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LOCATION MAP <br /> PAo A A <br /> — — — — — — — — — — SOUTHAMPTON "�S` vEN " U <br /> � o <br /> \� I cr L - <br /> � N <br /> \� Lot 196 DR. SNE tr�D <br /> e Lot 197 PROJECT ur <br /> Lot 199 198 \ FRANK c LOCATION B S <br /> N 203 Lot 4 <br /> Lot Lot 202 Lot 1 CT. <br /> In <br /> 20 Lot 20O \\ NON Y LN TCKQtO L °� <br /> III <br /> VILLAGE \ <br /> IE i I ADDITION \ � II I � � <br /> WINDSOR FIFTH <br /> c \\ i II i i KAREN DR. rl THFIELD <br /> --------- — — — --------- ------- --------- ------------- ——————— �� — III 1 <br /> N 89.57'29' E 50 59' <br /> I� I I > II LEGAL DESCRIPTION <br /> Ameren Steel Tower 50' Ameren I.P. Easement <br /> III II LOT 1 OF THE VILLAS AT LOURDES AS PER PLAT <br /> Q i STORM rn <br /> Lot 17 —rn DETENTION s'N rn m I III I I RRECORDED ECORDS IN INTBOOK <br /> 5000, PACE <br /> OFFICE F THE <br /> �I i I I II i 1 MACON,COUNTY, ILLINOIS. <br /> n ————————————— ____ II <br /> -- _ _ _ _I_ I (n 11 NOTES <br /> I v 4 4-Parking Spaces Porc orc 4.00' 4.00' 4.00' 4.00' 1 <br /> 1 o I 'II I 11 1. PARKING REQUIREMENTS: <br /> �w o I I PARKING SPACES PROVIDED = 26 <br /> '; SINGLE UNIT SINGLE UNIT oa:SINGLE UNIT SINGLE UNIT I I <br /> Mound — DU— LEX �~ Fin Floor = 665.50 Fin Floor = 665.70 `r Fin Floor = 666.50 2 PER EACH UNIT = 22 <br /> 1E Fin Floor = 667.00 <br /> =I / N / Fin Floor = 665.30 T 1' 11 I III I I OFF- STREET PARKING = 4 <br /> 00' lo.o0 1 I 1 <br /> Z YP 10.00' S' 1 I II 1 2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH <br /> �I I ———— _— — c.DD'-I ` II I I CITY OF DECATUR CONSTRUCTION STANDARDS. <br /> ------- — ------- o a N <br /> a / I <br /> V I �� N SAR T It 1 1 3. PROPERTY IS ZONED: EXISTING = PD <br /> PROPOSED - AMENDED PD <br /> o . <br /> 3,00' I \\ 5 Concrete Sidewalk i I I I n S <br /> rn ---- ---- --------- -----�----- ----- ----- - -- -- II I 4. PARKING AREAS , DRIVEWAYS ARE TO BE <br /> 2 \ LOURDES om PLACE 7a Roadway and I <br /> _E 1, — — Di Easement — �_ II I CONSTRUCTED OF 5" CONCRETE. <br /> 6' Wooden Fence \ R30.00' <br /> / I \\ <br /> (Site Break) --(Ex—istin—g—Pr—ivat—e Rood) <br /> ad) <br /> -- -�------ -- -- ----- --- I III z II II <br /> 5. PROPOSED DENSITY <br /> Z I \�� — --- ---- -- -- -- -- -- --- — --- -- II I 1 - TRIPLEX UNITS 3 UNITS <br /> 131.72' �=1—% 5N Con ete Sidewalk w 11 I 1 <br /> e—— � - 2 UNITS m'n n <br /> N 89.53'13' W 173.37' b I I 6 - SINGLE FAMILY UNITS = 6 UNITS c n <br /> ., I 3.00' I I -- I �'I-- I I o 5 5' \ m it 11 I <br /> FRANK I I 305.16' ❑ ---- — — -------- --- ------ - I '' II I I TOTAL = 11 UNITS <br /> 03 <br /> DRIVE <br /> OD <br /> a.00' 4.00' I // III I I 6. ENTIRE SITE AREA = 2.47 ACRES 9 <br /> LJ EX I TING TRI— LEX I I I lI I I 0 M <br /> m 13't SINGLE UNIT SINGLE UNIT 1 I / II I I 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY <br /> ` cu in Floor= 665.50 v+ <br /> Fin Floor = 666.50 Fin Floor = 667.00 Tn I I