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HomeMy WebLinkAboutOrdinances - 24-61 - 12/16/2024 - Redwood Prelim Plat, Zoning Amendment CITY OF MCHENRY MCHENRY COUNTY STATE OF ILLINOIS Ordinance 24-61 ORDINANCE GRANTING A PRELIMINARY PLAT OF SUBDIVISION, ZONING MAP AMENDMENT, AND PRELIMINARY PLAN APPROVAL FOR A CONDITIONAL USE PERMIT FOR THE REDWOOD PLANNED UNIT DEVELOPMENT LOCATED AT THE SOUTHEAST CORNER OF CHAPEL HILL ROAD AND IL STATE ROUTE 120, IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS Passed by the Mayor and City Council Of the City of McHenry McHenry County State of Illinois December 16, 2024 Published in pamphlet form by authority of the Mayor and City Council of the City of McHenry, McHenry County, Illinois this 17th Day of December 2024 ORDINANCE NO 24-61 ORDINANCE GRANTING A PRELIMINARY PLAT OF SUBDIVISION,ZONING MAP AMENDMENT, AND PRELIMINARY PLAN APPROVAL FOR A CONDITIONAL USE PERMIT FOR THE REDWOOD PLANNED UNIT DEVELOPMENT LOCATED AT THE SOUTHEAST CORNER OF CHAPEL HILL ROAD AND IL STATE ROUTE 120, IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS 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; WHEREAS, a petition has been filed with the City by Redwood USA, LLC., of 7007 East Pleasant Valley Road, Independence, Ohio 44131 ("CONTRACT PURCHASER") requesting zoning classification to permit construction of a non-owner occupied single-storytownhome neighborhood on a parcel of property described on attached"EXHIBITA"attached hereto("REDWOOD PARCEL"),which is part of a larger parcel legally described on the attached "EXHIBIT B" ("SUBIECT PROPERTY"); WHEREAS, a public hearing on said petition was held before the Planning and Zoning Commission on August 16, 2023 in the manner prescribed by ordinance and statute,and as a result of said hearing,the Planning and Zoning Commission did unanimously recommend to the City Council the granting of the requested Conditional Use Permit; and WHEREAS, the City Council has considered the evidence and recommendations from the Planning and Zoning Commission and finds that the approval ofthe requested Conditional Use Permit is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals and general welfare of its residents. NOW,THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CIN OF MCHENRY, MCHENRY COUNTY, ILLINOIS,AS FOLLOWS: SECTION 1:That the preliminary plat of subdivision entitled, "Preliminary Plat of Subdivision for Redwood of McHenry," prepared by CEMCON, Ltd. dated 10-10-22 and revised 12-6-2024 attached hereto as"EXHIBIT C" is hereby approved. SECTION 2:That LOT 1 and LOT 2 as depicted on "EXHIBIT C" is hereby granted a Zoning Map Amendment to RM-1 Low Density Multi-Family Residential District. That LOT 3 as depicted on "EXHIBIT C" is hereby classified as E Estate District in accordance with the City of McHenry Zoning Ordinance. SECTION 3: In granting said Zoning Map Amendment,the City Council finds that the approval criteria for Zoning Amendments listed in§11-5-5 of the City of McHenry Zoning Ordinance have been met. SECTION 4: That the REDWOOD PARCEL is hereby granted Preliminary Plan Approval for a Conditional Use Permit to allow a non-owner-occupied, single-story, townhome neighborhood Planned Unit Development subject to the following conditions of approval: 20 1. All development on site shall be in substantial conformance with the plans attached hereto in "EXHIBT D". 2. The Planned Unit Development Conditional Use Permit is specific to Redwood USA LLC and its successors, assigns, nominees, or successors-in-title; provided, however, Redwood USA LLC may assign its rights under this Agreement to a non-affiliate with the prior consent of the CITY,such consent not to be unreasonably withheld. 3. The CONTRACT PURCHASER shall work with the City of McHenry, Illinois Department of Transportation, and McHenry County Division of Transportation to resolve any access conflicts. 4. Any changes to the approved plans resulting from recommendations by the Illinois Department of Transportation or McHenry County Division of Transportation shall be reviewed and approved at the discretion of the Zoning Administrator. SECTION 5: In granting said Conditional Use Permit, the City Council finds that the Approval Criteria for Conditional Uses listed in §11-15-5 and Standards for Planned Unit Developments listed in §11-20-5 of the City of McHenry Zoning Ordinance have been met. SECTION 6: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 7: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 8: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 16th day of December,2024. Ayes Nays Absent Abstain Alderwoman Bassi x Alderman Davis X Alderman Glab x Alderman Koch x Alderman McClatchey x Alderwoman Miller X Alderman Santi x � \ Wayne Jett, Mayor Trisha Ramel, City Clerk 21 Exhibit A Legal Description of the Redwood Parcel THAT PART OF THE WEST HALF OF SECTION 31, TOWNSHIP 45 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 31; THENCE NORTH 00 DEGREES 19 MINUTES 07 SECONDS EAST, 1513.37 FEETALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 TO THE EASTERLY RIGHT OF WAY LINE OF CHAPEL HILL ROAD PER DOCUMENT 2023R0010847; THENCE NORTHEASTERLY, 155.24 FEET ALONG A CURVE TO THE LEFT,HAVING A RADIUS OF 1100.00 FEET AND A CHORD BEARING NORTH 24 DEGREES 38 MINUTES 35 SECONDS EAST;THENCE SOUTH 89 DEGREES 55 MINUTES 04 SECONDS EAST,97.59 FEET;THENCE EASTERLY 13.50 FEET ALONG A CURVE TO THE SOUTH, HAVING A RADIUS OF 183.00 FEET AND A CHORD BEARING SOUTH 87 DEGREES 48 MINUTES 13 SECONDS EAST; THENCE SOUTH 32 DEGREES 39 MINUTES 45 SECONDS EAST, 67.60 FEET; THENCE SOUTH 38 DEGREES 05 MINUTES 12 SECONDS EAST, 572.82 FEET; THENCE SOUTH 67 DEGREES 25 MINUTES 04 SECONDS EAST, 312.32 FEET;THENCE SOUTH 00 DEGREES 13 MINUTES 40 SECONDS EAST, 1077.00 FEET; THENCE NORTH 89 DEGREES 54 MINUTES 23 SECONDS WEST, 865.32 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 31;THENCE NORTH 00 DEGREES OS MINUTES 37 SECONDS EAST, 409.59 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS. 22 Exhibit B Legal Description of the Subject Property THAT PART OF THE WEST 1631.52 FEET OF THE WEST 1/2 OF SECTION 31,TOWNSHIP 45 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OF INTERSECTION OF THE WEST LINE OF THE WEST 1631.52 FEET OF THE WEST 1/2 OF SAID SECTION 31 AND THE CENTER LINE OF A PUBLIC HIGHWAY RUNNING IN A NORTHWESTERLY AND SOUTHEASTERLY DIRECTION AND COMMONLY KNOWN AS STATE ROUTE 120; THENCE SOUTHEASTERLY ON THE CENTER LINE OF SAID STATE ROUTE 120 AND BEING ON A CURVE CONVEX NORTHWESTERLY AND HAVING A RADIUS OF 28650 FEET FOR A DISTANCE OF 297.71 FEETTO A POINT OF TANGENCY; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO THE LAST DESCRIBED CURVE, AT THE LAST DESCRIBED POINT, FOR A DISTANCE OF 10.55 FEET TO A POINT OF CURVE IN SAID CENTER LINE; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND BEING ON A CURVE, CONVEX NORTHEASTERLY AND HAVING A RADIUS OF 1243.20 FEET FOR A DISTANCE OF 350.53 FEET TO A POINT OF TANGENCY IN SAID CENTER LINE;THENCE SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO THE LAST DESCRIBED CURVE,AT THE LAST DESCRIBED POINT, FOR A DISTANCE OF 378 FEET TO A POINT WHICH IS 222.23 FEET NORTHWESTERLY FROM THE NORTHWEST CORNER OF A CERTAIN DEED RECORDED IN THE RECORDER'S OFFICE OF MCHENRY COUNTY, ILLINOIS, AS DOCUMENT NUMBER 552643; THENCE SOUTHWESTERLY FOR A DISTANCE OF 462.61 FEET TO A POINT ON A LINE DRAWN 433 FEET SOUTHWESTERLY OF AND PARALLEL TO THE CENTER LINE OF SAID STATE ROUTE 120, SAID POINT BEING 235 FEET NORTHWESTERLY FROM A POINT OF CURVE WHICH IS ON A RADIAL LINE FROM THE POINT OF CURVE IN THE CENTER LINE OF SAID HIGHWAY;THENCE SOUTHEASTERLY PARALLEL TO SAID CENTER LINE FOR A DISTANCE OF 235 FEET TO A POINT OF CURVE; THENCE SOUTHEASTERLY ON A CURVE, CONVEX SOUTHWESTERLY AND HAVING A RADIUS OF 5208.38 FEET FOR A DISTANCE OF 31.75 FEET TO A POINT; THENCE SOUTH 34 DEGREES 22 MINUTES 04 SECONDS WEST FOR A DISTANCE OF 21.82 FET; THENCE SOUTH 58 DEGREES 17 MINUTES 02 SECONDS EAST FOR A DISTANCE OF 785.97 FEET TO THE MOST SOUTHERLY CORNER OF DOCUMENT NUMBER 456833 AND THE EAST LINE OF WEST 1631.52 FEET OF THE WEST 1/2 OF SAID SECTION 31;THENCE SOUTH ON THE EAST LINE THEREOF 2833.46 FEETTO A POINT ON THE SOUTH LINE OF PRAIRIE STREET, EXTENDED WEST, AS SHOWN ON THE PLAT OF KENTS ACRES UNIT NO.2,AS RECORDED IN THE RECORDER'S OFFICE OF MCHENRY COUNTY,ILLIN015 AS DOCUMENT NUMBER 353790;THENCE WEST ON THE SOUTH LINE OF SAID PRAIRIE STREET, EXTENDED WEST, FOR A DISTANCE OF 500 FEET TO A POINT;THENCE NORTH 0 DEGREES 44 MINUTES 00 SECONDS EAST 400.00 FEET TO A POINT;THENCE NORTH 89 DEGREES 15 MINUTES 00 SECONDS WEST, 1133.93 FEET TO THE WEST LINE OF SAID SECTION 31 TO A PONT WHICH IS 826.25 FEET,DEED DISTANCE,FROM THE SOUTHWEST CORNER OF SAID SECTION 31; THENCE NORTH ON SAID WEST LINE 3945.07 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS; EXCEPTING THEREFROM THOSE TRACTS OF LAND DESCRIBED IN THE DEEDS RECORDED AS DOCUMENT NUMBERS 688871,686427,619486,552643,614942 AND 98R00048867; AND EXCEPTING THAT PART OF THE LAND DEDICATED RIGHT OF WAY FOR PUBLIC ROAD PURPOSES BY DEDICATION RECORDED FEBRUARY 3, 1923 AS DOCUMENT NUMBER 57768. 