Forest Hills Nature Center - Bid Set - Site.pdf
PDF 16 MB Posted
- Attached to
- Forest Hill Nature Center - New Building
- Solicitation number
- RFP GIR 260000001926 3
- Issued by
- Ingham County, Michigan
About this file
This is a bid set of architectural and engineering plans for the Forest Hill Nature Center project in Seville Township, Gratiot County, Michigan. The project involves the design and construction of a new 9,321-square-foot nature center building on a 90-acre parcel, with provisions for a future 2,389-square-foot Phase 2 expansion that would bring the total building size to 11,710 square feet. The plans include site and utility layouts for both phases, grading and drainage plans, soil erosion control specifications, landscape plans, and detailed construction specifications. The site currently contains existing structures including a barn to remain, a 28-by-60-foot greenhouse, an existing well, and a propane tank to be relocated. The project calls for installation of onsite septic and water systems, with a 1,500-gallon septic tank and drain field designed by Matrix, a lift station, proposed gravel parking for 67 spaces, and various utility connections including storm and sanitary sewer systems.
The construction documents specify comprehensive soil erosion and sedimentation control measures using Michigan Department of Environmental Quality standards, including silt fencing, riprap, permanent seeding, stabilized construction access, and inlet protection measures. All disturbed areas totaling 3.887 acres must be stabilized within 5 days of final grading, with permanent seeding utilizing a Michigan Green seed mix applied at 5 pounds per 1,000 square feet. Landscaping includes deciduous and evergreen trees such as Greenspire Littleleaf Linden, Aristocrat Pear, Autumn Blaze Maple, and Emerald Green Arborvitae, along with foundation plantings and shrubs. The site includes a 6-foot-screened dumpster, building setbacks of 50 feet front and 25 feet on sides and rear, and multiple proposed walks with concrete and gravel finishes. Construction is scheduled across multiple phases from May through February, with detailed specifications for parking lot gravel base, concrete sidewalk construction, wood screen fencing, and signage installation.
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C T
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FOREST HILL NATURE CENTER
E-104659
FOREST HILL NATURE CENTER
LOCATION MAP
N
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STORM CB (#1074) RIM ELEV.= 806.99' I.E. 6", PVC, NE= 804.69'
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SANITARY CLEANOUTS (#2317) LID ELEV.= 817.53'
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FRONT YARD SETBACK 50'
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WETLAND
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GAP
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ROGER DONALDSON
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DESIGNER:
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GAP
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SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN
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GAP
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PROJECT MGR.
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SURVEY#
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SCALE: 1"=
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KEBS, INC.
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SITE & UTILITY PLAN - PH. 1
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APPROVED BY:
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KYES ENGINEERING BRYAN LAND SURVEYS
AutoCAD SHX Text Marshall Office Ph. 269-781-9800
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2116 HASLETT ROAD, HASLETT, MI 48840 PH. 517-339-1014 FAX. 517-339-8047
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DATE:
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AUTHORIZED BY:
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SHEET OF 9
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JOB #:
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REVISIONS
AutoCAD SHX Text SITE DATA PROPOSED NATURE CENTER IMPROVEMENT TOTAL SITE AREA = 3,916,370 SF = 90.00 ACRES (INCLUDES R.O.W.) ZONING: 102 AGRICULTURAL BUILDING SETBACKS FRONT - 50 FEET SIDES - 25 FEET REAR - 25 FEET PARKING TOTAL PROVIDED: 67 SPACES UTILITIES (EASEMENTS TO BE PROVIDED) SEPTIC TO BE PROVIDED ON SITE WELL TO BE PROVIDED ON SITE
AutoCAD SHX Text SHEET INDEX 1. SITE AND UTILITY PH. 1 PLAN SITE AND UTILITY PH. 1 PLAN 2. EXISTING CONDITIONS & DEMO PLAN EXISTING CONDITIONS & DEMO PLAN 3. GRADING PLAN PH.1 PLAN GRADING PLAN PH.1 PLAN 4. SOIL EROSION CONTROL PLAN SOIL EROSION CONTROL PLAN 5. LANDSCAPE PLAN LANDSCAPE PLAN 6. SITE AND UTILITY PH. 2 PLAN SITE AND UTILITY PH. 2 PLAN 7. GRADING PH. 2 PLAN GRADING PH. 2 PLAN 8. LANDSCAPE PHASE 2 PLAN LANDSCAPE PHASE 2 PLAN 9. DETAILSDETAILS
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APPLICANT/OWNER:
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ENGINEER/SURVEYOR:
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GRATIOT CO SOIL CONSERVATION D PO BOX 166 ITHICA, MI. 48847
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KEBS, INC. 2116 HASLETT RD. HASLETT, MI. 48840 PH:(517) 339-1014
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ARCHITECT
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ROGER DONALDSON 4787 TARTAN LN HOLT, MI. 48842-1935 PH:(517) 694-0011
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(3 WORKING DAYS)
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BEFORE YOU DIG
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(TOLL-FREE)
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CALL MISS DIG
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72 HOURS
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CO
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= AIR CONDITIONING UNIT
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HH
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= HANDHOLE
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EO
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EU
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= DEED LINE
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= DISTANCE NOT TO SCALE
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= FENCE
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= CONIFEROUS TREE
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= DECIDUOUS TREE
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= EDGE OF WOODS
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= OVERHEAD WIRES
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= UNDERGROUND ELECTRIC
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= UNDERGROUND TELEVISION
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= UNDERGROUND TELEPHONE
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= GAS LINE
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= WATER LINE
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= STORM SEWER
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= SANITARY SEWER
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= BUSH
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= ASPHALT
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= CONCRETE
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= EXISTING SPOT ELEVATION
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= EXISTING CONTOUR ELEVATION
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= GRAVEL
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= SANITARY MANHOLE
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= DRAINAGE MANHOLE
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= ELECTRIC MANHOLE
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= TELEPHONE MANHOLE
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= CATCHBASIN
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= SANITARY CLEANOUT
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= FIRE HYDRANT
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= VALVE
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= UTILITY POLE
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= ELECTRIC METER
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= GAS METER
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= WATER METER
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= SOIL BORING
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= SIGN
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= POST
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= GUY POLE
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= GUY WIRE
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= UTILITY PEDESTAL
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= TRANSFORMER
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= LIGHT POLE
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EX. LEGEND
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PROPOSED SAN. M.H.
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PROPOSED HYDRANT
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PROPOSED GATE VALVE
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PROPOSED WATER MAIN
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PROPOSED C.B.
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PROPOSED STORM M.H.
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PROPOSED GRADES
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LEGEND
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PROPOSED TOP OF CURB ELEV.
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PROPOSED SANITARY SEWER
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PROPOSED FIRST FLOOR ELEV.
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PROPOSED TOP OF GROUND ELEV.
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PROPOSED STORM SEWER
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PROPOSED TOP OF WALK ELEV.
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DENOTES S.E.S.C. KEYING SYSTEM
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PROPOSED TOP OF PAV'T ELEV.
