Building Board Regular Meeting Materials (PDF)

BUILDING BOARD MEETING MONDAY, June 15, 2026 Virtual Meeting Phone/Video 4:00 P.M. PLEASE TAKE NOTICE that a meeting of the Brown Deer Building Board will be held virtually. The public can access this meeting of the Building Board by dialing 1-312-626-6799. The public would then need to enter the code: 838 2556 3899 to join the meeting. The public can also join by video using the following link https://us02web.zoom.us/s/83825563899 Please remember to mute your microphone to reduce background noise. The following items of business will be discussed and possibly acted upon: I Roll Call II Persons Desiring to be Heard III Consideration of Minutes: May 18, 2026 IV Old Business 1. None V Plans Submitted for Consideration: 1. New Sign – TAPCO, 5100 W. Brown Deer Road 2. New Single-Family Dwelling - 8498 N. 68th Street 3. New Mixed Use Commercial and Multi-Family Residential Building - Riverside Landing, 9044 N. Green Bay Road VI Adjournment Caren Brustmann Caren Brustmann, Village Clerk June 9, 2026 PERSONS REQUIRING SPECIAL ACCOMMODATIONS FOR ATTENDANCE AT THE MEETING SHOULD CONTACT THE VILLAGE CLERK AT LEAST ONE BUSINESS DAY PRIOR TO THE MEETING. MINUTES OF THE BROWN DEER BUILDING BOARD Virtual Meeting Phone/Video May 18, 2026 The meeting was called to order at 4:00 p.m. I ROLL CALL Present: Mary Buckley, Will Manley, Chris Eger, Nicole Robbins Excused: Ryan Thacker Also Present: Nate Piotrowski, Community Development Director; Ken Smith, JD Griffiths; Jaina Chiolero; Lemberg Signs II PERSONS DESIRING TO BE HEARD None III CONSIDERATION OF MINUTES Mr. Manley motioned, and Ms. Robbins seconded to approve the minutes of April 20, 2026. Approval was unanimous. IV OLD BUSINESS 1. None V PLANS SUBMITTED FOR CONSIDERATION The following items were on the agenda for review: 1. New Detached Garage – 8040 N. Cedarburg Road Mr. Piotrowski reviewed the proposed garage and introduced the builder, Ken Smith from JD Griffiths. Ms. Robbins stated that the plans looked good and complete and she did not have any issues with the proposal. Mr. Manley concurred. Mr. Eger motioned for approval of the garage plan and Ms. Robbins seconded. Motion to approve the garage plan was unanimous. 2. New Wall Sign – Rogers Behavioral Health, 4555 W. Schroeder Drive Mr. Piotrowski reviewed the propos al and introduced Jai na Chiolero, of Lember g Signs. Ms. Robbins asked if the sign was to be illuminated. Ms. Chiolero replied that it was not illuminated. Ms. Robbins also asked if it was the only sign on the building facing Schroeder Drive. Ms. Chiolero replied that it was the only sign and faced the street. Mr. Manley motioned for approval of the sign plan and Mr. Eger seconded. Motion to approve the sign plan was unanimous. VI ADJOURNMENT Mr. Manley moved adjournment and Mr. Eger seconded. Approval was unanimous. The meeting adjourned at 4:11 p.m. The next regularly scheduled