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� Legal Description NOTES , • <br /> � 1. SITE AREA = 6.49 ACRES <br /> A part of the Southwest Quarter(��W'/s)of the Southwest Quarter(SW'/s) 2. PRESENT ZONING — REVISED R-2 RESIDENCE DEVELOPMENT PLAN <br /> of Section 17,Township 16 North,Range 3 East of the 3rd Principal 3. PROPOSED ZONING — REVISED R-2 RESIDENCE DEVELOPMENT PLAN <br /> Meridian,said part more particula�ly described as follows: a. oENsirr <br /> A. EXISTING RDP APPROVED DENSITY = 20 UNITS <br /> Beginning at a point,said point being the intersection of the East right of B. PROPOSED DENSITY = 14 UNITS <br /> th 5. PROPOSED DEVELOPMENT = 14 UNITS <br /> � way line of 44 Street and the North right of way line of Cantrell Street, 6 BUILDINGS : 2 w/ 3 UNITS, 4 w/ 2 UNITS EACH <br /> said point also being 40 feet north of and 30 feet east of the Southwest <br /> II comer of the Southeast Quarter(SE'/a)of Section 17,T16N, R3E,3rd s. STORM DRAINAGE <br /> P.M.;thence N00°00"00""E(AssurFied Bearing)along the East right of way SITE DETENTION IS PROVIDED ON THE NORTHWEST AND SOUTHWEST <br /> line of 44th Street,340.00 feet;th�:nce N90°00"00""E,443.15 feet;thence CORNERS OF THE PROPERTY AS SHOWN. <br /> S77°30"00""E,425.00 feet;thence S17°50"31""E,260.55 feet to a point on 7. SANITARY SEWER <br /> J � ALL UNITS WILL INTO THE EXISTING SANITARY SEWER SYSTEM. <br /> the North right of way line of Cant•ell Street;thence N89°59'S9'W along 8. WATER SERVICE <br /> U � the said North right of way line of Cantrell Street,937.91 feet to the point ALL BUILDINGS WILL BE SERVED OFF THE EXISTING 6 INCH WATERMAIN. <br /> N � of beginning,containing 6.49 acres,more or less. <br /> \ 9. STORM DETENTION AREAS ARE PRIVATELY OWNED AND MAINTAINED. <br /> � <br /> EXISTING WATERMAIN �O <br /> 4' Dia. SANITARY MANHOLE <br /> EXISTING STORM DETENTION <br /> W � <br /> � � , <br /> � WATE}tMAIN � rJ�jT�� <br /> ��1 <br /> I 10' SI EWAL ASEM T <br /> j� R4o.o � '� UNIT <br /> � � 'S 2 UNITS '� U.NjT <br /> EXISTING <br /> I ^ 25.0 2 .0 � <br /> 42' STORM I I -f�_ — <br /> I � � �r ��� \ <br /> MT. � tZ .H. � V� � <br /> s. vERN�N����- -—- �� O <br /> I , ' – , PLACE -------_� f� � <br /> — z5.o s P <br /> CONC SIDEWALK 4' CO CRETE --� � `� _ _ _ _ �� \� ` � <br /> SIOE ALK — N` <br /> E SP E , � <br /> NON BUIL BLE \ 15' <br /> — — — — — � 6� WATFRNAI <br /> �..� 12'STORM150� 25' BUILDING LINE <br /> �' � 4' CONCRETE SIDEWALK <br /> � EXISTING STORM DETENTION <br /> CANTRELL STREET <br /> � EXISTING WATERMAIN 6'x6" TAPPING <br /> SLEEVE dc VALVE � <br /> PUBLIC STREET � <br /> G -� G) TYPICAL R.O.W. CROSS SECTION <br /> v <br /> � �O � Q <br /> Q�P O <br /> �\ z 15.0' 25.0' w <br /> v� � 'Z'S� ►rourrr�e� cuRe +''r'""• �-2s.o' = REVISED R-2 SINGLE FAMILY <br /> Z 2s.o' o r p,,. TT�,� � �o� s � Z RESIDENCE DEVELOPMENT PLAN <br /> � <br /> m � , � ��E 1/4'/ft. slope 9 MT. VERNON PLACE <br /> 1 I1/Y/FT. SLOPE 1/4/Ff. SLOPE �.a � <br /> r <br /> b ��� phillip w. cochron consulting engineer <br /> 5130 hickory point frontage road suita ,�2 <br /> decatur, il 62526 <br /> phone (217) 875-3333 fox 875-3371 <br /> drawn by mao RENSIONS proJect no. <br /> dota 10/4/07 No. BY DA7E DESCRIPTION 7��1 <br /> plan by fldd book no. <br /> 8'P.C.C.PAVEMENT dats <br /> checked by aheet no. <br /> Aote 1 Of 1 <br />