INCLUDING SINKS, OVENS, AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO WALLSA. BASE OR LEGS SHALL BE SET IN A BED OF SEALANT WITH EXCESS REMOVEDB. MOVEABLE EQUIPMENT SHALL NOT BE SEALED11. ALL COOLER BOX MODIFICATIONS TO BE PERFORMED BY COOLER/FREEZER MANUFACTURERA. RELATED SLAB WORK BY GC12. COORDINATE RE-SKINNING OF EXISTING CASES TO REMAIN WITH SEPARATE CONTRACTOR13. REPLACE DAMAGED OVERHEAD REFRIGERATION PIPE INSULATIONA. REF SHEET SA1 FOR BID ALLOWANCE1. STUD WALL DIMENSIONS ARE TO FACE OF STUD2. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLEA. ON COOLER/FREEZER PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: • SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT • INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS AND ANCHORS• COVER UTILITIES WITH 20 GA STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONT SEALANT ALONG EDGES AND JOINTS3. PROVIDE CONT USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS AND FLOORS IN FOOD PREPARATION, COOLER AND FREEZER AREAS4. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING WALMART QUALITY ASSURANCE STANDARDSA. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECSB. REF SPECS FOR SEALANT SCHEDULE5. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON DRAWINGS OR INDICATED IN SPECSA. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS AS RECOMMENDED BY MANUFACTURER FOR THE SPECIFIC APPLICATIONEQUIPMENT NOTES1. REFERENCE SHEET A1 FOR EQUIPMENT LOCATION2. 3-COMPARTMENTS, PREP SINKS, AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK VALVES3. OWNER DETERMINES FINAL QUANTITY BETWEEN SLICERS AND/OR AUTO SLICERS4. QUANTITY AND TYPE BY OWNER -RACKS/SHELVING SHOWN ARE FOR POSSIBLE STORAGE AND PREP LOCATIONS5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM6. HAND SINK INSTALLED TO 2'-9" WORKING HEIGHT7. SPLIT-TEMP APPLICATION SHOWN BY PRODUCT LISTING ASSIGNED ABOVE AND BELOW THE EQUIPMENT NUMBER, REFERENCE REFRIGERATION DRAWINGS FOR SPLIT-TEMP APPLICATION8. GENERAL CONTRACTOR TO INSTALL OWNER FURNISHED SOAP AND PAPER TOWEL DISPENSER, REF GROCERY INTERIOR ELEVATIONS FOR MOUNTING LOCATIONS9. OWNER TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM-A-LOT) OR PHILADELPHIA TRAMRAIL10. EQUIPMENT SUPPLIED BY OWNER11. EQUIPMENT INSTALLED BY EQUIPMENT SUPPLIER12. EQUIPMENT INSTALLED BY OWNER13. REFRIGERATED CASE FASCIA INSTALLED BY RC -COORDINATE WITH OWNER TO INSTALL FASCIA FROM CASE CANOPY EDGE TO FACILITATE INSTALLATION OF OWNER INSTALLED SIGNAGE -INSTALL PER MANUFACTURER'S INSTRUCTIONS AND COORDINATE WITH UTILITY CONNECTIONS14. SCALE STAND FURNISHED BY OEM AND INSTALLED BY GC15. RETROFIT DOORS/LIDS PROVIDED BY OWNER AND INSTALLED BY EQUIPMENT SUPPLIER16. REFERENCE SPECS FOR SPECIAL INSTRUCTIONSGENERAL EQUIPMENT NOTESA. ALL EQUIPMENT IS SUPPLIED BY OWNER, INSTALLED BY THE GENERAL CONTRACTOR, GENERAL CONTRACTOR TO MAKE FINAL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTEDB. REFERENCE SPECS FOR REFRIGERATED AND HOT DISPLAY CASES FOR SUPPLIED BY, INSTALLED BY, AND FINAL CONNECT BYC. REFERENCE SPECS FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT LEGENDSD. OWNER TO SUPPLY SS FIXTURES BY WIN-HOLTDOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMSHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.A1FLOOR PLANWALWE0109ROHNERT PARK,CA10/01/2410/01/24STORE NO: 02468-21833T07/26/24ROHNERT PARK,CA901 GOLF COURSE DRIVE, ROHNERT PARK, CA 94928KR/CBSME1" = 11'-6"1FLOOR PLANNOTE:MIN 4 WEEKS PRIOR TO INSTALLATION, GC TO CONTACT WALMART SUPPLIER(wmreactive@loebelectric.com) TO PLACE AN ORDER12 FT 08 FT 0MULTI-DECK (FRESH MEAT)6 FT 0CASE DESCRIPTION CASE LENGTH QTYLED LIGHTING CONVERSION CASECOUNTNOTE:MIN (4) WEEKS PRIOR TO INSTALLATION, GC TO CONTACT WALMARTSUPPLIER (GE TEAM: 1-866-671-3992 AND WALMART_RDL_ORDERS@GE.COM)TO PLACE AN ORDER5-DR FRAME 0 0 ---4-DR FRAME 0 0 ---3-DR FRAME 0 0 ---FROZEN CAKE2-DR FRAME 0 0 ---5-DR FRAME 0 0 ---4-DR FRAME 0 0 ---3-DR FRAME 0 0 ---SEAFOOD2-DR FRAME 0 0 ---5-DR FRAME 0 0 NOT AVAILABLE4-DR FRAME 0 0 NOT AVAILABLE3-DR FRAME 0 0 NOT AVAILABLEREACH-IN FROZFOOD/ICE CREAM2-DR FRAME 0 0 ---5-DR FRAME 0 0 ---4-DR FRAME 0 0 ---3-DR FRAME 0 0 ---DAIRY COOLER2-DR FRAME 0 0 ---LOCATION FRAME TYPE# OFFRAMES# OFDOORSFRAMEMANUFACTURERLED LIGHTING CONVERSION GLASSDOOR AND FRAME COUNTREFRIGERATED CASE LEGENDWDS NUMBER QTY.CASELENGTH/DOOR NO.DESCRIPTION MFR OR SUPPLIER MODEL NO. NOTESRD3032.045 1 8FT REACH-IN (FRENCH DOORS) HUSSMANN CORPORATION IDD5SU 1,5,10RD3032.045 2 12FT REACH-IN (FRENCH DOORS) HUSSMANN CORPORATION IDD5SU 1,5,10RD3033.145 2 4DR REACH-INHUSSMANN CORPORATION RL 5KEYNOTES1.55 DIAMOND PLATE REFRIGERATED CASE FLOORMOUNTED RAILING OWNER FURNISHED GCINSTALLED9.90 FLOOR STRIPES. REF N1 FOR STRIPING CONDITIONS.10.44 PROVIDE TACTILE "EXIT" AND "EXIT ROUTE" SIGN, REFN1.ISSUE BLOCK1 PR#1 11/22/243 ADD#1 03/27/25COLOR LEGENDFRP1 FIBERGLASS REINFORCED PLASTIC (WHITE)SCB5 GRAYSERVICE DELI EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESPRODUCE EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESBAKERY EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESMISC. GROCERY EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESSTAINLESS STEEL EQUIPMENT LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESWEDGE EQUIPMENT LEGENDWDS NO. QTY. DESCRIPTIONMFR OR SUPPLIER MODEL NO. NOTES VAN VANLSSLRSLRSGOLF COURSE DRCOUNTRY CLUB DR EMILY AVERPARKING INFORMATION NOTES:(1)USABLE FLOOR AREA IS PER INFORMATION SHOWN ON ORIGINAL SITE PLAN SHEET.(2)EXISTING PARKING COUNTS ARE BASED ON ORIGINAL CONSTRUCTION PLANS AND A REVIEW OF AVAILABLE AERIAL PHOTOGRAPHS.(3)PARKING SPACES OCCUPIED BY CART CORRALS HAVE BEEN EXCLUDED FROM THE PARKING COUNTS AND PARKING RATIOS.(4)THE VAN STALL COUNT IS INCLUDED IN THE ADA PARKING STALLS PROVIDED COUNTWALMART PARKING INFORMATIONWALMART BUILDING INFOAHJ PARKINGREQUIREDWALMARTPARKINGREQUIREDREGULAR PARKINGSTALLS PROVIDEDOPD PARKING STALLSPROVIDEDADA PARKING STALLSPROVIDED (VAN)CART CORRAL STALLSPROVIDEDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALWALMARTPARKING RATIOWALMARTBUILDING SF (1)SPACESSPACESSPACES (2,3)SPACES (2,3)SPACES (2,3,4)SPACES (2,3)SPACES (2,3)SPACES (2,3)SPACES (3)EXISTING33,411 SF112 SPACES134 SPACES11146(1)61213.62 SP / 1,000 SF3.62 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED38,380 SF128 SPACES134 SPACES112177(2)61363.54 SP / 1,000 SF3.54 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)SHOPPING CENTER PARKING INFORMATIONSHOPPING CENTER BUILDINGINFOAHJ PARKINGREQUIREDLEASE AGREEMENTPARKING REQUIREDTOTAL STALLSPROVIDEDTOTALAHJ PARKING RATIOTOTALLEASE AGREEMENTPARKING RATIOTOTALBUILDING SF (1)SPACESSPACESSPACES (2,3)SPACES (2,3)SPACES (3)EXISTING77,751 SF259 SPACES312 SPACES3614.64 SP / 1,000 SF4.64 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)PROPOSED77,751 SF259 SPACES312 SPACES3574.59 SP / 1,000 SF4.59 SP / 1,000 SF(3.33 SP / 1,000 SF)(4 SP / 1,000 SF)© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC1.0OVERALL SITEPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.NORTHLEGENDPROPERTY LINESHEET NOTES1ON PROJECTS WHERE PICKUP IS IN OPERATION AND PICKUPSIGNAGE EXISTS ON SITE. VERIFY THAT SIGN LOCATIONSMATCH THE NEW PROPOSED SIGN LOCATIONS SHOWN INTHIS SET. REMOVE ANY EXISTING PICKUP SIGNS THAT DONOT MATCH THE SIGN TYPES AND LOCATIONS PROVIDED INTHIS SET. CONSULT WITH WM CONSTRUCTION MANAGERPRIOR TO REMOVING EXISTING PICKUP SIGNAGE. PATCHAND REPAIR PAVEMENT TO MATCH EXISTING AND PROVIDEFLUSH WITH EXISTING TOP OF PAVEMENT.ARROWNUMBERMOUNTINGTYPEDirectional Left3PoleDirectional RightPoleDirectional StraightPoleDIRECTIONAL SIGNSIGN ARROW DIRECTIONL=LEFTR=RIGHTS=STRAIGHTDIRECTIONAL SIGN SCHEDULESIGNAGE LEGEND1ARROWRDIRECTIONAL SIGN SCHEDULE34INSTALL DIRECTIONAL PICKUP SIGN ON POST PER DETAIL 1AND 2, SHEET C4.0.CONSTRUCTION NOTESOVERALL SITE PLANSCALE: 1" = 40'NOTE TO CONTRACTOR PROTECT-IN-PLACE NOTESPROTECT-IN-PLACE EXISTING ASPHALT PAVEMENT.DEMOLITION NOTESERADICATE EXISTING STRIPING AND SEAL COAT AREA.DEMO EXISTING PICKUP SIGN© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC2.0PICKUP 2.0DEMOLITION PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.LEGENDINDEX MAPSCALE: 1" = 150'NORTHNORTHPROPERTY LINECONCRETE SIDEWALK TO BE REMOVEDASPHALT PAVEMENT TO BE REMOVEDDEMOLITION PLANSCALE: 1" = 10'PROTECT-IN-PLACE EXISTING CONCRETE CURB AND GUTTER.PROTECT-IN-PLACE EXISTING BUILDING FACADE.PROTECT-IN-PLACE EXISTING STRIPING.PROTECT-IN-PLACE EXISTING TRUNCATED DOMES. ADJUST TOPROPOSED GRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING CONCRETE SIDEWALK.PROTECT-IN-PLACE EXISTING CURBED LANDSCAPED ISLANDINCLUDING TREES IF PRESENT.PROTECT-IN-PLACE EXISTING LANDSCAPING.PROTECT-IN-PLACE EXISTING WINDOW.PROTECT-IN-PLACE EXISTING DOOR.PROTECT-IN-PLACE EXISTING INLINE RAMP.PROTECT-IN-PLACE EXISTING TRASH ENCLOSURE.PROTECT-IN-PLACE EXISTING GAS METER. ADJUST TO PROPOSED GRADEAS NECESSARY.PROTECT-IN-PLACE EXISTING SEWER MANHOLE. ADJUST TO PROPOSEDGRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING GRATE INLET. ADJUST TO PROPOSEDGRADE AS NECESSARY.PROTECT-IN-PLACE EXISTING COLUMN. ADJUST TO PROPOSED GRADE ASNECESSARY.PROTECT-IN-PLACE EXISTING FENCE.PROTECT-IN-PLACE EXISTING CONCRETE CURB.DEMOLITION PLANSCALE: 1" = 10'NO R T H PROTECT-IN-PLACE EXISTING BOLLARD. ADJUST TO PROPOSED GRADEAS NECESSARY.EXISTING CONCRETE CURB TO BE REMOVEDEXISTING CONCRETE CURB TO REMAINLIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPINGAND PAVEMENT MARKINGS WERE REMOVED AND WHERE NEWSTRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLYNEW STRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.SAWCUT LINEELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVEPROTECT-IN-PLACE EXISTING SPEED BUMP.NOTE TO CONTRACTOR VAN VANCONSTRUCTION NOTESPROPOSED WHITE 4" STRIPE, 60 DEGREES, SPACED AT 36"O.C.INSTALL "STOP HERE FOR PEDESTRIANS" SIGN ON POST ANDBOLLARD PER DETAIL ON SHEET C4.0 AND "SIGN MOUNTINGAND BASE" ON SHEET C10.0.INSTALL PICKUP SIGN ON POST AND BOLLARD PER DETAILSON SHEET C4.0.PROPOSED ASSOCIATE PATH-OF-TRAVEL PER DETAIL ONSHEET C4.0.STRIPE PICKUP PARKING TO MATCH SITE EXISTING.PROPOSED PICKUP DOOR. REFER TO ARCHITECTURAL PLANSFOR MORE INFORMATION.INSTALL PICKUP SIGN MOUNTED ON WALL PER DETAILS ONSHEET C4.0.PROPOSED STOP SIGN WITH SUPPLEMENTARY "CROSSTRAFFIC DOES NOT STOP" PLACARD ON POST AND BOLLARDPER DETAIL ON SHEET C10.0.PROPOSED STOP SIGN WITH SUPPLEMENTARY "CROSSTRAFFIC DOES NOT STOP" PLACARD ON POST PER DETAIL ONSHEET C10.0.PROPOSED DO NOT ENTER SIGN ON POST PER DETAIL ONSHEET C10.0.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC3.0PICKUP 2.0 SITEPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.INDEX MAPSCALE: 1" = 150'NORTHNORTHLEGENDPROPERTY LINESITE PLANSCALE: 1" = 10'ELEANOR AVEGOLF COURSE DRSAWCUT LINEASPHALT PAVEMENT. REFER TO DETAIL ON SHEET C4.0CONCRETE PAVEMENT. REFER TO DETAIL ON SHEET C4.01" MILL AND OVERLAY. OVERLAY DEPTH VARIES. REFER TOPROPOSED GRADES ON SHEET C6.0 FOR MORE INFORMATION.COUNTRY CLUB DREMILY AVEPROPOSED PICKUP PARKING STALL NUMBER (SHOWN FORLOCATION PURPOSES ONLY, DO NOT PAINT.)NOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC4.0PICKUP 2.0DETAILSPAINTEDTRAFFICWHITE6"8" TYP. 7'-4"2'-0" TYP.N.T.S.PICKUP CROSSWALK MARKINGN.T.S.LEGEND, BORDER- BLACKBACKGROUND- WHITE (RETROREFLECTIVE)STOP SYMBOL- RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"1'FRONTVIEW - TYPICAL PICKUP PARKING SIGNAGEN.T.S.3500 P.S.I. P.C.CONCRETE BASE6'-2"SLOPE TOPOF CONCRETEGROUND SURFACE1'SIDEVIEW - TYPICAL PICKUP PARKING SIGNAGEN.T.S.3500 P.S.I. P.C.CONCRETE BASE6'-2"SLOPE TOPOF CONCRETEGROUND SURFACEU-BOLTU-BOLT NUT LOCATIONSBOLT LOCATIONS PERSTANDARD WITH SPACERAS FOR LEVEL SIGN MOUNTINGBOLT LOCATIONS PERSTANDARD WITH SPACERAS FOR LEVEL SIGN MOUNTING1'-0"2'-0"1'-0"4'-0"EDGE OF TRAVEL WAY 4'-0"EDGE OF TRAVEL WAY06/13/19NOTES FOR SINGLE POST WITH BOLLARD:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAYADMINISTRATION'S "MANUAL OF UNIFORM TRAFFICCONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS TO POST IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"x2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.SINGLE POST WITH BOLLARDEDGE OF TRAVEL WAY SIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°PAVED SURFACESQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONGROUND SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"x2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALLBE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.SINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S. PICKUP SIGN MOUNTING ANDBASE18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBEUSE 4" SCH. 40STEEL PIPE FILLED W/CONCRETE WITH TOPROUNDED AND PAINTEDTRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN30" STOP SIGN MOUNTED TO POSTWITH BREAK AWAY POST36" STOP SIGN SHALL BE INSTALLEDON POST WITH BOLLARD30" STOP SIGN MOUNTED TO POSTWITH BREAK AWAY POST36" STOP SIGN SHALL BE INSTALLEDON POST WITH BOLLARDSIGN ON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITH BOLLARD)SIGN ON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITH BOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN4'-0"4'-0"STOP SIGN ONLY -ON POST WITHBOLLARD4'-0"4'-0" 4'-0" 4'-0"SIGN ON POST WITHBOLLARDSIGN ON POST WITHBOLLARDSTOP SIGN ONLY -ON POST WITHBOLLARDN.T.S.N.T.S.N.T.S.2'-0" 2'-6"(WHEN IN CURBED ISLAND)(WHEN IN PAINTED ENDCAP)CALL IN SIGN1818LARGE368DIRECTIONAL SIGNS (LEFT / STRAIGHT / RIGHT)24SIGNS SUPPLIED BY WALMART. INSTALLATION BY CONTRACTOR. SIGN DELIVERY TO BE COORDINATEDBY CONTRACTOR.PICKUP SIGNAGE1818 PROTECT-IN-PLACE EXISTING ASPHALT PAVEMENT.PROTECT-IN-PLACE NOTESPROTECT-IN-PLACE EXISTING CONCRETE CURB.PROTECT-IN-PLACE EXISTING CONCRETE CURB AND GUTTER.PROTECT-IN-PLACE EXISTING CURBED LANDSCAPE ISLAND INCLUDINGTREES IF PRESENT.PROTECT-IN-PLACE EXISTING RAMP.PROTECT-IN-PLACE EXISTING BUILDING FACADE.PROTECT-IN-PLACE EXISTING STRIPING.PROTECT-IN-PLACE EXISTING TRUNCATED DOMES. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BOLLARD. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING SIDEWALK.PROTECT-IN-PLACE EXISTING LIGHT POLE. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING COLUMN. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING DOOR.PROTECT-IN-PLACE EXISTING FENCE.PROTECT-IN-PLACE EXISTING WATER VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER VALVE ASSEMBLY. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED VALVE. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED VAULT. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING FIRE DEPARTMENT CONNECTION. ADJUSTTO PROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING POST INDICATOR VALVE. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING GRATE INLET. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING IRRIGATION PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BLOW OFF. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING CURB DRAIN. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING TELEPHONE VAULT. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING IRRIGATION VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING TELEPHONE PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING PROPANE CABINET. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING BIKE RACK.PROTECT-IN-PLACE EXISTING FLAG POLE. ADJUST TO PROPOSED GRADEIF NECESSARY.PROTECT-IN-PLACE EXISTING ELECTRICAL PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER METER. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING UNIDENTIFIED PULLBOX. ADJUST TOPROPOSED GRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WATER VALVE. ADJUST TO PROPOSEDGRADE IF NECESSARY.PROTECT-IN-PLACE EXISTING WINDOW. ADJUST TO PROPOSED GRADE IFNECESSARY.PROTECT-IN-PLACE EXISTING SPEED BUMP.DEMO EXISTING ASPHALT PAVEMENT AND PROTECT BASECOURSE.DEMOLITION NOTESDEMO EXISTING CONCRETE CURB AND GUTTER ANDPROTECT BASE COURSE.DEMO EXISTING TRUNCATED DOMES AND PROTECT BASECOURSE.DEMO EXISTING SIGN AND POST AND BOLLARD.DEMO EXISTING SIGN AND POST.ERADICATE EXISTING STRIPING AND SEAL COAT AREA.DEMO EXISTING CONCRETE PAVEMENT AND PROTECT BASECOURSE.DEMO EXISTING INLINE CURB RAMP.DEMO EXISTING SIGN MOUNTED WALL.DEMO EXISTING CONCRETE CURB AND PROTECT BASECOURSE.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC5.0ADA DEMOLITIONPLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.LEGENDINDEX MAPSCALE: 1" = 150'NORTHPROPERTY LINEEXISTING EASEMENTEXISTING CONCRETE CURB TO BE REMOVEDEXISTING CONCRETE CURB TO REMAINSAWCUT LINELIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPINGAND PAVEMENT MARKINGS WERE REMOVED AND WHERE NEWSTRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLYNEW STRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.ASPHALT PAVEMENT TO BE REMOVEDCONCRETE PAVEMENT TO BE REMOVEDDEMOLITION PLANSCALE: 1" = 10'DEMOLITION PLANSCALE: 1" = 10'NORTHNORTHELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVENOTE TO CONTRACTOR VAN VANVAN VANCONSTRUCTION NOTESPROPOSED ASPHALT PAVEMENT PER DETAIL ON SHEET C7.0.PROPOSED CONCRETE SIDEWALK PER DETAIL ON SHEETC7.0.PROPOSED CONCRETE CURB PER DETAIL ON SHEET C7.0.HEIGHT PER PLAN.PROPOSED MODIFIED CONCRETE CURB AND GUTTER PERDETAIL ON SHEET C7.0. HEIGHT PER PLAN.INSTALL CAST-IN-PLACE TRUNCATED DOMES IN CONCRETEPER DETAIL ON SHEET C7.0. WIDTH TO BE 3.0' UNLESSOTHERWISE SPECIFIED IN PLANS.STRIPE ACCESSIBLE PARKING SPACES PER DETAIL ON SHEETC7.0. DIMENSIONS PER PLAN.INSTALL ACCESSIBLE PARKING SIGN ON POST AND BOLLARDPER DETAIL ON SHEET C7.0 AND "SIGN MOUNTING AND BASE"ON SHEET C10.0.PROPOSED 1.0" MILL AND OVERLAY TO PROPOSED GRADESSHOWN HEREON. OVERLAY DEPTH MAY VARY.PROPOSED PARALLEL ACCESSIBLE RAMP PER DETAIL ONSHEET C7.0.PROPOSED IN-LINE ACCESSIBLE RAMP PER DETAIL ON SHEETC7.0.INSTALL DUAL ACCESSIBLE PARKING SIGN ON POST ANDBOLLARD PER DETAIL ON SHEET C7.0 AND "SIGN MOUNTINGAND BASE" ON SHEET C10.0.INSTALL WALL MOUNTED ACCESSIBLE PARKING SIGN ON PERDETAIL ON SHEET C7.0.INSTALL ACCESSIBLE HAND RAIL PER DETAIL ON SHEET C7.0AND PIPE EMBEDMENT ON SHEET C7.0.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC6.0ADA SITE PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.SITE PLANSCALE: 1" = 150'NORTHSAWCUT LINEASPHALT PAVEMENT. REFER TO DETAIL ON SHEET C7.0CONCRETE PAVEMENT. REFER TO DETAIL ON SHEET C7.01" MILL AND OVERLAY. OVERLAY DEPTH VARIES. REFER TOPROPOSED GRADES ON THIS SHEET FOR MORE INFORMATION.SITE PLANSCALE: 1" = 10'LEGENDPROPERTY LINELIPFSFLTCEXISTING ELEVATIONPROPOSED ELEVATIONLIP OF GUTTERFINISHED SURFACETOP OF CURBFLOW LINEDOORDRGRADE BREAK LINESITE PLANSCALE: 1" = 10'NORTHNORTHNEW CROSSWALK MARKINGS. 6" WIDE PAINTED WITHSTRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0" O.C.AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDSUNLESS NOTED OTHERWISE. SEE IMPROVEMENT PLAN FORDIMENSIONS. ENTIRE CROSSWALK SHALL BE RESTRIPED.ELEANOR AVEGOLF COURSE DRCOUNTRY CLUB DREMILY AVENOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC7.0ADA DETAILSN.T.S.LEGEND, BORDER- BLACKBACKGROUND- WHITE (RETROREFLECTIVE)STOP SYMBOL- RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"CONCRETE CURBCONCRETE SIDEWALKDETECTABLE WARNINGNOTE: PROVIDE 1/2" EXPANSION(TYP)95% STD. PROCTOR (TYP)COURSE COMPACTED TO4" AGGREGATE BASE(TYP)5.0'1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.)1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK5.0'5.0'5.0'5.0'5.0'5.0'4"4"2"(TYP)PC CONCRETE6"TYP(TYP)2"SLOPE 1/4" /FT.SEE SITE PLANMAX.1/2"R(TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALKNO. 3 BARS AT 24" O.C. EACHWAY MAX. SPACING4" REINFORCED PORTLAND CEMENTCONCRETE WITH MINIMUM 3500 PSI28 DAY COMPRESSIVE STRENGTHACCESSIBLE CURB RAMPSTANDARD DUTY ASPHALTACCESSIBLE PARKING-STRIPING DETAIL2"9'9.0'5'8'60°18.0' (MIN.)2"9'2"ADA LOGO STRIPING DETAIL60°2"2"2"5'9'9'60°36"18'60°8'36"ALL ACCESSIBLE PARKING11B-502.6.2.SPACESALL VAN ACCESSIBLEPARKING SPACESTHIS SIGN TYPICAL ATPENALTY SIGN WITH WORDING AS REQUIRED PER CBC SECTIONTHIS SIGN TYPICAL ATACCESSIBLEVAN12" X 6"12" X 9"PARKINGRESERVEDR7-8FINE $250MINIMUMACCESSIBLE PARKING SIGN(MIN. 70 SQ. IN.)36"60°SEE PLAN FOR WIDTHADA PATH-OF-TRAVEL STRIPINGMODIFIED CONCRETE CURB AND GUTTERTYPICAL HAND RAIL DETAILPIPE EMBEDMENT DETAIL SITE AND DEMOLITION LEGENDREFERENCE DETAIL SHEETEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST AND BASE TO REMAIN. BOLLARD SIGN POSTS TO BE RE-PAINTED AS NECESSARY.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING CENTERLINE STRIPING TO REMAIN.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE.NEW STOP TEXT AND STOP BAR.NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS. EXISTING TO BE REMOVED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKINGS.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.REFRESH FIRE LANE STRIPING PER ROHNERT PARK INFORMATION BULLETIN 003-2020 STANDARDS.NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.EXISTING "STOP HERE FOR PEDESTRIANS" SIGN TO REMAIN OR BE RE-USED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REVISED/REFRESHED TO MATCHCURRENT DETAILS.EXISTING OPEN ARROW PAVEMENT MARKING TO BE REVISED/REFRESHED TO MATCH CURRENTDETAILS.NEW CONCRETE CURB TO BE FLUSH WITH PAVEMENT.NEW "DO NOT ENTER" SIGN.NEW 36"X36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES.NEW "CROSS TRAFFIC DOES NOT STOP" PLACARD.NEW "ONCOMING TRAFFIC DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM LEFT DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM RIGHT DOES NOT STOP" PLACARD.© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC8.0SSM-1NOTES TO CONTRACTOR :1.BFR (BUILDING FRONTAGE ROAD)OCR (OUTER CIRCULATION ROAD)2.CONTRACTOR SHALL INSTALL 'NEW' STOP BARS, SIGNS, AND TEXT TOMATCH CURRENT DETAILS AT THE LOCATIONS SHOWN ON THESE PLANS.3.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BEINSTALLED ON A SINGLE POST WITH BOLLARD.4.CONTRACTOR TO TRIM TREES OBSTRUCTING SIGN VIEWSTOP SIGNS AND MARKINGSCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.SITE PLANNEIGHBORHOODMARKET #2468CONTRACTOR SHALL PROVIDE ALLSTOP BARS, TEXT, DIRECTIONALARROWS, LANE STRIPING ASSHOWN ON THIS PLAN. ALLPARKING STALL RESTRIPING TOBE PROVIDED BY OTHERS.BFROCRNORTHCONTRACTOR TO REFER TO SHEETSECP-1 FOR ADDITIONALIMPROVEMENTS ALONG BFRNOTES1. STOP SIGNS AND PAVEMENT MARKINGS REFLECTON SITE CONDITIONS AT THE TIME OF CEC'S SITEVISIT. CONTRACTOR SHALL NOTIFY THE WALMARTCONSTRUCTION MANAGER IF EXISTING CONDITIONSARE DIFFERENT THAN WHAT IS SHOWN.2. PROPERTY BOUNDARIES SHOWN AREAPPROXIMATED AND INTENDED FORCONCEPTUAL PURPOSES ONLY.IMAGE SOURCE: NEARMAPSIMAGE DATE: JULY 2023NOTE TO GENERAL CONTRACTOR:(1) STRIPE/REFRESH ALL EXISTING PARKINGFIELDS (MAIN, SIDE AND REAR OF STORE).(2) DO NOT STRIPE/REFRESH IF SIMILARWORK WAS COMPLETED WITHIN LAST YEAR.CONFIRM WITH CONSTRUCTION MANAGER.ELEANOR AVEGOLF COURSE DRIVENOTE TO CONTRACTOR SITE AND DEMOLITION LEGENDREFERENCE DETAIL SHEETEXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED.EXISTING STOP SIGN TO BE REMOVED.EXISTING SIGN POST TO BE REMOVED.EXISTING SIGN POST AND BASE TO REMAIN. BOLLARD SIGN POSTS TO BE RE-PAINTED AS NECESSARY.EXISTING CROSSWALK STRIPING TO BE REMOVED.EXISTING YIELD PAVEMENT MARKING TO BE REMOVED.EXISTING CENTERLINE STRIPING TO REMAIN.NEW "STOP HERE FOR PEDESTRIANS" SIGN.NEW 30"X30" STOP SIGN.NEW SIGN MOUNTING AND BASE.NEW STOP TEXT AND STOP BAR.NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C.NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OFTRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTEDOTHERWISE. SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED.LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED AND WHERE NEW STRIPING AND PAVEMENT MARKINGS WILL BE APPLIED. APPLY NEWSTRIPING AND PAVEMENT MARKINGS OVER SEAL COAT.NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS. EXISTING TO BE REMOVED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REMOVED.NEW OPEN ARROW PAVEMENT MARKINGS.EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED.REFRESH FIRE LANE STRIPING PER ROHNERT PARK INFORMATION BULLETIN 003-2020 STANDARDS.NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE.EXISTING STOP SIGN TO REMAIN.EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES.EXISTING BOLLARD AND SIGN POST TO BE REPAINTED.NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST.EXISTING "STOP HERE FOR PEDESTRIANS" SIGN TO REMAIN OR BE RE-USED.EXISTING STOP BAR AND STOP TEXT PAVEMENT MARKINGS TO BE REVISED/REFRESHED TO MATCHCURRENT DETAILS.EXISTING OPEN ARROW PAVEMENT MARKING TO BE REVISED/REFRESHED TO MATCH CURRENTDETAILS.NEW CONCRETE CURB TO BE FLUSH WITH PAVEMENT.NEW "DO NOT ENTER" SIGN.NEW 36"X36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES.NEW "CROSS TRAFFIC DOES NOT STOP" PLACARD.NEW "ONCOMING TRAFFIC DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM LEFT DOES NOT STOP" PLACARD.NEW "TRAFFIC FROM RIGHT DOES NOT STOP" PLACARD.VAN VAN© STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC9.0SECP-1NOTES TO CONTRACTOR:1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFICDIMENSIONS OF CROSSWALK STRIPING AND LOCATION OFSIGNAGE.2.PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLANFOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TOSTARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES ANDDURATION OF LANE CLOSURES, TEMPORARY VEHICLE ANDPEDESTRIAN TRAFFIC CONTROL.3.ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXTALONG THE BFR (BUILDING FRONTAGE ROAD) SHALL BEREMOVED. GRIND OUT ANY DIRECTIONAL ARROWS OR STOPBARS/TEXT THAT ARE NOT CORRECTLY LOCATED ORINCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COATTO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HASBEEN REMOVED IN A SINGLE COMPLETE RECTANGLE TO COVERALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVEREXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING ANDSIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN.4.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALLBE INSTALLED ON A SINGLE POST WITH BOLLARD.5.EXISTING R1-5B SIGNS THAT MEET CURRENT DESIGNGUIDELINES SHALL BE RE-USED WHERE SIGN POSTS ARE TO BEREMOVED.6.ALL PROPOSED SIGNAGE ALONG THE BFR IS TO BE MOUNTEDON SEPARATE SIGN POST AND BASE. IF NEW SIGN POST ANDBASE IS PROPOSED, CONTRACTOR TO REFER TO DETAILS FOREXACT LOCATION.7.CONTRACTOR TO TRIM TREES OBSTRUCTING SIGN VIEW.DEMOLITION AND SITE CONSTRUCTION PLANCONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!CONTRACTOR IS TO VERIFYPRESENCE AND EXACTLOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION.CAUTION!!below.Know what'sCallbefore you dig.DEMOLITION PLANSCALE 1" = 20'SITE CONSTRUCTION PLANSCALE 1" = 20'NORTHNOTE TO CONTRACTOR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC10.0SECP & SSMDETAILS 1SECP AND STOP SIGNS AND MARKINGS DETAIL SHEETOGP CROSSWALKMARKING (SEE DETAIL)6" BOLLARD WITHPEDESTRIAN CROSSWALKSIGNAGE TO MATCHEXISTING6" BOLLARD(SEE DETAIL)6" BOLLARDS WITHDIRECTIONAL SIGNAGE TOMATCH EXISTING6" DIAGONAL PAINTEDSTRIPING AT 5'-0" O.C.PERIMETER STRIPING 8"EXISTINGDRIVEWAY30'-0"MIN.7'-4"4'-0"4'-0"4'-0"2'-6"4'-0"4'-6"25'-0"2'-10"5'-0"MINN.T.S.CHANNELIZATION AT OGP DOORPAINTEDTRAFFICWHITE6"8" TYP.7'-4"2'-0" TYP.N.T.S.OGP CROSSWALK MARKINGBLACK LEGEND YELLOW BACKGROUNDW4-4BN.T.S.18"24""ONCOMING TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.BLACK LEGEND YELLOW BACKGROUNDW4-4AN.T.S.18"24""LEFT/RIGHT TRAFFIC" PLAQUE18"24"NOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.