GRAVES FAMILY PARK GRADING AND EROSION … PARK IMP-24X36.pdfgraves family park grading and erosion control plans not ... applicable idot highway standards temporary erosion control
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A s PERU MORRIS c o s A E T S ILLINOIS Chamlin and Assoc., Inc. N c , . 1 3 COVER SENECA, IL GRAVES FAMILY PARK GRADING AND EROSION CONTROL PLANS NOT FOR CONSTRUCTION DRAFT GRAVES FAMILY PARK GRADING AND EROSION CONTROL PLANS SENECA, IL INDEX OF SHEETS: OWNER SURVEYOR / ENGINEER BENCHMARKS N. MAIN STREET LANDSCAPE ARCHITECT
Filter fabric shall meet the requirements of material specification
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592 GEOTEXTILE, Table I or 2, Class , or and shall be placed
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over the cleared area prior to the placing of rock.
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2.
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Rock or reclaimed concrete shall meet one of the following IDOT coarse
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aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according
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to construction specification 25 ROCKFILL using placement Method 1
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and Class compaction.
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3.
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Any drainage facilities required because of washing shall be
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constructed according to manufacturers specifications.
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4.
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If wash racks are used they shall be installed according to the
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manufacturer's specifications.
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6" Min
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A
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A
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SIDE ELEVATION
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Filter Fabric
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Existing Ground
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3'
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Existing
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pavement
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Mountable Berm
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(Optional)
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L =
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5:1 Slope
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B
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B
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Wash Rack
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(Optional)
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10' Min
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10' Min
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L =
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14'
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Existing
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Pavement
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Existing
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Ground
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Coarse Aggregate
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Min*
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* Must Extend Full Width
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Of Ingress And Egress
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Operation.
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Positive Drainage
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To Sediment
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Trapping Device.
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PLAN VIEW
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10' Min
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I II IV
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III
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Natural Resources Conservation Service
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the actual location of all such utilities.
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%%uGENERAL NOTES
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Contractor's expense.
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construction and shall be responsible for any damage to said roadways,
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that access to properties within the work site is maintained at all times.
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roadway closures. The Contractor shall make arrangements or schedule work so
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granted by the Owner and/or the Municipality for any Contractor-requested
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All roadways shall remain open throughout the project unless prior consent is
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deduct the direct engineering cost incurred in the re-establishment of the
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reference stake without the prior approval of the Engineer, the Engineer may
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set by the Engineer. Should the Contractor disturb any control point or
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The Contractor shall protect and preserve all control points or reference stakes
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or derived by the Contractor from control points set by the Engineer.
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set. The Contractor shall assume full responsibility for all measurements taken
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of work, the Engineer shall be responsible for the accuracy of the control points
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and vertical control required for the construction of the various contract items
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When survey control points are set by the Engineer to establish the horizontal
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during construction shall be repaired or replaced by the Contractor at the
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structures, and utilities. Any roadway, structure, or utility that is damaged
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control point or reference stake from compensation due the Contractor.
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public or private roadways, structures, and utilities prior to the start of
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The Contractor shall be responsible for the proper protection of all existing
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information shown. It shall be the responsibility of the Contractor to determine
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no responsibility whatsoever with respect to the accuracy or completeness of the
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is for the convenience of the Bidder only. The Owner and/or Engineer assumes
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The location of existing underground or overhead utilities if shown on the Plans
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complete the project. It is the Contractor's responsibility to notify the Engineer
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regulations, and any other items which may affect the cost and/or time to
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of federal, state, and local laws, local code requirements, ordinances, rules and
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Specifications, visit the work site, be informed of the work involved, be informed
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It shall be the responsibility of the Contractor to examine the Plans and
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should any discrepancies be noticed between the Plans, Specifications, or work site.
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the SWPPP.
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obligation to ensure that the work is performed in a safe manner. The Contractor
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of the Contractor's performance; and shall not impose upon the Engineer any
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Specifications and in a workmanlike manner, shall not make the Engineer an insurer
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from the Contractor's obligation to perform work in conformity with the Plans and
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with the design intent. The Engineer's undertaking shall not relieve the Contractor
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ascertain the work is in substantial conformance with the Contract Documents and
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When requested by the Owner, the Engineer shall provide construction inspection to
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It will be the Contractor/Sub-Contractor's responsibility to implement and follow
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erosion control will be prepared and submitted by the Owner/Engineer.
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Plan (SWPPP). The SWPPP, if necessary, and all permits pertaining to soil and
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and Sub-Contractors will be required to certify a Storm Water Pollution Prevention
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For construction sites with one (1) acre or more of disturbance, all Contractors
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those items will be paid for at a pre-approved unit price.
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be addressed per Special Provision and be determined necessary by the Engineer,
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acceptable erosion control practice such as vegetative buffer strips or sediment
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Adjacent properties shall be protected from sediment deposition by use of an
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necessary to keep clean of sediment and debris caused by construction activities.
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traffic from the construction site. All streets shall be cleaned daily or as
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Provisions shall be made to minimize the transport of sediment by vehicular
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barriers. Should an erosion control item not be included as a Bid Item or not
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shall be totally responsible for safety for this project.
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The Illinois Department of Transportation "Standard Specifications for Road and
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Bridge Construction" adopted April 1, 2016, and Supplemental Specifications
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and Recurring Special Provisions (latest edition) and the "Standard
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Specifications for Water and Sewer Construction in Illinois" 7th Edition 2014 shall
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govern applicable portions of this project.
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Traffic control shall be in accordance with applicable portions of the Illinois
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Department of Transportation "Standard Specifications for Road and Bridge
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Construction" adopted April 1, 2016, and Supplemental Specifications and
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Recurring Special Provisions (latest edition) and the latest edition of the
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"Illinois Manual for Uniform Traffic Control for Streets and Highways". The
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Contractor shall be solely responsible for use of appropriate Illinois
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Department of Transportation Highway Standards pertaining to traffic control
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for the entire duration of the project and solely liable for any accidents,
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which may occur due to inadequate traffic control.
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shall immediately notify the Owner or Owner's Representative.
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Should hazardous materials be encountered during construction, the Contractor
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All clean construction demolition debris (CCDD) certification/disposal (if required) shall be the responsibility of the Contractor.
