HomeMy WebLinkAboutOrdinances - 23-14 - 03/06/2023 - Development Agreement Cunat Fox Meadows CITY OF MCHENRY
MCHENRY COUNTY
STATE OF ILLINOIS
Ordinance 23-14
AN ORDINANCE AUTHORIZING THE MAYOR'S EXECUTION OF A
DEVELOPMENT AGREEMENT BETWEEN THE CITY OF MCHENRY AND
CUNAT INC.
Passed by the
Mayor and City Council
Of the
City of McHenry
McHenry County
State of Illinois
March 6, 2023
Published in pamphlet form by authority of the Mayor and City Council of the City
of McHenry, McHenry County,Illinois this 7th day of March 2023
ORDINANCE NO 23-14
AN ORDINANCE AUTHORIZING THE MAYOR'S EXECUTION OF A DEVELOPMENT AGREEMENT
BETWEEN THE CITY OF MCHENRY AND CUNAT INC.
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City's home rule powers and functions
as granted in the Constitution of the State of Illinois; and
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS,AS FOLLOWS:
SECT.��N 1: City of McHenry/Cunat Development Agreement—Veterans Parkway
bearing the date of March 6, 2023 between the City of McHenry and Cunat, Inc., Brian Cunat,
individually, and John Cunat, individually, is attached to this ordinance and incorporated herein
by reference as Exhibit "A".
SECTION 2: The Mayor and City Clerk are hereby authorized to affix their signatures as
Mayor and City Clerk to said Agreement for the uses and purposes therein set forth.
SECT_ �ON 3: All Ordinance or parts thereof in conflict with the terms and provisions
hereof are hereby repealed to the extent of such conflict.
SECTION 4: This Ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 5: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided by law.
Passed this 6th day of March, 2023.
Alderman Devine A es Nays Absent Abstain
x
Alderman Glab X
Alderman Harding x
Alderman Strach X
Alderwoman Miller X
Alderman Santi X
Alderman McClatchey x
�� '�. ��l�,./ � ?'�c.
Wa c ctt, Mayor �
Trisha Ramel, City Clerk
EXHIBIT A
City of McHenry/Cunat Development Agreement—Veterans Parkway dated March 6,
2023
1
City of McHenry/Cunat Development
Agreement—Veterans Parkway
This Development Agreement (“Agreement”) made and entered into this day of
March, 2023, by and between the City of McHenry, an Illinois municipal corporation (“City”),
and Cunat, Inc., Brian Cunat, individually, and John Cunat, individually (collectively, “Cunats”).
RECITALS
A. WHEREAS, Cunats are the contract buyers of Lots 2 through 15 and Lot 17 in Prairie
Point Business Park, legally described and depicted on the attached Exhibit A,
consisting of approximately 37.561 acres (“Subject Property”).
B. WHEREAS, The Subject Property is currently vacant and classified RM-2 High
Density Multi-Family Residential, pursuant to the City’s Zoning Ordinance.
NOW, THEREFORE, in consideration of the mutual promises set forth herein and other
good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
the CITY and Cunats, it is hereby agreed as follows:
1. Construction of Multi-Family Dwelling Units. After closing on its contract to purchase
the Subject Property, Cunats shall be permitted to construct not more than 540 Multi-
Family Dwelling Units upon the Subject Property, including a clubhouse, pool and
related amenities (collectively, the “Dwelling Units”). The Dwelling Units shall be
constructed pursuant to the terms of this Agreement and applicable ordinances of the
City, not in conflict herewith.
2. Approval of Plans and Specifications.
a) The Dwelling Units, and the Subject Property upon which they will be built,
shall be developed, built and constructed in accordance with the plans and
specifications attached hereto as Exhibit B (collectively, the "Plans"). Any
proposed amendment of the Plans determined, in the exclusive discretion of
City Administrator, to be minor, may be approved by the City Administrator
without the necessity of City Council action to amend this Agreement.
b) Major amendments, as determined in the exclusive discretion of the City
Administrator, consisting of substantial deviations from Exhibit B, shall be
subject to approval by written amendment of this Agreement and vote of the
City Council. Examples, but not to be construed as an exclusive list of major
amendments to the Plans, include changes in the Plans:
i) land uses;
ii) Dwelling Unit density;
2
iii) Traffic circulation system;
iv) location of buildings;
v) landscape plans
vi) parking locations and layout
vii) the following change in specifications of greater than 5%: floor
space, lot coverage, height, setbacks, open space.
c) Any amendment to the Plans not determined by the City Administrator to be
major shall be deemed to be a minor amendment. In the event of a dispute
between Cunats and the City Administrator as to whether a proposed
amendment of the plans is a minor or major amendment of this Agreement, the
City Council will be the final arbiter and its decision shall be final.
3. Permits and Plat. Prior to issuance of any site, grading, foundation, utility or building
permits on the Subject Property, Cunats shall submit for approval by the City’s Public
Works Director, a final Plat of Subdivision relating to development of the Subject
Property. The approved Final Plat of Subdivision shall filed in the Office of the
McHenry County Recorder of Deeds prior to issuance of any building permits.
4. Back-Up Special Service Area. CUNATS is responsible for the construction and
maintenance of all the storm water improvements on the Subject Property. In the event
that Cunats fail to properly maintain the storm water improvements, as determined in
the sole discretion of the City public works director, Cunats agree that the CITY may,
exercising its sole discretion, and without the obligation to do so, establish a special
service area ("SSA"), special assessment, or other funding source (collectively,
"Funding Mechanism") to secure and finance the operation and maintenance of storm
water improvements. Cunats agrees to fully cooperate in the establishment and
administration of any Funding Mechanism selected by the CITY. Any Funding
Mechanism that is established shall include a provision that requires the CITY to
provide written notice to Cunats of any failures or deficiencies in the ongoing operation
and maintenance of storm water improvements and a thirty (30) day period for Cunats
to correct any such failures or deficiencies before the City may take any steps to make
such corrections pursuant to the Funding Mechanism, unless emergency circumstances
exist. The parties agree that the maximum tax rate that may be levied pursuant to an
Special Service Area (“SSA”) Funding Mechanism shall not exceed 0.25% of the
assessed value of the Subject Property and shall be in addition to all other property
taxes including the City's if the City elects to pass an SSA or other Funding Mechanism
levy against the Subject Property. Cunats agrees to the adoption of a future ordinance
establishing said SSA, or other Funding Mechanism by the City after full Execution of
this Agreement.
5. Infrastructure Improvements. Cunats, jointly, severally and individually, assume the
obligation for, and guarantee timely completion of the following public improvements
(“Improvement Obligations”):
3
a) all off-site public improvements specified in Exhibit C including the bike/multi-
use path and sidewalk and Illinois Route 31 traffic signal improvements;
b) The full installation of remaining on-site public improvements specified on
Exhibit D, including public sanitary sewer, potable water and other detailed
public improvements, in compliance with the Subdivision and Development
Ordinances of the City;
c) To secure the timely installation of the Improvement Obligations, Cunats shall
cause to be filed with the City, prior to issuance of any Dwelling Unit building
permits, letters of credit, issued by a financial institution, in amounts and form
approved by the City Administrator.
d) The Cunats agree to complete the construction of the bike path along Veteran’s
Parkway prior to the issuance of a Certificate of Occupancy for the third
residential building, and also to complete all sanitary sewer improvements prior
to the issuance of a Certificate of Occupancy for the seventh residential
building.
6. Recapture Agreements. The CITY acknowledges that the Subject Property is not
subject to any existing recapture agreement and that any recaptures affecting the
Subject Property have been fully satisfied.
7. Temporary Signage. The CITY agrees to issue permits, following receipt of proper
applications and fees, for a maximum of two (2) temporary advertising signs. The signs
may be two-sided or v- shaped, a maximum of sixty-four (64) square feet in area, eight
(8) feet in height and set back a minimum of ten (10) feet from the property line. The
signs shall be removed upon issuance of the final Dwelling Unit occupancy permit.
8. Construction and Leasing Trailers.
a) Leasing Trailer. CUNATS shall be permitted, at CUNATS’s sole risk, to
construct, maintain and occupy a Leasing Trailer and to construct and maintain
other appurtenant facilities for said Leasing Trailer, CUNATS shall have the
right to use said Leasing Trailer for sales, sales promotions and offices for sales
personnel, all as may be desirable or in any way connected with the leasing of
Dwelling Units on the Subject Property. The CITY agrees to allow CUNATS
to construct temporary parking facilities subject to the approval of the CITY
and compliance with all applicable codes of the CITY. Upon issuance of the
certificate of occupancy for the clubhouse, the Leasing Trailer shall be
removed.
b) Construction Trailer. Construction trailer(s) used to build Dwelling Units shall
be allowed, at locations to be approved by the CITY. Upon the issuance of 75%
of the certificates of occupancy for the Dwelling Units the construction trailer(s)
shall be removed.
4
9. Fees. Cunats and the City hereby agree that Cunats shall pay to the City the fees as
enumerated in Exhibit E, except as follows: Cunats have represented that the proposed
540 dwelling units will have an average daily water use of 35,520 gallons per day. The
Combined Water and Sewer Capital Development Fees in Exhibit E have been reduced
based these representations. If during the term of this agreement, the actual water use
is determined by the City Administrator to vary more than 5% higher from the 35,520
gallons per day, Cunats shall pay the City an increased Combined Water and Sewer
Capital Development Fee based on the following formula: Revised Fee = (Actual
Water Use/35,520) x Exhibit E Fee. The average daily water use shall be based on a
12-month rolling average. The City will have the right to add the increased fee to the
bi-monthly water bill and will reserve the right to shut-off water service for non-
payment.
10. Binding Effect and Term. This Agreement shall be binding upon and inure to the
benefit of the parties hereto, successor owners of record and their heirs, assigns, and
lessees, and upon successor municipal authorities of the City and successor
municipalities for a period of five (5) years from the date of execution hereof, and any
extended time agreed to by written amendment to this Agreement.
11. Amendment. This Agreement may only be amended by written instrument executed by
all parties hereto.
12. Notice and Default. Before any failure of any party to this Agreement to perform its
obligations under this Agreement shall be deemed to be a breach of this Agreement,
the party alleging the breach shall provide notice to the party alleged to be in default
specifying the nature of said default, and thirty (30) days elapses from the receipt of
said default notice without the default being cured. Notice shall be in writing and
delivered via certified mail, addressed as follows:
If to City:
City of McHenry
Attn: City Administrator
333 S. Green Street
McHENRY, IL 60050
If to Cunats:
Cunat, Inc.
Attn: Legal Department 5400 W Elm Street, Suite 110 McHENRY, IL 60050
13. Ordinance Changes. Except as otherwise specified herein, all ordinances of the CITY
and other applicable jurisdictions as amended from time to time or modified per the
Conditional Use Permit approval shall apply to the Subject Property, Cunat and all
successors and assigns in title. To the extent that the CITY ordinances and design
6
EXHIBIT A
Prairie Point Business Park Final Subdivision Plat
7
EXHIBIT B
Plans & Specifications
• Residences of Fox Meadows Final Plat of Subdivision
• Plat of Vacation
• Landscape Plan
• Building Elevations
!~
\)>
i JO
m r m < )>
-I 0 z
0
(\
)>
JO
GI )>
Ill m
!fi;
'UI 6 m
m r rn < )>
-I 0 z l ,,,,
0 <; .1 \ 1r (\
)>
JO 111 !I II 11 Ill )> jilili
Ill m
;i---
!~ ii i!i {~ !! I
::
0 " m ::
rn i!
H > ::
-I " 0 :: z i! i O
1f.1 i 1i ! illi
Ill I I I!
)> I i I • l
1 I I
Ill
71 " JO " -~ " " " -I " " m " r " m " " " )> " " -I " 0 " " z " " ' " 0 " " " (\ " " )> ' " JO " " Ill " )> " " " " Ill ' m
Project Location Map1.Basemap information obtained from plans prepared by V3received December 06, 2022.2.Verify site conditions and information on drawings.Promptly report any concealed conditions, mistakes,discrepancies or deviations from the information shown inthe Contract Documents. The Owner is not responsible forunauthorized changes or extra work required to correctunreported discrepancies.3.Secure and pay for permits, fees and inspections necessaryfor the proper execution of this work. Comply with codesapplicable to this work.General NotesSheet IndexL1.0-L1.7Tree Preservation and Removals PlanL2.0-L2.5Planting PlanL3.0Details22 East Chicago AvenueSuite 200ANaperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRNORTHCall beforeyou dig.800.892.0123CallBeforeYou DigONE-CALL SYSTEMILLINOISIt's smart.It's free.It's the law.J:\Projects\Alpha\Carpentry Development Company\Fox Meadows\09 Graphics\02 DD-CD\00-cover-24x36.dwg February 10, 2023Project TeamCarpentry Development Company5400 W. Elm Sreet - Suite 110McHenry, IL 60050FOX MEADOWS
ISSUED FOR PERMIT
February 10, 2022Fox MeadowsMcHenry, IL 60050Issue For PermitLicense Number:157.000000Expiration Date: 08.31.202XLandscape Architect22 East Chicago Avenue, Suite 200ANaperville, Illinois 60540T 630.961.1787Hitchcock Design GroupSheets: L-seriesLicense Number:Expiration Date: V3 Companies444 N. Wells Street, Suite 602Chicago, IL 60654T 630.724.9200Civil EngineerSheets C-seriesProject Location
2.202± ACRES
9.774± ACRES
25.585± ACRES
SITE BENCHMARK#3SITE BENCHMARK#2PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANEAASTRI DRIVEBLDG 14300+00301+00302+00303+00304+00305+00306+00307+00308+0
0
309+00310+00311+00312+00
313+0
0
314+0
0
315+0
0
315+3
4 409+05400+00401+00402+00403+00404+00405+00406+00407+00408+00409+00PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303SHEET L1.1SHEET L1.3SHEET L1.2SHEET L1.4SHEET L1.5L1.0Tree Protectionand Removals240'80'40'0'1" = 80'LEGENDExisting Tree to RemainExisting Tree to be Removed
2.202± ACRES
BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1300+00301+00302+00303+00304+00Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.1Tree Protectionand RemovalsEnlargement0'90'30'15'1" = 30'Matchline: See Sheet L1.3Matchline: See Sheet L1.2 LEGENDExisting Tree to RemainExisting Tree to be Removed
9.774± ACRES
SITE BENCHMARK#3BASKETBALLCOURTBLDG 2BLDG 3BLDG 4305+00306+00307+00Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.20'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.4Matchline: See Sheet L1.1
LEGENDExisting Tree to RemainExisting Tree to be Removed
25.585± ACRESSITE BENCHMARK#2INDOOR SWIMMINGPOOLPOOLBLDG 18BLDG 17BLDG 16DEAN LANEBLDG 14400+00401+00402+00403+00404+00405+00406+00BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.30'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.1Matchline: See Sheet L1.4 LEGENDExisting Tree to RemainExisting Tree to be Removed
9.774± ACRESBLDG 12BASKETBALLCOURTBLDG5BLDG 6BLDG 7BLDG10BLDG 11AASTRI DRIVE308+00309+00310+00311+00312+00313+00
314+0
0 409+05407+00408+00409+00PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.40'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.5Matchline: See Sheet L1.3
Matchline: See Sheet L1.2LEGENDExisting Tree to RemainExisting Tree to be Removed
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 7BLDG 8BLDG 9BLDG10314+0
0
315+0
0
315+3
4
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.50'90'30'15'1" = 30'Tree Protectionand RemovalsEnlargementMatchline: See Sheet L1.4LEGENDExisting Tree to RemainExisting Tree to be Removed
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.6as notedTree Protectionand Removals
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L1.7as notedTree Protectionand Removals
Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L3.0Detailsas notedPlanting Bed Edge5Scale: 3" = 1'-0"Spade edge (at lawn areas)3"3"FlushFinished grade of adjacent materialMulch, as specifiedFinished grade of plantingEvergreen Tree Planting2Scale: 1/2" = 1'-0"d-plant-tree-everRemove any broken branches, tree tags, andribbons (upon acceptance of plant).Avoid placing soil on top of the root ball,maintain exposure of root flare. If root flare isnot exposed, carefully remove excess soil. Setroot ball so that base of root flare is 3"-6"higher than adjacent finish grade.Cut and remove all cords around root ball andtrunk. Remove top half of wire basket, and foldremaining points down. Remove top half ofburlap.Prepare a 3" minimum saucer around pit.Remove and properly dipose of soils off site.Mulch 3" deep, tapering to 1" at trunk.Set root ball on undisturbed or appropriatelycompacted subgrade. If hole is too deep, addand compact additional fill before setting tree.Finish GradeFlare planting hole edge. Hole size to be twiceas wide as root ball. Backfill pit with 1/3amended topsoil and 2/3 excavated material.Remove excess excavated material from siteand dispose of legally.Do not cut leader on evergreen trees.Undisturbed SubgradeVaries6" min.Set plants at same levelas grown in containerPrepare entire planting bed to a6" depth with amended topsoil2" deep double shredded mulch.Work mulch under branches.Raise planting bed 2" abovefinish gradeNote: Root mass of pot boundplants should be loosened beforeplantingAnnual and Perennial Planting4Scale: 1/2" = 1'-0"Deciduous Tree Planting1Scale: 1/2" = 1'-0"d-plant-tree-decPrune only to encourage central leader. (Donot cut leader on pyramidal trees).Remove any broken branches, tree tags, andribbons (upon approval of plant).Avoid placing soil on top of the root ball,maintain exposure of root flare. If root flare isnot exposed, carefully remove excess soil. Setroot ball so that base of root flare is 3"-6" higherthan adjacent finish grade (root flare is typically6" below bud graft union on grafted trees).Mulch, 3" deep, typ. Taper mulch to 1" depth attrunk.Prepare a 3" minimum ht. saucer around pit forwatering.Flare planting hole edge. Hole size to be twiceas wide as root ball. Backfill pit with 1/3amended topsoil and 2/3 excavated material.Remove excess excavated materialfrom site and dispose of legally.Cut and remove all cords around root ball andtrunk. Remove top half of wire basket, and foldremaining points down. Remove top half ofburlap.Finish gradeSet root ball on undisturbed or compactedsubgrade. If hole is too deep, add and compactadditional fill before setting tree.Wrap trunk with approved tree wrap to firstbranch.Limit pruning to dead andbroken branchesDiscard excess excavated materialSet rootball at same levelas finished gradeUndisturbed subgradeRemove all wire baskets and cords.Remove burlap from top half of rootball.Set rootball on undisturbedsubgrade2'-0"3" deep double shredded mulch,starting 6" from trunk and extendingoutShrub Planting3Scale: 1/2" = 1'-0"d-plant-shrubPLANT MATERIALS LISTExisting gradeFence (varies, see specifications).Attach with coated wire.Temporary fence, see specificationsspacing 1.5m o.c. Minimum or asrequired to maintain fence4'Varies24" for 4' heightfenceTypical Tree Protection Fence7N.T.S.NOTES:Place protection fence at drip line6Outcropping StoneLimestone outcropping stone optionGranite boulder option
824.26838837833827829833833831833833832827827832832827828826826827827828828827827827829826826826827828827827824826828828827829829828829828827827826826826827829829829828829828829826826827829831828829828828828827826826826831832831826828827827827826827823824822825823824822822821824823826828826828827827826827828828828828828828827827829829828829833827829828829832829829829828827826826827828829829828827826828829829828827826826827826824823822824822824824827829829824827826826826827827826827828824823822826822823824823823822827826828827835830835830830830830830830835835830835835830835830830830830830830830830830830825830830825825835830830825830830825825825825825825825825825825820825830835830830825825820830830825825825825820825825825825825826828829828828827826826827824826822821824823822825824823822820819818817827827826827826828820829829824823831821820819818Play equipment by othersPlay equipment by othersBLDG 12BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1BLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANEAASTRI DRIVEBLDG 14BLDG 15Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303SHEET L2.1L2.0OverallPlanting Plan240'80'40'0'1" = 80'SHEET L2.3SHEET L2.2SHEET L2.4SHEET L2.5
825.01AD
J
U
S
T
R
I
M
TO
8
2
7
.
5
3
828.52827
.
5
6 827.32829.1682
5
.
6
4
826.61828.16828.8882
9
.
0
2
82
5
.
7
8
82
5
.
7
8
82
5
.
1
4
82
5
.
1
4
826.5582
7
.
3
9
827.6782
7
.
7
4
827
.
6
7
827
.
7
4
82
8
.
3
0
82
8
.
3
6
82
8
.
3
0
82
8
.
3
7
82
9
.
0
8828.6182
8
.
6
4 826.2782
6
.
4
7
826.41826.4882
7
.
0
0
82
5
.
2
1
82
5
.
2
1824.68829.4582
8
.
6
6
82
8
.
7
3 FF 828.00FF 829.50FF828.55FF 827.65FF 827.65FF 831.1582
8
.
8
2
82
8
.
7
1828.77825.8582
5
.
8
4
83282782783283282782882882782782782982682782882782982682782983182882982882882882782682683282982982982682782882882783083083083083083083083083083083083083083083082682882982882882782682682
4
.
9
1827827
8298298310+
0
0
0+64
0+85
0+
0
0
1+
0
0
1+
3
3
0+
0
0
0+91
2.202± ACRES
BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1300+00301+00302+00303+00304+008-RHG244-GTK2.56-UMS2.510-DKO247-RHG243-COC2.510-DKO247-RHG242-JCV245-DKO241-AMA.0632-HRO62-PLB2.53-PAB.061-GTK2.59-RHG241-GTK2.59-RHG241-COC2.57-CTE2423-RNO89-PFX.067-SBD308-RHG2412-SBD301-GBA2.55-WSB3017-JCV243-POM.062-MRR.061-AFB2.51-GBA2.54-POM.061-AFB2.52-AMA.061-GTK2.52-PME.061-AMA.062-MRR.063-AMA.061-MRR.066-PAB.062-FAB2.51-SRE.062-PFX.061-GTK2.52-MRR.063-QMA2.53-UMS2.53-PME.063-AFB2.54-QBI2.51-AFB2.51-GTK2.510-FSB187-SBD301-POM.061-UFR2.54-PSW3620-AMM181-PSW3615-HAB2430-HRO612-AMM182-HAB243-TMT2438-HRO629-ATS63-TMT241-AMA.0610-ATS610-DKO243-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM188-HRS63-SBD305-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.08-DLO244-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG18Outcropping Stone6L3.0Outcropping Stone3-JCK243-CSB361-GBA2.5Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303Matchline: See Sheet L2.3L2.1Planting PlanEnlargement0'90'30'15'1" = 30'Matchline: See Sheet L2.2
PLANTING NOTES1.Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2.Contractor responsible for erosion control in all seeded areas.3.Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4.Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5.Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6.Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7.Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.
829.24829.13828.48 829.16829.57829.57829.13828.42829.43 828.88829.42828.16828.80829.02828.81 829.08829.64829.26829.33829.26829.33828.95829.02829.64829.14 829.14829.62829.62828.30828.36828.62828.69828.62828.69 829.45829.38 829.38829.45 FF 830.50FF 829.90FF 830.50FF 829.30FF 829.00FF828.85828.82T/C 828.01828.11838837833827829833833831833833832832827828829829828829828829829829828829828829826831832831829833827829828829829829827829829835830835830830830835835830835835830835830830830830830830830835830830830830835830830830830831HP 829.430+000+85 0+000+41
0
+
0
01+001+229.774± ACRES
Play equipment by othersBLDG 2BLDG 3BLDG 4305+00306+00307+003-QRU2.53-PLB2.53-SRE.062-HAB247-DKO2414-DKO241-GDI2.52-GTK2.53-PLB2.51-QMA2.52-UMS2.51-AFB2.51-QRU2.58-GTK2.510-RHG244-UFR2.58-DKO248-DKO2410-RHG248-DKO241-UFR2.51-GBA2.51-GDI2.51-AFB2.56L3.0Outcropping StoneOutcropping Stone6L3.0Outcropping Stone1-UFR2.55-PAB.063-AMA.066-PME.0622-AMM182-GTK2.52-PFX.0615-JSG244-VPR.063-GDI2.52-GTK2.51-POM.0622-HAB241-GDI2.51-VPR.0610-AMM1814-JCK242-GDI2.59-AMM1827-CSB363-POM.061-VPR.065-PAB.061-AFB2.53-PME.063-VPR.064-POM.063-SRE.061-QBI2.51-SRE.063-PFX.061-UFR.061-QMA.065-MRR.064-PAB.0623-RNO88-DKO2427-HAB2431-DKO241-PLB2.53-AMA.063-POM.0629-JCV242-AFB2.53-PFX.061-MRR.065-PME.063-SRE.061-QBI2.53-QMA2.58-RHG242-UMS2.52-PFX.063-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK243-HAB243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO68-DLO243-GDI2.53-SBD306-ALL63-PFG61-HVE.058-RAG243-WSB308-HRS65-TMT243-SBD304-DKO241-JCK241-GBA2.54-DKO242-AMM181-JCK248-DLO243-WSB301-MRR.066-RAG243-HAB243-JCK246-HRO63-FSB183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK242-AMM188-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.056-ALL63-SBD303-PFG181-JCK244-DKO248-DLO241-AFB2.53-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD304-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB244-DLO248-HRS65-TMT243-SBD30Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.20'90'30'15'1" = 30'Matchline: See Sheet L2.4Matchline: See Sheet L2.1
PLANTING NOTES1.Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2.Contractor responsible for erosion control in all seeded areas.3.Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4.Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5.Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6.Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7.Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement
822.03824.52825.49825.76
825.75825.75 T/C 826.23T/C 825.99824.26822.56822.56822.46T/C 826.02
T/C 825.55T/C 825.57T/C 826.15822.46822.50822.78825.97826.10825.40826.13825.41
824.12
826.26826.33
825.89825.96 825.89
825.96825.54
825.54825.61825.61826.11826.17826.11826.17824.92824.65824.72824.99 822.92822.99822.92822.99 822.92822.92822.17822.24 822.17822.24
826.23
826.23
826.30
826.24826.31
826.24826.31
825.54 825.61
825.54825.61
825.90
825.97825.90
825.97
825.89
825.96
826.09
826.18
826.19825.44
825.46
825.18
825.16
825.18825.16
825.71
825.62
825.62
825.71
825.65
825.65
825.56825.67826.06
826.21826.17
825.96
825.41
826.23826.23 826.16T/C 825.61825.55FF 827.70FF 826.30FF 824.80FF 823.85FF826.20FF827.00FF 831.15FF 825.30FF 824.20FF826.30FF826.80FF 828.10822.21822.14 822.14822.21822.42
826826827827826826826827828827827824826828828827826826827829825823824822822821824823826824826826827827826827828824823822826830825830825825820825825825825825825826827824826822821824823822825824823820819818817820824823831LP 822.02HP 826.05LP 825.41HP 826.13LP 825.40HP 826.100+000+75
0+00
0+86
0+00 0+86
0+00
0+780+001+001+3925.585± ACRES
INDOOR SWIMMINGPOOLPOOLBLDG 18BLDG 17BLDG 16DEAN LANEBLDG 14400+00401+00402+00403+00404+00405+00406+00BLDG 151-QMA2.53-MRR.063-GBA2.53-AFB2.53-COC2.51-PLB2.58-RHG248-RHG247-RHG241-AFB2.51-QRU2.51-GTK2.51-COC2.51-QBI2.51-AFB2.53-AMA.063-PME.063-MRR.063-PFX.062-UMS2.53-VPR.065-PAB.063-AMA.062-AFB2.51-MRR.062-UMS2.51-AMA.0610-HYS361-SRE.062-AFB2.51-GBA2.57-DKO247-DKO244-UFR2.58-RHG248-RHG248-GTK2.58-DKO248-DKO241-AFB2.51-GTK2.52-PLB2.53-QRU2.51-UMS2.51-UFR2.53-PAB.061-AFB2.51-AMA.065-DKO244-JCV244-PLB2.53-PME.064-UMS2.53-PAB.062-GTK2.58-DKO242-UFR2.58-RHG242-GTK2.58-DKO241-GTK2.53-PME.061-GTK2.56-PME.063-MRR.063-SRE.063-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-HAV184-PDM308-RSV68-DKO242-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM308-RSV64-TMT244-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK248-DKO242-JCK242-AMM183-SBD308-HRS63-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG185-TMT244-TMT242-GBA2.58-UMS2.54-GTK2.52-HAB245-PSW368-RHG248-RHG247-RHG24Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.30'90'30'15'1" = 30'Matchline: See Sheet L2.1Matchline: See Sheet L2.4
PLANTING NOTES1.Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2.Contractor responsible for erosion control in all seeded areas.3.Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4.Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5.Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6.Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7.Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement
827.84827.19826.55826.11825.90825.26824.61
824.46825.52 825.08826.04827.30826.48826.02824.97824.76 828.09827.20827.07826.53825.97825.37824.97824.76 825.78T/C 825.02T/C 825.62825.47824.59825.79826.25824.83828.16827.51826.87826.22825.58824.93
824.30825.48824.75826.10824.59825.15825.23825.61 825.68 826.23 826.23 826.30826.30826.24826.31 826.24826.31825.22 825.22825.28825.28825.62825.69825.62825.69825.66825.73 825.66 825.73 827.97828.04 827.97828.04827.65827.72827.65827.72827.33827.40827.01827.07827.01827.07826.68826.75826.36826.43826.04826.11825.39825.46825.07825.14825.07824.44824.51824.44
824.51824.60
824.66
824.60
824.66828.30828.36825.72825.78 825.54 825.96 825.89825.61825.68825.41 825.61 826.01826.23826.01826.23 826.16825.95 825.95826.16825.68825.03825.02825.13
824.42824.42824.48824.50824.82
824.82 825.04825.04 825.80825.47 825.78 825.84 826.93827.04826.87826.97827.04826.97826.80826.77FF826.90FF 828.10FF 827.10FF 827.10FF 825.30FF 824.20FF 827.40FF 827.15FF828.95825.65FF828.15FF 828.65T/C 828.01828.11827827827826826826829828828829831826828827827827828826828827827826827828828828828828828827827829829828828827826826827828829829828827826828829829828827826826827826823824830830825825830830825825826.32822
826828831821820819818LP 824.28 HP 826.10LP 824.870+000+76
0
+
0
01+001+220+001+001+940+001+001+470+001+002+002+510+000+180+000+52827.64
9.774± ACRES
Play equipment by othersBLDG 12BLDG5BLDG 6BLDG 7BLDG10BLDG 11AASTRI DRIVE308+00309+00310+00311+00312+00313+00
314+0
0 409+05407+00408+00409+001-PLB2.51-UFR2.59-RHG243-GTK2.52-UFR2.51-PLB2.59-RHG241-QBI2.53-RHG244-GTK2.58-RHG247-RHG248-RHG247-RHG242-POM.063-MRR.063-PME.062-AMA.062-QBI2.52-MRR.061-QBI2.51-QBI2.54-PLB2.514-AMM181-GBA2.53-QBI2.51-UFR2.51-QRU2.51-QRU2.52-AFB2.51-GBA2.54-DKO242-PFX.062-GDI2.53-QMA2.51-COC2.53-AFB2.52-QMA2.52-QRU2.51-MRR.064-PME.063-AMA.063-PME.062-GTK2.57-DKO242-UFR2.53-RHG242-GTK2.58-DKO248-DKO248-DKO242-QBI2.53-GDI2.51-QMA2.51-SRE.062-PFX.063-MRR.063-POM.061-QBI2.52-UFR2.51-PLB2.53-QRU2.510-RHG243-PME.063-MRR.066-RAG241-HAV183-SBD303-JCK241-MAJ.066-RHG241-WSB301-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO243JCK243-WSB301-CSB364-DLO248-RAG243-SBD306-ALL63-PFG183-GTK2.53-POM.062-GTK2.58-UMS2.58-RHG243-PAB.063-GBA2.51-AFB2.51-HVE.053-WSB303-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB364-DKO243-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO61-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO243-AMM183-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB364-DKO244-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK248-DLO243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT241-GDI2.51-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG183-WSB306-HRO63-FSB186-RAG241-MRR.063-JCK243-HAB243-SBD306-PDH63-SBT186-RHG241-MAD2.03-JCK243-CSB364-DKO241-JCK244-HAV184-PDM304-TMT248-RSV64-DKO241-JCK244-DKO241-JCK242-AMM183-SBD308-HRS65-TMT244-DKO241-JCK243-JCK241-MAD2.05-RHG243-CSB363-FSB186-HRO63-HAB248-DLO243-WSB308-RAG241-HVE.053-SBD306-ALL63-PFG182-CTE248-DLO24Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.40'90'30'15'1" = 30'Matchline: See Sheet L2.5Matchline: See Sheet L2.3
Matchline: See Sheet L2.2PLANTING NOTES1.Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2.Contractor responsible for erosion control in all seeded areas.3.Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4.Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5.Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6.Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7.Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement
824.46
824.96
824.84824.60824.66
824.60
824.66824.98
825.05825.03FF 824.15FF 824.15FF 826.30FF826.65FF825.65FF828.15FF827.90FF825.65827826827823824822826827827826824823822824822824824822823824823823822827826825825825825825825825825825825820825820825825822827826821820819818HP 824
.
8
6
1+002+002+510+001+002+002+540+000+300+000+18Play equipment by othersBLDG 7BLDG 8BLDG 9BLDG10314+0
0
315+0
0
315+3
4
8-DKO242-GTK2.56-RHG242-UFR2.57-DKO242-GTK2.52-GTK2.58-DKO246-RHG242-UFR2.57-DKO242-GTK2.51-GBA2.52-UMS2.52-COC2.53-GTK2.52-AFB2.52-QRU2.51-QMA2.51-GDI2.51-GTK2.52-QMA2.51-UFR2.51-GBA2.52-AFB2.51-GDI2.51-QBI2.51-COC2.51-QBI2.51-AMA.067-RHG242-UMS2.58-RHG242-GTK2.58-RHG242-UMS2.53-POM.063-PFX.068-RHG242-UMS2.58-RHG241-UMS2.52-PLB2.51-PLB2.51-QBI2.51-AMA.062-QRU2.51-SRE.061-COC2.51-GDI2.51-AFB2.53-AFB2.53-PME.061-GDI2.51-QRU2.51-SRE.063-WSB303-JCK243-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL68-SJM243-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM183-MRR.066-RAG243-HAV186-HRS63-CSB368-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD303-SBD303-JCK241-MAJ.066-RHG243-WSB306-ALL63-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO242-FSB185-TMT243-PDM308-RSV61-JCK244-DKO241-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM188-SJM243-JCK243-WSB308-RHG242-GTK2.52-HAV182-CSB363-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD306-ALL63-PDM303-FSB186-HRO66-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO243-AMM188-SJM242-WSB304-DKO244-DKO241-PFX.061-GTK2.53-DKO243-HAB243-AMM186-PDH66-RHG241-HVE.053-JCK243-SBD304-CTE241-MAD2.03-JCK243-CSB361-JCK244-DKO244-AMM184-TMT248-HGB64-WSB301-JCK244-DKO246-HRS6Fox MeadowsMcHenry, IL 60050CarpentryDevelopmentCompanyCivil EngineerV3 CompaniesChicago, IL 60654T 630.724.9200PREPARED FORPROJECTCONSULTANTSISSUEDJuly 12, 2022REVISIONSDateIssueIssue For Permit06/10/2022DRAWN BYBCSCHECKED BYDAFSHEET TITLESCALE IN FEETSHEET NUMBER2022 Hitchcock Design GroupNORTHNo01C22 East Chicago AvenueSuite 200Naperville, IL 60540T 630.961.1787hitchcockdesigngroup.comRIssue For Review07/12/202202Issued for Permit02/10/202303L2.50'90'30'15'1" = 30'Matchline: See Sheet L2.4PLANTING NOTES1.Seed limit line is approximate. Seed/Sod to limits of gradingand disturbance. Contractor responsible for restoration ofany unauthorized disruption outside of designatedconstruction area.2.Contractor responsible for erosion control in all seeded areas.3.Tree mulch rings in turf areas are 5 foot diameter, typical.Contractor shall provide a mulch ring around all existingtrees within the limit of work. Remove all existing grass fromarea to be mulched and provide a typical v-trench edge.4.Bedlines are to be spade cut to a minimum depth of 3 inchesunless otherwise shown on the plans. Curved bedlines are tobe smooth and not segmented.5.Do not locate plants within 10' of utility structures, or within 5'horizontally of underground utility lines unless otherwiseshown on the plans. Consult with Landscape Architect ifthese conditions exist.6.Plants and other materials are quantified and summarized forthe convenience of the Owner and jurisdictional agenciesonly. Confirm and install sufficient quantities to complete thework as drawn and specified. No additional payments will bemade for materials required to complete the work as drawnand specified.7.Refer to specifications for additional conditions, standardsand notes.PLANTING LEGENDShade Tree, typical.See detail for Installation.Ornamental Tree, typical.See detail for installation.Evergreen Tree, typical.See detail for installation.Shrub, typical.See detail for installation.Perennial, Groundcover and Annual, typical.See detail for installation.Turf Seed and Erosion Control BlanketExisting tree to remain, typical.Planting PlanEnlargement
(255.00')
(20
1
.
4
6
'
)
(11
0
.
0
9
'
)
(20
0
.
0
0
'
)
(128.9
8
'
)
(13
6
.
9
1
'
)
(20
0
.
0
0
'
)
(66
.
3
0
'
)
(
A
=3
3
1
.
1
2
'R=300.00')(R=70.00')(A=23.26')(S71°29'21"E)(70.08')A=22
9.41'R =60.00'(N70°26'05"E)(69.22
')(R=70.00')(A=23.26')(S45°31'38"E)(49.50')(S00°31'38"E 385.37')(N71°29'53"E)(49.50')(240.00')(
S
4
4
°
2
8
'
2
2
"W
)
(
4
9
.
5
0
'
)(S89°28'22"W)(35.39')(
A
=
3
9
5.
6
8
'R=360.00'
)
(N26°29'53"E
4
5
6
.
4
6
'
)ACCESSEASEMENT(420.90')
(391.16')(5.23')(13.01')(A=94.25')(A=91.51')(L=22.67')L=19.94'(N2
6
°
2
9
'
5
3
"
E
4
3
9
.
0
7
'
)(N89°28'22"E 196.18')(N07°57'23"W)(61.86')VETERANSILLINOIS STATE ROUTE 31
PA
T
R
I
O
T
D
R
I
V
E
N89°20'17"E 1275.02'S00°31'39"E 720.35'S89°28'21"W 447.32'S00°31'38"E 557.89'N63°30'10"W 516.90'N18°30'07"W49.50'N26°29'53"E 989.45'FIPFIRFIRFIR BENTFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIR(S63°30'07"E)PARKWAY(438.17')(438.17')(146.90')(403.02')
(373.07')
(420.64')
(452.23')(268.12')(123.00')(123.00')(124.48')(450.05')(113.97')(113.00')(112.95')(60.00')(425.05')AMERICAN NATURAL GAS PIPELINE CO.DRAINAGEEASEMENTAREA25' M.U.E.10' P.U.E.15' BUILDING LINEHEREBY ABROGATED15' BUILDING LINEHEREBY ABROGATED(390.05')25' M.U.E.
10' M.U.E.50' BUILDING LINEHEREBY ABROGATED50' BUILDING LINEHEREBY ABROGATED50' BUILDING LINE
HEREBY ABROGATED
30' BUILDING LINE
HEREBY ABROGATED
(37.95')(113.00')(N89°28'22"E 361.57')(123.00')(123.00')(S00°31'38"E 385.22')
15' M.U.E.12' P.U.E.12' P.U.E.12'P.U.E.(102.56')20' D.E.20' D.E.20' W.S.E.(A=149.44')(A
=
1
7
7
.28')
(
A=68.9
6')
(N
2
6
°
2
9
'
5
3
"
E
4
0
3
.
2
1
'
)(N89°28'22"E 123.00')(393.00')
(255.00')(270.00')(264.44')(496.19')(316.58')(310.00')30'
B
U
I
L
D
I
N
G
L
I
N
E
HE
R
E
B
Y
A
B
R
O
G
A
T
E
D
30' BUILDIN
G
L
I
N
E
HEREB
Y
A
B
R
O
G
A
T
E
D
(61.32')(61.87')15'M.U.E.12'P.U.E.15'M.U.E.12'P.U.E.12'P.
U
.
E
.12'P.U.E.12'P.U.E.12'P.U.E.(S63°30'07"E)(S63°30'07"E)(S63°30'07"E)(S63°30'07"E)(S25°29'58"E)(S00°31'38"E)
(S00°31'38"E)
(S00°31'38"E)
(S00°31'38"E)
(403.02')
(403.02')
(S00°31'38"E)
(S00°31'38"E)(N89°28'22"E)10' S.S.E.