I AND ALL PERMITS TO WORK IN PUBLIC RIGHT OF WAY. <br /> o 10.00' a € 55.00' I I ALL WORK IN PUBLIC RIGHT OF WAY MUST BE DONE t ov- <br /> I I Z orc orc orc— T00 II I 1 THEBY ACITYNOFADECCA DCTOR ECATIS UR. APPROVAL OF ICENSED AND BTHEDSIITE ED Y o u o� <br /> u o_� <br /> rn 12' Building rnDne —rn—� III I I I PLAN/PD DOES NOT CONSTITUTE THE APPROVAL FOR ;t�v <br /> 0,00' i CO) 1 I THE CONTRACTOR TO DO WORK IN PUBLIC RIGHT OF ao o°c <br /> 12' N 90.00'00' W 328.85' ^^^^� / ^� �'� ^^^ ^r' W I I I WAY WITHOUT SAID PERMITS. 2,90 n <br /> � 12 1�1� � <br /> , I it IiI 8. EACH UNIT TO BE SERVED WITH A 4" SANITARY <br /> Lot 16 I 1 II O SEWER SERVICE AND A 1" WATER SERVICE. <br /> a Place ISI J 9. ALL SANITARY SEWER AND SERVICES, STORM <br /> z m I IfI I SEWER, WATER MAIN AND SERVICES, AND STORM <br /> INN I DETENTION AREA SHOWN ON THIS PLAN ARE EXISTING. <br /> 10. DUPLEX & EXISTING TRIPLEX UNIT TO BE <br /> SPRINKLED. <br /> t11. LOURDES PLACE PAVEMENT & CURB IS EXISTING. <br /> 20 5' 3' 2I8' <br /> LEGEND ARa B-B <br /> {{-- <br /> 24 ew, ... <br /> � <br /> o - MAILBOX 0 'A E <br /> BouLE <br /> I E-E 1 NTAINI Ra _ <br /> a - SIGN (unless noted) `"'�r� , xe�� _ <br /> wa r�a�ww. <br /> 0 - LIGHT POLE <br /> O - TRANSFORMER(unless noted) s P.C.C.wNCRETe i <br /> CONCREX <br /> ®- ELEC. SERVICE PANEL unless noted r Pan <br /> PAwidr P�co <br /> ( ) Illinois Registered Professional Engineer <br /> O - STORM CATCH BASIN No. 32393 <br /> 0 - SANITARY MANHOLE EXISTING PRIVATE ROAD SECTION Exp. 11/30/13 0 <br /> ■ - CAN RISER LU <br /> - FIRE HYDRANT <br /> oca SANITARY CLEANOUTSILTATION AND EROSION CONTROL a 09 <br /> ■ - GAS METER(unless noted) DEVELOPER J <br /> - STORM MANHOLE THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING <br /> O- UTILITY POLE ALL SILTATION AND EROSION OF THE PROJECT AREA THE CONTRACTOR SHALL Z Q J <br /> - WATER VALVE(unless noted) USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION STEVE VAH LKAM PLES a j <br /> INCLUDING BUT NOT UMITED TO STAKED STRAW BAAND/OR SILTATION FABRIC <br /> ITT - TELEPHONE RISER FENCES. CONTROL SHALL COMMENCE WITH GRADING AND BE MAINTAINED FW- Q <br /> E---GUYWARE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER, J U <br /> OD's-DOWNSPOUT CITY OF DECATUR AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION. THE u,J <br /> CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS LlJ 0 <br /> -TREE-VARIES FROM 6"to 30"DIA. REWIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER, <br /> CITY OF DECATUR AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION MAY,AT <br /> CD-BUSH THBR OPTION,DIRECT THE CONTRACTOR N HIS METHODS AS DEEMED FlT TO N <br /> at <br /> PROTECT PROPERTY MID IMPROVEMENTS. ANY DEPOSITING OF MUD SHALL BE <br /> o -POST REMOVED AFTER EACH RAN AND AFFECTED AREAS CLEANED TO THE SATISFACTION <br /> ■ - WATER METER (unless noted) TRMSPOR° 0,puL ADECATUR O'TME CONTRACTTOOR. OF AMENDED PD ZONING <br />