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Unless otherwise provided, traffic control shall be considered incidental to the contract.
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All field tiles encountered during construction shall be routed around the site or to the storm water detention area.
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APPLICABLE IDOT HIGHWAY STANDARDS TEMPORARY EROSION CONTROL SYSTEMS 280001-07 280001-07 PRECAST REINFORCED CONCRETE FLARED END SECTION 542301-01 542301-01 METAL END SECTION FOR PIPE CULVERTS 542401-02 542401-02 CATCH BASIN TYPE C 602011-02 602011-02 GRATE TYPE 8 604036-03604036-03
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Soil erosion and sediment control shall be in accordance with applicable portions of the Illinois Urban Manual, updated 2009, IDOT Highway Standard 280001-07 Temporary Erosion Control Systems and the Illinois Environmental Protection Agency's "Standard Specifications for Soil Erosion and Sediment Control" dated 1987.
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All disturbed areas not proposed to be covered with impervious material to be seeded, sodded or landscaped.
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Contractor shall provide and maintain a concrete washout out area on-site. Discharge from washout area shall not flow off-site.
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METAL PIPE.
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FOR PAYMENT PURPOSES
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3'+ O.D. MAXIMUM WIDTH
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NOTE: TRENCH BOX SHALL NOT EXTEND BELOW
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TOP OF PIPE, HOWEVER IT SHALL NOT EXCEED
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2 FEET FROM THE BOTTOM OF THE TRENCH.
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OR SIDEWALK REMOVAL
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12" OR
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ON PLANS
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AS SHOWN
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18" OR AS
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SHOWN ON
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BOTTOM OF
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PAVEMENT
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STRUCTURE
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PROPOSED
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CONDUIT
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PLANS
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(AS APPROVED BY ENGINEER)
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INSIDE WALL
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OF TRENCH
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OR BRACING
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MIN.
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1'
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1'
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MIN.
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2'- O.D. MINIMUM INSIDE WIDTH
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OUTSIDE
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DIA. O.D.
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SEEDING & 4" TOPSOIL
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EXISTING
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SURFACE
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SEE PLANS AND
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SPECIFICATIONS FOR
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SURFACE RESTORATION
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DEPTH VARIES (SEE PLANS)
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IS REQUIRED:
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PAVED AREAS.
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*ALL CONDUITS LOCATED
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UNDER OR WITHIN 2' OF
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EXISTING OR FUTURE
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PAVED AREAS INCLUDE
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STREETS, CURBS, GUTTERS
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SHOULDERS AND SIDEWALKS
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IDENTIFICATION OF WHERE SELECT
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GRANULAR MATERIAL (TRENCH BACKFILL)
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WARRANT. **
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WHERE SOIL CONDITIONS
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ALL NON RIGID CONDUITS, AND ALL
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SEWERS, RIGID WATER MAINS AND
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FORCEMAINS WITHIN 2' OF EXISTING
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OR FUTURE PAVED AREAS
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AND *RIGID CONDUITS UNDER
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OR WITHIN 2' OF EXISTING
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OR PAVED AREAS
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ALL NON RIGID CONDUITS
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6" ALLOWANCE FOR TRENCH
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SHORING, BRACING OR BOX,
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TYP BOTH SIDES.
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EARTH BACKFILL
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OR
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OR
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5" P.C.C. SIDEWALK
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6" P.C.C. DRIVEWAY PAVEMENT
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8" P.C.C. BASE COURSE
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FINAL
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VARIES
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BACKFILL
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CA - 7, FA - 6
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EMBEDMENT
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INITIAL
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1'
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BEDDING
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4"
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HAUNCHING
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BACKFILL
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VARIES
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FOUNDATION
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1/2 0.D.
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1/2 0.D.
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THE PIPE.
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*INDICATES ELIGIBLE FOR PAYMENT AS TRENCH
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BACKFILL OTHERWISE INCIDENTAL TO
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**INDICATES ELIGIBLE FOR PAYMENT AS SELECT
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FOUNDATION MATERIAL
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NON RIGID CONDUITS ARE DEFINED AS FLEXIBLE
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THERMOPLASTIC PIPE AND/OR CORRUGATED
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WIDTH OF PERMANENT
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PAVEMENT REMOVAL
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EXISTING PAVEMENT, DRIVEWAY
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FOR PAYMENT PURPOSES
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AND REPLACEMENT
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TERMINOLOGY, DIMENSIONS
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MATERIAL, WHEN REQUIRED:
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AND TYPE OF SELECT
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3" HMA
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PROPOSED REPLACEMENT
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FOR FLEXIBLE
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THERMOPLASTIC PIPE
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USE CLASS II OR III
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MATERIAL PER
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ASTM D 2321
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AND
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OR
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8" AGG. BASE ***
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*** FOR TRENCHES UNDER PUBLIC (CITY) ROADWAYS,
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FLOWABLE FILL (CLSM) MUST BE USED.
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N.T.S.
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PERFORATED STORM SEWER TRENCH
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NOT TO SCALE
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12" DIA. PERFORATED HDPE PIPE
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WASHED STONE* TO BE WRAPPED WITH GEOTEXTILE FILTER FABRIC.
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FINISHED GRADE
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6"-24" EARTH COVER
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24"
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*WASHED STONE TO BE CLEAN GRAVEL OR CLEAN STONE THAT IS FREE OF MUD, SILT, OR CLAY, WITH PARTICLE SIZE RANGING FROM 3/4 INCH MINIMUM TO 4 INCHES MAXIMUM.
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18"-24"
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N.T.S.
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PREPARED SUBGRADE
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AGGREGATE BASE COURSE, TYPE B, 6" (CA-6)
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SEE PLANS FOR WIDTH
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GEOGRID OR GEOTECHNICAL FABRIC FOR GROUND STABILIZATION (REQUIREMENT TO BE DETERMINED DURING CONSTRUCTION)
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3'
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3'
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C
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L
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1.0%%%
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(2.0%%% MAX)
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EXISTING GROUND
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1
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2
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3
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INCIDENTAL HOT-MIX ASPHALT SURFACING, 3"
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AGGREGATE BASE COURSE, TY. B, 6"
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GEOTECHNICAL FABRIC FOR GROUND STABILIZATION
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(NEED FOR GEOTECHNICAL FABRIC IS TO BE
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VERIFIED DURING CONSTRUCTION BASED ON
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ACTUAL SUB-GRADE CONDITION)
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1
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2
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3
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EARTH SHOULDER (TYP.)