(SEE DIRECTIONINDICATED ATSYMBOL)BLACK LEGEND YELLOW BACKGROUNDW4-4PN.T.S.18"24""CROSS TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.6"WHITE LEGEND RED BACKGROUNDR1-3PN.T.S.18""ALL WAY" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.SINGLE POST WITH BOLLARDSIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°SQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONSURFACESINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S.SIGN MOUNTING AND BASEORORNO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSNOTE:ALL SIGNS LOCATED ONTHE BUILDING SIDE OFTHE BFR ARE TO BEINSTALLED ON A SINGLEPOST WITH BOLLARD.NOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.NOTES FOR SINGLE POST WITHBOLLARD:1.ALL SIGNS SHALL COMPLYWITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERALHIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORMTRAFFIC CONTROLDEVICES", LOCAL CODESAND AS SPECIFIED. MOUNTSIGNS TO POST INACCORDANCE WITHMANUFACTURER'SINSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEETASTM A1011 GRADE 50.POST TUBE GALVANIZED ASPER ASTM A653 GRADE 90.EDGE OF TRAVEL WAYPAVED SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCALCODES AND AS SPECIFIED. MOUNT SIGNS TO POST INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4" 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZEDPER ASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHORTUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)GALVANIZEDSQUARE TUBEUSE 4" SCH. 40 STEEL PIPEFILLED W/ CONCRETE WITH TOPROUNDED AND PAINTEDTRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN30" "STOP" SIGNMOUNTED TO POST WITHBREAK AWAY POST36" "STOP" SIGN SHALLBE INSTALLED ON POSTWITH BOLLARD30" "STOP" SIGNMOUNTED TOPOST WITH BREAKAWAY POST36" "STOP" SIGNSHALL BEINSTALLED ONPOST WITHBOLLARD"STOP FOR PEDESTRIAN"SIGN ON POST (ALL SIGNSEQUAL TO OR GREATERTHAN 36" IN WIDTH SHALL BEMOUNTED ON POST WITHBOLLARD)"STOP FOR PEDESTRIAN" SIGN ONPOST (ALL SIGNS EQUAL TO ORGREATER THAN 36" IN WIDTH SHALLBE MOUNTED ON POST WITHBOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PERSTRIPINGDETAIL/SITE PLANLAYOUT PERSTRIPINGDETAIL/SITE PLAN4'-0"4'-0""STOP" SIGN ONLY -ON POST WITHBOLLARD4'-0"4'-0" 4'-0" 4'-0""STOP FOR PEDESTRIAN"SIGN ON POST WITHBOLLARD"STOP FOR PEDESTRIAN"SIGN ON POST WITHBOLLARD"STOP" SIGNONLY - ONPOST WITHBOLLARDNOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"NO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNO SIGNS SHALLBE LOCATEDWITHIN SHADEDAREAS SHOWN INDETAILSDOUBLE POST WITH BREAK AWAY POSTSGROUND SURFACEEDGE OF TRAVEL WAY 6'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"12"Ø27"24" 0.C.GROUND36" STOPSIGNNOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.ATCROSSWALKSATINTERSECTIONSATINTERSECTIONSATINTERSECTIONSAT CROSSWALKSVAN VAN(APPLICABLE TO STRIPED OR RAISED ISLANDS BASED ON SITE CONDITIONS)NOTES:1.REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINALLAYOUT, DIMENSIONS AND SIGN LOCATION.2.SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THETHREE OPTIONS.3.ONLY RELOCATE SIGN POST IF OFFSET MORE THAN 9' FROMLEADING EDGE OF CROSSWALK (EITHER SIDE IN EITHER DIRECTION)ALONG FRONT DRIVE.CROSSWALK OFF-SET FROM CENTER OF VESTIBULEINSET "A""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK LANDS BETWEEN DRIVEAISLE AND ACCESSIBLE PATH.INSET "B""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK IS ALIGNED WITH EDGE OFACCESSIBLE PATH.CROSSWALK CENTERED ON VESTIBULECROSSWALK OFF-SET FROM CENTER OF VESTIBULECROSSWALK CENTERED ON VESTIBULEEDGE OFDRIVE AISLE"STOP FORPEDESTRIANS" SIGN- SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIRWITH LEADING EDGEOF CROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IF RELOCATIONIS REQUIRED, PAIR WITH LEADINGEDGE OF CROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED,PAIR WITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "C""STOP FORPEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED,PAIR WITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "A"8" WHITE STRIPETRANSVERSE LINEIN PARKING AISLE(OK, THIS SIDEONLY)8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE8" WHITE STRIPE8" WHITE STRIPEINSET "C""STOP HERE FOR PEDESTRIAN" SIGNLOCATION WHEN LEADING EDGE OFCROSSWALK LANDS BEFORE OR WITHINDRIVE AISLE.4'VARIES NEVERLESS THAN 9'VARIESNEVER LESSTHAN 9'4'36'36'20'61'36'NO SIGNWITHIN 4'X9'AREACROSSWALKLEADINGEDGENO SIGNWITHIN 4'X9'AREANO SIGNWITHIN4'X9' AREANO SIGNSWITHIN 4'X9'AREANO SIGNWITHIN 4'X9'AREANO SIGNWITHIN 4'X9'AREANO SIGNWITHIN4'X9' AREANO STOPSIGNS WITHIN4' OFFSETFROM DRIVEAISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLENO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLENO STOP SIGNS WITHIN4' OFFSET FROM DRIVEAISLECROSSWALKLEADINGEDGE4'VARIESNEVER LESSTHAN 9'NO SIGNWITHIN 4'X9'AREACROSSWALKLEADINGEDGENO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLESEEADDITIONALNOTE "B"BELOWADDITIONAL NOTES FOR INSET "C":A.IF CROSSWALK LEADING EDGE IS LESSTHAN HALF WAY ACROSS THE DRIVE AISLE,THE CROSSWALK SIGN WILL LAG THELEADING EDGE.B.IF CROSSWALK LEADING EDGE IS BEYONDHALF WAY ACROSS THE DRIVE AISLE, THECROSSWALK SIGN WILL LEAD THE LEADINGEDGE.SEEADDITIONALNOTE "A"BELOWSIGN LOCATION AND VESTIBULE CROSSWALK STRIPINGWHITE LEGEND RED BACKGROUNDR1-1N.T.S.NOTES:1.36" STOP SIGNSHALL BEMOUNTED ONDOUBLE POSTWITH BREAKAWAY POST.2.SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.36"X36" STOP SIGNAT HIGHWAY/STREET INTERSECTIONS36"36"WHITE LEGEND RED BACKGROUNDR1-1N.T.S.30"X30" STOP SIGNWITHIN PARKING LOTNOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"N.T.S.LEGEND, BORDER- BLACKBACKGROUND- WHITE (RETROREFLECTIVE)STOP SYMBOL- RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"STOP SIGN LOCATION AT VARIOUS STOPCONDITIONS30"X30"STOP SIGN4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)R1-5b "STOP HEREFOR PEDESTRIANS"SIGNEDGE OF INTERSECTING TRAVEL WAYEXISTINGRAMP(TYP.)EXISTINGSIDEWALK (TYP.)EXISTINGLANDSCAPEISLAND (TYP.)EXISTINGCROSSWALKBFR (BUILDING FRONTAGE ROAD)INGRESS FROM / EGRESS TO PUBLIC ROADPUBLIC ROADSIGN LOCATION WHEN STOP CONDITION AT BFR WITH CROSSWALK ON PARKING LOT SIDESIGN LOCATION WHEN STOP CONDITION AT END OF BUILDING ALONG BFR WITH CROSSWALKN.T.S.36"X36"STOP SIGN(TYP.)4'-0" MIN.4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)EXISTINGCROSSWALK (TYP.)30"X30"STOP SIGNR1-5b "STOP HEREFOR PEDESTRIANS"SIGN03/21/19SOLID ARROW PAVEMENT MARKINGSN.T.S.NOTES:1.WORDS AND ARROWS SHALL BEAPPLIED IN ACCORDANCE WITHSECTION 3B.20 OF THE MANUALON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2.THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE WHITE WITHGLASS BEADS", PERSPECIFICATIONS, WHEN AT EXITSFROM PARKING LOT TO PUBLICSTREETS.SOLID ARROW MARKINGS1'-4"8'-0"1'-4"1'-4"1'-4"4"4"4"8'-0"6'-0"10'-0" 8'-0"6'-0"7'-3"AS INDICATED ON PLANSAS INDICATED ON PLANS"ONLY" PAVEMENT MARKINGPAINTED "RETROREFLECTIVE WHITE"13'-0"6" WHITE STRIPES24" O.C. (TYP.)8" WHITESTRIPE (TYP.EACH SIDE)MATCH EXISTINGMATCH EXISTING NOTES:1.MARKINGS FOR STREET SHALL BE ACCORDING TOLOCAL CODE REQUIREMENTS AND AS OUTLINED INSECTION 3B.18 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETS ANDHIGHWAYS.2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BEPER THIS DETAIL.3.THESE MARKINGS ARE TO BE PAINTEDRETROREFLECTIVE WHITE.W/ LONGITUDINAL STRIPESN.T.S.CROSSWALK MARKING(MODIFIED)N.T.S.NOTES:1.ARROWS SHALL BE APPLIED INACCORDANCE WITH SECTION3B.20 OF THE MANUAL ONUNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2.OPEN ARROWS SHALL CONSISTOF A 4" PERIMETER STRIPE.AS INDICATED ON PLANSPAINTED "WHITE"OPEN ARROW MARKINGS1'-0"6'-4"4"STANDARD RED AND WHITE SIGNR5-1N.T.S.30"30""DO NOT ENTER"SIGNNOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING. © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC11.0SECP & SSMDETAILS 2SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET03/16/20NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOTWHERE INTERSECTING DRIVES ARE AT90° WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'-0"STOP BARSTOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)4'-0" MIN.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS THEENTIRE WIDTH OFDRIVE AISLE4'-0" MIN.4'-0" MIN.4'-0"4'-0" MIN.4'-0"4'-0"STOPSIGNSTOPSIGNSTOPSIGNSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0" MIN.8"4'-0"4'-0"4'-0"NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVESARE AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12" 4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS THEENTIRE WIDTH OFDRIVE AISLE03/16/20STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLEEDGE OF CROSSWALK OR INTERSECTING TRAVEL WAYSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"4'-0"4'-0"8"03/16/20NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITH STOP SIGN(AS SHOWN ON PLANS)SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'- 0 "STOP BARSTOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)4'-0" MIN.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLE4'-0" MIN.4'-0" MIN.4'- 0 "4'-0" MIN.STOPSIGNSTOPSIGNSTOPSIGNSTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 " M I N .8"4'- 0 " 4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 " 4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "03/16/20NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.N.T.S.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4" 12 "EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY4'- 0 "STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLECENTERLINE OFTWO-WAY DRIVE AISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE8"4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'- 0 "STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)N.T.S.90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITH STOP SIGN(AS SHOWN ON PLANS)4'-0" MIN.STOPSIGN4'-0"4'-0" MIN.STOPSIGN4'-0"4'-0" MIN.STOPSIGN4'-0"NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE O F CROSSWA LK OR INTERSEC T ING TRAVE L WAY4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)CENTERLINE OFTWO-WAY DRIVE AISLE8"03/16/20STOP SIGN (TYP.)36"X36" ATHIGHWAY/STREETINTERSECTIONS30"X30" WITHIN PARKINGLOT4'-0" MIN.4'-0" MIN.N.T.S.STOP PAVEMENT MARKINGS - PARKINGLOT WHERE INTERSECTING DRIVES ARENOT AT 90° WITHOUT STOP SIGN(AS SHOWN ON PLANS)90°PARKING60° PARKING - ONE-WAY DRIVEAISLE60° PARKING - TWO-WAY DRIVEAISLETEXTCENTERED ONDRIVE AISLESTOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"STOP BAREXTENDS TO THECENTERLINE OFTHE DRIVE AISLE4'-0"NOTE:1.WORDS AND LINES SHALL BE APPLIED INACCORDANCE WITH SECTIONS 3B.16 AND3B.20 OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETSAND HIGHWAYS.2.THESE WORDS AND BAR ARE TO BE PAINTED"WHITE" WHEN IN PARKING LOT AND"RETROREFLECTIVE WHITE WITH GLASSBEADS", PER SPECIFICATIONS, WHEN ATEXITS FROM PARKING LOT TO PUBLICSTREETS.03/16/20SEE PLAN4"STROKE WIDTH4" (TYP.)4"4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWA LK OR INTERSEC T ING TRAV E L WAY4'-0"STOP BAR20'4" WIDE DOUBLE SOLIDYELLOW STRIPE (ASSHOWN ON PLANS)CENTERLINE OFTWO-WAY DRIVE AISLE8" © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC12.0SPECIFICATIONSSHEET 1TRAFFIC SIGNS AND SIGNALS SPECIFICATIONPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Traffic control signs.B.Related Requirements:1.Section 09900 - Painting. Painting for painted posts where shown on the Drawings.1.2REFERENCESA.The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by thebasic designation only.B.ASTM International (ASTM):1.ASTM A53 - Pipe, Steel, Black and Hot_Dipped, Zinc_Coated Welded and Seamless.2.ASTM C94 - Ready Mix Concrete3.ASTM D4956 - Retroreflective Sheeting for Traffic Control.C.US Department of Transportation, Federal Highway Administration:1.Manual on Uniform Traffic Control Devices (MUTCD).PART 2 - PRODUCTS2.1SIGNSA.Conform to US Department of Transportation MUTCD. Sign classification, type, size, and color shall be as shown on the drawingsB.Retroreflectivity: Microprismatic type, diamond grade reflective sheeting conforming to ASTM D 4956, Type XI.2.2POSTSA.Square Post: Square tubular steel sign post, galvanized, 12 ga, perforated full-length with 7/16 inch holes on four sides. Post size shallbe as shown on the Drawings.B.Steel Pipe: ASTM A 53, Type E (electric-resistance welded) or Type S (seamless), Grade B, Schedule 40, size as shown on theDrawings.2.3CONCRETEA.Mix concrete and deliver in accordance with ASTM C 94.B.Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture, air_entrainingadmixture, and water to produce following:1.Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings.2.Slump Range: 1 to 3-inches at time of placement3.Air Entrainment: 5 to 8 percentPART 3 - EXECUTION3.1PREPARATIONA.Field verify underground utilities prior to sign installation. Primary utilities of concern of shallow depths are lawn sprinkler systems,electric, telephone, fiber optic, cable and gas.3.2INSTALLATIONA.Install signs as shown on the Drawings and in accordance with MUTCD and manufacturer's instructions.B.Install signs of the type and at locations shown on the Drawings.C.Install posts of the type as shown on the drawing.D.Where shown as painted, field paint steel pipe posts in accordance with Section 09900.END OF SECTIONSITE DEMOLITION SPECIFICATIONPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Demolition of structures, paving, and utilities.2.Patching and filling voids created as a result of removals or demolition.1.2REGULATORY REQUIREMENTSA.Compliance with all laws, including Safety Laws, Environmental Laws, Stormwater Laws and Worker Verification Laws as wellas requirements found within the Contract Documents and these Specifications, that pertain to Safety Compliance, EnvironmentalCompliance, Stormwater Compliance and Worker Verification Compliance. Obtain required permits and licenses fromappropriate authorities. Pay associated fees including disposal charges.B.Notify affected utility companies before starting work and comply with their requirements.C.Do not close or obstruct public or private roadways, sidewalks, or fire hydrants without appropriate permits or writtenauthorization.D.If hazardous, contaminated materials or other environmental related conditions are discovered, stop work immediately and notifythe Wal-Mart Construction Manager for action to be taken. Do not resume work until specifically authorized by the ConstructionManager.1.3PROJECT CONDITIONSA.Conditions existing at time of inspection for bidding purposes will be maintained by Owner as reasonably practical.B.Unless otherwise indicated in Contract Documents or specified by the Owner, items of salvageable value to Contractor shall beremoved from site and structures. Storage or sale of removed items on site will not be permitted and shall not interfere with otherwork specified.PART 2 - PRODUCTS2.1FILL MATERIALSA.Fill material shall be aggregate fill materials consisting of stone, gravel, or sand free from debris, trash, frozen materials, roots,and other organic matter.2.2CONCRETEA.Mix concrete and deliver in accordance with ASTM C 94.B.Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture,air_entraining admixture, and water to produce following:1.Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings.2.Slump Range: 1 to 3-inches at time of placement3.Air Entrainment: 5 to 8 percentPART 3 - EXECUTION3.1PREPARATIONA.Provide, erect, and maintain erosion control devices, temporary barriers, and security devices at locations indicated onConstruction Drawings. Provide a comprehensive construction phasing plan for this work to the store manager 7 days prior tostarting any work. It is to provide for dates, times and duration of lane closures, temporary vehicle and pedestrian traffic control.B.Protect existing landscaping materials, appurtenances, and structures, which are not to be demolished. Repair damage to existingitems to remain caused by demolition operations.C.Prevent movement or settlement of adjacent structures. Provide bracing and shoring as necessary.D.Mark location of utilities. Protect and maintain in safe and operable condition utilities that are to remain. Prevent interruption ofexisting utility service to occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Providetemporary services during interruptions to existing utilities as acceptable to governing authorities and Owner.E.For work on operating Walmart sites, prior to any underground excavation, contractor is expected to obtain current andrepresentative underground utility plans from Walmart for private utilities that are not located by others. This is specificallyintended to provide approximate locations for Walmart private utilities including water, sewer, electrical, telephone and dataservices.F.Notify adjacent property owners of work that may affect their property, potential noise, utility outages, or other disruptions.Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon, or limit accessto their property. Coordinate notice with Owner.3.2GENERAL DEMOLITION REQUIREMENTSA.Conduct demolition to minimize interference with adjacent structures or pavements to remain.B.Cease operations immediately if adjacent structures appear to be in danger. Notify authority having jurisdiction. Do not resumeoperations until directed by authority.C.Conduct operations with minimum of interference to public or private access. Maintain ingress and egress at all times other thanin specific areas where work is in progress.D.Sprinkle work with water to minimize dust. Provide hoses and water connections for this purpose.E.Comply with governing regulations pertaining to environmental protection.F.Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas tocondition existing prior to start of work.3.3DEMOLITIONA.Demolish site improvements designated to be removed as shown on the drawings. Site improvements shall include but not belimited to structures, foundations, pavements, curbs and gutters, drainage structures, utilities, signage or landscaping.B.Disconnect and cap or remove utilities to be abandoned as shown on the drawings.C.Fill or remove piping and appurtenances as shown.D.Demolish concrete and masonry in small sections. Break up concrete slabs_on_grade that are 2-feet or more below proposedsubgrade to permit moisture drainage. Remove slabs-on-grade and below grade construction within 2-feet of proposed subgrade.3.4PATCHINGA.Where improvements are removed from paved areas, pavements shall be sawcut in straight lines at the perimeter and patched.Damaged pavement adjacent to removed improvements shall also be removed and patched.B.Pavement patches shall be paved with minimum 6" concrete, broom finished and flush with adjacent grades.3.5FILLING VOIDSA.Completely fill below grade areas and voids resulting from demolition or removal of structures, etc., using aggregate fill materialsconsisting of stone, gravel, or sand free from debris, trash, frozen materials, roots, and other organic matter.B.Areas to be filled shall be free of standing water, frost, frozen or unsuitable material, trash, and debris prior to fill placement.C.Place fill materials in lifts not to exceed 6 inches loose measure and compacted to 95 percent of maximum laboratory density perASTM D698 with moisture content of not less than 1 percent below and not more than 3 percent above optimum moisture content.D.Grade surface to match adjacent grades and to provide flow of surface drainage after fill placement and compaction.3.6DISPOSAL OF DEMOLISHED MATERIALSA.Remove from site debris, rubbish, and other materials resulting from demolition operations. Leave areas of work in cleancondition.B.No burning of any material, debris, or trash on_site or off_site will be allowed.C.Transport materials removed from demolished structures with appropriate vehicles and dispose off-site to areas that are approvedfor disposal by governing authorities and appropriate property owners.END OF SECTIONPAVEMENT MARKINGS SPECIFICATIONPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Painting and marking of pavements, curbs, and guard posts (bollards)..1.2REFERENCESA.The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designationonly.B.American Association of State Highway and Transportation (AASHTO):1.AASHTO M247 - Glass Beads Used in Traffic Paints2.AASHTO M248 - Ready-Mixed White and Yellow Traffic PaintsC.Master Painter's Institute (MPI):1.MPI 32 - Traffic Marking Paint, Solvent Based.2.MPI 97 - Traffic Marking Paint, Latex.D.ASTM International (ASTM):1.ASTM D4414 - Standard Practice for Measurement of Wet Film Thickness by Notched Gauges.E.Federal Specifications (FS):1.FS A-A-2886 - Paint, Traffic, Solvent Based (supersedes FS TT-P-85 and FS TT-P-115, Type I)2.FS TT-B-1325 - Beads (Glass Spheres) Retro-Reflective3.FS TT-P-1952 - Paint, Traffic And Airfield Marking, Waterborne 1.3PROJECT CONDITIONSA.Maintain access for vehicular and pedestrian traffic as required for other construction activities. Utilize flagmen, barricades, warning signs, and warning lightsas required.PART 2 - PRODUCTS2.1MATERIALSA.Paint shall be waterborne or solvent borne, colors as shown or specified herein. Pavement marking paints shall comply with applicable state and local lawsenacted to ensure compliance with Federal Clean Air Standards. Paint materials shall conform to the restrictions of the local Air Pollution Control District.B.Waterborne Paint: Paints shall conform to FS TT-P-1952 and have MPI 97 approval.C.Solvent Borne Paint: Paint shall conform to FS A-A-2886 or AASHTO M248 and have MPI 32 approval. Paint shall be non_bleeding, quick_drying, andalkyd petroleum base paint suitable for traffic_bearing surface and be mixed in accordance with manufacturer's instructions before application for colorsWhite, Yellow, Blue, and Red.D.Glass Beads: AASHTO M 247, Type 1 or FS TT-B-1325, Type 1, Gradation A.PART 3 - EXECUTION3.1EXAMINATIONA.Examine the work area and correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions arecorrected.3.2PREPARATIONA.Sweep and clean surface to eliminate loose material and dust.B.Where existing pavement markings are indicated on Construction Drawings to be removed or would interfere with adhesion of new paint, a motorized abrasivedevice or soda blasting shall be used to remove the markings. Equipment employed shall not damage existing paving or create surfaces hazardous to vehicleor pedestrian traffic.3.3CLEANING EXISTING PAVEMENT MARKINGSA.Remove existing pavement markings which are in good condition but interfere or conflict with the newly applied marking patterns and as noted on plans.Deteriorated or obscured markings that are not misleading or confusing or do not interfere with the adhesion of the new marking material do not requireremoval. Conduct grinding, soda blasting or other operations in such a manner that the finished pavement surface is not damaged or left in a pattern that ismisleading or confusing. Use dust collection system when removing existing pavement markings. Comply with the requirements of Section 01351Regulatory Compliance Supplement for management and disposal of hazardous wastes.3.4 APPLICATIONA.Apply two coats of same color of paint as specified below, at manufacturer's recommended rate, without addition of thinner, with maximum of 100 square feetper gallon or as required to provide a minimum wet film thickness of 15 mils and dry film thickness of 7 ½ mils per coat. Paint shall be applied for a total dryfilm thickness of 15 mils. Apply with mechanical equipment to produce uniform straight edges. At sidewalk curbs and crosswalks, use straightedge to ensureuniform, clean, and straight stripe.B.Install pavement markings according to manufacturer's recommended procedures for the specified material.C.Following items shall be painted with colors noted below:1.Pedestrian Crosswalks: White2.Exterior Sidewalk Curbs and Guard posts: Yellow3.Exterior Light Pole Bases: Yellow (unless otherwise noted on Construction Detail).4.Fire Lanes: Red or per local code.5.Lane Striping where separating traffic moving in opposite directions: Yellow.6.Lane Striping where separating traffic moving in the same direction: White.7.ADA Symbols: Blue or per local code.8.ADA parking space markings as shown on the drawings.9.Parking Stall Striping: Yellow, unless otherwise noted on Construction Drawings.10.Associate Parking Area: White, unless otherwise noted on Construction Drawings.D.Apply glass beads at pedestrian crosswalk striping and at lane striping and arrows at driveways connecting to public streets. Broadcast glass beadsuniformly into wet markings at a rate of 6 lb/gal.3.5FIELD QUALITY CONTROLA.Field quality control shall be the responsibility of the Contractor. Field quality control testing and inspection shall be at the discretion of the Contractor asnecessary to assure compliance with Contract requirements.3.6CLEANINGA.Waste materials shall be removed at the end of each workday. Upon completion of the work, all containers and debris shall be removed from the site. Paintspots upon adjacent surfaces shall be carefully removed by approved procedures that will not damage the surfaces and the entire job left clean and acceptable.END OF SECTIONSEAL COAT SHALL BE APPLIED WHERE EXISTING MARKINGS ARE REMOVED.SMALL PROJECT SEAL COAT SPECIFICATION:IN GENERAL:·CRACK FILLING AND OIL SPOT TREATMENTS ARE NOT REQUIRED PRIOR TO SEAL COAT. OTHER THANTHESE EXCEPTIONS, PREPARE AND CLEAN AREA TO BE SEAL COATED CONSISTENT WITHMANUFACTURER'S INSTRUCTIONS AND SPECIFICATION.APPROVED MATERIALS:1)STAR PRODUCTS·MICRO-PAVE PRO-BLEND WITH ADDED SAND·SINGLE COAT2)SEAL MASTER·POLYMER MODIFIED MASTERSEAL WITH ADDED SAND·SINGLE COAT3)GEM SEAL BLACK DIAMOND XL·WITH ADDED SAND·SINGLE COATMATERIALS IDENTIFIED IN SPECIFICATION SECTION 02787 CAN BE USED. COAL TAR BASED SEAL COATMATERIALS IN ANY FORM ARE PROHIBITED.SPECIFICATION SHEET 1 © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CAC 879347007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMC13.0SPECIFICATIONSSHEET 2SPECIFICATION SHEET 2SEAL COAT SPECIFICATIONPART 1 - GENERAL1.1SUMMARYA.Section Includes:1.Seal coats using a polymer-modified asphalt emulsion blended with fine aggregate.B.Related Requirements:1.Site Demolition Specification2.Pavement Markings Specification3.Traffic Signs and Signals Specification1.2REFERENCESA.The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by thebasic designation only.B.ASTM International (ASTM)1.ASTM C 136 - Method of Sieve Analysis of Fine and Coarse Aggregate2.ASTM D 217 - Method for Cone Penetration of Lubricating Grease3.ASTM D 244 - Test Methods for Emulsified Asphalts4.ASTM D 562 - Method for Consistency of Paints Measuring Krebs Unit (KU) Viscosity Using a Stormer-Type Viscometer5.ASTM D 977 - Emulsified Asphalt6.ASTM D 2397 - Cationic Emulsified Asphalt7.ASTM D 2042 - Method for solubility of Asphalt Materials in Trichloroethylene8.ASTM D 3910 - Practice for Design, Testing, and Construction of Slurry Seal9.ASTM D 6690 - Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements1.3ADMINISTRATIVE REQUIREMENTSA.Pre_installation Meeting: Convene a pre_installation meeting at the site at least two weeks prior to commencing work of this Section.Require attendance of parties directly affecting work of this Section, including, but not limited to, the store manager, Contractor, and jobforeman.1.Contact Wal_Mart Construction Manager three weeks prior to pre_installation conference to confirm schedule.2.Record discussions of meeting and decisions, agreements reached, and furnish copy of record to each party attending. Reviewforeseeable methods and procedures related to paving work, including the following:a.Review preparation and installation procedures and coordinating and scheduling required with related work (including allrequired striping).b.Review proposed sources of materials.c.Tour, inspect, and discuss condition of existing pavement and other preparatory work such as patching and crack sealing. Ifcrack sealing is needed (reference section 2.4.C below) or other areas of pavement distress are noted during tour, submitappropriate RFI to project team for review.d.Review requirements for protecting paving work, including restriction and redirection of traffic during installation and curingperiod.e.Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, traffic controldevices, and facilities needed to make progress and avoid delays.f.Review paving requirements (drawings, specifications, and other contract documents).g.Review weather and forecasted weather conditions, and procedures for coping with unfavorable conditions.h.Review health and safety precautions relating to handling and placement of seal coat.1.4QUALITY ASSURANCEA.Contractor Qualifications: The seal coat applicator shall have not less than 3 years documented experience in the application of emulsionseal coats.1.5SITE CONDITIONSA.Weather Limitations: Apply seal coat only under the following weather conditions:1.The atmospheric temperature is between 50 and 90 F and is expected to remain above 50 F for 24 hours.2.Pavement temperature is above 55 F.3.Surface is dry and no moisture is expected within 24 hours.4.Weather and wind conditions are such that overspray is preventable and will allow proper curing and opening to traffic within areasonable time.B.Maintain access for vehicular and pedestrian traffic as required by the Wal-Mart Store and Construction Manager. Utilize temporarystriping, flagmen, barricades, warning signs, and warning lights as required.PART 2 - PRODUCTS2.1MATERIALSA.Aggregate: Aggregate shall be 100 percent passing the No. 16 (1.18 mm) sieve when tested in accordance with ASTM C 136. Aggregateshall consist of hard, washed, dry natural or manufactured particles free of dust, trash, clay, organic materials or other contaminants.B.Asphalt Emulsion: Comply with ASTM D977 or ASTM D2397 for SS-1h or CSS-1h. The penetration of the residue from the distillationtest shall be 20 to 60. Clay stabilized emulsion, with a ph not greater than 7.0, and solids content not less than 45 percent may be used.The polymer material shall be milled or blended into the asphalt or emulsifier solution prior to the emulsification process. The minimumamount and type of polymer modifier shall be determined by the laboratory performing the mix design.C.Coal Tar: Coal tar emulsion or coal tar/asphalt emulsion shall not be used as a substitute for asphalt emulsion.D.Water: Water shall be potable and free of harmful soluble salts or reactive chemicals and any other contaminants and at least 50 F.E.Additives: Additives shall be included and approved as part of the mix design and be compatible with the other components of the mix.F.Crack Sealant: Crack sealant shall conform to ASTM D6690, Type II or higher and compatible with the specified seal coat emulsion.2.2COMPOSITIONA.Composition. Seal coat shall consist of a mixture of the specified emulsion, water, aggregate, and additives and be proportioned to meetthe requirements shown in the following Table 1.TABLE 1 - Undiluted Seal Coat Design PropertiesMethodMinimumMaximumWeight (per gallon), ASTM D 244, lbs9.0Cone Penetration, ASTM D 217, mm340700% Non-Volatile150% Non-Volatile Residue Soluble in Trichloroethylene, ASTM D 20421035Wet Track Abrasion Loss, ASTM D 3910, g35Viscosity, ASTM D 562, KU75Dried Film ColorBlack1Weigh 10 g of homogeneous product into a previously tared, small ointment can. Place in an oven at 325°F for 90 minutes. Cool,reweigh and calculate non-volatile residue as a percent of the original mass.2.3EQUIPMENTA.Distributors. Distributors or spray units used for the spray application of the seal coat shall be self-propelled and capable of uniformlyapplying 0.10 to 0.30 gallons per square yard of material over the required width of application. Distributors shall be equipped withtachometers, pressure gauges, and volume measuring devices. The mix tank shall have a mechanically powered, full sweep, mixer withsufficient power to move and homogeneously mix the entire contents of the tank.B.Spray Nozzles. Nozzles shall be free from clogs and debris and set at the same angle.C.Mixing Equipment. The mixing machine shall have a continuous flow mixing unit capable of accurately delivering a predeterminedproportion of aggregate, water, and emulsion, and of discharging the thoroughly mixed product on a continuous basis. The mixing unitshall be capable of thoroughly blending all ingredients together and discharging the material without segregation.D.Spreading Equipment. Spreading equipment shall be a mechanical type squeegee/brush distributor attached to the mixing machine,equipped with flexible material in contact with the surface to prevent loss of slurry from the spreader box. It shall be maintained toprevent loss of slurry on varying grades and adjusted to assure uniform spread. There shall be a lateral control device and a flexible strikeoff capable of being adjusted to lay the slurry at the specified rate of application. The spreader box shall have an adjustable width. Thebox shall be kept clean. Emulsion and aggregate build up on the box shall not be permitted.E.Clean equipment with a petroleum solvent if previously used with a different material.F.Hand Squeegee or Brush Application. Hand spreading application shall be used only in places not accessible to the mechanizedequipment or to accommodate neat trim work at curbs, etc. Material that is applied by hand shall meet the same standards as that appliedby machine.G.Calibration. Spreading equipment shall be provided with a method of calibration by the manufacturer. Equipment shall be calibrated toassure that it will produce and apply a mix that conforms to the job mix formula. Calibrations shall be made with the approved jobmaterials prior to application of the seal coat.2.4PREPARATIONA.Remove all existing striping in areas subject to seal coating as noted in plans. Reference applicable specification section in SiteDemolition.B.Remediate distressed areas of existing pavement by saw-cutting and removing existing pavement, regrading and compacting theunderlying base course and replacing with full depth asphalt at locations and as shown on the drawings.1.Repairs not specifically shown on the plans but considered necessary by the contractor, store manager or construction manager (CM)shall be identified and submitted as an RFI to the project team prior to commencement of repairs.2.Repairs submitted by RFI and approved shall be performed as directed by the CEC. Cost for such work directed and performed willbe paid for in accordance with the “Changes in the Work” Clause of the General Conditions.C.Longitudinal and traverse cracks in excess of 0.25 inch, but less than 1 inch shall be sealed with a crack sealant. Cracks that contain weedor other live vegetable matter shall be treated with a locally approved, non-oil based sterilant prior to applying the crack filler.D.Existing crack sealants in the parking lot shall be evaluated for compatibility with the specified emulsion. If not compatible with eachother they can't be used together. Immediately prior to applying the seal coat, the surface shall be cleared of all loose material, dirt, dust,grease, oil, vegetation and other objectionable material. If water is used, cracks shall be allowed to dry thoroughly before applying theseal coat.E.Protect existing manholes, inlets, vaults, valve boxes, meter boxes, etc. as necessary to maintain free accessibility upon completion of sealcoat application. Surfaces adjacent to seal coat application areas such as sidewalks, curb and/or gutter, storefronts, etc. shall be protectedby use of felt paper anchored with clean aggregate, or by shielding components with plywood during application.F.Coordinate limits of seal coat application operations with Owner's Construction Manager and Store Manager to avoid interruption to storeoperations. Protect adjacent areas of the parking lot outside of current seal coat application limits to avoid tracking onto adjacent areas.Partition off limits of current seal coat operations until surface is traffic ready.G.Coordinate with Store Manager to deactivate lawn sprinkler systems least 48 hours prior to placing the seal coat and remain off for atleast 24 hours after the seal coat application.2.5APPLICATIONA.Apply seal coat at a total rate (undiluted) of 0.17gal./SY.B.Dampen pavement with a fog spray of water if ambient temperatures exceed 80°F. No standing water shall remain on the surface.C.Apply the coat uniformly in a manner such that the combined application of the coat equals the total rate specified above.D.Suspend application when the distribution tank has less than 100 gallons left and refill to prevent irregular patterns or misses.E.The coat shall be allowed to dry and cure initially a minimum of 2-4 hours before applying any markings. The initial drying shall allowevaporation of water of the applied mixture, resulting in the coating being able to sustain light foot traffic. The initial curing shall enablethe mixture to withstand vehicle traffic without damage to the seal coat.F.The finished surface shall present a uniform texture with no streaks.G.The single coat shall be allowed to dry a minimum of eight hours in dry daylight conditions before opening to traffic, and initially cureenough to support vehicular traffic without damage to the seal coat.H.Where marginal weather conditions exist during the eight hour drying time, additional drying time shall be allowed. The length of timeshall be as specified by the supplier. The surface shall be checked after the additional drying time for trafficability before opening thesection to vehicle traffic.END OF SECTION VAN VANVAN VANVAN VANELEANOR AVEGOLF COURSE DREMILY AVE COUNTRY CLUB DR © STORE NO: 2468 - 218 901 GOLF COURSE DR ROHNERT PARK, CANOT FORCONSTRUCTION7007 DISCOVERY BLVDDUBLIN, OH 43017614.634.7000 TWDPARTNERS.COMEX-2TRAFFICCIRCULATIONPLANNORTHLEGENDPROPERTY LINETRAFFIC CIRCULATION PLANSCALE: 1" = 40'EMPLOYEE PARKING LOCATION, FOR REFERENCE ONLY DO NOT STRIPE.WALMART DELIVERY TRUCK "WB-50"PICK-UP CUSTOMER PASSENGER CAR "P"NOTE: AM PEAK HOUR IS ONE CONSECUTIVE HOUR BETWEEN 7-9AM,PM PEAK HOUR IS ONE CONSECUTIVE HOUR BETWEEN 4-6PMAttachment B kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 MEMORANDUM To: From: Jin Choi and Ryan Chiene, Kimley-Horn and Associates, Inc. Date: January 31, 2025 Subject: Walmart Expansion Project, Rohnert Park, CA – Noise Technical Memorandum PURPOSE The purpose of this memorandum is to evaluate potential noise impacts associated with construction and operation of the proposed Walmart Expansion Project (Project), located in the City of Rohnert Park, California. PROJECT DESCRIPTION The Project site is generally located at 901 Golf Course Drive north of Eleanor Drive and Emily Avenue in the City of Rohnert Park, California (City). The Project site is surrounded by commercial uses to the north, residential uses to the east and south, and a fire station and commercial office uses to the west. The Project site is currently developed by the existing 33,411 square-foot Walmart Neighborhood Market. The Project proposes to expand the existing Walmart Neighborhood Market through the takeover of 4,969 square feet of the adjacent retail building to the east; see Figure 1: Site Plan. The intended use includes the storage, staging and dispensing of retail merchandise ordered by customers on-line pickup at the store. Site improvements would occur in the parking lot in two locations. The first location would be to the south of expansion area with improvements and updates to the existing ADA accessible parking space, mill and overlay, new striping and signage for dedicated pickup spaces and new crosswalks. The second location would be to the north of expansion area with improvements and updates of the existing ADA accessible parking spaces and path of travel and updated crosswalk striping. The proposed Project would require a modification to the existing Conditional Use Permit, Site Plan, and Architectural Review PL2013-003UP/SR to allow the expansion and improvements mentioned above. Project construction is anticipated to occur over approximately four months beginning July 2025 and ending October 2025. Bryan Spencer, Kimley-Horn and Associates, Inc. ATTACHMENT C Page 2 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Figure 1: Site Plan Page 3 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 NOISE BACKGROUND Sound is technically described in terms of amplitude (loudness) and frequency (pitch). The standard unit of sound amplitude measurement is the decibel (dB). The decibel scale is a logarithmic scale that describes the physical intensity of the pressure vibrations that make up any sound. The pitch of the sound is related to the frequency of the pressure vibration. Since the human ear is not equally sensitive to a given sound level at all frequencies, a special frequency-dependent rating scale has been devised to relate noise to human sensitivity. The A-weighted decibel scale (dBA) provides this compensation by discriminating against frequencies in a manner approximating the sensitivity of the human ear. Noise, on the other hand, is typically defined as unwanted sound. A typical noise environment consists of a base of steady ambient noise that is the sum of various distant and indistinguishable noise sources. Superimposed on this background noise is the sound from individual local sources. These can vary from an occasional aircraft or train passing by to virtually continuous noise from traffic on a major highway. Several rating scales have been developed to analyze the adverse effect of community noise on people. Since environmental noise fluctuates over time, these scales consider that the effect of noise on people is largely dependent on the total acoustical energy content of the noise as well as the time of day when the noise occurs. For example, the equivalent continuous sound level (Leq) is the average acoustic energy content of noise for a stated period of time; thus, the Leq of a time-varying noise and that of a steady noise are the same if they deliver the same acoustic energy to the ear during exposure. The Day-Night Sound level (Ldn) is a 24-hour average Leq with a 10 dBA “weighting” added to noise during the hours of 10:00 p.m. to 7:00 