HEREBY
VACATED
HEREBY
VACATEDHEREBYVACATEDHEREBYVACATED HEREBYVACATEDHEREBYVACATED50' BUILDING LINE30' BUILDING LINE30' BUILDING LINE50' BUILDING LINE
15' BUILDING LINE 15' BUILDING LINEHEREBYVACATEDHEREBYVACATEDS LINE NE 1/4 SE 1/4 SEC 10-44-8S LINE NW 1/4 SE 1/4 SEC 10-44-8NORTH LINE OF THE SE 1/4 OF SECTION 10-44-8EAST LINE OF SECTION 10-44-8
75'
HEREBY VACATED
HE
R
E
B
Y
V
A
C
A
T
E
D
HEREBY VACATEDHEREBYVACATEDHEREBYVACATED40'HEREBYVACATEDHEREBYVACATEDD.E.25' M.U.E.50'50'50'60'60'SCMLOT 1BLANKET EASEMENT HEREBYGRANTED OVER ALL OF LOT 1(EXCEPT E.T.B.E.'s)AMERICAN WAY
20' D.E.HEREBYVACATEDHEREBY
VACATEDHEREBYVACATEDHEREBYVACATED
HERE
B
Y
VACA
T
E
D HEREBYVACATEDHEREBYVACATEDW LINE NE 1/4 SE 1/4 SEC 10-44-8
10'
P
.
U
.
E
.25' M.U.E.EXISTING ACCESSAND PUBLIC UTILITYEASEMENT FOR THEBENEFIT OF LOT 2 PERDOC. 2005R00087032SCMHERETOFORE DEDICATED
HERETOFORE DEDICATEDPER DOC. 2004R0001227S2
6
°
2
9
'
5
3
"
W
20
7
.
4
9
'N78°57'17"W123.19'R=810.00'A=392.35'CB=N65°04'41"WR=740.00'A=199.58'CB=N71°13'42"WN51°12'06"W62.01'HEREBYVACATED VICINITY MAPNOT TO SCALEBASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 42° 18' 18.36666" NLONGITUDE 88° 16' 53.42335" WELLIPSOIDAL HEIGHT: 723.761 SFTGROUND SCALE FACTOR 1.0000593117ALL MEASUREMENTS ARE ON THE GROUND.0GRAPHIC SCALE1" =10050100200400100'STATE PLANE MERIDIANREVISIONSDATENO.DESCRIPTIONNO.DATEDESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB31100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWBRESIDENCES AT FOX MEADOWSFINAL PLAT OF SUBDIVISIONOF21123210-27-2211-02-22VP04.11,656,508 SQ. FT.AREA38.0282 ACRESPROPERTY LINEEXISTING LOT LINEBUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHEXISTING CENTERLINE(REC)RECORD DATUMFOUND IRON RODSET CONCRETE MONUMENTFOUND IRON PIPEFIPFIRFOUND CUT CROSSFCCEXISTING RIGHT-OF-WAY LINELEGENDU.E. UTILITY EASEMENTP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTSECTION CORNER10 113 2CB CHORD BEARINGA ARC LENGTHR RADIUSM.U.E. MUNICIPAL UTILITY EASEMENTR-O-W HEREBY VACATEDEASEMENT HEREBY VACATEDSCMS.S.E. SANITARY SEWER EASEMENTSITEPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.AFTER RECORDING MAIL TO:CITY OF McHENRYOFFICE OF THE CITY CLERK333 SOUTH GREEN STREETMcHENRY, IL 60050(815)363-2100OWNER / DEVELOPERENGINEER/SURVEYORCunat, Inc.5400 W. Elm St., Suite 110McHenry, IL 60050815-385-3192V3 Companies, Ltd.7325 Janes Avenue, Suite 100Woodridge, Illinois 60517630-724-9200NOTES1.ONCE THE PLAT SHOWN HEREON IS RECORDED AND UPON COMPLETIONOF CONSTRUCTION, 3/4" IRON PIPES WITH PLASTIC CAPS SHALL BE SET ATALL LOT CORNERS AND CHANGES IN GEOMETRY, UNLESS SHOWNOTHERWISE.2.ALL MEASUREMENTS AND DISTANCES ARE SHOWN IN FEET AND DECIMALPARTS THEREOF. ARC DISTANCES ARE ALONG ALL CURVES.3. SEE SHEET 2 OF 3 FOR LOCATION OF EXCEPTIONS TO BLANKET EASEMENT.E.T.B.E. EXCEPTION TO BLANKET EASEMENTP.I.N.: 14-10-404-00114-10-404-00214-10-427-00114-10-427-00214-10-428-00114-10-428-00214-10-428-00314-10-428-00414-10-428-00614-10-428-00714-10-428-00814-10-428-00914-10-428-01014-10-428-01114-10-428-01214-10-428-014
E.T.B.E. M1VETERANSILLINOIS STATE ROUTE 31
N89°20'17"E 1275.02'S00°31'39"E 720.35'S89°28'21"W 447.32'S00°31'38"E 557.89'N63°30'10"W 516.90'N18°30'07"W49.50'N26°29'53"E 989.45'PARKWAYAMERICAN NATURAL GAS PIPELINE CO.DRAINAGEEASEMENTAREA15' BUILDING LINE50' BUILDING LINE30' BUILDING LINE50' BUILDING LINE
10' S.S.E.S LINE NE 1/4 SE 1/4 SEC 10-44-8S LINE NW 1/4 SE 1/4 SEC 10-44-8W LINE NE 1/4 SE 1/4 SEC 10-44-8
NORTH LINE OF THE SE 1/4 OF SECTION 10-44-8EAST LINE OF SECTION 10-44-8
75'D.E.25' M.U.E.50'50'50'SCMLOT 1BLANKET EASEMENT HEREBYGRANTED OVER ALL OF LOT 1(EXCEPT E.T.B.E.'s)20' D.E.E.T.B.E. B1E.T.B.E. B2E.T.B.E. B3E.T.B.E. B4E.T.B.E. B5
E.T.B.E. B6
E.T.B.E. B
7
E.T.B.E. B8E.T.B.E. B9
E.T.B.E. B10E.T.B.E. B11E.T.B.E. B17E.T.B.E. B16E.T.B.E. B15E.T.B.E. B14E.T.B.E. B13E.T.B.E. B18E.
T
.
B
.
E
.
B
1
9
E.T.B.E. G1
E
.
T
.
B
.
E
.
G
3
E
.
T
.
B
.
E
.
G
2
E.T.B.E. G4E.T.B.E. G5E.T.B.E. G7E.T.B.E. G6E.T.B.E. G8E.T.B.E. G9E.T.B.E. G10
E.T.B.E. G11 E.T.B.E. B12E.T.B.E. G17
E.T.B.E. G16 E.T.B.E. G12E.T.B.E. G13E.T.B.E. G15
E.T.B.E. G14
E.T.B.E. M2E.T.B.E. T1E.T.B.E. T210'
P
.
U
.
E
.25' M.U.E.EXISTING ACCESSAND PUBLIC UTILITYEASEMENT FOR THEBENEFIT OF LOT 2 PERDOC. 2005R00087032SCMHERETOFORE DEDICATED
HERETOFORE DEDICATEDPER DOC. 2004R0001227S2
6
°
2
9
'
5
3
"
W
20
7
.
4
9
'N78°57'17"W123.19'R=810.00'A=392.35'CB=N65°04'41"WR=740.00'A=199.58'CB=N71°13'42"WN51°12'06"W62.01'REVISIONSDATENO.DESCRIPTIONNO.DATEDESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB32100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWBRESIDENCES AT FOX MEADOWSFINAL PLAT OF SUBDIVISIONOF21123210-27-2211-02-22VP04.11,656,508 SQ. FT.AREA38.0282 ACRESPROPERTY LINEEXISTING LOT LINEBUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHEXISTING CENTERLINE(REC)RECORD DATUMFOUND IRON RODSET CONCRETE MONUMENTFOUND IRON PIPEFIPFIRFOUND CUT CROSSFCCEXISTING RIGHT-OF-WAY LINELEGENDU.E. UTILITY EASEMENTP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTSECTION CORNER10 113 2CB CHORD BEARINGA ARC LENGTHR RADIUSM.U.E. MUNICIPAL UTILITY EASEMENTSCMS.S.E. SANITARY SEWER EASEMENTPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.BASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE 42° 18' 18.36666" NLONGITUDE 88° 16' 53.42335" WELLIPSOIDAL HEIGHT: 723.761 SFTGROUND SCALE FACTOR 1.0000593117ALL MEASUREMENTS ARE ON THE GROUND.0GRAPHIC SCALE1" =10050100200400100'STATE PLANE MERIDIANNOT TO SCALEE.T.B.E. DETAILPROPOSED BUILDINGE.T.B.E.E.T.B.E. (EXCEPTION TO BLANKET EASEMENT)(TYP.)"E.T.B.E.'s" OR "NON EASEMENT AREAS" SHALL BE ASDEPICTED HEREIN OR OTHERWISE SHOWN ON THEPLAT. THE LIMITS OF SAID E.T.B.E.'s SHALL BEDEFINED AS THE MOST EXTERIOR FACE OF THEAS-CONSTRUCTED BUILDING FOUNDATION WALLSAND/OR AS AN AREA UNDER ROOF.LIMITS OF E.T.B.E : MOST EXTERIOR FACE OFTHE AS-CONSTRUCTED BUILDING FOUNDATIONWALLS AND/OR AN AREA UNDER ROOF.E.T.B.E. EXCEPTION TO BLANKET EASEMENTB BUILDINGG GARAGEM MAIL BOXEST TRASH COMPACTORVICINITY MAPNOT TO SCALESITEB # BUILDING NUMBERG # GARAGE NUMBERM # MAILBOX NUMBERT # TRASH COMPACTOR NUMBER
REVISIONSDATENO.DESCRIPTIONNO.DATEDESCRIPTIONPREPARED FOR:of1" =SCALE:PROJECT MANAGER:DRAFTING COMPLETED:CHECKED BY:FIELD WORK COMPLETED:DRAWN BY:SHEET NO.Project No:Group No:7325 Janes Avenue, Suite 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517McHENRY, IL 600505400 W. ELM ST, SUITE 110815-759-8546CUNAT, INC.CWB22100'RESIDENCES AT FOX MEADOWS, McHENRY, ILFINAL PLAT OF SUBDIVISIONMLPCWBRESIDENCES AT FOX MEADOWSFINAL PLAT OF SUBDIVISIONOF21123210-27-2211-02-22VP04.1PART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN McHENRY COUNTY, ILLINOIS.OWNER'S SCHOOL DISTRICT CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN ELEMENTARY SCHOOL DISTRICT ____________________ ANDHIGH SCHOOL DISTRICT ____________________.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____.___________________________________________OWNERNOTARY CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)I, _________________________, A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID,DO HEREBY CERTIFY THAT _________________________ , PERSONALLY KNOWN TO ME TO BE THE SAMEPERSON(S) WHOSE NAME(S) ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT AS SUCH OWNER(S),APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED THE ANNEXEDPLAT OF THEIR OWN FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF _______________, 20____.______________________________________ NOTARY PUBLICPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF McHENRY)I HEREBY CERTIFY THAT ON __________________________, 20____ THE ANNEXED PLAT WAS PRESENTEDTO AND DULY APPROVED BY THE PLANING AND ZONING COMMISSION OF THE CITY OF McHENRY, ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISION CONTROLAND DEVELOPMENT ORDINANCE OF THE CITY OF McHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANCITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)I, ________________________________, CITY ENGINEER OF THE CITY OF McHENRY, ILLINOIS, HEREBYCERTIFY THAT THE LAND IMPROVEMENTS DESCRIBED IN THE ANNEXED PLAT, AND THE PLANS ANDSPECIFICATIONS, IF ANY, MEET THE MINIMUM REQUIREMENTS OF SAID CITY..DATED AT McHENRY, McHENRY COUNTY, ILLINOIS, THIS _____ DAY OF ___________________, A.D., 20____.___________________________________[ENGINEER'S SEAL]CITY ENGINEER___________________________________ REGISTRATION NUMBEROWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXED PLAT,AND HAS CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES ANDPURPOSES THEREIN SET FORTH, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THESTYLE AND TITLES THEREON INDICATED.THE UNDERSIGNED OWNER HEREBY GRANTS AND DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THISPLAT FOR THOROUGHFARES, STREETS, ALLEYS, EASEMENTS, AND MUNICIPAL AND PUBLIC SERVICES, AND, INADDITION THERETO, SUCH OTHER LANDS THAT MAY BE SPECIFICALLY SHOWN ON THE FACT OF SAID PLAT ASHAVING BEEN DEDICATED.A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC,COMMUNICATIONS, SEWER, WATER, GAS AND DRAINAGE SERVICE IS HEREBY RESERVED FOR AND GRANTEDTO THE CITY OF MCHENRY, ILLINOIS; NORTHERN ILLINOIS GAS COMPANY; COMMONWEALTH EDISON COMPANY;AMERITECH; COMCAST; THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, JOINTLY AND SEVERALLY, TOINSTALL, OPERATE, MAINTAIN AND REMOVE, FROM TIME TO TIME, FACILITIES USED IN CONNECTION WITHUNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, SOUNDS AND SIGNALS, GAS MAINS,SEWER AND WATER MAINS AND DRAINAGE IN, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THEPROPERTY SHOWN WITHIN THE DASHED LINES ON THE PLAT AND MARKED WITH THE WORDS “EASEMENT”,"BLANKET EASEMENT", “UTILITY EASEMENT”, “DRAINAGE EASEMENT”, OR SIMILAR WORDS, TOGETHER WITHTHE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVEIMPROVEMENTS THEREON, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES AND ROOTS AS MAY BEREASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THESUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEE'SFACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED LINES MARKED AS ABOVE INDICATEDWITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES. AFTER INSTALLATION OF ANY SUCH FACILITIES, THEGRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THEPROPER OPERATION AND MAINTENANCE THEREOF.DATED THIS DAY OF , 20 .__________________________________________[CORPORATE SEAL]NAME OF CORPORATIONBY:_______________________________________, PRESIDENTATTEST: __________________________________, SECRETARYNOTARY CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)I, ______________________________A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID, DOHEREBY CERTIFY THAT ______________________________, PERSONALLY KNOWN TO ME TO BE PRESIDENTOF ____________________ CORPORATION, AND ______________________________ PERSONALLY KNOWN TO MEBE THE SECRETARY OFTHE ____________________ CORPORATION, PERSONALLY KNOWN TO ME TO BE THESAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, APPEARED BEFORE METHIS DAY IN PERSON AND SEVERALLY ACKNOWLEDGED, THAT AS SUCH PRESIDENT AND SECRETARY OF____________________ CORPORATION, THEY HAVE SIGNED AND DELIVERED SAID INSTRUMENT OF SAIDCORPORATION AND CAUSED THE CORPORATE SEAL OF SAID CORPORATION TO BE AFFIXED THERETO,PURSUANT TO THE AUTHORITY GIVEN BY THE BOARD OF DIRECTORS OF SAID CORPORATION AS THEIR FREEAND VOLUNTARY ACT, AS THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USESAND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF , 20 __ .________________________________________[NOTARY SEAL]NOTARY PUBLICCITY TREASURER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)I, ___________________________, CITY TREASURER OF THE CITY OF McHENRY, ILLINOIS, DO HEREBYCERTIFY THAT THERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTSOR ANY DEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OFLAND INCLUDED IN THIS PLAT.DATED AT McHENRY, McHENRY COUNTY, ILLINOISTHIS ______ DAY OF _________________________, A.D., 20_____.___________________________________ CITY TREASURERPERMISSION TO RECORDSTATE OF ILLINOIS)) SSCOUNTY OF DUPAGE)PURSUANT TO CHAPTER 765 ILLINOIS COMPILED STATUTES, SECTION 205/2, THE UNDERSIGNEDREGISTERED ILLINOIS LAND SURVEYOR HEREBY DESIGNATES ______________________________________OF THE CITY OF McHENRY, 333 SOUTH GREEN STREET, MCHENRY ILLINOIS 60050, TO ACT IN HIS/HERPLACE AND STEAD IN PRESENTING THE FINAL PLAT OF FOX MEADOWS SUBDIVISION FOR RECORDINGWITH THE McHENRY COUNTY RECORDER OF DEEDS. SAID FINAL PLAT BEING PREPARED AND LASTREVISED BY SAID SURVEYOR ON _________________________, 20___ .DATED THIS DAY OF , A.D., 2022 .[SURVEYOR'S SEAL]______________________________________ SIGNATURE OF SURVEYORSURVEYOR # 35-3188______________________________________STREET ADDRESS______________________________________CITY/STATE/ZIP CODE______________________________________TELEPHONE NUMBERSTATE OF ILLINOIS ) ) SSCOUNTY OF DUPAGE)THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, AN ILLINOIS REGISTERED LAND SURVEYOR NO. 3188,HAVE SURVEYED, SUBDIVIDED, AND PLATTED THE FOLLOWING DESCRIBED PROPERTY, LOCATED WITHINTHE CITY OF McHENRY, ILLINOIS , CONSISTING OF 38.0282 ACRES:LOTS 2 THROUGH 15, BOTH INCLUSIVE, AND LOT 17 AND ALL OF PATRIOT DRIVE AND AMERICAN WAY INPRAIRIE POINTE BUSINESS PARK, BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OFSECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TOTHE PLAT THEREOF RECORDED JANUARY 6, 2004 AS DOCUMENT 2004R0001227, IN McHENRY COUNTY,ILLINOIS.ALSO:LOT 1 IN PRAIRIE POINTE BUSINESS PARK RESUBDIVISION OF LOTS 16 AND 18, BEING A SUBDIVISION OFPART OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, ACCORDING TO THE PLAT OF SAID RESUBDIVISION RECORDED OCTOBER 13, 2005AS DOCUMENT 2005R0087031, IN McHENRY COUNTY, ILLINOIS.AS SHOWN BY THE PLAT HEREON DRAWN, WHICH IS A CORRECT AND ACCURATE REPRESENTATION OFSAID SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. IFURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF McHENRY RELATIVE TO PLATS ANDSUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT, THAT THE PROPERTYCOVERED BY THIS PLAT OF SUBDIVISION IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ASIDENTIFIED FOR THE CITY OF McHENRY, ILLINOIS, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCYON THE FLOOD INSURANCE RATE MAP, PANEL NO. 17111C0217J DATED 11/16/2006, AND THAT I HAVE SETALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THEPLAT ACT.THIS PROFESSIONAL SERVICE CONFORMS TO CURRENT ILLINOIS MINIMUM STANDARDS FOR BOUNDARYSURVEYS.DATED THIS DAY OF , A.D., 2022 .________________________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2024V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2023.cbartosz@v3co.comSURVEYOR'S CERTIFICATESURFACE WATER DRAINAGE CERTIFICATESTATE OF ILLINOIS)) SSCOUNTY OF McHENRY )I, _________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEER OFTHE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEF THEDRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THIS SUBDIVISIONOR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLEPROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTO PUBLICAREAS, O R DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERSWILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO ASTO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THECONSTRUCTION OF THE SUBDIVISION.DATED THIS ______ DAY OF ____________________, 20____._________________________________________________________________________________OWNERREGISTERED PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]COUNTY RECORDER CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF McHENRY)THIS PLAT WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF McHENRY COUNTY, ILLINOIS, ON THE______ DAY OF _______________________, A.D., 20_______ AT ________ O'CLOCK __.M. ASDOCUMENT NUMBER________________________________________________________________________COUNTY RECORDERCOUNTY CLERK CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)I, ______________________________________, COUNTY CLERK OF McHENRY COUNTY, ILLINOIS, DO HEREBYCERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NOUNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED INTHE ANNEXED PLAT.GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK, DATED AT WOODSTOCK, ILLINOIS THIS ______DAY OF ____________________________, 20____.[COUNTY CLERK'S SEAL]__________________________________COUNTY CLERKCITY CLERK'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF McHENRY)I, ___________________________, CITY CLERK OF THE CITY OF McHENRY, ILLINOIS, HEREBY CERTIFY THATTHE ANNEXED PLAT WAS PRESENTED TO AND BY RESOLUTION DULY APPROVED BY THE CITY COUNCILOF SAID CITY AT ITS MEETING HELD ON _________________________, THAT ALL DEDICATIONS TO THE CITYOF McHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITY COUNCIL ON SAID DATE, ANDTHAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTED FOR THE COMPLETION OF THEIMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.IN WITNESS THEREOF I HAVE SET MY HAND AND SEAL OF THE CITY OF McHENRY, ILLINOIS, THIS ______DAY OF ___________________, A.D., 20_____.{CITY SEAL}___________________________________ CITY CLERKCASH CONTRIBUTION TO THE CITY OF McHENRYSTATE OF ILLINOIS)) SSCOUNTY OF McHENRY)AS A CONDITION OF APPROVAL OF THE BLAT OF SUBDIVISION, THE UNDERSIGNED OWNER AGREES WITHTHE CITY OF McHENRY, ILLINOIS AND ALL PARTIES WHO SHALL HEREAFTER ACQUIRE FROM THESUBDIVIDER ANY LAND DESCRIBED IN THIS PLAT SHALL BE TAKEN AND HELD TO AGREE WITHTHE CITY OF McHENRY, ILLINOIS, TO COMPLY WITH THE TERMS AND PROVISIONS CONTAINED INPARAGRAPH H OF SECTION V OF THE SUBDIVISION CONTROL ORDINANCE OF THE CITY OF McHENRY,ILLINOIS, RELATING TO THE PAYMENT OF FEES FOR PARK, RECREATIONAL, SCHOOL AND LIBRARYPURPOSES.NOTICE IS HEREBY GIVEN TO ALL PERSONS, INCLUDING CORPORATIONS, WHO ACQUIRE ANY LAND FROMTHE SUBDIVIDER HEREOF, THAT NO APPLICATION FOR A BUILDING PERMIT FOR A RESIDENTIAL DWELLINGUNIT WILL BE ISSUED BY THE CITY OF McHENRY, ILLINOIS, UNLESS THE AFORESAID CASH CONTRIBUTIONHAS BEEN PREVIOUSLY PAID TO THE CITY OF McHENRY, ILLINOIS, IN CONNECTION WITH THE LAND TOWHICH THE APPLICATION FOR BUILDING PERMIT RELATES.IN WITNESS THEREOF, THE UNDERSIGNED OWNER HAS HEREUNTO SIGNED AND SEALED THISINSTRUMENT THIS ______ DAY OF ____________________, 20____._______________________________________OWNERCH
A
R
LEW.BARTOSZSIONILLI,EGDIRDOOW3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDSCH
A
R
LEW.BARTOSZSIONILLI,EGDIRDOOW3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDSEASEMENT VACATION APPROVED AND ACCEPTEDCOMMONWEALTH EDISON COMPANYBY:________________________________________TITLE: _____________________________________DATE: ____________________AMERITECHBY:________________________________________TITLE: _____________________________________DATE: ____________________NORTHERN ILLINOIS GAS COMPANYBY:________________________________________TITLE: _____________________________________DATE: ____________________CABLE TVBY:________________________________________TITLE: _____________________________________DATE: ____________________
8
EXHIBIT C
• Final Engineering Plans for Off-Site Improvements at Fox Meadows dated January
24, 2023 on file at Community Development Department
• Engineer’s Opinion of Probable Cost (EOPC) – IL-31 & Veterans’ Parkway Signal Improvements dated
• Staff Engineer’s Memorandum dated September 30, 2022
ILLINOIS LICENSED DESIGN FIRM NO. 184-000902I, RANDALL ANDERSEN, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFYTHAT THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF OF CUNAT, INC. BYV3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSION ISINTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THEPROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS.DATED THIS DAY OF , A.D., 2023.ILLINOIS LICENSED PROFESSIONAL ENGINEER 062-061606MY LICENSE EXPIRES ON NOVEMBER 30, 2023JointUtilityLocatingInformationforExcavatorsCall48 hours before you digNO SCALEPROJECT TEAMENGINEEROWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Dwayne Gillian, P.E.dgillian@v3co.comProject Engineer: Randy Andersen, P.E.randersen@v3co.comMcHENRY, ILLINOISTITLE SHEETGENERAL NOTES, LEGEND AND ABBREVIATIONSSPECIFICATIONSOVERALL LAYOUT PLANDEMOLITION PLANDEMOLITION PLANLAYOUT AND PAVING PLANLAYOUT AND PAVING PLANLAYOUT AND PAVING PLANGRADING PLANGRADING PLANEROSION CONTROL PLANEROSION CONTROL PLANEROSION CONTROL DETAILSSANITARY SEWER PLAN AND PROFILESANITARY SEWER PLAN AND PROFILECONSTRUCTION DETAILSCONSTRUCTION DETAILS0.01.01.12.03.13.24.14.24.35.15.26.16.26.37.17.28.08.1Cunat, Inc.5400 W. Elm St. Suite 110McHenry, IL 60050815 385 3192Contact: Stefanie SpitsonCIVIL ENGINEERING PLANSOFF-SITE IMPROVEMENTS AT FOX MEADOWSNO SCALEINDEXDRAWING NO.0.0N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\0.0 Tsht211232.01.dwg1/24/2023PROJECTLOCATIONDESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 01-24-2023
RA
DB
DLG
MCHENRY ILLINOIS
TITLE SHEET
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com BENCHMARKSLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION
FINAL ENGINEERING PLANSPROJECTLOCATIONMCHENRY COUNTY GEODETICCONTROL STATION "NUNDA RM1"ELEV=852.14 NAVD88SITE BENCHMARK #1ARROW BOLTNAVD88 ELEV=824.72(ESTABLISHED BY VANDERSTAPPEN LAND SURVEYOR)SITE BENCHMARK #2ARROW BOLTNAVD88 ELEV=822.48(ESTABLISHED BY VANDERSTAPPEN LAND SURVEYOR)SITE BENCHMARK #3ARROW BOLTNAVD88 ELEV=826.97(ESTABLISHED BY VANDERSTAPPEN LAND SURVEYOR)
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\1.0 Gal211232.01.dwgDRAWING NO.1.0PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GENERAL NOTES LEGEND AND
ABBREVIATIONS
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GENERAL NOTES1.EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY ANDHORIZONTAL CONTROL SHOWN ON THE DRAWINGS WEREOBTAINED FROM A SURVEY PREPARED BY:VANDERSTAPPEN LAND SURVEYING, INC.1316 N. MADISON STREETWOODSTOCK, ILLINOIS 60098COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THESURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TOFAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.2.ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESEDRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYSAND RECORDS. THEREFORE, THEIR LOCATIONS ANDELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICHARE NOT PRESENTLY KNOWN.3.CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES ANDFACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ORDERING MATERIAL AND STARTING WORK.4.ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5.THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLICAGENCY PERMITS PRIOR TO STARTING WORK. THECONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THEMUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THEOWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIESFROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,DAMAGES, AND THE COST OF DEFENSE ARISING OUT OFCONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBEDHEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THEOWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES ANDAGENTS.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR CONSTRUCTION ALONG ORACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTORSHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALLROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTORSHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETSOR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALLMAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THEOWNER OF THE ROADWAY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASES OFCONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BEPROVIDED IN ACCORDANCE WITH THE IDOT STANDARDSPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BEDONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES."8.EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCEWITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBYMADE A PART HEREOF:a."STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.b.”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS," LATEST EDITION.c.ILLINOIS RECOMMENDED STANDARDS FOR SEWAGEWORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.d.THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE CITY OF McHENRY.e.THE NATIONAL ELECTRIC CODE.f.THE ILLINOIS ACCESSIBILITY CODE.g.CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OFSOILS BEING EXPORTED FROM THE SITE AND APPROPRIATEDISPOSAL SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARDTO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.9.THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCINGANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRINGINSPECTION.10.ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER IDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINEDTHROUGHOUT THE CONSTRUCTION PERIOD. ALL TREESIDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGEINCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OFTREES UNLESS OTHERWISE INDICATED.11.CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATIONOF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OFEACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THECONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HASBEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.12.THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHEREHIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES ANDADJACENT PROPERTY IN ACCORDANCE WITH THE CITY OFMcHENRY MUNICIPAL CODE AND IDOT REQUIREMENTS.13.NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ONTHE DAY PRECEDING A HOLIDAY OR A WEEKEND.14.ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVALBEFORE COMMENCEMENT OF PAVEMENT REMOVAL.15.REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR ASPART OF THE BASE CONTRACT.16.NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17.FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT THE JOINT UTILITY LOCATION INFORMATIONFOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITYLOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION.18.BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTINGUTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCHUTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BECOORDINATED AND PERFORMED BY THE CONTRACTOR INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OFTHE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN INSERVICE ARE UNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19.THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISIONDATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION ANDSEDIMENTATION CONTROL AS DETAILED IN THE STORM WATERPOLLUTION PREVENTION PLAN.21.ALL CURB RADII REFER TO BACK OF CURB.22.ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTIONSHALL BE RESTORED IN CONFORMANCE WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTIONAND SHALL BE INCIDENTAL TO THE CONTRACT.23.STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTEDFROM DAMAGE AND IF DAMAGED, SHALL BE REPLACEDPROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY ORIDOT STANDARD SPECIFICATIONS IN MATERIALS ANDWORKMANSHIP.24.PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FORROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OFPROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) ORTOPSOIL AS INDICATED ON DRAWINGS.25.CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPONREQUEST.26.BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON ASPERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURINGAND UNDERCUTTING BY STORM WATER RUNOFF.27.BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENTABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BECONSTRUCTED BY MILLING AND SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE BITUMINOUS SURFACECOURSE.28.WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE END OFTHE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29.PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH ANDLOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDEUNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.30.FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS ANDMANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIRCOST.31.ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENTARE TO BE ADJUSTED OR RECONSTRUCTED BY THECONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ONTHE PLANS SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.32.ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS ANDTO THE SATISFACTION OF THE UTILITY OWNER.33.PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACEDAND COMPACTED PER THE MUNICIPALITY AND IDOTSPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDEREDINCIDENTAL TO THE UTILITY WORK.34.ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.35.PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANEDAND INSPECTED TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION. THE COST OF THIS WORK SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT.36.THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,GAS AND IRRIGATION SERVICES. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FORTHESE UTILITIES AND SHALL COORDINATE AND PROVIDECONDUIT CROSSINGS AS REQUIRED. THIS COORDINATIONSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANYCONFLICTS IN UTILITIES SHALL BE CORRECTED BY THEGENERAL CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.37.BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TOJOIN PIPES OF DISSIMILAR MATERIAL.38.CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALLCONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL ANDCLIENT REQUIREMENTS FOR USE IN PREPARING RECORDDRAWINGS.39.THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICELINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THEVILLAGE STANDARDS.40.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BEINCIDENTAL TO THE CONTRACT.41.COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINEDFROM THE OWNER. ANY BRACING, SHEETING OR SPECIALCONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALLTHE PROPOSED IMPROVEMENTS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONALSOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'SOPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE ATTHE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLOBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESSTHE SITE TO CONDUCT A SUPPLEMENTAL SOILSINVESTIGATION.42.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSEDDRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIREDWITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THEORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONALCONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILEFOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BYTHE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACTAND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.43.THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESOR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS ORFOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTIONOF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND SPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWMDUCTILE IRON WATER MAINDIAMETERF/GFINISHED GRADEF-FFACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPLLEFTMHMANHOLENWLNORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/PTOP OF PIPETYPTYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & GFRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/PEDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDWHEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCPREINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VVBUTTERFLY VALVE IN VALVE VAULTBLDGBUILDINGINCLDIPDUCTILE IRON PIPEEX.PGLPROFILE GRADE LINEPVTPOINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCPHANDICAPON CENTERUPUTILITY POLEMWMONITORING WELLT/WTOP OF WALLMATCH EXISTINGF & OLF & CLFRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/PBOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCPVITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONS
N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\1.0 Gal211232.01.dwgDRAWING NO.1.1PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
SPECIFICATIONS
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone SPECIFICATIONSEARTHWORK1.THE GRADING OPERATIONS ARE TO BE INSPECTED BY A THIRDPARTY SOILS ENGINEER. THE CONTRACTOR'SREPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANYUNSUITABLE SOIL REMOVAL AND MUST APPROVE, IN WRITING,ANY REMEDIATION. BOTH THE CONTRACTOR AND SOILSENGINEER MUST BE PRESENT DURING REMEDIATION.2.THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANSARE FINISH GRADE. A MINIMUM OF 4 INCHES OF TOPSOIL IS TOBE PLACED BEFORE FINISH GRADE ELEVATIONS AREACHIEVED, UNLESS OTHERWISE NOTED.3.THE SURFACE VEGETATION, TOPSOIL, TRANSITIONALMATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOIL SHALLBE STRIPPED FROM ALL AREAS TO RECEIVE STRUCTURAL FILL.IF THE UNDERLYING SUBGRADE IS FOUND TO BE UNSUITABLEFOR PROPER COMPACTION, CONTRACTOR TO CONSULT WITHSOILS ENGINEER PRIOR TO REMEDIATION.4.EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY,BUILDING AND OTHER STRUCTURAL CLAY FILL AREAS SHALL BECOMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY INACCORDANCE WITH ASTM SPECIFICATION D1557 (MODIFIEDPROCTOR METHOD), OR TO SUCH OTHER DENSITY AS MAY BEDETERMINED APPROPRIATE BY THE SOILS ENGINEER, THEAUTHORITY HAVING JURISDICTION, AND THE CONTRACTOR.5.ALL PAVEMENT SUBGRADE SHALL MEET THE REQUIREMENTSDETERMINED BY THE SOILS ENGINEER AND DOCUMENTED INTHE GEOTECHNICAL REPORT. IF AREAS OF PAVEMENTSUBGRADE ARE ENCOUNTERED WHICH DO NOT MEET THESEREQUIREMENTS, SUBGRADE REPLACEMENT OR PAVEMENTDESIGN REVISIONS SHALL BE PROVIDED WHICH ARE ADEQUATETO OBTAIN EQUIVALENT PAVEMENT STRENGTH ASDETERMINED BY THE ENGINEER, SOILS ENGINEER, AND THEAUTHORITY HAVING JURISDICTION.6.COMPLETED GRADING (FINISHED FINE GRADE) FOR PROPOSEDPAVEMENT SUBGRADE AREAS, BUILDING PADS, AND OPENSPACE AREAS SHALL BE WITHIN A 0.1' TOLERANCE OF DESIGNSUBGRADE.7.THE SUBGRADE FOR PROPOSED STREET AND PAVEMENTAREAS SHALL BE PROOF-ROLLED BY THE SUBCONTRACTOR INTHE PRESENCE OF THE JURISDICTIONAL INSPECTOR,CONTRACTOR, AND SOILS ENGINEER.8.BORROW PIT LOCATION(S) SHALL BE APPROVED BY THEOWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.SANITARY SEWER1.SANITARY SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D2241 WITH AN SDROF 26 WITH ELASTOMETRIC GASKET JOINTSCONFORMING TO ASTM D3139.2.MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES, WITHAPPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAILSHEETS). LIDS SHALL BE IMPRINTED “SEWER”.3.ALL SANITARY SEWER SHALL BE TESTED FORLEAKAGE AND DEFLECTION IN ACCORDANCE WITH SECTION31-1.12 AND 31-1.13 OF THE STANDARDSPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS.4.ALL SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSM C1244.5.CONTRACTOR SHALL VERIFY THAT THE TESTING METHODSDESIGNATED HEREIN ARE ACCEPTABLE TO LOCALAUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. IFTHE LOCAL JURISDICTION HAS MORE STRINGENT TESTINGREQUIREMENTS THE CONTRACTOR SHALL ADHERE TO THEMORE STRINGENT REQUIREMENTS. THE COST SHALL BEINCIDENTAL TO THE CONTRACT.IEPA CROSSING REQUIREMENTS1.HORIZONTAL SEPARATION:A.WATERMAINS SHALL BE LAID AT LEAST TEN FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN,STORM SEWER, SANITARY SEWER OR SEWER SERVICECONNECTION.B.WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO ASEWER LINE WHEN: I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET;II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE THECROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER.C.BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING THE REQUIREMENTS OFSECTION 653.111 WHEN IT IS IMPOSSIBLE TO MEET (A) OR(B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURETESTED TO THE MAXIMUM EXPECTED SURCHARGE HEADBEFORE BACKFILLING.2.VERTICAL SEPARATION:I.A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18INCHES ABOVE THE CROWN OF THE DRAIN OR SEWERWHENEVER WATERMAINS CROSS STORM SEWERS,SANITARY SEWERS OR SEWER SERVICE CONNECTIONS.THE VERTICAL SEPARATION SHALL BE MAINTAINED FORTHAT PORTION OF THE WATERMAIN LOCATED WITHIN TENFEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVERTHE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANTFROM THE SEWER OR DRAIN.J.BOTH THE WATERMAIN AND SEWER SHALL BECONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING REQUIREMENTS OF SECTION653.111 WHEN:I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE;ORII. THE WATERMAIN PASSES UNDER A SEWER DRAIN.K.A VERTICAL SEPARATION OF 18 INCHES BETWEEN THEINVERT OF THE SEWER OR DRAIN AND THE CROWN OF THEWATERMAIN SHALL BE MAINTAINED WHERE A WATERMAINCROSSES UNDER A SEWER. SUPPORT THE SEWER ORDRAIN LINES TO PREVENT SETTLING AND BREAKING THEWATERMAIN.L.CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THECROSSING UNTIL THE NORMAL DISTANCE FROM THEWATERMAIN TO THE SEWER OR DRAIN LINE IS ATLEAST TEN FEET.PAVING1.BASE COURSE SHALL BE AGGREGATE BASE COURSE,CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE PLANSFOR THICKNESS).2.SURFACE COURSE AND BINDER COURSE SHALL BE HOT-MIXASPHALT (HMA) CONFORMING TO IDOT STANDARDSPECIFICATIONS (SEE PLANS FOR THICKNESS).3.CURB & GUTTER AND SIDEWALK SHALL BE CLASS SI PORTLANDCEMENT CONCRETE CONFORMING TO IDOT STANDARDSPECIFICATIONS.4.SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OFDESIGN SUBGRADE ELEVATIONS BY THE EARTHWORKCONTRACTOR. FINE GRADING FOR PAVEMENTS ANDSIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVINGCONTRACTOR.5.AGGREGATE BASE COURSES SHALL BE PRIMED AT THE RATEOF 0.25 TO 0.50 GALLONS PER SQUARE YARD AND BRICK,CONCRETE, OR HMA BASES SHALL BE PRIMED AT THE RATE OF0.05 TO 0.10 GALLONS PER SQUARE YARD WITH LIQUIDASPHALT CONFORMING TO THE IDOT STANDARDSPECIFICATIONS AND APPROPRIATE FOR PREVAILINGWEATHER AND SITE CONDITIONS. PRIME COAT AND CLEANINGTHE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTALTO THE CONTRACT.6.PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLYCOMPACTED SUBGRADE MEETING THE REQUIREMENTS OF THESTANDARD SPECIFICATIONS AND RECOMMENDATIONS OF THEGEOTECHNICAL CONSULTANT. PRIOR TO PLACEMENT OF THENEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLEDWITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THEGEOTECHNICAL CONSULTANT.7.SIDEWALKS SHALL BE OF THE THICKNESS AND DIMENSIONS ASSHOWN IN THE CONSTRUCTION PLANS. CONTRACTION JOINTSSHALL BE SET AT 5' CENTERS AND ½ INCH PREMOLDED FIBEREXPANSION JOINTS SHALL BE SET AT 50' CENTERS AND WHERETHE SIDEWALK MEETS THE CURB, A BUILDING, OR AT THE ENDOF EACH POUR. ALL SIDEWALKS CONSIDERED TO BEACCESSIBLE ROUTES AS DEFINED BY THE AMERICANS WITHDISABILITIES ACT (ADA) SHALL BE SUBJECT TO ILLINOISACCESSIBILITY CODE (IAC) REQUIREMENTS, UNLESSOTHERWISE NOTED.8.TESTING OF THE SUBBASE, BASE COURSE, BINDER COURSE,SURFACE COURSE, AND CONCRETE WORK SHALL BE REQUIREDIN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS AND INACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF THEAUTHORITY HAVING JURISDICTION. A QUALIFIED TESTING FIRMSHALL BE EMPLOYED TO PERFORM THE REQUIRED TESTS.9.ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TOBE STAGGERED.