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1'
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1'
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The Contractor shall record the vertical and horizontal locations of all pipe bends, valves, manholes, sewer service taps and all additional information necessary for the preparation of "As Constructed" plans. The "As Construction" plans will be prepared by the Owner or Owner's Representative.
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See Landscape Plans for sidewalk details and specifications.
As
PERU MORRIS
cos A ET SILLINOIS
Chamlin and Assoc., Inc.
Nc, .3
3
GRADING & EROSION CONTROL PLAN
SENECA, ILLINOIS
GRAVES FAMILY PARK
GRADING AND EROSION CONTROL PLANS
NOT FOR CONSTRUCTION
DRAFT
LEGEND
S.C.E.
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DRAWN BY:
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CHECKED BY:
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CREATED:
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DESCRIPTION
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BY
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LEVEL
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REVISIONS
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HA
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C
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L
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M
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I
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N
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FILE NO.:
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SCALE:
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OF
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SHEET
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DATE
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CHAMLIN & ASSOCIATES, INC. 2017
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c
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KEH
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TRH
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04/05/2017
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1" = 40'
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14297
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1
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NET
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8/11/17
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ADDED PATH DETAIL
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2
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NET
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8/30/17
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REVISED PER ENGINEER
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FUTURE RESTROOM BY OTHERS
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STORM CB #1 2' DIA., TYP C TYPE 8 GRATE RIM=499.70 INV=498.10
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6' WIDE ASPHALT PATH
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N
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40
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0
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20
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(IN FEET)
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GRAPHIC SCALE
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NOTES: 1) ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE ROUTED AROUND THE SITE. 2) PROPOSED GRADES SHOWN ARE FINISHED GRADE. PROPOSED GRADES SHOWN ARE FINISHED GRADE. CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECTURE PLANS WHAT THE PROPOSED SUBGRADE ELEVATION IS FOR EACH SPECIFIC PARK FEATURE. 3) THE SITE CONTAINS SCALED FEMA ZONE A FLOODPLAIN PER THE SITE CONTAINS SCALED FEMA ZONE A FLOODPLAIN PER FIRM NUMBER 17099C0578F, REVISED JULY 18, 2011. 4) SEE LANDSCAPE ARCHITECTURE PLANS FOR EXACT HARDSCAPE SEE LANDSCAPE ARCHITECTURE PLANS FOR EXACT HARDSCAPE AND SPORTS FIELD DIMENSIONS AND SPECIFICATIONS. 5) SEE LANDSCAPE PLAN FOR SEEDING SCHEDULE.SEE LANDSCAPE PLAN FOR SEEDING SCHEDULE.
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60"
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ILLINOIS & MICHIGAN CANAL
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EX. C.B. RIM = 505.69 10" PVC INV. = 501.59 (E & W)
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EX. C.B. RIM = 506.98 INV. = 501.18 (S) INV. = 501.18 (S)
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503.71
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504.99
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506.97
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506.57
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506.65
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506.56
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506.41
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506.39
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506.63
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18"
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18"
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18"
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18"
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72"
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20"
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20"
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18"
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15" (6)
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4" DRAIN
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ELEV. 505.76
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ELECTRIC
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BM
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PANEL
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500.1
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501.94
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500.1
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501.94
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500.1
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500.1
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501
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501
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1.5%%%
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1.5%%%
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1.5%%%
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1.5%%%
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499
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501
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502
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501
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501
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501.94
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1.0%%%
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1.0%%%
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1.0%%%
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0.5%%%
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0.5%%%
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0.5%%%
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506.54
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506.06
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506.06
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506.06
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506.06
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506.06
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504.80
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504.80
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499.10
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504.11
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0.5%%%
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504.80
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503
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500
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502
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504
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2.0%%%
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1.0%%%
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1.0%%%
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506.33
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506.01
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506.33
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506.01
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503
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501
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506
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505
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2.0%%%
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505
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506
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504
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506.59
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506
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506.44
