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<br />PROJECT
<br />LOCATION
<br />LAIDLAW PROPERTY DEMOLITION
<br />BAKER PARK RESERVE
<br />1195 STARKEY RD., ORONO.. MN, 55356
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<br />ARE PRESENT
<br />IN THE DRAWINGS. THE FOLLOWING ABBREVIATION
<br />LIST MAY NOT
<br />BE COMPREHENSIVE OF ALL ABBREVIATIONS USED.
<br />THE CONTRACTOR IS RESPONSIBLE TO READ AND UNDERSTAND
<br />ALL ABBREVIATIONS
<br />AND TERMINOLOGY IN THE DRAWINGS
<br />AND CONTACT THE OWNER'S REPRESENTATIVE AS NEEDED FOR
<br />ADDITIONAL CLARIFICATION.
<br />AIA
<br />AMERICAN INSTITUTE OF ARCHITECTS
<br />ARCH
<br />ARCHITECT
<br />ASCE
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />BLDG
<br />BUILDING
<br />BO
<br />BOTTOM OF
<br />BP
<br />BID PACKAGE
<br />CD
<br />CONSTRUCTION DOCUMENTS
<br />CIP
<br />1
<br />CONC
<br />CONCRETE
<br />CONT
<br />CONTINUOUS
<br />CMP
<br />CORRUGATED METAL PIPE
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<br />CONCRETE MASONRY UNIT
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<br />EXPANSION JOINT
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<br />HIGH DENSITY POLYETHYLENE
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<br />NOTES
<br />1. MN/DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2005 EDITION, SHALL GOVERN, EXCEPT AS
<br />MODIFIED BY THE CONTRACT DOCUMENTS.
<br />2. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MMUTCD, INCLUDING THE FIELD MANUAL FOR
<br />TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, 2007 EDITION.
<br />3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE AND ADEQUATE SIGNAGE AND AND
<br />SECURING OF THE SITE THROUGHOUT THE DURATION OF CONSTRUCTION, WHEN REQUIRED OR
<br />NECESSARY.
<br />4. THE CONTRACTOR SHALL SECURE ALL APPLICABLE AND REQUIRED PERMITS PRIOR TO CONSTRUCTION. A
<br />DEMOLITION PERMIT FROM THE CITY OF ORONO WILL BE REQUIRED FOR THIS PROJECT. COSTS
<br />ASSOICATED WITH ALL PERMITS SECURED WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT SUM AND
<br />SHALL BE PAID FOR BY THE CONTRACTOR. SEE SPECIFICATION SECTION 00820 - SPECIAL CONDITIONS.
<br />5. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AND DEBRIS IN ACCORDANCE WITH THE
<br />CONTRACT AND APPLICABLE LAWS AND ORDINANCES. NEARBY ROADWAYS AND ACCESS POINT TO
<br />THE SITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND SOIL, INCLUDING VEHICULAR TIRE TRACKING.
<br />6. THE EXACT LOCATION AND DEPTH OF UNDERGROUND UTILITIES, SUCH AS GAS, TELEPHONE, FIBER OPTIC,
<br />ELECTRIC, CABLE TV, PIPE LINES, ETC., ARE UNKNOWN. IN ACCORDANCE WITH MINNESOTA STATE
<br />STATUTE 216D AND RULES CHAPTER 7560, THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE AT
<br />LEAST 48 HRS PRIOR TO COMMENCING EXCAVATION. GOPHER STATE ONE CAN BE CONTACTED AT (651)
<br />454.0002 OR 1.800.252.1166. PRIVATE UNDERGROUND UTILITY LOCATES FOR THIS PROPERTY WILL BE
<br />REQUIRED FOR THIS PROJECT. ALL COSTS ASSOCIATED WITH THE PRIVATE UTILITY LOCATES SHALL BE
<br />CONSIDERED INCIDENTAL TO THE CONTRACT SUM AND SHALL BE PAID FOR BY THE CONTRACTOR. SEE
<br />SPECIFICATION SECTIONS 00820 - SPECIAL CONDITIONS AND 014500 - SUBSURFACE UTILITY LOCATE
<br />REQUIREMENTS.