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 15BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11AASTRI DRIVEBLDG 14PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)SITE BENCHMARKSITE BENCHMARKSITE BENCHMARKSITE BENCHMARKLOT 1PRAIRIE POINTEBUSINESS PARKLOT 2PRAIRIE POINTEBUSINESS PARKLOT 6PRAIRIE POINTEBUSINESS PARKLOT 17PRAIRIE POINTEBUSINESS PARKLOT 18PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18LOT AMORGAN HILL CONDOMINIUMLOT 1MORGAN HILL CONDOMINIUMLOT 34MORGAN HILL CONDOMINIUMLOT 33MORGAN HILLCONDOMINIUMLOT 33MORGAN HILLCONDOMINIUMLOT 32MORGAN HILL CONDOMINIUMLOT 31MORGAN HILL PHASE 2LOT DMORGAN HILL PHASE 2U N S U B D I V I D E DPARCEL 15LOT 165LOT 166LOT 167THE OAKS AT IRISH PRAIRIE UNIT 2THE
OAKS
AT
IR
ISH
PRA
IR
IE
UN
IT
2LOT 168LOT 169LOT 170LOT 171LOT 172LOT 173LOT 174LOT 175LOT 176L
O
T
1
7
7
LOT 178LOT 179THE OAKS AT IRISH PRAIRIE UNIT 2PARCEL
15LOT 180PARCEL 6THE OAKS AT IRISH PRAIRIEUNIT 1LOT 1THE OAKS AT IRISHPRAIRIE UNIT 1PARCEL 1THE OAKS ATIRISH PRAIRIEUNIT 1U
N
S
U
B
D
I
V
I
D
E
D
PARCEL 1LOT 17THE OAKS
AT
IR
ISH
PRA
IR
IE
UN
IT
1PARCEL 2PARCEL
15U N S U B D I V I D E DSEE FOX MEADOWS ON-SITEFINAL ENGINEERING PLANSBY V3 COMPANIESON-SITE / OFF-SITECONCORD DR AASTRI DRIVE ILLINOIS STATE ROUTE 31
CHARMER LANEV
E
T
E
R
A
N
S
P
A
R
KW
A
YVETERANS PARKWAYDEAN LANESAVOY LANE DEAN LANE
VETERANS PARKWAYDOOLIN AVEDRAWING NO.2.0N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\2.0 Lay211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
OVERALL LAYOUT PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEEXISTING EDGEOF PAVEMENTFOX MEADOWS
KEY MAPBLDG 13300+00 301+00
SAVO
Y
L
A
N
E LOT
6PRAIR
IE
PO
INTEBUSINESS
PARKLOT AMORGAN HILL CONDOMINIUM
LOT
1MORGAN
H
ILL
CONDOM
IN
IUM VETERANSPARKWAYAASTRI DRIVE
CURB TO BE REMOVEDASPHALT TO REMAINAND BE PROTECTED400+00 401+00VETERANSPARKWAYSITE BENCHMARKLOT 17PRAIRIE POINTEBUSINESS PARKPRAIR
IE
PO
INTE
BUS
INESS
PARKRESUBDIV
IS
ION
OF
LOTS
16
&
18LOT 34MORGAN HILL CONDOMINIUMLOT
33MORGAN
H
ILLCONDOMIN
IUM
LOT
33MORGAN
H
ILLCONDOMIN
IUM
LOT 32DEAN LANE
CURB TO BE REMOVEDAND REPLACED WITHDEPRESSED CURBDRAWING NO.3.1N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\3.1 Demo211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
DEMOLITION PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEGRAPHIC SCALEGRAPHIC SCALESEE BELOW FOR CONTINUATION
SEE ABOVE FOR CONTINUATION
SEE SHEET 3.2 FOR CONTINUATION
DEMOLITION LEGENDITEM TO BE REMOVEDMISCELLANEOUS ITEM TO BE REMOVEDSAWCUT LINEASPHALT PAVEMENT TO BE REMOVEDAND REPLACED WITH FULL DEPTH PATCHTREE PROTECTION FENCEEXISTING BUILDING TO BE REMOVEDCONCRETE TO BE REMOVED(DRIVEWAYS, PATIOS, SIDEWALKS, ETC.)GRAVEL ROADWAY TO BE REMOVEDEXISTING PRAIRIEPOINTE DETENTIONFOX MEADOWSFOX MEADOWS
KEY MAPCONCORD DR
SITE BENCHMARKPARKWAYVETERANSLOT 31MORGAN HILL PHASE 2LOT DMORGAN HILL PHASE 2PARCEL 15CURB TO BEREMOVEDASPHALT TO REMAINAND BE PROTECTEDSTORM TO REMAINAND BE PROTECTEDDRAWING NO.3.2N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\3.1 Demo211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
DEMOLITION PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALESEE SHEET 3.1 FOR CONTINUATION
NOTES:1.THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THE CONSTRUCTIONDOCUMENTS. SPECIFIC DEMOLITION PROCESSES OR PROCEDURES FOR DEMOLITION ANDSTRUCTURAL CONSIDERATIONS ARE THE RESPONSIBILITY OF OTHERS. DEMOLITIONINCLUDES, BUT IS NOT LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWINGITEMS:·SIDEWALK AND ON-SITE PAVEMENT·UTILITIES·CONSTRUCTION DEBRIS2.ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BESAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TO OBTAIN A "CLEAN" JOINTWHERE IT ABUTS NEW CURB OR PAVEMENT.3.CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOTECHNICALENGINEER FOR THE MATERIAL TYPE AND USE IF CONTRACTOR DESIRES TO REUSEDEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL.4.ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED AS WORKPROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMS MUST BETRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE OR SALE OF REMOVEDITEMS ON SITE WILL NOT BE PERMITTED.5.CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH A MANNER TOENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENTFACILITIES.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS, PAVEMENTSAND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BE RESPONSIBLE FORREPAIRING THE SAME.7.EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEING DEMOLISHED,ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINST DAMAGE DURING DEMOLITIONOPERATIONS. CONTRACTOR SHALL ARRANGE FOR SHUT-OFF OF UTILITIES SERVINGSTRUCTURES TO BE DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR TURNING OFF,DISCONNECTING, AND SEALING INDICATED UTILITIES BEFORE STARTING DEMOLITIONOPERATIONS.8.EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDS AND FILLEDWITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIES TO BE REMOVED ARE TOHAVE THEIR TRENCHES BACKFILLED WITH ENGINEERED FILL OR SELECT EXCAVATEDMATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER, TO 95% OF MODIFIEDPROCTOR DENSITY.9.ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS) SHALL BEREMOVED AND RELOCATED PER THE UTILITY OWNER AND THE LOCAL MUNICIPALITY'SREQUIREMENTS.10.CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND AND OVERHEADUTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALL BE COORDINATED WITHTHE RESPECTIVE UTILITY OWNER AND THE GOVERNING MUNICIPALITY. DAMAGEDCABLES/CONDUITS SHALL BE REPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TOREMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALLDAMAGED STRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COSTSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.11.REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BE COMPLETEDAS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TO COORDINATERELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALL MINIMIZE DISRUPTION OFSERVICE AND SHALL WORK WITH UTILITY OWNER TO MAINTAIN AN ACCEPTABLE LEVEL OFSERVICE.12.USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TOMINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THE AIR. COMPLY WITH ALLGOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.13.DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALMANNER.14.COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION TOTHE FINAL LINES AND GRADES SHOWN ON THE CONTRACT DOCUMENTS. BACKFILLMATERIAL SHALL BE IDOT APPROVED AGGREGATE (CA-6) OR APPROVED EQUAL.15.THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUND STORAGE TANKS.SHOULD UNDERGROUND STORAGE TANKS BE ENCOUNTERED, CONTRACTOR TOCONTACT OWNER AND ENGINEER TO DETERMINE RESPONSIBILITY FOR ANYENVIRONMENTAL REMEDIATION OR REMOVAL WORK AS NECESSARY. ANY REMOVAL OFUNDERGROUND STORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATESTANDARDS.16.SEE SHEET 7.1 AND 7.2 FOR DEMOLITION AND ABANDONING ITEMS FOR PROPOSEDSANITARY SEWER.
KEY MAPNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.3. SEE CROSSWALK STRIPING DETAILS ON 8.0.PAVING LEGENDCONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6ASPHALT WALKING PATH2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6EX. DEPRESSED CURBBLDG 13300+00 301+00
SAVO
Y
L
A
N
E LOT
6PRAIR
IE
PO
INTEBUSINESS
PARKLOT AMORGAN HILL CONDOMINIUM
LOT
1MORGAN
H
ILL
CONDOM
IN
IUM VETERANSPARKWAYAASTRI DRIVE
CROSSWALK STRIPINGSTOP BAR5.8'R6.6
'R3'NEW CURB WITHDRAINAGE FLARE5'5'MATCH EXISTINGSIDEWALKMATCH EX.SIDEWALKMATCH EX.SIDEWALKNEW CURB WITHDRAINAGE FLARE5'DEPRESSEDCURB400+00 401+00VETERANSPARKWAY LOT 17PRAIRIE POINTEBUSINESS PARKPRAIR
IE
PO
INTE
BUS
INESS
PARKRESUBDIV
IS
ION
OF
LOTS
16
&
18LOT 34MORGAN HILL CONDOMINIUMLOT 33MORGAN H
ILLCONDOMIN
IUM
LOT
33MORGAN
H
ILLCONDOMIN
IUM
LOT 32MORGAN HILL CONDOMINIUMDEAN LANESEE FOX MEADOWS ON-SITE FINALENGINEERING PLANS BY V3COMPANIES FOR CONTINUATION.8'MATCH EX
.SIDEWALK MATCH ASPHALTPATH8'DEPRESSEDCURB (TYP.)CROSSWALKSTRIPINGDRAWING NO.4.1N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\4.1 Lay211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEGRAPHIC SCALEGRAPHIC SCALESEE BELOW FOR CONTINUATION
SEE ABOVE FOR CONTINUATION
SEE 4.2 FOR CONTINUATION EDGE OF PAVEMENTEXISTING PRAIRIEPOINTE DETENTIONFOX MEADOWSFOX MEADOWS
KEY MAPNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.3. SEE CROSSWALK STRIPING DETAILS ON 8.0.PAVING LEGENDCONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6ASPHALT WALKING PATH2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6EX. DEPRESSED CURB.CONCORD DR
PARKWAYVETERANSLOT 32MORGAN HILL CONDOMINIUMLOT 31MORGAN HILL PHASE 2LOT DMORGAN HILL PHASE 28'8' HMA PATHCROSSWALK STRIPINGSTOP BARPROPOSEDBOX CULVERT5'6'NEW CURB WITHDRAINAGE FLARE(TYP)MATCH EX.SIDEWALKMATCH EX.SIDEWALK6'MATCH ASPHALTPATHDRAWING NO.4.2N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\4.1 Lay211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALESEE SHEET 4.1
VETERANS
P
A
R
KW
A
YCHARMAR LANETHE OAKS AT IRISH PRAIRIE UNIT 2THE OAKS AT IRISHPRAIRIE UNIT 1PARCEL 1THE OAKS ATIRISH PRAIRIEUNIT 1U N S U B D I V I D E D
PARCEL
15PROPOSEDCROSSWALKSTRIPINGEX. STOPBARAND SIGNEX. DEPRESSEDCURBEX. CROSSWALKSTRIPING (RESTRIPEAS NEEDED)EX. DEPRESSEDCURBPROPOSEDCURB ANDGUTTERPAVEMENTPATCHMATCHEXISTINGSIDEWALK PATCHMATCH EXISTINGKEY MAPNOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.3. SEE CROSSWALK STRIPING DETAILS ON 8.0.PAVING LEGENDCONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6ASPHALT WALKING PATH2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6EX. DEPRESSED CURBVETERANS PARKWAYDOOLIN AVENUEPARCEL 1THE
OAKS
AT
IR
ISH
PRA
IR
IE
UN
IT
1PARCEL 2U N S U B D I V I D E DPROPOSEDCROSSWALKSTRIPINGEX. STOPBARAND SIGNEX. DEPRESSEDCURBEX. DEPRESSEDCURBEX. CROSSWALKSTRIPING (RESTRIPEAS NEEDED)DRAWING NO.4.3N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\4.1 Lay211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEVETERANS PARKWAY AND CHARMAR LANE INTERSECTIONVETERANS PARKWAY AND DOOLIN AVENUE INTERSECTION
SAVO
Y
L
A
N
E LOT
6PRAIR
IE
PO
INTEBUSINESS
PARKLOT AMORGAN HILL CONDOMINIUM
LOT
1MORGAN
H
ILL
CONDOM
IN
IUM VETERANSPARKWAYAASTRI DRIVE825.01± M.E.825.25± M.E.825.17825.25825.88825.80± M.E.826.00± M.E.826.00826.10± M.E.826.18825.80± M.E.825.88826.15± M.E.826.23825.00± M.E.825.08825.00± M.E.825.08824.48824.40824.32± M.E.824.33± M.E.824.43± M.E.824.83± M.E.824.85± M.E.824.75± M.E.824.80± M.E.825.71± M.E.825.53± M.E.824.65± M.E.824.75± M.E.824.75824.85825.35825.25824.18824.22824.46± M.E.824.34± M.E.824.50824.55FES 1IE: 822.72FES 2IE: 822.908' PEDESTRIAN PATHSEE ON-SITE PLANS BY V320 LF - 12" HDPE@ 0.90%BLDG 13KEY MAPVETERANSPARKWAYSITE
BENCHMARKPRAIRIE POINTEBUSINESS PARKLOT
18PRAIR
IE
PO
INTE
BUS
INESS
PARKRESUBDIV
IS
ION
OF
LOTS
16
&
18LOT 34MORGAN HILL CONDOMINIUMLOT
33MORGAN
H
ILLCONDOMIN
IUM
LOT
33MORGAN
H
ILLCONDOMIN
IUM
LOT 32DEAN LANE
819.95819.79819.69± M.E.819.85± M.E.819.46± M.E.819.30± M.E.819.20819.36819.14819.00818.29818.15819.24819.10± M.E.819.44819.30± M.E.819.58819.45± M.E.819.25± M.E.818.90818.90819.47± M.E.820.03820.03820.03819.85± M.E.820819.40820.51± M.E.820.39± M.E.820.26± M.E.KEY MAPNOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES EDGE OF PAVEMENT ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.5.1N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\5.1 Grd211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEGRAPHIC SCALESEE BELOW FOR CONTINUATION
SEE ABOVE FOR CONTINUATION
SEE SHEET 5.2 FOR CONTINUATION EXISTING PRAIRIEPOINTE DETENTIONFOX MEADOWS
KEY MAPNOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES EDGE OF PAVEMENT ELEVATION UNLESSOTHERWISE NOTED.CONCORD DR
SITE BENCHMARKPARKWAYVETERANSPRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18MORGAN HILL CONDOMINIUMLOT 31MORGAN HILL PHASE 2LOT DMORGAN HILL PHASE 2PARCEL 15819.44819.30± M.E.819.58819.45± M.E.818.64818.50± M.E.819.25± M.E.819.15± M.E.819.04818.90817.64817.50816.35816.49815.86816.00807.67± M.E.807.88± M.E.8
1
5
810
80981281381481
1818.90819.47± M.E.820.03820.03819.93820.03819.71± M.E.819.85± M.E.820819819.40819.30820.51± M.E.820.39± M.E.819.43± M.E.820.26± M.E.819.07819.09819.19819.17819.69± M.E.819.67± M.E.818.50± M.E.818.85± M.E.DRAWING NO.5.2N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\5.1 Grd211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALESEE SHEET 5.1 FOR CONTINUATIONIE: 817.80IE: 818.00BOX CULVERTSEE DETAILSHEET 8.1
KEY MAPNOTES:1.CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK. CONTRACTOR TOMAINTAIN SILT FENCE AS SHOWN AND INSTALL ADDITIONALSILT FENCE WHEREVER NECESSARY THROUGHOUTCONSTRUCTION ACTIVITIES TO MINIMIZE SOIL EROSION.2.CONTRACTOR TO INSTALL INLET PROTECTION ON ALL OPENLID STRUCTURES. SEE INLET PROTECTION DETAIL ONSHEET 6.4.3.ALL SEDIMENT AND EROSION CONTROL MEASURES IN ANDAROUND THE PROPOSED IMPROVEMENTS ARE TO REMAININ PLACE AND TO BE MAINTAINED THROUGHOUTCONSTRUCTION ACTIVITIES UNTIL THE PROPOSEDIMPROVEMENTS ARE COMPLETED AND THE SITEADEQUATELY STABILIZED.4.THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BY V3COMPANIES. THE CONTRACTOR IS RESPONSIBLE FORIMPLEMENTING THE PROVISIONS INDICATED IN THE SWPPP,INCLUDING EROSION CONTROL MEASURES ANDINSPECTION FREQUENCY, AS REQUIRED BY THE IEPANPDES PHASE II PERMIT PROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDBLDG 13300+00 301+00
SAVO
Y
L
A
N
E LOT
6PRAIR
IE
PO
INTEBUSINESS
PARKLOT AMORGAN HILL CONDOMINIUM
LOT
1MORGAN
H
ILL
CONDOM
IN
IUM VETERANSPARKWAYAASTRI DRIVEOUTLOT A825.01± M.E.825.25± M.E.825.17825.25825.88825.80± M.E.826.00± M.E.826.00826.10± M.E.826.18825.80± M.E.825.88826.15± M.E.826.23825.00± M.E.825.08825.00± M.E.825.08824.48824.40824.32± M.E.824.33± M.E.824.43± M.E.824.83± M.E.824.85± M.E.824.75± M.E.824.80± M.E.825.71± M.E.825.53± M.E.824.65± M.E.824.75± M.E.824.75824.85825.35825.25824.18824.22824.46± M.E.824.34± M.E.824.50824.55RIP RAP (TYP.)COIR LOGS (TYP.)BLDG 14400+00 401+00VETERANSPARKWAY
SITE
BENCHMARKPRAIRIE POINTEBUSINESS PARKLOT
18PRAIR
IE
PO
INTE
BUS
INESS
PARKRESUBDIV
IS
ION
OF
LOTS
16
&
18LOT 34MORGAN HILL CONDOMINIUMLOT
33MORGAN
H
ILLCONDOMIN
IUM
LOT
33MORGAN
H
ILLCONDOMIN
IUM
LOT 32MORGAN HILL CONDOMINIUMDEAN LANE825.71± M.E.825.53± M.E.824.75824.85825.35819.95819.79819.69± M.E.819.85± M.E.819.46± M.E.819.30± M.E.819.20819.36819.14819.00818.29818.15819.24819.10± M.E.819.44819.30± M.E.819.58819.45± M.E.818.50± M.E.819.25± M.E.819.15± M.E.819.04818.90818.90819.47± M.E.820.03820.03819.93820.03819.71± M.E.819.85± M.E.820819819.40819.30820.51± M.E.820.39± M.E.819.43± M.E.820.26± M.E.818.50± M.E.818.85± M.E.DRAWING NO.6.1N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\6.1 Ero211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEGRAPHIC SCALESEE BELOW FOR CONTINUATION
SEE ABOVE FOR CONTINUATION
SEE 6.2 FOR CONTINUATIONGRAPHIC SCALE
KEY MAPNOTES:1.CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK. CONTRACTOR TOMAINTAIN SILT FENCE AS SHOWN AND INSTALL ADDITIONALSILT FENCE WHEREVER NECESSARY THROUGHOUTCONSTRUCTION ACTIVITIES TO MINIMIZE SOIL EROSION.2.CONTRACTOR TO INSTALL INLET PROTECTION ON ALL OPENLID STRUCTURES. SEE INLET PROTECTION DETAIL ONSHEET 6.4.3.ALL SEDIMENT AND EROSION CONTROL MEASURES IN ANDAROUND THE PROPOSED IMPROVEMENTS ARE TO REMAININ PLACE AND TO BE MAINTAINED THROUGHOUTCONSTRUCTION ACTIVITIES UNTIL THE PROPOSEDIMPROVEMENTS ARE COMPLETED AND THE SITEADEQUATELY STABILIZED.4.THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BY V3COMPANIES. THE CONTRACTOR IS RESPONSIBLE FORIMPLEMENTING THE PROVISIONS INDICATED IN THE SWPPP,INCLUDING EROSION CONTROL MEASURES ANDINSPECTION FREQUENCY, AS REQUIRED BY THE IEPANPDES PHASE II PERMIT PROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDCONCORD DR
SITE BENCHMARKPARKWAYVETERANSMORGAN HILL CONDOMINIUMLOT 31MORGAN HILL PHASE 2LOT DMORGAN HILL PHASE 2819.44819.30± M.E.819.58819.45± M.E.818.64818.50± M.E.819.25± M.E.819.15± M.E.819.04818.90817.64817.50816.35816.49815.86816.00807.67± M.E.807.88± M.E.8
1
5
810
80981281381481
1818.90819.47± M.E.820.03820.03819.93820.03819.71± M.E.819.85± M.E.820819819.40819.30820.51± M.E.820.39± M.E.819.43± M.E.820.26± M.E.819.07819.09819.19819.17819.69± M.E.819.67± M.E.818.50± M.E.818.85± M.E.RIP RAPDRAWING NO.6.2N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\6.1 Ero211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL PLAN
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GRAPHIC SCALESEE SHEET 6.1 FOR CONTINUATION
DRAWING NO.6.3N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\6.1 Ero211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL DETAILS
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone COIR LOG / SEDIMENT TRAPPLAN VIEWSECTIONCREATE CONTINUOUS BARRIERBETWEEN COIR LOGFLARED END SECTION2" x 2" STAKESINSTALLED INCOIR LOGFLOWNOTES:1.COIR LOGS TO BE STAKED, OR OTHERWISE ANCHORED, IF NECESSARY.2.COIR LOGS SHALL BE PLACED WITH ENDS TIGHTLY ABUTTING THEADJACENT CORES.3.EACH COIR LOG SHALL BE FIRMLY EMBEDDED IN THE SOIL.4.INSPECTION SHALL BE FREQUENT AND AFTER RAIN EVENTS, REPAIR ORREPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.5.COIR LOGS SHALL BE REMOVED AS DIRECTED BY ENGINEER.18" MINIMUMFES #W1W2LadROCK GRADATIONRIP RAP SIZING TABLESIZEFES 112"3.75'15.25'14'15"RR-3BOX CULVERT12"10'15.25'20'15"RR-4FOR PAVEMENT AREAS ONLY
LOT DMORGAN HILL PHASE 2U N S U B D I V I D E DPARCEL 15THE OAKS AT IRISH PRAIRIE UNIT 2LOT 168LOT 172LOT 173LOT 17410+0011+0012+0013+0014+0015+0016+0017+0010+0011+0012+0013+0014+0015+0016+0017+00SMH 4SMH 6SMH 3SMH 58" SAN STUBVETERANSEX. SAN TO BE ABANDONED IN PLACE AND FILLED WITH SAND ORSIMILAR FILL MATERIAL. MANHOLE FRAME AND BARREL TO BEREMOVED AND FILLED WITH SAND OR SIMILAR MATERIAL (TYP.)RESTORE EXISTING 15"STORM SEWER AND FLAREDEND SECTION AS NEEDEDEX. TREES TO BEREMOVED (TYP.).C01C02C04C03785790795800805810815808.0808.0807.3806.6
806.0
806.6
807.1
807.7
808.2
808.6
809.0
809.3
809.7
810.1
810.3
808.04808.00807.32806.64
806.03
806.58
807.12
807.67
808.22
808.62
808.98
809.35
809.71
810.07
810.359+7010+0011+0012+0013+0014+0015+0016+0017+00SMH 7REMOVE AND REPLACE MH4' SANITARY DROP MHRIM: 808.04IE: 802.70 (W)IE: 801.40 (SE)EX. 8" 801.40 (N,S)SMH 64' SANITARY DROP MHRIM: 808.50IE: 801.27 (NW)IE: 797.71 (E)13 LF - 10" PVC@ 0.98%184 LF - 10" PVC@ 0.35%207 LF - 10" PVC@ 0.35%SMH 54' SANITARY MHRIM: 806.00IE: 797.06 (W)IE: 797.06 (NE)SMH 34' SANITARY MHRIM: 810.30IE: 795.37 (SW)IE: 795.37 (NE)278 LF - 10" PVC@ 0.35%SMH 44' SANITARY MHRIM: 808.26IE: 796.33 (SW)IE: 796.33 (NW)IE: 796.33 (NE)EX. 8" SANPROPOSED GRADEOVER C OF PROPOSEDSANITARY SEWERLC0212" WM B/P 799.9010" SAN T/P 798.37 FIELD VERIFYAND NOTIFY ENGINEER OF DISCREPANCIES.USE WM QUALITY PIPE TO EXTEND 10' ONEACH SIDE OF CROSSINGC0348" ST IE 798.2810" SAN 797.96C0412" WM B/P 800.4010" SAN T/P 797.37 FIELD VERIFYAND NOTIFY ENGINEER OF DISCREPANCIES.USE WM QUALITY PIPE TO EXTEND 120' ONEACH SIDE OF CROSSINGC0115" ST B/P 806.5116" SAN T/P 802.20785790795800805810815808.0808.0807.3806.6
806.0
806.6
807.1
807.7
808.2
808.6
809.0
809.3
809.7
810.1
810.3
808.04808.00807.32806.64
806.03
806.58
807.12
807.67
808.22
808.62
808.98
809.35
809.71
810.07
810.359+7010+0011+0012+0013+0014+0015+0016+0017+00SMH 7REMOVE AND REPLACE MH4' SANITARY DROP MHRIM: 808.04IE: 802.70 (W)IE: 801.40 (SE)EX. 8" 801.40 (N,S)SMH 64' SANITARY DROP MHRIM: 808.50IE: 801.27 (NW)IE: 797.71 (E)13 LF - 10" PVC@ 0.98%184 LF - 10" PVC@ 0.35%207 LF - 10" PVC@ 0.35%SMH 54' SANITARY MHRIM: 806.00IE: 797.06 (W)IE: 797.06 (NE)SMH 34' SANITARY MHRIM: 810.30IE: 795.37 (SW)IE: 795.37 (NE)278 LF - 10" PVC@ 0.35%SMH 44' SANITARY MHRIM: 808.26IE: 796.33 (SW)IE: 796.33 (NW)IE: 796.33 (NE)EX. 8" SANPROPOSED GRADEOVER C OF PROPOSEDSANITARY SEWERLC0212" WM B/P 799.9010" SAN T/P 798.37 FIELD VERIFYAND NOTIFY ENGINEER OF DISCREPANCIES.USE WM QUALITY PIPE TO EXTEND 10' ONEACH SIDE OF CROSSINGC0348" ST IE 798.2810" SAN 797.96C0412" WM B/P 800.4010" SAN T/P 797.37 FIELD VERIFYAND NOTIFY ENGINEER OF DISCREPANCIES.USE WM QUALITY PIPE TO EXTEND 120' ONEACH SIDE OF CROSSINGC0115" ST B/P 806.5116" SAN T/P 802.20DRAWING NO.7.1N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\7.1 SanProf211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
SANITARY PLAN AND PROFILE
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GRAPHIC SCALESEE 7.2 FOR CONTINUATION
SEE 7.2 FOR CONTINUATIONGRAPHIC SCALE
LOT 172LOT 173LOT 174LOT 175LOT 176LOT 177LOT 178LOT 179THE OAKS AT IRISH PRAIRIE UNIT 2PARCEL 15PARCEL 1THE OAKS ATIRISH PRAIRIEUNIT 1U N S U B D I V I D E DPARCEL 1516+0017+0018+0019+0020+0021+0022+0023+0023+0916+0017+0018+0019+0020+0021+0022+0023+0023+09SMH 3SMH 2SMH 1EX. SMHCHARMAR LANEVETERANSPARKWAYVETERANSEX. SAN TO BE ABANDONED IN PLACE AND FILLED WITH SAND ORSIMILAR FILL MATERIAL. MANHOLE FRAME AND BARREL TO BEREMOVED AND FILLED WITH SAND OR SIMILAR MATERIAL (TYP.)C06C05C07785790795800805810815810.1810.3810.5810.6810.7
810.9
810.9
810.9
810.9
810.9
810.9
810.9
810.7
810.7
810.07810.35810.47810.60810.73
810.86
810.95
810.94
810.93
810.92
810.91
810.90
810.73
810.7517+0018+0019+0020+0021+0022+0023+0023+50SMH 34' SANITARY MHRIM: 810.30IE: 795.37 (SW)IE: 795.37 (NE)SMH 14' SANITARY MHRIM: 810.90IE: 793.47 (SW)IE: 793.47 (NE)76 LF - 10" PVC@ 1.40%290 LF - 10" PVC@ 0.35%EX. SMH4' SANITARY MHRIM: 811.04IE: 792.40 (SW)EX. 8" 802.8 (NW)EX. 8" 792.4 (SE)SMH 24' SANITARY MHRIM: 810.95IE: 794.48 (SW)IE: 794.48 (NE)255 LF - 10" PVC@ 0.35%PROPOSED GRADEOVER C OF PROPOSEDSANITARY SEWERLC0712" WM B/P 803.3510" SAN T/P 794.14C0612" ST B/P 803.8510" SAN T/P 794.41C0512" ST B/P 803.7310" SAN T/P 794.53785790795800805810815810.1810.3810.5810.6810.7
810.9
810.9
810.9
810.9
810.9
810.9
810.9
810.7
810.7
810.07810.35810.47810.60810.73
810.86
810.95
810.94
810.93
810.92
810.91
810.90
810.73
810.7517+0018+0019+0020+0021+0022+0023+0023+50SMH 34' SANITARY MHRIM: 810.30IE: 795.37 (SW)IE: 795.37 (NE)SMH 14' SANITARY MHRIM: 810.90IE: 793.47 (SW)IE: 793.47 (NE)76 LF - 10" PVC@ 1.40%290 LF - 10" PVC@ 0.35%EX. SMH4' SANITARY MHRIM: 811.04IE: 792.40 (SW)EX. 8" 802.8 (NW)EX. 8" 792.4 (SE)SMH 24' SANITARY MHRIM: 810.95IE: 794.48 (SW)IE: 794.48 (NE)255 LF - 10" PVC@ 0.35%PROPOSED GRADEOVER C OF PROPOSEDSANITARY SEWERLC0712" WM B/P 803.3510" SAN T/P 794.14C0612" ST B/P 803.8510" SAN T/P 794.41C0512" ST B/P 803.7310" SAN T/P 794.53DRAWING NO.7.2N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\7.1 SanProf211232.01.dwg1/24/2023PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
SANITARY PLAN AND PROFILE
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
www.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:01-24-2023
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GRAPHIC SCALESEE 7.1 FOR CONTINUATION
GRAPHIC SCALESEE 7.1 FOR CONTINUATION
DRAWING NO.8.0N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\8.0 Det211232.01.dwg1/24/2023DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 01-24-2023
RA
DB
DLG
MCHENRY ILLINOIS
CONSTRUCTION DETAILS
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GUTTER WRAP - AROUNDBBABBAASECTIONSA-A. DEPRESSED CURB & GUTTERB-B. BARRIER CURB & GUTTER(SEE STATE STANDARDS)3' MIN. TRANSITION FROMBARRIER CURB TODEPRESSED CURBR=25' MIN.DITCH FLOW LINE3' MIN. TRANSITION FROMBARRIER CURB TODEPRESSED CURBR=25' MIN.NEW PAVED SHOULDERDITCH FLOW LINEEXPANSION JOINT3'
MAX.
2'
MIN.
3'
MAX.
2'
MIN.PAVED SHOULDERASTONE SHOULDERCONTRACTION JOINT DETAILEXPANSION JOINT DETAILNOTE:UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE 5'-0" O.C.AND EXPANSION JOINTS TO BE 40' O.C. MAX., OR AT BACK OF CURB, CHANGEOF DIRECTION, OTHER WALK, UTILITY APPURTENANCE, OR FACE OF STRUCTURE.COMPACTEDSUBGRADE(TYPICAL)4" AGGREGATEBASE (CA-6)5" P.C.CCONCRETE SIDEWALK JOINT SEALANTHOLD DOWN 0.125"18" RPREMOLDED FILLER18" R18" TOOLED JOINT (MIN.)1 14"12"NOTE:1.PAVEMENT TO MATCH PROPOSED SECTION AS INDICATED ON PLANS.BUTT JOINT_" BITUMINOUS SURFACE COURSE_" BITUMINOUS BINDER COURSE_" AGGREGATE BASE CA-6_" COMPACTED SUBGRADE6'BUTT JOINTEXISTINGPAVEMENTBDA & CA & C(PLAN VIEW)EXIST. C & GA SAW CUT EXISTING PAVEMENTB REMOVE EXISTING CURB AND GUTTERC ADD EXPANSION JOINT AND DOWEL BARD CONSTRUCT NEW CURB TO MATCH EXISTING ELEVATIONS.CURB AND GUTTER REMOVAL AND REPLACEMENT
45°WATER MAIN CROSSINGNOTES:1.CONTRACTOR MAY BEND WATER MAIN PIPE UNIFORMLY UNDER SEWERSWITHOUT USING FITTINGS PROVIDED THAT JOINT DEFLECTION DOES NOTEXCEED 5 DEGREES PER JOINT FOR PIPE UNDER 14" IN SIZE AND 3 DEGREESPER JOINT FOR PIPE 14" AND OVER IN SIZE. IF FITTINGS ARE USED,CONTINUOUS STRAPPING WITH RODS, STRAPS, NUTS AND BOLTS BELOWNORMAL WATER MAIN DEPTH ARE REQUIRED OR RETAINER GLANDS MAY BEUSED IN LIEU OF STRAPPING. RETAINER GLANDS TO BE CLOW NO. F-1058, ORAPPROVED EQUAL.2.COMPACTED MATERIAL BELOW SEWER SHALL CONFORM TO STANDARDSPECIFICATION FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS STD.DWG. NO. 20. AND 233.HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS ANDSEWERS SHALL COMPLY WITH SECTION 41-2.01 OF THE STANDARDSPECIFICATIONS FOR SEWERS AND WATER MAIN CONSTRUCTION INILLINOIS, LATEST EDITION.COMPACTED SELECT EXCAVATEDCLASS IV MATERIAL (SEE NOTE NO. 4)PROPOSEDD.I.W.M.GRAVITY SEWER TO BE WATER MAINQUALITY PRESSURE PIPE FOR ADISTANCE 10' ON EITHER SIDE OF THEOUTSIDE WALL OF THE WATER MAIN.EXISTING OR PROPOSED GRADE10'MIN.10'MIN.3'18"
MIN.
MIN.
4"
MIN.
5' 6"NON-PAVED AREASPAVED AREASNOTES:1. EXCAVATION LINE : PIPE SIZES UP TO 24", USE I.D. PLUS 20" PIPE SIZES OVER 24", USE O.D. PLUS 24"2. LIMITS OF TRENCH GRANULAR BACKFILL SHALL EXTEND 2' OUTSIDE ALL PAVED AREAS.3. BEDDING MATERIAL FOR PVC PIPE INSTALLATION SHALL COMPLY WITH ASTM D-2321-89, CLASS IA OR IB.TRENCH BACKFILL SECTIONSFOR PVC SANITARY SEWERPAVEMENT STRUCTUREGROUND SURFACEPAVEMENTSUBGRADEEXCAVATION LINESEE NOTE 112"SEE NOTE 1SEE NOTE 1SELECTEXCAVATEDMATERIAL12"COMPACTEDGRANULARBACKFILL(CA-6)COMPACTEDBEDDINGMATERIAL(CA-7)COMPACTEDBEDDNGMATERIAL(CA-7)4" IN EARTH CUT6" IN ROCK CUTDRAWING NO.8.1N:\2021\211232\Drawings\ACAD\LD\S04.1\Sheet Drawings\8.0 Det211232.01.dwg1/24/2023DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 01-24-2023
RA
DB
DLG
MCHENRY ILLINOIS
CONSTRUCTION DETAILS
OFF-SITE IMPROVEMENTS AT
FOX MEADOWS
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GRATE FOR FLARED END SECTIONAPRON SIZEV-BARSIZEH-BARSIZENO. OFH-BARSREQ'DBOLTDIA"A"DIMINCHESINCHES123PLANLONGITUDINAL SECTION58 DIA12 DIA124ROUND PIPE APRONS
15182124273036424854606672849034444444555667758 DIA58 DIA58 DIA34 DIA34 DIA34 DIA1 DIA 1 DIA1 DIA112PIPE112PIPE112PIPE112PIPE112PIPE112PIPE12 DIA12 DIA12 DIA58 DIA58 DIA58 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA1212121212123434343434343434345588888891014412412512512NOTES:1.BARS AND PLATES AREHOT-ROLLED STEEL.2.BARS, PLATES AND PIPE AREFINISHED WITH 2 COATS OFALUMINUM PAINT.3.BOLTS ARE GALVANIZED.BOLT TO APRON 6" FROM EDGEOF CONCRETE 3 BOLT PLATESARE REQUIRED - 1/4"X4"X10"6" TYP.6"WALLPIPE DIA.A6"V-BARS6"MAXH-BARSPIPEDIA.WALLABCDERSLOPE12"2"4"2'-0"15"18"21"24"2'-0"9"6"2'-3"3'-10"6'-1"2'-6"11"9"3"9"2'-3"3'-10"2'-11"3'-2"2'-6"6'-1"6'-1"3'-0"3'-6"4'-0"12"13"14"R214"212"234"912"3'-712"6'-112"27"30"33"36"42"48"54"60"66"72"78"84"314"312"334"4"412"5"512"6"612"7"712"8"1012"12"1312"15"21"24"27"35"30"36"36"36"4'-0"4'-6"4'-1012"5'-3"5'-3"6'-0"5'-5"5'-0"6'-0"6'-6"7'-6"7'-612"4'-078"6'-078"6'-112"6'-134"8'-134"8'-134"8'-2"8'-2"8'-4"8'-3"8'-3"8'-3"9'-3"9'-312"4'-6"5'-0"5'-6"6'-0"6'-6"7'-0"7'-6"8'-0"8'-6"9'-0"9'-6"10'-0"1412"15"1712"20"22"22"24"*****3:13:13:13:13:13:12.4:12:12:12.26:12.12:11.94:13:13:13:13:13:1* RADIUS AS FURNISHED BY MANUFACTURER2512"1934"3914"3434"35"26"35"39"27"21"21"21"PRECAST REINFORCED CONCRETE FLARED END SECTIONPLANEND VIEWLONGITUDINAL SECTIONNOTES:1.PRECAST CONCRETE FLARED END SECTION SHALLCONFORM TO THE APPLICABLE REQUIREMENTS OFAASHTO M-170 CLASS III, WALL B REINFORCEDCONCRETE PIPE.2.LENGTHS OF PIPE WHICH TERMINATE WITH AFLARED END SECTION INCLUDE THE LENGTH OFTHE FLARED END SECTION.STANDARD REINFORCEMENTFOR CIRCULAR CLASS III,WALL B REINFORCEDCONCRETE PIPEEND BLOCKCASTSEPARATE2-#4 BAREND CONNECTION TOFIT PIPE USEDCOORDINATE POINT ORDIMENSIONED LOCATION OR ASSHOWN ON PLANSPIPE DIA.SAME REINFORCEMENTAS INNER CAGEWALLWALLCBD3"8"18"3"AWALLE PIPE DIA.E WALLWALLPIPE DIA.5'15"
SCHEDULE I - ROUTE 31/VETERANS PARKWAY SIGNAL
No.Item Quantity Unit Unit Price Extension
1 Traffic Signal - Complete 1 LUMP SUM 400,000.00$ 400,000.00$
2 Driveway Realignment for Waste Management 1 LUMP SUM 25,000.00$ 25,000.00$
3 Engineering & Project Management 1 EA 25,000.00$ 25,000.00$
SUBTOTAL SCHEDULE I - ROUTE 31/VETERANS PARKWAY SIGNAL 450,000.00$
SUBTOTAL SCHEDULE I - PRICE ESCALATION CONTINGENCY 35%157,500.00$
TOTAL COST SCHEDULE I - ROUTE 31/VETERANS PARKWAY SIGNAL 607,500.00$
PREVIOUS COST CONTRIBUTIONS (100,000.00)$
LETTER OF CREDIT AMOUNT 507,500.00$
Notes:
1)Project costs are in current year dollars. Contingency or cost escallation should be added
to reflect projected construction year.
2)EOPC based on engineer's experience and research of other similar projects. Due to circumstances
beyond our control such and the bidding environment, labor rates, material costs and
ENGINEER'S OPINION OF PROBABLE COST (EOPC)
ROUTE 31 & VETERANS PARKWAY
10/17/2022
Green StreetThis highlighted sectionof 8" gravity sewermain line would need tobe up-sized to 10"gravity main.It is recommended that thissection of main be field verifiedto be 10" gravity main.
9
EXHIBIT D
• Final Engineering Plans for Residences at Fox Meadows dated December 6, 2022. On
file in Community Development Department.