meeting is June 1, 2026 Nate Piotrowski ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Development Director, Village of Brown Deer DOUBLE FEES ARE DUE IF WORK IS STARTED BEFORE PERMIT IS ISSUED Inspections are required before any work is concealed, when work is complete, and prior to Occupancy or Use. Please have permit number and address when requesting inspections. Please give at least 24 hours notice. FINAL INSPECTIONS ARE MANDATORY. It is Hereby Agreed between the undersigned as owner or his/her agent, and the Village of Brown Deer, that for and in conside ration of the premises and of the permit to construct erect, alter or install and the occupancy of building as above described, to be issued and granted by the Building Inspector, that t he work thereon will be done in accordance with the descrip- tions herein set forth in this statement, and as more fully described in the specifications and plans herewith filed; and it is further agreed to construct, erect, alter or install and occupy in strict compliance with the ordinances of the Village of Brown Deer, and to obey any and all lawful orders of the Building Inspector of the Village of Brown Deer, and all State Laws relating to the construction, alteration, repairs, removal and safety of buildings and other structures and permanent building equipment. Signature Of Applicant: _ ________Date:_________________ Rev 12/16/2024 I acknowledge that I have read and understand the cautionary and statute statements PERMIT NO: PPR___— ______ PS___— ______ REQUIRED: Separate PPR Building Board Review Application and Non-refundable $75.00 Fee A $1.00 per sq. ft. of sign fee ($75.00 minimum) is assessed when the permit is issued. Square Footage: Height of Sign: Height of Letters: Grade to Sign Clearance: Projection From Building: Number of Sides: □ One (1) □ Two (2) □ More How Many? _____________ Color of Signage Background: Color of Sign Structure/Support: Color of Lettering: Sign Support Material: Sign Framing Material: Sign Surface Material: Is your sign ILLUMINATED? □ Yes □ No □ INTERNALLY LIT □ EXTERNALLY LIT ** An Electrical Permit must also be applied for by a Licensed Electrician Sign Message: City State Zip Code Contractor: Contact Person: Address: City: State: Zip: Contractor Email: Contractor Telephone: Property Address: Property Owner: Owner Telephone: Mailing Address: New Tenant/Business Name: Tenant Email: Address: Tenant Telephone: Website: City: State: Zip Code: □ Awning, Canopy or Marquee Sign □ Banner or Special Event Sign □ Changeable Sign □ Ground Sign □ Monument Sign □ Multi Tenant Sign □ Projecting Sign □ Subdivision Sign □ Wall Sign Type of Sign applied for: Estimated Cost of Work (You must put in a total) $ ARCH. BLDG BOARD FEE (NON-REFUNDABLE) $75.00 TOTAL PERMIT FEE ($75.00 MINIMUM) $ 4800 W. Green Brook Dr. Brown Deer, WI 53223 SIGN PERMIT APPLICATION To Schedule Inspection, Call: 262-901-8771 NSInspectionServices@gmail.com 