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SCALE 1" = 40'
AutoCAD SHX Text SEWER INVENTORIES STM CB #1074 RIM - 806.99' 6" PVC NE - 804.69' SAN CLEANOUTS #2317 RIM - 817.53'
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NO SCALE
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W NORTH COUNTY LINE RD
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W ADAMS RD
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N RICH RD
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W JEFFERSON RD
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N PINGREE RD
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SITE
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TAX ID# 13-001-010-00
AutoCAD SHX Text LEGAL DESCRIPTIONS PER. WARRANTY DEED L. 465, P. 749, GRATIOT COUNTY RECORDS: THE FOLLOWING DESCRIBED PREMISES SITUATED IN THE TOWNSHIP OF SEVILLE, COUNTY OF GRATIOT, AND STATE OF MICHIGAN: SOUTH 90 ACRES OF THE SE 1/4 TO SECTION 1, Tl2N, R4W, MICHIGAN. EXCEPT RIGHT OF WAY OVER AND ACROSS SAID PREMISES GRANTED TO THE CONSUMERS POWER COMPANY, AS SHOWN BY LIBER 235 OF DEEDS, PAGE 20 AND ANY INSTRUMENTS AFFECTING THE SAME. MORE PARTICULARLY DESCRIBED AS SURVEYED: PART OF THE SE l/4 OF SECTION 1, Tl2N-R4W, SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN, DESCRIBED AS COMMENCING AT THE SE CORNER OF SAID SECTION; THENCE S89°04'14"W 2626.68 FEET ALONG THE SOUTH SECTION LINE TO THE S l/4 CORNER OF SAID SECTION; THENCE N00°25'03"W 1491.50 FEET ALONG THE N-S l/4 LINE; THENCE N88°59'51"E 2630.55 FEET TO A POINT ON THE EAST SECTION LINE OF SAID SECTION; THENCE S00°l6'15"E 1491.54 FEET ALONG SAID EAST LINE TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 90.22 ACRES, MORE OR LESS, AND IS SUBJECT TO APPLICABLE EASEMENTS AND SERVITUDES OF USE OR RECORD, IF ANY. THIS DESCRIPTION REFLECTS THE PARCEL CONFIGURATION AS SHOWN ON THE CERTIFICATE OF SURVEY AS RECORDED IN LIBER 845, PAGE 830, GRATIOT COUNTY RECORDS, BY WILLIAM G. TINGLEY. P.S., MICHIGAN LICENSE #30104, DATED DECEMBER 21, 2007, JOB #07716-001. SURVEYOR'S NOTES 1. THIS BOUNDARY SURVEY IS A ENTRACEMENT OF A SURVEY BY WILLIAM G. TINGLEY, P.S. #30104, RECORDED IN LIBER 852, PAGE 896, GRATIOT COUNTY RECORDS. SAID SURVEY REFLECTS THE NORTH PROPERTY LINE LOCATION PER BOUNDARY LINE AGREEMENT RECORDED IN LIBER 845, PAGE 830, GRATIOT COUNTY RECORDS. 2. WETLANDS DELINEATION SHOWN HEREON ARE BASED ON FLAGS PLACED BY CERTUS ENVIROMENTAL ON SEPTEMBER 18, 2024, AS PART OF CERTUS JOB NO. 24-1311. 3. EASEMENT TO CONSUMERS POWER COMPANY, LIBER 235 OF DEEDS, PAGE 20, GRATIOT COUNTY RECORDS, DOES NOT AFFECT SUBJECT PROPERTY AND IS NOT SHOWN HEREON. NO OTHER EASEMENTS DISCOVERED DURING THE COURSE OF THIS SURVEY.
AutoCAD SHX Text 28'x60' Greenhouse
AutoCAD SHX Text Existing Barn to remain
AutoCAD SHX Text Remove Propane Tank
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F.F. BUILDING @ DOOR= 817.62'
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RELOCATE EX. POWER POLES/WIRES
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PROPOSED GRAVEL PARKING (SEE DETAIL)
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SURVEY DONE BY OTHERS
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PROPOSED BLDG ±9,321
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6' SCREENED DUMPSTER
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10-24-25 PRELIMINARY SITE PLAN
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NO.
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ENGINEER
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A. PETRU
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GREGORY
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PROPOSED DRAIN FIELD TO BE DESIGNED BY MATRIX
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C/OUT
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1-28-26 SITE PLAN SUBMITTAL
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4' GATE
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7' TALL FENCE
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PROPOSED SEPTIC TANK (1,500 GAL.) ELEV. = 818.30
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AutoCAD SHX Text PROPOSED DRAIN FIELD 90'x40'x2' (FOR FUTURE)
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2" SAN
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6" DRAIN @ 0.25%
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RIPRAP
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LIFT STATION
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DOUBLE CLEANOUT, TYP.
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4-24-26 FOR BIDDING
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PROPOSED WALK
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PROPOSED WALK
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PROPOSED WALK
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(DESIGN BY OTHERS)
FOREST HILL NATURE CENTER
E-104659
FOREST HILL NATURE CENTER
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N
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STORM CB (#1074) RIM ELEV.= 806.99' I.E. 6", PVC, NE= 804.69'
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SANITARY CLEANOUTS (#2317) LID ELEV.= 817.53'
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FRONT YARD SETBACK 50'
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WETLAND
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GAP
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DESIGNER:
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GAP
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SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN
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GAP
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PROJECT MGR.
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SURVEY#
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SCALE: 1"=
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KEBS, INC.
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EXISTING CONDITIONS & DEMO PLAN
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APPROVED BY:
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KYES ENGINEERING BRYAN LAND SURVEYS
AutoCAD SHX Text Marshall Office Ph. 269-781-9800
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2116 HASLETT ROAD, HASLETT, MI 48840 PH. 517-339-1014 FAX. 517-339-8047
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DATE:
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AUTHORIZED BY:
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SHEET OF 9
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JOB #:
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REVISIONS
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(3 WORKING DAYS)
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BEFORE YOU DIG
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(TOLL-FREE)
AutoCAD SHX Text 800-482-7171
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CALL MISS DIG
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72 HOURS
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CO
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= AIR CONDITIONING UNIT
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HH
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= HANDHOLE
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EO
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EU
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TU
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= DEED LINE
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= DISTANCE NOT TO SCALE
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= FENCE
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= CONIFEROUS TREE
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= DECIDUOUS TREE
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= EDGE OF WOODS
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= OVERHEAD WIRES
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= UNDERGROUND ELECTRIC
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= UNDERGROUND TELEVISION
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= UNDERGROUND TELEPHONE
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= GAS LINE
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= WATER LINE
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= STORM SEWER
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= SANITARY SEWER
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= BUSH
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= ASPHALT
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= CONCRETE
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= EXISTING SPOT ELEVATION
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= EXISTING CONTOUR ELEVATION
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= GRAVEL
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= SANITARY MANHOLE
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= DRAINAGE MANHOLE
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= ELECTRIC MANHOLE
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= TELEPHONE MANHOLE
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= CATCHBASIN
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= SANITARY CLEANOUT
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= FIRE HYDRANT
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= VALVE
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= UTILITY POLE
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= ELECTRIC METER
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= GAS METER
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= WATER METER
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= SOIL BORING
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= SIGN
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= POST
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= GUY POLE
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= GUY WIRE
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= UTILITY PEDESTAL
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= TRANSFORMER
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= LIGHT POLE
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EX. LEGEND
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PROPOSED SAN. M.H.