a.m. to account for noise sensitivity in the nighttime. The Community Noise Equivalent Level (CNEL) is a 24-hour average Leq with a 10 dBA weighting added to noise during the hours of 10:00 p.m. to 7:00 a.m. and an additional 5 dBA weighting during the hours of 7:00 p.m. to 10:00 p.m. to account for noise sensitivity in the evening and nighttime. REGULATORY SETTING City of Rohnert Park General Plan The Rohnert Park General Plan 2040 identifies goals, policies, and objectives in the Health and Safety Element. The Noise Element provides standards and metrics to regulate environmental noise and protect citizens from excessive exposure. Figure 2: Land Use Compatibility for Community Noise Environments in Rohnert Park highlights land use categories and the community noise compatibility guidelines. Page 4 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Figure 2: Land Use Compatibility for Community Noise Environments Source: Rohnert Park General Plan 2020 - Noise Element, Figure 8.3-1 Land Use Compatibility for Community Noise Environments. Page 5 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 The Rohnert Park General Plan also includes the following elements for noise that are relevant to the Project: HS-6.4: Acoustical Analysis Requirements. The City shall require new development within existing or projected 65 Ldn noise levels to undergo a technical acoustical analysis, conducted by a professional acoustical engineer, which shall serve as the basis for designing mitigation measures. HS-6.5: Noise Sensitive Design. The City shall require site planning techniques to reduce noise exposure for all new development within the 65 Ldn noise contours, avoiding visible sound walls when possible except along US 101 and along the Northwestern Pacific (NP) Railroad right-of-way. HS-7.1: Noise Sensitive Land Use Placement. The City shall avoid placement of noise-sensitive land uses, such as hospitals, schools, and day care centers, in areas where intrusive noise is 65 Ldn and above. HS-7.2: Residential Uses. The City shall maintain and enforce 45 Ldn as the standard for interior noise levels and 60 Ldn as the standard for exterior noise levels for all residential land uses and require appropriate siting of residential uses and/or mitigation measures to meet these standards. HS-7.3: Residential Noise Exceptions. The City shall consider exceptions on a case-by-case basis to allow the use of residential air conditioning units which may exceed established noise levels. To the extent feasible, air conditioning units and generators shall be located to minimize noise impacts to adjoining properties and sound barriers or enclosures should be installed where feasible. City of Rohnert Park Municipal Code The following sections of the City of Rohnert Park Municipal Code (RPMC) are applicable to the proposed Project. 9.44.120 – Construction of Buildings and Projects It is unlawful for any person within a residential zone, or within a radius of five hundred feet therefrom, to operate equipment or perform any outside construction or repair work on buildings, structures, or projects or to operate any pile driver, power shovel, pneumatic hammer, derrick, power hoist, or any other construction type device between the hours of six p.m. of one day and eight a.m. of the next day in such a manner that a reasonable person of normal sensitiveness residing in the area is caused discomfort or annoyance unless beforehand a permit therefore has been duly obtained from the superintendent of public works. No permit shall be required to perform emergency work as defined in Section 9.44.020 of this chapter. 17.12.030 – Noise Standards A. No uses or activities shall create noise levels which exceed the following standards: Page 6 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Table 1: City of Rohnert Park Maximum Noise Level (dBA)1 Zoning District Measured at Property Line or District Boundary Measured at any Boundary of a Residential District Between 7PM and 7AM measured at any boundary of a residential zone4 Residential 60[2] N.A. 50 or ambient noise level Commercial 70 60 50 or ambient noise level Industrial4 70[3] 60 50 or ambient noise level Mixed Use 65[2] 60 50 or ambient noise level Public/Institutional 65 60 50 or ambient noise level Open Space 65 60 50 or ambient noise level Notes: 1. Levels not to be exceeded more than 5 minutes in any hour 2. The maximum interior noise level for residential uses shall be forty-five dBA with all openings closed. 3. For commercial and industrial properties, the measurement shall be at the property line of the use or activity. 4. Restricted hours may be modified through conditions of an approved conditional, administrative, or temporary use permit. Source: City of Rohnert Park, Rohnert Park Municipal Code, Title 17 Chapter 17.12.030 – Noise Standards. B. The noise standards above shall be modified as follows to account for the effects of time and duration on noise levels: 1. Noise that is produced for no more than a cumulative period of five minutes in any hour may exceed the above standards by five dBA except between the hours of 7:00 PM and 7:00 AM. 2. Noise that is produced for no more than a cumulative period of one minute in any hour may exceed the above standard by ten dBA except between the hours of 7:00 PM and 7:00 AM. 3. Mechanical and electrical equipment shall provide adequate shielding and baffling so that noise levels from such equipment will not exceed the above noise levels when measured at the property line. C. Noise shall be measured with a sound level meter that meets the standards of the American National Standards Institute. Noise levels shall be measured in decibels (dBA) on a sound level meter using the A-weighted filter network. Calibration checks of the instrument shall be made at the time any noise measurement is made. Excluded from these standards are occasional sounds generated by the movement of public safety vehicles and railroad equipment. D. New development within existing or projected sixty-five dBA noise corridors shown in the general plan shall undergo a technical acoustical analysis by a professional acoustical engineer, which shall serve as the basis for designing mitigation measures. Page 7 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 EXISTING CONDITIONS Existing Noise Sources Traffic from major roadways is the City’s most common noise source. The primary existing mobile noise sources in the Project vicinity is motor vehicles traveling on Emily Avenue and Eleanor Avenue. Stationary noise sources in the Project vicinity include mechanical (e.g. heating, ventilation, and air conditioning [HVAC] equipment) and parking lot noise at the existing Walmart and adjacent commercial uses, as well as those associated with the surrounding residential uses. Residential noise sources typically include moving vehicles, people talking, operation of landscaping equipment, dogs barking, etc. The noise associated with these sources may represent a single-event noise occurrence or short-term noise. Noise Measurements To quantify existing ambient noise levels in the Project area, Kimley-Horn conducted four short-term (15- minute) measurements on January 8, 2025, and one long-term noise measurement (24 hours in duration) starting on January 8, 2025, and ending January 9, 2025; see Appendix A: Noise Data. The noise measurement sites were representative of typical existing noise exposure within and immediately adjacent to the Project site. The 15-minute daytime measurements were taken between 1:46 p.m. and 2:55 p.m. Measurements of Leq are considered representative of the noise levels throughout the day. The average noise levels and sources of noise measured at each location are listed in Table 2: Existing Noise Measurements and shown on Figure 3: Noise Measurement Locations. Table 2: Existing Noise Measurements Site Location Measurement Period Duration Daytime Average Leq (dBA)1 Nighttime Average Leq (dBA)1 Short-Term Noise Measurements (15-minute measurements) ST-1 Adjacent to multifamily residences east of the Project site, along Emily Avenue. 1:46 p.m., Wednesday, January 8, 2025 15 min 58.0 - ST-2 Adjacent to single-family residences southeast of the Project site, along Emily Avenue. 2:04 p.m., Wednesday, January 8, 2025 15 min 56.8 - ST-3 Adjacent to single-family residences southeast of the Project site, along Eleanor Avenue. 2:22 p.m., Wednesday, January 8, 2025 15 min 61.8 - ST-4 Adjacent to single family residences south of the Project site, along Eleanor Avenue. 2:40 p.m., Wednesday, January 8, 2025 15 min 58.3 - Long-Term Noise Measurements (continuous 24-hour measurement) LT-1 Southern portion of the Project site, adjacent to residential uses. Wednesday, January 8, 2023, to Thursday, January 9, 2025 24 hr 65.3 51.2 Average Leq 63.4 Notes: 1. Daytime hours are from 7:00 a.m. to 10:00 p.m., and nighttime hours are from 10:00 p.m. to 7:00 a.m. The 15-hour daytime average (15-hour Leq) and 9-hour nighttime average were calculated from 24-hour measurements take at LT-1. The 15-minute Leq is listed from short-term measurement data. Source: Noise measurements taken by Kimley-Horn and Associates, January 8-9, 2025. See Appendix A for noise measurement results. Page 8 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Figure 3: Noise Measurement Locations Page 9 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Sensitive Receptors Noise exposure standards and guidelines for various types of land uses reflect the varying noise sensitivities associated with each of these uses. Healthcare facilities, rehabilitation centers, retirement homes, convalescent homes, residences, schools, childcare centers, and playgrounds are treated as the sensitive receptors, and therefore have more stringent noise exposure targets than do other uses, such as manufacturing or agricultural uses that are not subject to impacts such as sleep disturbance. The nearest sensitive receptors are the multi-family residential uses located approximately 50 feet to the east and single-family residences located approximately 40 feet to the south of the Project site. NOISE IMPACTS Construction Noise Construction noise typically occurs intermittently and varies depending on the nature or phase of construction. Noise generated by construction equipment can reach high levels. During construction, exterior noise levels could affect the noise-sensitive receptors near the construction site. Construction activities would include demolition and site improvements. Typical operating cycles for these types of construction equipment may involve 1 or 2 minutes of full power operation followed by 3 to 4 minutes at lower power settings. Other primary sources of acoustical disturbance would be random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts). Noise generated by construction equipment, including dozers, tractors, concrete saw, grader, forklifts, crane, roller, cement mixer, and air compressors, can reach high levels. Lmax is the maximum level of a noise source environment and is often used as a threshold value for typical noise levels of construction activities. Typical noise levels associated with individual construction equipment are listed in Table 3: Typical Construction Noise Levels. Table 3: Typical Construction Noise Levels Equipment Typical Noise Level (dBA Lmax) at 50 feet from Source Air Compressor 80 Backhoe 80 Compactor 82 Concrete Mixer 85 Concrete Pump 82 Concrete Vibrator 76 Crane, Mobile 83 Dozer 85 Generator 82 Grader 85 Jack Hammer 88 Loader 80 Paver 85 Pneumatic Tool 85 Pump 77 Roller 85 Saw 76 Shovel 82 Truck 84 1. Calculated using the inverse square law formula for sound attenuation: dBA2 = dBA1+20Log(d1/d2) Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. Page 10 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Construction activities would be limited to the hours between 8:00 a.m. and 6:00 p.m. per RPMC Section 9.44.120. The City’s permitted hours of construction are required in recognition that construction activities undertaken during daytime hours are a typical part of living in an urban environment and do not cause a significant impact. While the City establishes limits to the hours during which construction activity may take place, it does not identify specific noise level limits for construction noise levels. Thus, this analysis uses the FTA’s threshold of 80 dBA (8-hour Leq) for residential uses to evaluate construction noise impacts.1 The FHWA Roadway Construction Noise Model (RCNM) was used to calculate the worst-case construction noise levels at nearby sensitive receptors surrounding the Project site during construction. All construction equipment was assumed to operate simultaneously at the center of the Project construction area to represent a worst-case noise scenario, as construction activities would routinely be spread throughout the construction site and would operate at different intervals. The modeled receptor locations represent the closest existing receiving land uses to Project construction activities. Noise levels at other sensitive receptors surrounding the Project site would be located further away and would experience lower construction noise levels than the closest receptors modeled. Table 4: Project Construction Noise Levels shows estimated exterior daytime noise levels for each construction phase at the closest receptors. As depicted in Table 4, construction noise levels would range between approximately 56.3 dBA and 79.6 dBA at the nearest properties surrounding the Project site and would not exceed the FTA’s construction noise thresholds for residential uses. Additionally, compliance with RPMC Section 9.44.120 would minimize potential impacts from construction noise, as construction would be limited to the hours between 8:00 a.m. and 6:00 p.m. on any day. Because Project construction noise levels would not exceed any applicable standard and would be required to comply with the City’s allowable construction hours, construction noise impacts would be less than significant. 