<br />7. ALL UTILITY INFORMATION PROVIDED BY THE OWNER SHALL ONLY BE INTERPRETED AS A GRAPHIC
<br />RESPRESENTATION OF THE UTILITIES BELIEVED TO EXIST, AS A CONVENIENCE TO THE CONTRACTOR. ALL
<br />UTILITIY GRAPHIC REPRESENTATIONS SHOULD NOT BE CONSTRUED AS FACT. IF THERE IS A CONFLICT
<br />BETWEEN THE OPERATOR PROVIDED INFORMATION AND THE INFORMATION PROVIDED BY THE OWNER,
<br />THE OPERATOR PROVIDED INFORMATION SHALL GOVERN AND TAKE PRIORITY.
<br />8. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL AND PROTECTION OF ALL STORMWATER INLETS
<br />SEE SPECIFICATION SECTION 02230 - SITE CLEARING.
<br />9. THE CONTRACTOR SHALL VERIFY WITH OWNER AND PROTECT ALL TREES TO REMAIN ON SITE. SEE
<br />SPECIFICATION SECTION 02230 - SITE CLEARING.
<br />10. THE CONTRACTOR SHALL REMOVE, SALVAGE, TEMPORARILY STOCKPILE, AND REUSE ALL TOPSOIL AND
<br />FILL MATERIAL GENERATED ON SITE. THE CONTRACTOR SHALL VERIFY AND CONFIRM ANY SOIL AND THEIR
<br />AMOUNTS TO BE REMOVED AND/OR ADD TO THE CONSTRUCTION SITE. SEE SPECIFICATION SECTION
<br />02300 - EARTHWORK.
<br />11. ALL DISTURBED AREAS SHALL BE TILLED TO A DEPTH OF 6' MINIMUM. SPREAD ALL SALVAGED TOPSOIL
<br />AND FILL MATERIAL. GRADE AND SMOOTH ACCORDINGLY - AS PER PLAN - IN PREPARATION FOR
<br />SEEDING AND MULCHING OF AREA.
<br />DRAWING INDEX
<br />LANDSCAPE
<br />L100 COVER SHEET
<br />L101 EXISTING CONDITIONS/ DEMOLITION PLAN
<br />L102 GRADING/ SITE PLAN
<br />P ROJ ECT TEAM
<br />OWNER:
<br />THREE RIVERS PARK DISTRICT
<br />3000 XENIUM LANE NORTH
<br />PLYMOUTH, MN 55441
<br />CONTACT: JAMEL S. ANDERSON, PROJECT MANAGER
<br />MICHAEL D. HORN, PROJECT LANDSCAPE ARCHITECT
<br />PHONE: 763-694-2063
<br />FAX: 763-557-5248
<br />EMAIL: jamela@threeriversparkdistdct.org
<br />STATUS LEGEND
<br />EXISTING, TYP.
<br />PROPOSED, TYP.
<br />THE DRAWINGS ARE THE GRAPHIC AND PICTORIAL PORTIONS OF
<br />THE CONTRACT DOCUMENTS SHOWING THE DESIGN, LOCATION,
<br />AND DIMENSIONS OF THE WORK. DISCREPENCIES IN LINE AND
<br />SYMBOL COLOR, WEIGHT, OR CLARITY MAY EXIST. THE
<br />CONTRACTOR SHALL REVIEW THE DRAWINGS FOR CONSISTENCY
<br />WITH FIELD CONDITIONS PRIOR TO BID PLACEMENT, AND NOTIFY
<br />THE OWNER OF ANY DISCREPENCIES THAT MAY AFFECT THE
<br />EXTENT OF WORK.