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PROPOSED HYDRANT
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PROPOSED GATE VALVE
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PROPOSED WATER MAIN
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PROPOSED C.B.
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PROPOSED STORM M.H.
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PROPOSED GRADES
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LEGEND
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PROPOSED TOP OF CURB ELEV.
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PROPOSED SANITARY SEWER
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PROPOSED FIRST FLOOR ELEV.
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PROPOSED TOP OF GROUND ELEV.
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PROPOSED STORM SEWER
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PROPOSED TOP OF WALK ELEV.
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DENOTES S.E.S.C. KEYING SYSTEM
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PROPOSED TOP OF PAV'T ELEV.
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SCALE 1" = 40'
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N. RICH ROAD
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BUILDING
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F.F. BUILDING @ DOOR= 817.62'
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BUILDING
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F.F. BUILDING @ DOOR = 818.01'
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WOOD DECK
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LANDSCAPE AREA
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WOOD DECK
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FENCE-IN AREA
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BUSINESS SIGN
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RELOCATE PROPANE TANK
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POND
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EDGE OF WATER
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EDGE OF WATER
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1/2" REBAR & CAP #30104
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EAST LINE, SECTION 1
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PARCEL
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89.91 ACRES
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POND
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WOOD BRIDGE
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WETLAND DELINEATION (SEE SURVEYOR NOTE FOR INFORMATION)
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WETLAND DELINEATION (SEE SURVEYOR NOTE FOR INFORMATION)
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WETLAND DELINEATION (SEE SURVEYOR NOTE FOR INFORMATION)
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F.F. BUILDING @ DOOR = 818.13'
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F.F. BUILDING @ DOOR = 818.12'
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F.F. BUILDING @ DOOR = 818.14'
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F.F. BUILDING @ DOOR = 818.11'
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F.F. BUILDING @ DOOR = 818.02'
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BUILDING
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F.F. BUILDING @ DOOR= 820.10'
AutoCAD SHX Text SEWER INVENTORIES STM CB #1074 RIM - 806.99' 6" PVC NE - 804.69' SAN CLEANOUTS #2317 RIM - 817.53'
AutoCAD SHX Text LEGAL DESCRIPTIONS PER. WARRANTY DEED L. 465, P. 749, GRATIOT COUNTY RECORDS: THE FOLLOWING DESCRIBED PREMISES SITUATED IN THE TOWNSHIP OF SEVILLE, COUNTY OF GRATIOT, AND STATE OF MICHIGAN: SOUTH 90 ACRES OF THE SE 1/4 TO SECTION 1, Tl2N, R4W, MICHIGAN. EXCEPT RIGHT OF WAY OVER AND ACROSS SAID PREMISES GRANTED TO THE CONSUMERS POWER COMPANY, AS SHOWN BY LIBER 235 OF DEEDS, PAGE 20 AND ANY INSTRUMENTS AFFECTING THE SAME. MORE PARTICULARLY DESCRIBED AS SURVEYED: PART OF THE SE l/4 OF SECTION 1, Tl2N-R4W, SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN, DESCRIBED AS COMMENCING AT THE SE CORNER OF SAID SECTION; THENCE S89°04'14"W 2626.68 FEET ALONG THE SOUTH SECTION LINE TO THE S l/4 CORNER OF SAID SECTION; THENCE N00°25'03"W 1491.50 FEET ALONG THE N-S l/4 LINE; THENCE N88°59'51"E 2630.55 FEET TO A POINT ON THE EAST SECTION LINE OF SAID SECTION; THENCE S00°l6'15"E 1491.54 FEET ALONG SAID EAST LINE TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 90.22 ACRES, MORE OR LESS, AND IS SUBJECT TO APPLICABLE EASEMENTS AND SERVITUDES OF USE OR RECORD, IF ANY. THIS DESCRIPTION REFLECTS THE PARCEL CONFIGURATION AS SHOWN ON THE CERTIFICATE OF SURVEY AS RECORDED IN LIBER 845, PAGE 830, GRATIOT COUNTY RECORDS, BY WILLIAM G. TINGLEY. P.S., MICHIGAN LICENSE #30104, DATED DECEMBER 21, 2007, JOB #07716-001. SURVEYOR'S NOTES 1. THIS BOUNDARY SURVEY IS A ENTRACEMENT OF A SURVEY BY WILLIAM G. TINGLEY, P.S. #30104, RECORDED IN LIBER 852, PAGE 896, GRATIOT COUNTY RECORDS. SAID SURVEY REFLECTS THE NORTH PROPERTY LINE LOCATION PER BOUNDARY LINE AGREEMENT RECORDED IN LIBER 845, PAGE 830, GRATIOT COUNTY RECORDS. 2. WETLANDS DELINEATION SHOWN HEREON ARE BASED ON FLAGS PLACED BY CERTUS ENVIROMENTAL ON SEPTEMBER 18, 2024, AS PART OF CERTUS JOB NO. 24-1311. 3. EASEMENT TO CONSUMERS POWER COMPANY, LIBER 235 OF DEEDS, PAGE 20, GRATIOT COUNTY RECORDS, DOES NOT AFFECT SUBJECT PROPERTY AND IS NOT SHOWN HEREON. NO OTHER EASEMENTS DISCOVERED DURING THE COURSE OF THIS SURVEY. CERTIFICATION I, MICHAEL NEAL VAN FOSSEN, PROFESSIONAL SURVEYOR #71291, CERTIFY THAT THIS SURVEY WAS MADE UNDER MY DIRECTION, THAT ALL CORNERS HAVE BEEN MARKED AS SHOWN, THAT THE RELATIVE POSITIONAL PRECISION OF THE CORNERS IDENTIFIED ON THIS SURVEY AND SHOWN THEREON ARE WITHIN THE LIMITS CONSIDERED ACCEPTABLE BY THOSE IN THE PRACTICE OF PROFESSIONAL SURVEYING, AND THAT THE TOPOGRAPHY SHOWN HEREON IS AN ACCURATE REPRESENTATION OF SITE FEATURES AS OF SEPTEMBER 23, 2024, THE FINAL DATE OF FIELD WORK.
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DEMO DRIVE
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DEMO WALK
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DEMO DRIVE
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ROGER DONALDSON
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NO SCALE
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W NORTH COUNTY LINE RD
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W ADAMS RD
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N RICH RD
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W JEFFERSON RD
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N PINGREE RD
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SITE
AutoCAD SHX Text 10-24-25
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10-24-25 PRELIMINARY SITE PLAN
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
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NO.