23 EXHIBIT C Preliminary Plat of Subdivision for Redwood of McHenry prepared by CEMCON,Ltd.dated 10-10-22 and revised 12-6-2024 24 PRELIMINARY PLAT OF SUBDIVISION ��"�,�" FOR � — REDWOOD OF MCHENR Y � � � TMa TME�=r�A�F oF=E�.oN 3 ,ow�=�P��oR.� , Ra��E s N E,��ROPRN�PA��ERo�M��ENR.�o�N,..LL�o� _ �� ��� ��\/ U�; � �� �.«..,<. — � , �,— � o..�. - - � � , �, � ,=a � °\ � so ,o _ � ��i q;� ' o; - rv� so�, . ,� � � � „ s= � $ �� li 'r a _��s g i LOCATION MAP � � I .i � � ;. �>_� �� ��i ` ° �'� .o..� , ��-` 6 =� �o.� �,�s<, ��� _� _ , � � �� � .. � � �.— .a, ` � � � : I7 �� \ .��� \` RV�TPBLE III , � �\ � � ' � C__ ° ��— _'�� /� ,/ �:� � � � _, �w �` �� � � �"� �, ���� � � ,�, �� P �\ '� a�„ w� _ , ���- �' �$' .e. o.,�a�n�. - ° ,o aE oEou�o �� �� ��� � _ ,e� �,��. 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I I I ' � �o���� I � II � L--J I_ I --- _ � m o � si N�R J � __ l I I M�.cnune T I-—- � _—M:raxuHE ------ - ---------------------- ,a . -- � --- - _ T I � i 7 _.__�_ h �' I � ,��� _m� I ' �, I � ,6opn,� '" ,° CEMCON6J Ltd•vo^^<= � k°;o� a.�o� ��000.oa a��o�,K�, o,��oo�:o SHEET J OF 3 PRELIMINARY PLAT OF SUBDIVISION FOR � REDWOOD OF MCHENR Y -�-.�x�aE-—�—��ss�—=3ao 00�_�� � oo�o o�q� ——— � �� �_ _T — — MAmx��E i ��xE I - —- -I--7 ---------------------Mn;auxc-- I-- — ---- -- -- T �� _- _ ��. oo' II � EiBE �II ETBE I ,� I� II m j woExnu --- --------��----- ---------� _��� �� ,�rv�-6 E._�o — I o_os I �--- I--- _ �— I--- I� —�� _ �roan,� ��. I I I I F I I I I I I � I I a � � � � �� � I =-- ��. a� � �i � � �i � Z�� �i � o i �i i � �i �I aa�oa�w i m i�� ��� � i i m i m i i I�T� �¢ � ��� b�b_' � — i z �� i i � — � z���` —� j I l6���s�� I � �'� I I---,� .I �. -- - >>�= I I 6-�5 I � I I I I " �soan.� �,. � ���F m I l'L I I I -- I � —� I —I I i ,n�ds �r � � � �a�� �-- �--- `--- -- �� s ^ I I z o `1— � M pEE9p�'-�°-�:E,. � `---� I--------�I----- I-----I ------I I P�� I eree erae EreE �I eree I� "�J�. ,� ��• �-------- ----- ----- I---- — _ __ _ � �"`�o�n.� �.. � � �� '� �m"m4aEPo�n.� ��. � " ��own.� �,. g�9g PQIFZI �k�9 ���� ."�z�"`'a�oa,u� ��. � a �`zwwc'�aa�oan.� ��. . . _ � � . a.i. ga�'sz aEsoE.�.� ��. �z'R� aEs�oEH,�.< <. � �N esisoo w naa.sa'� �-_ ��. ���soE.r.� I� ����oar.� ��. u eeaeoo w assn��soo> �cEMcoiv9�` Lta. �°;oo a.,o� o�,000 oa a°��oa k,z o,,,�oo�o od��o=„�a o,- - _ EXHIBIT D Redwood Plans a. Redwood Material Sample Board dated 12-6-24; b. Preliminary Plat of Subdivision-Prepared by Cemcon, Ltd., revised on 12-06-2024; c. Preliminary Engineering Plan—Prepared by Cemcon, Ltd., revised on 12-06-2024, d. Preliminary Stormwater Management Analysis and Report—Prepared by Cemcon, Ltd.,revised on 08-02-2023, e. Preliminary Landscape Plan—Prepared by CT Consultants,dated 08-17-2023(No noted revisions) and Redwood Landscape Standards 4.1 dated 5-24-2022; f. Preliminary P.U.D. Plan—Prepared by Cemcon, Ltd., last revised on 08-07-2023; g. Report of Soils Exploration—Prepared by Testing Service Corporation,dated on 09-28-2022; h. Tree Inventory Report—Prepared by Urban Forest Management, Inc.and dated 08-30-2023; i. Overall Floor Plan—Prepared by MPG Architects,and dated 10-12-2022; j. Negative Findings Wetland Delineation Report—Prepared by Midwest Ecological,and dated 10-06- 2022.Approval of these plans and specifications are subject to receiving final approval of the Planned Unit Development from the City Council and further subject to receiving all required CITY pe rm its. k. Offsite Construction Exhibit prepared by Cemcon dated 10-3-2024; 25 �fr1�'..�'.�i r - � aY'-��:�.�{IX�.'Y: ,�k4lk. V�it�� I �T.v w� i. � Y<.>f ".(y. �� �j+~ }: '•� Y i'�?�� ,i� }��:rr.�?f`rvf ?:�i'. w�' .i'yC��.'fr��.' `,"xr, 'f'': ��;'• ,..A^:.�:r��';''z.{a'';}�i�`:�':!: .ri;+��.�,k�1'��� y��:"` 'i4���.:x �: .:c't�S',`,4. � � � � � �.,ti- - �'� ' - .,f..i�;.-.' .�.`i"" :'f•k� .i r ''.�� '�?r�:{'i_�f'= ':�:?� .,� f����.-y<.':rti; '.•!i:�. _ 'S`.3�>'d.��v� . �:��rr�..v�. '�r�� �`+% �':?� s',��,: �7:�5�:�.,,�� :� ��-. �,'}� ',�� / . 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STAT I ON I S LOCATED I I FT o W � Ni ' T NORTH OF CENTERL I NE OF ENTRANCE TO FORT MCHENRY � �Q �v o O N H9� �J�O4�� W ;�i ' '' � �� � rni � THAT PART OF THE WEST HALF OF SECTION 31, TOWNSHIP 45 NORTH, RANGE PLAYGROUND , 98 FT SOUTH OF MANHOLE I N 8 FT X 8FT � �� Q O.S9 �' "� 9 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: CONCRETE , 44 FT NORTH-NORTHWEST OF MANHOLE , 23 FT ` �J��a z; �' °� .O R � BEGINNING AT THE WEST QUARTER CORNER� OF SAID SECTION 31; THENCE NORTH OF TELEPHONE UT I L I TY BOX , I 5 FT WEST OF _2. �a R=183.00� � ^ ' NORTH 00 DEGREES 19 MINUTES 07 SECONDS EAST, 1229.63 FEET ALONG THE BACK-OF-CURB , AND 3 FT WEST OF EDGE OF CONRETE o , R=300.0� ; WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 TO THE S I DEWALK . NOTE-ACCESS TO DATUM PO I NT THROUGH 6 I NCH ` ' R=Ss.o' Mo � � L=13.50 � � �� � � EASTERLY RIGHT OF WAY LINE OF CHAPEL HILL ROAD PER DOCUMENT LOGO CAP . DATUM PO I NT I S 0 .4 FT BELOW CAP . r R=��.o� �,• � Chd. Brg.= N 87 4813 W , � 98R00048867; THENCE NORTHEASTERLY, 74.48 FEET ALONG A SAID RIGHT OF EVAT I ON : 746 R�M ' -� -- -- -------- ----- ____ ; i z � WAY, BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 1080.00 FEET AND 33.30' •� --�� �; i o o � A CHORD BEARING NORTH 21 DEGREES 57 MINUTES 17 SECONDS EAST; CP I 00 - FOUND MAG NA I L I N ASPHALT SHOULDER ALONG � R= 51.0� R i5o.o' �� �� ^; i �^,o <v Z THENCE EASTERLY 31.77 FEET ALONG A CURVE TO THE SOUTH, HAVING A SOUTH S I DE OF I LL I NO I S ROUTE I 20 NEAR NORTHEASTERN RE � �'� � � a � o J�' RADIUS OF 117.00 FEET AND A CHORD BEARING SOUTH 82 DEGREES 08 R=z.o' o , �� �� � �� � � o � 2�'� MINUTES 18 SECONDS EAST• THENCE SOUTH 89 DEGREES 55 MINUTES 04 MOST CORNER OF S I TE AS SHOWN HEREON . � C° -� o - �? Fi(�� _ �� �� �; i �j��� � � � � o � �� c� o � Q `� SECONDS EAST, 1 02.63 FEET; THENCE EASTERLY 13.50 FEET ALONG A CURVE � E D - - - - - � o � �;M� Q�, i � o'o �� =s5.o' - o; �c� � � � � W N M = T O T H E S O U T H, H A V I N G A R A D I U S O F 1 8 3.0 0 F E E T A N D A C H O R D B E A R I N G N : 2066588 .081 E : 1010888 .059 ELEV . : 769 . 334 . � N � � � M � o � � R=� .o' - � \ o � � �,�,°' v o� � �� i W �� o� o`�'J`� SOUTH 87 DEGREES 48 MINUTES 13 SECONDS EAST; THENCE SOUTH 32 �30.0' � �� �, ��zo � Q� o i m R=50.0' ------ --- ------_ � ` �v �, i ^ DEGREES 39 MINUTES 45 SECONDS EAST, 67.60 FEET; THENCE SOUTH 38 C P I I I - S E T M A G N A I L I N P A V E M E N T A T N O R T H W E S T �_ R-30.0� -� � � �' �% �'"� _ .. "'� ��oJ ��'� D E G R E E S 0 5 M I N U T E S 1 2 S E C O N D S E A S T 5 7 2.8 2 F E E T• T H E N C E S O U T H 6 7 CORNER OF THE I NTERSECT I ON OF CREST STREET AND H I LL � _ g5, �j �� �� �' o� ii; �o�, �2 � �-��� i �� ' ' � � �. � o, �, � � ;� �,�,,,,,�=c�, DEGREES 25 MINUTES 04 SECONDS EAST, 312.32 FEET; THENCE SOUTH 00 ROAD. ^ a' �` � \ , �� / \ � , „�0�0�, � Q Z �o,�.=�o�c�, D E G R E E S 1 3 M I N U T E S 4 0 S E C O N D S E A S T, 1 0 7 7.0 0 F E E T; T H E N C E N O R T H 8 9 �� , o Z � c� � � D E G R E E S 5 4 M I N U T E S 2 3 S E C O N D S W E S T, 8 6 5.3 2 F E E T T O T H E W E S T L I N E O F N : 2065309 . 273 E : I 01 I 747 . 228 ELEV . : 765 . 028 � � \�� � �a' ��o�'� �•�"� THE SOUTHWEST QUARTER OF SAID SECTION 31; THENCE NORTH 00 DEGREES R=s s.o'R o � �� ��� S, _�/� Q�, 0 5 M I N U T E S 3 7 S E C O N D S E A S T, 4 0 9.5 9 F E E T A L O N G S A I D W E S T L I N E T O T H E CP I I 2 - SET MAG NA I L I N PAVEMENT AT NORTHEAST , ,�. J R=115.0' / � � ,� ?� S2� = POINT OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS. CORNER OF THE INTERSECTION OF CREST STREET AND KENT � � Ha \ �� .' S O9, o ROAD. /� �O \ ���`L. /��. �2� S�� ,� - � ���� / � ti�, ,k � � , ZONING DEVIATION LIST: N : 2065302 . 687 E : 1012081 .472 ELEV . : 763 .080 � �°' � �' ?3S' 1 / O �i� / i� � 1. 11-8D-1 TABLE 1 UNCOVERED SPACE REQUIREMENT 73%THE �opP W� i O `L�' // , \ �p���� � ���� � PROPOSED SITE INCLUDES 50.4%UNCOVERED SPACE. 