1 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, Table 7-2, Page 179, September 2018. Table 4: Project Construction Noise Levels Construction Phase On-Site Construction Location1 Receptor Location Receptor Land Use Direction Distance (feet)2 Noise Level (dBA Leq) Combined Noise Level Noise Threshold (dBA Leq) Exceeded? Demolition Northwest Multi- family Residential East 327 66.9 79.4 80 No Northeast 259 68.9 80 No South 118 78.7 80 No Northwest Single- family Residential South 200 59.2 79.7 80 No Northeast 204 59.0 80 No South 60 79.6 80 No Site Improvement Northwest Multi- family Residential East 327 64.2 76.8 80 No Northeast 259 66.2 80 No South 118 76.1 80 No Northwest Single- family Residential South 200 56.5 77.0 80 No Northeast 204 56.3 80 No South 60 76.9 80 No 1. See Figure 1 for construction locations. 2. Per the methodology described in the FTA Transit Noise and Vibration Impact Assessment Manual (September 2018), distances are measured from the center of Project site to the receptor. Source: Federal Highway Administration, Roadway Construction Noise Model, 2006. Refer to Appendix A for noise modeling results. Page 11 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Operational Noise The Project proposes to the expansion of existing Walmart Neighborhood market with the intended use of the storage, staging and dispending of retail merchandise ordered by customers on-line pickup at the store. The primary noise source associated with the proposed Project would consist of parking lot noise and mechanical equipment (i.e., a new rooftop HVAC unit). Parking Lot The Project would generate up to 22 trips during the peak hour. For the purpose of providing a conservative, quantitative estimate of the noise levels that would be generated from the vehicles entering and exiting the parking lot, the methodology recommended by FTA for the general assessment of stationary transit noise sources is used. Using the methodology, the Project’s peak hourly noise level that would be generated by the on-site parking levels was estimated using the following FTA equation for a parking lot: Leq(h) = SELref + 10 log (NA/1,000) – 35.6 Where: Leq(h) = hourly Leq noise level at 50 feet SELref = reference noise level for stationary noise source represented in sound exposure level (SEL) at 50 feet NA = number of automobiles per hour 35.6 is a constant in the formula, calculated as 10 times the logarithm of the number of seconds in an hour Using FTA’s reference noise level of 92 dBA SEL2 at 50 feet from the noise source, the Project’s highest peak hour vehicle trips would generate noise levels of approximately 39.8 dBA Leq at 50 feet from the parking lot. Parking lot noise would occur within the existing surface parking lot on the Project site. The closest sensitive receptors would be the single-family residences located approximately 45 feet to the south and multi-family residences approximately 85 feet east of the nearest parking area. At these distances, parking lot noise levels would be approximately 40.7 dBA and 35.2 dBA respectively, which are below the City’s most stringent noise standard of 50 dBA (between 7:00 p.m. and 7:00 a.m.) for residential uses. It is also noted that parking lot noise occurs at the existing Walmart and surrounding commercial uses under existing conditions. Parking lot noise would be consistent with the existing noise in the vicinity and would be partially masked by background noise from traffic along surrounding roadways. Therefore, noise impacts from parking lots would be less than significant. Mechanical Equipment The Project would include one additional rooftop HVAC unit on the existing retail building proposed for expansion. Mechanical equipment typically generates noise levels of approximately 52 dBA at 50 feet.3 2 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. 3 Ibid. Page 12 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 The nearest sensitive receptors (single-family residences to the south) would be located approximately 80 feet from the proposed rooftop mechanical equipment. Based on distance attenuation alone, noise levels from mechanical equipment would reach a maximum of 47.9 dBA at the nearest residences to the south and would not exceed the City’s most stringent noise standard of 50 dBA (between 7:00 p.m. and 7:00 a.m.) for residential uses. Therefore, noise impacts from mechanical equipment would be less than significant. Composite Noise Levels Table 5: Composite On-Site Operational Noise shows the noise levels from Project mechanical equipment and parking lot noise combined with existing ambient levels at the nearest multi-family and single-family residential to the east and south. As shown in Table 5, the maximum noise level increase at the nearest residential uses during Project operations would be 1.7 dBA during nighttime hours and would be below the 3 dBA barely perceptible noise increase criterion.4 Therefore, the Project would result in an imperceptible noise increase at the nearest residential uses during on-site operations. A less than significant impact would occur in this regard. Table 5: Composite On-Site Operational Noise Sensitive Receptor Location Noise Source Reference Level (dBA) at 50 feet1 Distance to Receptor (feet) Noise Level at Receptor (dBA) Combined Level at Receptor (dBA)4 Daytime/Nighttime Significant? Ambient Level (dBA)4 Ambient + Project Noise Level at Receptor (dBA)5 Incremental Increase (dBA) East Mechanical Equipment2 52 95 46.4 46.7 58.0/51.2 58.3/52.5 0.3/1.3 No Parking3 39.8 85 35.2 58.0/51.2 South Mechanical Equipment2 52 80 47.9 48.7 61.8/51.2 62.0/52.9 0.2/1.7 No Parking3 39.8 45 40.7 61.8/51.2 1. The distance is from the locaƟon of the operaƟonal noise source to the sensiƟve receptor property line. 2. Source for reference level: EllioƩ H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, July 6, 2010. 3. Source for reference level: Kariel, H. G., Noise in Rural RecreaƟonal Environments, Canadian AcousƟcs 19(5), 3-10, 1991. 4. Calculated using the inverse square law formula for sound aƩenuaƟon: dBA2 = dBA1+20Log(d1/d2), where dBA2 = esƟmated noise level at receptor; dBA1 = reference noise level; d1 = reference distance; d2 = receptor locaƟon distance. 5. Measured ambient noise levels ranged from 51.2 dBA and 65.3 dBA (refer to Table 2). The lowest measured level at the closest residenƟal receptor is conservaƟvely used for this evaluaƟon. 4 According to the California Department of Transportation (Caltrans) Technical Noise Supplement to the Traffic Noise Analysis Protocol (2013), a noise level increase of 3 dBA is regarded as barely perceivable and a 5 dBA is readily noticeable. Page 13 kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Mobile Traffic Noise In general, a 3-dBA increase in traffic noise is barely perceptible to people, while a 5-dBA increase is readily noticeable. Traffic volumes on Project area roadways would have to approximately double for the resulting traffic noise levels to generate a barely perceptible 3-dBA increase.5 Emily Avenue (the primary access route to the Project site) currently experiences average daily traffic (ADT) volumes of approximately 1,255 vehicles.6 The Project would result in approximately 251 net daily trips7 which would not double the existing traffic volumes on Emily Avenue. Therefore, the Project would not result in a noticeable increase in traffic noise and impacts would be less than significant. CONCLUSION The Project’s construction and operational noise levels would not exceed any City or other agency noise standards. The Project would result in less than significant construction and operational noise impacts, and no mitigation is required. 5 According to the California Department of Transportation, Technical Noise Supplement to Traffic Noise Analysis Protocol (September 2013), it takes a doubling of traffic to create a noticeable (i.e., 3 dBA) noise increase. 6 Replica HQ, Annual Average Daily Traffic 2023 for the City of Rohnert Park, https://www.replicahq.com/, accessed January 2025. 7 The Project’s daily vehicle trips are based on Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. Appendix A Noise Data Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:1:46-2:01 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 58.0 44.1 78.6 96.6 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):62 F Calibrator:CAL200 Wind (mph):2 mph WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:57% Photo: Equipment Weather Rohnert Park Walmart ST-1 Max Swinderman Adjacent to multifamily residences east of the Project site, along Emily Avenue. Passing cars, people walking past noise meter Dogs barking temporarily Measurement Report Report Summary Meter's File Name LxT_Data.019.s Computer's File Name LxTse_0006073-20250108 134614-LxT_Data.019_ST-1.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 13:46:14 Duration 0:15:00.0 End Time 2025-01-08 14:01:14 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:50 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 58.0 dB LAE 87.5 dB SEA --- dB EA 63.1 µPa²h LApeak 96.6 dB 2025-01-08 13:46:19 LASmax 78.6 dB 2025-01-08 14:00:07 LASmin 44.1 dB 2025-01-08 13:55:24 LAeq 58.0 dB LCeq 70.1 dB LCeq - LAeq 12.1 dB LAIeq 61.7 dB LAIeq - LAeq 3.7 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 58.0 dB 58.0 dB 0.0 dB LDEN LDay LEve LNight 58.0 dB 58.0 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 58.0 dB 70.1 dB --- dB Ls(max)78.6 dB 2025-01-08 14:00:07 --- dB None --- dB None LS(min)44.1 dB 2025-01-08 13:55:24 --- dB None --- dB None LPeak(max)96.6 dB 2025-01-08 13:46:19 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 63.5 dB LAS 10.0 61.0 dB LAS 33.3 54.4 dB LAS 50.0 51.9 dB LAS 66.6 49.9 dB LAS 90.0 47.1 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:2:04-2:19 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 56.8 41.7 70.7 86.6 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):62 F Calibrator:CAL200 Wind (mph):2 mpg WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:57% Photo: Equipment Weather Rohnert Park Walmart ST-2 Max Swinderman Adjacent to single-family residences southeast of the Project site, along Emily Avenue. Passing cars, people walking by meter Distant leaf blowing down the road near ST-1 Measurement Report Report Summary Meter's File Name LxT_Data.020.s Computer's File Name LxTse_0006073-20250108 140432-LxT_Data.020_ST-2.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 14:04:32 Duration 0:15:00.0 End Time 2025-01-08 14:19:32 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 56.8 dB LAE 86.3 dB SEA --- dB EA 47.9 µPa²h LApeak 86.6 dB 2025-01-08 14:04:57 LASmax 70.7 dB 2025-01-08 14:19:10 LASmin 41.7 dB 2025-01-08 14:11:01 LAeq 56.8 dB LCeq 67.1 dB LCeq - LAeq 10.3 dB LAIeq 58.7 dB LAIeq - LAeq 1.9 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 56.8 dB 56.8 dB 0.0 dB LDEN LDay LEve LNight 56.8 dB 56.8 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 56.8 dB 67.1 dB --- dB Ls(max)70.7 dB 2025-01-08 14:19:10 --- dB None --- dB None LS(min)41.7 dB 2025-01-08 14:11:01 --- dB None --- dB None LPeak(max)86.6 dB 2025-01-08 14:04:57 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 64.0 dB LAS 10.0 60.8 dB LAS 33.3 52.8 dB LAS 50.0 49.9 dB LAS 66.6 48.2 dB LAS 90.0 45.7 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:2:22-2:37 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 61.8 44.0 72.9 91.0 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):64 F Calibrator:CAL200 Wind (mph):3 WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:59% Photo: Equipment Weather Rohnert Park Walmart ST-3 Max Swinderman Adjacent to single-family residences southeast of the Project site, along Eleanor Avenue. Cars passing, people walking by meter Brief lawn mowing occuring near ST-1 Measurement Report Report Summary Meter's File Name LxT_Data.021.s Computer's File Name LxTse_0006073-20250108 142215-LxT_Data.021_ST-3.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 14:22:15 Duration 0:15:00.0 End Time 2025-01-08 14:37:15 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 61.8 dB LAE 91.3 dB SEA --- dB EA 151.4 µPa²h LApeak 91.0 dB 2025-01-08 14:27:44 LASmax 72.9 dB 2025-01-08 14:27:45 LASmin 44.0 dB 2025-01-08 14:37:04 LAeq 61.8 dB LCeq 73.7 dB LCeq - LAeq 11.9 dB LAIeq 63.2 dB LAIeq - LAeq 1.4 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 61.8 dB 61.8 dB 0.0 dB LDEN LDay LEve LNight 61.8 dB 61.8 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 61.8 dB 73.7 dB --- dB Ls(max)72.9 dB 2025-01-08 14:27:45 --- dB None --- dB None LS(min)44.0 dB 2025-01-08 14:37:04 --- dB None --- dB None LPeak(max)91.0 dB 2025-01-08 14:27:44 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 66.4 dB LAS 10.0 64.5 dB LAS 33.3 61.8 dB LAS 50.0 60.6 dB LAS 66.6 59.3 dB LAS 90.0 56.3 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 Analyst: Time:2:40-2:55 p.m. Location: Noise Sources: Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 58.3 36.5 78.1 91.2 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):64 F Calibrator:CAL200 Wind (mph):3 WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:5 feet Humidity:60% Photo: Equipment Weather Rohnert Park Walmart ST-4 Max Swinderman Adjacent to single family residences south of the Project site, along Eleanor Avenue. Cars passing by N/A Measurement Report Report Summary Meter's File Name LxT_Data.022.s Computer's File Name LxTse_0006073-20250108 144002-LxT_Data.022_ST-4.