ILLINOIS LICENSED DESIGN FIRM NO. 184-000902I, RANDALL ANDERSEN, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFYTHAT THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF OF CUNAT, INC. BYV3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSION ISINTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THEPROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS.DATED THIS DAY OF , A.D., 2022.ILLINOIS LICENSED PROFESSIONAL ENGINEER 062-061606MY LICENSE EXPIRES ON NOVEMBER 30, 2023JointUtilityLocatingInformationforExcavatorsCall48 hours before you digNO SCALEPROJECT TEAMENGINEEROWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Dwayne Gillian, P.E.dgillian@v3co.comProject Engineer: Randy Andersen, P.E.randersen@v3co.comMcHENRY, ILLINOISTITLE SHEETGENERAL NOTES, LEGEND AND ABBREVIATIONSSPECIFICATIONSDEMOLITION PLANOVERALL SITE PLANLAYOUT AND PAVING PLAN - AREA 1 TO AREA 8OVERALL GRADING PLANGRADING PLAN - AREA 1 TO AREA 8EROSION CONTROL PLAN - AREA 1 TO AREA 4EROSION CONTROL DETAILSOVERALL UTILITY PLANUTILITY PLAN - AREA 1 TO AREA 8UTILITY STRUCTURE TABLESUTILITY STRUCTURE TABLES AND UTILITY CROSSINGSBUILDING SERVICE PROFILESPLAN AND PROFILE - AASTRI DRIVEPLAN AND PROFILE - DEAN LANECONSTRUCTION DETAILS0.01.01.12.03.03.1 - 3.84.04.1 - 4.85.1 - 5.45.56.06.1 - 6.86.96.106.11 - 6.137.0 - 7.17.2 - 7.38.0 - 8.3ARCHITECT / PLANNERCunat, Inc.5400 W. Elm St. Suite 110McHenry, IL 60050815 385 3192Contact: Stefanie SpitsonR. B. Custom Designs Inc.2108 West Johnsburg RoadJohnsburg, Illinois 60051815 759 9459Contact: Richard BiermanCIVIL ENGINEERING PLANSRESIDENCES AT FOX MEADOWSNO SCALEINDEXDRAWING NO.0.0N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\0.0 Tsht211232.dwg12/6/2022PROJECTLOCATIONDESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 DECEMBER 6, 2022
RA
DB
DLG
MCHENRY ILLINOIS
TITLE SHEET
RESIDENCES AT FOX MEADOWS
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
www.v3co.com BENCHMARKSLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION
FINAL ENGINEERING PLANSPROJECTLOCATIONMCHENRY COUNTY GEODETICCONTROL STATION "NUNDA RM1"ELEV=852.14 NAVD88SITE BENCHMARK #1ARROW BOLTNAVD88 ELEV=824.72(ESTABLISHED BY VANDERSTAPPEN LAND SURVEYOR)SITE BENCHMARK #2ARROW BOLTNAVD88 ELEV=822.48(ESTABLISHED BY VANDERSTAPPEN LAND SURVEYOR)SITE BENCHMARK #3ARROW BOLTNAVD88 ELEV=826.97(ESTABLISHED BY VANDERSTAPPEN LAND SURVEYOR)V
E
T
E
R
A
N
S
P
A
R
KW
A
Y
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\1.0 Gal211232.dwgDRAWING NO.1.0PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GENERAL NOTES LEGEND AND
ABBREVIATIONS
RESIDENCES AT FOX MEADOWS
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GENERAL NOTES1.EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY ANDHORIZONTAL CONTROL SHOWN ON THE DRAWINGS WEREOBTAINED FROM A SURVEY PREPARED BY:VANDERSTAPPEN LAND SURVEYING, INC.1316 N. MADISON STREETWOODSTOCK, ILLINOIS 60098COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THESURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TOFAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.2.ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESEDRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYSAND RECORDS. THEREFORE, THEIR LOCATIONS ANDELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICHARE NOT PRESENTLY KNOWN.3.CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES ANDFACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ORDERING MATERIAL AND STARTING WORK.4.ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5.THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLICAGENCY PERMITS PRIOR TO STARTING WORK. THECONTRACTOR, BY USING THESE PLANS FOR THEIR WORK,AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THEMUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THEOWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIESFROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS,DAMAGES, AND THE COST OF DEFENSE ARISING OUT OFCONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBEDHEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THEOWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES ANDAGENTS.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS FOR CONSTRUCTION ALONG ORACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTORSHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING,SHORING AND OTHER REQUIRED PROTECTION OF ALLROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTORSHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETSOR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALLMAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THEOWNER OF THE ROADWAY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASES OFCONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BEPROVIDED IN ACCORDANCE WITH THE IDOT STANDARDSPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BEDONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES."8.EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS,ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCEWITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBYMADE A PART HEREOF:a."STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.b.”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS," LATEST EDITION.c.ILLINOIS RECOMMENDED STANDARDS FOR SEWAGEWORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.d.THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE CITY OF McHENRY.e.THE NATIONAL ELECTRIC CODE.f.THE ILLINOIS ACCESSIBILITY CODE.g.CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OFSOILS BEING EXPORTED FROM THE SITE AND APPROPRIATEDISPOSAL SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARDTO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.9.THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCINGANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRINGINSPECTION.10.ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER IDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINEDTHROUGHOUT THE CONSTRUCTION PERIOD. ALL TREESIDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGEINCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING,FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OFTREES UNLESS OTHERWISE INDICATED.11.CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATIONOF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OFEACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THECONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HASBEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.12.THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHEREHIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES ANDADJACENT PROPERTY IN ACCORDANCE WITH THE CITY OFMcHENRY MUNICIPAL CODE AND IDOT REQUIREMENTS.13.NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ONTHE DAY PRECEDING A HOLIDAY OR A WEEKEND.14.ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVALBEFORE COMMENCEMENT OF PAVEMENT REMOVAL.15.REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC.SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR ASPART OF THE BASE CONTRACT.16.NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17.FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT THE JOINT UTILITY LOCATION INFORMATIONFOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITYLOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS INADVANCE OF CONSTRUCTION.18.BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTINGUTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCHUTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BECOORDINATED AND PERFORMED BY THE CONTRACTOR INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OFTHE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES,UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN INSERVICE ARE UNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19.THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATEST REVISIONDATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION ANDSEDIMENTATION CONTROL AS DETAILED IN THE STORM WATERPOLLUTION PREVENTION PLAN.21.ALL CURB RADII REFER TO BACK OF CURB.22.ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTIONSHALL BE RESTORED IN CONFORMANCE WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTIONAND SHALL BE INCIDENTAL TO THE CONTRACT.23.STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTEDFROM DAMAGE AND IF DAMAGED, SHALL BE REPLACEDPROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY ORIDOT STANDARD SPECIFICATIONS IN MATERIALS ANDWORKMANSHIP.24.PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FORROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OFPROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) ORTOPSOIL AS INDICATED ON DRAWINGS.25.CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPONREQUEST.26.BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON ASPERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURINGAND UNDERCUTTING BY STORM WATER RUNOFF.27.BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENTABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BECONSTRUCTED BY MILLING AND SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE BITUMINOUS SURFACECOURSE.28.WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE END OFTHE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29.PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH ANDLOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDEUNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.30.FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS ANDMANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIRCOST.31.ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENTARE TO BE ADJUSTED OR RECONSTRUCTED BY THECONTRACTOR TO THE UTILITY OWNER'S SATISFACTION.ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ONTHE PLANS SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.32.ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS ANDTO THE SATISFACTION OF THE UTILITY OWNER.33.PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACEDAND COMPACTED PER THE MUNICIPALITY AND IDOTSPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDEREDINCIDENTAL TO THE UTILITY WORK.34.ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.35.PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANEDAND INSPECTED TO THE SATISFACTION OF THE AUTHORITYHAVING JURISDICTION. THE COST OF THIS WORK SHALL BECONSIDERED INCIDENTAL TO THE CONTRACT.36.THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC,GAS AND IRRIGATION SERVICES. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FORTHESE UTILITIES AND SHALL COORDINATE AND PROVIDECONDUIT CROSSINGS AS REQUIRED. THIS COORDINATIONSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANYCONFLICTS IN UTILITIES SHALL BE CORRECTED BY THEGENERAL CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.37.BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TOJOIN PIPES OF DISSIMILAR MATERIAL.38.CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALLCONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL ANDCLIENT REQUIREMENTS FOR USE IN PREPARING RECORDDRAWINGS.39.THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICELINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THEVILLAGE STANDARDS.40.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BEINCIDENTAL TO THE CONTRACT.41.COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINEDFROM THE OWNER. ANY BRACING, SHEETING OR SPECIALCONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALLTHE PROPOSED IMPROVEMENTS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONALSOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'SOPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE ATTHE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALLOBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESSTHE SITE TO CONDUCT A SUPPLEMENTAL SOILSINVESTIGATION.42.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSEDDRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THISCANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIREDWITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THEORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONALCONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILEFOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BYTHE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRSSHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACTAND NO ADDITIONAL COMPENSATION WILL BE PROVIDED.43.THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESOR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS ORFOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTIONOF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS AND SPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWMDUCTILE IRON WATER MAINDIAMETERF/GFINISHED GRADEF-FFACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPLLEFTMHMANHOLENWLNORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/PTOP OF PIPETYPTYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & GFRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/PEDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDWHEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCPREINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VVBUTTERFLY VALVE IN VALVE VAULTBLDGBUILDINGINCLDIPDUCTILE IRON PIPEEX.PGLPROFILE GRADE LINEPVTPOINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCPHANDICAPON CENTERUPUTILITY POLEMWMONITORING WELLT/WTOP OF WALLMATCH EXISTINGF & OLF & CLFRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/PBOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCPVITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONS
N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\1.0 Gal211232.dwgDRAWING NO.1.1PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
SPECIFICTIONS
RESIDENCES AT FOX MEADOWS
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone SPECIFICATIONSEARTHWORK1.THE GRADING OPERATIONS ARE TO BE INSPECTED BY A THIRDPARTY SOILS ENGINEER. THE CONTRACTOR'SREPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANYUNSUITABLE SOIL REMOVAL AND MUST APPROVE, IN WRITING,ANY REMEDIATION. BOTH THE CONTRACTOR AND SOILSENGINEER MUST BE PRESENT DURING REMEDIATION.2.THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANSARE FINISH GRADE. A MINIMUM OF 4 INCHES OF TOPSOIL IS TOBE PLACED BEFORE FINISH GRADE ELEVATIONS AREACHIEVED, UNLESS OTHERWISE NOTED.3.THE SURFACE VEGETATION, TOPSOIL, TRANSITIONALMATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOIL SHALLBE STRIPPED FROM ALL AREAS TO RECEIVE STRUCTURAL FILL.IF THE UNDERLYING SUBGRADE IS FOUND TO BE UNSUITABLEFOR PROPER COMPACTION, CONTRACTOR TO CONSULT WITHSOILS ENGINEER PRIOR TO REMEDIATION.4.EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY,BUILDING AND OTHER STRUCTURAL CLAY FILL AREAS SHALL BECOMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY INACCORDANCE WITH ASTM SPECIFICATION D1557 (MODIFIEDPROCTOR METHOD), OR TO SUCH OTHER DENSITY AS MAY BEDETERMINED APPROPRIATE BY THE SOILS ENGINEER, THEAUTHORITY HAVING JURISDICTION, AND THE CONTRACTOR.5.ALL PAVEMENT SUBGRADE SHALL MEET THE REQUIREMENTSDETERMINED BY THE SOILS ENGINEER AND DOCUMENTED INTHE GEOTECHNICAL REPORT. IF AREAS OF PAVEMENTSUBGRADE ARE ENCOUNTERED WHICH DO NOT MEET THESEREQUIREMENTS, SUBGRADE REPLACEMENT OR PAVEMENTDESIGN REVISIONS SHALL BE PROVIDED WHICH ARE ADEQUATETO OBTAIN EQUIVALENT PAVEMENT STRENGTH ASDETERMINED BY THE ENGINEER, SOILS ENGINEER, AND THEAUTHORITY HAVING JURISDICTION.6.COMPLETED GRADING (FINISHED FINE GRADE) FOR PROPOSEDPAVEMENT SUBGRADE AREAS, BUILDING PADS, AND OPENSPACE AREAS SHALL BE WITHIN A 0.1' TOLERANCE OF DESIGNSUBGRADE.7.THE SUBGRADE FOR PROPOSED STREET AND PAVEMENTAREAS SHALL BE PROOF-ROLLED BY THE SUBCONTRACTOR INTHE PRESENCE OF THE JURISDICTIONAL INSPECTOR,CONTRACTOR, AND SOILS ENGINEER.8.BORROW PIT LOCATION(S) SHALL BE APPROVED BY THEOWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.SANITARY SEWER1.SANITARY SEWERS SHALL BE CONSTRUCTED OF POLYVINYLCHLORIDE PLASTIC SEWER PIPE (PVC) CONFORMING TO ASTMD2241 WITH AN SDR OF 26 WITH ELASTOMETRIC GASKETJOINTS CONFORMING TO ASTM D3139.2.ALL SANITARY SEWER SHALL BE TESTED FORLEAKAGE AND DEFLECTION IN ACCORDANCE WITH SECTION31-1.12 AND 31-1.13 OF THE STANDARDSPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS.3.ALL SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSM C1244.4.CONTRACTOR SHALL VERIFY THAT THE TESTING METHODSDESIGNATED HEREIN ARE ACCEPTABLE TO LOCALAUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. IFTHE LOCAL JURISDICTION HAS MORE STRINGENT TESTINGREQUIREMENTS THE CONTRACTOR SHALL ADHERE TO THEMORE STRINGENT REQUIREMENTS. THE COST SHALL BEINCIDENTAL TO THE CONTRACT.WATERMAIN DISTRIBUTION SYSTEM1.WATER MAIN SHALL BE CONSTRUCTED POLYVINYL CHLORIDEPIPE, PVC CONFORMING TO ASTM C-900, WITH ELASTOMETRICGASKET JOINTS CONFORMING TO ASTM D3139.2.MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6”FROM FINISHED GRADE TO TOP OF PIPE.3.VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONSWHERE WATER MAIN IS 6” DIAMETER OR LARGER.4.THRUST BLOCKING OR RESTRAINED JOINTS SHALL BEINSTALLED ON WATER MAINS AT ALL BENDS, TEES, ELBOWS,ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.COST OF SAME SHALL BE INCIDENTAL TO THE UNIT PRICE FORPIPE INSTALLED.5.WATER MAIN FITTINGS (BENDS, ELBOWS, TEES, INCREASES,REDUCERS, ETC.) MAY OR MAY NOT BE SPECIFICALLYREFERENCED ON THE CONSTRUCTION PLANS. THEY ARE TO BECONSIDERED AS INCIDENTAL AND INCLUDED IN THE LINEALFOOTAGE COST OF THE WATER MAIN.6.ALL WATER LINES ARE TO BE PRESSURE TESTED ANDCHLORINATED PER THE REQUIREMENTS OF THEMUNICIPALITY AND THE ILLINOIS ENVIRONMENTALPROTECTION AGENCY.STORM SEWER1.STORM SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.HIGH DENSITY POLYETHYLENE PIPE, HDPE, CONFORMINGTO ASTM D3350 WITH ELASTOMERIC JOINTS CONFORMINGTO ASTM D3212.IEPA CROSSING REQUIREMENTS1.HORIZONTAL SEPARATION:A.WATERMAINS SHALL BE LAID AT LEAST TEN FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN,STORM SEWER, SANITARY SEWER OR SEWER SERVICECONNECTION.B.WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO ASEWER LINE WHEN:I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATIONOF TEN FEET; II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE THECROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH ORIN THE SAME TRENCH ON AN UNDISTURBED EARTHSHELF LOCATED TO ONE SIDE OF THE SEWER.C.BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING THE REQUIREMENTS OFSECTION 653.111 WHEN IT IS IMPOSSIBLE TO MEET (A) OR(B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURETESTED TO THE MAXIMUM EXPECTED SURCHARGE HEADBEFORE BACKFILLING.2.VERTICAL SEPARATION:A.A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18INCHES ABOVE THE CROWN OF THE DRAIN OR SEWERWHENEVER WATERMAINS CROSS STORM SEWERS,SANITARY SEWERS OR SEWER SERVICE CONNECTIONS.THE VERTICAL SEPARATION SHALL BE MAINTAINED FORTHAT PORTION OF THE WATERMAIN LOCATED WITHIN TENFEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVERTHE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANTFROM THE SEWER OR DRAIN.B.BOTH THE WATERMAIN AND SEWER SHALL BECONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING REQUIREMENTS OF SECTION653.111 WHEN:I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE; ORII. THE WATERMAIN PASSES UNDER A SEWER DRAIN.C.A VERTICAL SEPARATION OF 18 INCHES BETWEEN THEINVERT OF THE SEWER OR DRAIN AND THE CROWN OF THEWATERMAIN SHALL BE MAINTAINED WHERE A WATERMAINCROSSES UNDER A SEWER. SUPPORT THE SEWER ORDRAIN LINES TO PREVENT SETTLING AND BREAKING THEWATERMAIN.D.CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THECROSSING UNTIL THE NORMAL DISTANCE FROM THEWATERMAIN TO THE SEWER OR DRAIN LINE IS ATLEAST TEN FEET.PAVING1.BASE COURSE SHALL BE AGGREGATE BASE COURSE,CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE PLANSFOR THICKNESS).2.SURFACE COURSE AND BINDER COURSE SHALL BE HOT-MIXASPHALT (HMA) CONFORMING TO IDOT STANDARDSPECIFICATIONS (SEE PLANS FOR THICKNESS).3.CURB & GUTTER AND SIDEWALK SHALL BE CLASS SI PORTLANDCEMENT CONCRETE CONFORMING TO IDOT STANDARDSPECIFICATIONS.4.SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OFDESIGN SUBGRADE ELEVATIONS BY THE EARTHWORKCONTRACTOR. FINE GRADING FOR PAVEMENTS ANDSIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVINGCONTRACTOR.5.AGGREGATE BASE COURSES SHALL BE PRIMED AT THE RATEOF 0.25 TO 0.50 GALLONS PER SQUARE YARD AND BRICK,CONCRETE, OR HMA BASES SHALL BE PRIMED AT THE RATE OF0.05 TO 0.10 GALLONS PER SQUARE YARD WITH LIQUIDASPHALT CONFORMING TO THE IDOT STANDARDSPECIFICATIONS AND APPROPRIATE FOR PREVAILINGWEATHER AND SITE CONDITIONS. PRIME COAT AND CLEANINGTHE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTALTO THE CONTRACT.6.PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLYCOMPACTED SUBGRADE MEETING THE REQUIREMENTS OF THESTANDARD SPECIFICATIONS AND RECOMMENDATIONS OF THEGEOTECHNICAL CONSULTANT. PRIOR TO PLACEMENT OF THENEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLEDWITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THEGEOTECHNICAL CONSULTANT.7.SIDEWALKS SHALL BE OF THE THICKNESS AND DIMENSIONS ASSHOWN IN THE CONSTRUCTION PLANS. CONTRACTION JOINTSSHALL BE SET AT 5' CENTERS AND ½ INCH PREMOLDED FIBEREXPANSION JOINTS SHALL BE SET AT 50' CENTERS AND WHERETHE SIDEWALK MEETS THE CURB, A BUILDING, OR AT THE ENDOF EACH POUR. ALL SIDEWALKS CONSIDERED TO BEACCESSIBLE ROUTES AS DEFINED BY THE AMERICANS WITHDISABILITIES ACT (ADA) SHALL BE SUBJECT TO ILLINOISACCESSIBILITY CODE (IAC) REQUIREMENTS, UNLESSOTHERWISE NOTED.8.TESTING OF THE SUBBASE, BASE COURSE, BINDER COURSE,SURFACE COURSE, AND CONCRETE WORK SHALL BE REQUIREDIN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS AND INACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF THEAUTHORITY HAVING JURISDICTION. A QUALIFIED TESTING FIRMSHALL BE EMPLOYED TO PERFORM THE REQUIRED TESTS.9.ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TOBE STAGGERED.
EXISTING R.O.W.TO BE VACATEDEXISTING R.O.W.TO BE VACATEDFIRE HYDRANTTO BE RELOCATEDSTORM SEWER TOBE REMOVEDSTORM SEWER TOBE REMOVED2.202± ACRES9.774± ACRES25.585± ACRESLOT 1LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT
16LOT 17LOT 18PARCEL 3OUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARK
RESUBDIVISION OF LOTS 16 & 18 SITE BENCHMARK#3SITE BENCHMARK#1SITE BENCHMARK#2VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVE ILLINOIS STATE ROUTE 31
COORDINATE WATER MAINDISCONNECTION,SHUT DOWN, AND REMOVALWITH NEW SERVICE CONNECTION FOR AUTISMCENTER. AUTISM CENTER TO REMAIN LIVEWITH WATER SUPPLY. PROVIDE PLUG ANDSTUBS AT EACH DISCONNECTION POINT ONCENEW SERVICE IS ESTABLISHED.FIRE HYDRANTTO BE RELOCATEDFIRE HYDRANTTO BE RELOCATED253 C.Y. FULL DEPTHASPHALT REMOVAL WITH122 L.F. OF CURB REMOVALEXISTING UTILITIES TOREMAIN AND BE PROTECTEDUNLESS OTHERWISE NOTED.SEE UTILITY PLANS FOR ANYADJUSTMENTS.EXISTING UTILITIES TOREMAIN AND BE PROTECTEDUNLESS OTHERWISE NOTED.SEE UTILITY PLANS FOR ANYADJUSTMENTS.COORDINATE WATER MAINDISCONNECTION,SHUTDOWN, AND REMOVAL WITHNEW SERVICE CONNECTIONSAWCUT LINESAWCUT LINEEXISTING TREE TO BE REMOVEDSEE PLANS BY HITCHCOCK (TYP.)EXISTING TREE PROTECTION FENCE (TYP.)SEE LANDSCAPE PLANSFOR EXISTING TREES TOREMAIN ALONG NORTH ANDEAST PROPERTY LINEEXISTING TREE LOCATIONS BASEDON PLANS BY HITCHCOCK (TYP.)PLUG EXISTINGSANITARY SERVICEAT THE MAINEX. STORM TO BEREMOVED AND REPLACEDDRAWING NO.2.0N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\2.0 Demo211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
DEMOLITION PLAN
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALENOTES:1.THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THECONSTRUCTION DOCUMENTS. SPECIFIC DEMOLITION PROCESSES ORPROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARETHE RESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITEDTO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS:·SIDEWALK AND ON-SITE PAVEMENT·UTILITIES·CONSTRUCTION DEBRIS2.ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAINSHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TOOBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.3.CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER ANDGEOTECHNICAL ENGINEER FOR THE MATERIAL TYPE AND USE IFCONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT ASSTRUCTURAL FILL.4.ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED ASWORK PROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMSMUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGEOR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.5.CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH AMANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKSAND OTHER ADJACENT FACILITIES.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS,PAVEMENTS AND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BERESPONSIBLE FOR REPAIRING THE SAME.7.EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEINGDEMOLISHED, ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINSTDAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGEFOR SHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED.CONTRACTOR IS RESPONSIBLE FOR TURNING OFF, DISCONNECTING, ANDSEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.8.EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDSAND FILLED WITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIESTO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITHENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THEGEOTECHNICAL ENGINEER, TO 95% OF MODIFIED PROCTOR DENSITY.9.ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS)SHALL BE REMOVED AND RELOCATED PER THE UTILITY OWNER AND THELOCAL MUNICIPALITY'S REQUIREMENTS.10.CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND ANDOVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALLBE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THEGOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BEREPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BEPROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGEDSTRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COSTSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.11.REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BECOMPLETED AS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TOCOORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALLMINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNER TOMAINTAIN AN ACCEPTABLE LEVEL OF SERVICE.12.USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLEMETHODS TO MINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THEAIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TOENVIRONMENTAL PROTECTION.13.DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OFIN A LEGAL MANNER.14.COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROMDEMOLITION TO THE FINAL LINES AND GRADES SHOWN ON THE CONTRACTDOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE(CA-6) OR APPROVED EQUAL.15.SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREEPROTECTION, PRESERVATION, AND REMOVAL.16.THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUNDSTORAGE TANKS. SHOULD UNDERGROUND STORAGE TANKS BEENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TODETERMINE RESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION ORREMOVAL WORK AS NECESSARY. ANY REMOVAL OF UNDERGROUND STORAGETANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATE STANDARDS.DEMOLITION LEGENDITEM TO BE REMOVEDMISCELLANEOUS ITEM TO BE REMOVEDSAWCUT LINEASPHALT PAVEMENT TO BE REMOVEDAND REPLACED WITH FULL DEPTH PATCHTREE PROTECTION FENCEEXISTING BUILDING TO BE REMOVEDCONCRETE TO BE REMOVED(DRIVEWAYS, PATIOS, SIDEWALKS, ETC.)GRAVEL ROADWAY TO BE REMOVED
LOT 18UNSUBDIVIDED LANDSOUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARK
RESUBDIVISION OF LOTS 16 & 18 SITE BENCHMARK#3SITE BENCHMARK#1SITE BENCHMARK#2VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVE ILLINOIS STATE ROUTE 31300+00 301+00 302+00 303+00 304+00 305+00 306+00
307+00308+00309+00310+00311+00312+00313+00314+00315+00315+34400
+
0
0
401
+
0
0
402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00409+05CURVE 1CURVE 2CURVE 330' BUILDING SETBACK50' BUILDING SETBACK15' BUILDING SETBACK12' P.U.E.24.5'18'18'24'22'22'24'18'18'24'22'31'19.9'18.5'24'18'18'24'44'24'18'18'24'22'9'
9'
9'
9'
9'
9'
9'
9'8'8'8'9'18.5'24'18'18'24'44'24'18'18'24'22'22'24'18'18'24'22'22'24'18'18'24'26.2'31'9'
9'25.5'4.5'4.5'4.5' TYP.4.5'4.5'4.5'4.5'4.5'9.7'4.5'11.4'4.5'22.4'4.5'12.7'
8.7'4.5'4.5'
4.5'
4.
5
'
4.5'4.5'4.5'
18.8'
24.2'24.5'
18.5'18.5'
24.5'24.5'
18.5'
18'29.8'18'24'44'24'18'18'24'18.5'24.5'4'109'4'24.5'18.5'18'24'18'24'44'24'18'18'31.3'18.5'24.5'4'109'4'24.5'18.5'18.5'24.5'4'109'4'24.5'18.5'18.5'27'22'24'18.5'25'22'8'8'9'18.5
'24'18.5
'25'22.31'22'19.43'18.5'24'22'24'18.5'80.5'3.6'92'25'25'18.5'24'18.5'18'24'22'18'24'22'22'24'18'18'24'18'103.5'24.5'18.5'24.5'18.5'31'4.5'30.6'31'4.5'48'16.3'80.5'92'48'16.3'
15.6'37.6'18.5'26.5'49.4'18.7'31'18'24.5'45.53'44.46'18'24'22'22'24'18'18'24.5'103.5'24.5'18.5'24.5'18.5'24.5'24.5'24.5'24.5'5' RETAININGWALLDROP FOUNDATIONPLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13CO
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 15BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANE
AASTRI DRIVEBLDG 14PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)FUTURE ROW8' WIDE ASPHALTMULTI-USE PATH (TYP)4.5'4.5'SITEENTRANCESIGNSITE ENTRANCESIGN8' WALKING PATH TO EXTEND AND CONNECT TOEXISTING WALKING PATH APPROXIMATELY 630'EAST. THE CONNECTION TO THE EXISTING PATHEAST ON VETERANS PARKWAY WILL BE INCOORDINATION WITH THE CITY OF MCHENRY.SEE OFFSITE PLANS (BY V3) FOR PATHCONSTRUCTION. 6.7'6.8'6.8'6.7'9.5'9.5'8'92'8'6.8'
103.5'
6.8'9.5'25'9.5'3.2'DROP FOUNDATION AS NEEDEDTRASH COMPACTORPHASE 2TRASHCOMPACTORPHASE 1MULTI-USE PATHMULTI-USE PATHMULTI-USE PATHMULTI-USE PATHMULTI-USE PATHMULTI-USEPATH TORECREATIONALAREASMULTI-USE PATHTO RECREATIONALAREASALTERNATE FENCING TO BEDETERMINED WITH ADJACENT NEIGHBOR69.59'69.61'69.73'58.1'15.51'
9.7'52.42'67.68'50.
2
7
'
20.2'121.79'77.30'71.73'55.10'66.42'100.86'66.41'9.7'14.2'64.82'99.25'113.23'42.63'77.04'57.15'
65.19'73.13'67.15'49.24'58.1'30.75'6.8'30.7'135.98'114.21'29.58'
1
4
6
.
6
7
'36.04'110.59'58.06'
58.38'
23.83'
24.15'35.98'129.39'60.72'60.36'
55.18'44.41'65.73'27.71'9.7'14.2'77.66'
88.56'35.8'9.7'
4.5'9.7'
4.5'
9.7'
4.5'
9.7'9.7'82.2'60.4'9.7'9.7'
9
.
7
'83.71'132.99'167.38'181.36'104.06'
104.24'9.7'104.94'
105.12'62.71'6.8'EXISTING ROWMAIL KIOSKMAIL KIOSK88.87
'50' BUILDING SETBACK30.2'94.52'1801 DEAN1855 DEAN LN1790 DEAN1860 DEAN LN1880 DEAN LN1910 DEAN LN1901 DEAN LN1890 AASTRI1865 AASTRI1815 AASTRI1775 AASTRI1735 AASTRI1730 AASTRI1720 AASTRI1710 AASTRI1700 AASTRI1795 AASTRI1785 AASTRI18
4
0
A
A
S
T
R
ICURVE TABLECURVECURVE 1CURVE 2CURVE 3P.I. DataP.I. STA. 307+43.58P.I. STA. 312+82.54P.I. STA. 401+47.18P.C. DATAP.C. STA. 305+41.46P.C. STA. 312+65.77P.C. STA. 401+04.62P.T. DATAP.T. STA. 309+04.16P.T. STA. 312+99P.T. STA. 401+88.66CHORD DATAANGLE: N57°59'07"EDISTANCE: 344.72ANGLE: N79°57'14"EDISTANCE: 33.08ANGLE: N10°40'11"EDISTANCE: 83.51CURVE DATALENGTH: 362.70RADIUS: 330.00LENGTH: 33.23RADIUS: 100.00LENGTH: 84.04RADIUS: 215.50121314MAIL MAIL123541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6(MATCH EXISTING)DRAWING NO.3.0N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.0 SitePlan211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
OVERALL SITE PLAN
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEPARKING SUMMARYREQUIRED PARKING1 BED, 2 SPACES/UNIT = 648324 APARTMENTS2 BED, 2.33 SPACES/UNIT = 504216 APARTMENTSVISITOR, 0.25 SPACES/UNIT540 APARTMENTS = 135TOTAL REQUIRED = 1287PROPOSED PARKINGAPARTMENTSSTANDARD SPACES = 785ACCESSIBLE SPACES = 54GARAGE SPACES = 254TOTAL SPACES PROVIDED = 1093COMMUNITY CENTERSTANDARD SPACES= 40ACCESSIBLE SPACES = 3PLAYGROUNDSTANDARD SPACES= 27ACCESSIBLE SPACES = 2TOTAL SITE PROVIDED = 1165
UNSUBDIVIDED LANDSSITE BENCHMARK#3ILLINOIS STATE ROUTE 31
BASKETBALLCOURTBLDG 3BLDGBLDG 4308+00309+00PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)22'24'18'18'24'22'22'5.
3
'
2
4
.
5
'
1
8
.
5
'
4
.
5
'25'4.5
'18.5
'24'18.5
'4.5
'25'18.9'9'8'8'8'24'18'18'24'18.5'9'
9'
4
3
'
4
.
5
'77.04'1
8
.
5
'
2
4
.
5
'R15'R15'R15'R14.5'R314.5'R2'R3'R3'R3'R3'R10'R5'R5'R10'R15'R41'R10'R10'R9.5'R5'R3'R3'R2'R2'99.25'117.55'167.38'179.36'
104.06'83.71'
224.58'121212122182791812194.5' TYP.27'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
50'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
8'8'8'8'8'9'8'8'9'2
4
.
5
'8'121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.1N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 1
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.4FOR CONTINUATION SEE 3.2
AREA 1
UNSUBDIVIDED LANDSBASKETBALLCOURTBASKETBALLCOURTBLDG5BLDG 4BLDG 6BLDG 7AASTRI DRIVE308+00309+00310+00311+00312+00313+00314+00409+05409+00 PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)4.5'18.5'24.5'5.3'25'25'10'16.3'25'4.5'18.5'24'18.5'4.5'25'16.3'18.9'
4'48'9.5'18'42'22'22'24'18'42'22'
58.23'
24.5'
8'4.5'18.5'9'8'8'9'R15'R15'R20'R20'R10'R15'R15'R15'R115'R15'R15'R15'R14.5'R7'R15'R314.5'9'
TYP.
9'8'8'
9'8'8'8'9'31'R9.5'R9.5'R10'R3'R10'R41'R10'R10'R10'R3'R2'R3'R3'R3'R3'R5'R5'R10'R15'R41'R10'R10'R9.5'R5'R3'43'104.06'104.24'83.71'9.7'104.94'
105.12'
57.15'
65.19'62.71'101'124.99'TWO STEPS TO BEPOURED HERE, SEEGRADING PLAN FORDETAILS791121212121221191930.7'16'4.5'6.8'9'8'8'121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.2N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 2
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.5FOR CONTINUATION SEE 3.3
AREA 2FOR CONTINUATION SEE 3.1
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 7BLDG 8313+00314+00315+00315+3418'29.8'4.5'18.5'R115'R50'R50'R3'R2'R3'R5'R3'31'9'R10'R3'R10'R2'R2'R3'R3'R3'R2'18.5'8'8'9'8'18.5'8'9'8'18.5'8'8'9'8'8'8'9'18.5'27'43'18.5'8'8'9'24'18'18'18'18'24'22'22'31.3'24'22'24.00'43'9'9'9'57.15'65.19'62.71'58.17'85.56'48.76'33.55'101'6'4.5'6'1212121212111919221119199.7'6.8'30.7'30.7'4.5'4.5' TYP.6.8'121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.3N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 3
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.6AREA 3FOR CONTINUATION SEE 3.2
VETERANS PARKWAYILLINOIS STATE ROUTE 31
AA
S
T
R
I
D
R
I
V
E
C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1BLDG 2BLDG 330
1
+
0
0
30
2
+
0
0
30
3
+
0
0
30
4
+
0
0
30
5
+
0
0
3
0
6
+
0
0
307+0025'24.5'18'18'24'44'24'18'18'24.5'11.5'5'5'31'8'
8'
9'18.5'24'61'18.5'18.
5
'
24'
22'
24'
18.
5
'
18.
7
'
19'8'8'8'9'8'8'9'18.
5
'
18.
5
'8'8'9'8'8'8'9'8'8'9'8'8'8'18.
5
'
18.
5
'
18.
5
'
24.
5
'9'8'8'8'1
8
.
5
'18'18'24'18.5'9'
1
8
.
5
'
2
4
.
5
'31'R5'R5'R15'R20'R8'R3'R15'R3'R2'R3'R3'R2'R8'R2'R3'R2'R2'R3'R345.5'R3'R3'R3'R10'R3'R15'R15'R2'R5'R2'R2'R6'R3'R20'R15'R20'R5'R3'R2'R15'9'
25'
8'
8'
9'
8'18.5'18.5'18.
5
'
18.
5
'
43'
60.
9
4
'121.79'100.86'100.86'99.25'117.55'3
0
.
6
7
'
60.94'R3'2420128121212121219191124.5
'
T
Y
P
.4.5' TYP.9.
7
'
9.7
'22.4'6'
8'
6'
9.7'
9.7
'
9.7
'
4.5
'
TY
P
.4.5' TYP.4.5' TYP.27' UTILITY EASEMENT50' BUILDING SETBACK
8'8'9'2
4
.
5
'121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.4N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 4
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.7FOR CONTINUATION SEE 3.5
AREA 4FOR CONTINUATION SEE 3.1
BLDG 12COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 18BLDG 17BLDG 16BLDG 11DEAN LANE
AASTRI DRIVE306+00 307+00308+00309+00310+00311+00312+00313+00409+05404+00 405+00 406+00 407+00 408+00 409+00
15.4'18.5'24'18'18'24'4.5'31'4.5'31'24.5'18.5'24'18'18'24'22'25'25'
18.5'8'8'9'8'8'8'9'8'8'9'18.5'24'61'18.5'4.5'18.5'27'22'24'18.5'25'8'8'8'9'25'44'18.5'31'22'24'36'24'44'24'18'18'24'21.7'4.5'31'4.5'8'8'9'9'8'8'8'19'8'8'8'9'18.5'25'16.3'18.9'18'18'24'18.5'9'R5'R3'R6'R6'R2'R5'R3'R3'R3'R3'R5'R10'R15'R15'R20'R20'R10'R15'R15'R15'R115'R314.5'R15'R15'R15'R14.5'R7'R15'R314.5'R15'R15'R3'R6'R6'R3'R3'R3'R15'R5'R2' (TYP.)R2' (TYP.)8'8'8'9'8'8'9'18.5'
43'
24.5'22.29'R3'R10'R3'R15'R15'R2'R6'R6'R3'R15'R3'R15'R10'R3'9'
TYP.
9'TYP.
9'
TYP.
9'
TYP.31'8'8'9'18.5'24.5'R10'R5'R3'R3'9'8'8'9'8'18.5'18.5'27.18'69.61'69.59'69.73'53.6'60.49'114.05'101'147.04'124.99'103.62'200.52'TWO STEPS TO BEPOURED HERE, SEEGRADING PLAN FORDETAILS1212912121919212122112121212192119212420822.4'6'8'6'9.7'4.5'9.7'9.7'16'4.5'9.7'
9.7'
4.5'4.5' TYP.4.5' TYP.9.7'
9.7'
9.7'
4.5'8'8'8'9'9'8'8'9'121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.5N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 5
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.8FOR CONTINUATION SEE 3.6
AREA 5FOR CONTINUATION SEE 3.2FOR CONTINUATION SEE 3.4
LOT 1PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18
BLDG 9BLDG10313+00314+0024'18'18'24'22'19.4'
22'24'18'18'24'
44'
24'18'18'29.8'4.5'18.5'18.5'R3'R3'R115'R50'R3'R2'R3'R5'R3'R3'R2'R3'R2'R3'R3'R2' (TYP.)9'22.29'R3'9'TYP.31'9'8'8'9'
9'8'8'9'
9'8'8'8'
8'8'9'8'18.5'18.5'18.5'24.5'9'9'27.18'69.61'69.59'69.73'33.55'44.41'65.73'
77.68'77.65'101'4.5'121212121919221112124.5'9.7'9.7'9.7'9.7'4.5'9.7'PEDESTRIAN RAILINGANCHORED INTO T/WALL121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.6N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 6
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.8FOR CONTINUATION SEE 3.3FOR CONTINUATION SEE 3.5
AREA 6
OUTLOT AVETERANS PARKWAYAA
S
T
R
I
D
R
I
V
E
BLDG 13C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1300+00
30
1
+
0
0
30
2
+
0
0
30
3
+
0
0
30
4
+
0
0
25'44'24'18'18'24.5'11.5'5'5'31'22'18.
5
'
24'
22'
24'
18.
5
'
18.
7
'
19'8'8'8'9'8'8'9'18.
5
'
18.
5
'8'8'9'8'8'8'9'R50'R51.3'R5'R10'R10.5'R3'R5'R15'R20'R8'R3'R15'R3'R2'R3'R3'R2'R8'R2'R5'R2'R2'R6'R6'R6'R3'R20'R15'R20'MATCH EXIST.CURB AND GUTTER(TYP.)9'
8'
8'
8'18.5'18.5'18.5'43'
60.
3
6
'
60.
7
2
'151.14'60.94'121.79'60.49'60.94'103.62'R3'242012121219129.7'
9.7
'
4.5
'
T
Y
P
.4.5' TYP.4.5' TYP.8' PEDESTRIAN PATH8'121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.7N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 7
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.4FOR CONTINUATION SEE 3.8
AREA 7
LOT 18LOT 2SITE BENCHMARK#2BLDG 16BLDG 15BLDG 14400+00
401
+
0
0
402+00 403+00 404+00
24.5'22'24'36'24'44'24'18'18'24'21.7'4.5'31'4.5'31'18.5'24'18'18'24'22'22'8'8'8'9'9'8'8'9'24'18'18'24'22'36'18.5'24.5'5.2'R20' (TYP.)R200'R3'R5'R3'R3'R15'R15'R2' (TYP.)R3'R2' (TYP.)R5'R10'R10.5'R3'R6'R6'R3'R15'R10'R15'R15'R2' (TYP.)R2' (TYP.)R3'R3'R3'R3'9'TYP.
9'
TYP.
9'
TYP.
9'TYP.R3'MATCH EXIST.PAVEMENT (TYP.)69.73'53.6'52.42'50
.
2
7
'
88.88'55.18'
1
4
6
.