4j O i ro O� / \ �, // h�/� �, �i � ry� W � / O � \ V' �i� /�i � O �ti � � �i� �i��� � � y � � t � \ a�o , , �� SITE DATA. , s, ,,, , ,, �,� ; , \ W � \ J i �i� LOT AREA: t27.13 ACRES � � �� � � O �1 i� i, � � \\, �. � �,C� � � i�p�� CURRENT ZONING: UNICORPORATED � � �, t� ♦� � ��ohDc ����o, \ OW O \ ��� �j� PROPOSED ZONING: RM-1 PUD �`, � 5 - �'9,yF. \ � s ��' UNITS: 177 TOTAL UNITS . � / � ,, F.ES \ `� A 0 � / � UNIT BREAKDOWN: / � .. / s p, / � ' �i� ' TOTAL: 7-HAYDENWOOD UNITS(4%) ~"��"� i �� 80-FORESTWOOD UNITS(45%) ORM \� \ ✓R=25.0' � 8-FORESTWOOD UNITS EXT.GARAGE(5%) F��u� � / \ � 28-MEADOWOOD UNITS(16%) �� °'- �� \ � / \ '� 21-CAPEWOOD UNITS(12%) � N,4GEM �� � 4-CAPEWOOD UNITS EXT.GARAGE(2%) - / 29-WILLOWOOD UNITS(16%) � ^ � � O -21.0 � \ /��` 177 TOTAL UNITS= 6.45 UNITS PER ACRE � � � �� / F�21.0 O PHASE 1: 21.28 ACRES �i �p�� � � / / \ 7-HAYDENWOOD UNITS (6%) �,ro QF. / � O \ 62-FORESTWOOD UNITS (49%) �P � � 20-MEADOWOOD UNITS (16%) � / � � �'�� �'� F \ 17-CAPEWOOD UNITS (130%) ^ � O O 21-WILLOWOOD UNITS (16/o) r \ / �� \ 127 TOTAL UNITS =5.96 UNITS PER ACRE \ �O - \ / �.� PHASE 2: 6.14 ACRES � \ �h`O 18-FORESTWOOD UNITS (36%) ?• \ O \ 8 FORESTWOOD UNITS EXT.GARAGE(16%) � F 8-MEADOWOOD UNITS (16%) '� � easin \ \ 4-CAPEWOOD UNITS (8%) �� O \ 4-CAPEWOOD UNITS EXT.GARAGE(8%) F� / i� `�c�• O KIOSK C 8-WILLOWOOD UNITS (16%) AlK i .� u i i�� i r� i i I L/-1.J L I V I L � � F /f � 50 TOTAL UNITS =8.14 UNITS PER ACRE � � � ' / ,`� .p�. � � / � _ � � � R= 0' F �O A � , / \ � BUILDING SETBACK: SIDE TO SIDE 20 FT. ,� � _ � , � O / '6`�, � �/ � OO O F � REAR TO SIDE 45 FT. 1 O � � ��, O � � REAR TO REAR 50 FT. �\ / A6,,, O �T F \ 3 ?.32, FRONT TO SIDE 60 FT. \ � / PARKING: REQUIRED 360 \\\ \ / / � \ O N o O / � \ PROVIDED � �� / \ � OO / � GARAGE 180 � / \ ,, . DRIVEWAY 180 \� { \ � N '0 \ COMMUNITY PARKING 38 � �� � O \ O j O \ \ TOTAL 398 � � cn \��\ O \ OF 0 <y`�' � O \ OPEN SPACE: 13.99 AC.51.1%OF TOTAL � � o� � \�� O \ \ O �� \ IMPERVIOUS: 13.44 AC.48.9%OF TOTAL N� � O o¢� � � �\ ' r F �w�p j e�- \\�� � O \ °j�O1 / \ � \ = Qoo� �� � � � / / O � � ABBREVIATIONS C.�J�NU � _�o I � � F � / OO ,� �o • / N . - NORTH L . S . B . - LANDSCAPE BUFFER ��J M Q W �� O � OF e� _ � ,�ti S . = SOUTH REC . _ RECORD Z}_ � i � O .2� � F R-s�o' _>>> � E . EAST SEC . SECT I ON ��r o Q o � � � n � O O O / o � W. - WEST L - ARC LENGTH � / � v^,' � � - --� NW. - NORTHWEST R - RAD I US � Z �� � � O � \ / DOC . _ DOCUMENT R.O.W. - RIGHT OF WAY O�wzz ���a p p � ti`� l � \ � �� MON . MONUMENT Ac . - ACRES � � N O \ �j� � � O \ � � / R 4.0' O 0 - ON L I NE S . F - SQUARE FEET _ � Z � �� `, ti � R=35.0' O � � 18� B-B - BACK TO BACK I /4 - QUARTER +� .: c� \ �' R=39• � �T � 2pa3. �. B . S . L . - BU I LD I NG SETBACK B/C - BACK OF CURB � \ F � E.T.B.E. - EXCEPT I ON TO BLANKET F I P - FOUND I RON P I PE � rn �y � O / � 6 2 22 E-E - EDGE TO EDGE \ EASEMENT Z v � R=61.0' M / \ R=4.0 o IvI � � O � �O � -� V w / � � F � 4 � � rn � � � � � \ � O q � - e� / � LINE LEGEND � � �\ ��.W `yN C �� � � O O / I -- SUBDIVISION BOUNDARY LINE �,v, �,�_,_ � _ NN / OF (Heavy Sol id Line ) /`/ J \ � � � �\\: W � W R= .0' - LOT L I NE/PROPERTY L I NE \ `/�/ � �� .: O / _ N OM (Sol id Line ) �/ Y � ° \ O R-2 . � N / � =25. ' I \ O/ � R=39.0' � � � \\�� / � - � • - BUILDING LINE y �� ° � �-, _ _ _ R=4.0' � - � � (Long Dashed L i nes � '� \ 5 � � \\\\\� � ------ �O \ � R= O � - EASEMENT LINE/LIMITS OF EASEMENT � R �� n, _ � (Shor t Dashed L i nes 1 \ �\ � ' OO R 4.0 =25•0 1 F I - - CENTERL I NE �;:�_s_:.�. STORM � �� r F I (Single Dashed Lines ) _ � � O \ M,4N,4GEM W O O �O W -- - QUARTER SECT I ON L I NE I ' � - (Double Dashed Lines ) I O � ,� F � I o o I I � U � R�2 I O � O� fTl F � --- - SECT I ON L I NE � O � (Triple Dashed Linesl J N J � � 3 8 35 � ' � zz� z � z � 2 r . � F (Heav Dashed Lines ) �a�o w� °O M S 54� �44�� w �� s c h d S 9 8� � � � 22� 0 �F � 2 2 I O - P H A S E L I N E/L O T L I N E �C • I I o �o� , �Q � o s8 e��n � o, o � � 3 , oZa�� �� oo�n 55.0 � ? '� � N ��� I po�N v ` � � � o, � O O O I � � � � FLOODPLAIN LINE d � � cD�j �N I ` I �� " � � � (Heaviest Dashed Lines ) � g r�Z �a �cD " \ 1 _r,.� O O 51.00' M QOzw°�o Q � r I �L•�.:� W � - >�QON w~ J�� � I L- - J � - - . � NOTES �� Z �o> z �-- --� � � OO LOT NUMBERING HEREON IS CONSISTENT WITH THE �N J a "N J a � T I„I 769 � �o o PREDEFINED LOT NUMBERING SCHEME FOR THE z m � _ �"_ -�� :� __ - _ � _ _ _ _ _ _ . ENTIRE REDWOOD DEVELOPMENT. THERE IS NO o °° N CH • ' j N F BLOCK 1 AS REQUESTED BY CLIENT. \ � - - - - - - - - - -68 - - � �OO� O � �,p � • '� S O �OO� � �� O I � 3/4 INCH IRON PIPE OR MAG NAIL SET AT ALL LOT N I O ' ''�' E T E O O I 22� �O OTHERWISE NOTED NTS OF CURVATURE UNLESS � W W O O E E WO O O E T E O � I ALL MEASUREMENTS ARE SHOWN IN FEET AND � F DECIMAL PARTS THEREOF. W O v 69 � I DIMENSIONS SHOWN ALONG CURVES ARE ARC M � I � , � N o N 9' 9' " E � O I DISTANCES. O N O 34 R=s�. ' C DIMENSIONS ENCLOSED WITH ( ) ARE RECORD � � % o� - .o. _ � N • _ _ DATA. ALL OTHER DIMENSIONS ARE MEASURED. N � - � - R=25.0'_ _ ALL EASEMENTS ARE HEREBY GRANTED UNLESS - - O � �; �_ I - - � � OTHERWISE NOTED. � Z O �35 - - 0, R=4.0' - R=2].0� - - R=35.0' R 61.0' I R= 0 0' I P.E. - INDICATES PUBLIC UTILITY & CITY EASEMENT HEREBY GRANTED. SEE �, OO PROVISIONS FOR DETAILS. C � � O� O O O BLANKET GENERAL CITY EASEMENT AND UTIUTY o � �O EASEMENT OVERALL WITH AN EXCEPTION OF THE i v � OO F F I � I BUILDING ENVELOPE. Q � J O F O O OF � BUILDING ENVELOPES WILL BE DIMENSIONED AND � � a 22, F - - I �F LOCATED AT FINAL PLAT (DEVELOPED AS ETBE) a O Q wp � O � I�l 112.54� O� �' I�IO �18� OF I�T1 ' ��NM�n � I � � � � � I � � �o� � OM fTl O F fTl fTl F � fTl 2 ' 22' O o =Q o o J � I °�' I O °C O p FO _ PREPARED FOR: � c����_ ` - _ 1 _ � w =J p�Q � 22' O ^ O ZZ� Z � 22� O 0 O � _ � REDWOOD USA, LLC , _ � Z���� W I M 22� 2 � �; 22� � � 7510 EAST PLEASAN T VALLEY ROAD � ����� ;• � � � � ' � � O 22� INDEPENDENCE, OH 44131 � �, o�wZ � a � _ =� � ��, w � (216) 254-8425 � }��d � � R=3 .�_; I G 21.0' .0' I c� w� _ O fTl R=4.5, �5�- - - R= �=4.�- -R�.� - R=50. � 3 � o OF � I�IOO PREPARED BY: � � N Z 61.0' N R=61. O � CESTL C E � � � 1 a L� d a � OM � Z N N N N I ? 9 a � wo � _ �� 6y 2� 2 � Consulting Engineers, Land Surveyors & Planners � .�� �,�. � _ _ _ � � 2280 White Oak Circle, Suite 100 � Aurara, Illinais 60502-9675 � r PH: 630.862.2100 FAX: 630.862.2199 Y c� F ETB M J I M ET E I I M ET E M I M E BE � E-Mail: info�cemcon.com Website: www.cemcon.com m O OO � O O O FO OO � O OO OO O O 0 0 O DISC NO.: 848027 FILE NAME: PREOVER o .o ' �.o ' � o ' DRAWN BY: DDD FLD. BK. / PG. NO.: BK./PG. N \ � - - - - - - - - � - - - - - - COMPLETION DATE: 10-10-22 JOB NO.: 848.027 o �� - 591.26' � !- 274.06' - XREF : TOPO, PROJECT MANAGER : KTS � � REVISED: 01-13-2023/DDD, 04-21 -2023/DDD, Q w � 07-26-2023/DDD, 08-01 -2023/DDD, 08-07-2023/DDD, w J � � 12-06-2024/DDD 0 a Copyright Qc 2022 Cemcon, Ltd. All rights reserved. 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'�-K_:-ti�a2E.�ati�EL =1E=� '�� • � '' r ��;1' ' TYP. o � > W �. k X� I 'S rr � '�,I �� � W W J � > U � . �+-� 1- I 1 � '. ! .'c � � ��`��. .'.� _ I �, �' _ � � fn 0 � U f� �.�� � I' r'vr.e- r�ry,rr ..s e- :;�r.-- �,z - u—. • �,- ' 1:.�E'°��I.d ,.a- _ �•, ?E�.� F � �i I_ I•�.•.� � T-iE'-5 JJZ oE�=��= �.rif'•'ll'•L� Tv�.'��G•I� FF.EP.�FEa vvlL t7P TFEEs. �-:- L t r P! °� 1 .+�� �+I'.i:J.`°•'= yEE:-'�E�'� ti. i . ee.?�2� . ,�' —-0.,� � .. . . ��_- �.� : -E` C�EEFEF:TF.�I'�: ?��TE,�..i F�.t.�r�a�FR � —n.==F� ����•� ��9=e��,�- TYP. CAPEWOOD TYP. WILLOWOOD LANDSCAPE PLAN � _. _ __ . _ ��L�� 4� �. � o I I � ����_r��P.1=EaT�. �E . :re. .,�F LANDSCAPE PLAN 1ti,-`°'°°'1 -'E- � - °=--'''}= � � . .. lr'i• I r3E"T L � 6-� � '-��� I - --C�!aP.v� :C9 E _T�7 _= _�L l.t-�'e? F�7C}-E..�1L':=:FFE'.��1- =—L_F•E•.T � � zo J � — � o Q � � � o � � W W ° ZzJ � PATIO(TYP.) W J � �_'� '�7 C��_� :_-: I-�I _�C 'l�l C 1�, PATIO(TYP.) A/C UNIT(TYP.) RIVERSTONE NO. �C UNIT(TYP.) � = j M � ���� �Ih��t N�� ra�-="` 34&FABRIC AS (� � �. � ::FE ri v� '.;rFa ur��:.., 1E• ��vrtE RIVERSTONE NO. SHOWN (TYP.) � C � � � r.^TE1: � FL�_�.,�EC.�T' �'F� F TI•:'E-F-'_;4A � 6c?ESLrt#T2'7 i.� G�F�J,:+�FJ'•c til-y!a;,a.�P.li _�li-tiT.�Ls.'l�h•a TF�ic:4r.�n.:lJ`aTOF PRUhJPaC�s-Lrt eE _.�re:7T" I,.�^_�Fe C�v '.�7�=S LEF1T=s;1_E�L?:a—�____ __ ri ri�G r :EG. 34&FABRIC AS � C Z T� � SHOW Y @Rs. �C FE'T ���,^FEI .',�.TE F Lv�:-^F R��L F� �: �---_�_ ' .;. .+E.-�� 3° R TE.;LL.;r•],'sET I i13FEF h�F.�C � � N T P. " -- - J r%,�.iI�RE : ��P�rt_� •Cs 1=- I°F�-IE?��r• -L�7.]FfCEvT�1. TFl.� 1FL,�f:-��J a ������:E G=r,G r,1-�IFla.�REC ia , q_:�.=�••E -- � � FEGEtiT'•...c��_�rl�L'�I��P.@:,P.E':�i 7E�� a�i 1- y O ' �� T':•L5 T=��TEC I �J�ar•E�.;L'-��1R.E p,�,�r3�_ � '�O P�J4�71:.�_'?3:,.��J�.C+_�•.E:.T�F�_��=��i+J.L BIJIRL:.F::.C� !� ._•= •,irJE FR ..1 i� .:,t�JC ti1Ce �F 6�LL �Ef�? T./ Q I,�I t,�t /� I,�I � ` TY E 2 Q � �F-I�JB Ir. Fi=iLE. =E5 T_•=uF 3�1L 1.