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506.20
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506.44
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506.20
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505.50
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506.29
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505.79
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506.27
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505.73
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506.27
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505.73
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506
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0.5%%%
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0.5%%%
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0.5%%%
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0.5%%%
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0.5%%%
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0.5%%%
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2.0%%%
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505.60
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505.59
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505.30
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509
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506
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508
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507
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506
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505
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0.4%%%
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0.4%%%
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500.00
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499.40
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499.60
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499.23
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500.24
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500.30
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500.1
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500.16
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505.75
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506.08
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506.50
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504.70
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504
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505
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506
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505.48
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505.52
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505.37
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505.71
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505.58
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505.34
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505.18
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505.09
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505.26
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505.00
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505.48
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505.87
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505.52
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505.75
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505.85
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505.63
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505.57
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505.93
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505.79
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505.72
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505.78
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510
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506
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507
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508
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509
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3.5%%%
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499.73
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499.67
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499.63
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499.57
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499.92
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499.98
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499.43
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499.49
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499.65
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499.71
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500.33
AutoCAD SHX Text
500.27
AutoCAD SHX Text
500.21
AutoCAD SHX Text
500.87
AutoCAD SHX Text
500.75
AutoCAD SHX Text
500.54
AutoCAD SHX Text
500.27
AutoCAD SHX Text
500.48
AutoCAD SHX Text
500.69
AutoCAD SHX Text
500.81
AutoCAD SHX Text
499.17
AutoCAD SHX Text
502.02
AutoCAD SHX Text
501.96
AutoCAD SHX Text
505.07
AutoCAD SHX Text
505.01
AutoCAD SHX Text
507.02
AutoCAD SHX Text
506.96
AutoCAD SHX Text
508.20
AutoCAD SHX Text
508.26
AutoCAD SHX Text
508.69
AutoCAD SHX Text
509.26
AutoCAD SHX Text
508.63
AutoCAD SHX Text
509.20
AutoCAD SHX Text
510.44
AutoCAD SHX Text
510.26
AutoCAD SHX Text
510.14
AutoCAD SHX Text
510.01
AutoCAD SHX Text
510.38
AutoCAD SHX Text
510.20
AutoCAD SHX Text
510.08
AutoCAD SHX Text
509.95
AutoCAD SHX Text
500.03
AutoCAD SHX Text
501.74
AutoCAD SHX Text
503.39
AutoCAD SHX Text
504.83
AutoCAD SHX Text
505.15
AutoCAD SHX Text
499.97
AutoCAD SHX Text
501.68
AutoCAD SHX Text
503.33
AutoCAD SHX Text
504.77
AutoCAD SHX Text
500.25
AutoCAD SHX Text
500.25
AutoCAD SHX Text
505.60
AutoCAD SHX Text
505.50
AutoCAD SHX Text
505.39
AutoCAD SHX Text
505.27
AutoCAD SHX Text
505.54
AutoCAD SHX Text
505.44
AutoCAD SHX Text
505.33
AutoCAD SHX Text
505.09
AutoCAD SHX Text
505.21
AutoCAD SHX Text
505.28
AutoCAD SHX Text
505.71
AutoCAD SHX Text
505.74
AutoCAD SHX Text
505.00
AutoCAD SHX Text
506.78
AutoCAD SHX Text
508.85
AutoCAD SHX Text
509.20
AutoCAD SHX Text
509.82
AutoCAD SHX Text
504.94
AutoCAD SHX Text
505.22
AutoCAD SHX Text
505.65
AutoCAD SHX Text
18" TILE RUNS NE
AutoCAD SHX Text
FL=498.85
AutoCAD SHX Text
8" TILE RUNS NW
AutoCAD SHX Text
15" TILE RUNS NE
AutoCAD SHX Text
FL=499.34
AutoCAD SHX Text
FL=498.78
AutoCAD SHX Text
6" CMP RUNS SOUTH
AutoCAD SHX Text
FL=496.49
AutoCAD SHX Text
12" TILE
AutoCAD SHX Text
(BUSTED)
AutoCAD SHX Text
FL=500.34
AutoCAD SHX Text
507
AutoCAD SHX Text
505
AutoCAD SHX Text
509.88
AutoCAD SHX Text
508.91
AutoCAD SHX Text
506.84
AutoCAD SHX Text
505.80
AutoCAD SHX Text
509.26
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
499
AutoCAD SHX Text
70' ROADWAY EASEMENT
AutoCAD SHX Text
6' WIDE ASPHALT PATH
AutoCAD SHX Text
LIMITS OF FEMA ZONE A
AutoCAD SHX Text
LIMITS OF FEMA ZONE A
AutoCAD SHX Text
LIMITS OF FEMA
AutoCAD SHX Text
ZONE A
AutoCAD SHX Text
FORMER RAIL SPUR
AutoCAD SHX Text
PROPOSED PERIMETER EROSION BARRIER
AutoCAD SHX Text
PROPOSED PERIMETER EROSION BARRIER
AutoCAD SHX Text
PROPOSED PERIMETER EROSION BARRIER
AutoCAD SHX Text
PROPOSED STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL FOR DIM.)
AutoCAD SHX Text
PROPOSED PERIMETER EROSION BARRIER
AutoCAD SHX Text
PROPOSED 18"X6" CONC. CURB TO CONTAIN PLAYGROUND MULCH (TYP).
AutoCAD SHX Text
STORM FES #2 12" DIA. METAL INV=495.50
AutoCAD SHX Text
STORM FES #3 12" DIA. RCP INV=497.08
AutoCAD SHX Text
405 L.F. 12" ADS DUAL WALL HDPE PERFORATED (CLASS II) PIPE @ 0.63% (SEE DETAIL SHEET FOR TRENCH SPECIFICATIONS)
AutoCAD SHX Text
INLET & PIPE PROTECTION
AutoCAD SHX Text
PERIMETER EROSION BARRIER
AutoCAD SHX Text
GEOTEXTILE FABRIC AT ALL CURB INLETS
AutoCAD SHX Text
PERIMETER EROSION BARRIER AT ALL OTHER INLETS
AutoCAD SHX Text
STABILIZED CONSTRUCTION ENTRANCE (14'X70')
AutoCAD SHX Text
ROLLED EXCELSIOR DITCH CHECKS
AutoCAD SHX Text
PROPOSED INLET PROTECTION (TYP)
AutoCAD SHX Text
36 S.F. IDOT RR3 RIPRAP W/ FILTER FABRIC
AutoCAD SHX Text
36 S.F. IDOT RR3 RIPRAP W/ FILTER FABRIC
AutoCAD SHX Text
SANITARY SEWER TO BE CONSTRUCTED BY OTHERS
AutoCAD SHX Text
WATER MAIN TO BE CONSTRUCTED BY OTHERS
AutoCAD SHX Text
PROPOSED CONCRETE SIDEWALK
AutoCAD SHX Text
PROPOSED AGGREGATE WALKWAY
AutoCAD SHX Text
STORM CB #4 2' DIA., TYP C TYPE 8 GRATE RIM=505.50 INV=502.50
AutoCAD SHX Text
353 L.F. 12" RCP CLASS IV PIPE @ 1.5%
AutoCAD SHX Text
PROPOSED ROLLED EXCELSIOR DITCH CHECK (TYP)
AutoCAD SHX Text
WILLIAM STREET
AutoCAD SHX Text
PROPOSED GRAVEL PARKING/DRIVE
AutoCAD SHX Text
34.00'
AutoCAD SHX Text
18.00'
AutoCAD SHX Text
24.00'
AutoCAD SHX Text
95.37'
AutoCAD SHX Text
293.06'
AutoCAD SHX Text
164.61'
AutoCAD SHX Text
52.00'
90'-0"
60'-0"
32'
typ.
300' typ.
10'-0"
OVERALL PLAN
Evergreen planting, typ.
Shade tree planting, typ.
Baseball / softball field
Asphalt path, 6' widthrefer to engineering drawings
Team bench
Team bench
Asphalt path, 6' width
1
PHASE 1 PLAN
0 100'50'25'
BackstopSoccer field boundary
W
illia
m
S
t
.
Gravel parking lot, refer to engineering plans
Lawn
Skinned infield
I &
M
C
a
n
a
l
Existing I & MCanal Trail
Existing canopy cover
Market S
t.