6
7
'R15'R231'67.68'157.36'211212121219111111114221119199.7'
9.7'
9.7'
9.7'8'8'8'9'8'8'8'9'9'8'8'9'9'8'8'VETERANS PARKWAY8'
8'PEDESTRIAN PATHSEE OFF SITE PLANSBY V3 FOR PEDESTRIANPATH CONTINUATION121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.3. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.4. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 2' UNLESS OTHERWISE NOTED.LIGHT DUTY BITUMINOUS PAVEMENTPAVING LEGEND1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N508" AGGREGATE BASE COURSE, CA-6CONCRETE SIDEWALK5" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6HEAVY DUTY BITUMINOUS PAVEMENT1.5" HMA SURFACE COURSE, MIX C, N502.5" HMA BINDER COURSE, 19, N5010" AGGREGATE BASE COURSE, CA-6CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE, CA-6PEDESTRIAN PATH/ BASKETBALL COURT2" HMA SURFACE COURSE, MIX C, N506" AGGREGATE BASE COURSE, CA-6AREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.3.8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\3.1 Lay211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
LAYOUT AND PAVING PLAN -
AREA 8
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 3.5FOR CONTINUATION SEE 3.7
AREA 8
FF826.90FF 828.10FF 830.50FF 829.90FF 828.00FF 829.50FF828.55FF 827.70FF 826.30FF 824.80
FF 823.85
FF
826.20
FF
827.00 FF 827.65FF 827.65FF
8
3
1
.
1
5
FF 827.10FF 827.10FF 825.30
FF 824.20
FF 824.15FF 824.15FF 826.30FF826.65FF 827.40FF 827.15FF828.95FF 830.50FF 829.30FF 829.00FF828
.
8
5
FF826.30FF826.80FF 828.10FF825.65FF828.15FF 828.65FF827.90FF825.65827
829828 838 837 833 827829833833831833833832827827832832827 828
8268268278278288288278278278298268268268278288278278248268288288278298298288298288278
2
7
8
2
6
8
2
6
826827829829
829828
829
8288298
2
6
826
82
7
82
9831828829828828828827826 826 826831832831826828827827827826827823824822825823824822822821824
823 826828826
8
2
8
827
827826827828828828828
828828827827 829829
8
2
8829833827829828829832829829
8
2
9
828827826826827828829829828827826828829829828827826826
827826
824
823822
824
822
824
8
2
4827829829
824
827
826
826
826
8
2
7
8
2
7
826
827
828
822823824823824
823
822
826
826
8
2
4
82282382482382382282
7
8
2
6828827 835 830835830830830830830830835835830835835830835830830830830830830830830830
830825830830825825835
8
3
0830
8
2
5
83
0
830
825825825825825825825825825825820825 830835830 8308
2
5
825820
830 830825 82582
5
825820825
825
825825
825826828829828828827826
826827
824826
822
821
824
823
822 8258248238228208198188178278278268248248278268
2
8
820829 829824
823 831821820819818LOT 1LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT
16LOT 17LOT 18PARCEL 3UNSUBDIVIDED LANDSOUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARK
RESUBDIVISION OF LOTS 16 & 18 SITE BENCHMARK#3SITE BENCHMARK#1SITE BENCHMARK#2VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVE ILLINOIS STATE ROUTE 31
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13COMMUNI
T
Y
CENT
E
R
W
I
T
H
IND
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 15BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANE
AASTRI DRIVEBLDG 14PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)5' RETAININGWALLTRASH COMPACTORPHASE 2DROP FOUNDATION827.64121314MAIL MAIL123541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8DRAWING NO.4.0N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.0 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
OVERALL GRADING PLAN
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALE
UNSUBDIVIDED LANDSSITE BENCHMARK#3ILLINOIS STATE ROUTE 31
BASKETBALLCOURTBLDG 3BLDGBLDG 4PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)827.84827.19828.42828.09827.20828.16827.518
2
9
.
3
0
8
2
9
.
3
0
828.758
2
9
.
0
5
8
2
9
.
0
5 828.85829.308
2
9
.
0
5
828.858
2
9
.
0
5829.308
2
9
.
6
0
830.41830.458
2
9
.
1
0
8
2
9
.
1
0
8
2
9
.
1
0
8
2
9
.
1
0
8
2
9
.
3
0
8
2
9
.
3
0
829.558
2
9
.
8
1
8
2
9
.
8
1
830.45T/C 830.37E/P 829.818
2
9
.
5
5
8
2
9
.
3
0
8
2
9
.
0
5
829.308
2
9
.
0
5 828.85R 828.45R 828.45828.758
2
8
.
8
5
8
2
9
.
1
0
8
2
9
.
3
5
8
2
9
.
1
0
8
2
9
.
0
0
8
2
9
.
5
5 829.55E/P 829.81T/C 830.378
2
9
.
0
0 E/P 829.77830.41829.60
829.958
2
9
.
9
5
828.75827.89ADJUST R
IMTO 827
.68830.45828.90828.95R 829.70T/C 830.33E/P 829.77R 828.45R 828.45828.75829.00828.95829.00828.75828.95828.75R 828
.35R 827.60829.00829.00828.75827.65827.65R 827.00828.21828.65R 827.508
2
9
.
3
5
8
2
9
.
3
5
8
2
9
.
3
5
8
2
9
.
3
5 828.85829.058
2
9
.
0
5
828.75
830.50 830.40830.408
2
9
.
3
2
8
2
9
.
4
0830.35829.59829.59829.39828.30827.97828.20828.05827.97828.05828.85828.29828.54827.90E/P 828.00T/C 828.56828.60828.60828.60828.65827.40827.20827.25827.08827.31827.24827.15827.08827.69T/C 827.628
2
9
.
3
0
8
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
5
5829.10830.45830.458
2
9
.
0
0
829.
5
0
8
2
9
.
8
1
8
2
9
.
8
1 E/P 829.81T/C 830.378
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
0
0
829.308
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
5
5
8
3
0
.
4
5
8
3
0
.
5
0
8
3
0
.
5
0830.50830.408
3
0
.
4
0
8
3
0
.
4
0
8
2
9
.
9
5
8
2
8
.
9
5
8
3
0
.
4
5
8
3
0
.
4
5
8
2
9
.
5
0
8
2
9
.
0
0
8
2
9
.
0
0
8
2
9
.
5
5
827.25827.908
3
0
.
4
5
8
3
0
.
4
5
8
3
0
.
4
0
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
4
0
8
3
0
.
4
0
8
3
0
.
4
0
8
3
0
.
4
0
830.40830.40830.40830.408
3
0
.
4
0
8
3
0
.
4
5
8
3
0
.
4
5
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
4
0
8
3
0
.
4
0830.45830.408
2
9
.
3
2
8
2
9
.
4
0
829.32829.40829.39829.39R 828
.50R 828.90R 829.70830.45830.45829.95829.95829.64829.64829.14828.90828.85828.85828.95828.95828.85828.85828.85828.90828.90828.95828.95828.85828.85830.45830.458
3
0
.
4
5 830.45E/P 829.81T/C 830.37R 826.00829.91R 828.30
829.96829.91830.75830.758
2
8
.
8
0
R 828.50R 825.60E/P 829.77T/C 830.338
2
9
.
3
0830.458
2
9
.
8
1
8
2
9
.
8
1
T/C 830.45E/P 829.81830.408
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
5
0
829.558
2
9
.
5
5 830.358
2
9
.
8
1
8
2
9
.
8
1 E/P 829.81E/P 829.81E/P 829.81E/P 829.81T/C 830.37T/C 830.37T/C 830.37T/C 830.378
3
0
.
5
0 830.508
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
4
0
830.408
3
0
.
4
0
830.40830.45829.64829.56829.75829.75829.83829.72828.87828.94828.59828.67829.08829.58828.95828.95828.95828.95829.64829.69829.39829.64829.48829.45829.64
8
3
0
.
1
5
8
3
0
.
0
7
828.60828.68828.60828.60R 827.708
2
9
.
0
0
R 828.50R 827.008
2
9
.
6
0 831.30830.70828.40R 827.00827.97828.04827.97828.04827.65827.72827.65827.72827.33827.40828.30828
.62
8
2
8
.
6
9
8
2
9
.
8
1
R 827.20ADJUST RIMTO 827.80FF828.95FF 830.50F
F
8
2
9
.
3
0
F
F
8
2
9
.
0
0
F
F
8
2
8
.
8
5
E/P 828.00T/C 828.56827.45828.04827.43828.36828.44827.80827.65827.24827.17828.60827.30 828.84828.20828.20ADJUST R
IMTO 827
.89T/C
828
.01828.49828.14828.21828.04828.11828.08827.96827.84827.95827.88828.05827.98828.11T/C
828
.12828.17828.35829.55828.72828.75829.59829.59827.90828.80
8
2
8
.
8
0
R
8
2
8
.
9
0
8
3
8
8
3
7
8
3
3
82782983
3
83
3
831833
828
8278
2
6 8298
2
9
829828 8268318328318288288288288298298
2
8
8
2
9
833
8
2
7
829
828829829
8
2
9
8
3
5
8
3
0
830
8
3
5
83
5
83
0
83
5
830
8
3
0
8308308
3
5
8
3
0830 8
3
0830835830
830830.34830.34830.25830.25830.25830.25830.42830.14830.10830.74830.65830.35830.35830.19830.35121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.1N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN - AREA 1
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.4FOR CONTINUATION SEE 4.2
AREA 1
LP 824.28HP 824.86827.64UNSUBDIVIDED LANDSBASKETBALLCOURTBASKETBALLCOURTBLDG5BLDG 4BLDG 6BLDG 7AASTRI DRIVEPLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)827.84827.19826.55826.11825.90825.26824.61824.46826.04827.30826.48826.02824.97824.76824.96828.42828.09827.20827.07826.53825.97825.37824.97824.76825.78
825.79 826.25824.83828.16827.51826.87826.22825.58824.93824.30824.84830.45T/C 830.37E/P 829.81829.55829.30828.85 828.95828.90828.90828.75827.89828.85T/C 828.77828.51E/P 828.21827.40 827.15827.15826.95R 826.65826.95R 826.65826.95827.15827.15827.40 827.25827.25827.25827.25826.40827.15827.15826.95R 826.65826.95R 826.65826.95827.15827.15827.40827.60827.40827.40828.51827.95827.65827.65827.65826.71826.30828.60828.60828.60
828.60828.55828.00828.00828.00827.89ADJUST RIMTO 827.68828.90828.95828.00828.00827.45827.45T/C 828.43E/P 827.87827.60826.56826.56827.60828.75829.00828.95829.00828.75828.95828.75R 828.35R 827.60829.00829.00828.75827.10827.40828.00T/C 828.43E/P 827.87827.70827.70827.60T/C 828.52E/P 827.96T/C 828.47E/P 827.91828.00R 827.35827.10827.65827.65828.21R 827.00828.21828.65828.65R 827.50R 826.00829.35829.35 828.75R 826.60826.80826.80826.80826.80826.80826.80826.90826.90826.90826.90826.90826.90826.85826.85826.83826.83825.55825.55825.65825.55
828.05
828.05828.15828.15828.15828.05828.10828.10828.05828.05828.05828.05828.05828.10828.10828.15828.15828.15828.15828.15828.15828.15828.15828.05828.05828.05828.05828.05828.05828.15828.15828.15828.15828.05
828.05 829.59829.59829.39828.30827.97828.20828.05827.97828.05828.85828.85
R 826.20827.88827.50827.50827.50828.00827.50828.00828.00828.29828.54827.90E/P 828.00T/C 828.56828.60828.60828.60828.65827.40827.20827.25827.08827.31827.24827.15827.08827.69T/C 827.62826.20825.70R 825.00R 824.60R 824.60R 825.00R 824.80R 824.40826.00826.00826.00825.50R 825.20826.90R 826.40R 826.20827.00827.20830.50830.50830.50830.40827.25827.90830.45830.45830.40830.50830.50830.50 830.40830.40830.40830.40830.40830.40830.45830.45 829.39829.39R 828.50R 828.90830.45829.95829.95829.64829.64829.14828.90828.85828.95828.95828.90828.85828.85828.85828.85R 828.15828.95828.95828.95828.95828.85828.85828.85828.90828.90828.95828.95828.95828.95828.85828.85828.85828.85828.85 828.85827.25827.15827.15827.15828.00828.00828.26828.26828.90828.90828.40828.40828.00828.90T/C 828.82E/P 828.26T/C 828.82E/P 828.26T/C 828.82E/P 828.26828.00828.00T/C 828.82E/P 828.26R 823.00829.91829.96830.75828.00828.05828.05R 825.60R 825.60826.60E/P 829.81T/C 830.37829.64829.56829.75829.75829.83829.72828.87828.94828.59828.67829.08829.58828.95828.95828.95828.95829.64829.69829.39829.64829.48829.45829.64830.15830.07 828.60828.68828.60828.60R 827.70828.00828.00T/C 828.82E/P 828.26828.90828.40828.40828.90828.90828.26828.26828.26828.26828.26828.26R 827.55
R 827.58827.70827.70827.70827.70827.96827.96827.96827.96827.96827.96827.96827.70827.70827.70827.70T/C 828.52E/P 827.96T/C 828.52E/P 827.96T/C 828.52E/P 827.96T/C 828.52E/P 827.96828.55
828.55
828.55828.65828.65828.65828.60828.60828.65828.65828.55828.55828.55828.65828.60828.65828.60828.65828.65828.55828.55
828.55 828.60828.10828.65828.55828.65828.65828.55828.55828.55828.55828.60828.10828.10828.60828.65828.65828.65828.65828.65828.55828.60828.10828.60R 827.85828.15828.10828.10827.50828.10828.10R 827.00828.40R 827.00827.80R 826.90827.90825.20827.60826.60825.15825.23826.90826.90825.61825.68825.68825.68825.39825.39828.10827.97828.04827.97828.04827.65827.72827.65827.72827.33827.40827.01827.07827.01827.07826.68826.75826.36826.43826.04826.11825.39825.46825.07825.14825.07824.44824.51824.44824.51824.60824.66824.60824.66824.98825.05828.30828.62R 827.20ADJUST RIMTO 827.80825.72825.78R 825.22R 825.22825.03R 823.92R 823.92824.42824.42824.48824.50824.82824.82825.04825.04827.55827.55827.55T/C 827.46E/P 826.90T/C 826.90E/P 826.44827.39825.73825.49825.42826.56T/C 827.00826.95 827.07826.75826.13826.60825.77825.70826.08825.65825.58825.23825.44825.37825.16825.35825.28825.44825.56825.67825.61825.54825.60825.49825.80T/C 826.01T/C 825.37825.47825.44825.48826.07825.60825.56826.82825.90825.72825.82825.32825.70825.60T/C 825.26T/C 825.83T/C 826.75T/C 826.00R 826.01R 826.01825.78 825.84826.93827.04826.87826.97827.04826.97826.52826.49826.52826.49826.64826.61826.61826.64826.80826.77T/C 826.88T/C 826.53826.39826.32826.49826.42826.60826.57826.50826.57826.60826.95
FF 827.40FF 827.15FF828.95FF 830.50FF828.85
FF828.15FF 828.65826.48826.41826.29827.14827.11828.02828.10E/P 828.00T/C 828.56827.45828.04827.43828.36828.44827.80827.65827.24827.17828.60827.02826.95826.93826.86827.05826.95827.18827.30827.23T/C 827.11827.05827.12 828.84828.20828.20ADJUST RIMTO 827.89T/C 828.01828.49828.14828.21828.04828.11828.08827.96827.84827.95827.88828.05827.98828.11T/C 828.12828.17828.35828.72828.75829.59829.59ADJUST RIMTO 827.11R 825.00R 825.10826.30827.90R 828.90
826.10827826 826829828 831826828827827827828826
8
2
8
827
827826827828828828828
828828827827 829829828829829828827
826826827828829829828827826828829829828827826826
824830830825825830830
8
2
5 830.34830.34830.25830.25830.25830.25830.42830.14830.10830.74830.65830.35830.35830.19830.35826.90826.90826.32828.50828.50828.50826121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.2N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN - AREA 2
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.5FOR CONTINUATION SEE 4.3
AREA 2FOR CONTINUATION SEE 4.1
LP 824.28HP 824.86PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 7BLDG 8824.61824.46824.97824.76824.96824.97824.76824.83824.30824.84828.00828.00828.00828.00827.89827.85827.75827.75827.75 827.75
827.75825.55826.30826.30826.10826.55826.30826.30826.10R 825.70R 825.70826.00826.55826.30826.30826.10826.55826.30826.10R 825.70R 825.70826.00826.40826.40826.40826.40826.65826.65826.95826.50826.25826.45825.82825.40T/C 825.21E/P 824.65825.00824.65824.50825.55824.40824.15823.95R 823.65823.95R 823.65823.95824.15824.40825.70826.60
826.60T/C 827.67E/P 827.11T/C 827.81E/P 827.25T/C 827.67E/P 827.11826.85827.00827.10R 824.15T/C 825.48E/P 824.92825.56T/C 827.92E/P 827.36828.00827.10R 827.35T/C 825.47E/P 824.91826.65R 826.40FG 826.10FG 825.15R 826.60827.80827.90827.90827.85827.80827.80827.80827.80827.85827.85827.90827.90827.80827.90827.80827.80827.80827.80827.80827.80827.75827.85827.85827.90827.80827.90827.90827.80827.80827.90827.90827.85827.90827.90827.90827.85826.85826.85826.85827.11827.11827.75T/C 827.67E/P 827.11T/C 827.67E/P 827.11T/C 827.67E/P 827.11826.85826.85826.85826.71825.95826.75T/C 827.21E/P 826.77827.75827.75826.40826.30826.85827.22824.93825.04825.15825.40825.04825.04825.09824.45825.39825.47824.75824.65824.47825.29826.80826.90826.90826.90826.83825.55825.55825.55825.65825.60 825.65825.55 828.05828.05828.15828.15828.15828.05828.10828.10828.05828.05828.05828.05828.05828.10828.10828.15828.15828.15828.15828.15828.15828.15828.15828.05828.05828.05828.05828.05828.05828.15828.15828.15828.15828.05828.05 827.10827.10827.10827.10827.10827.10827.10826.30826.30826.30826.30825.55
825.55825.55824.70T/C 824.61T/C 825.01825.01825.26824.76T/C 825.26T/C 825.66825.18825.43825.32825.74825.93T/C 825.85R 826.20827.88827.50827.30827.80826.68826.64827.25827.25827.75T/C 827.67E/P 827.11T/C 827.67E/P 827.11T/C 826.63E/P 826.07825.60824.96827.50827.50828.00827.36827.50828.00828.00827.36827.36827.36R 825.00R 825.00R 824.80R 824.40826.00826.00826.00825.50R 826.20827.00827.20R 824.60R 824.60R 824.40R 824.40R 824.10826.60825.40825.40825.00R 823.40R 823.10824.20824.10R 823.00828.55828.65828.65828.65828.60828.60828.65828.65828.55828.55828.55828.65828.60828.65828.60828.65828.65828.55828.15828.10828.10827.50828.10828.10T/C 827.92E/P 827.36T/C 827.92E/P 827.36T/C 827.92E/P 827.36T/C 827.92E/P 827.36827.36827.36826.85825.89825.99825.92826.42826.42826.77825.29T/C 827.73E/P 827.15826.60827.07827.29826.65T/C 827.00826.85T/C 827.67E/P 827.11826.85825.20826.60823.70824.10827.90827.90827.25827.25827.75827.80827.11827.75827.90824.65T/C 824.76825.48824.45824.53825.55825.10827.11827.11827.11827.11T/C 825.52E/P 824.96T/W 824.50F/G 821.00T/W 824.60F/G 823.00T/W 824.60F/G 824.60825.15825.39824.44824.51824.44824.51824.60824.66824.60824.66824.98825.05825.63826.27T/C 825.61E/P 825.17825.68825.40825.03R 823.92R 823.92824.42824.42824.48824.50824.82824.82825.04825.04FF 826.30FF826.65FF828.15FF827.90R 826.62828.19828.28827.87827.78827.87827.78827.73827.73827.73827.73828.75827.90827.90827.08825.15825.10825.15824.20824.20824.30827.87827.78827.78827.78827.78827.87827.99827.90827.75827.83827.08826.69827 826.10T/BERM 825.90T/BERM 826.10T/BERM 825.90T/BERM 825.70T/BERM 825.60T/BERM 824.70825.26825.74826827827827826827823824822
826828827827826827 826828829829828827826 827826
824
823822
824
822
824
8
2
4824 8
2
7
8
2
6
825
8258258258258258258258258
2
5
825820825R 823.40827826121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.3N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN - AREA 3
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.6AREA 3FOR CONTINUATION SEE 4.2
HP
8
2
9
.
4
3VETERANS PARKWAYILLINOIS STATE ROUTE 31
AA
S
T
R
I
D
R
I
V
E
C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1BLDG 2BLDG 382
5
.
0
1
AD
J
U
S
T
R
I
M
TO
8
2
7
.
5
3
82
8
.
5
2
82
9
.
2
4
8
2
9
.
1
3
8
2
8
.
4
8
827
.
5
6
82
7
.
3
2
82
9
.
1
6
82
9
.
5
7
82
9
.
5
7
8
2
9
.
1
3
828.42
82
9
.
4
3
82
5
.
6
4
82
6
.
6
1
82
8
.
1
6
82
8
.
8
8
82
9
.
4
2
8
2
8
.
8
0
82
9
.
0
2
8
2
9
.
1
0
8
2
9
.
1
0
8
2
9
.
3
0
8
2
9
.
3
0
8
2
9
.
0
5 R 828.45R 828.45828.758
2
8
.
8
5
8
2
9
.
1
0
8
2
9
.
3
5
8
2
9
.
1
0
8
2
9
.
0
0T/C 830.37E/P 829.818
2
9
.
5
5 829.55E/P 829.81T/C 830.37830.45829.34828.25828
.
0
0
828.00
827.8082
8
.
0
0
82
8
.
0
0
828.25R 827.50828.30828
.
0
0
82
8
.
0
0R 827.50R 826.55828.45828.55 828.30
82
8
.
3
0
82
8
.
9
0
82
9
.
0
0
E/P 829.06T/C 829.72829.85829.8582
8
.
9
5
829.85T/C 828.93E/P 828.37826.6582
7
.
5
5
829.95829.95827.20827.20827.55827.55827.55827.55827.65T/C 828.42827.65827.75827.65827.65827.85827.85R 827.15R 827.15R 827.15R 827.15R 827.15R 827.15R 827.7583
0
.
9
3
83
0
.
9
3
83
0
.
9
3831.15T/C 830.85E/P 830.29830.05830.15829.85829.75829.5582
9
.
5
5
830.2982
9
.
7
5
82
9
.
7
5
830.29829.55829.75829.85830.15830.05830.93830.85R
8
2
9
.
2
0
R
8
2
9
.
1
0R 828.7082
8
.
9
5
R 879.1082
9
.
9
0
829.90829.55T/C 830.85E/P 830.29830.44830.36T/C 830.85E/P 830.29827.85830.05827.55T/C 830.85E/P 830.29827.55827.55827.65827.65827.60827.65827.65T/C 828.41E/P 827.85828.50828.49827.65E/P 827.86R 827.508
3
0
.
5
0
R 829.70829.67828.30828.10828.108
2
9
.
3
5
8
2
9
.
3
5
8
2
9
.
3
5
8
2
9
.
3
5 828.858
2
9
.
0
5
8
2
9
.
0
5829.8582
9
.
9
0
828.50T/C 830.85828.1082
8
.
0
0
82
8
.
0
0
828.1082
8
.
0
0
82
9
.
9
0
82
9
.
9
0829.80829.90829.80829.8082
9
.
8
0
82
9
.
9
0
82
9
.
9
0
82
9
.
9
0
82
9
.
8
5
82
9
.
8
5
82
9
.
8
0
82
9
.
8
0
82
9
.
8
0
82
9
.
3
0
829.85829.85829.8082
9
.
9
0
82
9
.
9
0
82
9
.
9
0
829.80829.80829.80829.80829.80829.80830.408
3
0
.
5
0
830.45830.458
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
4
5
830.45830.40830.40827.60T/C 827.18826.51826.58826.61827.1182
7
.
3
6
82
7
.
4
4
827
.
6
2
T/C 826.65826.72826.69826.63826.43T/C 826.92826.99826.81826.88826.77826.71826.78826.93826.86827.01827.08827.18827.11827.61828.25827.8082
8
.
0
0
82
8
.
0
0
829.85829.85829.35828.25827.80T/C 829.77E/P 829.21827.80826.82826.898
2
9
.
3
0830.458
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
5
5
828.61828.68828.66828.59828.67828.608
2
9
.
2
6
8
2
9
.
2
3
82
8
.
0
0827.8082
8
.
2
5
82
8
.
0
0
82
8
.
3
0
82
8
.
1
7
82
8
.
4
0
828.3382
8
.
1
9
82
8
.
2
6R 827.20827.80828.00828.00R 825.80R 828.20828.40R 827.40827.70R 826.50829.10829.45829.45829.40829.40829.40829.45829.40829.40829.4582
9
.
5
0
829.40828.95828.95829.50829.50828.90828.90829.45829.45829.40829.40829.40829.50829.45829.45829.45829.45828.95828.95829.40829.40829.50829.50828.70
828
.
5
5
828
.
5
5
828
.
5
5
82
8
.
5
5
828
.
5
5
828.55
829.4582
9
.
4
5
82
8
.
9
5
828
.
9
5 T/C 829.37E/P 828.81828.8
1
828.81 828.
0
0
828.25828.00827.80830.50830.408
3
0
.
5
0 830.45830.458
2
9
.
0
0
8
2
9
.
8
1
8
2
9
.
8
1 E/P 829.81T/C 830.378
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
5
5
8
2
9
.
0
0
829.30830.40830.40830.45830.458
3
0
.
4
5
829.95829.95830.45E/P 829.81T/C 830.37R
8
2
8
.
3
0
8
2
8
.
8
1828.50828.50828.55828.55828.45828.55828
.
0
0
828
.
0
0
828
.
5
0
828
.
5
0
82
7
.
6
0
82
7
.
6
0
82
7
.
6
0
T/C 828.42E/P 827.86827
.
8
6
827
.
8
6
82
7
.
5
4
827.85828.45828.45828.50T/C 828.42827.65827.6582
7
.
6
0
82
7
.
6
0
82
7
.
6
0
82
7
.
6
0
82
7
.
8
6
82
7
.
8
6 827.55830.43830.43830.93831.15831.15830.93830.44830.36830.93830.29R 827.00R 827.20830.29T/C 830.85E/P 830.29T/C 830.85E/P 830.29830.93830.93830.43830.43T/C 830.85E/P 830.29830.05830.05830.05830.0582
5
.
7
8
82
5
.
7
8
82
5
.
1
4
82
6
.
5
5 826.68829.50829.50
82
9
.
5
0
82
9
.
5
0
82
9
.
5
0
82
8
.
5
5
828
.
5
5
828.30829.50829.50829.40829.5082
8
.
8
1
828
.
8
1 T/C 829.37E/P 828.81T/C 829.37E/P 828.81T/C 829.37E/P 828.81829.20T/C 829.12E/P 828.56T/C 827.54E/P 826.9882
8
.
0
0
828
.
8
1
82
6
.
9
9
82
6
.
9
2
827
.
4
1
82
7
.
3
9T/C 827.3482
7
.
6
7
82
7
.
7
4
827
.
6
7
827
.
7
4
82
8
.
3
0
82
8
.
3
6
82
8
.
3
0
82
8
.
3
7
82
8
.
9
5
82
8
.
9
5
82
8
.
9
5
82
8
.
9
5
82
8
.
9
5
82
8
.
9
5 829.8082
9
.
9
0
82
9
.
0
8 T/C 829.77E/P 829.21T/C 829.77E/P 829.21T/C 829.77E/P 829.21T/C 829.77E/P 829.2182
9
.
2
1
82
9
.
2
1
82
9
.
2
1
82
9
.
2
1
82
9
.
8
5
82
9
.
3
5
829.35829.85830.93830.29830.29830.05830.05T/C 830.85E/P 830.29831.1582
8
.
8
9829.01T/
C
8
2
8
.
3
9
82
8
.
1
5
82
8
.
0
8
82
8
.
2
5
82
8
.
1
8
82
8
.
4
5
82
8
.
3
5
82
8
.
5
0
82
8
.
4
3
82
8
.
7
3
T/
C
8
2
8
.
6
6
82
8
.
4
3
82
8
.
4
6
82
8
.
9
3
82
9
.
9
6
82
8
.
3
3
82
8
.
3
6
82
8
.
3
3
82
8
.
3
6
82
8
.
0
3
82
8
.
6
1
82
8
.
6
4
82
9
.
6
4
8
2
9
.
2
6
8
2
9
.
3
3
8
2
9
.
2
6
8
2
9
.
3
3
8
2
8
.
9
5
8
2
9
.
0
2
82
9
.
6
4
82
9
.
1
4
82
9
.
1
4
82
9
.
6
2
82
9
.
6
2
82
6
.
2
7
82
6
.
4
7
82
6
.
4
1
82
6
.
4
8
82
7
.
0
0
82
5
.
2
1
T/C 828.42E/P 827.86R 827.52R 827.52830.458
2
9
.
8
1
8
2
9
.
8
1
8
2
9
.
8
1
T/C 830.45E/P 829.81830.40830.408
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
5
0
8
3
0
.
4
0
830.40830.40830.40830.40830.40830.40830.40830.45829.4082
9
.
2
0
828.90828.408
2
8
.
6
2
8
2
8
.
6
9
828
.
62
8
2
8
.
6
9
82
9
.
4
5
82
9
.
3
8
82
9
.
3
8
82
9
.
4
5
82
8
.
6
6
82
8
.
7
3
AD
J
U
S
T
R
I
M
TO
8
2
7
.
8
0
AD
J
U
S
T
R
I
M
TO
8
2
8
.
2
5
AD
J
U
S
T
R
I
M
TO
8
2
7
.
8
0 830.508
3
0
.
5
0
FF 830.50FF 829.90FF
8
2
8
.
0
0FF 829.50FF 827.65FF 827.65F
F
8
2
8
.
8
5
82
8
.
8
2
82
8
.
7
1
828.77828.43828.46828.77828.74828.64828.5782
8
.
5
5
828.8382
8
.
7
6
828.7482
8
.
6
7
828.93828.86829.23T/
C
8
2
8
.
1
6
829.2382
5
.
8
5
82
5
.
8
4
T/C 827.548
2
8
.
7
7
8
2
8
.
7
0
8
2
8
.
0
9
8
2
8
.
7
6
8
2
8
.
6
9
8
2
9
.
1
9
T
/
C
8
2
9
.
1
2
T
/
C
8
2
8
.
0
2828.49828.49829.55ADJUST RIMTO 828.80R 826.5082
9
8
2
8
83
3
83
3
832827827 832 832827
82982982882982882
9831828829828828828827826826832829
8
2
9
8
2
9827829829831.00831.0083
5
83
0
830830830830830
83
5
83
0
83
5
83
0
830830830830830830
83083083
5
83
0
830 83082882
982882
8
82
7826 82
9
829121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.4N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN - AREA 4
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.7FOR CONTINUATION SEE 4.5
AREA 4FOR CONTINUATION SEE 4.1
LP 824.28LP 825.41 HP 826.13 LP 825.40 HP 826.10 LP 824.87 BLDG 12COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 18BLDG 17BLDG 16BLDG 11DEAN LANE
AASTRI DRIVETWO STEPS TO BEPOURED HERE829.13 828.48 827.84827.19826.55826.11825.90825.26824.61825.76 825.75 825.75 825.52 825.08 826.04829.57 827.30826.48826.02824.97824.76829.13 828.42828.09827.20827.07826.53825.97825.37824.97824.76825.78
T/C 825.02T/C 825.62T/C 826.23T/C 825.99T/C 825.55T/C 825.57T/C 826.15825.47 824.59825.79 826.25824.83828.16827.51826.87826.22825.58824.93824.30828.80
825.48
824.75
826.10825.40
826.13825.41 824.59829.55829.30829.05 R 828.45828.75828.85 829.10829.35 829.10829.00 827.89826.30827.55827.65827.65827.75827.75827.95827.85R 827.15R 827.15R 827.15R 827.15830.93830.93830.93831.15830.93T/C 830.85E/P 830.29830.05830.15829.85829.75829.55829.55 830.29829.75 829.75830.29830.93830.85R 829.10827.00826.45826.25826.20826.00R 825.60825.90R 825.60826.30826.50826.30826.45826.20826.20826.00R 825.60825.90R 825.60827.25827.30827.95828.05828.05828.05828.05826.85826.09826.20828.05828.05828.05828.00826.23E/P 827.35827.35827.55827.35827.10827.35827.20827.20827.30827.10827.10827.10827.10826.90826.90827.35825.55825.70R 826.70R 826.70826.33827.00827.10R 826.70R 826.70R 826.70R 826.70826.25826.25826.25826.25826.85826.85826.85826.85826.46T/C 826.38E/P 825.82825.09T/C 825.02E/P 824.46824.20824.20826.80T/C 826.72E/P 826.16824.63824.21825.05824.63825.50825.60825.25825.75825.75825.25825.40825.84825.85826.75826.75826.75825.85
824.20824.20824.21823.93823.93823.63825.05824.63824.05R 823.70R 823.70825.40825.40825.60825.60825.40825.40825.55825.30825.30825.10825.55825.30825.30825.10R 824.70825.60R 824.70825.50FF 826.00824.00824.00824.91E/P 825.58T/C 826.14826.22825.33ADJUST RIMTO 827.68R 824.60R 825.50826.00T/C 830.85E/P 830.29830.44830.36827.85827.85827.60827.80827.80827.55828.20827.00T/C 828.03E/P 827.45T/C 827.97E/P 827.41T/C 826.77826.30824.30825.90825.95 R 826.10826.85827.10T/C 827.92E/P 827.36827.05827.15827.10T/C 830.85E/P 830.29827.65827.65R 827.30R 825.00825.10824.30T/C 825.02E/P 824.46R 827.30827.05T/C 826.67E/P 826.10T/C 826.77E/P 826.11827.05827.05R 825.50T/C 824.83E/P 824.25T/C 826.17E/P 825.61825.35R 827.00R 826.00829.35829.35829.35 829.35829.05828.50T/C 830.85FG 822.00F/G 821.00825.30825.30825.30825.30825.35826.80826.90826.90826.90826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.80826.90826.90826.90826.90826.90826.90826.90826.90826.90826.85826.85826.83826.83825.95
825.95826.70826.70R 823.60R 824.30R 824.30R 824.30826.70826.70826.70826.70826.70826.75826.75826.20826.30826.30826.30826.30826.30826.30826.30826.30826.30826.30826.30826.20826.20826.20826.20826.20826.20826.20826.20826.20826.20826.80826.25826.25826.25826.20826.20826.25826.25826.30826.30826.80826.80826.80826.70826.70826.80826.80826.80826.75826.25
826.25
826.75
826.75826.80826.80826.80826.80826.80826.80826.75826.75826.20825.85826.75826.25826.25T/C 826.67E/P 826.11825.85
825.85
825.85
825.85
825.85
825.85
826.75T/C 826.67E/P 826.11T/C 826.67E/P 826.11826.11
826.11 T/C 826.67E/P 826.11T/C 826.67E/P 826.11826.11
826.11
825.35
825.35
825.35
825.75
825.75
825.61
825.61
825.61
825.61
T/C 826.77E/P 826.21T/C 826.77E/P 826.21T/C 826.77E/P 826.21T/C 826.77E/P 826.21825.95
825.95
825.95
825.95826.20826.20827.15
827.15
827.15
827.15
828.00828.00828.00828.10828.10828.05828.05828.10828.00828.00828.00828.00828.05828.05828.00828.00828.00828.00828.10828.10828.10828.00828.00828.00828.00828.10828.10828.10828.10828.00828.05827.55828.05827.55827.65827.15827.15827.15827.15 T/C 827.97E/P 827.41T/C 827.97E/P 827.41826.10825.74
825.45825.58825.51825.82T/C 825.75825.62826.10826.34826.06
826.13
825.93826.00826.05825.98825.81826.18
826.11826.05825.98T/C 826.43826.24826.50E/P 826.21827.55827.55828.05E/P 827.41827.41
827.41
R 825.04
R 825.04
825.67825.64825.70825.63825.67825.74825.77825.90825.97825.47826.30T/C 826.23825.72825.78825.78825.72827.10827.10825.69T/C 825.70825.77825.50825.57825.70825.63825.38825.51825.44825.31825.45825.38824.88825.08825.08R 824.51R 824.51T/C 825.01T/C 825.01827.20827.25827.08827.31827.24827.15827.08827.69T/C 827.62829.30829.55828.61828.68828.66828.59828.67828.60829.26R 825.30R 824.40826.00826.00828.49 R 825.60 827.25827.10827.10826.60R 823.00824.15824.15R 824.30824.80824.80824.80824.80824.20
821.00825.30828.81
828.00828.05828.10828.05828.10828.00828.00828.00828.00828.05828.05828.00828.00828.00828.00828.00828.00828.00828.00828.00828.05828.10828.10828.00828.00828.10828.10828.10828.10828.10828.10828.05827.55827.55T/C 827.97E/P 827.41827.41827.41827.15827.15
827.15
827.15
827.15
828.05
827.55827.15
828.05
827.55
827.41
827.41
827.41T/C 827.97E/P 827.41826.05T/C 828.42E/P 827.86828.50T/C 828.42827.65827.65827.60827.60827.60827.60827.86827.86 827.55830.43830.43830.93831.15831.15830.93830.44830.36830.93830.29826.50R 825.60R 825.60826.60826.60830.29T/C 830.85E/P 830.29T/C 830.85E/P 830.29830.93830.93830.43830.43T/C 830.85E/P 830.29830.05830.05830.05830.05830.93830.29830.29831.15829.26829.33829.26829.33 828.95829.02829.64 829.14829.62T/C 828.42E/P 827.86R 827.00825.20826.85
826.35
826.35
826.85
826.21
826.21
826.21
826.21
826.21
826.21
826.21 826.85826.35826.35826.85825.15825.23826.90826.90826.90826.90825.61825.68825.68825.68825.39825.39826.80826.80826.75826.75826.11
826.11
826.11826.80826.70826.70826.26
826.33
825.89
825.96
825.89
825.96
825.54
825.54
825.61
825.61
826.25826.30T/C 826.17E/P 825.61826.25
826.25
825.61
825.61
825.61 826.30826.30826.30826.30826.30825.75825.75T/C 827.97828.10828.10828.10828.10828.10828.10827.41827.41827.41
827.41
827.41E/P 827.41T/C 827.97828.05826.23
826.23
826.30
826.30826.24
826.31
826.24
826.31827.35827.10827.35827.10T/C 827.97E/P 827.41E/P 827.41T/C 827.97827.41 828.05828.10828.10828.10828.00828.10828.10828.10T/C 827.92E/P 825.67T/C 826.23825.54
825.61
825.54
825.61
825.90
825.97
825.90
825.97
R 825.05
R 825.05
825.22
825.22
825.28
825.28
825.62
825.69
825.62
825.69
825.66
825.73
825.66
825.73
825.89
825.96 827.97828.04827.97828.04827.65827.72827.65827.72827.33827.40827.01827.07827.01827.07826.68826.75826.36826.43826.04826.11825.39825.46825.07825.14825.07824.44824.51824.44824.51828.30828.36828.62828.69 828.62828.69 R 827.20ADJUST RIMTO 827.80825.72825.78R 825.22R 825.22825.44
825.46
825.18
825.16
825.18
825.16
825.71
825.62
825.62
825.71
825.65825.28825.26825.28825.26825.65
825.56
825.67
826.06
T/C 826.27826.21826.27826.17
825.54 825.22825.08824.92824.99825.15825.29825.96 825.89
825.61825.68
825.41
825.61
826.01
826.23
826.01
826.23
826.16 825.95
825.95826.16
825.68
T/C 825.61825.94825.75825.82T/C 825.87825.55
825.41825.34825.39T/C 825.32825.11825.04825.28T/C 825.21825.09825.11824.75825.03
825.02825.35T/C 825.27825.13
R 823.92824.42824.82824.82825.04825.04825.73825.49825.42825.77825.70826.08825.65825.58825.23825.44825.37825.16825.35825.28825.44825.56825.67825.61825.54825.60825.49825.80T/C 826.01T/C 825.37825.47825.44825.48826.07825.60825.56826.82825.90825.72825.82825.32825.70825.60T/C 825.26T/C 825.83T/C 826.75T/C 826.00R 826.01R 826.01825.78 825.84826.93827.04826.87826.97827.04826.97826.52826.49826.52826.49826.64826.61826.61826.64826.80826.77T/C 826.88T/C 826.53826.39826.32826.49826.42826.60826.57826.50826.57
826.60
826.95
FF826.90FF 828.10FF826.20FF827.00 FF 827.65FF 827.65FF 831.15
FF 827.10FF 827.10FF 825.30
FF 824.20
FF828.85
FF826.30FF826.80FF 828.10826.48826.41826.29827.14827.11828.04827.43828.36827.24827.17827.02826.95826.93826.86827.05826.95827.18827.30827.23T/C 827.11827.05827.12ADJUST RIMTO 827.89828.77828.70828.09828.76T/C 829.12T/C 828.02828.49T/C 828.01828.49828.14828.21828.04828.11828.08827.96827.84827.95827.88828.05827.98828.11T/C 828.12828.17828.35829.55 828.72828.75829.59829.59ADJUST RIMTO 827.11ADJUST RIMTO 828.80R 823.00R 825.00R 825.60826.30R 826.50827.90R 828.90826
826827827827827826 826
826828828829826826827829
827
829
824
827
826
826
826831.00831.00831.00827827826827828826.50824
823
822
826
826
824830830830
825 825825
825
825
825
826
826.32828829831
T/W 820.50F/G 820.5036" ST IN HEADWALLI.E. 818.00I.E. 817.30121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.5N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN - AREA 5
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.8FOR CONTINUATION SEE 4.6
AREA 5FOR CONTINUATION SEE 4.2FOR CONTINUATION SEE 4.4
LP 824.28LOT 1PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18
BLDG 9BLDG10824.61824.46824.97824.76824.96824.97824.76824.83824.30825.40T/C 825.21E/P 824.65825.00824.65824.50825.60825.60825.55T/C 825.47E/P 824.91825.60
825.60825.65825.60825.55T/C 825.47E/P 824.91825.55824.40824.15824.15823.95R 823.65823.95R 823.65823.95824.15824.15824.40824.25824.25824.25824.25824.40824.15824.15823.95R 823.65823.95R 823.65823.95824.15824.15824.40824.55824.15824.15824.75826.25826.25826.85825.09T/C 825.02E/P 824.46824.20824.20826.80T/C 826.72E/P 826.16824.63824.21825.05824.63826.75825.85824.20824.20824.21823.93823.93823.63825.05824.63824.05R 823.70R 823.70825.40825.40824.00824.00824.91824.30825.90825.10824.30T/C 825.02E/P 824.46T/C 826.77E/P 826.11T/C 824.83E/P 824.25T/C 826.17E/P 825.61825.35R 824.15T/C 825.48E/P 824.92825.56823.45824.45825.65825.60825.60824.65T/C 825.47E/P 824.91825.04825.04825.09824.45825.39825.47824.75824.65824.47824.15824.15824.15824.15824.65825.29FG 822.00F/G 821.00825.30825.30826.80826.90826.80826.80826.80826.90826.90825.55825.65825.60825.55825.55825.55825.55825.55825.55825.55825.60825.55825.55825.60825.65825.65825.60825.65825.60825.65825.65825.65R 825.85825.60824.70825.65825.55 825.55825.55825.10825.65825.65825.55 825.55
825.65825.65825.65825.55
825.55825.55825.55825.65825.65825.60825.60825.55825.55824.70824.70824.70824.70R 823.50R 824.30826.70826.70826.70826.70826.75826.20826.30826.30826.30826.30826.30826.20826.20826.20826.20826.25826.30826.30826.70826.80826.80826.80826.75826.80826.80826.80T/C 825.52E/P 824.96824.70824.70824.70T/C 825.52E/P 824.96T/C 825.52E/P 824.96T/C 825.52E/P 824.96T/C 825.52E/P 824.96T/C 824.61T/C 825.01825.01825.26824.76T/C 825.26825.10825.60825.55825.55825.55825.55
825.60825.60825.60825.60825.65825.65825.65825.60825.60
R 824.85824.70824.70824.70824.70825.65825.65825.65825.60825.55825.55825.60824.96824.96824.96824.96824.96824.96825.60825.10825.10824.96826.75R 823.10824.10R 823.40R 823.00R 821.50R 822.00R 821.60822.50823.00R 821.60R 823.00824.15824.15R 824.30824.80824.80824.20821.00825.20823.70824.10824.00824.00822.50824.65T/C 824.76825.48824.45824.53825.55825.55825.65825.65825.65825.60825.10825.60825.10825.60824.70824.70824.70824.70824.96824.96824.96825.10825.10825.60825.65825.65825.65824.96T/C 825.52T/C 825.52T/C 825.52T/C 825.52E/P 824.96E/P 824.96E/P 824.96E/P 824.96824.96824.96824.96825.65825.65T/W 823.50F/G 823.50T/W 824.00F/G 821.50T/W 824.50F/G 822.00T/W 824.50F/G 821.50T/W 824.50F/G 821.00T/W 824.50F/G 821.00T/W 824.60F/G 823.00T/W 824.60F/G 824.60823.00822.60821.80± M.E.822.50± M.E.822.50± M.E.823.60826.80T/C 826.17E/P 825.61826.30824.44824.51824.44824.51824.60824.66824.60825.63825.03R 823.92R 823.92824.42824.42824.48824.82824.82825.04825.04FF 824.20
FF 824.15FF 824.15FF825.65FF825.65R 823.00824.20824.20824.30822
824
8
2
4T/BERM 823.50822823824823.60823T/BERM 823.50T/BERM 823.50824823822 826 826 8248228238248238238228
2
6
825825820825825 825825825
R 823.40823.60822824824T/W 822.00F/G 818.00821820819818T/W 821.00F/G 821.00T/W 820.50F/G 820.50I.E. 815.50I.E. 816.50I.E. 817.5036" ST IN HEADWALLI.E. 818.00I.E. 817.30PEDESTRIAN RAILINGANCHORED INTO T/WALL121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.6N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN - AREA 6
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.8FOR CONTINUATION SEE 4.3FOR CONTINUATION SEE 4.5
AREA 6
OUTLOT AVETERANS PARKWAYAA
S
T
R
I
D
R
I
V
E
BLDG 13C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 182
5
.