='.wEn:�E Flt �F-i 3F:,7E. EraCra.EG Iha.}mm LS.;.Fi_�2EP f�dE ' ` •3. L :,1`1FaL IN:z•?:.;:�_ ?:� I I �� I� L� ��Z�Y Y�O� I"I�l-CD Y`l��D � r J I1 V N ti. ._u� ao � �- � ��.5 I r� '1'•E ti�FA��.C}?.�FFF.��EC EfJU:,L - --- OR� WOO T <.E- PEP 7PEE � ��°E�c' a ' F T D � a Z � :r1 �,FP_7 a=•:"���ti�,iTr+F : �_� T e-. ]4a ]RI5'E _P..s o;F�E..LPP_'i`. ���..i �r-'�J 3"FIFr li' i o-�Lo •�:^F T'G7 � -+ L a-S�rot ' 'EF'FEE �� � � Z � Q f JP �ER. ' L TI +F :t� �� A B � � �` O = Qz Z . 'il� . �7:'::1�d.�+_: ti i� �� i . :t'=.�=:= 3�.� SFILLIi•v,,T�}.:�-E : 'F T EF.w•�Ey I4 i I UNIT y W r�� °x '•E'-=L:.;v� F_a c . y'_=f�=�7T -r� �� T}hJ� v FFE�-ErrT �F�•�-� _� �' PLANTINGS V W f 5 i -- � O � �.' - �����o�'f � � .:,,�fi��r Er�s_•.T -- (TYP.) a _ �ti J • _ ti ,. � _=. .-_ . . � __ �-'�4'�, •�,^�:-. , .-. , -.�_-��'� ��:=L��_��F � �- _ + � ' � O W _ _ � _� r _� - w . _ 4�` �� F�a_ :=�::-F,•:�:_.,,Ui�te.;e� ".:_•_��._ . UNIT N Q - I = �.�.�w vr�_F�•,i;�E a-�i�`-� �.� PLANTINGS + � 0 �- �� � , .— . � (TYP.) OD � � Z .' ',�"' �,� .�`�_ _��'-. a >._i - _ "-`a � Fi]:",�i...11-:Ei.: TF .^.F _L*-RL'i � � .-`�;' `s'__. .:s`— _I" TVf�F Ft"'��'�-,L I°EFf FPEE:.:,� � QQ � � F t?-IEP.TF?.,��=Falr-IEG ti�.=Lt .. � - .. s��� - -' _� ' e• -'�-� s.rr�._3��:,ti"EP.r�F '�--CF. [�� •:��r •-� �� �O SIDEWALK STONE � Q J � �}•'� .• �•�a_ :�LI:°.-tir}.•=1�E= PI.E�,��_�H�c�?„�ei�xy:,r.�Trvurar'- (TYP.) MULCH � J Q Z _—=r.;__ f - --`":?� f� E .E .,� �; � q • �'�i r t � '' _ `" _ i E kjC a�IJ?ia � TYP. ��� i- , . F�? �'� I- `�!L 1 -? I � . . ., � ? i' _- s..•_��: � � . ,9 Ff° � . � , Vl _ L,,,_C +�,i!Li . _�_ Ca?C�TL. L�4� . _ _. . . O SIDEWALK . . ... -. r- ER vICEN�,. 2 O � � . . -� -- -- . '-I�-_.' -t1 �-ti. I ., / r �: . . � r '� QF R.O�-i='.L. - • . � J :�,. f"� ,f �� . o •� ��. �_ -�re:�-�EG t�rC'= + SIDEWALK � , , . � ( Y ) � Y > W 4_ { _r_E ' i �� �..'.,r,Y� � c - _.s• °j°�� OO T P. � • T P. W s=- - �- �'�- r �/ ' 'ti_ ti�`� �` � . �e -'•'r.FE=:.S•.z._� ��iE. i LL ;.,., :.y_. : � °' _-- -- - _ .� . — r z.. . ,.I_E _-FF_�_��.:-J�L ,l '^{� . � _��;�_ =FE.•:_t .,. :=:r� .. - -�°IT: .� E:_. .-'_ � � i' _ f f_;, ::. _, . ����� I � �- �� ` �'c-�--:�� T���•��-I ?:.w _ �ti�'c-.�_ , : :.-l�_! _�.i_-I � q i � i , `t+ , I� �;P!=�!t �F-_''E�.=1L � ��_ .:1T Et�.�.':.-E 3E_Le�'?=•r�� - - -- 7L•I.uT D:ti.::'�-E 3E_v�-•,- ��_:-�_�—�•�--:_��.—�:_ _���---- 7v���:._��,, —►�y�FEGE���� TYP. MEADOWOOD/FORESTWOOD TYP. BREEZEWOOD LANDSCAPE PLAN LANDSCAPE PLAN PROJECT NO. 220773 P LA N T I N G D E TA I L S TY P I CA L U N I T LA N D S CA P E P LA N S DISCIPLINE LAN D NOT TO SCALE NOT TO SCALE SHEETNAME L-3 SHEET OF 3 3 H:\2022\220773\DWG\SHEETS\L 220773 RLANDSCAPE2.DWG-L-3-8I18/2023 9:02:08 AM-RICHARD WASHINGTON DECORATIVE CONTINUOUS RIDGE VENT �°��ER-TYP. P R E L I M I N A RY LOMANCO ALUMINUM SLANT BACK SHAKES 12 CONTINUOUS RIDGE VENT 12 DECORATIVE LOUVER-TYP. ROOF VENT#750. INSTALL PER 8'-0" '-0" MIN. '-0" MIN. MANUFACTURER'S RECOMMENDATIONS _ —�5 BEARING — 5� ASPHALT SHINGLES NOTE!!! � � 12 � �� (SUNROOM) ,2 THIS DRAWING IS NOT ASPHALT SHINGLES 5� EL :+9'-1" —�5 SHAKES FOR CONSTRUCTION GUTTERS AND DOWNSPOUTS � TRUSS BEARING � TRUSS BEARING GUTTERS AND DOWNSPOUTS EL :+8'-1" �, EL :+8'-1" HORIZONTAL SIDING � � � � �'�, � � � �� VINYL"BOARD ON BOARD" PRIVACY FENCE REVISIONS CORNER TRIM �� FINISHED FLOOR �� ' FINISHED FLOOR �� CORNER TRIM � � EL :+0'-0" EL :+0'-0" STONE VENEER � -� STONE VENEER HORIZONTAL SIDING - - - - - - - - - - - � - - - - - � - - 1 - - - - - �- - - - -� — - - - - - - - - 1 - -� - - - � - - - - - - - - - - - � - - - - - - - - � - - - - - - - - - - SINGLE HUNG WINDOW WITH REINFORCED CONCRETE 4"TRIM (TOP AND SIDES) 6x6 P.T. WOOD POST WITH SINGLE HUNG WINDOW WITH FOOTING HALF-LITE DOOR PVC SLEEVE. COLOR: WHITE 4"TRIM (TOP AND SIDES) PARTIAL SIDE ELEVATION HIGH PROFILE SIDE ELEVATION N°TE: HIGH PROFILE SIDE ELEVATION HIGH PROFILE SIDE 5 SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" ELEVATION OCCURS AT SCALE: 3/32" = 1'-0" FORESTWOOD LEASING OFFICE STREETVIEWONLY CAPEWOOD CONTINUOUS RIDGE VENT ASPHALT SHINGLES TRUSS HORIZONTAL SIDING BEARING (SUNROOM) - — GUTTERS AND DOWNSPOUTS EL :+9'-1" � TRUSS BEARING EL :+8'-1" � ■ ■ � ■ � ■ � ■ � CORNERTRIM � 6x6 P.T. WOOD POST WITH PVC � FINISHED FLOOR wc n�c rvc wc ,�c �� SLEEVE. COLOR: WHITE � � �M � EL :+0'-0" 1'-0" 1'-0" 1 -0 STONE VENEER � � � � V � �� . . • — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LI CflCD (a � NOTE: 2-LITE SLIDER WINDOW 6 HIGH x 8 WIDE VINYL SINGLE HUNG WINDOW � O � Cfl CO PRIVACY FENCE (TYP.) WITH 4"TRIM (ALL 4 SIDES) O O �' i"' STONE RETURN OCCURS WITH 4"TRIM (ALL 4 SIDES) M M � � V ADJACENT TO HIGH R EAR E L EVAT I O N PROFILE SIDE ELEVATION � � (B L ONLY SCALE: 3/32�� _ ��-o�� LEASI NG OFFICE, FORESTWOOD, CAPEWOOD � � � �� � p � w ca � DECORATIVE CONTINUOUS RIDGE VENT � 0 LL Q LOUVER-TYP. � � � ASPHALT SHINGLES �,r� SHAKES DECORATIVE LOUVER-TYP. Q N LIGHT FIXTURE � � � � V - 12 - - 12 - — SINGLE HUNG WINDOW WITH N —�5 _5� 4"TRIM (TOP AND SIDES) z W ,� TRUSS�BEARING _ — GUTTERS AND DOWNSPOUTS Q � EL :+8 -1 �� r0 0 r0 0, � r0 D�rO 0, r0 O�rO 0, � � r0 D�rO 0, r�O�r�0, 9 � r0 D�rO 0, � � � �� �� �� � �� �� �� �� �� �� �� �� �� �� �� �� �� �� HORIZONTALSIDING � � �0���0 0 0��0 0 0 0��0 0 0 0��0 0 0 0��0 0 0 0��0 0 ,� FINISHED FLOOR �� �DOJL00� 00 00 00 00 00 00 00 00 00 0 CORNERTRIM • r , EL :+0'-0" z LI LL - - - - - - � - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - � - - - - - - - � - - - - - - - - - - - - - - - - - - � - - - � - - - � - - - - - - - - - - - - - � 6x6P.T. W00DPOSTWITHPVC z � FULL LITE DOOR 6x6 P.T. WOOD POST WITH PVC SLEEVE. COLOR: WHITE � � SLEEVE. COLOR: WHITE SINGLE HUNG WINDOW STONE VENEER SINGLE HUNG WINDOW WITH 4"TRIM WITH 4"TRIM (ALL 4 SIDES) (TOP AND SIDES) F RO N T E L EVAT I O N OVERHEAD GARAGE DOOR 1 SCALE: 3/32" = 1'-0" � N LEASING OFFICE, FORESTWOOD, CAPEWOOD z o ' : 194'-0" (OVERALL) O N J � CV J � : — „ 40'-0" 28'-0" 28'-0" 28'-0" 28'-0" 42'-0" � � _ LEASING OFFICE FORESTWOOD FORESTWOOD FORESTWOOD FORESTWOOD CAPEWOOD Q � _ � aae , , a Q , ,ep , , � � a� �� , aae ��a � m J • �' PATIt� , , ° , ° , a , . , ° ° e ° o v W O " a� a a e e a e g ' a a eoe 8�e e � e , a 9 ' a a J � W ■ AC a — , a , _ o a � � � — , , a , _ o a � AC w O ^ �.L � p � MASTER . . Q BEDROOM MASTER Q w � � � � �t' y ^`j�� ��� :_5 � DEN BEDROOM DEN 7 � ,.��; .�� `� ���� � MSTR. MSTR. L � � 4 �'� , � O � � I BATH Q BATH - :� �O '�,�. o R�E T- � � - - - - - - - - - - 7' !`,�v�Y— � lR j��',�'. �. � M � ��ITCHEN Q WALK-IN — — O O — — — — 0 � ALK-IN ° � ° , ' p L •,` ,,� °�"�`'"-�: ; "`�� • � CLOSET GREAT " �, • ° � Z �.�!� ' .h��.'v` ..j_� O e , o '' � � MECH. O O O CLOSET ROOM � PA�10 ° o � -�.•�"�.,�.�.„. : . _=� O ° J `<'"a' '�.. � ��'�r� p � � � � � °� ` ° ° ° �/ � �x'�� � T q � a w4 o PE O� GREAT �O O�� �� �I MECH. > ', , � ° � LL � �,�- :-� - _,�, C,: � 'y.:�- a e was� oFF�cE � ROOM �� �n C�� � EXTERIOR FINISH MATERIAL SELECTIONS 7 -��.� ,� ' �'� ��;�'_ _"X � O � � Q � � � � LL LAUNDRY L '� �` ,' ` a aP RCFf 1 � t, , �.�� a � ITEM: MATERIAL/STYLE: COLOR: w � � y _ ��'-_ � STORAGE BATH 2 LINEN /,- � � �, ,4��� �� �' � BATH 2 � Z ?_ , — — — — O ,. - � � -��- ��' � �� ° a O O O O SUNROOM � DECORATIVE LOUVER VINYL WHITE O U --- �_. .� .� �' ♦ �r, w N "i ��i,;`" `�� � � i�l �7 � -� ' � � O ASPHALT SHINGLES DIMENSIONAL 30 WEATHERED WOOD J N � ;� I i — „� �� ;I:i � , !'' OFFICE = � � � CLOSET KITCHEN \ YEAR LAMINATED r �-�� �,��.�, � �- , "� _ _-�: v � I t,,� 1;— �}� CLOSET KITCHEN °O N Q O �� � �:'' '-"� `�'� BEDROOM ° � O y�° �_ y GUTTERS AND PREFINISHED WHITE �- . 2 PANTRY BEDROOM ENTRY e O � ^ � � DOWNSPOUTS ALUMINUM �7 � :�w •3,t ` �� �'''r ::�� /�� j',°t��^r��a ° , � ° °° a a ENTRY , ° a . � , , °, 2 ° �° �PQR� ° e, L ~ O J �. <� � • � `�;"s����„ , �� " '� o _ = o a , a ° COV F�ED 1NALI� AY �� . a 9 a° � �, � 9 a° � ° °, °� HORIZONTAL SIDING VINYL VARIES U � -r�r • ' � ���'",;�'"��c�?t� ° � � ` ° ' � � � ° ,.� ' , .. '� �� ��M RECEPTION � , o � w � � SHAKES VINYL VARIES � � Z 'r + ��,.���y�} , ° a � p CLOSET � o ° o e p — � 0 �` � ,�. � ' � ' ?7� � < < ��`� 4,,��, , ° CLOSET , ° , ° PANTRY , w ,:',- ��� � �'�'��: o � ° � ° � ° CLOSET p CORNER TRIM VINYL WHITE � � w = t�f k.'• ���'Z AtY'` ��f� �°''�}'�S� ° , ° a C � � G STONE VENEER PRESTIGE OHIO SOUTHERN �:; ���`���yw4 , v , a � � � � ` -�� �.��':� �s; ° a � �POR�Fi v ° � o GARAGE LIMESTONE ._.k�� � m � GARAGE `!� �.7 .��.. �r� Ci�'..`�''��Dr �.�.�.i?