Baseball bases
Softball bases
1
L-02
Foul line post
Foul line post
Native seedingOrnamental tree, typ.
Native seeding
Soccer net
Soccer net
Infield fencing
future softball field area
Interpretive sign
Interpretive sign
Crushed fines access walk
6
L-06
7
L-06
2
L-09
1
L-08
2
L-08
3
L-08
4
L-08
4
L-06
1
L-09
3
L-06
9
L-06
10
L-06
L-01
cadlapm
sheet number
sheet name
issue date
MH NP NP
09.01.2017
owner / developer
landscape architect of record
client / owner
project name
project address
civil engineer
Village of Seneca
GRAVES FAMILYPARK
William St.Seneca, IL 61360
BID SET
issue /revision
date description
VILLAGE OF SENECA340 N. Cash StSeneca, IL 61360p 815 357.8771 f 815 357.8772
TESKA ASSOCIATES, INC.24103 W Lockport St # 107Plainfield, IL 60544p 815 436.9485
CHAMLIN & ASSOCIATES, INC221 West Washington StreetMorris, IL 60450p 815 942.1402
2
L-09
Ph 1. Enlargement Plan
6', typ.
17'-0"
5'-3", typ sidewalk east, west
of central path
eq
eq
eq
eq
1
PHASE 1 ENLARGEMENT PLAN
0 20'10'5'
Concrete entrance plazato be aligned with centerof concrete walk
(1) Tot Swing
Welcome sign
Mulch, shredded hardwood bark, 12" dp
Little Tikes climber A
Asphalt path, 6' wd. typ.refer to engineering drawings
Concrete curb, 6" wd.
Bike rack
1
L-05
1
L-06
4
L-05
2
L-06
1
L-07
8
L-06
2
%
c
r
o
s
s
s
l
o
p
e
,
t
y
p
.
R
1
3
.
5
'
R
5
5
'-0
"
10' length,
2% slope
+0
-.17
Grade to be coordinatedwith gravel parking lot, refer
to engineering drawings
+0
+0
+0
r
a
m
p
Landscaperestoration asrequired
Little Tikes climber B 3
L-09
G
r
a
v
e
l
p
a
r
k
i
n
g
l
o
t
Concrete entry walk
Shredded hardwood mulch, 12" dp.
Concrete curb, 6" wd 1
L-06
R
2
8
'
-
0
"
(2) Belt Swings
Swing frame footing 4
L-05
ENLARGEMENTPLAN
L-02
cadlapm
sheet number
sheet name
issue date
MH NP NP
09.01.2017
owner / developer
landscape architect of record
client / owner
project name
project address
civil engineer
Village of Seneca
GRAVES FAMILYPARK
William St.Seneca, IL 61360
BID SET
issue /revision
date description
VILLAGE OF SENECA340 N. Cash StSeneca, IL 61360p 815 357.8771 f 815 357.8772
TESKA ASSOCIATES, INC.24103 W Lockport St # 107Plainfield, IL 60544p 815 436.9485
CHAMLIN & ASSOCIATES, INC221 West Washington StreetMorris, IL 60450p 815 942.1402
R
5
0
'
(2) CCH
1
PHASE 1 PLANTING PLAN
0 100'50'25'
(3) PSF(3) ACF
(3) PSF(3) CCH
(3) CCR
(3) AML
(3) ACF
Pollinator-paloozaseed mix
Pollinator-paloozaseed mix
Plant List
3 AML Amelanchier canadensis 'Autumn Brilliance' Autumn Brilliance Serviceberry 8' ht. as shown MS/ B&B
5 CCH Carpinus caroliniana American Hornbeam 3" cal. as shown B&B
6 PSF Pinus strobus 'Fastigiata' White Pine Fastigiata 6' ht. as shown B&B
36 CAR-B Carex flacca Blue Sedge 3 in. pot 1'-0" o.c CG
(6) DI-B(5) CAL-B
(7) CAR-B
(11) AL-B(29) CAR-B
(7) PH-B(6) RH-B(1) PH-B
(7) PH-B
(4) RH-B(6) PH-B
(8) CAL-B(8) AL-B
(4) RH-B
(11) PH-B
(8) CAL-B(10) AL-B
(7) DI-B
(5) RH-B(9) PH-B
(5) RH-B
GRA
NT
ITEM
S
(9) CAL-B
* NOTE: -B indicates items part of ComEd Grant
LAWN
Edge of planting bedto be defined with
shovel cut, typ.
6
L-09
7
L-09
PRODUCTS,DETAILS
2
Little Tikes climber A -KB post footing detail
4
BCI Burke swing frames and footings
Mfr: *BCI Burke Company, LLC
Model: # 550-0093
5" Single Post Swing, 8' ht
Quantity: 1
Post Color: yellow
Footings: 2 qty
*or approved equal
5
Chain attachment
Mfr: *BCI Burke Company, LLC
Model: #550-0114
Molded rubber seat, to fit
8' beam height,
2 seats included
Quantity: 1
*or approved equal
Mfr: *BCI Burke Company, LLC
Model: # 550-0185
5" single post swing with single
seat frame added bay, 8' ht
Quantity: 1
Post color: yellow
Footings: 1 additional
*or approved equal
Mfr: *BCI Burke Company, LLC
Model: #550-0101 Molded rubber
tot seat, to fit 8' beam height,
1 seat included
Quantity: 1
*or approved equal
NTS
SINGLE SEAT FRAME
ADDED BAY. 5" OD x 147"
PRODUCT #550-0185
HALF CLAMP FOUND WITH
DOUBLE SWING BAY-
PRODUCT #550-0093
TOP OF MULCH
(2) TOT SEAT CHAIN
ATTACHMENTS
SINGLE POST SWING FRAME
5" OD x 147"
PRODUCT #550-0093
SINGLE POST SWING FRAME
5" OD x 147"
PRODUCT #550-0093
(4) BELT SEAT CHAIN
ATTACHMENTS
SLOPE AWAY FROM POSTS, TYP.