0
1
AD
J
U
S
T
R
I
M
TO
8
2
7
.
5
3
82
8
.
5
2
827
.
5
6
82
7
.
3
2
82
5
.
6
4
82
6
.
6
1
82
8
.
1
6829.34828.25828.00 828.00
828
.
0
0
82
8
.
0
0R 827.50R 826.55828.45828.55 828.30
826.65827
.
5
5
827.20827.20827.55827.55827.55827.55827.65T/C 828.37E/P 827.81T/C 828.42827.65827.75827.75827.95827.65827.65827.85827.85R 827.15R 827.15R 827.15R 827.15R 827.15R 827.15R 827.7583
0
.
9
3831.1582
9
.
7
5
830.29829.55829.75829.85830.15830.05830.93830.85R 8
2
9
.
2
0
R 825.20R 824.05R 823.94824.67± M.E.R 828.70829.55T/C 830.85E/P 830.29830.44830.36T/C 830.85E/P 830.29827.85830.05827.85827.60827.8082
7
.
8
0827.55828.20827.55827.55827.65827.65827.60827.65827.65T/C 828.41E/P 827.85828.50828.49827.65E/P 827.86R 827.50828.30828.10828.45828.50828.10828.00828.00
827.60T/C 827.18826.51826.58826.61827.11827
.
3
6
82
7
.
4
4
82
7
.
6
2
T/C 826.65826.72826.69826.63826.43T/C 826.92826.99826.81826.88826.77826.71826.78826.93826.86827.01827.08827.18827.11827.61828.25827.80828
.
0
0
82
8
.
0
0
828.25827.80827.80826.82826.8982
8
.
0
0827.8082
8
.
2
5
82
8
.
0
0
82
8
.
3
0
82
8
.
1
7
82
8
.
4
0
828.3382
8
.
1
9
82
8
.
2
6R 827.20827.80828.00828.00R 825.80827.00R 826.70R 826.30R 826.20827.00R 826.50827.30826.20R 825.30R 825.30R
8
2
4
.
4
0826.00826.00828
.
4
9829.45829.45829.40829.40829.40829.45829.40829.40829.45829.50829.40828.95828.95829.50829.50828.90828.90829.45829.45829.40829.40829.40829.50829.45829.45829.45829.45828.95828.95829.40829.40829.50829.50828.70828.55828.55828.55828.55 828.55828.55829.45829.45828.95828.95 T/C 829.37E/P 828.81828.81828.81 828.00827.80828.50828.50828.55828.55828.45828.55828
.
0
0
828
.
0
0
828
.
5
0
828
.
5
0
82
7
.
6
0
82
7
.
6
0
82
7
.
6
0
T/C 828.42E/P 827.86827
.
8
6
827
.
8
6
82
7
.
5
4
827.85828.45828.45828.45828.50828.50828.55828.45828.45828.45828.45828.55828.50828.50828.45828.45828.45828.55828.55828.55828.50828.00828.00828.55828.55828.55828.50828.45T/C 828.42E/P 827.86827.65827.6582
7
.
6
0
82
7
.
6
0
82
7
.
6
0
82
7
.
6
0
82
7
.
8
6
82
7
.
8
6 827.55831.15831.15830.93830.44830.36830.93R 827.00R 827.20830.93830.93830.43830.43T/C 830.85E/P 830.29830.05830.05830.0582
5
.
7
8
82
5
.
7
8
82
5
.
1
4
82
5
.
1
4
82
6
.
5
5 826.68829.50829.50829.50829.50829.50 828.55828.55
828.30829.50829.50829.40829.50828.81828.81 T/C 829.37E/P 828.81T/C 829.37E/P 828.81T/C 829.37E/P 828.81829.20T/C 829.12E/P 828.56T/C 827.54E/P 826.9882
8
.
0
0
828.81
826
.
9
9
826
.
9
2
82
7
.
4
1
82
7
.
3
9T/C 827.3482
7
.
6
7
82
7
.
7
4
827
.
6
7
827
.
7
4
82
8
.
3
0
82
8
.
3
6
82
8
.
3
0
82
8
.
3
7
830.29830.29830.05830.05T/C 830.85E/P 830.29831.15T/
C
8
2
8
.
3
9
82
8
.
1
5
82
8
.
0
8
82
8
.
2
5
82
8
.
1
8
82
8
.
4
5
82
8
.
3
5
T/
C
8
2
8
.
6
6
82
8
.
0
3
82
8
.
6
1
82
6
.
2
7
82
6
.
4
7
82
6
.
4
1
82
6
.
4
8
82
7
.
0
0
82
5
.
2
1
82
5
.
2
1
T/C 828.42E/P 827.86R 827.52R 827.5282
4
.
6
8
R 826.4082
8
.
6
6
82
8
.
7
3
AD
J
U
S
T
R
I
M
TO
8
2
7
.
8
0
AD
J
U
S
T
R
I
M
TO
8
2
8
.
2
5
AD
J
U
S
T
R
I
M
TO
8
2
7
.
8
0
FF 828.00FF 829.50FF828.55FF
827.00 FF 827.65FF 827.65FF
8
3
1
.
1
5
826.00824.40824.30± M.E.824.95824.86± M.E.824.70824.60± M.E.825.40825.30± M.E.825.55825.45± M.E.825.64825.54± M.E.825.55± M.E.825.40± M.E.82
8
.
7
1
828.77828.43828.46828.77828.7482
5
.
8
5
82
5
.
8
4
T/C 827.5482
9
8
2
8
832827827
828828827827827829826827828827826
82
7
82
9831828829828828828827826 826832829
831.00831.00831.00826
827
828
826.50828827830830830830830830830
83082583
0
82
5826828 82
982882
8
82
7826824.30± M.E.824.06± M.E.826.50826
82
4
.
9
1
82782782
9
829121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.7N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN- AREA 7
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.4FOR CONTINUATION SEE 4.8
AREA 7
LP
8
2
2
.
0
2
HP 826.05 LP 825.41 HP 826.13
LOT 18LOT 2SITE BENCHMARK#2BLDG 16BLDG 15BLDG 14822
.
0
3
824.52 825.49 825.76 T/C 825.99824.26
822.56
822
.
5
6
822
.
4
6
T/C 826.02
T/C 825.55822.46
822
.
5
0
822.78
825.97 825.41824.12 T/C 828.37E/P 827.81827.75827.75827.95R 827.15827.00827.00826.45826.25826.20826.00R 825.60825.90R 825.60826.00826.25826.20826.45826.50826.30826.30826.50826.30826.45826.20826.20826.00R 825.60825.90R 825.60826.00826.20826.20826.45827.93827.30827.25826.95T/C 826.87E/P 826.31827.65827.65826.05826.00826.20R 825.20826.25826.25826.25826.25825.54825.05824.60824.80824.80824.90824.90825.10824.90824.90825.10824.80824.60824.80825.05R 824.20R 824.20824.60824.33824.50823.68823.85823.85824.00824.00824.00824.00R 823.40823.75R 823.40823.68823.60823.86823.86824.21824.21824.55824.55824.21824.21824.91E/P 825.58T/C 826.14826.22825.33826.25826.25826.25826.25824.91822.60± M.E.821.98± M.E.822.21± M.E.827.85827.60827.80827.80 828.20827.00T/C 827.97E/P 827.41825.57825.15825.64825.57824.85825.85826.75R 826.90T/C 826.57E/P 827.01826.30826.25R 825.20825.35823.20825.61 825.35T/C 824.49E/P 823.93T/C 826.17E/P 825.61T/C 828.01E/P 827.45T/C 827.57E/P 827.01R 825.50T/C 824.83E/P 824.25T/C 826.17E/P 825.61825.35T/C 824.83E/P 824.27826.30826.30826.30826.30826.30826.20826.20826.20826.20826.20826.20826.20826.20826.20826.20826.25826.25826.30826.30R 823.40825.10826.30
826.30
826.25826.20826.30826.20826.20826.20826.20826.30826.30826.30826.30826.30826.30826.30826.30826.30826.20826.20R 826.15826.30826.25826.25826.20826.20826.20826.20826.30826.20826.30826.20826.20826.20825.75
825.75
826.25
T/C 826.17E/P 825.61825.35
825.35 824.80824.80824.80824.80825.35
825.35
825.35
825.35
825.35
825.35
825.35T/C 826.17E/P 825.61825.75
825.75826.25825.75825.75825.35
825.35
825.35
825.61
826.25T/C 826.17E/P 825.61T/C 826.17E/P 825.61825.61
825.61 T/C 826.17E/P 825.61T/C 826.17E/P 825.61T/C 826.17E/P 825.61825.61
825.61
825.61
825.61
F/G 822.00F/G 821.00827.60827.70827.70827.70827.70827.70827.70827.70827.70827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.60827.65827.65827.60827.70827.60827.15827.15827.65827.65 826.75826.75826.75 826.30826.20826.20826.75826.75826.75826.75 826.50826.25827.15827.15825.85826.20826.20827.01827.01
823.73T/C 823.81824.23T/C 824.31824.41824.49824.57823.94823.87823.53823.46824.26824.46
824.39 824.89T/C 824.82825.65
825.72
826.12 T/C 826.05825.61826.35T/C 825.28825.88825.95826.08826.01825.26825.78825.73825.66825.86
825.79
825.90
T/C 825.83826.10825.74
825.50825.43825.38825.45825.34825.58825.51825.82T/C 825.75825.62826.10826.34826.06
826.13
825.93826.00825.98E/P 827.41827.30826.20R 825.00826.10R 825.20826.10R 825.30R 825.30826.00826.00R 821.70R 823.00R 822.00R 822.70
R 822.00824.80824.20R 824.00822.30824.80F/G 821.00827.65825.35 T/C 826.17E/P 825.61826.25
826.25R 825.16825.61
825.61
825.61
826.11
826.17
826.11
826.17
824.92
824.65
824.72
824.99
826.30826.30826.30826.30826.30825.75825.75825.61
825.61
825.61
826.30827.70827.70827.70827.70827.65827.65827.65827.65822.92
822.99
822.92
822.99
822.92822.92
822.
1
7
822
.
2
4
822.
1
7
822.24 827.70827.70827.70827.65827.65827.01827.01827.01827.01827.01T/C 826.57E/P 827.01T/C 826.57E/P 827.01T/C 826.57E/P 827.01R 826.54R 826.60E/P 827.41T/C 827.97825.54
825.61
825.54
825.61
825.90
825.97
825.90
825.97
R 825.05
R 825.05
R 82
1
.
6
8
R 8
2
1
.
6
9
823.66
823.49 823.63T/C 823.60823.67826.09
826.18
826.19
825.44
825.46
825.18
825.16
825.18
825.16
825.71
825.62
825.62
825.71
825.65825.28825.26825.28825.26825.65
825.56
825.67825.45
826.06
T/C 826.27FF 827.70FF 826.30FF 824.80
FF 823.85
FF826.20FF827.00826.00823.30823.20± M.E.823.30823.20± M.E.824.10824.00± M.E.823.30823.20± M.E.824.30824.20± M.E.824.40824.30± M.E.824.95824.86± M.E.FF826.30R 823.00R 825.14R 825.1982
2
.
2
1
82
2
.
1
4
822
.
1
4
82
2
.
2
1822.64822.71822.71822.64822
.
4
2
819.81819.81R 824.08829826826826827828827827824826828828827826
825823824822822821824
823
826 826827828 826.50825825825820825
825
826827
824826.50826
823.30823.30822
821
824
823
822 825824823820819818817820824
823
I.E. 815.50I.E. 817.00I.E. 820.50121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEAREA 1AREA 2AREA 3AREA 4AREA 5AREA 6AREA 7AREA 8NOTES:1.ALL ELEVATIONS SHOWN DEPICT FINAL FINISHEDGRADE UNLESS OTHERWISE NOTED. ELEVATIONS INROADWAYS ARE EDGE OF PAVEMENT ORCENTERLINE.2.ALL STORM SEWER IS TO BE 12" HDPE UNLESSOTHERWISE NOTED.3. ADDITIONAL YARD DRAINS WILL BE PROVIDEDAROUND THE BUILDINGS ON FINAL ENGINEERINGPLANS.4.PROPOSED ELEVATION GIVEN AT CURB LINEINDICATES TOP OF CURB ELEVATION UNLESSOTHERWISE NOTED.DRAWING NO.4.8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\4.1 Grd211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
GRADING PLAN - AREA 8
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 4.5FOR CONTINUATION SEE 4.7
AREA 8
LOT 3LOT 4LOT 5LOT 8LOT 9LOT 12UNSUBDIVIDED LANDSSITE BENCHMARK#3ILLINOIS STATE ROUTE 31 ILLINOIS STATE ROUTE 31
BLDG 12C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G BASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)406+00 407+00 408+00 409+00409+05
30
4
+
0
0
30
5
+
0
0
3
0
6
+
0
0
307+00308+00309+00310+00311+00HP
8
2
9
.
4
3
HP 826.10 LP 824.87 BREAK 825.81FF 828.10FF 830.50FF 829.90FF 828.00
FF 827.10FF 827.10FF 827.40FF 827.15FF828.95FF 830.50FF 82
9
.
3
0
F
F
8
2
9
.
0
0
F
F
8
2
8
.
8
5
8
3
8
8
3
7
8
3
3
827829833833831833833832832827
828
8268268278278298298288298288278
2
7
8
2
6
8
2
6
8268298
2
9
829828
829
828829826831832831828828828828828
828828827827 8298298
2
8829833
8
2
7
829
828829829
8
2
9
828827826826827828829829828827827829829
827
826
8
2
7
8
3
5
8
3
0
835 830830830
8
3
5
835
83
0
835835830835830830830
8
3
0
8308308308258
3
5
8
3
0830 8
3
0830835830
830830 8308258268
2
8831
INLET BASKET(TYP.)SILT FENCE(TYP.)NOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCE121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEDRAWING NO.5.1N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL PLAN - AREA 1
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 5.4FOR CONTINUATION SEE 5.2
AREA 1
LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT
16UNSUBDIVIDED LANDSPLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11AASTRI DRIVE406+00 407+00 408+00 409+00409+05310+00311+00312+00313+00314+00315+00315+34LP 824.28HP 824.86HP 826.10 LP 824.87 BREAK 825.81FF826.90FF 825.30FF 824.20
FF 824.15FF 824.15FF 826.30FF826.65FF 827.40FF 827.15FF825.65FF828.15FF 828.65FF827.90FF825.65827826 826828827827827826827823824822
826828827827
826827828828827826826827828829829828827826828829829828827826826
827826
824
823822
824
822
824
8
2
4
827826
822823824823826 8248228238248238238228
2
7
8
2
6 825825825
8258258258258258258258258
2
5
825820825820825825825822824824827826821820819818DROP FOUNDATIONINLET BASKET(TYP.)RIP-RAPSILT FENCE(TYP.)SILT FENCE(TYP.)827.64NOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCE121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEDRAWING NO.5.2N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL PLAN - AREA 2
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 5.4FOR CONTINUATION SEE 5.1
AREA 2
LOT 1LOT 2LOT 6LOT 7OUTLOT AVETERANS PARKWAYILLINOIS STATE ROUTE 31AA
S
T
R
I
D
R
I
V
E
BLDG 13C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1BLDG 18DEAN LANEBLDG 14400
+
0
0
401
+
0
0
402+00 403+00 404+00 405+00 406+00
300+00 301+00 302+00 303+00
30
4
+
0
0
BREAK 824.50 BREAK 8
2
8
.
1
6
BR
E
A
K
8
2
2
.
5
0
LP
8
2
2
.
0
2
HP 826.05 LP 825.41 HP 826.13 LP 825.40 HP 826.10
FF 828.00FF 829.50FF828.55FF 827.70FF
826.20
FF
827.00 FF 827.65FF 827.65FF
8
3
1
.
1
5
FF 828.10829828832827827 832
8268268278278288288278278278298268268268278288278278248268288288278278
2
6
826
82
7
82
9831828829828828828827826 826
822824
823 826832829
829829
826
826
8
2
7
8
2
7
826
827
828828827 830830830830830830830830830830830
83083082583
0
825 82582
5826828 82
9828828827826
826827826827827 829
829831CONCRETEWASHOUTCONSTRUCTION ENTRANCESEE DETAIL ON SHEET 5.4CONCRETEWASHOUTINLETBASKET(TYP.)SILT FENCE(TYP.)SILT FENCE(TYP.)NOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCE121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEDRAWING NO.5.3N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL PLAN - AREA 3
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 5.1FOR CONTINUATION SEE 5.4
AREA 3
LOT
16LOT 17LOT 18PARCEL 3LOT 1LOT 2PRAIRIE POINTE BUSINESS PARK
RESUBDIVISION OF LOTS 16 & 18SITE BENCHMARK#2BLDG 17BLDG 16BLDG 15DEAN LANE400+00 401+00 402+00 403+00 404+00 405+00 406+00BREAK 822.50 LP 822.02 HP 826.05 LP 825.41 HP 826.13 LP 825.40 HP 826.10FF 826.30FF 824.80FF 823.85 FF 824.20FF826.30FF826.80826825823824822822821824823 826824826 826824823822826
823823822825825820825 825
820825825826824822821824823822825824823820819818817820824823
DROP FOUNDATIONAS NEEDEDDROP FOUNDATIONCONCRETEWASHOUTCONSTRUCTION ENTRANCESEE DETAIL ON SHEET 5.4INLET BASKET(TYP.)SILT FENCE(TYP.)VETERANS PARKWAYNOTES:1. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCEPRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE AS SHOWNAND INSTALL ADDITIONAL SILT FENCE WHEREVERNECESSARY THROUGHOUT CONSTRUCTIONACTIVITIES TO MINIMIZE SOIL EROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ON ALLOPEN LID STRUCTURES. SEE INLET PROTECTIONDETAIL ON SHEET 5.5.4. EROSION CONTROL BLANKET (ROLLMAX ERONET S150OR APPROVED EQUAL) SHALL BE PLACED ON ALLAREAS WITH SIDE SLOPES OF 4:1 OR GREATER, AND INBOTTOM AND SIDE SLOPES OF SWALES WHERENOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURES INAND AROUND THE PROPOSED IMPROVEMENTS ARE TOREMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTIL THEPROPOSED IMPROVEMENTS ARE COMPLETED ANDTHE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALLEROSION CONTROL MEASURES AS INDICATED ON THISSHEET IN ACCORDANCE WITH THE STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) PREPARED BYV3 COMPANIES. THE CONTRACTOR IS RESPONSIBLEFOR IMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET PROTECTIONRIP RAPSFEROSION CONTROL LEGENDEROSION CONTROL BLANKETCONCRETE WASHOUTCONSTRUCTION ENTRANCE121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALEDRAWING NO.5.4N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL PLAN - AREA 4
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 5.2FOR CONTINUATION SEE 5.3
AREA 4
DRAWING NO.5.5N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\5.1 Ero211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
EROSION CONTROL DETAILS
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone AASIDE ELEVATIONBBPLAN VIEWNOTES:1.Filter fabric shall meet the requirements of material specification592GEOTEXTILE, Table I or 2, Class, I II or IV and shall be placed over thecleared area prior to the placing of rock.2.Rock or reclaimed concrete shall meet one of the following IDOT coarseaggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according toconstruction specification 25 ROCKFILL using placement Method 1 and ClassIII compaction.3.Any drainage facilities required because of washing shall be constructedaccording to manufacturers specifications.4.If wash racks are used they shall be installed according to the manufacturer'sspecifications.Filter FabricExisting GroundExistingPavement*Must Extend Full WidthOf Ingress And EgressOperation.Coarse AggregatePositive Drainage To SedimentTrapping Device.Wash Rack6"STABILIZED CONSTRUCTION ENTRANCE PLANExisting Ground10'10'10'ExistingPavementL = 100'L = 100'14'PLAN VIEWNOTES:1. MAINTAINING TEMPORARY CONCRETE WASHOUTFACILITIES SHALL INCLUDE REMOVING AND DISPOSINGOF HARDENED CONCRETE AND/OR SLURRY ANDRETURNING THE FACILITIES TO A FUNCTIONALCONDITION.2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN ANEW AREA ONCE WASHOUT BECOMES TWO-THIRDSFULL.3.CONCRETE COLLECTION AREA SECURED IN PLACELINED WITH 30-MIL POLYETHYLENE OR APPROVEDEQUIVALENT.CONCRETEWASHOUTAREASIGN DETAILPlywood or Aluminum48" X 24" Min.4"x4"x6' Wood Postor 6' Steel Post Min.Letters 6" Min. Height30-MIL POLYETHYLENE10' Min
10' Min2.5'3.5' MinTEMPORARY CONCRETE WASHOUT FACILITY - BARRIER WALLCOIR LOG / SEDIMENT TRAPPLAN VIEWSECTIONCREATE CONTINUOUS BARRIERBETWEEN COIR LOGFLARED END SECTION2" x 2" STAKESINSTALLED INCOIR LOGFLOWNOTES:1.COIR LOGS TO BE STAKED, OR OTHERWISE ANCHORED, IF NECESSARY.2.COIR LOGS SHALL BE PLACED WITH ENDS TIGHTLY ABUTTING THEADJACENT CORES.3.EACH COIR LOG SHALL BE FIRMLY EMBEDDED IN THE SOIL.4.INSPECTION SHALL BE FREQUENT AND AFTER RAIN EVENTS, REPAIR ORREPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.5.COIR LOGS SHALL BE REMOVED AS DIRECTED BY ENGINEER.18" MINIMUMFES #W1W2LadROCK GRADATIONRIP RAP SIZING TABLESIZEFES 7-1FES 8-1FES 9-1FES 10-130"7.5'20.5'18'15"RR-324"6'18'16'15"RR-318"4.5'15.5'14'15"RR-330"7.5'20.5'18'15"RR-3HEADWALL36"9'23'20'20"RR-4FES 11-122"x34"9'23'20'20"RR-4
2.202± ACRES9.774± ACRES25.585± ACRESLOT 1LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT
16LOT 17LOT 18PARCEL 3UNSUBDIVIDED LANDSOUTLOT ALOT 1LOT 2PRAIRIE POINTE BUSINESS PARK
RESUBDIVISION OF LOTS 16 & 18 SITE BENCHMARK#3SITE BENCHMARK#1SITE BENCHMARK#2VETERANS PARKWAYILLINOIS STATE ROUTE 31AASTRI DRIVE ILLINOIS STATE ROUTE 31
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BLDG 12BLDG 13COMM
U
N
I
T
Y
CEN
T
E
R
W
I
T
H
IND
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1BASKETBALLCOURTBASKETBALLCOURTBLDG 2BLDG 3BLDG5BLDG 4BLDG 18BLDG 17BLDG 16BLDG 15BLDG 6BLDG 7BLDG 8BLDG 9BLDG10BLDG 11DEAN LANE
AASTRI DRIVEBLDG 14PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)RELOCATEDFIRE HYDRANTCONNECT TOEX. WM WITH TEEEX. 12" WATERMAINEX. 10"WATERMAINEX. 10" WMEX. 8" SAN MAIN8" WM
R: 825.69IE: 816.136" SANITARYSERVICE (TYP.)EX. 8" WATERMAIN300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00308+00309+00310+00311+00312+00313+00314+00315+00315+34HP 829.43
LP 824.28HP 824.86827.64ST 2-6ST 4-6ST 4-4ST 4-5ST 4-7ST 3-1ST 3-2ST 2-3ST 2-9ST 5-11ST 5-10ST 2-4ST 2-5ST 4-9ST 4-2ST 4-3ST 4-8ST 5-6ST 4-11ST 2-10ST 7-25ST 7-27ST 5-13ST 5-12ST 3-13ST 5-7ST 7-26ST 3-5ST 3-9ST 2-8ST 2-2ST 2-1ST 2-7ST 5-5ST 3-4ST 7-49ST 8-13ST 10-19ST 5-8ST 1-3ST 1-2ST 5-1ST 3-12ST 3-11ST 3-10ST 3-8ST 3-7ST 3-6ST 7-44ST 5-15ST 1-4ST 5-16ST 10-22ST 6-3ST 10-20ST 7-45ST 7-48ST 8-11ST 8-14ST 8-12ST 9-12ST 9-10ST 9-9ST 12-2ST 7-29ST 7-28ST 7-24ST 7-23ST 5-4ST 10-21ST 12-5ST 3-3ST 7-13ST 12-1ST 12-3ST 8-16ST 12-4ST 6-1ST 7-34ST 8-5ST 7-21ST 1-1ST 10-24ST 7-51ST 7-50ST 7-41ST 7-40ST 10-23ST 10-18ST 10-17ST 6-2ST 10-35ST 5-14ST 9-11ST 9-8ST 10-5ST 7-47ST 7-9ST 7-19ST 7-8ST 10-11ST 10-16ST 10-15ST 9-7ST 9-6ST 8-15ST 9-13ST 7-17ST 8-6ST 5-3ST 10-34ST 7-37ST 10-12ST 10-33ST 8-8ST 8-7ST 7-15ST 7-65ST 7-66ST 7-31ST 8-10ST 8-9ST 7-10ST 7-12ST 7-16ST 10-27ST 10-26ST 10-25ST 7-11ST 7-64ST 7-63ST 7-7ST 10-14ST 10-13ST 9-3ST 9-4ST 7-38ST 8-1ST 7-62ST 10-4ST 7-5ST 10-9ST 7-6ST 9-1ST 9-2ST 10-1ST 8-2ST 8-3ST 7-36ST 7-35ST 7-33ST 7-32ST 9-5ST 7-61ST 7-57ST 10-3ST 10-2ST 7-59ST 7-3ST 7-2ST 7-58ST 7-56ST 10-10ST 10-7ST 7-54ST 10-32ST 10-31FES 11-2ST 10-30ST 7-53ST 7-55ST 7-30FES 11-1ST 7-67FES 9-1FES 8-118" HDPE15" HDPE18" HDPECO 4CO 3CO 2CO 5CO 6CO 1CO 17CO 15SMH 4CO 16CO CCCO 13CO 12CO 7CO 18CO 8CO 14CO 11SMH 1SMH 2CO 10CO 9SMH 36" PVCFH 1FH 3FH 2FH 4FH 13FH 14FH 18FH 19FH 16FH 15FH 5FH 10FH 9FH 8FH 7FH 12FH 11EX FH 1VV 35FH 6VV 17VV 11VV 12VV 18VV 14VV 15VV 16VV 7VV 8VV 6VV 5VV 4VV 3VV CCVV 2VV 1VV 19VV 20VV 21VV 22VV 23VV 24VV 26VV 27VV 28VV 29VV 31VV 33VV 32VV 34VV 25VV 10VV 9FH 17EX FH 2EX FH 3VV 30ST 10-29FES 10-1ST 10-37ST 7-68ST 4-10FES 7-1ST 4-1VV 13EX. 12" WMEX. 8" SAN MAINCO 6ACO 4AST 7-69HEADWALLNOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPEUNLESS OTHERWISE NOTED.121314MAIL MAIL123541817161567891011KEY MAPNOT TO SCALEDRAWING NO.6.0N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.0 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
OVERALL UTILITY PLAN
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALE
UNSUBDIVIDED LANDSSITE BENCHMARK#3ILLINOIS STATE ROUTE 31
BASKETBALLCOURTBLDG 3BLDGBLDG 4PLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)8" x 6" x 8"TEE45° BEND45° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE22.5° BEND45° BEND6" WATERSERVICE8
"
WMC17C18C19C2045° BEND308+00309+00CO 46" SAN SERVICEST 5-11ST 5-10ST 4-11ST 5-14ST 5-8ST 4-9ST 4-8ST 4-3ST 4-2ST 4-7ST 4-5ST 5-1ST 5-7ST 5-6ST 5-5ST 5-4ST 4-4ST 4-6ST 5-13ST 5-12ST 5-16ST 5-354 LF - 15" HDPE@ 0.33%54 LF - 12" HDPE@ 0.48%60 LF - 18" HDPE@ 0.28%46 LF - 18" HDPE@ 0.26%59 LF - 18" HDPE@ 0.25%74 LF - 18" HDPE@ 0.27%59 LF - 12" HDPE@ 0.57%172 LF - 18" HDPE@ 0.26%105 LF - 24" HDPE@ 0.25%61 LF - 24" HDPE@ 0.21%98 LF - 12" HDPE@ 1.20%53 LF - 12" HDPE@ 0.47%57 LF - 12" HDPE@ 0.49%56 LF - 12" HDPE@ 0.36%49 LF - 12" HDPE@ 0.65%93 LF - 12" HDPE@ 0.48%51 LF - 15" HDPE@ 0.35%51 LF - 12" HDPE@ 0.47%68 LF - 15" HDPE@ 0.34%46 LF - 12" HDPE@ 0.48%EX. SMH 5ADJUST RIM 828.16101 LF - 15" HDPE@ 0.35%91 LF - 12" HDPE@ 0.48%ST 5-15CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.ST 4-10CO 4AREPLACE FRAME & GRATEADJUST RIM 827.89ADJUST RIM 827.78ADJUST RIM 827.80CONNECT TO EX. 18" STUBEX. IE: 824.17FH 6VV 4VV 3FH 5VV 24121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.1N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 1
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.4FOR CONTINUATION SEE 6.2
AREA 1
UNSUBDIVIDED LANDSBASKETBALLCOURTBASKETBALLCOURTBLDG5BLDG 4BLDG 6BLDG 7AASTRI DRIVEPLAYGROUND AREA(SEE LANDSCAPEPLANS FORDETAILS)10" x 8" x 10"8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"CUT INTEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND22.5° BEND22.5° BEND22.5° BEND45° BEND8"x 6"x 8"CUT INTEE8" x 8" x 8"CUT IN TEE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICEADJUSTRIM 824.75ADJUSTRIM 824.04CONNECTTO EX. 10"MAINRELOCATE EX.HYDRANTFG 825.008" WMADJUSTRIM 826.95C23C25C26C28C50C49C21C20C46C43C45C44C29C47C4845° BENDC24C22C2722.5° BEND22.5° BEND10" x 8" x 10"CUT IN TEE10" x 8" x 10"CUT IN TEE308+00309+00310+00311+00312+00313+00314+00409+00409+05
827.64SMH 1CO 10CO 7CO 6CO 5CO 4CO 116" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICEST 5-11ST 5-10ST 5-8ST 7-17ST 7-16ST 7-7ST 7-6ST 5-1ST 7-21ST 7-19ST 7-29ST 7-28ST 7-26ST 7-24ST 7-23ST 7-5ST 7-3ST 5-7ST 5-6ST 5-5ST 5-4ST 6-2ST 7-49ST 7-27ST 7-25ST 6-1ST 7-12ST 7-11ST 7-10ST 7-13ST 7-47ST 7-9ST 7-8ST 5-16ST 6-3ST 7-15ST 5-374 LF - 18" HDPE@ 0.27%125 LF - 30" HDPE@ 0.16%208 LF - 30" HDPE@ 0.75%29 LF - 18" HDPE@ 0.94%54 LF - 12" HDPE@ 0.48%65 LF - 12" HDPE@ 0.52%94 LF - 15" HDPE@ 0.79%130 LF - 18" HDPE@ 0.27%54 LF - 12" HDPE@ 0.56%48 LF - 12" HDPE@ 0.46%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%59 LF - 12" HDPE@ 0.57%172 LF - 18" HDPE@ 0.26%105 LF - 24" HDPE@ 0.25%61 LF - 24" HDPE@ 0.21%53 LF - 12" HDPE@ 0.47%46 LF - 12" HDPE@ 0.92%107 LF - 12" HDPE@ 1.31%103 LF - 12" HDPE@ 0.48%109 LF - 24" HDPE@ 0.24%126 LF - 24" HDPE@ 0.21%81 LF - 24" HDPE@ 0.20%85 LF - 12" HDPE@ 0.48%86 LF - 12" HDPE@ 0.50%50 LF - 12" HDPE@ 0.50%133 LF - 12" HDPE@ 1.93%111 LF - 12" HDPE@ 0.48%95 LF - 12" HDPE@ 1.62%56 LF - 12" HDPE@ 0.36%49 LF - 12" HDPE@ 0.65%51 LF - 12" HDPE@ 0.47%68 LF - 15" HDPE@ 0.34%46 LF - 12" HDPE@ 0.48%109 LF - 12" HDPE@ 0.61%132 LF - 12" HDPE@ 0.50%EX. SMH 7ADJUST RIM824.83EX. SMH 6ADJUSTRIM 827.1191 LF - 12" HDPE@ 0.48%ST 5-15ST 1-5CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCCO 6ACO 4AADJUST RIM 826.00REPLACE FRAME & GRATEADJUST RIM 827.89ADJUST RIM 827.78ADJUST RIM 827.80AJDUST RIM 826.01ADJUST RIM 825.22C78ADJUST RIM (VV) 827.97ADJUST F/G (FH) 827.22ADJUST F/G 825.60ST 6-4INSTALL OVER EX.SEWERFH 7FH 8EX FH 1VV 6VV 5VV 24VV 26VV 25121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.2N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 2
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.5FOR CONTINUATION SEE 6.3
AREA 2FOR CONTINUATION SEE 4.1
PLAYGROUND AREA(SEE LANDSCAPEPLANS FOR DETAILS)BASKETBALLCOURTBLDG 7BLDG 810" x 10" x 8"TEE10" x 8" x 10"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND8" WM45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND6" WATERSERVICE6" WATERSERVICE8" WMADJUSTRIM 824.75ADJUSTRIM 824.0410" WM CONNECTTO EX. 10"MAINRELOCATE EX.HYDRANTFG 825.00C36C33C32C30C31C46C43C45C44C41C42C37C35C29CONNECT TO EX. 10"PVC WM313+00314+00315+00315+3410" WM10" WM45° BENDCO 10CO 9CO 8CO 76" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICEST 7-66ST 7-64ST 7-63ST 7-7ST 7-62ST 7-61ST 7-59ST 7-58ST 7-6ST 7-5ST 7-3ST 7-51ST 7-50ST 7-48ST 7-41ST 7-40ST 7-45ST 7-36ST 7-35ST 7-44ST 7-38ST 7-49ST 7-12ST 7-11ST 7-10ST 7-13ST 7-65ST 7-47208 LF - 30" HDPE@ 0.75%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%54 LF - 12" HDPE@ 0.48%68 LF - 12" HDPE@ 0.53%54 LF - 12" HDPE@ 0.48%45 LF - 15" HDPE@ 0.33%68 LF - 15" HDPE@ 0.69%72 LF - 12" HDPE@ 0.48%218 LF - 18" HDPE@ 0.51%47 LF - 12" HDPE@ 0.90%103 LF - 12" HDPE@ 0.48%109 LF - 24" HDPE@ 0.24%126 LF - 24" HDPE@ 0.21%81 LF - 24" HDPE@ 0.20%80 LF - 18" HDPE@ 0.70%85 LF - 12" HDPE@ 0.48%83 LF - 12" HDPE@ 0.48%95 LF - 12" HDPE@ 1.62%73 LF - 12" HDPE@ 0.49%87 LF - 12" HDPE@ 0.47%123 LF - 12" HDPE@ 0.48%98 LF - 15" HDPE@ 0.37%64 LF - 15" HDPE@ 0.34%118 LF - 12" HDPE@ 0.48%6" WYECONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCFH 10FH 9EX FH 1VV 7VV 8VV 27VV 28VV 29121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.3N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 3
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.6AREA 3FOR CONTINUATION SEE 6.2
VETERANS PARKWAYILLINOIS STATE ROUTE 31
AA
S
T
R
I
D
R
I
V
E
C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 1BLDG 2BLDG 345° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE45° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE8"
W
M
8" WM8" WMC01C08C05C06C09C12C07C04C13C14C03C02C10C15C16C17C1145° BEND30
1
+
0
0
30
2
+
0
0
30
3
+
0
0
30
4
+
0
0
30
5
+
0
0
3
0
6
+
0
0