5100 W Brown Deer Rd Milwaukee Wi TAPCO 800-236-011 5100 W Brown Deer Milwaukee WI 53223 TAPCO patrick.robbins@tapconet.co 7840 N 86th Milwaukee WI 53223 262-313-753 tapconet.co X 15.6 sq ft 45 in 5 in 4 Ft n/a x Blue Metal/Silver White/ Yellow Metal Metal Metal x x Spaces Available w/ Digital Dynamic Occupancy Count Display * Solar Powered, no electrical run 150 75.00 5/27/2026Patrick Robbins KNOWN AS 5100 WEST BROWN DEER ROAD, IN THE VILLAGE OF BROWN DEER, MILWAUKEE COUNTY, WISCONSIN PARCEL 1 OF CERTIFIED SURVEY MAP NO. 2060 RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKEE COUNTY, WISCONSIN, ON APRIL 9, 1973 IN VOLUME 713 OF CERTIFIED SURVEY MAPS, AT PAGE 627, AS DOCUMENT NO. 4751561, BEING A REDIVISION OF LOT 2 AND PART OF LOTS 1-3 AND 19 IN BROWN DEER INDUSTRIAL PARK, BEING A SUBDIVISION OF A PART OF THE NORTHWEST 1/4, NORTHEAST 1/ 4 AND SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 2 AND PART OF THE SOUTHWEST 1/4 AND TH E NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 2, TOWNSHIP 8 NORTH, RANGE 21 EAST, TOGETHER WITH VACATED PORTION OF NORTH 55TH STREET ADJOINING ON THE WEST. SAID LAND BEING IN TH E VILLAGE OF BROWN DEER, COUNTY OF MILWAUKEE, STATE OF WISCONSIN. MARCH 16, 2005 CONCOURS MOTORS, INC. SURVEY NO. 161731-RMK N OTES: A. BEARINGS ARE BASED ON THE WEST LINE OF NORTH 51ST STREET RECORDED AS SOUTH 00°34'49" EAST ON CERTIFIED SURVEY MAP. B. THIS SURVEY WAS PREPARED BASED ON FIRST AMERICAN TITLE INSURANCE COMPANY TITL E C OMMITMENT NO. M136936, EFFECTIVE DATE OF APRIL 13, 2004, WHICH LISTS THE FOLLOWING EASEMENTS AND/OR RESTRICTIONS: 11. EASEMENTS, RESTRICTIONS AND NOTES AS CONTAINED IN CERTIFIED SURVEY MAP NO. 2060. AFFECTS SITE – EASEMENTS SHOWN 12. EASEMENTS, RESTRICTIONS AND NOTES AS CONTAINED IN PLAT OF BROWN DEE R I NDUSTRIAL PARK. AFFECTS SITE – ACCESS RESTRICTION NOTED. 13. EASEMENT RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKE E C OUNTY, WISCONSIN ON OCTOBER 21, 1919, AS DOCUMENT NO. 1004651. DOES NOT AFFECT SITE – GENERAL IN NATURE, CANNOT BE PLOTTED 14. EASEMENT RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKE E C OUNTY, WISCONSIN ON OCTOBER 21, 1919, AS DOCUMENT NO. 1004652. MAY AFFECT SITE – GENERAL IN NATURE, CANNOT BE PLOTTED 15. EASEMENT RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKE E C OUNTY, WISCONSIN ON OCTOBER 21, 1919, AS DOCUMENT NO. 1004653. MAY AFFECT SITE BY LOCATION – GENERAL IN NATURE, CANNOT BE PLOTTED 16. EASEMENT RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKE E CO UNTY, WISCONSIN ON OCTOBER 13, 1960, IN VOLUME 4080, AT PAGE 540, AS DOCUMENT NO. 3839563. DOES NOT AFFECT SITE – NOT SHOWN 17. EASEMENT RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKE E CO UNTY, WISCONSIN ON OCTOBER 13, 1960, IN VOLUME 4080, AT PAGE 548, AS DOCUMENT NO. 3839565. DOES NOT AFFECT SITE – NOT SHOWN EASEMENT RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKE E C OUNTY, WISCONSIN ON JANUARY 25, 