<br />ANNOTATION SYMBOLS LEGEND
<br />AI SECTION CUT
<br />A000
<br />Al DETAIL CUT
<br />A000
<br />Al EXTERIOR ELEVATION
<br />A000
<br />C5 CONSTRUCTION KEY NOTE
<br />D3 DEMOLITION KEY NOTE
<br />BLDG CORNER WORK OR CONTROL POINT
<br />ELEV. 940.02
<br />SITE SURVEY POINT
<br />TRAVERSE POINT
<br />#D �D SOIL BORING, TEST PIT
<br />A2 REVISION TAG WITH CLOUD
<br />MATERIALS LEGEND
<br />BITUMINOUS
<br />PERMEABLE BITUMINOUS SURFACE
<br />CONCRETE
<br />PERMEABLE CONCRETE SURFACE
<br />MODULAR BLOCK (MANUFACTURED)
<br />PERMEABLE PAVER -TYPE SURFACE
<br />EARTH OR EXISTING IN-SITU SOILS
<br />SAND OR GRANULAR MATERIAL
<br />GRAVEL OR CRUSHED MATERIALCOBBLE OR RIPRAP OR BOULDERS
<br />GROUT
<br />METAL
<br />PLYWOOD
<br />STONE (QUARRIED AND CUT)
<br />WOOD
<br />CLEAR AND GRUB ALL VEGETATION
<br />REME/A CLEAR AND GRUB. BRUSH
<br />PLACE EROSION CONTROL BLANKET
<br />+ + + PLACE SEED
<br />+ + + +
<br />W �Y
<br />PLACE SOD
<br />PLAN SYMBOLS LEGEND
<br />PARK BOUNDARY
<br />COUNTY BOUNDARY
<br />CITY/MUNICIPAL BOUNDARY
<br />PRIVATE BOUNDARY
<br />RIGHT-OF-WAY LINE
<br />CONSTRUCTION/GRADING EASEMENT
<br />RESOURCE PROTECTION EASEMENT
<br />TRANSPORTATION EASEMENT
<br />UTILITY EASEMENT
<br />PROPERTY SETBACK LINE
<br />RAILROAD TRACKS
<br />TRANSPORTATION CENTERLINE
<br />UNKNOWN LINEAR FEATURE (SEE LABEL)
<br />GATE, UNSPECIFIED
<br />AUTOMATIC VEHICLE ACCESS
<br />MANUAL VEHICLE ACCESS
<br />BICYCLE ACCESS
<br />DOG OFF -LEASH ACCESS
<br />FENCE, UNSPECIFIED
<br />FENCE, SPECIFIED TYPE
<br />BW = BARBED WIRE
<br />CL = CHAIN LINK
<br />PS = POST AND SPINDLE
<br />SR = SPLIT RAIL
<br />WW = WOVEN WIRE
<br />POLE, W/ GUY ANCHOR
<br />POST OR BOLLARD
<br />GUARDRAIL
<br />HANDRAIL
<br />SIGN W/ SINGLE, DOUBLE POST ID ID
<br />ID = SIGN CODE � 0 u
<br />TOPOGRAPHIC CONTOUR (MAJOR)
<br />TOPOGRAPHIC CONTOUR (MINOR)
<br />DITCH OR SWALE BOTTOM (FLOW LINE)
<br />DRAINAGE ARROW (FLOW DIRECTION)
<br />EDGE OF NORMAL WATER LEVEL
<br />FLOODPLAIN LINE
<br />WETLAND EDGE, UNSPECIFIED
<br />WETLAND EDGE, DELINEATED
<br />CONIFEROUS TREELINE
<br />DECIDUOUS TREELINE
<br />TREE, CONIFEROUS AND DECIDUOUS
<br />SHRUB OR BRUSH
<br />PLANT IDENTIFICATION LABEL
<br />PROTECT (TREE)
<br />REMOVE (TREE)
<br />CLEAR BRUSH (W/1N TREELINE)
<br />SILT FENCE, STANDARD
<br />SILT FENCE, HEAVY DUTY
<br />FLOATING SILT CURTAIN
<br />BIOROLL
<br />ROOT BARRIER
<br />ROCK CONSTRUCTION ENTRANCE
<br />INLET PROTECTION I P
<br />PLAN SYMBOL NOTES
<br />1. SEE MATERIALS LEGEND FOR TYPICAL EROSION CONTROL
<br />BLANKET, SEEDING, AND SODDING SYMBOL HATCH PATTERNS.
