Roadway Easement Agreement per Doc. No. 1667518 Parcel B Doc. No. 2080229 Parcel F
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(S 88°48'36" W CSM)
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(S 89°17'05" E Deed)
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(S 88°48'36" W Deed)
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(S 88°48'36" W CSM)
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(S 00°42'55" W Deed)
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(S 00°29'32" W CSM)
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(N 00°29'32" E CSM)
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7.0
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507.00 ---
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444.57 ---
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NW Corner, Lot 2, CSM 7827
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NE Corner, Lot 2, CSM 7827
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North Line, Lot 2, CSM 7827
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West Line, Lot 2, CSM 7827
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Driveway
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(S 88°48'36" W CSM)
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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1-COS-ENG
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Lot 2 and Part of Lot 1, CERTIFIED SURVEY MAP 7827
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TOPOGRAPHIC SURVEY
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0
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20
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Denotes tree, coniferous
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Denotes flared end section
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Denotes tree, deciduous
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Denotes gas meter
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Denotes electric outlet
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Denotes light pole
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Denotes hydrant
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Denotes cable television box
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Denotes sanitary sewer
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Denotes storm sewer
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Denotes easement
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Denotes existing adjoiners
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Denotes waterline
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Denotes landscaping
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Denotes underground electric
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Denotes underground fiber optics
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Denotes found metal disk
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Denotes set chiseled "X"
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Denotes electric meter
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Denotes underground gas line
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Denotes concrete surface
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Denotes found iron monument
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Denotes electrical cabinet
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Denotes watervalve
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Denotes manhole
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Denotes catch basin
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Denotes building setback line
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%%ULEGEND:
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TV
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E
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M
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G
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E
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O
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Denotes sign
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E
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Denotes septic cleanout
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Denotes mailbox
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CO
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M
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B
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Denotes bollard
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Denotes waters edge
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Denotes shrub/bush
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Denotes found rebar
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Reference Benchmarks: Top nut hydrant at southeast quad of Market Street and State Highway 19. Elevation = 1148.44 feet (NAVD 88)
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Section 23, Township 7, Range 8, City of Madison, Wisconsin
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Address: 7050, 7058, 7066 & 7068 Mineral Point Road Madison, WI
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Denotes bituminous surface with wear course
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Denotes bituminous surface without wear course
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SURVEY NOTES 1) Gross land area, ± 58,829 sq. ft (±1.35 acres) ± 58,829 sq. ft (±1.35 acres) 2) Designated parking stalls. (See drawing) (See drawing) 43 - Stalls 3 - Handicapped 46 - Total parking stalls
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FILE NO.:
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DESIGN BY:
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DATE:
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BRD
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BRD
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19-0120.01
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5/17/19
PR
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SCALE: 1" = 20'
C200
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66 M
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3717
DEMOLITION GENERAL NOTES
LEGEND:
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RETAINING WALL
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24"x42" RCP
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CB FL=1045.2 SUMP IE=1042.0 W. IE=1042.1
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CB FL=1044.2 S. IE=1040.6 W. IE=1040.6 E. IE=1040.6
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12" CPP
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12" CPP
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12" CPP
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CB MH RIM=1046.6 NE. IE=1039.5 S. IE=1039.5 N. IE=1039.8 W. IE=SUMP=1039.1
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12" CPP
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18" CPP
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15" CPP
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MH'S FOR UNDERGROUND CMP DETENTION SYSTEM
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CB FL=1046.7 SUMP IE=1040.0
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CB FL=1046.8 SUMP IE=1041.3
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CB FL=1045.2 SUMP IE=1041.0 SW IE=1041.3
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15" CPP
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15" CPP
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CB FL=1046.1 S. IE=1042.5 N. IE=1042.4 SUMP IE=1042.4
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12" CPP
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24" RCP
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18"X30" RCP
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18"X30" RCP
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RIM=1046.0 IE=1035.6±
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RIM1046.0 IE=1033.6±
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RIM=1045.1 IE=1034.2±
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CB MH RIM=1048.4 SUMP=1043.1
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CB RIM=1047.5 SUMP=1043.1
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CB FL=1046.6 W. IE=1044.5 SUMP IE=1043.6
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CB FL=1046.6 SUMP IE=1044.0
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CB FL=1046.6 W. IE=1044.0 SUMP IE=1043.5
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CB FL=1046.6 SUMP IE=1043.6
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CB MH RIM=1047.2 SUMP IE=1043.6
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12" RCP
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12" PVC
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12" PVC
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18" RCP
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8" RCP
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SAN MH RIM=1047.6 S. IE=1044.3 N. IE=1044.2 E. IE=1044.4
REMOVE AND DISPOSE OF TRASH ENCLOSURE APPROX. 410 SQ. FT.