`, ?ry 11� e,'N�,+. ., ° . a �, OVERHEAD GARAGE DOOR RAISED PANEL WHITE e PAN STEEL � SINGLE HUNG VINYL STANDARD WHITE WITH COLONIAL PATTERN FLAT GRIDS 6'-6"X 6'-8"SLIDING PATIO VINYL WHITE OVERALL FLOOR PLAN DOOR . NOTE: SCALE : 3/32�� = 1�-O�� L EAS I N G O F F I C E FO RESTWOO D CAP EWOO D ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE 1 OF 4 > > AND LEGIBLE FROM THE STREET OR ROAD. DECORATIVE CONTINUOUS RIDGE VENT �°��ER-TYP. P R E L I M I N A RY LOMANCO ALUMINUM SLANT BACK 12 12 DECORATIVE LOUVER-TYP. ROOF VENT#750. INSTALL PER 8'-0" '-0" MIN. '-0"MIN. MANUFACTURER'S RECOMMENDATIONS _ —�5 CONTINUOUS RIDGE VENT 5� ASPHALT SHINGLES NOTE!!! � � �2 12 THIS DRAWING IS NOT ASPHALT SHINGLES 5� �5 SHAKES FOR CONSTRUCTION GUTTERS AND DOWNSPOUTS � TRUSS BEARING � TRUSS BEARING GUTTERS AND DOWNSPOUTS EL :+8'-1" EL :+8'-1" HORIZONTAL SIDING � `� �� � � � � � VINYL"BOARD ON BOARD" PRIVACY FENCE REVISIONS CORNER TRIM �� �� � FINISHED FLOOR � FINISHED FLOOR HORIZONTAL SIDING 1'-0" EL :+0'-0" �, �„ EL :+0'-0" STONEVENEER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STONEVENEER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORNERTRIM — — — — — — — — — — — � — — — — — � — � — REINFORCED CONCRETE SINGLE HUNG WINDOW WITH SINGLE HUNG WINDOW WITH FOOTING 4"TRIM (ALL 4 SIDES) 4"TRIM (TOP AND SIDES) PARTIAL SIDE ELEVATION STANDARD SIDE ELEVATION HIGH PROFILE SIDE ELEVATION 5 SCALE: 3/32" = 1'-0" � SCALE: 3/32" = 1'-0" � SCALE: 3/32" = 1'-0" FORESTWOOD MEADOWOOD MEADOWOOD CONTINUOUS RIDGE VENT ASPHALT SHINGLES SINGLE HUNG WINDOW WITH — 4"TRIM (ALL 4 SIDES) - LIGHT FIXTURE � TRUSS BEARING GUTTERS AND DOWNSPOUTS EL :+8'-1" � � � � � � � � � � � CORNER TRIM � FINISHED FLOOR a�c wc nic wc nic ,vc HORIZONTAL SIDING O N �C'7 � EL :+0'-0" �, �„ � � � M � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � lf� 00 � � — — — — — — — — — — — — — — — — — — — — — — — — — — t� - - - - - � � � � � NOTE: 6' HIGH x 8'WIDE VINYL 6'-6"x6'-8"SLIDING PATIO DOOR Cfl CO � = V STONE RETURN OCCURS PRIVACY FENCE (TYP.) O O �,Q � ADJACENT TO HIGH � M � � � PROFILE SIDE ELEVATION R EAR E L EVAT I O N M M � � V 2 � L ONLY SCALE: 3/32�� _ ��-o�� M EADOWOOD , FORESTWOOD , M EADOWOOD � � � �� � p � w ca � DECORATIVE � 0 � � LOUVER-TYP. � � � M SHAKES CONTINUOUS RIDGE VENT Q N ASPHALT SHINGLES � � � � V _ 12 12 DECORATIVE LOUVER-TYP. N � �5 — =5� z W ,� TRUSS�BEARING GUTTERS AND DOWNSPOUTS Q � EL :+8 -1 � ,� , � ,� , � ,� , � ,� , � ,� , ,� � � �0 �0 � �� �� � 0� 0� �0 0� � �� �� � 0� 0� �0 �0 �� �� � �0 00 LIGHTFIXTURE � 00 00 00 00 00 00 00 00 00 00 �0 00 � I 0 0��0 0 �0���0 0 0��0 0 �0���0 0 0��0 0 0 0��0 0 ,� FINISHED FLOOR 0 0 0 0 0 0 0 0 0 0 0 0 0� 0� 0 0 0 0 0 0 0 HORIZONTAL SIDING • r , EL :+0'-0" z � - - - - - - - - - L - - � - - - � - - - - - - - - - - - - - - - - - - - � - - - - - - - � - - - - - - - - - - - - - - - - - - - � - - - � - - � — CORNERTRIM Q � SINGLE HUNG WINDOW STONE VENEER � Q WITH 4"TRIM (ALL 4 SIDES) F RO N T E L EVAT I O N OVERHEAD GARAGE DOOR 1 SCALE: 3/32" = 1'-0" � N M EADOWOOD , FORESTWOOD , M EADOWOOD z o ' : 168'-0" (OVERALL) O N J � CV J � : 2s�-o° Zs�-o° 2s�-o° Zs�-o° 2s�-o° 2s�-o° — " � � — MEADOWOOD FORESTWOOD FORESTWOOD FORESTWOOD FORESTWOOD MEADOWOOD Q � _ I �� �, � �oe e, o � ° o ° e� �o . , � � a� �� , , ° � a �e , e , � � a� �� , , a° ��e oo � � e �e o � m J • � � � a `;� -, ' e � p e e „ e � � � ° ° � a a a, „ e � � � ° ° � a a o, � � PAT�O` ` W � w r , �r1 "s +� �'' *;.� ; „ � p � � ❑ �e o ee, ,a Qa ❑ ❑ �e e ee, ,a da ❑ ac o � —� C~j ■ � . . �>:., � _ _ � � � __ W � . � � , � � o ,.; � QI I`�y �' `' �� . 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O O O O O 0 � DECORATIVE LOUVER VINYL WHITE O U ,�' k�� .; _.Y�lid � ''� - � , w N � '`�-��` '. �l�-� t o ASPHALT SHINGLES DIMENSIONAL 30 WEATHERED WOOD J N � � I I��' ��lL �` �► - �� ,I` 1 I � � \ YEAR LAMINATED � � � " _ �y d� '� _ ,�, ' l LAUNDRY KITCHEN °O N Q O d� y' _" � - ��� � ' _ �.� •y R�, �.�. - �. '� , I i, , ` _, CLOSET GUTTERSAND PREFINISHED WHITE � O � - ��L, �- �� DOWNSPOUTS ALUMINUM 7 � J --- __ �' , BEDROOM ENTRY � pp O -- � � - _ e ° ° e g � . , ° s � ' ` L .. + � p ° a� a e p ° a� , 2 ° � HORIZONTAL SIDING VINYL VARIES Q U � 4u �{'i� F la,5 � � �j,M� I r +` _'_ , , , � LL 4 f a � � e e � , a r �- „ �' '� �' `a a � � p � p PANTRY e , SHAKES VINYL VARIES � � Q Z rr! , . s , t � ,� �t t < ,k. �yY�,�� r ; , � i � c� y',., S F t�, � , rj- � �� �. .� y• '!„V�l�\{+{��I��. �'.T � �t! � � `�, �YfS,�'Y�LbS�. ,f� si.... �1 ° ` , , ` , ` � L.L W � CLOSET �.h�:"�f!' ��,,Y`;k. � �o+,�. ti t��t�. 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NOTE: SCALE : 3/32�� = 1�-O�� M EAD OWOO D FO RE STWOO D M EADOWOO D ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE 2 OF 4 > > AND LEGIBLE FROM THE STREET OR ROAD. DECORATIVE CONTINUOUS RIDGE VENT �°��ER-TYP. P R E L I M I N A RY LOMANCO ALUMINUM SLANT BACK SHAKES 12 CONTINUOUS RIDGE VENT 12 DECORATIVE LOUVER-TYP. ROOF VENT#750. INSTALL PER 8'-0" '-0" MIN. '-0"MIN. TRUSS —�5 TRUSS 5� I I I MANUFACTURER'S RECOMMENDATIONS — BEARING BEARING ASPHALT SHINGLES NOTE... � � (SUNROOM) 12 (SUNROOM) ', �2 THIS DRAWING IS NOT ASPHALT SHINGLES EL :+9'-1" 5� EL :+9'-1" �5 FOR CONSTRUCTION GUTTERS AND DOWNSPOUTS � TRUSS BEARING � TRUSS BEARING GUTTERS AND DOWNSPOUTS EL :+8'-1" EL :+8'-1" HORIZONTAL SIDING �� ` �� � � � � � � �� VINYL"BOARD ON BOARD" � , � � PRIVACY FENCE CORNER TRIM �� FINISHED FLOOR �� REVISIONS � � FINISHED FLOOR �� CORNER TRIM EL :+0'-0" EL :+0'-0" , „ , „ STONEVENEER ��-�� _ _ _ _ _ _ _ _ _ � _ � _ L � _ _ _ _ _ _ _ _ _ _ _ � STONEVENEER 1 -0 1 -0 � - - - - - - - - - - HORIZONTALSIDING — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — REINFORCED CONCRETE SINGLE HUNG WINDOW WITH 6x6 P.T. WOOD POST WITH SINGLE HUNG WINDOW WITH FOOTING 4"TRIM (TOP AND SIDES) PVC SLEEVE. COLOR: WHITE 4"TRIM (ALL 4 SIDES) PARTIAL SIDE ELEVATION HIGH PROFILE SIDE ELEVATION NOTE: STANDARD SIDE ELEVATION HIGH PROFILE SIDE 5 SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" ELEVATION OCCURS AT SCALE: 3/32" = 1'-0" FORESTWOOD CAPEWOOD STREETVIEWONLY CAPEWOOD CONTINUOUS RIDGE VENT ASPHALT SHINGLES TRUSS BEARING 2-LITE SLIDER WINDOW WITH (SUNROOM) _ —_ 4"TRIM (ALL 4 SIDES) EL :+9 -1 — — GUTTERS AND DOWNSPOUTS � TRUSS BEARING - LIGHT FIXTURE EL :+8'-1" � � � ■ � ■ � ■ ■ � � � 6'-6"x6'-8"SLIDING PATIO DOOR � FINISHED FLOOR wc wc wc wc �� HORIZONTAL SIDING O N �C'7 � EL :+0'-0" � �� � �� I� � (B M 1 -0 1 -0 CORNER TRIM ~ � � M V � - - - - -�- - - - - - - - - - - - - - lf� 00 1 � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6' HIGH x 8'WIDE VINYL SINGLE HUNG WINDOW Cfl CO � � �"' PRIVACY FENCE (TYP.) WITH 4"TRIM (ALL 4 SIDES) NOTE: C4 CO �O � STONE RETURN OCCURS O O � �' R EAR E L EVAT I O N ADJACENT TO HIGH c'7 M tA C � � 2 PROFILE SIDE ELEVATION � � L SCALE: 3/32�� _ ��-o�� CAPEWOOD, FORESTWOOD, CAPEWOOD ONLY � � � � � p � w ca � DECORATIVE CONTINUOUS RIDGE VENT � 0 LL Q LOUVER-TYP. � � � ASPHALT SHINGLES �,r� SHAKES DECORATIVE LOUVER-TYP. Q N LIGHT FIXTURE � � � V _ 12 12 SINGLE HUNG WINDOW WITH N W � �5 � -5� 4"TRIM (TOP AND SIDES) z � TRUSS BEARING GUTTERS AND DOWNSPOUTS Q � EL :+8 -1 �� � � ,� , �� r ,� , � �� �� r ,� , � ,� , � �� �� � � ,� � � 0� 0� �0 �0 0000 �0 �0 0000 HORIZONTALSIDING 00 00 00 00 00 00 00 00 00 00 � I �0���0 00��00 00��00 00��00 00��00 � FINISHED FLOOR 0� 0� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CORNER TRIM • r , EL :+0'-0" z � - - - - - � - - - - - - - - - -�- - - � - - - - - - - - - L - - - - - - � - - - - - - - - - - - - - - - - - - - � — — � - - - � - - - - - - - - - - - - - � 6x6P.T. W00DPOSTWITHPVC z � SINGLE HUNG WINDOW SLEEVE. COLOR: WHITE � � WITH 4"TRIM (ALL 4 SIDES) STONE VENEER F RO N T E L EVAT I O N OVERHEAD GARAGE DOOR 1 SCALE: 3/32" = 1'-0" � N CAPEWOOD, FORESTWOOD, CAPEWOOD z o ' : 168'-0"(OVERALL) O N J � CV J � : 42'-0" 28'-0" 28'-0" 28'-0" 42'-0" � — CAPEWOOD FORESTWOOD FORESTWOOD FORESTWOOD CAPEWOOD � � � Z �� � � , �, , a Q , ,e o e , ,° Q �,� � m J . � ; ��tl, � t . — , .� � � , a „ Do p . , ° ° a PATIQ a ea J � ' ` ' E� ��i� �e., ''- � . e a a ,a � ❑ °° O 8 0 0 9 a° AC AC (� � � - _ ;.��,ti , �'' � � � w O � . , . � � �� - w Q �'� ,���> MASTER ' `� �'' �p BEDROOM MASTER Q � ,'�'�� ' R' � �.'� _� DEN BEDROOM DEN � � ��, �,.L. Z Q U �t MSTR. MSTR. � � � '���., � `�� ��/�;�' ���. 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'/ J � O BATH 2 � � ITEM: MATERIAL/STYLE: COLOR: � w �� �.�. � 't O Z � '� 'Q � � — LINEN BATH 2 , / �� #.i,� �_ ' _ — — — � /�� � � - + � O O O SUNROOM � DECORATIVE LOUVER VINYL WHITE O U !-,� , ,r'r� i � , _� ��'� - �'-.�1;��;�I� �i - -�L y ' ��`� ' - __' > � N G 11 ��Y �� _: 1.. ` � LAUNDRY � p ASPHALT SHINGLES DIMENSIONAL 30 WEATHERED WOOD N �- �',,�,iCl �` '` o I� ! , ,� KITCHEN CLOSET � 'N L.L � , � \ YEAR LAMINATED � _ ,, ; , / CLOSET � N Q l(� �:- . TM�' , ; -� y -J 1�. V:�;� � BEDROOM KITCHEN � � O •q;�' ��.. . ' t_ � � �n O O ��` � �=� -� �-'" � - PANTRY 2 BEDROOM ENTRY �° GUTTERS AND PREFINISHED WHITE v � -- — � . 