|
PROPOSED
<br />BUILDING
<br />FFE=875.76
<br />GFE=864.76
<br />(COORDINATE WITH
<br />ARCHITECTURAL)
<br />PROPOSED
<br />BUILDING
<br />FFE=872.76
<br />GFE=862.76
<br />(COORDINATE WITH
<br />ARCHITECTURAL)888888 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 888888
<br />8 8 8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />888 8
<br />NO
<br />PARKING
<br />NO
<br />PARKING
<br />NOPARKING888
<br />8
<br />8
<br />PID#: 28-32-25-23-0024
<br />ADDRESS: 7895 SUNWOOD DRIVE NW, RAMSEY, MN 55303
<br />OWNER NAME: RAMSEY PROPERTIES LLC
<br />USE: COMMERCIAL SUBDISTRICT
<br />ZONING: COR-2B8888 870
<br />869
<br />871
<br />870
<br />869
<br />871
<br />865
<br />870
<br />866
<br />867
<br />868
<br />869
<br />870
<br />871
<br />69.77
<br />70.13
<br />TW=71.76
<br />BW=75.26
<br />TS=71.67
<br />BS=69.58
<br />71.220.9%
<br />70.56 EOF
<br />69.53
<br />69.35
<br />69.17
<br />71.13
<br />70.4970.95
<br />71.13
<br />70.77 70.96
<br />70.7470.11
<br />70.29 70.73
<br />69.93
<br />70.92 70.98
<br />71.38
<br />71.18
<br />71.79
<br />71.42
<br />71.68
<br />71.30
<br />71.45
<br />71.22
<br />70.89
<br />71.07
<br />70.81
<br />70.79
<br />70.7471.16
<br />70.79
<br />70.7270.64
<br />70.71
<br />69.64 EOF
<br />69.43
<br />69.19 EOF
<br />69.07 68.93
<br />68.89
<br />69.3970.53
<br />71.81
<br />72.08
<br />71.38
<br />70.91
<br />70.43
<br />70.61
<br />70.23
<br />70.61
<br />70.82
<br />70.65 70.38
<br />70.50
<br />70.56
<br />70.35
<br />70.91
<br />70.79
<br />70.85
<br />70.74
<br />70.77
<br />70.9270.46
<br />70.61
<br />1.0%1.6%
<br />1.0%1.0%
<br />1.0%
<br />0.7%
<br />1.0%
<br />70.4170.3770.9870.74
<br />70.61
<br />70.7170.35 70.53
<br />70.98
<br />70.62
<br />70.89
<br />70.71
<br />70.98
<br />70.47
<br />70.47
<br />70.70
<br />70.86
<br />70.67
<br />71.05 70.85
<br />70.7370.93
<br />71.88 71.68
<br />71.9772.17
<br />72.44 72.24
<br />72.29
<br />72.48
<br />72.28
<br />72.29
<br />72.15
<br />72.2172.02
<br />72.5472.2672.26
<br />71.27
<br />71.66
<br />71.53
<br />72.45
<br />72.54
<br />70.73
<br />71.52
<br />71.71 71.76
<br />71.57
<br />70.60
<br />72.24
<br />72.05
<br />71.89
<br />71.70
<br />71.30
<br />0.9%
<br />0.9%
<br />0.9%
<br />1.0%
<br />0.9%
<br />1.0%1.1%1.1%1.0%1.1%0.9%
<br />1.0%1.0%1.0%1.1%1.1%1.1%0.8%1.0%1.1%TS=75.11
<br />TS=72.58
<br />BS=71.03
<br />BS=71.96
<br />71.58
<br />73.58
<br />72.84
<br />72.33
<br />72.84
<br />TW=73.81