CONCRETE
CA-6 AGGREGATE
SUBGRADE
5L-04
5L-04
6L-04
6L-04
HALF CLAMP FOUND WITH
DOUBLE SWING BAY-
PRODUCT #550-0093
6
Outer posts clamp attachment
FRAMESSWINGS
BCI Burke Company, LLC:
P.O Box 549
660 Van Dyne Road
Fond du Lac, WI 54936-0549
P: 920.921.9220
CONTACT
Mfr: *Little Tike Commercial
Model: QU067944
Quantity: 1
Color scheme: Bubble gum (as shown)
*or approved equal
Little Tikes Commercial:
878 E Highway 60
Monett, MO, 65708
P: 1 800.325.8828
3
Little Tikes climber A -KB playevent footing detail
NTS
L-05
cadlapm
sheet number
sheet name
issue date
MH NP NP
09.01.2017
owner / developer
landscape architect of record
client / owner
project name
project address
civil engineer
Village of Seneca
GRAVES FAMILYPARK
William St.Seneca, IL 61360
BID SET
issue /revision
date description
VILLAGE OF SENECA340 N. Cash StSeneca, IL 61360p 815 357.8771 f 815 357.8772
TESKA ASSOCIATES, INC.24103 W Lockport St # 107Plainfield, IL 60544p 815 436.9485
CHAMLIN & ASSOCIATES, INC221 West Washington StreetMorris, IL 60450p 815 942.1402
NOTE APPLIES TO ALL FOOTING DETAILS
ASSOCIATED WITH THIS PROJECT:
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO
CONSTRUCTION. SHOP DRAWINGS SHALL INCLUDE STRUCTURAL ANALYSIS AND
FOOTING DESIGN SEALED BY A PROFESSIONAL ENGINEER.
1
Little Tikes climber A
NOTE: ALL PLAYGROUND EQUIPMENT SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND
BEST PRACTICES
NOTE: ALL PLAYGROUND EQUIPMENT SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND
BEST PRACTICES
1
Concrete curb- playground edge
8
Bike rack
2
Concrete walk
MFR: HOOVER FENCE*
MODEL: BS-C30 BACKSTOP,
12' STRAIGHT BACK,
6' HEIGHT CANOPY
10' WING X 20' CENTER X 10' WING
FINISH: GALVANIZED
QUANTITY: 1
*OR APPROVED EQUAL
6
Baseball/ Softball backstop*
7
Baseball/ Softball infield fence*
MFR: HOOVER FENCE*
MODEL: HFK-10X200,
10' HT INFIELD FENCING
QUANTITY: 1 SET
*OR APPROVED EQUAL
MFR: HOOVER FENCE*
MODEL: HFK-SLR-10X200,
HORIZONTAL RAIL KIT
FOR 10' HT FENCE,
QUANTITY: 1 SET
*OR APPROVED EQUAL
4
Team bench
3" DIA. POLE
MANUFACTURER NOTES:
MFR: BEACON ATHLETICS*
BEACON ECONOMY FOUL POLE KIT
INCLUDES: 4 SUPPORT BRACKETS
WITH HARDWARE, 2 POLE CAPS, 2
YELLOW PREMIUM MESH PANELS
*OR APPROVED EQUAL
1701 5TH AVENUE
MOLINE, IL 61265
PLAYING
SURFACE GRADE
CONCRETE FOOTING
CA-6 AGGREGATE
BEACON YELLOW MESH PANEL
SUBGRADE
SLOPE SLOPE
9
Foul Post
10
Base Installation
INFIELD GRADE
TOP OF HOME PLATE TO
MATCH INFIELD GRADE
3 QTY-12" REGULATION
STAKES
HOME PLATE
INSTALLATION NOTES:DO NOT POUND DIRECTLY ON THEPLATE. PLACE A 2" PIECE OF WOODOVER PLATE AND USE HAMMER TOPOUND ON BLOCK OF WOOD. HOMEPLATE TO BE LEVEL WITH PLAYINGSURFACE.
FIRST, SECOND, THIRD BASE
BASE OF PLATE
INFIELD GRADE
3 QTY-12"
REGULATION
STAKES
INSTALLATION NOTES:BOTTOM OF BASE TO BE 1" BELOWPLAYING SURFACE. OUTER EDGEOF FIRST AND THIRD BASE TOALIGN WITH FOUL LINE.
SUBGRADE
HARDWOOD SHREDDED
MULCH, NOT CCA
TREATED PER ASTM
CODE
CONCRETE CURB
EXISTING
GRADE,
LANDSCAPE
RESTORATION
AS REQUIRED
6"
FILTER FABRIC,
TURNED UP EDGES
CA-6 AGGREGATE
#4 REBAR
SLOPE
SLOPE TO DRAIN
AWAY FROM
PLAY AREAS, TYP.
CONCRETE WALK,
BROOM FINISH. SEE
HARDSCAPE PLAN
FOR JOINT PATTERN
EXISTING
GRADE,
LANDSCAPE
RESTORATION
AS REQUIRED
CA-6 AGGREGATE
#4 REBAR
COMPACTED
SUBGRADE
INFIELD MIX
COMPACTED
SUBGRADE
EDGE DEFINED BY
SPADE CUT
NATURAL EDGE
ADJACENT LAWN
INFIELD MIX:
SAND: TOTAL CONTENT 70% TO 75%. >50% OF THE TOTAL SAND
CONTENT SHALL BE COMPOSED OF MEDIUM, COARSE AND VERY
COARSE SAND PARTICLES.
SILT & CLAY: THE COMBINED AMOUNT OF SILT AND CLAY SHALL BE
BETWEEN 30% AND 25%. THE SILT-TO-CLAY RATIO, WHICH IS ACHIEVED
BY DIVIDING THE PERCENT SILT BY THE PERCENT CLAY, SHALL BE
BETWEEN 0.5 AND 1.0.
3
Infield Mix
WAVE BIKE RACK
SURFACE MOUNTED
SURFACE MOUNTING
HARDWARE AND COVER
PLATE PROVIDED BY
MANUFACTURER.
CONCRETE
CA-6
COMPACTED
SUBGRADE
MANUFACTURER INFO:
MFR: ULINE*
MODEL: H-2544GALV
SURFACE MOUNTED
FINISH: GALVANIZED
CAPACITY: 5 LOOP- 7 BIKES
*OR APPROVED EQUAL
Uline
12575 Uline Drive
Pleasant Prairie, WI 53158
P: 1.800.295.5510
COVER PLATE
(3 QTY) 'PH' BENCH LEG
SPACED AT 6' O.C, TYP.