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 14:40:02 Duration 0:15:00.0 End Time 2025-01-08 14:55:02 Run Time 0:15:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 58.3 dB LAE 87.8 dB SEA --- dB EA 67.6 µPa²h LApeak 91.2 dB 2025-01-08 14:41:04 LASmax 78.1 dB 2025-01-08 14:41:04 LASmin 36.5 dB 2025-01-08 14:50:48 LAeq 58.3 dB LCeq 67.2 dB LCeq - LAeq 8.9 dB LAIeq 61.2 dB LAIeq - LAeq 2.9 dB Exceedances Count Duration LAS > 85.0 dB 0 0:00:00.0 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 58.3 dB 58.3 dB 0.0 dB LDEN LDay LEve LNight 58.3 dB 58.3 dB --- dB --- dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 58.3 dB 67.2 dB --- dB Ls(max)78.1 dB 2025-01-08 14:41:04 --- dB None --- dB None LS(min)36.5 dB 2025-01-08 14:50:48 --- dB None --- dB None LPeak(max)91.2 dB 2025-01-08 14:41:04 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 64.9 dB LAS 10.0 62.3 dB LAS 33.3 52.1 dB LAS 50.0 46.7 dB LAS 66.6 43.4 dB LAS 90.0 38.9 dB Noise Measurement Field Data Project: Job Number:094507717 Site No.: Date:1/8/2025 - 1/9/2025 Analyst: Time:3:35-3:35 p.m. Location: Noise Sources:Cars passing by, people walking by Comments: Results (dBA): Leq:Lmin:Lmax:Peak: 63.4 38.1 93.2 113.9 Sound Level Meter:LD SoundExpert LxT Temp. (degrees F):64 F Calibrator:CAL200 Wind (mph):3 WSW Response Time:Slow Sky:Clear Weighting:A Bar. Pressure:30.21 Microphone Height:~5 feet Humidity:59% Photo: Equipment Weather Rohnert Park Walmart LT-1 Max Swinderman Southern portion of the Project site, adjacent to residential uses. In parking lot entering off of Emily Avenue, behind building structure Measurement Report Report Summary Meter's File Name LxT_Data.023.s Computer's File Name LxTse_0006073-20250108 153500-LxT_Data.023_LT-1.ldbin Meter LxT SE 0006073 Firmware 2.404 User Location Job Description Note Start Time 2025-01-08 15:35:00 Duration 24:00:00.0 End Time 2025-01-09 15:35:00 Run Time 24:00:00.0 Pause Time 0:00:00.0 Pre-Calibration 2025-01-08 13:42:48 Post-Calibration None Calibration Deviation --- Results Overall Metrics LAeq 63.4 dB LAE 112.8 dB SEA --- dB EA 21.0 mPa²h LApeak 113.9 dB 2025-01-09 12:55:30 LASmax 93.2 dB 2025-01-09 08:21:31 LASmin 38.1 dB 2025-01-09 02:30:17 LAeq 63.4 dB LCeq 70.2 dB LCeq - LAeq 6.8 dB LAIeq 65.9 dB LAIeq - LAeq 2.5 dB Exceedances Count Duration LAS > 85.0 dB 9 0:03:21.7 LAS > 115.0 dB 0 0:00:00.0 LApeak > 135.0 dB 0 0:00:00.0 LApeak > 137.0 dB 0 0:00:00.0 LApeak > 140.0 dB 0 0:00:00.0 Community Noise LDN LDay LNight 64.2 dB 65.3 dB 0.0 dB LDEN LDay LEve LNight 64.2 dB 66.3 dB 48.5 dB 51.2 dB Any Data A C Z Level Time Stamp Level Time Stamp Level Time Stamp Leq 63.4 dB 70.2 dB --- dB Ls(max)93.2 dB 2025-01-09 08:21:31 --- dB None --- dB None LS(min)38.1 dB 2025-01-09 02:30:17 --- dB None --- dB None LPeak(max)113.9 dB 2025-01-09 12:55:30 --- dB None --- dB None Overloads Count Duration OBA Count OBA Duration 0 0:00:00.0 0 0:00:00.0 Statistics LAS 5.0 59.6 dB LAS 10.0 54.4 dB LAS 33.3 49.1 dB LAS 50.0 46.3 dB LAS 66.6 44.0 dB LAS 90.0 41.1 dB Project: Rohnert Park Walmart Expansion Construction Noise Impact on Sensitive Receptors Parameters Construction Hours:Daytime hours (7 am to 7 pm) 8 Evening hours (7 pm to 10 pm) 0 Nighttime hours (10 pm to 7 am) 0 Leq to L10 factor 3 Receptor (Land Use) Distance (feet)Shielding Direction 1 Demo NW 327 3 E 2 Demo NE 259 3 E 3 Demo S 118 0 E 4 Demo NW 200 15 S 5 Demo NE 204 15 S 6 Demo S 60 5 S RECEPTOR 1 RECEPTOR 2 RECEPTOR 3 RECEPTOR 4 RECEPTOR 5 RECEPTOR 6 Construction Phase Equipment Type No. of Equip. Acoustica l Usage Factor Reference Noise Level at 50ft per Unit, Lmax Noise Level at Receptor 1, Lmax Noise Level at Receptor 1, Leq Noise Level at Receptor 2, Lmax Noise Level at Receptor 2, Leq Noise Level at Receptor 3, Lmax Noise Level at Receptor 3, Leq Noise Level at Receptor 4, Lmax Noise Level at Receptor 4, Leq Noise Level at Receptor 5, Lmax Noise Level at Receptor 5, Leq Noise Level at Receptor 6, Lmax Noise Level at Receptor 6, Leq Demolition Concrete Saw 1 20% 90 70.3 63.3 72.3 65.3 82.1 75.2 62.6 55.6 62.4 55.4 83.0 76.0 Jackhammer 1 20% 89 69.6 62.6 71.6 64.6 81.4 74.5 61.9 54.9 61.7 54.7 82.3 75.3 Excavator 1 40% 81 61.4 57.4 63.4 59.4 73.2 69.3 53.7 49.7 53.5 49.5 74.1 70.1 Front End Loader 1 40% 79 59.8 55.8 61.8 57.8 71.6 67.7 52.1 48.1 51.9 47.9 72.5 68.5 Combined LEQ 66.9 68.9 78.7 59.2 59.0 79.6 Source for Ref. Noise Levels: RCNM, 2005 Project: Rohnert Park Walmart Expansion Construction Noise Impact on Sensitive Receptors Parameters Construction Hours:Daytime hours (7 am to 7 pm) 8 Evening hours (7 pm to 10 pm) 0 Nighttime hours (10 pm to 7 am) 0 Leq to L10 factor 3 Receptor (Land Use) Distance (feet)Shielding Direction 1 Demo NW 327 3 E 2 Demo NE 259 3 E 3 Demo S 118 0 E 4 Demo NW 200 15 S 5 Demo NE 204 15 S 6 Demo S 60 5 S RECEPTOR 1 RECEPTOR 2 RECEPTOR 3 RECEPTOR 4 RECEPTOR 5 RECEPTOR 6 Construction Phase Equipment Type No. of Equip. Acoustica l Usage Factor Reference Noise Level at 50ft per Unit, Lmax Noise Level at Receptor 1, Lmax Noise Level at Receptor 1, Leq Noise Level at Receptor 2, Lmax Noise Level at Receptor 2, Leq Noise Level at Receptor 3, Lmax Noise Level at Receptor 3, Leq Noise Level at Receptor 4, Lmax Noise Level at Receptor 4, Leq Noise Level at Receptor 5, Lmax Noise Level at Receptor 5, Leq Noise Level at Receptor 6, Lmax Noise Level at Receptor 6, Leq Site Improvement Paver 1 50% 77 57.9 54.9 59.9 56.9 69.7 66.7 50.2 47.1 50.0 47.0 70.6 67.6 Roller 1 20% 80 60.7 53.7 62.7 55.7 72.5 65.6 53.0 46.0 52.8 45.8 73.4 66.4 Pavement Scarafier 1 20% 90 70.2 63.2 72.2 65.2 82.0 75.1 62.5 55.5 62.3 55.3 82.9 75.9 Combined LEQ 64.2 66.2 76.1 56.5 56.3 76.9 Source for Ref. Noise Levels: RCNM, 2005 On Apr 23, 2025, at 10:09 AM, David Sandri wrote: EXTERNAL EMAIL Dear Members of the Rohnert Park City Council, I have been shocked to hear from some local businesses in the Mountain Shadows Plaza shopping center that WalMart is already making plans (measuring spaces with architects, construction personnel and the like) for an expansion of the WalMart Neighborhood Market store. They are telling business that this will be beginning in August or September of 2025. They are also telling those businesses in the "expansion area" that they will need to leave. The property management company has not informed these businesses of this timeline. As an "E" Section resident, I am shocked by this. To the best of my knowledge, there has been no planning commission meeting, no city approval, no public notice of any kind. The WalMart Neighborhood Market expansion would - ---cause much greater traffic, affecting the safety children at 2 nearby elementary schools (Evergreen and Hahn). There is a lack of traffic controls in the area already - this would make it worse. ---with the increase in traffic, it would especially clog Country Club Drive near Fire Station No. 2, the primary fire station for this portion of town, thus slowing response time for emergency calls. ---further limit local businesses, which contribute a far greater proportion of their revenue to the local economy. The outward appearance is that the property management company (who is not local) just wants to be able to get one big monthly check from WalMart, and discourage local businesses. As I remember, a number of local residents, including the adjacent apartment complex, had voiced their concern over this project in 2024. The city also previously rejected an attempt by WalMart to expand their location on the west side of Highway 101, over similar concerns. We DO NOT need more WalMart. We need more local businesses, more affordable housing and more real solutions for the situation at Sonoma State University and its impact on the city. Please DO NOT let an expansion of WalMart Neighborhood Market happen. Kind regards, David Sandri Attachment D - Public Comment Public Comment dated 5/1/25 Type text herePublic Comment dated 5/2/25 Received 5/5/25 – 7:57 p.m. – Walmart Opposition Letter Thank you Clotile I am going to do my best to be present at the meeting if my flight from NY lands on time. But just in case I have to say the ongoing noise the pick stalls could add to my residence and others on Eleanor is great and concerns me. we back up to the shopping center and the pick up stall expansion is directly behind several residences one of which is mine. The noise of doors opening and closing as well as carts, cars and voices and emissions is not something I support. We already have the noise from trucks, the large trucks trying to make a turn into the back side of walmart is already a stretch. Then there is also the noise of walmart employees who forget there are residences behind and we hear loud voices and carts often in the late summer hours. This is not intentional but just a simple unawareness we are here. Trucks sit and run engines and all of this happens behind my home and others . It also appears many small businesses who have been part of our community for a while may also be at risk if this were to proceed. On a different note the wall behind my house is extremely bowed and looks as though it could fall and if hit by a car could also fall or crumble. I am unsure who owns that wall but I would like to know if you know so I may discuss this Thank you Bess McKay 974 Eleanor Ave Public Comment dated 5/5/25 kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 May 7, 2025 Walmart Neighborhood Market 2468 – Remodel/Adjacent Space Takeover Response to Public Comments 901 Golf Course Drive Rohnert Park, CA 94928 Noise Concerns The project involves the takeover of 4,969 square feet of adjacent tenant space. No construction of additional building square footage is proposed, and construction activities will be limited to interior tenant improvements. Therefore, the nearby neighborhood will not be impacted by construction noise. Two of the existing tenant suites that will be utilized by Walmart were most recently occupied by a barber shop and chiropractic office. The two suites that are currently vacant were previously occupied by a ballroom dancing studio and a Mailboxes Etc. store. All of these uses generated vehicle trips, car doors shutting, etc. as sources of operational noise typically associated with a shopping center. The takeover of this existing tenant space by Walmart will not result in significant additional operational noise and is not expected to result in an increase in heavy truck deliveries, as the additional space will be utilized solely for staging online pickup orders that would already be occurring at this location. Therefore, operational noise levels are expected to be consistent with what has historically occurred within the Shopping Center since the Walmart store has been operational beginning in 2014. Residential Character of Neighborhood The Project site has a General Plan Land Use Designation of Neighborhood Commercial (Commercial – N) and is zoned Neighborhood Commercial (C-N). “Supermarkets” is a conditional use in the C-N zone. (Rohnert Park Municipal Code § 17.06.060). The Walmart Neighborhood Market will otherwise continue to function as it has since it was approved by the City in 2014. This store offers the surrounding neighborhood a more convenient grocery shopping location than the larger Walmart #1755 located on 4625 Redwood Drive, and with different product offerings (bakery, deli, etc.) Impacts of Truck Traffic to Nearby Schools/Pedestrians/Fire Station The takeover of this existing tenant space by Walmart will not result in significant truck deliveries, as the additional space will be utilized solely for staging online pickup orders that would already be occurring at this location. Likewise, increased customer traffic is not anticipated to occur as the additional square footage will not be utilized as sales floor area and will not have a separate customer entrance. Rather, the additional square footage will be used to more efficiently accommodate the ancillary use of online pickup orders, which have already been occurring since COVID restrictions in 2020. 5/7/25 Response To Public Comments kimley-horn.com 1100 Town and Country Rd Suite 700, Orange, CA 92868 714 939 1030 Impacts Related to Other Grocery Stores/Businesses in the Area The project involves the re-use of 4,969 square feet of existing tenant space that is adjacent to the existing Walmart; no physical expansion or construction of new square footage is proposed. The existing tenant spaces have already been vacated or are in the process of being vacated (two have been vacant for some time). Two of the tenants (the Barbershop and Chiropractor) will be relocated within the shopping center at the Landlord’s expense. No tenants will be removed from the shopping center as part of this project. The additional space will be utilized solely for staging online pickup orders that would already be occurring at this location, while offering more convenient, dedicated pickup parking stalls and a more functional interior store layout to accommodate the increased popularity of online orders. The Walmart Neighborhood Market will otherwise continue to function as it has since it was approved by the City in 2014. This store offers the surrounding neighborhood a more convenient grocery shopping location than the larger Walmart #1755 located on 4625 Redwood Drive, and with different product offerings (bakery, deli, etc.) Parking/Traffic Concerns The additional space will be utilized solely for staging online pickup orders that would already be occurring at this location, while offering more convenient, dedicated pickup parking stalls and a more functional interior store layout to accommodate the increased popularity of online orders. Increased truck and customer traffic is not anticipated, and the provision of dedicated pickup stalls is anticipated to improve parking availability on the site. The existing pickup spaces on the west side of the building will be removed and converted to standard parking spaces. The new pickup parking spaces will be provided to the east of the building to allow for quicker and more direct access by store employees to the waiting vehicles via a crosswalk.