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' y+ ��, , r 1 � a . , CLOSET , ° PANTRY , � �K i'1�. � � u i �'� �1��� . ;s , , , < � ,f c x,; v� 4 �w:v� �� �" * '`, �,.� i^,�,,+", ,, {�;�: p CORNER TRIM ♦♦ � f� CLOSET VINYL WHITE � � w = s'����,'.�/ � �`��K�� � . 4 .�.. `�y��l�`�,d ;���?�'3 .,,yy�� f' r ,; , < , ° , ° M 1..� � ,y+�� t ��i� t` �Yll�y ��r t�.' s � W v S STONE VENEER PRESTIGE OHIO SOUTHERN � , �.�Y �h�k d i�� �J t� �' .� � F a�y�Dk ��i L* ' s � .�) - `1 ° r ��{'�, \ .� .���� f� ` ��,;� f ' �;". �`�`I .' . ' � �''�'�'�`i "7 4 .�,'^' ,;�����5�' GARAGE LIMESTONE �� " �r � �a �'� '��} �� ��a��� ��`�� 1 l � �r��:= �y'�� ;;.� ,�: rc ,:, �� zr�. ��y_'��'" b l GARAGE : � 4 ; i . � t,� 1� � � � i 7 'E �:,eFij��I��.t; ya \, ' r I I { ��12 �.�T ' •�A�,�rk��n,.� � OVERHEAD GARAGE DOOR PAN SD EANEL WHITE �TM...'i;• ' � . ,�_� / �� l�' � tl. �ly �A �i .�'. �" � �," � � I � �d �: }�J` ', tie" yii�•ti�a ,f�,Lj���`.^, %�:s�t��!:��(�,' ,�+�I�P r �d�, ' ;r1��a `� ' I '�1�.`2�a�����tivq.��`�.,, �.ti ���`.', .�°R.t:,; SINGLE HUNG VINYL STANDARD WHITE WITH COLONIAL PATTERN FLAT GRIDS 6'-6"X 6'-8"SLIDING PATIO VINYL WHITE OVERALL FLOOR PLAN DOOR . NOTE: SCALE : 3/32�� = 1�-O�� CAP EWOO D FO RE STWOO D CAP EWOO D ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE 3 OF 4 > > AND LEGIBLE FROM THE STREET OR ROAD. DECORATIVE CONTINUOUS RIDGE VENT `°��ER-TYP. P R E L I M I N A RY LOMANCO ALUMINUM SLANT BACK DECORATIVE LOUVER-TYP. ROOF VENT#750. INSTALL PER $�-0" '-0" MIN. 12 12 MANUFACTURER'S RECOMMENDATIONS �5 CONTINUOUS RIDGE VENT 5� ASPHALT SHINGLES NOTE!!! '2 12 THIS DRAWING IS NOT ASPHALT SHINGLES 5� � � �5 SHAKES FOR CONSTRUCTION GUTTERS AND DOWNSPOUTS � TRUSS BEARING � TRUSS BEARING GUTTERS AND DOWNSPOUTS EL :+8'-1" EL :+8'-1" HORIZONTAL SIDING � HORIZONTAL SIDING CORNERTRIM FINISHED FLOOR � FINISHED FLOOR CORNERTRIM REVISIONS EL :+0'-0" �, �„ EL :+0'-0" STONEVENEER ��'��� _ L _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STONEVENEER � _ L _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — � REINFORCED CONCRETE FOOTING PARTIAL SIDE ELEVATION STANDARD SIDE ELEVATION "°TE: HIGH PROFILE SIDE ELEVATION HIGH PROFILE SIDE 5 SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" ELEVATION OCCURS AT SCALE: 3/32" = 1'-0" WILLOWOOD WILLOWOOD STREETVIEWONLY WILLOWOOD CONTINUOUS RIDGE VENT ASPHALT SHINGLES SINGLE HUNG WINDOW WITH - 4"TRIM (ALL 4 SIDES) 2-LITE SLIDER WINDOW WITH 4"TRIM (ALL 4 SIDES) � TRUSS BEARING GUTTERS AND DOWNSPOUTS EL :+8'-1" -� T T= ; � — ��� � � - � � _ HORIZONTAL SIDING � � - _ � � — — � � � � - - � � - �I '�--_ � � � i I� I� __ O N �c'7 � I ' � I I� i i I�, - ti pp (� M C i -- -- � i =_ -- �I'--J' � -- � CORNER TRIM � V � FINISHED FLOOR ,vc =- � -- =- �'� -- ,vc a�c -- -- - —�—� - ,vc ,vc � 00 � � EL :+0'-0° 1 O -- ---- ------- ------- ---- ---- --- ------ Cfl CD � � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � = v — — — — — — — — — — — — — — — — � Cfl CO �O � SCREENED IN PATIO 6'-6"x6'-8"SLIDING PATIO DOOR O O � NOTE: c'7 M � � � STONE RETURN OCCURS AREA WITH DOOR(TYP.) WITH TRANSOM ABOVE M M � � i N X � � � ADJACENT TO HIGH R EAR E L EVAT I O N p � W �ca af PROFILE SIDE ELEVATION � � ONLY SCALE: 3/32" = 1'-0" WI LLOWOOD � � � � c� DECORATIVE Q N LOUVER-TYP. CONTINUOUS RIDGE VENT � � SHAKES ASPHALT SHINGLES � V N W SINGLE HUNG WINDOW WITH 4" z 12 = TRIM (TOP AND SIDES) Q � _ 12 � -5� GUTTERS AND DOWNSPOUTS N � � � �5_ Q T � TRUSS BEARING � y EL :+8'-1" � ,� , � ,� , � ,� , � ,� , � ,� , • V � 0000 � � �� �� � � 0000 � � 0000 � � �� �� � � 0000 � � 0000 � � � HORIZONTALSIDING Z �0 �0 �0 �0 0000 0000 �0 �0 z � � FINISHED FLOOR ��II�� �� �� ��II�� ��II�� �� �� ��II�� ��II�� �� CORNER TRIM � � 00 00 00 00 00 00 00 00 00 0 EL :+0'-0" � - - - - - - - - -�- - � - - - - - - - - - - L - -�- - - - - - - - - - - - - - - - - - - -�- - � — — L - -�- - - - - - - - - - - - - - -�- - � - - - - � STONEVENEER SINGLE HUNG WINDOW WITH 4"TRIM (ALL 4 SIDES) OVERHEAD GARAGE DOOR �^ VJ Z NO • : 1 FRONT ELEVATION p N J . . SCALE: 3/32" = 1'-0" — ' WILLOWOOD � � J • �� Q � _ > w . w o J r J v W ■ : W o � 190'-0" (OVERALL) W � � � Z 38'-0" 38'-0" 38'-0" 38'-0" 38'-0" 7 ' ` WILLOWOOD WILLOWOOD WILLOWOOD WILLOWOOD WILLOWOOD L � v � � , o , , ° ❑ ❑ aa °a a` , . ` . , � � � ❑ ❑ � � � , a � , , ° , o , , ° A� Z Z o. ° � °�, ,�` �a° .a o, °e� °�, aa° �e° ,o o. � I ��e MASTER � � .° � °a o° � a °a .° POF�CH° gEDR00M J �/ , � , � L.L �o �� b p�� � a� � �� a� �� �� �ae � � e° � '� �. DEN �� �� e ge� EXTERIOR FINISH MATERIAL SELECTIONS � z � � � � � MSTR. BATH ITEM: MATERIAL/STYLE: COLOR: � w �. . O = � __._-- � i � 0 i i � 0 i KITCHEN WALK-IN i � DECORATIVE LOUVER VINYL WHITE O U � • `._ _"`� I O O I I O O I CLOSET I � � G � N ��.�,�� - a I O O I � a I O � i � � G R E A T i O ASPHALT SHINGLES DIMENSIONAL 30 WEATHERED WOOD � � � � YEAR LAMINATED �� ROOM J N Q ��k� _ � — — � � — II — � � — Q O f� O l4 r- _-,;�, — � �� �I� � � GUTTERS AND PREFINISHED WHITE � � - �� � � ' ' � O O � � � � � � � o DOWNSPOUTS ALUMINUM 7 � O � '-� �=� , �^� � '� CLOSET LINEN = L ~ O J ��+�� I ,� ���I I�""� �' 0�0�0 0���� 0�0�0 O�e�� ��0�0 � HORIZONTAL SIDING VINYL VARIES w _ _ _ _ BATH 2 �d � _..,� � �,� � � � � J � J � _ _I Q � � '/ � .,.,.�� � ��' �� ��'�� �� ��� �� PANTRY SHAKES VINYL VARIES � � � Z � � .,r`,, ..---� I � W `�1� ,�.v i., "� ,�: , � ;��_ .�°,� ���, _ 5 y,___� MECH. 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Z O ''�� -�� PROPOSCD�'.G���'0�W -0 6E IJEDIC�TED � �m R=]]1.0 � 1=755.88 D m ^ � h t � 8n m 3 ' j a� N 89'S'04"W � �� 0.89' p�000 � • 7fi8.5 ]6.D 4J�¢ � i=756.5t J5 8a R=183.00' V A» �T' L=13.50' � a w.o : ' - ;i. �', _________Chd. Brg.= N 87'48'13' W � ; a __Y__ ___ _ _______—__'_'-- . '�-„ �, o M% A_ �. a�sot4'vro : _—__—_ _ _�__-- -, rhi - n3 w�zo� ��� . e� _. `.� � e� � ('� �. o.r� ,��, �e�_' �'oo y - o' - —— ———__——_ �) — — � . ,.�ni __ �`. o a%� ry � tiy wa, — � . �i h, a_s . . . o `. tio;' .,oi y3 o°i e�o"'om� . .�.��_ __ ____ ______ __________ n_ e�'�;' "'i ��U�.�,'i' ea.o^., , • ^ 6� R75783�Y�^�� ___ ,,, ,, �\�\, eq,'' °�'i� 3.��2 � \ ?'a/ �o�- so� I ��� �/R � \� 2�S����7 � ^`y' S)Og. \� �, �' S g �%� .- �O �' �a�F � ��� �� , �O a^ �,%� ��J � �/ \ R=767.2 0;' I q ' � �d \ I=758.79 5"' � \� � � ry .�.%�/� � \ J' �h� % y �q � , o�L�, � �� %�� PA��Eo.oa $ � F` ry �. Qx \� o�, ;' .'ry�a / REDWOOD USA, LLC \ \ \ ' 7510 EAST PLEASANT VALLEY ROAD � ���� F �� ��. �O � V `''=�� a�' INDEPENDENCE, OH 44131 � � �� , `� F � ;�a� (2is)2sa-aazs �H \ � �� ' � =767�0 y � a � O ' 1=I58 5 / � CEMCON� Ltd. � 0,9M \\���� /�w.\\ � � ej �`'J- �� �, ss, .o�.om ' N,4GEM �`y� � j� �� � i io: � ' � � �� i r�F,��OO .o\t�� —� O�Y\,� ��jj/��St.. / o>-::-zo�>i0000�i000:ozv0000�i000,�o��i000 PRELIMINARY STORMWATER MANAGEMENT ANALYSIS AND REPORT FOR REDWOOD MCHENRY MCHENRY, ILLINOIS REVISED: AUGUST 2, 2023 REVISED: JANUARY 16, 2023 OCTOBER 11, 2022 848.027 PROFESSIONAL ENGINEER'S CERTIFICATION STATE OF ILLINOIS } SS. COUNTY OF DUPAGE} I, KEVIN T. SERAFIN, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFY THAT THIS TECHNICAL SUBMISSION WAS PREPARED ON BEHALF OF REDWOOD USA, LLC BY CEMCON, LTD. UNDER MY PERSONAL DIRECTION. �,}`�""'•�, _'��� � � -�'��'�''+ DATED TH 2nd AY OF Auqust ,AD,2023 - � �-''����� �•. � ++ . :� '' � - � +� ' "�.:�Q@2-��'S211��'• r r f.`aC: L�;•r?iSC? : � � ILL NOIS LICENSED PROFE IONAL ENGINEER NO.062-052118 % ; p�'�rt,��iQ'�kt � �'% MY LICENSE EXPIRES ON NOVEMBER 30,2023 f%,� �}-.. rt�*��� ,•'.