307+0010" x 8" x 10"CUT INTEE10" x 8" x 10"CUT INTEECO 3CO 2CO CCCO 1CO 136" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SANSERVICEST 4-11ST 2-9ST 2-10ST 3-4ST 1-3ST 1-2ST 1-4ST 2-4ST 2-3ST 2-2ST 2-1ST 2-8ST 2-7ST 2-5ST 3-13ST 3-12ST 3-11ST 3-10ST 3-8ST 3-7ST 3-6ST 3-5ST 3-9ST 3-2ST 3-1ST 4-3ST 4-2ST 2-6ST 4-4ST 3-3ST 1-1103 LF - 12" HDPE@ 0.47%54 LF - 15" HDPE@ 0.87%54 LF - 12" HDPE@ 0.48%60 LF - 12" HDPE@ 0.49%46 LF - 15" HDPE@ 0.35%59 LF - 15" HDPE@ 0.34%65 LF - 15" HDPE@ 0.17%75 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%43 LF - 12" HDPE@ 1.08%79 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%34 LF - 12" HDPE@ 0.50%34 LF - 12" HDPE@ 0.50%46 LF - 12" HDPE@ 0.48%61 LF - 12" HDPE@ 0.69%137 LF - 15" HDPE@ 0.34%51 LF - 15" HDPE@ 1.78%54 LF - 12" HDPE@ 0.48%74 LF - 18" HDPE@ 0.27%45 LF - 12" HDPE@ 1.32%98 LF - 12" HDPE@ 1.20%42 LF - 12" HDPE@ 0.50%97 LF - 12" HDPE@ 0.48%135 LF - 12" HDPE@ 0.63%103 LF - 12" HDPE@ 0.48%57 LF - 12" HDPE@ 0.49%47 LF - 12" HDPE@ 0.49%58 LF - 12" HDPE@ 0.49%89 LF - 12" HDPE@ 0.72%EX. SMH 4ADJUSTRIM 828.80EX. SMH 5ADJUST RIM 828.16EX. SMH 3ADJUSTRIM 829.43EX. SMH 2ADJUST RIM 827.53ST 4-106" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYECONNECTIONTO EX. 8"PVC6" WYE CONNECTIONTO EX. 8" PVCADJUSTRIM 827.80ADJUSTRIM 828.25CONNECT TO EX. 18" STUBEX. IE: 824.17FH 2VV 3VV 21VV 22FH 1FH 4FH 5VV 13VV CCVV 2VV 1VV 19VV 20VV 23EX FH 2EX FH 3CO-3AST 13-1ST 13-230 LF - 30"x19" CONCRETE ELLIPTICAL PIPE@ 0.33%121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.4N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 4
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.7FOR CONTINUATION SEE 6.5
AREA 4FOR CONTINUATION SEE 6.1
BLDG 12COMMUNITYCENTER WITHINDOOR SWIMMINGPOOLOUTDOORPOOLBLDG 18BLDG 17BLDG 16BLDG 11DEAN LANE
AASTRI DRIVE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE45° BEND45° BEND8" x 6" x 8"TEE45° BEND6" WATER SERVICE6" WATER SERVICE6" WATER SERVICE6" WATER SERVICE6" WATERSERVICE6" WATERSERVICE8" PVC PRESSURECONNECTION ON EX. 8"8" WM
8" WM
8" PVC C-900 WM8" x 6" x 8"TEE8" WM8" PVC C-900 WM 8" WMADJUSTRIM 826.95C08C28C50C49C51C52C54C55C53C56C57C58C59C62C63C61C64C66C67C69C70C65C60C21C20C46C45C29C47C4845° BEND22.5° BEND10" x 8" x 10"CUT IN TEE10" x 8" x 10"CUT IN TEE306+00 307+00308+00309+00310+00311+00312+00313+00404+00 405+00 406+00 407+00 408+00 409+00409+05
45° BEND10" x 8" x 10"CUT INTEESMH 2SMH 1CO 16CO 17CO 18CO 12CO CCCO 116" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SAN SERVICE6" SANSERVICEST 9-13ST 10-27ST 7-7ST 8-1ST 8-3ST 8-2ST 9-5ST 9-4ST 8-10ST 9-7ST 10-16ST 9-6ST 10-15ST 8-9ST 9-3ST 9-2ST 9-1ST 7-6ST 3-12ST 3-11ST 3-8ST 3-7ST 3-2ST 4-3ST 4-2ST 5-1ST 8-14ST 8-12ST 8-11ST 9-12ST 9-10ST 9-9ST 10-23ST 10-24ST 10-18ST 10-17ST 8-8ST 8-7ST 8-5ST 8-15ST 9-11ST 9-8ST 7-21ST 7-19ST 7-5ST 7-3ST 10-19ST 8-6ST 8-16ST 10-12ST 5-4ST 6-2ST 6-1ST 8-13ST 10-26ST 5-3FES 9-1FES 8-175 LF - 12" HDPE@ 0.48%79 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%54 LF - 12" HDPE@ 0.48%74 LF - 18" HDPE@ 0.27%70 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%68 LF - 12" HDPE@ 0.58%54 LF - 12" HDPE@ 0.91%54 LF - 12" HDPE@ 0.63%76 LF - 18" HDPE@ 0.26%84 LF - 24" HDPE@ 0.61%61 LF - 30" HDPE@ 0.38%54 LF - 18" HDPE@ 0.37%65 LF - 18" HDPE@ 0.52%111 LF - 18" HDPE@ 0.57%47 LF - 24" HDPE@ 3.20%72 LF - 12" HDPE@ 0.47%36 LF - 15" HDPE@ 0.37%106 LF - 18" HDPE@ 0.48%81 LF - 15" HDPE@ 0.48%119 LF - 12" HDPE@ 0.40%100 LF - 12" HDPE@ 0.51%85 LF - 15" HDPE@ 0.53%28 LF - 15" HDPE@ 0.50%55 LF - 12" HDPE@ 1.36%71 LF - 24" HDPE@ 0.27%125 LF - 30" HDPE@ 0.16%208 LF - 30" HDPE@ 0.75%29 LF - 18" HDPE@ 0.94%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%91 LF - 36" HDPE@ 0.20%107 LF - 12" HDPE@ 1.38%44 LF - 12" HDPE@ 0.66%61 LF - 12" HDPE@ 0.59%65 LF - 12" HDPE@ 0.59%42 LF - 12" HDPE@ 0.50%61 LF - 24" HDPE@ 0.21%71 LF - 12" HDPE@ 1.75%99 LF - 12" HDPE@ 0.33%113 LF - 12" HDPE@ 0.48%69 LF - 24" HDPE@ 0.48%102 LF - 15" HDPE@ 0.48%53 LF - 15" HDPE@ 1.16%49 LF - 15" HDPE@ 0.76%48 LF - 15" HDPE@ 0.79%40 LF - 15" HDPE@ 0.89%58 LF - 18" HDPE@ 2.84%32 LF - 12" HDPE@ 0.44%EX. SMH 7ADJUST RIM824.83EX. SMH 4ADJUSTRIM 828.80EX. SMH 5ADJUST RIM 828.16EX. SMH 6ADJUSTRIM 827.11EX. SMH 3ADJUSTRIM 829.43ST 10-3791 LF - 12" HDPE@ 0.48%ST 5-15ST 1-5CONTRACTOR TO FIELD LOCATEEX. 6" STUB. PROVIDE CLEANOUTAT CONNECTION.81 LF - 12" HDPE@ 2.49%81 LF - 36" HDPE@ 0.25%6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCCO 6ACO 4AADJUST RIM 826.00REPLACE FRAME & GRATEADJUST RIM 827.89ADJUST RIM 827.78ADJUST RIM 827.80AJDUST RIM 826.01CONNECT TO EX. 18" STUBEX. IE: 824.17ADJUST RIM 825.22ADJUST F/G 825.60ST 6-4INSTALL OVER EX.SEWERVV 12VV 33VV 32FH 13FH 14FH 18VV 17VV 11VV 18VV 16VV 13VV 23VV 24VV 26VV 31VV 25FH 1736" ST IN HEADWALLI.E. 818.00I.E. 817.30121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.5N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 5
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.8FOR CONTINUATION SEE 6.6
AREA 5FOR CONTINUATION SEE 6.2FOR CONTINUATION SEE 6.4
LOT 1PRAIRIE POINTE BUSINESS PARKRESUBDIVISION OF LOTS 16 & 18
BLDG 9BLDG108" x 6" x 8" TEE10" x 10" x 8" TEE10" x 6" x 10"TEE10" x 6" x 10"TEE10" x 10" x 8"TEE10" x 8" x 10"TEE10" x 6" x 10"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" WM45° BEND45° BEND45° BEND6" WATER SERVICE6" WATER SERVICE (TYP.)8" PVC PRESSURECONNECTION ON EX. 8"PVC WMADJUSTRIM 824.75ADJUSTRIM 824.0410" WM10" WM8" WM8" WMCONNECTTO EX. 10"MAINC38C39C40C36C46C43C45C44C41C42C37C35C2945° BENDCONNECT TO EX. 10"PVC WM313+00314+0010" WM10" WMEX. 8" WMCO 10CO 96" SAN SERVICE6" SAN SERVICEST 7-7ST 8-1ST 8-3ST 8-2ST 7-57ST 7-59ST 7-58ST 7-56ST 7-55ST 7-54ST 7-53ST 9-2ST 9-1ST 7-6ST 7-5ST 7-3ST 7-36ST 7-35ST 7-33ST 7-32ST 7-31ST 7-30ST 7-38ST 7-34ST 7-37ST 7-2FES 9-1FES 8-184 LF - 24" HDPE@ 0.61%61 LF - 30" HDPE@ 0.38%111 LF - 18" HDPE@ 0.57%47 LF - 24" HDPE@ 3.20%72 LF - 12" HDPE@ 0.47%36 LF - 15" HDPE@ 0.37%208 LF - 30" HDPE@ 0.75%28 LF - 24" HDPE@ 0.25%33 LF - 24" HDPE@ 0.98%91 LF - 36" HDPE@ 0.20%54 LF - 12" HDPE@ 0.48%54 LF - 12" HDPE@ 0.48%40 LF - 12" HDPE@ 1.10%91 LF - 24" HDPE@ 1.69%44 LF - 12" HDPE61 LF - 12" HDPE@ 0.59%100 LF - 24" HDPE@ 0.25%109 LF - 12" HDPE@ 1.06%80 LF - 18" HDPE@ 0.70%98 LF - 24" HDPE@ 0.27%56 LF - 30" HDPE@ 0.20%64 LF - 15" HDPE@ 0.34%65 LF - 18" HDPE@ 0.29%79 LF - 18" HDPE@ 0.34%67 LF - 18" HDPE@ 0.21%119 LF - 18" HDPE@ 0.20%118 LF - 24" HDPE@ 0.25%90 LF - 24" HDPE@ 0.27%40 LF - 15" HDPE@ 0.89%58 LF - 18" HDPE@ 2.84%ST 10-37FES 10-181 LF - 12" HDPE@ 2.49%81 LF - 36" HDPE@ 0.25%FES 7-16" WYECONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCFH 12FH 11VV 27VV 28VV 29VV 10VV 9VV 30ST 7-699 LF - 24" HDPE@ 1.69%I.E. 815.50I.E. 816.50I.E. 817.5036" ST IN HEADWALLI.E. 818.00I.E. 817.30PEDESTRIAN RAILINGANCHORED INTO T/WALL121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.6N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 6
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.8FOR CONTINUATION SEE 6.3FOR CONTINUATION SEE 6.5
AREA 6
OUTLOT AVETERANS PARKWAYAA
S
T
R
I
D
R
I
V
E
BLDG 13C
O
M
M
U
N
I
T
Y
CE
N
T
E
R
W
I
T
H
IN
D
O
O
R
S
W
I
M
M
I
N
G
PO
O
L
OU
T
D
O
O
R
PO
O
LBLDG 18" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE8" x 6" x 8"TEE6" WATERSERVICE6" WATERSERVICE6" WATERSERVICE8"
W
M
8" WM8" WMC01C08C05C09C12C07C04C03C02C10C1145° BEND300+00
30
1
+
0
0
30
2
+
0
0
30
3
+
0
0
30
4
+
0
0
CO CCCO 1CO 136" SAN SERVICE6" SAN SERVICE6" SANSERVICEST 1-3ST 1-2ST 1-4ST 10-27ST 2-3ST 2-2ST 2-1ST 2-8ST 3-13ST 3-12ST 3-11ST 3-10ST 3-8ST 3-7ST 3-6ST 3-5ST 3-9ST 3-1ST 12-5ST 12-4ST 12-3ST 12-2ST 12-1ST 10-26ST 10-25ST 10-35ST 1-1103 LF - 12" HDPE@ 0.47%54 LF - 15" HDPE@ 0.87%59 LF - 15" HDPE@ 0.34%65 LF - 15" HDPE@ 0.17%75 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%43 LF - 12" HDPE@ 1.08%79 LF - 12" HDPE@ 0.48%69 LF - 12" HDPE@ 0.48%34 LF - 12" HDPE@ 0.50%34 LF - 12" HDPE@ 0.50%46 LF - 12" HDPE@ 0.48%61 LF - 12" HDPE@ 0.69%51 LF - 15" HDPE@ 1.78%113 LF - 12" HDPE@ 0.48%59 LF - 12" HDPE@ 0.69%87 LF - 12" HDPE@ 0.47%51 LF - 12" HDPE@ 0.49%51 LF - 12" HDPE@ 0.49%70 LF - 12" HDPE@ 0.48%86 LF - 12" HDPE@ 0.48%47 LF - 12" HDPE@ 0.49%58 LF - 12" HDPE@ 0.49%89 LF - 12" HDPE@ 0.72%EX. SMH 2ADJUST RIM 827.536" WYE CONNECTIONTO EX. 8" PVC6" WYECONNECTIONTO EX. 8"PVCEX. SMH 1ADJUSTRIM 827.80ADJUSTRIM 828.25REPLACE FRAME &GRATE W/OPEN LIDADJUST RIM 824.85FH 3VV 21FH 1FH 4VV 13VV CCVV 1VV 19VV 20EX FH 2ST 13-1ST 13-230 LF - 30"x19" CONCRETE ELLIPTICAL PIPE@ 0.33%121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.7N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 7
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.4FOR CONTINUATION SEE 6.8
AREA 7
LOT 18LOT 2SITE BENCHMARK#2BLDG 16BLDG 15BLDG 148" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEE8" x 6" x 8"TEE8" x 8" x 8"TEETEE45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND45° BEND8" x 6" x 8"TEE6" WATER SERVICE6" WATERSERVICE6" WATERSERVICE8" WM
8" PVC C-900 WM C66C67C69C68C76C71C70C72C73C75C7745° BEND45° BEND400+00
401
+
0
0
402+00 403+00 404+0045° BEND8"
W
M8" PVC PRESSURECONNECTION ON EX.12" PVC WMEX. 12" WMSMH 4SMH 3CO 14CO 15CO 166" SAN SERVICE6" SAN SERVICE6" SAN SERVICEST 10-2ST 10-10ST 10-7ST 10-32ST 10-30ST 10-16ST 10-31ST 10-15ST 10-23ST 10-24ST 10-18ST 10-17ST 10-21ST 10-20ST 10-14ST 10-13ST 10-11ST 10-1ST 10-3ST 10-22ST 10-5ST 10-12ST 10-26ST 10-25ST 10-35ST 10-34ST 10-33ST 10-9ST 10-4FES 11-2FES 11-154 LF - 12" HDPE@ 0.91%54 LF - 12" HDPE@ 0.63%76 LF - 18" HDPE@ 0.26%46 LF - 18" HDPE@ 0.26%61 LF - 12" HDPE@ 1.01%45 LF - 12" HDPE@ 0.49%45 LF - 12" HDPE@ 0.49%84 LF - 24" HDPE@ 0.61%61 LF - 24" HDPE@ 0.20%37 LF - 24" HDPE@ 0.21%61 LF - 30" HDPE@ 0.38%71 LF - 24" HDPE@ 0.27%28 LF - 24" HDPE@ 0.57%46 LF - 12" HDPE@ 0.99%79 LF - 12" HDPE@ 1.70%42 LF - 12" HDPE@ 0.50%69 LF - 24" HDPE@ 0.48%70 LF - 12" HDPE@ 0.48%125 LF - 15" HDPE@ 0.40%86 LF - 12" HDPE@ 0.48%99 LF - 12" HDPE@ 0.48%123 LF - 12" HDPE@ 1.42%53 LF - 15" HDPE@ 1.16%50 LF - 24" HDPE@ 0.20%52 LF - 24" HDPE@ 0.19%54 LF - 24" HDPE@ 0.20%35 LF - 24" HDPE@ 0.20%69 LF - 24" HDPE@ 0.20%36 LF - 24" RCP@ 5.53%76 LF - 18" HDPE@ 0.24%28 LF - 18" HDPE@ 0.36%26 LF - 15" HDPE@ 0.35%94 LF - 18" HDPE@ 0.26%ST 10-36ST 10-37FES 10-1ST 10-634 LF - 24" HDPE@ 0.21%FH 3FH 18FH 19FH 16FH 15VV 14VV 15VV 16VV 34VV 35ST 11-1146 LF - 22" X 34" RCP@ 1.03%FES 11-1FES 11-1FES 11-1FES 11-1RELOCATEDFHI.E. 815.50I.E. 817.00I.E. 820.50121314MAIL
M
A
I
L123
541817161567891011KEY MAPNOT TO SCALENOTES:1.ALL SANITARY SEWER MAIN TO BE 8" PVC.2.ALL WATER MAIN TO BE 8" C-900 PVC UNLESSOTHERWISE NOTED. ALL WATER MAIN LEADS TOFIRE HYDRANT TO BE 6" C-900 PVC.3.ALL STORM SEWER MAIN TO BE 12" HDPE UNLESSOTHERWISE NOTED.4. SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION AND UTILITY CROSSINGS.DRAWING NO.6.8N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY PLAN - AREA 8
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEFOR CONTINUATION SEE 6.5FOR CONTINUATION SEE 6.7
AREA 8
STORM STRUCTURE TABLESTRUCTUREFES 7-1FES 8-1FES 9-1FES 10-1FES 11-1FES 11-2ST 1-1ST 1-2ST 1-3ST 1-4ST 1-5ST 2-1ST 2-2ST 2-3ST 2-4ST 2-5ST 2-6ST 2-7ST 2-8ST 2-9DESCRIPTION30" FES24" FES18" FES30" FES36" FES24" FES4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet5' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Closed)2' Inlet4' MH (Open)2' Inlet4' MH (Closed)RIMRIM: 818.02RIM: 822.08RIM: 821.30RIM: 766.25RIM: 817.00RIM: 822.94RIM: 825.80RIM: 827.20RIM: 827.20RIM: 827.00RIM: 825.60RIM: 826.55RIM: 827.50RIM: 828.70RIM: 828.48RIM: 828.47RIM: 879.10RIM: 827.50RIM: 827.50RIM: 829.41INVERT IN817.30 (30" E)817.50 (24" W)816.50 (18" W)815.50 (30" W)817.00 (33" NW)822.45 (12" NW)823.09 (12" NW)823.37 (12" NW)822.29 (14" SW)824.19 (14" N)822.76 (12" SW)824.39 (14" NW)824.55 (12" W)825.08 (12" NE)824.84 (12" SW)824.84 (12" N)825.30 (12" NE)INVERT OUT820.50 (24" E)823.09 (12" SE)823.37 (12" SE)823.60 (12" SE)822.23 (14" E)822.76 (14" NE)823.25 (12" NE)824.39 (14" S)824.55 (14" SE)825.67 (12" SW)824.84 (12" E)825.10 (12" NE)825.30 (12" S)STORM STRUCTURE TABLESTRUCTUREST 2-10ST 3-1ST 3-2ST 3-3ST 3-4ST 3-5ST 3-6ST 3-7ST 3-8ST 3-9ST 3-10ST 3-11ST 3-12ST 3-13ST 4-1ST 4-2ST 4-3ST 4-4ST 4-5ST 4-6DESCRIPTION2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Open)2' Inlet2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet5' MH (Closed)2' InletRIMRIM: 828.20RIM: 829.20RIM: 829.10RIM: 826.50RIM: 827.40RIM: 827.52RIM: 827.15RIM: 827.15RIM: 827.15RIM: 827.52RIM: 827.15RIM: 827.15RIM: 827.15RIM: 827.75RIM: 828.90RIM: 828.45RIM: 828.45RIM: 829.70RIM: 829.32RIM: 829.70INVERT IN821.60 (14" NE)822.76 (12" NW)823.25 (12" NW)822.88 (12" SE)822.62 (12" SW)823.05 (12" SE)823.38 (12" SE)822.84 (12" SE)823.01 (12" SE)823.34 (12" SE)823.84 (12" SW)824.17 (18" NW)824.90 (12" SW)824.37 (18" N)825.16 (12" W)824.52 (18" NW)825.50 (12" N)INVERT OUT825.51 (12" SW)821.60 (14" SW)822.07 (14" SW)823.25 (12" SE)824.11 (12" SE)822.62 (12" N)823.05 (12" NW)823.38 (12" NW)823.76 (12" NW)822.84 (12" NE)823.01 (12" NW)823.34 (12" NW)823.70 (12" NW)824.30 (12" NE)824.37 (18" SE)825.16 (12" NE)826.33 (12" E)824.52 (18" S)825.75 (12" S)STORM STRUCTURE TABLESTRUCTUREST 4-7ST 4-8ST 4-9ST 4-10ST 4-11ST 5-1ST 5-3ST 5-4ST 5-5ST 5-6ST 5-7ST 5-8ST 5-10ST 5-11ST 5-12ST 5-13ST 5-14ST 5-15ST 5-16ST 6-1DESCRIPTION4' MH (Closed)4' MH (Open)4' MH (Open)4' MH (Closed)2' Inlet6' MH (Closed)2' Inlet5' Curb Inlet w/ 5' Catch Basin5' MH (Open)5' MH (Open)4' MH (Open)2' Inlet2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet2' Inlet2' Inlet4' MH (Closed)RIMRIM: 829.31RIM: 828.45RIM: 828.45RIM: 830.00RIM: 828.30RIM: 827.20RIM: 825.60RIM: 827.00RIM: 827.50RIM: 828.35RIM: 827.70RIM: 827.60RIM: 828.90RIM: 828.50RIM: 828.50RIM: 828.50RIM: 826.00RIM: 827.00RIM: 827.00RIM: 826.68INVERT IN824.64 (18" W)824.81 (14" SW)824.99 (14" SW)825.34 (12" SW)823.09 (12" SW)821.59 (24" N)821.72 (24" N)823.18 (12" W)821.98 (18" NW)823.46 (12" N)823.42 (12" NE)824.12 (12" SW)822.43 (12" W)823.76 (12" S)822.63 (14" W)822.86 (14" SW)823.04 (12" SW)822.19 (12" W)INVERT OUT824.64 (18" SE)824.81 (18" E)824.99 (14" NE)825.34 (14" NE)825.62 (12" NE)823.23 (12" NE)821.72 (24" S)821.98 (24" S)822.43 (18" SE)823.76 (12" SW)824.00 (12" N)824.44 (12" NE)822.63 (12" E)822.86 (14" E)823.04 (14" NE)823.49 (12" NE)823.62 (12" E)823.68 (12" S)STORM STRUCTURE TABLESTRUCTUREST 6-2ST 6-3ST 6-4ST 7-2ST 7-3ST 7-5ST 7-6ST 7-7ST 7-8ST 7-9ST 7-10ST 7-11ST 7-12ST 7-13ST 7-15ST 7-16ST 7-17ST 7-19ST 7-21ST 7-22DESCRIPTION4' CB Curb Inlet2' Inlet4' Curb Inlet5' MH (Open)6' MH (Open)2' Curb Inlet2' Curb Inlet5' MH (Open)4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)2' Inlet48" Curb Inlet4' MH (Open)4' MH (Open)RIMRIM: 826.00RIM: 826.90RIM: 826.01RIM: 823.50RIM: 823.00RIM: 823.92RIM: 824.00RIM: 824.40RIM: 825.70RIM: 826.40RIM: 824.81RIM: 825.00RIM: 825.00RIM: 826.60RIM: 824.60RIM: 824.60RIM: 825.10RIM: 825.22RIM: 825.22RIM: 827.47INVERT IN622.28 (12" NW)818.20 (36" N)819.08 (24" N)818.48 (30" W)819.40 (24" N)819.47 (24" W)819.63 (24" N)821.81 (12" N)819.90 (24" N)820.16 (12" N)821.30 (12" E)820.65 (12" W)821.31 (12" W)821.84 (12" W)821.18 (18" N)820.40 (30" W)821.45 (18" N)821.91 (14" N)822.31 (12" W)INVERT OUT822.28 (12" E)622.95 (12" SE)818.20 (36" S)818.38 (36" S)819.40 (24" S)819.47 (24" S)819.63 (24" E)821.81 (12" W)822.24 (12" S)819.90 (24" S)820.16 (24" S)820.65 (12" S)822.84 (12" W)821.31 (12" E)821.84 (12" E)824.42 (12" E)820.04 (30" E)821.45 (18" S)821.91 (18" S)STORM STRUCTURE TABLESTRUCTUREST 7-23ST 7-24ST 7-25ST 7-26ST 7-27ST 7-28ST 7-29ST 7-30ST 7-31ST 7-32ST 7-33ST 7-34ST 7-35ST 7-36ST 7-37ST 7-38ST 7-40ST 7-41ST 7-44ST 7-45DESCRIPTION4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Open)2' Inlet6' CB5' MH (Closed)4' MH (Open)4' MH (Open)5' MH (Open)4' CB2' Inlet2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)RIMRIM: 826.65RIM: 826.65RIM: 828.15RIM: 827.58RIM: 827.85RIM: 826.65RIM: 826.65RIM: 821.60RIM: 824.47RIM: 823.65RIM: 823.65RIM: 825.85RIM: 823.65RIM: 823.65RIM: 824.85RIM: 824.15RIM: 825.70RIM: 825.70RIM: 825.30RIM: 826.89INVERT IN822.53 (12" W)822.83 (12" NW)822.85 (12" NW)823.56 (12" E)823.19 (12" W)817.41 (24" NE)817.41 (24" E)819.52 (12" E)819.10 (24" NW)819.96 (12" E)820.22 (12" NE)819.36 (24" NE)820.15 (12" E)819.61 (18" NW)820.17 (18" N)822.14 (12" E)821.14 (14" W)822.40 (12" E)821.43 (12" SW)821.29 (14" N)INVERT OUT822.53 (12" E)822.83 (12" E)824.23 (12" SE)822.66 (14" S)823.98 (12" W)823.19 (12" SE)823.45 (12" E)817.41 (30" W)819.10 (24" SW)819.96 (12" W)820.22 (12" W)819.36 (24" SE)819.61 (24" SW)820.41 (12" W)821.37 (12" SW)820.17 (18" SE)821.29 (18" S)822.40 (12" W)823.53 (12" SW)821.29 (14" E)STORM STRUCTURE TABLESTRUCTUREST 7-47ST 7-48ST 7-49ST 7-50ST 7-51ST 7-53ST 7-54ST 7-55ST 7-56ST 7-57ST 7-58ST 7-59ST 7-61ST 7-62ST 7-63ST 7-64ST 7-65ST 7-66ST 7-67ST 7-68DESCRIPTION2' Inlet4' MH (Closed)2' Inlet4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet6' MH (Open)4' MH (Closed)RIMRIM: 826.20RIM: 826.79RIM: 827.35RIM: 825.70RIM: 825.70RIM: 821.60RIM: 822.00RIM: 821.50RIM: 823.00RIM: 823.40RIM: 823.41RIM: 823.80RIM: 823.40RIM: 824.10RIM: 824.40RIM: 824.40RIM: 824.60RIM: 824.60RIM: 825.00RIM: 826.62INVERT IN821.76 (12" NE)823.28 (12" W)822.12 (12" E)817.65 (24" E)817.95 (18" E)818.19 (18" NE)818.33 (18" N)818.60 (18" N)818.79 (14" N)819.01 (14" N)819.37 (12" N)819.96 (12" N)820.37 (12" N)820.73 (12" W)821.30 (12" W)823.18 (12" NE)INVERT OUT821.84 (12" NE)821.76 (14" S)823.70 (12" E)822.12 (12" SW)822.38 (12" W)817.65 (24" W)817.95 (24" W)818.19 (18" W)818.33 (18" SW)818.60 (18" S)818.79 (18" S)819.01 (14" S)819.37 (14" S)819.96 (12" S)820.37 (12" S)820.73 (12" S)821.30 (12" E)821.70 (12" E)820.60 (30" E)823.18 (12" W)STORM STRUCTURE TABLESTRUCTUREST 7-69ST 7-70ST 8-1ST 8-2ST 8-3ST 8-4ST 8-5ST 8-6ST 8-7ST 8-8ST 8-9ST 8-10ST 8-11ST 8-12ST 8-13ST 8-14ST 8-15ST 8-16ST 9-1ST 9-2DESCRIPTION4' MH (Closed)4' MH (Open)4' MH (Closed)4' CB4' MH (Open)4' MH (Closed)4' MH (Closed)2' Inlet4' CB4' MH (Open)4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Open)2' Inlet2' Inlet4' MH (Open)4' MH (Open)RIMRIM: ???RIM: 826.32RIM: 824.14RIM: 823.70RIM: 823.70RIM: 825.61RIM: 825.84RIM: 825.00RIM: 824.70RIM: 824.70RIM: 824.51RIM: 824.51RIM: 826.70RIM: 826.70RIM: 827.30RIM: 826.70RIM: 825.60RIM: 826.10RIM: 824.30RIM: 824.30INVERT IN817.56 (24" NE)821.56 (18" N)821.56 (12" E)819.01 (18" W)819.86 (14" N)819.99 (12" N)820.33 (12" NW)822.34 (12" NW)819.64 (18" NW)821.24 (12" S)819.98 (18" N)820.18 (18" NW)820.69 (14" W)820.84 (14" SW)821.23 (12" W)823.23 (12" NW)821.56 (12" W)821.90 (12" NW)818.16 (14" W)818.51 (14" W)INVERT OUT817.56 (24" SW)821.56 (18" S)819.01 (24" E)819.99 (14" S)820.33 (12" S)822.34 (12" SE)819.64 (18" E)821.53 (12" N)819.98 (18" SE)820.18 (18" S)820.69 (18" SE)820.84 (14" E)821.23 (14" NE)821.56 (12" E)823.61 (12" SE)821.90 (12" E)822.38 (12" SE)822.70 (12" SE)818.16 (18" E)818.51 (14" E)STORM STRUCTURE TABLESTRUCTUREST 9-3ST 9-4ST 9-5ST 9-6ST 9-7ST 9-8ST 9-9ST 9-10ST 9-11ST 9-12ST 9-13ST 10-1ST 10-2ST 10-3ST 10-4ST 10-5ST 10-6ST 10-7ST 10-8ST 10-9DESCRIPTION4' MH (Open)4' MH (Open)4' MH (Open)4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet5' MH (Open)2' Inlet2' Inlet5' CB4' MH (Open)4' MH (Open)5' MH (Closed)2' Inlet4' MH (Closed)4' MH (Open)4' MH (Closed)4' MH (Closed)RIMRIM: 824.30RIM: 824.30RIM: 823.60RIM: 825.12RIM: 825.12RIM: 825.50RIM: 826.70RIM: 826.70RIM: 824.60RIM: 826.70RIM: 825.60RIM: 823.40RIM: 823.40RIM: 823.40RIM: 824.08RIM: 825.20RIM: 822.00RIM: 822.70RIM: 822.00RIM: 824.00INVERT IN818.89 (14" W)819.26 (14" W)819.88 (14" NW)820.37 (14" W)820.51 (14" NW)820.96 (12" W)822.02 (12" N)822.77 (12" W)821.99 (12" NW)821.47 (12" SW)817.85 (24" W)816.70 (24" S)816.78 (24" S)816.90 (24" SW)820.49 (12" SW)816.97 (24" SE)817.11 (24" S)817.18 (24" S)817.29 (24" SW)817.39 (24" W)INVERT OUT818.89 (14" E)819.26 (14" E)819.88 (14" E)820.37 (14" SE)820.51 (14" E)820.96 (14" SE)822.77 (12" S)823.16 (12" E)821.47 (12" E)823.24 (12" SE)821.80 (12" NE)815.80 (30" NE)816.78 (24" N)816.90 (24" N)816.97 (24" NE)821.83 (12" NE)817.11 (24" NW)817.18 (24" N)817.29 (24" N)817.39 (24" NE)DRAWING NO.6.9N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY TABLES
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
STORM STRUCTURE TABLESTRUCTUREST 10-10ST 10-11ST 10-12ST 10-13ST 10-14ST 10-15ST 10-16ST 10-17ST 10-18ST 10-19ST 10-20ST 10-21ST 10-22ST 10-23ST 10-24ST 10-25ST 10-26ST 10-27ST 10-29ST 10-30DESCRIPTION4' MH (Open)4' MH (Closed)2' Inlet4' MH (Open)4' MH (Open)4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)8' MH (Closed)2' Inlet4' MH (Open)2' Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)4' MH (Open)RIMRIM: 823.00RIM: 825.19RIM: 825.50RIM: 824.20RIM: 824.20RIM: 825.13RIM: 825.13RIM: 825.60RIM: 825.60RIM: 827.30RIM: 826.71RIM: 826.54RIM: 826.90RIM: 825.60RIM: 825.60RIM: 825.30RIM: 825.30RIM: 824.40RIM: 824.80RIM: 821.70INVERT IN817.49 (18" W)821.59 (12" N)818.36 (24" W)820.70 (12" S)819.61 (24" W)819.81 (24" W)821.62 (12" N)820.00 (18" S)822.11 (12" NW)820.12 (18" W)821.28 (12" NW)822.93 (12" SE)820.42 (14" W)821.90 (12" N)820.92 (12" N)821.26 (12" N)817.74 (18" NW)817.92 (18" W)INVERT OUT817.49 (24" E)818.36 (24" E)821.80 (12" S)820.70 (12" N)820.92 (12" N)819.21 (24" SE)819.77 (24" E)820.00 (24" E)822.11 (12" S)823.58 (12" SE)820.12 (18" N)820.32 (18" E)823.39 (12" NW)821.90 (12" SE)822.24 (12" S)820.92 (14" E)821.26 (12" S)821.80 (12" S)817.74 (18" E)817.92 (18" SE)STORM STRUCTURE TABLESTRUCTUREST 10-31ST 10-32ST 10-33ST 10-34ST 10-35ST 10-36ST 10-37ST 11-1ST 12-1ST 12-2ST 12-3ST 12-4ST 12-5ST 13-1ST 13-2DESCRIPTION4' Curb Inlet4' Curb Inlet4' MH (Open)4' MH (Open)2' Inlet4' MH (Closed)5' MH (Closed)4' MH (Closed)4' MH (Open)4' MH (Open)4' MH (Open)4' MH (Open)2' Inlet5' MH (Closed)5' MH (Closed)RIMRIM: 821.76RIM: 821.77RIM: 825.20RIM: 825.00RIM: 825.20RIM: 825.14RIM: 823.00RIM: 822.67RIM: 826.40RIM: 826.70RIM: 826.30RIM: 826.20RIM: 826.50RIM: 826.26RIM: 825.87INVERT IN818.02 (14" W)818.11 (12" W)821.11 (12" W)821.58 (12" NW)818.88 (24" NW)820.48 (12" S)815.57 (30" SW)818.50 (24" W)821.71 (12" SE)821.96 (12" SE)822.21 (12" E)822.62 (12" NE)820.07 (28" NE)INVERT OUT818.02 (18" E)818.11 (14" E)819.85 (12" E)821.58 (12" E)821.99 (12" SE)818.88 (24" E)815.57 (30" E)818.50 (33" SE)821.96 (12" NW)822.21 (12" NW)822.62 (12" W)823.03 (12" SW)820.17 (28" SW)WATER STRUCTURE TABLESTRUCTURE NAMEEX FH 1EX FH 2EX FH 3EX FH 4FH 1FH 2FH 3FH 4FH 5FH 6FH 7FH 8FH 9FH 10FH 11FH 12FH 13FH 14FH 15FH 16FH 17FH 18FH 19STRUCTURE DESCRIPTIONFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFINISHED GRADEFG=829.58FG=828.20FG=828.70FG=819.41FG=828.60FG=828.60FG=828.10FG=830.70FG=829.65FG=829.65FG=827.70FG=827.70FG=826.85FG=826.85FG=624.80FG=824.75FG=825.85FG=825.85FG=825.35FG=825.35FG=826.64FG=826.75FG=826.75WATER STRUCTURE TABLESTRUCTURE NAMEVV 1VV 2VV 3VV 4VV 5VV 6VV 7VV 8VV 9VV 10VV 11VV 12VV 13VV 14VV 15VV 16VV 17VV 18VV 19VV 20VV 21VV 22VV 23VV 24VV 25VV 26VV 27VV 28VV 29VV 30VV 31VV 32VV 33VV 34VV 35VV CCSTRUCTURE DESCRIPTION6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 10" WM IN 5' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT10" VALVE IN 5' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 8" WM IN 5' VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" VALVE IN 4' DIA. VALVE VAULT8" PRESSURE CONNECT INTO EX. 12" WM IN 6' DIA. VALVE VAULT6" VALVE IN 4' DIA. VALVE VAULTRIM GRADERIM=828.52RIM=828.98RIM=829.53RIM=829.58RIM=828.03RIM=827.74RIM=827.01RIM=826.79RIM=824.65RIM=824.74RIM=825.83RIM=827.19RIM=826.71RIM=826.69RIM=825.39RIM=825.39RIM=825.80RIM=827.16RIM=826.65RIM=826.50RIM=828.38RIM=828.78RIM=828.63RIM=827.97RIM=826.40RIM=825.60RIM=825.30RIM=826.15RIM=825.40RIM=823.90RIM=824.61RIM=826.00RIM=825.90RIM=826.25RIM=822.60RIM=830.00****6" SAN B/P 822.27 W/WM PROTECTIONEX 10" WM T/P 820.47 F.V.6" SAN B/P 822.2419" STM T/P 821.99EX 27" STM B/P 820.08 F.V. W/WM PROTECTION.8" WM T/P 818.588" SAN B/P 819.89 W/WM PROTECTION8" WM T/P 818.3912" STM B/P 819.74 W/WM PROTECTION8" WM T/P 818.2415" STM B/P 824.12 W/WM PROTECTION8" WM T/P 822.6215" STM B/P 821.91 W/WM PROTECTION8" WM T/P 820.4112" STM B/P 823.78 W/WM PROTECTION8" WM T/P 822.286" SAN B/P 824.24 W/WM PROTECTION8" WM T/P 822.74*12" STM B/P 715.45 W/WM PROTECTION*12" WM T/P 713.95*18" STM B/P 713.92 W/WM PROTECTION*12" WM T/P 712.428" WM B/P 822.33EX 8" SAN T/P 819.85 F.V.6" SAN B/P 823.00 W/WM PROTECTIONEX. 10" WM T/P 821.50 F.V.12" STM B/P 822.91 W/WM PROTECTIONEX. 10" WM T/P 821.44 F.V.12" STM B/P 822.79EX. 8" SAN T/P 819.37 F.V.6" SAN B/P 823.00 W/WM PROTECTIONE. 10" WM T/P 821.40 F.V.12" STM B/P 825.66 W/WM PROTECTION8" WM T/P 824.1618" STM B/P 824.42 W/WM PROTECTION8" WM T/P 822.9212" STM B/P 825.37 W/WM PROTECTION8" WM T/P 823.8724" STM B/P 821.308" SAN T/P 817.62 F.V.6" SAN B/P 821.38 W/WM PROTECTIONEX. 10" WM T/P 819.88 F.V.12" STM B/P 822.30 W/WM PROTECTIONEX. 18" WM T/P 819.88 F.V.12" STM B/P 823.57 W/WM PROTECTIONEX. 10" WM T/P 821.50 F.V.12" STM B/P 823.74 W/WM PROTECTION8" WM T/P 822.2412" STM B/P 822.78 W/WM PROTECTION8" WM T/P 821.2812" STM B/P 823.49 W/WM PROTECTION8" WM T/P 821.9915" STM B/P 821.91 W/WM PROTECTION8" WM T/P 820.4118" STM B/P 821.20 W/WM PROTECTIONEX. 10" WM T/P 818.4312" STM B/P 821.30 W/WM PROTECTION8" WM T/P 819.8012" STM B/P 821.44 W/WM PROTECTION8" WM T/P 819.9415" STM B/P 821.22 W/WM PROTECTION8" WM T/P 819.7212" STM B/P 823.29 W/WM PROTECTION8" WM T/P 821.5112" STM B/P 823.09 W/WM PROTECTION8" WM T/P 821.59C03C04C05C06C07C08C09C10C11C12C13C14C15C16C17C18C19C20C21C22C01C02C23C26C27C28C29C30C31C32C33C34C35C24C25UTILITY CROSSINGSC36C3718" STM B/P 821.04EX 8" SAN T/P 816.4330" STM B/P 819.156" SAN T/P 818.978" WM B/P 820.00EX. 8" SAN T/P 816.9330" STM B/P 820.078" SAN T/P 816.9230" STM 820.11 W/WM PROTECTION8" WM T/P 818.616" SAN B/P 819.97 W/WM PROTECTION8" WM T/P 818.4715" STM B/P 820.568" SAN T/P 817.4515" STM B/P 820.67 W/WM PROTECTION8" WM T/P 819.1718" STM B/P 820.32 W/WM PROTECTION8" WM T/P 818.8215" STM B/P 820.83 W/WM PROTECTION8" WM T/P 819.3312" STM B/P 823.16 W/WM PROTECTION8" WM T/P 821.2812" STM B/P 821.77 W/WM PROTECTION8" WM T/P 820.2712" STM B/P 822.77 W/WM PROTECTION8" WM T/P 821.2712" STM B/P 822.41 W/WM PROTECTION8" WM T/P 820.9118" STM B/P 819.49 W/WM PROTECTION8" WM T/P 817.998" SAN B/P 817.53 W/WM PROTECTION8" WM T/P 816.0315" STM B/P 820.13 W/WM PROTECTION8" WM T/P 818.6315" STM B/P 820.238" SAN T/P 818.416" SAN B/P 820.51 W/WM PROTECTION8" WM T/P 819.0115" STM B/P 819.986" SAN T/P 819.6512" STM B/P 822.62 W/WM PROTECTION8" WM T/P 821.1212" STM B/P 822.42 W/WM PROTECTION6" WM T/P 820.7118" STM B/P 819.40 W/WM PROTECTION8" WM T/P 817.9024" STM B/P 819.368" SAN T/P 819.3224" STM B/P 818.59 W/WM PROTECTION8" WM T/P 817.0924" STM B/P 818.41 W/WM PROTECTION6" WM T/P 816.9112" STM B/P 821.46 W/WM PROTECTION8" WM T/P 819.9624" STM B/P 817.89 W/WM PROTECTION8" WM T/P 816.398" SAN B/P 816.78 W/WM PROTECTION8" WM T/P 815.288" SAN B/P 819.43 W/WM PROTECTION8" WM T/P 817.938" SAN B/P 819.90 W/WM PROTECTION8" WM T/P 818.4012" STM B/P 818.11 W/WM PROTECTION8" WM T/P 816.6112" STM B/P 823.32 W/WM PROTECTIONEX. 10" WM T/P 820.95 V.F.C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C38C39C60C63C64C65C66C67C68C69C70C71C72C61C62UTILITY CROSSINGSC73C74C75C76C77C78*NOT USED*15" STM B/P 818.76 W/WM PROTECTION8" WM T/P 817.268" WM B/P 818.646" SAN T/P 816.158" WM B/P 818.43EX. 8" SAN T/P 814.1524" STM B/P 818.86 W/WM PROTECTION8" WM T/P 817.3624" STM B/P 819.08 W/WM PROTECTION8" WM T/P 817.5824" STM B/P 819.12 W/WM PROTECTION8" WM T/P 817.6224" STM B/P 819.28 W/WM PROTECTION8" WM T/P 817.788" WM B/P 818.48EX. SAN T/P 814.8530" STM B/P 711.11 W/WM PROTECTION12" WM T/P 709.6130" STM B/P 711.178" SAN T/P 705.0124" STM B/P 819.09EX. 10" WM T/P 816.93 W/WM PROTECTION24" STM B/P 819.07EX. 8" SAN T/P 815.47UTILITY CROSSINGSDRAWING NO.6.10N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.1 Util211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
UTILITY TABLES AND UTILITY
CROSSINGS
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone ** FOR ALL LOCATIONS WHERE WM CROSSES BELOW OR LESS THAN 1.5'ABOVE STORM OR SANITARY SEWER WM PROTECTION MUST BE UTILIZEDPER IEPA REQUIREMENTS AND PER THE "WATER MAIN CROSSING UNDERSEWER" DETAIL ON C8.3. * EX. FIRE HYDRANT TO BE RELOCATED
73 LF - 6" PVC@ 2.47%815820825830835815820825830835826.2824.4829.33825.36-0+300+000+80815820825830835815820825830835827.6827.4829.73
828.16-0+300+001+00815820825830835815820825830835827.8
830.40-0+300+001+00815820825830835815820825830835829.5
828.9
828.5
830.40
829.36
829.39-0+300+001+001+7073 LF - 6" PVC@ 2.47%CO 2CLEANOUTRIM: 829.75IE: 824.31 (NW)IE: 824.31 (SE)32 LF - 6" PVC@ 3.15%CO 3CLEANOUTRIM: 830.35IE: 825.01 (NW)IE: 825.01 (E)112 LF - 6" PVC@ 4.00%CO 4CLEANOUTRIM: 830.35IE: 822.98 (NW)IE: 822.98 (S)52 LF - 6" PVC@ 3.68%CO 1CLEANOUTRIM: 829.35IE: 823.50 (NW)IE: 823.50 (SE)PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEBLDG 1FF=829.50BLDG 2FF=829.90BLDG 3FF=830.50EXISTINGGRADEEXISTINGGRADEBLDG 4FF=830.5010 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%EXISTINGGRADESANITARY PROFILE (BLDG 1)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 2)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 3)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 4)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'6" SAN STUBIE: 823.086" SAN STUBIE: 825.106" SAN STUBIE: 824.406" SAN STUBIE: 823.59EX. 10" WMIE: 820.64FIELD VERIFYEX. 8" SANIE: 820.22EX. 8" SANIE: 820.20EXISTING6" SANCO 4ACLEANOUTRIM: 828.80IE: 818.50 (N)CONTRACTOR TOFIELD LOCATE EX.6" STUB. PROVIDECLEANOUTAT CONNECTION.EX. IE: 818.50EX. 10" WMIE: 819.83FIELD VERIFYCO-3ACLEANOUTRIM: 829.28IE: 824.00 (W)C01C13EXISTING6" SAN181 LF - 6" PVC@ 1.53%138 LF - 6" PVC@ 1.56%238 LF - 6" PVC@ 1.00%815820825830835815820825830835828.0827.9827.5826.4828.85827.96827.59827.53-0+300+001+002+00815820825830835815820825830835827.4
827.1
826.6
828.46
826.71
825.88-0+300+001+001+80815820825830835815820825830835827.0
826.6
826.1
825.3
823.0
822.3
828.05
827.25
827.40
825.66
824.35
823.97-0+300+001+002+002+80830830181 LF - 6" PVC@ 1.53%138 LF - 6" PVC@ 1.56%238 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.04%PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEBLDG 5FF=828.95BLDG 6FF=828.65CO 6CLEANOUTRIM: 828.50IE: 822.65 (N)IE: 822.65 (S)CO 7CLEANOUTRIM: 828.00IE: 823.06 (N)IE: 823.06 (S)CO 5CLEANOUTRIM: 828.80IE: 823.85 (N)IE: 823.85 (S)9 LF - 6" PVC@ 1.16%9 LF - 6" PVC@ 1.00%SANITARY PROFILE (BLDG 7)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 6)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 5)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'BLDG 7FF=828.156" SAN STUBIE: 823.956" SAN STUBIE: 822.746" SAN STUBIE: 823.15EXISTING6" SANCO 6ACLEANOUTRIM: 824.80IE: 820.50 (N)CONTRACTOR TOFIELD LOCATE EX.6" STUB. PROVIDECLEANOUTAT CONNECTION.EX. IE: 820.50EX. 8" SANIE: 816.81EX. 10" WMIE: 818.92FIELD VERIFYEX. 8" SANIE: 814.66C21C43DRAWING NO.6.11N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.11_6.13 PP_San Service211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
BUILDING SERVICE PROFILES
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
242 LF - 6" PVC@ 3.00%125 LF - 6" PVC@ 1.80%64 LF - 6" PVC@ 1.05%66 LF - 6" PVC@ 1.06%64 LF - 6" PVC@ 1.05%810815820825830810815820825830810815820825830810815820825830815820825830835815820825830835810815820825830810815820825830826.6
825.8
828.00
825.72-0+300+001+00815820825830835815820825830835825.9
825.2
827.60
825.14-0+300+001+00826.3825.8825.1824.7
824.3
823.6
827.80825.70825.40825.44
824.81
824.68-0+300+001+002+002+60823.2
825.56-0+300+000+50810815820825830810815820825830823.8
825.55-0+300+000+50810815820825830810815820825830824.4
823.8
826.75
825.17-0+300+000+60815820825830835815820825830835829.8829.2827.6831.02830.00829.01-0+300+001+001+50827.4
826.7
828.45
826.74-0+300+001+00242 LF - 6" PVC@ 3.00%CO 8CLEANOUTRIM: 827.75IE: 822.28 (N)IE: 822.28 (S)18 LF - 6" PVC@ 1.01%CO 9CLEANOUTRIM: 825.50IE: 820.31 (S)IE: 820.31 (N)6 LF - 6" PVC@ 1.02%CO 10CLEANOUTRIM: 825.50IE: 820.32 (S)IE: 820.32 (N)45 LF - 6" PVC@ 1.01%CO 11CLEANOUTRIM: 826.75IE: 818.78 (S)IE: 818.78 (N)125 LF - 6" PVC@ 1.80%CO CCCLEANOUTRIM: 831.02IE: 825.10 (SE)IE: 825.10 (NW)64 LF - 6" PVC@ 1.05%CO 12CLEANOUTRIM: 827.95IE: 820.47 (W)IE: 820.47 (E)CO 13CLEANOUTRIM: 828.40IE: 823.05 (SE)IE: 823.05 (NW)66 LF - 6" PVC@ 1.00%CO 14CLEANOUTRIM: 827.55IE: 820.45 (W)IE: 820.45 (E)78 LF - 6" PVC@ 1.45%PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEBLDG 8 FF=827.90EXISTINGGRADECOMMUNITYCENTER FF=831.15BLDG 9 FF=825.65SANITARY PROFILE (BLDG 8)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 9)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 10)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 11)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'BLDG 12 FF=828.10BLDG 13 FF=828.55BLDG 14 FF=827.70SANITARY PROFILE (BLDG 12)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 13)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 14)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (COMMUNITY CENTER)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'6" SAN STUBIE: 825.156" SAN STUBIE: 820.566" SAN STUBIE: 823.156" SAN STUBIE: 820.546" SAN STUBIE: 820.406" SAN STUBIE: 822.389 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%10 LF - 6" PVC@ 1.00%5 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 1.00%BLDG 10 FF=825.658 LF - 6" PVC@ 0.99%6" SAN STUBIE: 820.40BLDG 11 FF=826.906" SAN STUBIE: 818.824 LF - 6" PVC@ 1.00%EX. 8" SANIE: 820.208" SANIE: 819.758" SANIE: 816.47EX. 8" SANIE: 813.20EX. 8" SANIE: 813.13EX. 8" SANIE: 814.48EX. 8" SANIE: 815.468" SANIE: 819.24C36C47C10C09DRAWING NO.6.12N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.11_6.13 PP_San Service211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
BUILDING SERVICE PROFILES
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
74 LF - 6" PVC@ 1.00%63 LF - 6" PVC@ 1.04%63 LF - 6" PVC@ 1.04%810815820825830810815820825830827.8
826.5
828.00
825.89-0+300+001+00810815820825830810815820825830824.3
825.2
826.70
825.12-0+300+001+00810815820825830810815820825830823.5
824.6
826.21
825.18-0+300+001+00810815820825830810815820825830824.1826.21-0+300+000+5074 LF - 6" PVC@ 1.00%CO 16CLEANOUTRIM: 826.15IE: 820.73 (E)IE: 820.73 (W)74 LF - 6" PVC@ 2.42%CO 17CLEANOUTRIM: 826.65IE: 820.30 (E)IE: 820.30 (W)63 LF - 6" PVC@ 1.04%CO 18CLEANOUTRIM: 827.95IE: 820.95 (W)IE: 820.95 (E)PROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEPROPOSEDFINISHED GRADEEXISTINGGRADEEXISTINGGRADEBLDG 15 FF=826.30EXISTINGGRADECO 15CLEANOUTRIM: 826.15IE: 821.21 (E)IE: 821.21 (W)14 LF - 6" PVC@ 1.02%9 LF - 6" PVC@ 1.00%SANITARY PROFILE (BLDG 15)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 16)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 17)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'SANITARY PROFILE (BLDG 18)HORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'BLDG 16 FF=826.309 LF - 6" PVC@ 1.00%9 LF - 6" PVC@ 0.78%BLDG 17 FF=826.80BLDG 18 FF=828.109 LF - 6" PVC@ 1.00%EXISTINGGRADE6" SAN STUBIE: 821.046" SAN STUBIE: 820.396" SAN STUBIE: 820.806" SAN STUBIE: 821.308" SANIE: 817.838" SANIE: 817.868" SANIE: 818.388" SANIE: 819.86C65DRAWING NO.6.13N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\6.11_6.13 PP_San Service211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
BUILDING SERVICE PROFILES
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone
AASTRI DRIVEBLDG 13COMMUNITYCENTER WITHBLDG 1BLDG 2BLDG 3300+00301+00302+00303+00304+00305+00306+00307+00308+00HP 829.430+00 0+91CONTRACTOR TO FIELDLOCATE EX. 6" STUB.PROVIDE CLEANOUTAT CONNECTION.EX. SMH 4ADJUSTRIM 828.80EX. SMH 5ADJUSTRIM 828.16EX. SMH 3ADJUSTRIM 829.43EX. SMH 2ADJUSTRIM 827.53EX. SMH 1C12C04C15PVI STA. 305+38.77PVI ELEV 829.52LVC = 50'BVCS = 305+13.77
BVCE = 829.34
EVCE = 829.36
EVCS = 305+63.77 HP STA. 305+40.14HP ELEV 829.43PVI STA. 300+51.63PVI ELEV 824.67
PVI STA. 303+49.10
PVI ELEV 828.16-2.00%0.72%1.26%111 LF - 8" PVC@ 0.36%100 LF - 8" PVC@ 0.50%158 LF - 8" PVC@ 0.44%240 LF - 8" PVC@ 0.42%193 LF - 8" PVC@ 0.44%PROPOSEDFINISHEDGRADEEXISTINGGRADEEX. SMH 24' SANITARY MHEX. RIM: 826.76ADJUST RIM: 827.53IE: 819.60 (NE)EX. SMH 34' SANITARY MHEX. RIM: 828.82ADJUST RIM: 829.43IE: 818.50 (NE)EX. SMH 44' SANITARY MHEX. RIM: 828.23ADJUST RIM: 828.80IE: 818.10 (NE)EX. SMH 54' SANITARY MHEX. RIM: 827.64ADJUST RIM: 828.16IE: 817.60 (E)WYE CONNECTIONWYE CONNECTIONWYE CONNECTIONC15C04C12SANITARY PROFILE - AASTRI DRIVEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'824.5824.3825.0825.3
826.7
826.5
826.4
827.0
827.6
828.5
827.5
826.9
826.6
827.3
826.3
825.01825.64826.27826.90
827.53
828.16
828.52
828.88
829.24
829.42
829.13
828.80
828.48
828.16
827.84300+00301+00302+00303+00304+00305+00306+00307+00308+00810815820825830835DRAWING NO.7.0N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.0 PP_Aastri211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
PLAN AND PROFILE -
AASTRI DRIVE
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone GRAPHIC SCALE6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVC6" WYE CONNECTIONTO EX. 8" PVCGRAPHIC SCALE
BLDG 12BASKETBALLCOURTBLDG10BLDG 11AASTRI DRIVE308+00309+00310+00311+00312+00313+00314+00315+00315+34409+05408+00 409+00
LP 824.28HP 824.86LP 824.87
SMH 1CO 6ACO 4ACONTRACTOR TO FIELDLOCATE EX. 6" STUB.PROVIDE CLEANOUTAT CONNECTION.CONTRACTOR TO FIELDLOCATE EX. 6" STUB.PROVIDE CLEANOUTAT CONNECTION.CONTRACTOR TO FIELDLOCATE EX. 6" STUB.PROVIDE CLEANOUTAT CONNECTION.EX. SMH 7ADJUST RIM824.83EX. SMH 5ADJUSTRIM 828.16EX. SMH 6ADJUSTRIM 827.11C20C48EX. SMH 7ADJUSTRIM 824.85810815820825830826.3825.6825.4825.0824.7
824.6
824.4
824.8
823.9
824.3
823.3
822.8
823.1
824.5
825.2
825.2
827.84827.51827.19826.87826.55
826.22
825.90
825.58
825.26
824.93
824.61
824.30
824.46
824.84
824.79308+00309+00310+00311+00312+00313+00314+00315+00315+34810815820825830PVI STA. 314+45PVI ELEV 824.90LVC = 50'BVCS = 314+20
BVCE = 824.65
EVCE = 824.85
EVCS = 314+70 HP STA. 314+61.46HP ELEV 824.86PVI STA. 313+69.85PVI ELEV 824.16LVC = 60'BVCS = 313+39.85
BVCE = 824.36
EVCE = 824.46
EVCS = 313+99.85 LP STA 313+63.63LP ELEV 824.28PVI STA. 315+34.00
PVI ELEV 824.720.98%-0.20%-0.64%158 LF - 8" PVC@ 0.44%194 LF - 8" PVC@ 0.49%PROPOSEDFINISHEDGRADEEXISTINGGRADE4' SANITARY MHADJUST RIM: 828.16EX. SMH 64' SANITARY MHEX. RIM 825.99ADJUST RIM: 827.11IE: 816.90 (E)EX. SMH 74' SANITARY MHEX. RIM: 824.43ADJUST RIM: 824.63IE: 815.20 (W)SMH 14' SANITARY MHRIM: 826.11IE: 816.13 (S)156 LF - 8" PVC@ 0.49%WYE CONNECTIONWYE CONNECTIONC20C74C48C44SANITARY PROFILE - AASTRI DRIVEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'EXISTING8" SANDRAWING NO.7.1N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.0 PP_Aastri211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
PLAN AND PROFILE -
AASTRI DRIVE
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEGRAPHIC SCALE
LP 822.02HP 826.05LP 825.41HP 826.13LP 825.40400+00401+00402+00403+00404+00405+00SMH 3SMH 2SMH 4CO 15LOT 17SITE BENCHMARK#2CO 18CO 16CO 17810815820825830822.6
824.9
824.5
824.8
825.0
824.5
824.9
825.1
825.9
826.1
825.5
822.50
822.03
822.78
824.52
825.97
825.74
825.41
825.76
826.13
825.75
825.40400+00401+00402+00403+00404+00405+00810815820825830810815820825830SMH 34' SANITARY MHRIM: 824.72IE: 819.27 (SE)IE: 819.27 (N)306 LF - 8" PVC@ 0.45%SMH 24' SANITARY MHRIM: 825.63IE: 817.89 (S)IE: 817.89 (N)PVI STA. 402+50PVI ELEV 826.25LVC = 50'BVCS = 402+25.01
BVCE = 825.38
EVCE = 826.00
EVCS = 402+75.01 HP STA. 402+63.66HP ELEV 826.05PVI STA. 404+50PVI ELEV 826.25LVC = 50'BVCS = 404+25
BVCE = 826.01
EVCE = 826.00
EVCS = 404+75 HP STA. 404+49.64HP ELEV 826.13PVI STA. 401+21.39PVI ELEV 821.79LVC = 60'BVCS = 400+91.39
BVCE = 822.09
EVCE = 822.83
EVCS = 401+51.39 LP STA 401+04.82LP ELEV 822.02PVI STA. 403+47.71PVI ELEV 825.26LVC = 60'BVCS = 403+17.71
BVCE = 825.56
EVCE = 825.55
EVCS = 403+77.71 LP STA 403+48.40LP ELEV 825.41PVI STA. 405+50PVI ELEV 825.25LVC = 60'BVCS = 405+20
BVCE = 825.55
EVCE = 825.55
EVCS = 405+80 LP STA 405+50LP ELEV 825.40PVI STA. 400+20.75PVI ELEV 822.21824.4824.5824.6825.30824.07823.52-0+200+001+001+50SMH 44' SANITARY MHRIM: 825.30IE: 819.90 (NW)PROPOSEDFINISHED GRADEEXISTINGGRADESMH 34' SANITARY MHRIM: 824.72IE: 819.27 (SE)IE: 819.27 (N)139 LF - 8" PVC@ 0.45%SANITARY PROFILEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'PROPOSEDFINISHEDGRADEEXISTINGGRADESANITARY PROFILE - DEAN LANEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'C69C52C75C61C71DRAWING NO.7.2N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.2 PP_DeanLn211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
PLAN AND PROFILE - DEAN LANE
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEGRAPHIC SCALEDEAN LANEFOR CONTINUATION SEE SHEET 7.3
FOR CONTINUATION SEE SHEET 7.3
VETERANS PARKWAYNOTES:1.) SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION. BVCE - BEGIN OF VERTICAL CURVATURE ELEVATION BVCS - BEGIN OF VERTICAL CURVATURE STATION EVCE - END OF VERTICAL CURVATURE ELEVATION EVCS - END OF VERTICAL CURVATURE STATION HP - HIGH POINT LP - LOW POINT PVI - POINT OF VERTICAL INTERSECTION LVC - LENGTH OF VERTICAL CURVE
LP 825.41HP 826.13LP 825.40HP 826.10LP 824.87BLDG 12BLDG 18310+00311+00 409+05404+00405+00406+00407+00408+00409+00SMH 2SMH 1LOT 9CO 12CO 18CO 16CO 17810815820825830826.1
825.5
824.8
824.7
825.1
825.3
825.5
825.6
824.4
825.75
825.40
825.75
826.10
825.52
824.91
825.08
825.48
826.00405+00406+00407+00408+00409+00409+50SMH 24' SANITARY MHRIM: 825.63IE: 817.89 (S)IE: 817.89 (N)393 LF - 8" PVC@ 0.45%PVI STA. 404+50PVI ELEV 826.25EVCE = 826.00EVCS = 404+75 HP STA. 404+49.64HP ELEV 826.13PVI STA. 406+50PVI ELEV 826.25LVC = 50'BVCS = 406+25
BVCE = 826.00
EVCE = 825.89
EVCS = 406+75 HP STA. 406+45.33HP ELEV 826.10PVI STA. 405+50PVI ELEV 825.25LVC = 60'BVCS = 405+20BVCE = 825.55
EVCE = 825.55
EVCS = 405+80 LP STA 405+50LP ELEV 825.40PVI STA. 407+55.21PVI ELEV 824.72LVC = 60'BVCS = 407+25.21
BVCE = 825.15
EVCE = 824.96
EVCS = 407+85.21 LP STA 407+63.78LP ELEV 824.87PVI STA. 408+90.31
PVI ELEV 825.81
PVI STA. 409+05.31
PVI ELEV 826.11SMH 14' SANITARY MHINSTALL OVEREX. 8" MAINRIM: 826.11IE: 816.13 (S)EX. IE: 816.13PROPOSEDFINISHEDGRADEEXISTINGGRADEC52C49C61C74DRAWING NO.7.3N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\7.2 PP_DeanLn211232.dwg12/6/2022PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
211232
RA
DB
DLG
MCHENRY ILLINOIS
PLAN AND PROFILE - DEAN LANE
RESIDENCES AT FOX MEADOWSwww.v3co.com
DESCRIPTIONDATENO.
R E V I S I O N S
ORIGINAL ISSUE DATE:DECEMBER 6, 2022
DESCRIPTIONDATENO.
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phoneGRAPHIC SCALEGRAPHIC SCALEFOR CONTINUATION SEE SHEET 7.2 FOR CONTINUATION SEE SHEET 7.2
DEAN LANEPATRIOT DRIVE
NOTES:1.) SEE SHEETS 6.9 AND 6.10 FOR STORM AND WATERINFORMATION. BVCE - BEGIN OF VERTICAL CURVATURE ELEVATION BVCS - BEGIN OF VERTICAL CURVATURE STATION EVCE - END OF VERTICAL CURVATURE ELEVATION EVCS - END OF VERTICAL CURVATURE STATION HP - HIGH POINT LP - LOW POINT PVI - POINT OF VERTICAL INTERSECTION LVC - LENGTH OF VERTICAL CURVE
DRAWING NO.8.0N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 DECEMBER 6, 2022
RA
DB
DLG
MCHENRY ILLINOIS
CONSTRUCTION DETAILS
RESIDENCES AT FOX MEADOWS
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone 6"7"6"REINFORCEMENTCLR
2"(MIN.)6"4"5"5"5"EXPANSION DOWELAGGREGATE BASE (CA-6)MIN.
4"8"
MIN.1'-7"BACK
OF CURB
EDGE OF
PAVEMENT
2% SLOPE MAX.NOTES:1.REINFORCEMENT: PROVIDE 3 No.5 STEEL BARS, 10' LONG, CENTERED OVER ALL TRENCHCROSSINGS.2.EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURESAND AT 45' MAX. INTERVALS IN STRAIGHT CURB AND GUTTER. PROVIDE No. 6x18" LONGSMOOTH STEEL DOWEL BARS WITH 1" DIA. GREASE CAP THRU EXPANSION JOINTS. (3/4" THICKBITUMINOUS FILLER MATERIAL).3.CONTRACTION JOINT: PROVIDE 2" DEEP CONTRACTION JOINTS AT 15' INTERVALS.4.2'-6" LONG TIE BAR ON 2'-6" CENTERS SHALL BE PROVIDED WHEN CURB IS ADJACENT TO P.C.C.PAVEMENT.5.PROVIDE 2 NO. 6 X 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB AND GUTTER.6.SEE PLANS FOR EXACT LOCATIONS OF SPECIAL FLUSH CURBS.SPECIAL FLUSH CURBACCESSIBLE PARKING STALL ACCESSIBLE PARKING SIGN WITH VANACCESSIBLE SIGN MOUNTED FIVE FEET(5') FROM FINISHED GRADE TO BOTTOMOF SIGN. SIGN TO BE PLACED AMAXIMUM OF 6' BEHIND BACK OF CURB,OR AT EDGE OF PAVEMENT ASALTERNATE.4" PAINTEDYELLOWSTRIPE @ 3'-0"CTRSYELLOW SYMBOLCENTERED IN STALL4" YELLOWPAINTEDEDGE LINE8'8'18'2'PAINTED ACCESSIBLE STALL SYMBOLDOUBLE COATOF YELLOW PAINTNOTE: SYMBOL TO BE CENTERED IN PARKING STALL.4"4"212"1'-2"
11"
1'-9"
1'-9"
4'-0"3'-5"4"4"2.5"1"6.5"1'-1"4.5"RESERVEDPARKING$ 250 FINEACCESSIBLE PARKING SIGNACCESSIBLE PARKING SIGNWITH $250 FINE SIGNMUTCD R7-8, 12"x18"MUTCD R7-8a, 12"x6"MINIMUM 55 HOLES
SPACED 1" O.C.
1"
LENGTH AS SPECIFIED
AA3.1/16"1.7/16"XX1.1/4"SECTION A-A18"4'-0"3'-6"
3'-0"
9"12"6" DIA. STEEL PIPEFILLED WITH CONC.GROUND SURFACEPOST MOUNTING2' BACK OF CURB$250 FINE SIGN(SEE DETAIL)ACCESSIBLE PARKINGSIGN (SEE DETAIL)SIGN POST DETAIL11"TYP6" (MIN)NO. 5 REINFORCEMENTBAR (TYP) (3" COVER)MINIMUM 7" OF COMPACTED CA-7 (TYP)ON UNDISTURBED SOIL WITH MINIMUMBEARING CAPACITY OF 3000 P.S.F. ORSTRUCTURAL FILL COMPACTED TO MINIMUM95% OF MAXIMUM DENSITY IN ACCORDANCEW/ ASTM D1557 (MODIFIED PROCTOR METHOD)(NO ORGANICS)2'
MIN
7"
TYP
6"MIN.3'-6"
MIN.1 1/2" (TYP)NO. 5 REINFORCEMENTBAR AT 12" SPACING(TYP) (3" MIN. COVER)NO. 5 REINFORCEMENTBAR AT 12" SPACING(TYP) (3" MIN. COVER)NO. 5 REINFORCEMENTBAR (TYP) (3" COVER)1% MIN.CONCRETE WALKCONCRETE WALKSTAIR DETAILPCC WITH MINIMUMCOMPRESSIVESTRENGTHOF 4000 P.S.I.PREMOLDED CORKEXPANSION JOINT FILLER(TYP.)
DRAWING NO.8.1N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 DECEMBER 6, 2022
RA
DB
DLG
MCHENRY ILLINOIS
CONSTRUCTION DETAILS
RESIDENCES AT FOX MEADOWS
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone PAVED AREASNON-PAVED AREAS4" IN EARTH CUT6" IN ROCK CUTNOTES:1. EXCAVATION LINE : PIPE SIZES UP TO AND INCLUDING 24", USE I.D. PLUS 20" PIPE SIZES OVER 24", USE O.D. PLUS 24"2. LIMITS OF TRENCH BACKFILL SHALL EXTEND 2' OUTSIDE ALL PAVED AREAS.TRENCH BACKFILL SECTIONS FOR STORM SEWERTOPSOIL(DEPTH VARIES)SEE NOTE 1SEE NOTE 1EXCAVATION LINESEE NOTE 1FINISHED GRADE OFPAVEMENT SECTIONGROUNDSURFACEPAVEMENTSUBGRADECOMPACTED
BEDDING
MATERIAL
COMPACTED GRANULAR
BACKFILL
COMPACTED
BEDDING
MATERIAL
SELECT EXCAVATED
MATERIAL
(CA-6)
(CA-6)
(CA-6)PLAN VIEWSECTION VIEWFRAME LOCATIONB6.12 CURB & GUTTERB6.12 CURB & GUTTERSTORM STRUCTUREGUTTERBACK OF CURBBACK OF CURBSTRUCTURE FRAMEAND GRATE ASINDICATED ON PLANSPROVIDE EXPANSIONJOINTLOCATION ON PLANSFLOW LINEPAVEMENT18" B/CTO C FRAMEPIPEDIA.WALLABCDERSLOPE12"2"4"2'-0"15"18"21"24"2'-0"9"6"2'-3"3'-10"6'-1"2'-6"11"9"3"9"2'-3"3'-10"2'-11"3'-2"2'-6"6'-1"6'-1"3'-0"3'-6"4'-0"12"13"14"R214"212"234"912"3'-712"6'-112"27"30"33"36"42"48"54"60"66"72"78"84"314"312"334"4"412"5"512"6"612"7"712"8"1012"12"1312"15"21"24"27"35"30"36"36"36"4'-0"4'-6"4'-1012"5'-3"5'-3"6'-0"5'-5"5'-0"6'-0"6'-6"7'-6"7'-612"4'-078"6'-078"6'-112"6'-134"8'-134"8'-134"8'-2"8'-2"8'-4"8'-3"8'-3"8'-3"9'-3"9'-312"4'-6"5'-0"5'-6"6'-0"6'-6"7'-0"7'-6"8'-0"8'-6"9'-0"9'-6"10'-0"1412"15"1712"20"22"22"24"*****3:13:13:13:13:13:12.4:12:12:12.26:12.12:11.94:13:13:13:13:13:1* RADIUS AS FURNISHED BY MANUFACTURER2512"1934"3914"3434"35"26"35"39"27"21"21"21"PRECAST REINFORCED CONCRETE FLARED END SECTIONPLANEND VIEWLONGITUDINAL SECTIONNOTES:1.PRECAST CONCRETE FLARED END SECTION SHALLCONFORM TO THE APPLICABLE REQUIREMENTS OFAASHTO M-170 CLASS III, WALL B REINFORCEDCONCRETE PIPE.2.LENGTHS OF PIPE WHICH TERMINATE WITH AFLARED END SECTION INCLUDE THE LENGTH OFTHE FLARED END SECTION.STANDARD REINFORCEMENTFOR CIRCULAR CLASS III,WALL B REINFORCEDCONCRETE PIPEEND BLOCKCASTSEPARATE2-#4 BAREND CONNECTION TOFIT PIPE USEDCOORDINATE POINT ORDIMENSIONED LOCATION OR ASSHOWN ON PLANSPIPE DIA.SAME REINFORCEMENTAS INNER CAGEWALLWALLCBD3"8"18"3"A
WALLEP
I
P
E
D
I
A
.
E WALLWALLPIPE DIA.GRATE FOR FLARED END SECTIONAPRON SIZEV-BARSIZEH-BARSIZENO. OFH-BARSREQ'DBOLTDIA"A"DIMINCHESINCHES123PLANLONGITUDINAL SECTION58 DIA12 DIA124ROUND PIPE APRONS 15182124273036424854606672849034444444555667758 DIA58 DIA58 DIA34 DIA34 DIA34 DIA1 DIA 1 DIA1 DIA112PIPE112PIPE112PIPE112PIPE112PIPE112PIPE12 DIA12 DIA12 DIA58 DIA58 DIA58 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA34 DIA1212121212123434343434343434345588888891014412412512512NOTES:1.BARS AND PLATES AREHOT-ROLLED STEEL.2.BARS, PLATES AND PIPE AREFINISHED WITH 2 COATS OFALUMINUM PAINT.3.BOLTS ARE GALVANIZED.BOLT TO APRON 6" FROM EDGEOF CONCRETE 3 BOLT PLATESARE REQUIRED - 1/4"X4"X10"6" TYP.6"WALLPIPE DIA.A6"V-BARS6"MAXH-BARS1.1 M(3'-6")100(4)100(4)125(5)215(8 1/2)60(2 1/2)400(16)OPTIONAL HANDLING HOLEAND 600 (24) LONG NO. 15(NO. 4) REINFORCEMENT BARNO. 15 (NO. 4) BAR H215 DIA.(8 1/2)215(8 1/2)400(16)100(4)25(1)100(4)100(4)400(16)100(4)END OF PIPERODENT SHIELD INSERTED100 (4) TO 150 (6) INTO PIPEGROUT(TYP.)BACK OFHEADWALL25(1)25(1)7(.27)7
(.27)
PIPEI.D.AA300(12)300
(12)NOTES:AN ALTERNATE PAVED INVERT MEETING THEAPPROVAL OF THE ENGINEER MAY BE SUBSTITUTEDFOR THAT SHOWN IN SIDE VIEW.ALL DIMENSIONS ARE IN MILLIMITERS (INCHES)UNLESS OTHERWISE SHOWN.SIDE VIEWRODENT SHIELD PLACEMENTSECTION A-ADETAIL OF RODENT SHIELDBAR HFRONT VIEWCONCRETE HEADWALL FOR PIPE DRAIN(IDOT STD. 2362-4)ST54
DRAWING NO.8.2N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 DECEMBER 6, 2022
RA
DB
DLG
MCHENRY ILLINOIS
CONSTRUCTION DETAILS
RESIDENCES AT FOX MEADOWS
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone NON-PAVED AREASPAVED AREASNOTES:1. EXCAVATION LINE : PIPE SIZES UP TO 24", USE I.D. PLUS 20" PIPE SIZES OVER 24", USE O.D. PLUS 24"2. LIMITS OF TRENCH GRANULAR BACKFILL SHALL EXTEND 2' OUTSIDE ALL PAVED AREAS.3. BEDDING MATERIAL FOR PVC PIPE INSTALLATION SHALL COMPLY WITH ASTM D-2321-89, CLASS IA OR IB.TRENCH BACKFILL SECTIONSFOR PVC SANITARY SEWERPAVEMENT STRUCTUREGROUND SURFACEPAVEMENTSUBGRADEEXCAVATION LINESEE NOTE 112"SEE NOTE 1SEE NOTE 1SELECT
EXCAVATED
MATERIAL
12"
COMPACTED
GRANULAR
BACKFILL
(CA-6)
COMPACTED
BEDDING
MATERIAL
(CA-7)
COMPACTED
BEDDNG
MATERIAL
(CA-7)4" IN EARTH CUT6" IN ROCK CUTCLEANOUTCLEANOUT FRAME & COVERC.I.22.5° BENDSC.I.45° WYE CONNECTION6" CONCRETEENCASEMENTAROUND PIPEFLOW DIRECTION
DRAWING NO.8.3N:\2021\211232\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Det211232.dwg12/6/2022DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:211232 DECEMBER 6, 2022
RA
DB
DLG
MCHENRY ILLINOIS
CONSTRUCTION DETAILS
RESIDENCES AT FOX MEADOWS
DESCRIPTIONDATENO.
www.v3co.com
7325 Janes Avenue
Woodridge, IL 60517
630.724.9200 phone 45°WATER MAIN CROSSINGNOTES:1.CONTRACTOR MAY BEND WATER MAIN PIPE UNIFORMLY UNDER SEWERSWITHOUT USING FITTINGS PROVIDED THAT JOINT DEFLECTION DOES NOTEXCEED 5 DEGREES PER JOINT FOR PIPE UNDER 14" IN SIZE AND 3 DEGREESPER JOINT FOR PIPE 14" AND OVER IN SIZE. IF FITTINGS ARE USED,CONTINUOUS STRAPPING WITH RODS, STRAPS, NUTS AND BOLTS BELOWNORMAL WATER MAIN DEPTH ARE REQUIRED OR RETAINER GLANDS MAY BEUSED IN LIEU OF STRAPPING. RETAINER GLANDS TO BE CLOW NO. F-1058, ORAPPROVED EQUAL.2.COMPACTED MATERIAL BELOW SEWER SHALL CONFORM TO STANDARDSPECIFICATION FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS STD.DWG. NO. 20. AND 233.HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS ANDSEWERS SHALL COMPLY WITH SECTION 41-2.01 OF THE STANDARDSPECIFICATIONS FOR SEWERS AND WATER MAIN CONSTRUCTION INILLINOIS, LATEST EDITION.COMPACTED SELECT EXCAVATEDCLASS IV MATERIAL (SEE NOTE NO. 4)PROPOSEDD.I.W.M.GRAVITY SEWER TO BE WATER MAINQUALITY PRESSURE PIPE FOR ADISTANCE 10' ON EITHER SIDE OF THEOUTSIDE WALL OF THE WATER MAIN.EXISTING OR PROPOSED GRADE10'MIN.10'MIN.3'18"MIN. MIN.4"MIN.5' 6"VALVE BOXCONCRETE BLOCKWATER MAINSCREW TYPE ADJUSTMENTSFOR DEPTH. IN PAVEMENTUSE SLIDE TYPE ADJUSTMENTSC.I.VALVE BOX"WATER" ON LIDMINIMUM 5'-6" DEPTH
SELECT
EXCAVATED
MATERIALNON-PAVED AREASPAVED AREASNOTES:1. EXCAVATION LINE : PIPE SIZES UP TO 24", USE I.D. PLUS 20" PIPE SIZES OVER 24", USE O.D. PLUS 24"2. LIMITS OF TRENCH GRANULAR BACKFILL SHALL EXTEND 2' OUTSIDE ALL PAVED AREAS.3. BEDDING MATERIAL FOR PVC PIPE INSTALLATION SHALL COMPLY WITH ASTM D-2321, CLASS IA OR IB.TRENCH BACKFILL SECTIONSFOR PVC WATERMAINPAVEMENT STRUCTUREGROUND SURFACEPAVEMENTSUBGRADEEXCAVATION LINESEE NOTE 112"SEE NOTE 1SEE NOTE 1COMPACTEDGRANULARBACKFILL(CA-6)COMPACTEDBEDDINGMATERIAL(CA-7)
COMPACTED
BEDDNG
MATERIAL
(CA-7)4" IN EARTH CUT6" IN ROCK CUT
10
EXHIBIT E
• Staff Engineer’s Memorandum Dated February 16, 2023
• Residences at Fox Meadows – Fee Schedule
RESIDENCES AT FOX MEADOWS – FEE SCHEDULE
School Park Library Fire Dist Total/Unit
1 Bedroom $ - $ 2,110.00 $ 356.00 $ 356.00 $ 2,822.00
2 Bedrooms $ 718.00 $ 2,297.00 $ 356.00 $ 356.00 $ 3,727.00
BLDG. FEE PLMB. INS FEE WATER CONN. SEWER CONN.
Combined
WATER/SEWER
CAP. DEV.
1 Bedroom .25 / SF $84.00* $ 250.00 $ 250.00 $ 1,848.71
2 Bedrooms .25 / SF $84.00* $ 250.00 $ 250.00 $ 2,715.62
$84.00* - fee per unit, plus $28.00 per building
Water Meter Fees
3/4'' $ 225.00 2'' $ 2,050.00
1'' $ 325.00 3'' $ 2,500.00
1 1/2'' $ 600.00 4'' $ 3,700.00
6'' $ 5,100.00