MANUFACTURER INFO:
MFR: NATIONAL RECREATION SYSTEMS*
MODEL: BE-PH15, 'PH' SURFACE
MOUNTED BENCH WITH BACKREST,
ANODIZED ALUMINUM BACKREST & LEGS
15' LENGTH
*OR APPROVED EQUAL
1300-D AIRPORT NORTH OFFICE PARK,
FORT WAYNE, IN 46825
P: 888.568.9064
STANDARD CLIP SET
STANDARD CLIP SET
(1) 2"X10" BACKREST PLANK
(1) 2"X10"
SEAT PLANK
ATTACH USING
3
8
" X 2
3
4
"
CONCRETE ANCHOR MIN. 1
5
8
"
EMBEDMENT. INSTALL IN ALL
HOLES IN BASE OF UNIT.
UNIT
BASE
CONCRETE
CA-6 AGGREGATE
EDGE OF BASE PLATE TO EDGE OF CONCRETE, TYP.
SUBGRADE
HOOVER FENCE:
4521 WARREN RAVENNA RD
NEWTON FALLS, OHIO 44444
P: 1-800-355-2335
FENCE/ BACKSTOP
POST
CONCRETE
CA-6 AGGREGATE
COMPACTED
SUBGRADE
SLOPE TO DRAIN AWAY
FROM FENCE /
BACKSTOP POSTS, TYP.
SLOPE SLOPE
Footing Detail *
*Applies to 6 + 7
*Ensure coordination with adjacent infield fence*Ensure coordination with adjacent backstop
PRODUCTS,DETAILS
L-06
cadlapm
sheet number
sheet name
issue date
MH NP NP
09.01.2017
owner / developer
landscape architect of record
client / owner
project name
project address
civil engineer
Village of Seneca
GRAVES FAMILYPARK
William St.Seneca, IL 61360
BID SET
issue /revision
date description
VILLAGE OF SENECA340 N. Cash StSeneca, IL 61360p 815 357.8771 f 815 357.8772
TESKA ASSOCIATES, INC.24103 W Lockport St # 107Plainfield, IL 60544p 815 436.9485
CHAMLIN & ASSOCIATES, INC221 West Washington StreetMorris, IL 60450p 815 942.1402
5
NOTE APPLIES TO
ALL FOOTING
DETAILS
ASSOCIATED WITH
THIS PROJECT:
CONTRACTOR SHALL
PROVIDE SHOP
DRAWINGS FOR
APPROVAL PRIOR TO
CONSTRUCTION.
SHOP DRAWINGS
SHALL INCLUDE
STRUCTURAL
ANALYSIS AND
FOOTING DESIGN
SEALED BY A
PROFESSIONAL
ENGINEER.
1
Welcome Sign - Section View
QTY:
4- 4"X4" PRESSURE TREATED
WOOD POSTS
1- 3' X 5'-10" VINYL SIGN PANEL
Sign manufacturer to provide shop drawing for
review prior to fabrication and installation
PRODUCTS,DETAILS
L-07
cadlapm
sheet number
sheet name
issue date
MH NP NP
09.01.2017
owner / developer
landscape architect of record
client / owner
project name
project address
civil engineer
Village of Seneca
GRAVES FAMILYPARK
William St.Seneca, IL 61360
BID SET
issue /revision
date description
VILLAGE OF SENECA340 N. Cash StSeneca, IL 61360p 815 357.8771 f 815 357.8772
TESKA ASSOCIATES, INC.24103 W Lockport St # 107Plainfield, IL 60544p 815 436.9485
CHAMLIN & ASSOCIATES, INC221 West Washington StreetMorris, IL 60450p 815 942.1402
70"
4X4 WOOD POST, GROUND
CONTACT PRESSURE TREATED
(4) 4X4 WOOD POSTS
EXTERIOR GRADE VINYL SIGN PANEL WITH CUSTOM GRAPHICS
CONCRETE PIER FOUNDATION
CA-6 COMPACTED AGGREGATE, 4" DEPTH
12"
SLOPE TO DRAIN AWAY FROM SIGN, TYP.
OSLAD SIGN TO BE
PROVIDED/ INSTALLED
BY VILLAGE
EXTERIOR GRADE VINYL SIGN
PANEL WITH CUSTOM
GRAPHICS,
1
4
" THICKNESS
C
L
18"
TYPEFACE: BODINI MT: BOLD
TYPEFACE: BODINI MT: REGULAR
4"
14"
STAINLESS STEEL 'L' BRACKET, TYP.
NOTE: CUSTOM GRAPHIC
AND LETTERING TO BE
PRINTED ON VINYL.
SHOP DRAWINGS TO BE
PROVIDED BY
CONTRACTOR FOR
APPROVAL PRIOR TO
FABRICATION
ALL EXPOSED FACES
SHALL RECEIVE FINISHED
TREATMENTS
3" MIN.
2"
4"
2 X 2 X
3
16
"
GALVANIZED WOOD SCREW
INTO WOOD POST AND VINYL
SIGN FROM BACKSIDE (NO
EXPOSED HARDWARE), TYP.
SIGN EDGES AND SIGN BACK
OF SIGN TO BE GREEN TO
MATCH THE FRONT SIGN FACE
Welcome Sign- Plan View
Welcome Sign- Elevation
2
3
1
Deciduous tree planting detail
4
Ornamental tree planting detail
3
Evergreen tree planting detail
SET TREE PLUMB IN CENTER OF PIT.
6" MOUND OF EXISTING SOIL
EXISTING SUBGRADE
FINISHED GRADE
PRUNE DAMAGED & BROKEN BRANCHES AND
TWIGS AS INDICATED BY GROWTH HABIT DO
NOT CUT LEADERS & TERMINAL BUDS
REMOVE ALL WIRE AND 1/3 BURLAP WRAP
FROM TOP OF BALL.
NOMINAL PLANTING SOIL ON TOP OF BALL IS AT
FINISHED GRADE AFTER SETTLEMENT
3" SHREDDED HARDWOOD MULCH
WITHIN SAUCER
CONSTRUCT A 3" SAUCER WITH SOIL.