1972, IN VOLUME 632, AT PAGE 1229, AS DOCUMENT NO. 4650068. DOES NOT AFFECT SITE – NOT SHOWN 19. UTILITY EASEMENT RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS FOR MILWAUKEE COUNTY, WISCONSIN ON NOVEMBER 13, 1973, IN VOLUME 755, AT PAGE 1044, AS DOCUMENT NO. 4805231. AFFECTS SITE BY LOCATION – SHOWN 20. RESERVATION AS DISCLOSED IN WARRANTY DEED RECORDED IN THE OFFICE OF TH E RE GISTER OF DEEDS FOR MILWAUKEE COUNTY, WISCONSIN ON JUNE 30, 1919, IN VOLUME 797, AT PAGE 496, AS DOCUMENT NO. 986904. DOES NOT AFFECT SITE – NOT SHOWN C. ACCORDING TO FLOOD INSURANCE RATE MAP OF THE VILLAGE OF BROWN DEER, COMMUNITY PANEL NO. 550271 0001B, EFFECTIVE DATE OF MARCH 28, 1980, THIS SITE FALLS IN ZONE C (AREAS OF MINIMAL FLOODING) D. THE BASIC ZONING INFORMATION LISTED BELOW IS TAKEN FROM MUNICIPAL CODES AND DOES NOT REFLECT ALL REGULATIONS THAT MAY APPLY – SITE IS ZONED MANUFACTURING STREET SETBACK – 35' SIDEYARD SETBACK – 20' PLUS 1' FOR EACH 1' THAT BUILDING EXCEEDS 35' IN HEIGHT REARYARD SETBACK – 30' MAXIMUM HEIGHT – NONE x Sign Location 18. Sign B Layout W W MCS PRELIMINARY PLAN SET11-20-25 CAJ File: \\JSDINC\new projects\2025\2515809\DWG\Civil Sheets\25-15809 ConDocs.dwg Layout: SITE User: mary.schmidbauer Plotted: Nov 20, 2025 - 2:52pm Xref's: CLIENT: PROJECT: CLIENT ADDRESS: PROJECT LOCATION: JSD PROJECT NO: SHEET NUMBER: SHEET TITLE: PLAN MODIFICATIONS: # Description:Date: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MILWAUKEE REGIONAL OFFICE W238 N1610 BUSSE ROAD, SUITE 100 WAUKESHA, WISCONSIN 53188 P. 262.513.0666 Designed By: Reviewed By: Approved By: CREATE THE VISION jsdinc.com WOODSONIA REAL ESTATE 20010 MANDERSON ST, STE 101 ELKHORN, NE, 68022 RIVERSIDE LANDING - PHASE 2A 9090 N GREEN BAY RD BROWN DEER, MILWAUKEE CTY WI, 53209 25-15809 C1.0 SITE PLAN LEGEND Toll Free (800) 242-8511 SITE INFORMATION 1. REFER TO THE EXISTING CONDITIONS SURVEY FOR EXISTING CONDITIONS NOTES AND LEGENDS. 2. ALL WORK IN THE RIGHT-OF-WAY AND/OR PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, JURISDICTIONAL SPECIFICATIONS, AND APPROVED BY THE JURISDICTION HAVING AUTHORITY. 3. EXISTING GRADE SPOT ELEVATIONS SHOWN FOR INFORMATIONAL PURPOSES. DURING CONSTRUCTION MATCH EXISTING GRADES AT CONSTRUCTION LIMITS. 4. NO SITE GRADING OUTSIDE OR DOWNSLOPE OF PROPOSED SILT FENCE LOCATION. NO LAND DISTURBANCE BEYOND PROPERTY LINES. 5. JSD SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER/CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY ANY OR ALL REGULATORY AGENCIES. 6. CONTRACTOR SHALL RESTORE ALL BUILDINGS, PAVEMENT, PIPES, SLOPES, AND STRUCTURES DAMAGED BY THE CONTRACTOR TO PRE-EXISTING OR BETTER CONDITIONS. 7. THE RIGHT-OF-WAY IS THE SOLE JURISDICTION OF THE JURISDICTIONAL AUTHORITY AND IS SUBJECT TO CHANGE AT ANY TIME. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY DURING THE CONSTRUCTION OF THESE IMPROVEMENTS. 9. ANY REFERENCES TO THE TERMS OR ENTITY ABBREVIATIONS IN THE FOLLOWING NOTES AND SPECIFICATIONS SHALL BE UNDERSTOOD AS FOLLOWS: 9.1. "JURISDICTION " - THE LOCAL GOVERNMENTAL AGENCY (I.E., CITY, VILLAGE, TOWN, COUNTY, STATE, OR UTILITY SERVICE PROVIDER) HAVING AUTHORITY. 9.2. "STATE HIGHWAY SPECIFICATIONS" - STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, CURRENT EDITION AND SUPPLEMENTS 9.3. "STANDARD SPECIFICATIONS" - STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN, CURRENT EDITION AND SUPPLEMENTS 9.4. WISCONSIN DEPARTMENT OF TRANSPORTATION - "WISDOT" 9.5. WISCONSIN DEPARTMENT OF NATURAL RESOURCES - "WDNR" 9.6. DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES - "DSPS" OR "SPS" GENERAL NOTES 1. GENERAL: 1.1. PAVING SHALL CONFORM TO STATE HIGHWAY SPECIFICATIONS, APPLICABLE JURISDICTIONAL SPECIFICATIONS, AND THE GEOTECHNICAL REPORT PREPARED BY TERRACON, TITLED "BROWN DEER MARKETPLACE REDEVELOPMENT", ISSUE DATE JANUARY 20TH, 2025. ALL REFERENCES TO THE "GEOTECHNICAL REPORT" SHALL BE UNDERSTOOD AS THE AFOREMENTIONED REPORT. 1.2. ALL PAVING DIMENSIONS ARE TO FACE OF CURB UNLESS SPECIFIED OTHERWISE. 1.3. ALL SPOT GRADES ARE TO EDGE OF PAVEMENT UNLESS SPECIFIED OTHERWISE. 1.4. SURFACE PREPARATION - NOTIFY ENGINEER/OWNER OF UNSATISFACTORY CONDITIONS. DO NOT BEGIN PAVING WORK UNTIL DEFICIENT SUBBASE AREAS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING. 1.5. ANY REQUIRED REPLACEMENT OF PUBLIC CURB AND GUTTER, PAVEMENT, OR SIDEWALK SHALL MATCH EXISTING AND MEET JURISDICTIONAL REQUIREMENTS. 2. CRUSHED AGGREGATE BASE COURSE SPECIFICATIONS: 2.1. THE TOP LAYER OF BASE COURSE SHALL CONFORM TO SECTIONS 301 AND 305 OF THE STATE HIGHWAY SPECIFICATIONS. 2.2. RECLAIMED OR RECYCLED ASPHALT MAY NOT BE USED AS CRUSHED AGGREGATE BASE COURSE UNLESS SPECIFICALLY APPROVED BY THE ENGINEER OF RECORD. USE OF ANY OTHER REPROCESSED OR BLENDED MATERIAL MUST FIRST BE APPROVED BY ENGINEER OF RECORD. 2.3. DO NOT PLACE BASE ON FROZEN FOUNDATIONS UNLESS THE ENGINEER APPROVES OTHERWISE. 2.4. DO NOT PLACE BASE ON FOUNDATIONS THAT ARE SOFT, SPONGY, OR COVERED BY ICE OR SNOW. 3. HOT MIXED ASPHALT (HMA) PAVING SPECIFICATIONS: 3.1. THE PLACING, CONSTRUCTION, AND COMPOSITION OF THE BASE COURSE AND HMA SURFACE COURSE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 450, 455, 460, AND 465 OF THE STATE HIGHWAY SPECIFICATIONS. 3.2. WEATHER LIMITATIONS: 3.2.1. DO NOT PLACE HMA WHEN BASE IS WET OR CONTAINS EXCESS MOISTURE. 3.2.2. DO NOT PLACE ASPHALTIC MIXTURE WHEN THE AIR TEMPERATURE IS APPROXIMATELY 3' ABOVE GRADE, IN SHADE, AND AWAY FROM ARTIFICIAL HEAT SOURCES IS LESS THAN 40°F UNLESS A VALID ENGINEER-ACCEPTED COLD WEATHER PAVING PLAN IS IN EFFECT. 3.2.3. PLACE ASPHALTIC MIXTURE ONLY ON A PREPARED, FIRM, AND COMPACTED BASE, FOUNDATION LAYER, OR EXISTING PAVEMENT SUBSTANTIALLY SURFACE-DRY AND FREE OF LOOSE AND FOREIGN MATERIAL. DO NOT PLACE OVER FROZEN SUBGRADE OR BASE, OR WHERE THE ROADBED IS UNSTABLE. 