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ENGINEER
AutoCAD SHX Text 50958
AutoCAD SHX Text N
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text H
AutoCAD SHX Text C
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A. PETRU
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GREGORY
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AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
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AutoCAD SHX Text E
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EXISTING BUILDINGS TO BE DEMOED DURING NEW CONSTRUCTION
AutoCAD SHX Text A DEMOLITION PERMIT IS REQUIRED, CONTRACTOR SHALL APPLY FOR AND RECEIVE PRIOR TO ANY DEMOLITION. ALL UTILITIES MUST BE PROPERLY SHUT OFF/CAPPED AND/OR REMOVED PRIOR TO STARTING, VERIFY WITH UTILITY COMPANIES AND WITH SEVILLE TOWNSHIP/GRATIOT COUNTY BUILDING AND ENGINEERING DEPARTMENTS. ALL EX. STRUCTURES AND ANY FOUNDATIONS SHALL BE REMOVED FROM THE SITE. DEMOLITION CONTRACTOR SHALL REVIEW ALL ENVIRONMENTAL REPORTS AND DISPOSE OF ALL EXISTING AND REMOVED MATERIALS AS REQUIRED BY ENVIRONMENTAL REPORT AND RECOMMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR COMPLETE DEMOLITION OF ALL ITEMS WITHIN DEMOLITION LIMITS, INCLUDING ITEMS THAT MAY NOT BE SPECIFICALLY SHOWN. IF CONTRACTOR HAS ANY DEMOLITION QUESTIONS THEY SHALL BE REQUESTED TO OWNER/ARCHITECT/ENGINEER PRIOR TO STARTING WORK.
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DEMOLITION NOTES:
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DEMO TREE (TYP)
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DEMO TREE (TYP)
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1-28-26 SITE PLAN SUBMITTAL
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RELOCATE SIGNS
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RELOCATE SIGNS
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RELOCATE SIGNS
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RELOCATE SIGNS
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4-24-26 FOR BIDDING
RELOCATE BENCH
SE
G
T
E-104659
LOCATION MAP
N
FOREST HILL NATURE CENTER
FOREST HILL NATURE CENTER
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STORM CB (#1074) RIM ELEV.= 806.99' I.E. 6", PVC, NE= 804.69'
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SANITARY CLEANOUTS (#2317) LID ELEV.= 817.53'
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WETLAND
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SANITARY CLEANOUTS (#2317) LID ELEV.= 817.53'
AutoCAD SHX Text N
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AutoCAD SHX Text 40'
AutoCAD SHX Text 10-24-25
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GAP
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DESIGNER:
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GAP
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SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN
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GAP
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PROJECT MGR.
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SURVEY#
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SCALE: 1"=
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KEBS, INC.
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GRADING PLAN - PH.1
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APPROVED BY:
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KYES ENGINEERING BRYAN LAND SURVEYS
AutoCAD SHX Text Marshall Office Ph. 269-781-9800
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2116 HASLETT ROAD, HASLETT, MI 48840 PH. 517-339-1014 FAX. 517-339-8047
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DATE:
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AUTHORIZED BY:
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SHEET OF 9
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JOB #:
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REVISIONS
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(3 WORKING DAYS)
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BEFORE YOU DIG
AutoCAD SHX Text
(TOLL-FREE)
AutoCAD SHX Text 800-482-7171
AutoCAD SHX Text
CALL MISS DIG
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
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CO
AutoCAD SHX Text D
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= AIR CONDITIONING UNIT
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HH
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= HANDHOLE
AutoCAD SHX Text C
AutoCAD SHX Text G
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EO
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EU
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TU
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AutoCAD SHX Text +860
AutoCAD SHX Text x x x
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= DEED LINE
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= DISTANCE NOT TO SCALE
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= FENCE
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= CONIFEROUS TREE
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= DECIDUOUS TREE
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= EDGE OF WOODS
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= OVERHEAD WIRES
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= UNDERGROUND ELECTRIC
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= UNDERGROUND TELEVISION
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= UNDERGROUND TELEPHONE
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= GAS LINE
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= WATER LINE
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= STORM SEWER
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= SANITARY SEWER
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= BUSH
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= ASPHALT
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= CONCRETE
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= EXISTING SPOT ELEVATION
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= EXISTING CONTOUR ELEVATION
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= GRAVEL
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= SANITARY MANHOLE
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= DRAINAGE MANHOLE
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= ELECTRIC MANHOLE
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= TELEPHONE MANHOLE
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= CATCHBASIN
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= SANITARY CLEANOUT
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= FIRE HYDRANT
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= VALVE
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= UTILITY POLE
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= ELECTRIC METER
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= GAS METER
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= WATER METER
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= SOIL BORING
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= SIGN
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= POST
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= GUY POLE
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= GUY WIRE
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= UTILITY PEDESTAL
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= TRANSFORMER
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= LIGHT POLE
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EX. LEGEND
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PROPOSED SAN. M.H.
AutoCAD SHX Text D
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AutoCAD SHX Text T/C 800.00
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PROPOSED HYDRANT
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PROPOSED GATE VALVE
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PROPOSED WATER MAIN
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PROPOSED C.B.
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PROPOSED STORM M.H.
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PROPOSED GRADES
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AutoCAD SHX Text F-F 800.00
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AutoCAD SHX Text T/G 800.00
AutoCAD SHX Text T/W 800.00
AutoCAD SHX Text T/P 800.00
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LEGEND
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PROPOSED TOP OF CURB ELEV.
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PROPOSED SANITARY SEWER
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PROPOSED FIRST FLOOR ELEV.
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PROPOSED TOP OF GROUND ELEV.
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PROPOSED STORM SEWER
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PROPOSED TOP OF WALK ELEV.
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DENOTES S.E.S.C. KEYING SYSTEM
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PROPOSED TOP OF PAV'T ELEV.
AutoCAD SHX Text 120'
AutoCAD SHX Text 80'
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
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SCALE 1" = 40'
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NO SCALE
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W NORTH COUNTY LINE RD
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W ADAMS RD
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N RICH RD
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W JEFFERSON RD
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N PINGREE RD
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SITE
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TAX ID# 13-001-010-00
AutoCAD SHX Text SEWER INVENTORIES STM CB #1074 RIM - 806.99' 6" PVC NE - 804.69' SAN CLEANOUTS #2317 RIM - 817.53'
AutoCAD SHX Text T/W 816.65
AutoCAD SHX Text T/W 816.65
AutoCAD SHX Text T/W 816.70
AutoCAD SHX Text T/W 816.70
AutoCAD SHX Text T/W 816.70
AutoCAD SHX Text T/W 816.60
AutoCAD SHX Text T/W 816.60
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 816.95
AutoCAD SHX Text T/W 817.10
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 816.90
AutoCAD SHX Text T/W 817.10
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 817.00
AutoCAD SHX Text T/W 817.00
AutoCAD SHX Text T/W 816.80
AutoCAD SHX Text T/W 816.80
AutoCAD SHX Text 817.20
AutoCAD SHX Text T/G 813.85
AutoCAD SHX Text T/G 813.80
AutoCAD SHX Text T/G 813.70
AutoCAD SHX Text T/G 813.85
AutoCAD SHX Text T/G 813.10
AutoCAD SHX Text 820.10
AutoCAD SHX Text 817.62
AutoCAD SHX Text 818.05
AutoCAD SHX Text T/G 815.45
AutoCAD SHX Text T/G 815.85
AutoCAD SHX Text T/G 814.75
AutoCAD SHX Text T/G 815.25
AutoCAD SHX Text T/G 816.00
AutoCAD SHX Text T/G 816.35
AutoCAD SHX Text T/G
AutoCAD SHX Text 813.10
AutoCAD SHX Text T/G 812.40
AutoCAD SHX Text T/G 812.40
AutoCAD SHX Text T/G 811.40
AutoCAD SHX Text T/W 816.80
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ROGER DONALDSON
AutoCAD SHX Text T/G 816.30
AutoCAD SHX Text T/G 816.10
AutoCAD SHX Text T/G 816.10
AutoCAD SHX Text T/G 816.05
AutoCAD SHX Text T/G 814.15
AutoCAD SHX Text T/G 813.95
AutoCAD SHX Text T/G 813.85
AutoCAD SHX Text T/G 813.10
AutoCAD SHX Text T/G 813.85
AutoCAD SHX Text T/W 817.10
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 816.90
AutoCAD SHX Text T/W 816.80
AutoCAD SHX Text T/W 817.10
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 817.00
AutoCAD SHX Text T/W 817.00
AutoCAD SHX Text T/G 816.30
AutoCAD SHX Text T/G 816.35
AutoCAD SHX Text T/G 816.35
AutoCAD SHX Text T/G 816.35
AutoCAD SHX Text 817.20
AutoCAD SHX Text 60'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text 0'
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SCALE 1" = 20'
AutoCAD SHX Text N
AutoCAD SHX Text
ENLARGED VIEW
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OVERFLOW SPILLWAY (SEE DETAIL)
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10-24-25 PRELIMINARY SITE PLAN
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
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NO.
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ENGINEER
AutoCAD SHX Text 50958
AutoCAD SHX Text N
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text H
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A. PETRU
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GREGORY
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AutoCAD SHX Text I
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AutoCAD SHX Text T/W 817.10
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 817.10
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 817.00
AutoCAD SHX Text T/W 817.00
AutoCAD SHX Text T/W 816.50
AutoCAD SHX Text T/W 816.55
AutoCAD SHX Text T/W 817.80
AutoCAD SHX Text T/W 817.70
AutoCAD SHX Text T/W 816.45
AutoCAD SHX Text T/W 816.60
AutoCAD SHX Text T/W 816.75
AutoCAD SHX Text T/W 816.65
AutoCAD SHX Text T/W 817.05
AutoCAD SHX Text T/W 816.95
AutoCAD SHX Text T/W 816.85
AutoCAD SHX Text T/W 816.80
AutoCAD SHX Text T/G 813.25
AutoCAD SHX Text T/G 811.60
AutoCAD SHX Text T/G 810.50
AutoCAD SHX Text T/G 808.90
AutoCAD SHX Text T/G 808.70
AutoCAD SHX Text T/G 809.60
AutoCAD SHX Text T/G 811.30
AutoCAD SHX Text T/G 808.85
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1-28-26 SITE PLAN SUBMITTAL
AutoCAD SHX Text T/W 817.00
AutoCAD SHX Text T/W 816.60
AutoCAD SHX Text T/W 816.45
AutoCAD SHX Text T/W 816.90
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4-24-26 FOR BIDDING
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SEE ENLARGED VIEW, THIS PAGE
AutoCAD SHX Text T/W 816.90
AutoCAD SHX Text T/W 816.90
AutoCAD SHX Text T/W 816.85
AutoCAD SHX Text T/W 816.90
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T/BANK 812.80
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T/BANK 812.80
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T/BANK 812.80
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T/BANK 812.80
AutoCAD SHX Text T/G 812.00
AutoCAD SHX Text T/G 812.00
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T/G-MATCH EX. ±809.25
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T/G-MATCH EX. ±809.18
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T/G-MATCH EX. ±809.16
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T/G-MATCH EX. ±809.30
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6" ROCK RIP-RAP
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ELEV. 812.40
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ELEV. 812.40
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ELEV. 812.20
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ELEV. 812.20
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ELEV. 811.00
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ELEV. 812.80
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T/BERM ELEV. 812.80
AutoCAD SHX Text A
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ELEV. 811.00
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ELEV. 811.00
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ELEV. 811.30
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DETENTION AREA
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4:1 BERM SLOPE
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STABILIZED EMERGENCY OVERFLOW SPILLWAY
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3:1 SIDESLOPES
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3:1 SIDESLOPES
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STABILIZED LEVEL SPREADER (SEE DETAIL THIS SHEET)
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SCALE: 1"=4'
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%%USTABILIZED EMERGENCY OVERFLOW SPILLWAY
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ELEV. 812.80
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T/BERM ELEV. 812.80
AutoCAD SHX Text A
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ELEV. 811.30
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SPILLWAY ELEV. 812.40
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6" ROCK RIP-RAP
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THICKNESS = 14"
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%%USECTION A-A
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GEOTEXTILE
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FABRIC
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TOP OF BERM ELEV. 812.80
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ELEV. 811.00
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ELEV. 812.00
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ELEV. 812.00
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315 LF 6" STM @ 0.25%
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3 SYD RIPRAP
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DOUBLE CLEANOUT, TYP.
AutoCAD SHX Text 6" I.E. 814.25
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RELOCATE EX. POWER POLES/WIRES
(DESIGN BY OTHERS)
SE
G
T
LOCATION MAP
E-104659
N
FOREST HILL NATURE CENTER
FOREST HILL NATURE CENTER
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STORM CB (#1074) RIM ELEV.= 806.99' I.E. 6", PVC, NE= 804.69'
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SANITARY CLEANOUTS (#2317) LID ELEV.= 817.53'
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WETLAND
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NO SCALE
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W NORTH COUNTY LINE RD
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W ADAMS RD
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N RICH RD
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W JEFFERSON RD
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N PINGREE RD
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GAP
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DESIGNER:
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GAP
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SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN
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GAP
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PROJECT MGR.
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SURVEY#
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SCALE: 1"=
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KEBS, INC.
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SOIL EROSION CONTROL PLAN - PH. 1
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APPROVED BY:
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KYES ENGINEERING BRYAN LAND SURVEYS
AutoCAD SHX Text Marshall Office Ph. 269-781-9800
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2116 HASLETT ROAD, HASLETT, MI 48840 PH. 517-339-1014 FAX. 517-339-8047
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DATE:
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AUTHORIZED BY:
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SHEET OF 9
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JOB #:
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REVISIONS
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(3 WORKING DAYS)
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BEFORE YOU DIG
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(TOLL-FREE)
AutoCAD SHX Text 800-482-7171
AutoCAD SHX Text
CALL MISS DIG
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72 HOURS
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
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CO
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= AIR CONDITIONING UNIT
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HH
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= HANDHOLE
AutoCAD SHX Text C
AutoCAD SHX Text G
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EO
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EU
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TU
AutoCAD SHX Text G
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AutoCAD SHX Text +860
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= DEED LINE
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= DISTANCE NOT TO SCALE
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= FENCE
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= CONIFEROUS TREE
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= DECIDUOUS TREE
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= EDGE OF WOODS
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= OVERHEAD WIRES
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= UNDERGROUND ELECTRIC
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= UNDERGROUND TELEVISION
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= UNDERGROUND TELEPHONE
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= GAS LINE
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= WATER LINE
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= STORM SEWER
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= SANITARY SEWER
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= BUSH
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= ASPHALT
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= CONCRETE
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= EXISTING SPOT ELEVATION
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= EXISTING CONTOUR ELEVATION
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= GRAVEL
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= SANITARY MANHOLE
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= DRAINAGE MANHOLE
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= ELECTRIC MANHOLE
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= TELEPHONE MANHOLE
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= CATCHBASIN
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= SANITARY CLEANOUT
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= FIRE HYDRANT
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= VALVE
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= UTILITY POLE
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= ELECTRIC METER
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= GAS METER
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= WATER METER
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= SOIL BORING
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= SIGN
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= POST
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= GUY POLE
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= GUY WIRE
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= UTILITY PEDESTAL
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= TRANSFORMER
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= LIGHT POLE
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EX. LEGEND
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PROPOSED SAN. M.H.
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PROPOSED HYDRANT
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PROPOSED GATE VALVE
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PROPOSED WATER MAIN
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PROPOSED C.B.
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PROPOSED STORM M.H.
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PROPOSED GRADES
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LEGEND
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PROPOSED TOP OF CURB ELEV.
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PROPOSED SANITARY SEWER
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PROPOSED FIRST FLOOR ELEV.
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PROPOSED TOP OF GROUND ELEV.
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PROPOSED STORM SEWER
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PROPOSED TOP OF WALK ELEV.
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DENOTES S.E.S.C. KEYING SYSTEM
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PROPOSED TOP OF PAV'T ELEV.
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SCALE 1" = 40'
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SITE
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TAX ID# 13-001-010-00
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CONSTRUCTION SCHEDULE & SEQUENCING:
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PLACE AND MAINTAIN TEMPORARY EROSION CONTROLS
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TOPSOIL STRIPPING & STOCKPILING
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DEMOLITION AND ON-SITE UTILITIES CONSTRUCTION
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SITE GRADING & EARTHWORK
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FINAL INSPECTIONS & REMOVE TEMPORARY EROSION
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PERMANENT SEEDING
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CONTROLS
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PARKING AND WALK CONSTRUCTION
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TOPSOIL SPREADING
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JUNE
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MAY
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AUGUST
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SEPTEMBER
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OCTOBER
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NOVEMBER
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DECEMBER
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JANUARY
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FEBRUARY
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JULY
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APRIL
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MARCH
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TOTAL ACRES = 89.907 ACRES
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SILT FENCE (TYP.)
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DISTURBANCE (TYP.)
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LIMITS OF EARTH
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AREA DISTURBED = 3.887 ACRES
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DENOTES PROPOSED DRAINAGE FLOW
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DENOTES EXISTING DRAINAGE FLOW
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REMOVE EXCESS SOIL FROM THE SITE AND DISPOSE
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PROPERLY IN ACCORDANCE WITH APPLICABLE REGULATIONS
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NOTE:
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INLET PROTECTION FABRIC DROP
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SILT FENCE
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PERMANENT SEEDING
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WHERE USED
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BEST MANAGEMENT PRACTICES
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KEY
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SYMBOL
AutoCAD SHX Text Stabilization method utilized on sites where earth change
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AutoCAD SHX Text Use adjacent to critical areas, to prevent sediment laden sheet
AutoCAD SHX Text Use at stormwater inlets, especially at construction sites.
AutoCAD SHX Text %%U%% S-E-S-C KEYING SYSTEM %%u%%
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MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET
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STABILIZED CONSTRUCTION ACCESS
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AutoCAD SHX Text Used at every point where construction traffic enters or leaves
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RIPRAP
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AutoCAD SHX Text Use along shorelines, waterways, or where concentrated flows
AutoCAD SHX Text occur. Slows velocity, reduces sediment load, and reduces
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AutoCAD SHX Text NOTE: STORM WATER RUNOFF FROM THIS SITE WILL NOT ADVERSELY AFFECT ADJACENT PROPERTIES.
AutoCAD SHX Text NOTE: ANY STOCKPILING OF SOIL SHALL BE SURROUNDED BY SILT FENCE. SEEDED IF LEFT OVER 30 DAYS.
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SOIL EROSION CONTROL NOTES:
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1. ALL SOIL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SEVILLE ALL SOIL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SEVILLE TOWNSHIP'S REQUIREMENTS AND PROJECT SPECIFICATIONS.
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2. ANY EROSION OR SEDIMENT FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT BE ANY EROSION OR SEDIMENT FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT BE ALLOWED TO COLLECT ON ANY OFF-SITE AREAS, OR IN WATERWAYS; WATERWAYS INCLUDE BOTH NATURAL AND MANMADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS.
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3. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED AND AS CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED AND AS DIRECTED ON THESE PLANS. ALL TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR AT COMMENCEMENT OF CONSTRUCTION ACTIVITY. HE SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF SLOPES, DITCHES AND OTHER EARTH CHANGES HAVE BEEN ESTABLISHED.
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4. DUST CONTROL WILL BE EXERCISED AT ALL TIMES WITHIN THE PROJECT BY THE CONTRACTORS. SPRINKLING DUST CONTROL WILL BE EXERCISED AT ALL TIMES WITHIN THE PROJECT BY THE CONTRACTORS. SPRINKLING TANK TRUCKS SHALL BE AVAILABLE AT ALL TIMES TO BE USED ON HAUL ROUTES OR OTHER PLACES WHERE DUST BECOMES A PROBLEM.
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5. SEDIMENT @ C.B.'s SHALL BE REMOVED AFTER EVERY STORM. SEEDING OF EXPOSED AREAS SHALL BE SEDIMENT @ C.B.'s SHALL BE REMOVED AFTER EVERY STORM. SEEDING OF EXPOSED AREAS SHALL BE COMPLETED WITHIN 5 DAYS OF FINAL GRADING.
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6. ALL DISTURBED AREAS WILL RECEIVE PERMANENT EROSION CONTROL WITHIN 5 DAYS OF FINAL GRADING. AREAS ALL DISTURBED AREAS WILL RECEIVE PERMANENT EROSION CONTROL WITHIN 5 DAYS OF FINAL GRADING. AREAS NOT STABILIZED SHALL BE DIVERTED TOWARD RETENTION/SEDIMENT BASINS.
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7. WEATHER AND UNFORESEEN DELAYS MAY RESULT IN EXTENSION OF CONSTRUCTION SCHEDULE.WEATHER AND UNFORESEEN DELAYS MAY RESULT IN EXTENSION OF CONSTRUCTION SCHEDULE.
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8. SITE DEVELOPMENT CONTRACTOR SHALL INSPECT SOIL EROSION CONTROL MEASURES ON A DAILY BASIS, MORE SITE DEVELOPMENT CONTRACTOR SHALL INSPECT SOIL EROSION CONTROL MEASURES ON A DAILY BASIS, MORE OFTEN IF NECESSARY. ANY NEEDED REPAIRS SHALL BE PROMPTLY MADE.
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9. SITE DEVELOPMENT CONTRACTOR SHALL MEET WITH SOIL EROSION ENFORCEMENT OFFICER PRIOR TO START OF SITE DEVELOPMENT CONTRACTOR SHALL MEET WITH SOIL EROSION ENFORCEMENT OFFICER PRIOR TO START OF WORK.
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10. ALL DISTURBANCE SHALL BE KEPT AT LEAST 25' FROM WATER FEATURES LEAVING AN UNDISTURBED VEGETATION ALL DISTURBANCE SHALL BE KEPT AT LEAST 25' FROM WATER FEATURES LEAVING AN UNDISTURBED VEGETATION BUFFER, UNLESS ADDITIONAL SESC MEASURES ARE PROPOSED AND APPROVED BY SEVILLE TOWNSHIP.
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11. EACH DISTURBANCE ADJACENT TO WETLANDS, INLAND STREAMS & LAKES, OR ADJACENT TO SLOPES GREATER EACH DISTURBANCE ADJACENT TO WETLANDS, INLAND STREAMS & LAKES, OR ADJACENT TO SLOPES GREATER THAN 8% SHALL BE TOPSOILED, SEEDED, AND EROSION CONTROL MATTING APPROPRIATE FOR THE SLOPE CONDITIONS INSTALLED, WITHIN 3 DAYS OF FINAL GRADING OR FINAL ACTIVITY OF THOSE AREAS.
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12. STOCK PILE AREAS SHALL BE LOCATED GREATER THAN 25' FROM WETLANDS & INLAND STREAMS & LAKES, STOCK PILE AREAS SHALL BE LOCATED GREATER THAN 25' FROM WETLANDS & INLAND STREAMS & LAKES, AND AT LEAST 25' FROM PROPERTY LINES.
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13. WATER FROM TRENCHES AND OTHER EXCAVATIONS SHALL BE PUMPED INTO A FILTRATION BAG TO REMOVE WATER FROM TRENCHES AND OTHER EXCAVATIONS SHALL BE PUMPED INTO A FILTRATION BAG TO REMOVE SEDIMENT FROM THE WATER.
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14. THE PROJECT SITE IS NOT WITHIN 500 FT. OF A STREAM, LAKE OR DRAINAGE CHANNEL.THE PROJECT SITE IS NOT WITHIN 500 FT. OF A STREAM, LAKE OR DRAINAGE CHANNEL.
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15. ANY DEBRIS, MUD/DIRT ON ANY PAVED AREA RESULTING FROM CONSTRUCTION TRAFFIC SHALL BE CLEANED ANY DEBRIS, MUD/DIRT ON ANY PAVED AREA RESULTING FROM CONSTRUCTION TRAFFIC SHALL BE CLEANED AND/OR SWEPT IN A PROMPT MANNER.
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16. REMOVE EXCESS SOIL FROM THE SITE AND DISPOSE OF PROPERLY IN ACCORDANCE WITH APPLICABLE REMOVE EXCESS SOIL FROM THE SITE AND DISPOSE OF PROPERLY IN ACCORDANCE WITH APPLICABLE REGULATIONS.
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SEQUENCE OF CONSTRUCTION
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1. INSTALL ALL TEMPORARY SILT FENCE PER PLAN AND AS SHOWN ON DETAILINSTALL ALL TEMPORARY SILT FENCE PER PLAN AND AS SHOWN ON DETAIL
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2. USE CONSTRUCTION ENTRANCE'S AS SHOWN ON PLAN FOR CONSTRUCTION ENTRANCE/EXIT.USE CONSTRUCTION ENTRANCE'S AS SHOWN ON PLAN FOR CONSTRUCTION ENTRANCE/EXIT.
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3. INSTALL INLET PROTECTION FABRIC DROPS BETWEEN THE FRAME AND COVER OF ALL INSTALL INLET PROTECTION FABRIC DROPS BETWEEN THE FRAME AND COVER OF ALL EXISTING YARD BASINS OR INLETS WHICH MAY BE SUSCEPTIBLE TO SEDIMENT EROSION FROM THE PROPOSED CONSTRUCTION AS SHOWN IN THESE PLANS.
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4. WHILE MAINTAINING A VEGETATIVE BUFFER WHENEVER POSSIBLE STRIP AND STOCKPILE WHILE MAINTAINING A VEGETATIVE BUFFER WHENEVER POSSIBLE STRIP AND STOCKPILE TOPSOIL ABOVE AREAS OF PROPOSED EXCAVATION OR GRADING FOR LATER USE ON SITE PLACE STOCKPILED TOPSOIL IN AREAS WHICH ARE NEITHER SUBJECT TO NOR ALONG STEEP SLOPES SEED AND MULCH STOCKPILES IMMEDIATELY TO PREVENT HIGH RUNOFF WIND BLOWN SEDIMENT POLLUTION AND EXCESSIVE DUST.
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5. EXCAVATE FOR PROPOSED BUILDING, SIDEWALKS & UTILITIES CONSTRUCTION AS NECESSARY. EXCAVATE FOR PROPOSED BUILDING, SIDEWALKS & UTILITIES CONSTRUCTION AS NECESSARY. DO NOT EXPOSE AREAS FAR IN ADVANCE OF THE PROPOSED CONSTRUCTION FOR THAT AREA. ROUGHEN AND SCARIFY EXPOSED SURFACES TO REDUCE RUNOFF VELOCITY AND SEDIMENTATION. MAINTAIN VEGETATION WHENEVER POSSIBLE TO PROVIDE A NATURAL BUFFER.
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6. TOPSOIL, SEED, FERTILIZE AND MULCH ALL EXPOSED AREAS AS SOON AS FEASIBLE TO TOPSOIL, SEED, FERTILIZE AND MULCH ALL EXPOSED AREAS AS SOON AS FEASIBLE TO PROTECT AND RESTORE PERMANENT VEGETATION.
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7. WATER EXPOSED GROUND REGULARLY TO CONTROL AIRBORNE PARTICULATE MATTER.WATER EXPOSED GROUND REGULARLY TO CONTROL AIRBORNE PARTICULATE MATTER.
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8. THE SOIL EROSION PERMITTEE IS RESPONSIBLE FOR ENSURING THAT ALL PERMANENT THE SOIL EROSION PERMITTEE IS RESPONSIBLE FOR ENSURING THAT ALL PERMANENT AND TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS ARE INSTALLED CORRECTLY AND MAINTAINED UNTIL PERMANENT VEGETATION IS REESTABLISHED IN ALL EXPOSED AREAS.
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9. THE SITE WILL BE PERIODICALLY INSPECTED BY SEVILLE TOWNSHIP. THE CONTRACTOR SHALL BECOME THE SITE WILL BE PERIODICALLY INSPECTED BY SEVILLE TOWNSHIP. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE RULES AND REGULATIONS OF THAT OFFICE
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10. UPON FINAL APPROVED INSPECTION OF THE COMPLETED CONSTRUCTION BY ALL REVIEWING UPON FINAL APPROVED INSPECTION OF THE COMPLETED CONSTRUCTION BY ALL REVIEWING AGENCIES, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES.
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11. ANY CONSTRUCTION ACCESS ROAD WILL BE PROTECTED WITH CRUSHED STONE OR CRUSHED ANY CONSTRUCTION ACCESS ROAD WILL BE PROTECTED WITH CRUSHED STONE OR CRUSHED CONCRETE, AGGREGATE SIZE 1"-2".
AutoCAD SHX Text LEGAL DESCRIPTIONS PER. WARRANTY DEED L. 465, P. 749, GRATIOT COUNTY RECORDS: THE FOLLOWING DESCRIBED PREMISES SITUATED IN THE TOWNSHIP OF SEVILLE, COUNTY OF GRATIOT, AND STATE OF MICHIGAN: SOUTH 90 ACRES OF THE SE 1/4 TO SECTION 1, Tl2N, R4W, MICHIGAN. EXCEPT RIGHT OF WAY OVER AND ACROSS SAID PREMISES GRANTED TO THE CONSUMERS POWER COMPANY, AS SHOWN BY LIBER 235 OF DEEDS, PAGE 20 AND ANY INSTRUMENTS AFFECTING THE SAME. MORE PARTICULARLY DESCRIBED AS SURVEYED: PART OF THE SE l/4 OF SECTION 1, Tl2N-R4W, SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN, DESCRIBED AS COMMENCING AT THE SE CORNER OF SAID SECTION; THENCE S89°04'14"W 2626.68 FEET ALONG THE SOUTH SECTION LINE TO THE S l/4 CORNER OF SAID SECTION; THENCE N00°25'03"W 1491.50 FEET ALONG THE N-S l/4 LINE; THENCE N88°59'51"E 2630.55 FEET TO A POINT ON THE EAST SECTION LINE OF SAID SECTION; THENCE S00°l6'15"E 1491.54 FEET ALONG SAID EAST LINE TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 90.22 ACRES, MORE OR LESS, AND IS SUBJECT TO APPLICABLE EASEMENTS AND SERVITUDES OF USE OR RECORD, IF ANY. THIS DESCRIPTION REFLECTS THE PARCEL CONFIGURATION AS SHOWN ON THE CERTIFICATE OF SURVEY AS RECORDED IN LIBER 845, PAGE 830, GRATIOT COUNTY RECORDS, BY WILLIAM G. TINGLEY. P.S., MICHIGAN LICENSE #30104, DATED DECEMBER 21, 2007, JOB #07716-001.
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ROGER DONALDSON
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AutoCAD SHX Text SOIL TYPE: CpcaaB - Capac loam, 0-4% slopes MaB - Marlette sandy loam, 2-6% slopes MeA - Metamora-Capac sandy loams, 0-2% slopes SeA - Selfridge loamy sand, till plain, 0-2% slopes Th - Thomas muck
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AutoCAD SHX Text 10-24-25
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10-24-25 PRELIMINARY SITE PLAN
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NO.
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ENGINEER
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A. PETRU
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GREGORY
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1-28-26 SITE PLAN SUBMITTAL
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SILT FENCE (TYP.)
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SILT FENCE (TYP.)
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DISTURBANCE (TYP.)
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LIMITS OF EARTH
4-24-26 FOR BIDDING
SE
G
T
LOCATION MAP
E-104659
N
FOREST HILL NATURE CENTER
FOREST HILL NATURE CENTER
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STORM CB (#1074) RIM ELEV.= 806.99' I.E. 6", PVC, NE= 804.69'
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SANITARY CLEANOUTS (#2317) LID ELEV.= 817.53'
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FRONT YARD SETBACK 50'
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WETLAND
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NO SCALE
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W NORTH COUNTY LINE RD
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W ADAMS RD
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N RICH RD
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W JEFFERSON RD
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N PINGREE RD
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AutoCAD SHX Text 40'
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GAP
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DESIGNER:
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GAP
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SEVILLE TOWNSHIP, GRATIOT COUNTY, MICHIGAN
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GAP
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PROJECT MGR.
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SURVEY#
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SCALE: 1"=
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KEBS, INC.
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LANDSCAPE PLAN - PH. 1
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APPROVED BY:
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KYES ENGINEERING BRYAN LAND SURVEYS
AutoCAD SHX Text Marshall Office Ph. 269-781-9800
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2116 HASLETT ROAD, HASLETT, MI 48840 PH. 517-339-1014 FAX. 517-339-8047
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DATE:
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AUTHORIZED BY:
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SHEET OF 9
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JOB #:
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REVISIONS
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(3 WORKING DAYS)
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BEFORE YOU DIG
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(TOLL-FREE)
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CALL MISS DIG
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72 HOURS
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CO
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= AIR CONDITIONING UNIT
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HH
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= HANDHOLE
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EO
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EU
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TU
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= DEED LINE
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= DISTANCE NOT TO SCALE
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= FENCE
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= CONIFEROUS TREE
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= DECIDUOUS TREE
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= EDGE OF WOODS
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= OVERHEAD WIRES
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= UNDERGROUND ELECTRIC
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= UNDERGROUND TELEVISION
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= UNDERGROUND TELEPHONE
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= GAS LINE
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= WATER LINE
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= STORM SEWER
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= SANITARY SEWER
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= BUSH
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= ASPHALT
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= CONCRETE
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= EXISTING SPOT ELEVATION
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= EXISTING CONTOUR ELEVATION
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= GRAVEL
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= SANITARY MANHOLE
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= DRAINAGE MANHOLE
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= ELECTRIC MANHOLE
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= TELEPHONE MANHOLE
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= CATCHBASIN
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= SANITARY CLEANOUT
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= FIRE HYDRANT
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= VALVE
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= UTILITY POLE
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= ELECTRIC METER
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= GAS METER
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= WATER METER
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= SOIL BORING
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= SIGN
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= POST
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= GUY POLE
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= GUY WIRE
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= UTILITY PEDESTAL
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= TRANSFORMER
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= LIGHT POLE
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EX. LEGEND
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PROPOSED SAN. M.H.
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PROPOSED HYDRANT
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PROPOSED GATE VALVE
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PROPOSED WATER MAIN
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PROPOSED C.B.
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PROPOSED STORM M.H.
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PROPOSED GRADES
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LEGEND
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PROPOSED TOP OF CURB ELEV.
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PROPOSED SANITARY SEWER
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PROPOSED FIRST FLOOR ELEV.
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PROPOSED TOP OF GROUND ELEV.
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PROPOSED STORM SEWER
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PROPOSED TOP OF WALK ELEV.
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DENOTES S.E.S.C. KEYING SYSTEM
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PROPOSED TOP OF PAV'T ELEV.
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SCALE 1" = 40'
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SITE
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TAX ID# 13-001-010-00
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SHRUB PLANTING DETAIL
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NOT TO SCALE
A…
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