<br />TW=69.36
<br />TW=69.90
<br />TW=71.16
<br />TW=71.02
<br />TW=72.16
<br />TW=71.74
<br />BW=67.96
<br />BW=65.60
<br />BW=65.86
<br />BW=65.40
<br />BW=65.05
<br />BW=70.32
<br />BW=70.91 70.62
<br />70.42
<br />70.52
<br />64.55
<br />64.26
<br />64.67
<br />64.76
<br />64.55
<br />64.76
<br />64.26
<br />64.55
<br />70.32
<br />1.0%1.0%
<br />1.0%
<br />1.0%1.5%1.5%1.5%1.1%
<br />1.1%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%2.0%2.1%1.0%1.1%
<br />1.1%
<br />1.0%
<br />1.2%
<br />72.2072.31
<br />72.38
<br />72.68
<br />72.47
<br />72.27
<br />72.40
<br />72.22
<br />TW=75.51
<br />TW=75.21
<br />TW=75.48
<br />TW=75.54 BW=75.51
<br />BW=71.36
<br />BW=71.36
<br />BW=71.55
<br />1.1%3.2%
<br />1.1%3.6%1.3%1.0%2.0%1.0%3.5%2.0%0.3%0.9%1.0%1.0%1.0%2.2%1.0%
<br />1.0%1.0%1.0%1.0%2.0%4.0%1.0%2.1%0.7%1.5%1.5%1.1%
<br />1.1%
<br />1.1%1.5%1.0%3.5%1.7%
<br />1.0%
<br />2.3%
<br />2.9%
<br />0.5%
<br />3.8%
<br />3.6%1.0%1.5%1.0%1.5%1.0%4.2%6.3%1.0%
<br />1.0%1.0%1.0%0.9%
<br />0.9%0.9%0.9%1.0%0.9%1.0%
<br />1.0%1.1%1.0%
<br />1.0%1.0%1.0
<br />%0.6%1.4
<br />%0.2%1.4
<br />%
<br />1.0
<br />%0.8%1.0%2.1%4.0%8.4%8.4%2.1%
<br />1.9
<br />%
<br />TW=72.61
<br />TW=72.61
<br />TW=72.61
<br />TW=72.71
<br />TW=75.19
<br />TW=75.10
<br />BW=71.85
<br />BW=70.53
<br />BW=72.36
<br />BW=72.61
<br />BW=75.28
<br />BW=75.11
<br />72.64± EX.72.62± EX.
<br />71.92± EX.
<br />71.88± EX.
<br />71.33± EX.
<br />70.44± EX.
<br />70.25± EX.
<br />67.47 ±EX.
<br />67.87± EX.68.03± EX.67.30± EX.
<br />70.08± EX.
<br />70.11± EX.
<br />70.04± EX.
<br />69.84± EX.
<br />70.49 ±EX.
<br />70.55 ±EX.
<br />69.72± EX.69.61± EX.
<br />75.6075.39
<br />75.39
<br />75.19
<br />74.35
<br />73.52
<br />73.5873.36
<br />72.76
<br />72.54 72.41
<br />72.36
<br />72.59
<br />72.76
<br />72.26
<br />72.26
<br />72.76
<br />72.76
<br />72.76 1.0%1.8%1.0%3.8%3.7%2.1%0.7%4.2%4.0%0.5%1.4%1.1%0.0%2.6%2.6%TW=72.68
<br />TW=70.51
<br />TW=71.90
<br />TW=74.29
<br />TW=74.23
<br />TW=74.29
<br />75.69
<br />75.76
<br />72.76
<br />72.76
<br />73.06 71.06
<br />72.35
<br />70.80
<br />71.76
<br />71.86
<br />72.96
<br />72.96
<br />73.392.8%15.0%15.0%15.0%15.1%3.3%0.8%17.3%32.3%10.5
<br />%22.5%70.55 70.87
<br />71.05
<br />BW=72.68
<br />BW=70.51
<br />BW=74.29
<br />BW=72.42
<br />BW=74.29
<br />BW=71.90
<br />BW=75.26
<br />BW=69.61
<br />TW=71.76
<br />TW=69.27
<br />TW=69.53 BW=69.19
<br />69.62± EX.69.28± EX.
<br />69.12± EX.
<br />68.69± EX.69.36± EX.
<br />70.36± EX.
<br />70.64± EX.
<br />68.42± EX.
<br />68.56± EX.
<br />68.61± EX.
<br />68.09± EX.
<br />67.83± EX.
<br />67.51± EX.
<br />68.02± EX.
<br />70.36± EX.
<br />72.36± EX.72.46 ±EX.
<br />71.86± EX.
<br />70.57 ±EX.
<br />70.36 ±EX.
<br />70.06± EX.
<br />70.14± EX.
<br />70.13± EX.
<br />72.56
<br />73.09
<br />69.37± EX.
<br />68.81± EX.
<br />68.7569.29
<br />75.7675.76
<br />75.76
<br />1.8%
<br />1.0%
<br />1.6
<br />%
<br />1.5%
<br />1.5%
<br />1.5%4.5%1
<br />.
<br />4%0.7%4.8%4.8%1.8%
<br />1.4%
<br />1.5%1.5%0.5%1.0%0.9%71.47
<br />1.0%1.0%2.1%1.0%
<br />5.1%1.5%0.7%6.1%1.5%4.2%3.1%1.5%1.5%72.771.5%72.59
<br />1.5%1.8%1.5%71.37± EX.
<br />1.2%
<br />1.2%
<br />3.6%0.7%
<br />1.0%1.0%70.80
<br />1.5%1.8%
<br />1.0%
<br />71.29
<br />0.8%1.0%70.54± EX.1.5%72.1772.24
<br />72.301.0%72.49
<br />72.49
<br />1.8%1.2%71.821.0%3.2%3
<br />.
<br />2%
<br />3.2%
<br />1.4%
<br />1
<br />.
<br />4%1.0%70.52± EX.
<br />71.70 2.0%2.9%
<br />8.
<br />9
<br />%
<br />73.33
<br />71.38
<br />72.69
<br />72.71
<br />72.41
<br />72.31
<br />75.76
<br />73.8075.51 75.13
<br />71.8470.99 71.40
<br />71.67
<br />71.72 71.80
<br />71.75
<br />2.7%
<br />72.12
<br />72.07
<br />0.5%71.76
<br />72.3672.31
<br />1.3%
<br />TW=71.77
<br />BW=71.74
<br />4.8%4.8%1.5%75.6475.6475.64
<br />75.67
<br />75.6775.67
<br />75.67
<br />0.9%
<br />71.3472.36
<br />72.31
<br />72.86
<br />72.81
<br />71.54± EX.72.06± EX.
<br />72.76
<br />72.77
<br />72.16
<br />72.67
<br />72.76
<br />72.76
<br />72.67
<br />72.56
<br />70.723.9%4.2%4.1%4.5%72.06
<br />72.11
<br />3.7%
<br />71.59± EX.
<br />71.62± EX.
<br />72.67
<br />72.66
<br />1.5%1.5%1.5%1.5%
<br />1.5%NOPARKINGNO
<br />PARKING
<br />TW=75.56
<br />BW=75.55
<br />TW=71.61
<br />BW=71.61
<br />TW=75.59
<br />BW=72.91
<br />TW=75.55
<br />BW=72.31
<br />TS=75.55
<br />BS=71.61
<br />72.04
<br />70.57 70.43
<br />70.74
<br />70.60
<br />70.49
<br />1.0%1.0
<br />%
<br />72.18
<br />65.41
<br />65.40
<br />65.18
<br />64.93
<br />2.6%
<br />5.0
<br />%
<br />71.76
<br />70.86
<br />3.5%70.72
<br />1.0%2.0%5.9%2.0
<br />%
<br />ST 8ST10ST13
<br />ST 1
<br />ST 11
<br />ST 9
<br />ST 7
<br />ST 5
<br />ST 12ST2
<br />ST 3
<br />ST 4
<br />
<br />ST 6
<br />CADD files prepared by the Consultant for this project are
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.Plotted: 09 /11 / 2025 1:28 PMW:\2025\250244\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING PLANCADD QUALIFICATION
<br />QUALITY CONTROL
<br />PROFESSIONAL SIGNATURE
<br />SUBMITTAL/REVISIONS
<br />12755 Highway 55, Suite R100
<br />Plymouth, MN 55441
<br />763.424.5505
<br />www.loucksinc.com
<br />OUCKSL
<br />CIVIL ENGINEERING
<br />LANDSCAPE ARCHITECTURE
<br />LAND SURVEYING
<br />7979
<br />SUNWOOD DR.
<br />MIXED-USE
<br />7979 SUNWOOD DRIVE
<br />RAMSEY, MN
<br />OWNER NAME
<br />OWNER ADDRESS
<br />CADD files prepared by the Consultant for this project are
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.
<br />CADD QUALIFICATION
<br />QUALITY CONTROL
<br />PROFESSIONAL SIGNATURE
<br />SUBMITTAL/REVISIONS
<br />SHEET INDEX
<br />C1-1 EX. COND. & SITE DEMO PLAN
<br />C1-2 CONST. STAGING PLAN
<br />C2-1 SITE PLAN
<br />C2-2 ACCESSIBLE ROUTE PLAN
<br />C2-3 TURNING MOVEMENTS
<br />C3-1 GRADING PLAN
<br />C3-2 SWPPP
<br />C3-3 SWPPP NOTES
<br />C4-1 UTILITY PLAN
<br />C8-1 - C8-3 CIVIL DETAILS
<br />L2-1 LANDSCAPE PLAN
<br />L5-1 LANDSCAPE DETAILS
<br />08/07/2025 SCHEMATIC PAGE FLIP
<br />Review Date
<br />SHEET INDEX
<br />License No.
<br />Date
<br />I hereby certify that this plan, specification or report was
<br />prepared by me or under my direct supervision and that
<br />I am a duly Licensed Professional Engineer under the
<br />laws of the State of Minnesota.
<br />Project Lead
<br />Drawn By
<br />Checked By
<br />Loucks Project No.
<br />Samuel R. Trebesch - PE
<br />56088
<br />250244.00
<br />SRT
<br />LAH
<br />SRT
<br />09/10/2025
<br />PRELI
<br />MI
<br />N
<br />A
<br />R
<br />Y
<br />08/18/2025 LAND USE APPLICATION
<br />08/22/2025 SCHEMATIC DESIGN
<br />09/11/2025 CITY RESUBMITTAL
<br />N GRADING
<br />PLAN
<br />C3-1
<br />PARKING STALL COUNT
<br />ACCESSIBLE PARKING STALL
<br />2
<br />LEGEND
<br />CATCH BASIN
<br />STORM SEWER
<br />SANITARY SEWER
<br />WATERMAIN
<br />STORM MANHOLE
<br />SANITARY MANHOLE
<br />HYDRANT
<br />GATE VALVE
<br />SPOT ELEVATION
<br />SIGN
<br />LIGHT POLE
<br />POWER POLE
<br />WATER MANHOLE / WELL
<br />CONTOUR
<br />CONCRETE CURB
<br />UNDERGROUND ELECTRIC
<br />CONCRETE
<br />TELEPHONE PEDESTAL
<br />UNDERGROUND TELEPHONE
<br />UNDERGROUND GAS
<br />OVERHEAD UTILITY
<br />CHAIN LINK FENCE
<br />BUILDING
<br />RETAINING WALL
<br />NO PARKING
<br />UNDERGROUND FIBER OPTIC
<br />SANITARY SEWER SERVICE
<br />WATER SERVICE
<br />ELECTRIC METER
<br />GAS METER
<br />TREE LINE
<br />EXISTING PROPOSED
<br />972
<br />DRAINTILE
<br />FORCEMAIN 373PARKING SETBACK LINE
<br />BUILD-TO-LINE
<br />2
<br />FENCE
<br />FLARED END SECTION
<br />POST INDICATOR VALVE
<br />BENCHMARK
<br />SOIL BORING
<br />3DIRECTION OF FLOW 1.0%
<br />972.5
<br />TOLL FREE: 1-800-252-1166
<br />TWIN CITY AREA: 651-454-0002
<br />Gopher State One Call
<br />CALL BEFORE YOU DIG!
<br />WARNING:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
<br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
<br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
<br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
<br />LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
<br />CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
<br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />NOTE:
<br />EXISTING CONDITIONS INFORMATION
<br />SHOWN IS FROM AN ALTA/NSPS LAND
<br />TITLE SURVEY PREPARED BY LOUCKS,
<br />DATED 09/10/2025.
<br />1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
<br />OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
<br />2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND
<br />A RUNNING SLOPE NOT EXCEEDING 5%.
<br />3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN
<br />ANY DIRECTION FOR AN AREA 60" IN DIAMETER.
<br />4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A
<br />RUNNING SLOPE NOT EXCEEDING 5%.
<br />5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS
<br />IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT
<br />SUMPED ELEVATIONS.
<br />6.REFER TO GEOTECHNICAL EVALUATION REPORT (REPORT B2505962), DATED SEPTEMBER 11, 2025 AS
<br />PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND
<br />CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:
<br />A.REUSE OF ON-SITE SOILS
<br />B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.
<br />C.SITE GRADING AND SUBGRADE PREPARATION.
<br />D.PAVEMENTS AND EXTERIOR SLABS.
<br />E.TRENCH EXCAVATION AND BACKFILL.
<br />F.EXTERIOR UTILITY SUPPORTS.
<br />G.FROST PROTECTION.
<br />7.EXISTING SOILS ARE ASSUMED TO BE COARSE-GRAINED SOILS (SP, SM) PER THE UNIFIED SOIL
<br />CLASSIFICATION. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS DIFFER FROM
<br />ASSUMED SOIL CONDITIONS.
<br />8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND
<br />SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL
<br />VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR
<br />FINAL SITE STABILIZATION.
<br />9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF
<br />WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE
<br />GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).
<br />10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE
<br />ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT.
<br />11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND
<br />BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE
<br />MUST BE ESTABLISHED.
<br />12.DUST MUST BE ADEQUATELY CONTROLLED.
<br />13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
<br />14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION.
<br />15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
<br />16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS.
<br />17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND
<br />APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES
<br />PERMIT.
<br />18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING
<br />ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY
<br />BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS
<br />THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED.
<br />19.PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS)
<br />REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE
<br />OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY
<br />CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND
<br />USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT
<br />CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE
<br />CLEANOUT, ETC.
<br />20.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER
<br />APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS.
<br />21.ASIDE FROM BUILDING ENTRANCES AND THE AREAS IMMEDIATELY ADJACENT TO THEM, THE
<br />CONTRACTOR SHALL EXPOSE FOUNDATION TO AT LEAST 6" BELOW FINISHED FLOOR ELEVATION(S)
<br />TO ACCOMMODATE BUILDING MATERIALS, UNLESS OTHERWISE NOTED. COORDINATE WITH
<br />ARCHITECTURAL AND STRUCTURAL.
<br />GRADING, DRAINAGE & EROSION CONTROL NOTES
<br />SCALE IN FEET
<br />0 20 40
<br />SOIL BORING GROUNDWATER ELEVATION
<br />GROUNDWATER ELEVATION TABLE
<br />ST-1 855
<br />ST-2
<br />ST-3
<br />ST-4
<br />ST-5
<br />ST-6
<br />ST-7
<br />ST-8
<br />ST-9
<br />ST-10
<br />ST-11
<br />ST-12
<br />ST-13
<br />856
<br />858
<br />NOT OBSERVED
<br />NOT OBSERVED
<br />NOT OBSERVED
<br />NOT OBSERVED
<br />NOT OBSERVED
<br />NOT OBSERVED
<br />NOT OBSERVED
<br />858
<br />858
<br />858
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