4' IN DIAMETER
PLANTING MIXTURE
(SEE GENERAL NOTES)
NOTE: ALL NON-IRRIGATED TREES TO
BE PROVIDED WATERING BAGS FOR
ESTABLISHMENT AFTER INSTALL.
PLANTING SOIL MIXTURE
EXISTING SUBGRADE
6" MOUND OF EXISTING SOIL
(SEE GENERAL NOTES)
CONSTRUCT A 3" SAUCER WITH SOIL,
REMOVE ALL WIRE AND 1/3 BURLAP WRAP
NOMINAL PLANTING SOIL ON TOP
IS AT FINISHED GRADE AFTER SETTLEMENT.
MULCH WITHIN SAUCER.
FINISHED GRADE
4' IN DIAMETER.
FROM TOP OF BALL.
MIN. 3" SHREDDED HARDWOOD
OF BALL.
PRUNE DAMAGED & BROKEN BRANCHES
AND TWIGS AS INDICATED BY GROWTH HABIT
DO NOT CUT LEADERS & TERMINAL BUDS.
SET TREE PLUMB IN CENTER OF PIT.
SET BALL AT LEVEL SO THAT TOP OF BALL
PRUNE DAMAGED & BROKEN BRANCHES AND
TWIGS AS INDICATED BY GROWTH HABIT DO NOT
CUT LEADERS & TERMINAL BUDS
SET TREE PLUMB IN CENTER OF PIT
REMOVE ALL WIRE AND 1/3 BURLAP
WRAP FROM TOP OF BALL
NOMINAL PLANTING SOIL ON TOP OF
BALL IS AT FINISHED GRADE AFTER
SETTLEMENT
PLANTING MIXTURE (SEE GENERAL
NOTES) PIT, 2x WIDTH OF ROOT BALL
6" MOUND OF EXISTING SOIL
EXISTING SUBGRADE
Mfr: Prairie Moon*
Pollinator-palooza
seed mix
*or approved equal
Prairie Moon Nursery
32115 Prairie Lane
Winona, MN 55987
P: (507) 452-1362
NOTE: Seed to be drilled
into lawn to encourage
establishment.
2
Native seeding detail
PLANTING DETAILS
L-08
cadlapm
sheet number
sheet name
issue date
MH NP NP
09.01.2017
owner / developer
landscape architect of record
client / owner
project name
project address
civil engineer
Village of Seneca
GRAVES FAMILYPARK
William St.Seneca, IL 61360
BID SET
issue /revision
date description
VILLAGE OF SENECA340 N. Cash StSeneca, IL 61360p 815 357.8771 f 815 357.8772
TESKA ASSOCIATES, INC.24103 W Lockport St # 107Plainfield, IL 60544p 815 436.9485
CHAMLIN & ASSOCIATES, INC221 West Washington StreetMorris, IL 60450p 815 942.1402
1
Crushed Fines Path
2
Native garden informational sign
* installed on 4x4 pressure treated wood post
Sample Image
3/8" CRUSHER FINES
FILTER FABRIC
EDGE DEFINED WITH
SHOVEL CUT
MANUFACTURER NOTES:
MFR: RIVERSTONE GROUP*
3/8" CRUSHER FINES
*OR APPROVED EQUAL
1701 5TH AVENUE
MOLINE, IL 61265
3
Little Tike climber B
Mfr: *Little Tike Commercial
Model: QU067957
Quantity: 1
Color scheme: Bubble gum (As shown
in Little Tike climber A)
*or approved equal
Little Tikes Commercial:
878 E Highway 60
Monett, MO, 65708
P: 1 800.325.8828
4
3" x 3" PRESSURE
TREATED WOOD POST
ADJACENT GRADE
CONCRETE FOOTING
CA-6 AGGREGATE
EXTERIOR GRADE SIGN PANEL
WITH CUSTOM GRAPHICS
SUBGRADE
SLOPE
1'-0"
5
Little Tikes climber B -KB post footing detail
NTS
Little Tikes climber B -KB playevent footing detail
NTS
DETAILS
L-09
cadlapm
sheet number
sheet name
issue date
MH NP NP
09.01.2017
owner / developer
landscape architect of record
client / owner
project name
project address
civil engineer
Village of Seneca
GRAVES FAMILYPARK
William St.Seneca, IL 61360
BID SET
issue /revision
date description
VILLAGE OF SENECA340 N. Cash StSeneca, IL 61360p 815 357.8771 f 815 357.8772
TESKA ASSOCIATES, INC.24103 W Lockport St # 107Plainfield, IL 60544p 815 436.9485
CHAMLIN & ASSOCIATES, INC221 West Washington StreetMorris, IL 60450p 815 942.1402
6
Shrub planting details
NTS
7
Perennial planting details
NTS
6" MIN.
EXISTING SUBGRADE
FINISHED GRADE
PRUNE AT THE DIRECTION OF
THE LANDSCAPE ARCHITECT
3" SHREDDED HARDWOOD BARK
MULCH WITHIN SAUCER
REMOVE ALL TWINE, NAILS, ETC.
FROM TOP OF ROOT BALL.
REMOVE BURLAP FROM TOP 1/3
OF BALL REMOVE CONTAINERIZED
PLANTS FROM POTS
CONSTRUCT 3" SAUCER WITH
SOIL
PLANTING MIXTURE (SEE
GENERAL NOTES)
6" MIN. PLANTING SOIL
LEVELING MATERIAL
PERENNIAL
PLANTING
(TYP.)
PLANTING SOIL
MIXTURE
SEE GENERAL
NOTES
EXISTING
SUBGRADE
TYP. PERENNIAL
NOTE:
PERENNIAL PLANTINGS LAYOUT
TO BE APPROVED IN FIELD BY
LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
SEE PLANTING
SCHEDULE
FOR SPACING
FINAL PLANTING ELEVATION
AND PLANTER BED GRADING
AS DIRECTED BY
LANDSCAPE ARCHITECT.
NOTE APPLIES TO ALL FOOTING DETAILS
ASSOCIATED WITH THIS PROJECT:
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO
CONSTRUCTION. SHOP DRAWINGS SHALL INCLUDE STRUCTURAL ANALYSIS AND