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REMOVE APPROX. 630 SQ. FT. of CONCRETE SIDEWALK
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SAW-CUT APPROX. 100 LF AND REMOVE 1,400 SQ. FT. OF BITUMINOUS PAVEMENT
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SAW-CUT APPROX. 95 LF AND REMOVE 1,270 SQ. FT. OF BITUMINOUS PAVEMENT
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REMOVE APPROX. 42 LF OF CONC. CURB AND GUTTER
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REMOVE APPROX 50 LF of CONC. CURB AND GUTTER
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REMOVE CONCRETE SIDEWALK AT NEAREST JOINT AS NEEDED
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PROPERTY LINE
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PROTECT TREE
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CONTRACTOR SHALL MAINTAIN BRICK PILLARS AND BRACER/SHORE IF NECESSARY.
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0
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20'
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2-DEMO
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL REPORT INCONSISTENCIES TO THE OWNER/ENGINEER PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE WITH THE CITY OF MADISON ON ALL CONTRACTOR SHALL COORDINATE WITH THE CITY OF MADISON ON ALL UTILITY CONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. 3. CONTRACTOR SHALL NOTIFY THE CITY OF MADISON AND ADJACENT LAND CONTRACTOR SHALL NOTIFY THE CITY OF MADISON AND ADJACENT LAND OWNERS PRIOR TO MODIFYING UTILITY SERVICES. EVERY EFFORT SHALL BE MADE TO AVOID UTILITY INTERRUPTIONS FOR ADJACENT LAND OWNERS. 4. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. THE MEASURES SHALL BE INSPECTED AND MAINTAINED AFTER EACH RAINFALL EVENT AND SHALL BE INSPECTED AT LEAST ONCE PER WEEK. ADJACENT STREETS SHALL BE KEPT FREE OF SOILS AND DEBRIS AS NECESSARY. 5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. 6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY FEATURES TO REMAIN. 7. TREES AND OTHER NOTABLE VEGETATION WERE IDENTIFIED AND LOCATED TREES AND OTHER NOTABLE VEGETATION WERE IDENTIFIED AND LOCATED DURING THE COURSE OF THE SURVEY. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES NOT DESIGNATED TO BE SAVED AND PROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS AND TOPSOIL SHALL BE REMOVED FROM THE SITE.
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REMOVE CONCRETE SIDEWALK AND PADS
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MILL/REMOVE BITUMINOUS SURFACE TO TOP OF EXISTING GRAVEL BASE.
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REMOVE CONCRETE AND CURB & GUTTER
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SAW-CUT
PR
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ORDER
PICK UP
AHEAD
ONE WAY
DO NOT
ENTER
21
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SCALE: 1" = 20'
C300
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E"70
66 M
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, WI 5
3717
LEGEND:
SITE NOTES
GENERAL NOTES:
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RETAINING WALL
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EXISITING BUILDING 10,178 S.F. FFE=1047.9
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EXISITING BUILDING FFE=1050.0
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TRASH ENCLOSURE
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TRASH ENCLOSURE
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BRICK OVERHANG
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Easement per CSM No. 7827
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Easement per Doc. No. 1738373
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10 foot Easement per Doc. No. 2866599
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CL 10 foot Easement per Doc. No. 5456847
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CL 10 foot Easement per Doc. No. 2866600
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CL 10 foot Easement per Doc. No. 5456847
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60 foot Easement per Doc. No. 1360183 (reduce to 45ft after July 1, 1974)
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Easement per Doc. No. 1667518 Parcel A Doc. No. 2080229 Parcel E
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Roadway Easement Agreement per Doc. No. 1667518 Parcel B Doc. No. 2080229 Parcel F
Roadway Easement Agreement per Doc. No. 1667518 Parcel B Doc. No. 2080229 Parcel F
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Driveway
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MATCH INTO EXISTING CONC. CURB AND GUTTER 18" (TYPE D) AT NEAREST JOINT
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INSTALL 3 BOLLARDS (SEE DETAIL)
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MARK 2 SPACES FOR CHIPOTLANE PULL-OFF PARKING. (36" TALL WHITE NUMBERING 12" FROM SPACE BOTTOM)
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MARK 1 SPACE FOR CHIPOTLE TAKE-OUT PARKING
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INSTALL DUMPSTER ENCLOSURE PAD. MATCH EXISTING. (INSTALLATION BY LANDLORD)
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CHIPOTLE DIGITAL MARKETING BOARD (INSTALLATION BY TENANT)
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HEIGHT BAR (INSTALLATION BY TENANT)
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PAINT MARKINGS FOR DRIVE THRU LANE
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PAINT ARROW MARKINGS
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PAINT ARROW MARKINGS
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PLACE BITUMINOUS PAVEMENT SECTION
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PLACE CONCRETE BIKE PAD. INSTALL 3 WAVE RACKS PER DETAIL (6 SPACES)
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INSTALL PATIO FENCE. SEE ARCH. PLANS FOR DETAILS.