3.2.4. APPLY TACK COAT ONLY WHEN THE AIR TEMPERATURE IS 32°F OR MORE UNLESS THE ENGINEER APPROVES OTHERWISE IN WRITING. 3.2.5. ALL ASPHALT (BOTH UPPER AND LOWER LAYERS) SHALL BE DELIVERED TO THE PROJECT SITE AT A TEMPERATURE NOT LOWER THAN 250°F. 3.3. CONTRACTOR SHALL ESTABLISH AND MAINTAIN REQUIRED LINES AND ELEVATIONS FOR EACH COURSE DURING CONSTRUCTION. 3.4. BINDER COURSE AGGREGATE: 3.4.1. THE AGGREGATE FOR THE BINDER COURSE SHALL CONFORM TO SECTION 460 OF THE STATE HIGHWAY SPECIFICATIONS. 3.5. SURFACE COURSE AGGREGATE 3.5.1. THE AGGREGATE FOR THE SURFACE COURSE SHALL CONFORM TO SECTIONS 460 AND 465 OF THE STATE HIGHWAY SPECIFICATIONS. 3.6. ASPHALTIC MATERIALS 3.6.1. THE ASPHALTIC MATERIALS SHALL CONFORM TO SECTIONS 455, 460, AND 465 OF THE STATE HIGHWAY SPECIFICATIONS. 4. CONCRETE PAVING SPECIFICATIONS: 4.1. CONCRETE PAVING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 405, 415, AND 416 OF THE STATE HIGHWAY SPECIFICATIONS. 4.2. CURING COMPOUNDS SHALL CONFORM TO SECTION 415 OF THE STATE HIGHWAY SPECIFICATIONS. 4.3. CONTRACTOR SHALL PROVIDE A JOINTING PLAN TO ENGINEER IF NOT INCLUDED IN THE PLANS. CONTRACTOR SHALL PROVIDE CONTROL JOINTS AND CONSTRUCTION JOINTS OF ONE-QUARTER CONCRETE THICKNESS AT AN EQUAL RATIO OF LENGTH TO WIDTH WHEREVER POSSIBLE WITH A MAXIMUM LENGTH BETWEEN JOINTS OF 15' ON CENTER. 4.4. CONTRACTOR SHALL PROVIDE EXPANSION JOINTS IN SIDEWALKS AT A MAXIMUM 100' APART. 4.5. PLACE EXPANSION JOINTS IN CURB, GUTTER, OR CURB AND GUTTER CONSTRUCTED NEXT TO ASPHALTIC PAVEMENT OR SURFACING. LOCATE JOINTS EVERYWHERE THAT TANGENT AND RADIAL CURB OR CURB AND GUTTER MEET; ON EACH SIDE OF EVERY INLET 3' FROM THE INLET, BUT NO CLOSER THAN 6' FROM ANOTHER JOINT; AND ON TANGENT SECTIONS PLACE BETWEEN 6' AND 300'. 4.6. IF CONSTRUCTING CURB, GUTTER, OR CURB AND GUTTER NEXT TO, OR ON, CONCRETE PAVEMENT CONSTRUCTED WITH EXPANSION JOINTS, THEN PLACE EXPANSION JOINTS TO MATCH THE EXPANSION JOINT LOCATIONS IN THE PAVEMENTS. 4.7. FOR CURB AND GUTTER, FORM CONTRACTION JOINTS BY SAWING OR FORMING AN INDUCED PLANE OF WEAKNESS AT LEAST 2" DEEP IN THE CURB, GUTTER, OR CURB AND GUTTER DIRECTLY OPPOSITE CONSTRUCTION OR CONTRACTION JOINTS IN ADJOINING CONCRETE PAVEMENT AND AT THE REQUIRED SPACING IN CURB, GUTTER, OR CURB AND GUTTER ADJOINING ASPHALTIC PAVEMENT. SPACE JOINTS BETWEEN 6' AND APPROXIMATELY 20' APART, AS THE ENGINEER DIRECTS. 4.8. EXTERIOR CONCRETE SURFACES SHALL BE BROOM FINISHED. 4.9. CONTRACTOR SHALL INSTALL TRUNCATED DOME WARNING DETECTION FIELD SHALL BE PLACED AT ALL ADA RAMPS AS SPECIFIED ON PLANS AND IN ACCORDANCE WITH STATE AND FEDERAL REQUIREMENTS. 5. PAVEMENT MARKING SPECIFICATIONS: 5.1. ALL PARKING STALL LINES SHALL BE 4" WIDE, HIGH VISIBILITY YELLOW LATEX PAINT. 5.2. ALL PAVEMENT MARKINGS INCLUDING STOP BARS, CROSSWALKS, DIRECTIONAL ARROWS, PARKING STALL LINES, ADA STALL MARKINGS, NO PARKING ZONES, AND DROP-OFF/PICK-UP ZONES SHALL BE PAINTED WITH LATEX PAINT PER SPECIFICATIONS. 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