�i_x PROFESSIONAL DESIGN FIRM LICENSE NO.184-002937,EXPIRATION DATE IS APRIL 30,2025,����;,�;�1�4t� NOTE: UNLESS THIS DOCUMENT BEARS THE ORIGINAL SIGNATURE AND IMPRESSED SEAL OF THE DESIGN PROFESSIONAL ENGINEER,IT IS NOT A VALID TECHNICAL SUBMISSION. PREPARED FOR: PREPARED BY: REDWOOD USA, LLC CEMCON, LTD. 7007 EAST PLEASANT VALLEY ROAD 2280 WHITE OAK CIRCLE INDEPENDENCE, OH 44131 SUITE 100 AURORA, IL 60504 216-254-8425 630-862-2100 PRELIMINARY STORMWATER MANAGEMENT ANALYSIS AND REPORT FOR REDWOOD MCHENRY MCHENRY, ILLINOIS TABLE OF CONTENTS SECTION PAGE NO. 1.0 PROJECT DESCRIPTION 1 2.0 SPECIAL MANAGEMENT AREAS 1 - 2 A. FLOODPLAIN/FLOODWAY B. WETLANDS 3.0 EXISTING "WITHOUT PROJECT" CONDITION 2 - 3 A. DESCRIPTION B. METHODS 4.0 PROPOSED "WITH PROJECT" CONDITION 4 - 7 A. DESCRIPTION B. HYDROLOGIC ANALYSIS 5.0 COMPENSATORY STORAGE CALCULATIONS 8 6.0 BEST MANAGEMENT PRACTICES 8 7.0 SOIL EROSION AND SEDIMENTATION CONTROL PLAN 8 - 9 8.0 STORMWATER SYSTEMS MAINTENANCE PLAN 9 - 10 9.0 SUMMARY 10 PRELIMINARY STORMWATER MANAGEMENT ANALYSIS AND REPORT FOR REDWOOD MCHENRY MCHENRY, ILLINOIS EXHIBITS EXHIBIT A SITE LOCATION &AERIAL MAP EXHIBIT B USDA NRCS SOILS MAP EXHIBIT C FEMA FLOOD INSURANCE RATE MAP NUMBER 17111CO230J (NOVEMBER 16, 2006) EXHIBIT D NATIONAL WETLANDS INVENTORY MAP EXHIBIT E RELEVANT PERMITS EXHIBIT F "WITHOUT PROJECT" CONDITION HYDROLOGY • EXISTING CONDITIONS WATERSHED EXHIBIT • "EXIST" PONDPACK OUTPUT AND INPUT FILES • PONDPACK SUPPORT CALCULATIONS EXHIBIT G "WITH PROJECT" CONDITION HYDROLOGY • PROPOSED CONDITIONS WATERSHED EXHIBIT • "ONSITE" PONDPACK OUTPUT AND INPUT FILES • "PROP" PONDPACK OUTPUT AND INPUT FILES • PONDPACK SUPPORT CALCULATIONS EXHIBIT H WETLAND DELINEATION REPORT BY MIDWEST ECOLOGICAL, INC. (UNDER SEPARATE COVER AND WILL BE PROVIDED AT FINAL) EXHIBIT I ELECTRONIC COPY OF HYDROLOGIC MODELS PRELIMINARY STORMWATER MANAGEMENT ANALYSIS AND REPORT FOR REDWOOD MCHENRY MCHENRY, ILLINOIS 1.0 PROJECT DESCRIPTION The Redwood McHenry subdivision proposed by Redwood USA, LLC is a 27.5± acre subdivision with 180 total rental townhome units. The 27.5± acre parcel is just South of W Elm Street and East of Chapel Hill Road in the City of McHenry (see Exhibit A for a Location Map). Site infrastructure improvements (see Final Engineering Plans under separate cover) will include the construction of sanitary sewers, watermains, stormwater drainage and conveyance facilities, and stormwater management facilities, which will be vegetatively stabilized for stormwater discharge control. The purpose of this Stormwater Management Analysis and Report is to summarize the hydrologic and hydraulic analyses perFormed to define the Existing Conditions and to demonstrate that, when constructed in conformance with the Engineering Plans, the development will comply with Local, State and Federal laws and regulations. 2.0 SPECIAL MANAGEMENT AREAS During the Project-Planning Phase, the subject site was evaluated for the presence of Special Management Areas defined as regulatory floodplains/floodways and wetland habitat. This evaluation consisted of a detailed review of available Topographic, Wetland and FEMA Maps, as well as a wetland delineation completed by Midwest Ecological. Following is an account of the sources referenced and procedures employed in conducting the Special Management Area assessment for the Project. CEMCON, Ltd. Page 1 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS A. Floodplain/Floodwav According to FEMA FIRM Panel 17111CO230J (November 16, 2006), there is no regulatory floodplain located on the Project site. Refer to Exhibit C for a copy of the effective FIRM panel. B. Wetlands Referring to the National Wetlands Inventory Map (Exhibit D), there are no wetlands within the limits of the site. A Wetland Delineation Report will be provided by Midwest Ecological, Inc. for the subject site at final. 3.0 EXISTING "WITHOUT PROJECT" CONDITION A. Description The subject property is currently used for agricultural farming, and is bordered by Chapel Hill to the west, West Elm Street to the north, Adams Auto Body, and Service Center to the northwest and undeveloped parcels to the east and south. In general, the subject property drains in two directions (refer to Exhibit F for the Existing Conditions Watershed Exhibit). A small onsite portion of the site drains east to the undeveloped parcel. The remainder of the site and a large offsite portion drains to a depression southwest of the site. Two depressions, one north of Chapel Hill Road and one south, are connected via a 30" x 21" Elliptical Culvert. The onsite area drains to the Southern basin, which in turn overtops to the south and leaves the site. B. Methods CEMCON, Ltd. has performed a detailed topographic analysis and generated one-foot (1') contours on the Redwood Living site and as well as obtained a one-foot (1') McHenry County Topography Map for the area adjacent to the site, supplemented by the Plans and Report. PondPack was chosen as the hydrologic model for this proposed Project for its capability to model dynamic tailwater conditions anticipated in proposed conditions. The following methodology and procedures were used in determining the hydrologic parameters. Runoff Curve Numbers — Existing land use within the Project site is generally row crop agricultural. Based on a review of the USDS NRCS Soil Map (see Exhibit B), the hydrologic soil types for this Project are primarily Soil Type B & C. This information was used to complete CEMCON, Ltd. Page 2 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS Worksheet 2 from the TR-55 Hydrology Manual and calculate composite runoff curve numbers (CN) for each sub-basin contained in the watershed. The Existing Conditions CN documentation for the watershed is provided in Exhibit F. Time of Concentration - The time of concentration (T�) was calculated using SCS TR-55 methodology. The T�calculations were performed for flow paths representing the travel from the hydraulically most distant point of the watershed to the point of interest. The T� documentation for the Project site is provided in Exhibit F. Precipitation Data/Rainfall Distribution — Updated Bulletin 75 northeast rainfall values (March 2020 revision) with Huff rainfall distributions were selected for the hydrograph method. Storage volumes were evaluated based on the 100-Year frequency 24-Hour duration event measuring 8.54 inches of precipitation and the Huff 3rd quartile rainfall distribution. As part of this analysis, a critical duration analysis was performed from the 1-Hour through the 24-Hour events to determine the peak flow rates for each storm event. Staqe vs. Storaqe and Staqe vs. Discharqe Relationships — Stage vs. storage relationships developed for storage areas were measured in AutoCAD at regular intervals corresponding to the level of potential inundation, and the volume was calculated by the method of average area times the incremental interval. Stage vs. discharge relationships were developed in PondPack for all possible combinations of headwater and tailwater. PondPack was then run dynamically to evaluate the headwater and tailwater at each time step to determine the flow through each structure. Supporting documentation for the Existing Conditions is provided in Exhibit F. This information was used to develop an Existing Condition hydrologic model for the entire watershed. See Exhibit F for the Existing Conditions PondPack model and its output. A summary of Existing Conditions peak flows to the Outfalls compared to the Proposed Conditions can be found later in the report under Section 4.0. CEMCON, Ltd. Page 3 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS 4.0 PROPOSED "WITH PROJECT" CONDITION A. Description In accordance with the City of McHenry County Stormwater Management Ordinance, any proposed site development which would affect the discharge of stormwater requires stormwater management to protect downstream properties. In general, the Stormwater Management Facilities (SWMFs) are configured to restrict site rainfall-runoff via restrictor structures to 0.04 cfs/Ac. for the 2-Year 24-Hour storm and 0.15 cfs/Ac. for the 100-Year 24-Hour storm of developed area. The development will incorporate one (1) SWMFs (refer to Exhibit G for the Proposed Conditions Watershed Exhibit). The proposed development will include one (1) Stormwater Management Facilities (SWMF 1), that will provide storage for the entire site. B. Hvdroloqic Analysis The required detention was calculated in order to meet the requirements of McHenry County Stormwater Ordinance. First, an "ONSITE" PondPack Model was created to simulate the Proposed Conditions of the Site modeling the 100-Year 24-Hour event and the 2-Year 24-Hour event. Using theoretical restrictors, a high water level (HWL) was established for each basin based on an allowable release rate. The allowable release rate of 100-Year event of 0.15 cfs/Ac. and 2-Year event of 0.04 cfs/Ac. of onsite tributary area was used for the entire site. All onsite release rate and onsite storage required is summarized in Table 1 below. See Exhibit G for the supporting documentation and "ONSITE" PondPack model. CEMCON, Ltd. Page 4 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS Table 1 Onsite Model 100YR Storm: 24 Onsite Allowable Release Rate cfs/Ac. : 0.15 Development Area Ac.): 27.52 Onsite Allowable Release cfs : 4.13 Pro osed Developed Release O-9 cfs : 4.12 STORAGE STORAGE OVERFLOW REQUIRED PROVIDED SWMF-001: 765.63 776.50 10.72 13.80 2YR Storm: 24 Onsite Allowable Release Rate cfs/Ac. : 0.04 Development Area Ac. : 27.52 Onsite Allowable Release (cfs): 1.10 Pro osed Developed Release (O-9) (cfs): 1.05 REQUIRED COMP STORAGE: 2.93 Ac.-Ft. PROVIDED COMP STORAGE: 3.08 Ac.