<br />ABBREVIATIONS
<br />ABBREVIATIONS COMMON TO THE CONSTRUCTION INDUSTRY
<br />ARE PRESENT
<br />IN THE DRAWINGS. THE FOLLOWING ABBREVIATION
<br />LIST MAY NOT
<br />BE COMPREHENSIVE OF ALL ABBREVIATIONS USED.
<br />THE CONTRACTOR IS RESPONSIBLE TO READ AND UNDERSTAND
<br />ALL ABBREVIATIONS
<br />AND TERMINOLOGY IN THE DRAWINGS
<br />AND CONTACT THE OWNER'S REPRESENTATIVE AS NEEDED FOR
<br />ADDITIONAL CLARIFICATION.
<br />AIA
<br />AMERICAN INSTITUTE OF ARCHITECTS
<br />ARCH
<br />ARCHITECT
<br />ASCE
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />BLDG
<br />BUILDING
<br />BO
<br />BOTTOM OF
<br />BP
<br />BID PACKAGE
<br />CD
<br />CONSTRUCTION DOCUMENTS
<br />CIP
<br />CAST IN PLACE OR CAST IRON PIPE
<br />CONC
<br />CONCRETE
<br />CONT
<br />CONTINUOUS
<br />CMP
<br />CORRUGATED METAL PIPE
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />CT
<br />CONTRACTION JOINT
<br />DETL
<br />DETAIL
<br />DIA
<br />DIAMETER
<br />DIM
<br />DIMENSION
<br />DIP
<br />DUCTILE IRON PIPE
<br />DN
<br />DOWN
<br />EA
<br />EACH
<br />EJ
<br />EXPANSION JOINT
<br />EL, ELEV
<br />ELEVATION
<br />ENG
<br />ENGINEER
<br />EX, EXIST
<br />EXISTING
<br />EXT
<br />EXTERIOR
<br />EW
<br />EACH WAY
<br />FES
<br />FLARED END SECTION
<br />FO
<br />FACE OF
<br />FFG
<br />FOOTING
<br />FV
<br />FIELD VERIFY
<br />GALV
<br />GALVANIZED
<br />HDPE
<br />HIGH DENSITY POLYETHYLENE
<br />HT
<br />HEIGHT
<br />ID
<br />INSIDE DIAMETER
<br />INSP
<br />INSPECTION OR INSPECTOR
<br />INT
<br />INTERIOR
<br />INV
<br />INVERT
<br />UTILITY SYMBOLS LEGEND
<br />ELECTRIC, UNSPECIFIED (ALL TYPES)
<br />UNDERGROUND CABLE
<br />OVERHEAD CABLE
<br />MANHOLE, METER, PEDESTAL
<br />LIGHT, MARKER POST
<br />FUEL, UNSPECIFIED (ALL TYPES)
<br />GASOLINE/REFINED PETROLEUM
<br />GEOTHERMAL
<br />HVAC/CONDENSATE
<br />NATURAL GAS
<br />OIL/UNREFINED PETROLEUM
<br />STEAM
<br />MANHOLE, METER, PEDESTAL
<br />UNDERGROUND TANK, MARKER POST
<br />VALVE (ANY), VENT
<br />TELECOM, UNSPECIFIED (ALL TYPES)
<br />UNDERGROUND CABLE
<br />OVERHEAD CABLE
<br />UNDERGROUND FIBER OPTIC
<br />OVERHEAD FIBER OPTIC
<br />MANHOLE, METER
<br />PEDESTAL, MARKER POST
<br />WATER, UNSPECIFIED (ALL TYPES) I
<br />MANHOLE, METER, PEDESTAL
<br />W
<br />MARKER POST, CLEANOUT �D
<br />VALVE (ANY), CHECK, CONTROL
<br />HYDRANT, WELL L,
<br />IRRIGATION, UNSPECIFIED (ALL TYPES)
<br />MANHOLE, METER, PEDESTAL
<br />MARKER POST, CLEANOUT
<br />VALVE (ANY), CISTERN
<br />SPRINKLER HEAD, WELL
<br />SANITARY SEWER, UNSPECIFIED
<br />GRAVITY PIPING
<br />FORCEMAIN PIPING
<br />MANHOLE, MARKER, CLEANOUT
<br />LIFT STATION, SEPTIC TANK, VENT LS L
<br />VALVE (ANY), CHECK, CONTROL
<br />STORM SEWER, UNSPECIFIED
<br />DRAIN TILE
<br />MANHOLE, MARKER, CLEANOUT
<br />CATCH BASIN (SQUARE, ROUND) CB CB
<br />APRON, W/ GRATE, VALVE (ANY)
<br />ENERGY DISSIPATOR, CHECK DAM
<br />UTILITY NOTES
<br />1. THE SUBSURFACE UTILITY INFORMATION ON THESE PLANS IS
<br />DEPICTED TO UTILITY QUALITY LEVEL "D". THIS QUALITY LEVEL
<br />WAS DETERMINED ACCORDING TO THE GUIDELINES OF
<br />CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE
<br />COLLECTION AND DEPICTION OF EXISTING SUBSURFACE
<br />UTILITY DATA:'
<br />2. THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS
<br />GAS, TELEPHONE, FIBEROPTIC, ELECTRONIC, CABLE TV, AND
<br />PIPE LINES ARE UNKNOWN. IN ACCORDANCE WITH
<br />MINNESOTA STATE STATUTE 216D AND RULES CHAPTER 7560,
<br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL
<br />BEFORE COMMENCING EXCAVATION: 1(800)252-1166.
<br />(ABBREVIATIONS CONTINUED)
<br />JT
<br />JOINT
<br />LOC
<br />LOCATION
<br />MAX
<br />MAXIMUM
<br />MIN
<br />MINIMUM
<br />MN
<br />MINNESOTA
<br />NIC
<br />NOT IN CONTRACT
<br />NOM
<br />NOMINAL
<br />NTS
<br />NOT TO SCALE
<br />OC
<br />ON CENTER
<br />OD
<br />OUTSIDE DIAMETER
<br />OH
<br />OVERHEAD
<br />PC
<br />PRECAST
<br />PH
<br />PHASE
<br />PVC
<br />POLYVINYL CHLORIDE (PLASTIC) PIPE
<br />R, RAD
<br />RADIUS
<br />REC
<br />RECOMMENDED
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />REINF
<br />REINFORCEMENT STEEL BAR
<br />REQ
<br />REQUIRED
<br />SECT
<br />SECTION
<br />STD
<br />STANDARD
<br />TEMP
<br />TEMPORARY
<br />TO
<br />TOP OF
<br />TYP
<br />TYPICAL
<br />UG
<br />UNDERGROUND
<br />VCP
<br />VITRIFIED CLAY PIPE
<br />VERT
<br />VERTICAL
<br />VFY
<br />VERIFY
<br />W/
<br />WITH
<br />W/O
<br />WITHOUT
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<br />Drawing Title(s)
<br />COVER SHEET
<br />L100
<br />Sheet 1 of 3
<br />z
<br />57
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<br />Proj. No.
<br />BAK 0805
<br />Issue Date
<br />04/15/2009
<br />Designed By
<br />ISA
<br />Drawn By
<br />ISA
<br />Checked By
<br />MDH
<br />SHEET TITLE
<br />Drawing Title(s)
<br />COVER SHEET
<br />L100
<br />Sheet 1 of 3
<br />
|