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INSTALL RAMPS FOR CROSSING (SEE GRADING PLAN)
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PROPOSED DRIVE THRU WINDOW LOCATION (REFER TO ARCH. PLANS)
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INSTALL 2 SIGNS FOR CHIPOTLANE (INSTALLATION BY TENANT)
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INSTALL CURB AND GUTTER 18" (TYPE D) ADJACENT TO BUILDING
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MATCH BITUMINOUS INTO EXIST. CONCRETE ENTRANCE
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REPAINT PARKING STRIPES AS NEEDED
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INSTALL CONC. CURB AND GUTTER 18" (TYPE G)
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INSTALL CONC. CURB AND GUTTER 18" (TYPE D)
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CONTRACTOR SHALL MAINTAIN BRICK PILLARS AND BRACER/SHORE IF NECESSARY.
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INSTALL 6" THICK STAMPED CONCRETE REINFORCED WITH WELDED WIRE MESH. (PATTERN TO BE DETERMINED) EXTEND CONCRETE 12' BEYOND PICK-UP WINDOW.
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EXISTING POLE AND CONCRETE FOUNDATION FOR NEW MULTI-TENANT MONUMENT SIGN (BY LANDLORD)
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INSTALL 1 SIGN FOR TAKE-OUT (INSTALLATION BY TENANT)
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INSTALL CONC. CURB AND GUTTER 18" (TYPE G)
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INSTALL CONC. CURB AND GUTTER 18" (TYPE D)
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INSTALL 6" THICK STAMPED CONCRETE REINFORCED WITH WELDED WIRE MESH. (PATTERN TO BE DETERMINED
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PAINT ARROW MARKINGS
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0
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20'
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3-SITE
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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PROPOSED BITUMINOUS PAVEMENT
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE G INFLOW)
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PROPOSED STANDARD DUTY CONCRETE PAVEMENT
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PROPOSED PAVEMENT MARKING
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1. DIMENSIONS ARE TO BACK OF CURB OR OUTER EDGE OF DIMENSIONS ARE TO BACK OF CURB OR OUTER EDGE OF IMPROVEMENT DEPICTED, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. RADII ARE 5' RADIUS UNLESS OTHERWISE NOTED ON PLANS. RADII ARE 5' RADIUS UNLESS OTHERWISE NOTED ON PLANS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY OF MADISON. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO THE START OF CONSTRUCTION. 7. NO ADDITIONAL FREE-STANDING LIGHTING IS PROPOSED. (REFER TO NO ADDITIONAL FREE-STANDING LIGHTING IS PROPOSED. (REFER TO ARCH. PLANS FOR DETAILS) BUILDING LIGHTING INSTALLED ON THE EXTERIOR BUILDING WALLS. 8. BUILDING ENVELOPE IS SHOWN FOR REFERENCE ONLY AND IS BUILDING ENVELOPE IS SHOWN FOR REFERENCE ONLY AND IS APPROXIMATE. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR COORDINATION OF SITE CONSTRUCTION WORK. 9. PAINT STRIPPING TO BE 4" WIDTH AND WHITE IN COLOR UNLESS PAINT STRIPPING TO BE 4" WIDTH AND WHITE IN COLOR UNLESS OTHERWISE NOTED.
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1. SITE ADDRESS: 7066 MINERAL POINT ROAD, SITE ADDRESS: 7066 MINERAL POINT ROAD, 7066 MINERAL POINT ROAD, MADISON, WI 53717 (SLIGO DRIVE PER CO GIS TAX INFO) 2. LOT SIZE = 58,829 SQ. FT. LOT SIZE = 58,829 SQ. FT. 58,829 SQ. FT. ±1.35 ACRES ±3. ZONING DESIGNATION = SUBURBAN EMPLOYMENT DISTRICT ZONING DESIGNATION = SUBURBAN EMPLOYMENT DISTRICT SUBURBAN EMPLOYMENT DISTRICT 4. SETBACKS: SETBACKS: SUBURBAN EMPLOYMENT DISTRICT FRONT = 30' 30' SIDE = 15' = 15' 15' REAR = 30' 30' 5. EXISTING SOUTH PARKING EXISTING SOUTH PARKING ACCESSIBLE= 3 SPACES 3 SPACES TOTAL= 46 SPACES 46 SPACES SPACES 6. OFF-STREET PARKING REQUIREMENT OFF-STREET PARKING REQUIREMENT CAPACITY IN PERSONS (OCCUPANT LOAD) = 80 AUTOMOBILE MINIMUM PARKING SPACES = 0.15 X 80 = 12 PARKING SPACES AUTOMOBILE MAXIMUM PARKING SPACES = 0.40 X 80 = 32 PARKING SPACES BICYCLE MINIMUM PARKING SPACES = 0.05 X 80 = 4 PARKING SPACES 7. PROPOSED SOUTH PARKING PROPOSED SOUTH PARKING ACCESSIBLE= 3 SPACES 3 SPACES PULL OFF/TAKE OUT= 3 SPACES 3 SPACES TOTAL= 44 SPACES 44 SPACES 8. EXISTING TOTAL IMPERVIOUS SURFACE: 33,330 SQ. FT. (56.7%) EXISTING TOTAL IMPERVIOUS SURFACE: 33,330 SQ. FT. (56.7%) 33,330 SQ. FT. ± (56.7%)PROPOSED TOTAL IMPERVIOUS SURFACE: 35,570 SQ. FT. (60.5%) 35,570 SQ. FT. ± (60.5%)NEW IMPERVIOUS SURFACE: 2,240 SQ. FT. (3.8%)2,240 SQ. FT. ± (3.8%)
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE D OUTFLOW)
PROPOSED PATIO FENCE (SEE ARCH. PLANS FOR DETAILS)
PR
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RIV
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MOBILE
ORDER
PICK UP
AHEAD
ONE WAY
DO NOT
ENTER
21
NEW
CHI
POTL
E RE
STAU
RAN
TAR
EA=3
,000
SQ
.FT.
±
TQ D
IAM
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NO
ODL
ES &
CO
MPA
NY
MO
BIL
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OR
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UTILITY GENERAL NOTES
SCALE: 1" = 20'
LEGEND:
C400
UTI
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PLA
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66 M
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ADM
ADIS
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, WI 5
3717
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RETAINING WALL
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24"x42" RCP
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CB FL=1045.2 SUMP IE=1042.0 W. IE=1042.1
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CB FL=1044.2 S. IE=1040.6 W. IE=1040.6 E. IE=1040.6
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12" CPP
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12" CPP
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12" CPP
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CB MH RIM=1046.6 NE. IE=1039.5 S. IE=1039.5 N. IE=1039.8 W. IE=SUMP=1039.1
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12" CPP
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18" CPP
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15" CPP
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MH'S FOR UNDERGROUND CMP DETENTION SYSTEM
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CB FL=1046.7 SUMP IE=1040.0
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CB FL=1046.8 SUMP IE=1041.3
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CB FL=1045.2 SUMP IE=1041.0 SW IE=1041.3
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15" CPP
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15" CPP
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CB FL=1046.1 S. IE=1042.5 N. IE=1042.4 SUMP IE=1042.4
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12" CPP
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24" RCP
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18"X30" RCP
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18"X30" RCP
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RIM=1046.0 IE=1035.6±
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RIM1046.0 IE=1033.6±
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RIM=1045.1 IE=1034.2±
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CB MH RIM=1048.4 SUMP=1043.1
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CB RIM=1047.5 SUMP=1043.1
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CB FL=1046.6 W. IE=1044.5 SUMP IE=1043.6
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CB FL=1046.6 SUMP IE=1044.0
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CB FL=1046.6 W. IE=1044.0 SUMP IE=1043.5
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CB FL=1046.6 SUMP IE=1043.6
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CB MH RIM=1047.2 SUMP IE=1043.6
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12" RCP
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12" PVC
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12" PVC
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18" RCP
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4" PVC
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8" RCP
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SAN MH RIM=1047.6 S. IE=1044.3 N. IE=1044.2 E. IE=1044.4
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SAN MH RIM=1045.5 E. IE=1037.6 W. IE=1037.5
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Easement per CSM No. 7827
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Project BM: TNH Elev.=1051.95 (Local Datum)
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BRICK PILLAR
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"NOODLES & COMPANY" SIGN
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"TQ DIAMONDS" SIGN
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CB FL=1046.5 SUMP IE=1044.2
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CB FL=1046.6 SUMP IE=1044.1
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PEDESTRIAN RAMP
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Approx location of sanitary (4'-5' deep)
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Driveway
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INSTALL CREST PRECAST, INC. TANK MODEL 1600-GL (SEE DETAIL) RIM=1047.70 E PIPE INV.=1044.58 W PIPE INV.=1044.75 INTERCEPTOR INV.=1040.87
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INSTALL TEMP. PLUG ON PVC PIPE INV=1045.00 (34.8" BELOW FF)
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INSTALL 13 LF OF INSULATED 4" PVC SDR 35 @ 1.0% W/ INSULATION PER DETAIL
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INSTALL STORM CB FL/RIM=1046.95 INV.=1044.32
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PLACE 13 LF OF 12" RCP @ 1.0%
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CORE DRILL INTO EXIST. STORM MANHOLE. CONNECT WITH RUBBER GASKET. INV.=1044.2±
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INSTALL 25 LF OF INSULATED 4" PVC SDR 35 @ 1.0% W/ INSULATION PER DETAIL
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INSTALL TEMP. PLUG ON PVC PIPE INV=1044.46 (41.3" BELOW FF)
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INSTALL TEMP. PLUG ON PVC PIPE. INVERT TO BE DETERMINED OFF OF FIELD VERIFIED LATERAL
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INSTALL 4" X 4" WYE. FIELD VERIFY EXISTING LATERAL PRIOR TO START OF CONSTRUCTION.
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PLACE 37 LF OF 4" PVC SDR 35 @ 1.0% MIN.
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1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. 4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 5. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 6. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF EXISTING UTILITIES ARE ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 7. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE PVC SDR 35. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE PVC SDR 35. 8. ALL WATER PIPE AND FITTINGS WILL BE DIP CLASS 52.ALL WATER PIPE AND FITTINGS WILL BE DIP CLASS 52.
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0
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20'
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PROPOSED SANITARY SEWER
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PROPOSED SANITARY MANHOLE
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4-UTIL
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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PROPOSED CATCH BASIN
PR
IV
AT
E D
RIV
E
MOBILE
ORDER
PICK UP
AHEAD
ONE WAY
DO NOT
ENTER
21
NEW
CHI
POTL
E RE
STAU
RAN
TAR
EA=3
,000
SQ
.FT.
±
TQ D
IAM
ON
DS
NO
ODL
ES &
CO
MPA
NY
MO
BIL
E
OR
DE
R
PIC
K U
P
AH
EA
D SCALE: 1" = 20'
C500
GRAD
ING
& E
ROSI
ON
CO
NTR
OL
PLAN
GRADING GENERAL NOTES
LEGEND:
STO
RE N
O.:
3459
"WES
T TO
WN
E"70
66 M
INER
AL P
OIN
T RO
ADM
ADIS
ON
, WI 5
3717
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RETAINING WALL
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24"x42" RCP
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CB FL=1045.2 SUMP IE=1042.0 W. IE=1042.1
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CB FL=1044.2 S. IE=1040.6 W. IE=1040.6 E. IE=1040.6
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12" CPP
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12" CPP
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12" CPP
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CB MH RIM=1046.6 NE. IE=1039.5 S. IE=1039.5 N. IE=1039.8 W. IE=SUMP=1039.1
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12" CPP
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18" CPP
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15" CPP
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MH'S FOR UNDERGROUND CMP DETENTION SYSTEM
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CB FL=1046.7 SUMP IE=1040.0
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CB FL=1046.8 SUMP IE=1041.3
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CB FL=1045.2 SUMP IE=1041.0 SW IE=1041.3
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15" CPP
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15" CPP
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CB FL=1046.1 S. IE=1042.5 N. IE=1042.4 SUMP IE=1042.4
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12" CPP
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24" RCP
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18"X30" RCP
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18"X30" RCP
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RIM=1046.0 IE=1035.6±
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RIM1046.0 IE=1033.6±
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RIM=1045.1 IE=1034.2±
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CB MH RIM=1048.4 SUMP=1043.1
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CB RIM=1047.5 SUMP=1043.1
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CB FL=1046.6 W. IE=1044.5 SUMP IE=1043.6
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CB FL=1046.6 SUMP IE=1044.0
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CB FL=1046.6 W. IE=1044.0 SUMP IE=1043.5
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CB FL=1046.6 SUMP IE=1043.6
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CB MH RIM=1047.2 SUMP IE=1043.6
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12" RCP
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12" PVC
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12" PVC
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18" RCP
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4" PVC
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8" RCP
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SAN MH RIM=1047.6 S. IE=1044.3 N. IE=1044.2 E. IE=1044.4
MATCH EXISTING BITUMINOUS GRADE FOR HANDICAP SPACES
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0
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20'
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5-GRADING
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1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL FURNISHED AND INSTALLED BY CONTRACTOR. ALL GRADED SLOPES GREATER THEN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR. 6. PROPOSED SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS NOTED OTHERWISE. PROPOSED SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN.
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1047
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PROPOSED CONTOUR
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DENOTES GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE
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DENOTES FIBER-LOG ROLLS
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NEW TOP-BACK OF CURB ELEVATION
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NEW SIDEWALK ELEVATION
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1048.00 TC
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NEW FLOW LINE OF CURB ELEVATION
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1047.50 FL
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1047.80 SW
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NEW TOP OF PAVEMENT ELEVATION
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1046.25 TP
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EXISTING ELEVATION
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1047.17 Ex
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PROPOSED SLOPE / FLOW DIRECTION
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1045
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1044
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DENOTES EXISTING MAJOR CONTOUR
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DENOTES EXISTING MINOR CONTOUR
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PROPOSED GRADE BREAK
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TEMPORARY SEDIMENT FILTER - HIGH FLOW
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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EXISTING FINISH FLOOR ELEVATION
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FFE
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE G INFLOW)
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE D OUTFLOW)
PLACE 4" TOPSOIL (RE-SPREAD NATIVE TOPSOIL) SEED, FERTILIZE, AND STABILIZE.
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PROPOSED DECIDUOUS TREE
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
C700
CON
STRU
CTIO
N D
ETAI
LS
STO
RE N
O.:
3459
"WES
T TO
WN
E"70
66 M
INER
AL P
OIN
T RO
ADM
ADIS
ON
, WI 5
3717
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DETAILS
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
C800
CON
STRU
CTIO
N D
ETAI
LS
STO
RE N
O.:
3459
"WES
T TO
WN
E"70
66 M
INER
AL P
OIN
T RO
ADM
ADIS
ON
, WI 5
3717
TEMPORARY SILT FENCECONCRETE SIDEWALK
TYPICAL BOLLARD DETAIL
BIKE WAVE RACK DETAIL
CONCRETE PAVEMENT SECTION
BITUMINOUS PAVEMENT SECTION
TEMPORARY SEDIMENT FILTER
SEDIMENT FILTER LOG INSTALLATION
SHALLOW SANITARY LINE INSULATIONPEDESTRIAN RAMP
ACCESSIBLE PARKING SPACE AND HANDICAP RAMP
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DETAILS
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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1.75" ASPHALTIC PAVEMENT TYPE 4 LT 58-28 S
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1.75" ASPHALTIC PAVEMENT TYPE 4 LT 58-28 S
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TACK COAT
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8" CRUSHED AGGREGATE BASE COURSE
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COMPACTED SUBGRADE
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NOT TO SCALE
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STAKES @ 4' O.C.
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2"x2"x4' WOOD
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EMBANKMENT
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PROPOSED
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6" OF FABRIC
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BURY BOTTOM
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BACKFILL
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EXISTING GROUND
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PROPEX-"SILT STOP" FABRIC
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10' MINIMUM
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NOT TO SCALE
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4" CLASS 5 AGGREGATE BASE
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4" THK. FIBER REINFORCED
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COMPACTED SUBGRADE
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CONCRETE
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NOT TO SCALE
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FINISH TOP W/ ROUNDED CONC. FORM
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8" DIA. SCHED. 40 STEEL POST FILLED W/ CONC. PAINTED TO MATCH STOREFRONT
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TO PREVENT CRACKING IN SLAB WRAP PIPE W/3-LAYERS OF 30# FELT PAPER FROM 2" ABOVE T.O. SLAB DOWN TO T.O.FTG. CUT OFF EXCESS FELT ABOVE SLAB AFTER CURE
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FINISHED CONC. TO SLOPE AWAY FROM BOLLARD.
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EXISTING CONCRETE SLAB
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18" Ø CONCRETE FTG.
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NOT TO SCALE
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FINISHED CONCRETE
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NOTE: FRAMEWORK SHALL BE FABRICATED FROM 2-3/8" O.D. 12 GAUGE PRE-GALVANIZED STEEL PIPE OR EQUAL.
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NOT TO SCALE
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8" CLASS 5 AGGREGATE BASE
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6" CONCRETE
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COMPACTED SUBGRADE
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4" X 4" WELDED WIRE MESH
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NOT TO SCALE
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FLEXSTORM FX:STANDARD WOVEN BAG (22" DEPTH) OR EQUAL. INSTALL PER MANUFACTURER SPECIFICATIONS.
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NOT TO SCALE
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RUNOFF
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SEDIMENT-LADEN
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10" DIA. SEDIMENT LOG
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STAKED AND ENTRENCHED
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COMPACTED SOIL
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TO PREVENT PIPING
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FILTERED RUNOFF
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THE GROUND AND SHALL BE STAKED BY STEEL
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1. THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO
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FENCE POSTS OR 2"X 2" WOOD STAKES.
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2. SOIL SHALL BE COMPACTED ON THE UPSLOPE
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SIDE OF LOGS.
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EROSION CONTROL
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BLANKET
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NOT TO SCALE
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OPENING WIDTHS AND ELEVATIONS AS SHOWN ON THE PLANS
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CONCRETE SIDEWALK
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TOP OF CURB
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FLOW LINE
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FLAT SHEET STYROFOAM INSULATION
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TYPE SM OR APPROVED EQUAL
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4"
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48"
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24"
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4"
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24"
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4"
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6" MIN.
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NOT TO SCALE
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NOT TO SCALE
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NOTE: 1. L= DIMENSIONS AS SHOWN ON PLANS CENTER OF STRIPE TO CENTER OF STRIPE 2. STRIPE WIDTH SHALL BE 4" WIDE. 3. STRIPING ADJACENT TO ACCESSIBLE PARKING SPACES SHALL BE WHITE.
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ACCESSIBLE PARKING SPACES SHALL BE
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IDENTIFIED BY A SIGN SHOWING THE
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INTERNATIONAL SYMBOL OF ACCESSIBILITY
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COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
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NOT BE OBSCURED BY A VEHICLE PARKED
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IN THE SPACE. SEE DETAIL
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96" min.
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96" min.
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96" min.
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FOR VAN ACCESS
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1:12
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SLOPE UP
AutoCAD SHX Text
1:12
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SLOPE UP
AutoCAD SHX Text
6' -0"
AutoCAD SHX Text
6' -0"
AutoCAD SHX Text
SIGN POST WITH ACCESSIBILITY SYMBOL (TYP)
AutoCAD SHX Text
FACE OF WALK OR CURB
AutoCAD SHX Text
4" PAINTED STRIPING 1'-6" O.C. AT 45°(BLUE REFLECTIVE)
AutoCAD SHX Text
INTERNATIONAL SYMBOL OF ACCESSIBILITY: BLUE
AutoCAD SHX Text
5' -0"
AutoCAD SHX Text
RED TRUNCATED DOMES PER ADA SPECIFICATIONS
AutoCAD SHX Text
NOT TO SCALE
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'BLUE' MARKING ADJACENT TO ACCESSIBLE PARKING
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'WHITE' MARKING
AutoCAD SHX Text
NO PARKING
21
MO
BIL
E
OR
DE
R
PIC
K U
P
AH
EA
D
MOBILE
ORDER
PICK UP
AHEAD
ON
E W
AY
DO
NO
T
EN
TE
R
T
T
2' -
6"
3' -
0"
3' -
8"
2' -
0"
FINISH TOP W/ ROUNDED CONC.
FORM.
4" DIA. SCHED. 40 STEEL POST FILLED W/
CONC. PAINTED TO MATCH STOREFRONT
TO PREVENT CRACKING IN SLAB WRAP
PIPE W/3-LAYERS OF 30# FELT PAPER
FROM 2" ABOVE T.O. SLAB DOWN TO
T.O. FTG.. CUT OFF EXCESS FELT
ABOVE SLAB AFTER CURE
FINISHED CONC. TO SLOPE
AWAY FROM BOLLARD.
EXISTING CONCRETE
SLAB
12" Ø CONCRETE
FTG.
PROVIDE POST CAP
1' - 0"
PARKING SIGN PROVIDED BY
CHIPOTLE
1 1/4" SCH 40 STEEL PIPE @ 11'-2"
LONG
NOODLES &
COMPANY
(N.I.C.)
TQ DIAMONDS
(N.I.C.)
MIN
ER
AL P
OIN
T R
OA
D
1
2
4
3
5 76
8
9
10
3,000 SF
14
13
12
A1
30
2
5
1522" DIAMETER WITH
(4) #6 VERTICAL AND
#3 TIES @12" O.C.
PROVIDE (3) #3 TIES
IN TOP 5"
4' -
0"
1' - 10"
ANCHOR BOLTS PART OF
LIGHT POLE SHIPMENT
1' - 10"
ELECTRICAL
COUNDUIT, REFER TO
ELECTRICAL DRAWINGS
100' - 0"
PATIO SLAB
POLE LIGHT FOUNDATION TO
BE FLUSH WITH PATIO SLAB
Seal: FIRM REGISTRATION
5772-005
DATE
SIGNATURE
EXPIRES 07-31-20
17 MAY, 2019
STO
RE
NO
.:
CHIPOTLE MEXICAN GRILL, INC.
PO BOX 182566
COLUMBUS, OH 43218-2566
TELEPHONE: (614) 318-2482
INTERNET: WWW.CHIPOTLE.COM
COPYRIGHT 2019
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND AS SUCH REMAINS THE PROPERTY OF
CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR
USE OF THIS DOCUMENT IS LIMITED AND CAN BE
EXTENDED ONLY BY WRITTEN AGREEMENT WITH
CHIPOTLE MEXICAN GRILL, INC..
Project No.
Contents:
Drawn:
Issue Record:
Consultant:
Checked:
#Revisions:
"WE
ST T
OW
NE
"
70
66
MIN
ER
AL
PO
INT
RO
AD
MA
DIS
ON
, WI 5
37
17
JAA
2018-1187
ARCHITECTURAL
SITE PLAN
SP100
34
59
D. AVERSA
05/17/19 PLAN COMMISSION REVIEW
ALL SITE WORK INCLUDING PAVING, CURBING, PARKING, PARKING LOT LIGHTING, SIDEWALKS, LANDSCAPING, AND DUMPSTER
ENCLOSURE ARE EXISTING UNLESS NOTED OTHERWISE.
GENERAL NOTESSITE PLAN KEYNOTES
CHIPOTLE TENANT SPACE - 3,000 SF
ONE (1) SPACE RESERVED FOR CHIPOTLE-ONLY; "BURRITO LOADING ZONE"
TWO (2) SPACES MARKED FOR CHIPOTLE-ONLY PARKING WITH 36" TALL WHITE NUMBER
PARALLEL TO STRIPING CENTERED IN SPACE, 12" FROM BOTTOM OF SPACE - G.C. TO
MOUNT SIGNS PROVIDED BY CHIPOTLE' S SIGNAGE MANUFACTURER
EXISTING MONUMENT SIGN, NEW TWO SIDED SIGN PANEL BY CHIPOTLE
BOLLARD FOR CHIPOTLANE AND PICK-UP PARKING SIGNS - REFER TO 2/SP100
1
2
3
4
5
N.T.S.SP100
TYP. BOLLARD DETAIL2
NORTH
1" = 20'-0"SP100
SITE PLAN1
SHARED TRASH ENCLOSURE, BY LANDLORD6
STORAGE, N.I.C.7
EXISTING CONCRETE PAD - TO BE REMOVED8
NEW BICYCLE RACK - BY CHIPOTLE9
NEW POLE AND CONCRETE FOUNDATION FOR MULTI-TENANT MONUMENT SIGN,
BY LANDLORD
10
NOT USED11
CHIPOTLE TO PROVIDE THREE (3) SEPERATE 2" CONDUIT STUB-UPS, TWO (2) OF WHICH
SHALL TERMINATE ABOVE THE PICK-UP WINDOW ON THE INTERIOR 13
CHIPOTLANE HEIGHT BAR AND ASSOCIATED FOOTING SUPPLIED AND INSTALLED BY
CHIPOTLE'S SIGNAGE MANUFACTURER12
CHIPOTLANE DIGITAL MARKETING BOARD AND ASSOCIATED CONCRETE BASE BY CHIPOTLE'S
SIGNAGE MANUFACTURER; SEPERATE 1" & 2" CONDUIT STUB-UPS BY CHIPOTLE14
15PATIO POLE LIGHT PROVIDED BY CHIPOTLE'S LIGHTING VENDOR, INSTALLED BY G.C. - REFER
TO 3/SP100 FOR CONCRETE FOUNDATION DETAIL - 1" CONDUIT STUP-UP BY CHIPOTLE
1" = 1'-0"SP100
EXTERIOR POLE LIGHT FOUNDATION DETAIL3
DINING101
ORDERING102UTENSIL
103
CHIPOTLANE104
POS105
SERVING106
COOKING107
COOLER108
KITCHEN110
2
1
4C
5A
2F
3E
3E
1E
1E
3C
3C
4L
4M3C
3C
1F
1E
3C
4L
3C
2H
3E
14A
10
3C 3C
1F
3C 3C
3C3C
1F
3C 3C
3C 3C
1F
3C 3C
14A
6A
42BELOW
2A
16
1124.3
24.5
24
26BELOW
16
10 25
18
19
14
11
12
1315
13.1
7.4
32C
32.2
7
40B
23A
8B
35.4
17
17
17
17
17
17
17
17
55
49
10.2
10.1
10.2
10.1
56
5B
43
31
3
1E
N.I.C.
3C
3C
3C
3C
3C
3C
3C
1H
24.3
24.5
32
2H
4A
20
11 WOMEN'S112
MEN'S113
BELOW
39B
41.3
40A
2A41.4
10.1
10
11
31.6
31.7
61
62B
7A
6
5' -
9 1/
8"
33
34
EQ. EQ.
10.1
11
10
24.3
10
10.1
22.222.1 23
22
24.5
30
29.2
29.4
30.112
38
37
37.1
7
8.28.1
ABOVE
1.1
21' -
1 1
/2"
3' -
8 3/
4"5'
- 7
1/8"
3' -
9 1/
8"3'
- 8
3/4"
TYP.
3E TYP.
5' - 1 1/2" 6' - 10 1/2"
1' - 0"
6' -
10"
6' -
10"
14' -
3 1
/4"
3E 3E
3E3E
2' -
10"
EQ. EQ.
OFFICE109
HALL111
UNFINISHED115
PASSAGE114
30 30
3"
2' -
0"
6' -
4"14
' - 0
"
1' -
9 7/
8"
1
2
5
3
4
9
3' -
9 5/
8"
7
8
10
VESTIBULE100
2245
11
57
29B
17A
9
12
2SP100
15
15
1212
12 12
13B
12
12
14A
13B
13A
12
12
12
12 12
12
13
13B
12 12
12 12
REFER TO 1/A130 FOR
ORIENTATION OF LEG
RELATIVE TO TABLE
2' -
0"
3' - 6"
EQ.
EQ.
10" 2' - 8"
TABLE TOP - REFER
TO MILLWORK
SHOP DRAWINGS
TABLE LEG & BASE
ASSEMBLY
TABLE TOP - REFER
TO MILLWORK
SHOP DRAWINGS
DASHED LINES INDICATE
INSTALLATION
LOCATION FOR TABLE
LEG & BASE
ENLARGED PLAN
ENLARGED ELEVATION
2' -
6"
27"
MIN
. CLE
AR
2' - 6"1'
- 7"
4' -
0"
2' - 6"
SNEEZE GUARD AS
PROVIDED W/ SERVING
LINE EQUIPMENT
ASSEMBLY &
INSTALLED BY G.C.
SERVING LINE
EQUIPMENT ASSEMBLY,
REFER TO A130
FINISH PANEL PROVIDED
BY MILLWORK SUPPLIER
& INSTALLED BY G.C.
SNEEZE TRAJECTORY
BULLNOSE, COVELESS,
QUARRY TILE BASE CUT
TO HEIGHT OF CURB
PROVIDE CONTINUOUS BEAD
SEALANT, REFER TO SPECS
FINISH FLOOR
CONCRETE CURB
LOCATION OF 5'-0" HIGH
POINT AT CUSTOMER
SIDE OF SNEEZE GUARD
1' -
4 7/
8"2'
- 11
1/2
"
4' -
4 3/
8"
1
2
3
WATER FILTER ABOVE, REFER TO PLUMBING DRAWINGS
4
TELEPHONE BOARD ABOVE, REFER TO ELECTRICAL DRAWINGS
5
6
7
8
HOOD ABOVE
CO2 REMOTE FILLER VERIFY LOCATION WITH CHIPOTLE CONSTRUCTION MANAGER