-Ft. The results demonstrate that 10.84 Ac.-Ft. of onsite detention is required for Proposed Conditions. Furthermore, the proposed development will have an additional 5.02 Ac.-Ft. of storage for the onsite depressional storage. Next a proposed PondPack model "PROP" was created that routed the offsite tributary areas through the proposed SWMFs. The "PROP" PondPack model utilized a dynamic tailwater to accurately model real-world conditions. The proposed restrictors were sized utilizing the "PROP" PondPack model. Table 1 summarizes the 2-Year and 100-Year event critical duration flows and allowable release calculations. CEMCON, Ltd. Page 5 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS Table 2 Proposed Conditions Analysis Southern Discharge PROJECT:REDWOOD LIVING-CHURCH HILL ROAD Job No.: 848.027 PREPARED BY:CEMCON,Ltd. By: CMZ Date: 09/20/2022 CRITICAL DURATION ANALYSIS:COMPLETE Rev: 8/2/2023 100YR Storm: 1 2 3 6 12 18 24 Allowable Release Rate(cfs/Ac.): 0.15 0.15 0.15 0.15 0.15 0.15 0.15 Develo ment Area Ac. : 27.52 27.52 27.52 27.52 27.52 27.52 27.52 Onsite Allowable Release cfs : 4.13 4.13 4.13 4.13 4.13 4.13 4.13 Total Bypass Flow from 014 20.11 14.83 11.64 7.46 4.67 3.52 2.84 Total B pass Flow from 015 9.53 7.64 6.12 3.94 2.53 1.93 1.55 Total By ass Flow from 016 18.13 14.84 11.94 7.75 4.97 3.79 3.06 Total B ass Flow from 018 11.97 8.84 6.96 4.46 2.82 2.14 1.72 Total Allowable Release from Development cfs : 63.87 50.28 40.79 27.74 19.72 15.51 13.30 Peak Dischar e from SWMF 001 cfs : 6.65 7.53 7.88 8.26 8.64 8.91 8.89 Existin Flow W O-1 31.50 32.41 33.41 27.51 19.99 15.29 18.97 Existin Flow NE O-2 12.53 9.26 7.31 4.67 2.97 2.25 1.81 Total Existing Flow 44.03 41.67 40.72 32.18 22.96 17.54 20.78 PROP H.W.L SWMF 001 764.40 765.14 765.46 765.83 766.20 766.49 766.47 766.50 CEMCON, Ltd. Page 6 CONSULTING ENGINEERS,LAND SURVEYORS 8 PLANNERS Table 2 Proposed Conditions Analysis Southern Discharge 2YR Storm: 1 2 3 6 12 18 24 Allowable Release Rate(cfs/Ac.): 0.04 0.04 0.04 0.04 0.04 0.04 0.04 Develo ment Area Ac. : 27.52 27.52 27.52 27.52 27.52 27.52 27.52 Onsite Allowable Release cfs : 1.10 1.10 1.10 1.10 1.10 1.10 1.10 Total Bypass Flow from 014 2.98 2.69 2.25 1.60 1.18 1.03 0.85 Total B ass Flow from 015 1.32 1.32 1.15 0.83 0.62 0.55 0.45 Total By ass Flow from 016 2.49 2.57 2.24 1.62 1.21 1.08 0.89 Total B ass Flow from 018 1.70 1.55 1.31 0.94 0.70 0.61 0.51 Total Allowable Release from Development cfs : 9.59 9.23 8.05 6.09 4.81 4.37 3.80 Peak Dischar e from SWMF 007 cfs : 1.70 1.50 1.67 7.90 2.70 2.24 2.27 Existin Flow W O-1 4.31 4.37 3.79 2.75 2.05 1.83 1.86 Existin Flow NE O-2 1.78 1.63 1.38 0.98 0.73 0.65 0.53 Total Existing Flow 6.09 6.00 5.17 3.73 2.78 2.48 2.39 CEMCON, Ltd. Page 7 CONSULTING ENGINEERS,LAND SURVEYORS 8 PLANNERS 5.0 COMPENSATORY STORAGE CALCULATIONS The proposed development will fill the onsite depressions (PondPack ID Depression 001 and 003). In order to quantify the fill and required compensatory storage, an existing stage storage was established to model the storage in the depressions. The required compensatory storage 2.10 Ac.-Ft. (Depression 001 = 1.65 Ac.-Ft. and Depression 003 = 1.28 Ac.-Ft.). Therefore, the 3.08 Ac.-Ft. (SWMF 001 = 3.08 Ac.-Ft.) of additional storage provided in the proposed SWMFs exceeds the required compensatory storage. Refer to Table 1 for requested storage and provided compensatory calculations. 6.0 BEST MANAGEMENT PRACTICES The Proposed Site incorporates the following "Best Management Practices" into the site design to minimize increases in runoff rates, volumes, and pollutant loads. a. All runoff from rooftops will be directed onto vegetated areas to promote infiltration and filtration of stormwater. b. Use of a detention basin with bottom vegetated with native plant species to promote infiltration and pollutant capture. c. Stormwater management facility slopes vegetated and stabilized with native prairie plants to prevent soil erosion and promote stormwater filtering. When combined with the proposed Erosion and Sedimentation Control Plan, the specified design, construction, and maintenance practices and criteria should minimize the impact of stormwater runoff rates, prevent erosion and capture pollutants. 7.0 SOIL EROSION AND SEDIMENTATION CONTROL PLAN As will be documented in the Final Site Development Plans, soil erosion and sediment control measures will be proposed to protect downstream properties and Special Management Areas from adverse effects of soil erosion and sedimentation. The proposed erosion and sediment control features will include: CEMCON, Ltd. Page 8 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS • Storm sewer inlets protected with sediment trapping/filter control devices during construction. • Silt fencing installed along the perimeter of the wetland buffer. • Disturbed areas permanently seeded and protected from soil erosion after final grading is accomplished. 8.0 STORMWATER SYSTEMS MAINTENANCE PLAN The Applicant shall be responsible for the periodic monitoring and maintenance of all stormwater management and stormwater conveyance facilities until such time of final acceptance of the improvements by Lake County at which time the applicant will assume maintenance of such systems which include but are not limited to: (a) storm sewers, storm drains, inlets, manholes, catch basins, draintile, and appurtenances; (b) swales and overland drainage ways; (c) all containment berms and all stormwater storage facilities; (d) all landscaping and vegetative cover around and within stormwater conveyance and stormwater storage facilities; and (e) all permanent erosion and sedimentation control devices. The Applicant shall undertake appropriate measures to monitor and maintain such facilities in accordance with the policies and procedures established under the Ordinance as amended from time-to-time, and/or the programs and procedures set forth by the owner as part of the routine maintenance program. The programs for monitoring and maintaining the stormwater management and/or water conveyance facilities/systems imposed under this Plan shall include the following components and procedures: A. Storm sewers, storm drains and other drainage appurtenances, including manholes and inlets, shall be kept clear of sediment and debris, retained at the elevations, lines and grades intended, and maintained in an operable condition capable of conveying storm water runoff. B. Swales and overland drainage ways shall be maintained to the line and grade established on the Site Development Plan documents to convey stormwater runoff in a free and unobstructed manner. Landscape planting, earthen fill, or other obstructions that impede the flow of stormwater shall be removed, the area re-graded, and a vegetative cover shall be re-established to deter erosion. CEMCON, Ltd. Page 9 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS C. The proper function of the stormwater management system is dependent upon maintaining both the structural integrity and the minimum elevation of the containment berms, and it is also essential that the volume of potential storage available within the stormwater management facility be preserved. Substantial re-grading, placement of earthen fill, or other earthwork operations that would change the elevation, impair the structural integrity, or diminish the volume contained within the basin shall be prohibited. Containment berms shall be maintained at the minimum elevations noted on the Site Development Plan documents and in good structural condition. D. A vegetative cover around and within the stormwater management facility is essential for the prevention of soil erosion and the deposition of sediments within the basin. The periodic replanting and replacement of vegetation shall be required, when necessary, to maintain the vegetative cover. E. Temporary sediment traps, siltation fences, or ditch checks, as well as those permanent facilities including catch basins and inlets shall be periodically cleaned of sediment and debris and/or replaced and restored to operable conditions. 9.0 SUMMARY Redwood USA, LLC proposes to develop Redwood McHenry in a manner that is consistent with the McHenry County Stormwater Ordinance and all applicable McHenry Ordinances. A detailed hydrologic analysis was performed utilizing PondPack software to verify compliance with the County and City Ordinance, and to demonstrate that the proposed Project will provide a benefit to the receiving drainage systems. H:\848027\REPORTS�2023-OS-02 REVISED Prelim SWM REPORT.docx CEMCON, Ltd. Page 10 CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS