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I I 1 <br /> I I I LEGAL DESCRIPTION <br /> Storm MnnFloly I � Lots 1,2,3 and 4 of the Resurvey of Lots 119 thru 123 <br /> RIM=649.27 I I y I <br /> FL N,S=631. 0 1 1 1 F- I I of Holiday Hills Second Addition(300/408) and the Vacated <br /> I 1 I I Right of Way of Holiday Court. <br /> _ I <br /> W I <br /> Gip I I I f ~ ' I I I <br /> 1 I <br /> NH 2(8'DW) I 11h a <br /> 1 1 1 I I R1m-649.65 <br /> I I I I Z I F.48•NE,SE-626.46 <br /> 11 i i I(NOT FIELD VERIFIED) I I Lot 19 a• 212 <br /> I( I 1 Lot 17 I I Lot 18 Pa ,tih <br /> W I I <br /> J 135D0'I I ' ' 1 PROPOSED 6'SITE I I DRAINAGE k <br /> Uw <br /> U I I SID.V.I i I BI✓ENR FENCE J L-_-- umIRUN--- ------15 -----so MoMde <br /> ------------- <br /> V) I I I 1 37'LANDSCAPE BUFFER YARD NO.1 <br /> I \ ^ <br /> I ,\ �•S ^ - ---- ------------------ ------- - Pou-6 .25 <br /> �� 7 R E-631.43(pW City) <br /> I 13•TREE`® / <br /> Storn Man ole I / <br /> RIM=647.17 I I 1 \� I / ;' /01W FREE NOTES <br /> I I I I I <br /> Is-mtr✓ i <br /> __________________________________its'mE6/ <br /> ' Storm Catch Basin I I I /\ ! e FREE 1. PARKING REQUIREMENTS- <br /> �� BUMPER T A.PERSONAL SERVICE-(1431 SF.)-2 SPACES PLUS 1 PER 300 SF.OVER 1000 SF.-3 SPACES <br /> FL GR=645.01 I H BLOCK_. ` 1s'TREE <br /> I I O / I 15' E / ®15'FREE <br /> 1RASIf FNCIM:LW W/ IZ•1PEE B.OFFICE-MEDICAL/DENTAL-(2897 SF.)-1 SPACE PER EMPLOYEE PLUS 1.5 SPACES FOR EACH <br /> 1 I 6 SITE BREAK �1 ®®15.TREE EXAMINING ROOM OR CHAIR. (4)EMPLOYEES+(6)EXAM OR PT ROOM=4+6 X 1.5=9+4= <br /> I 8,P.C.c.coNcY)10'.12' : ®$/ I 13 SPACES <br /> 1 Storm Catch FL GR 648.57 Ba In j I i E%a w T 6•P.Qa LaNDRETE iiz'TREE, '•� 4• <br /> F W=644.17 I 1 I TO BE REMOTEn. / tY EE 1 Is'TREE TOTAL SPACES REQUIRED=16 SPACES W/1 HANDICAP STALL <br /> I I TYPE A I T / � 12• APPROXIMATE TOTAL SPACES PROVIDED 30 SPACES W/2 HANDICAP STALLS <br /> TYPE A INLET I 1 FR QL te' FLOOD PLAIN LINE <br /> I I I RIM�B 7.500 9 LF 6• PoN-647.00 �`�6- tY 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF DECATUR CONSTRUCTION STANDARDS. <br /> I 1 I I £ FL tY 5-844. O DOWN OUT O R 12'NE.51Y-839.5 „i,•� /'Q�y <br /> '' / S&ME 3. PROPERTY IS CURRENTLY ZONED: R-3 SINGLE FAMILY RESIDENCE <br /> 1 I B 110 LF 10' LINE <br /> ', / S&ME PROPOSED ZONING: PD PLANNED DEVELOPMENT <br /> ^ A I 48•sTN DOWW9'IXlr 721f tz•sra i,i' / / 12.ME <br /> 1 W C O 5.7f,i 15', ,�y�/ / 18• 4. ROOF DRAINS TO OUTLET INTO STORM SEWER SYSTEM OR ONTO PAVED SURFACE. <br /> LU 7 W I I I �6 0 (6)Y PoSER tY TPC, L7I{i3o-TREE 5. ALL DRIVEWAY APPROACHES TO BE CONSTRUCTED OF 8•P.C.C.CONCRETE. <br /> TED FIRE W/12•TREAD %• 0H-Ue <br /> 711Ddlv�'1 / <br /> j Eq I I E yq�Ym / I, tY / 1TR /®Iz•mEE 6 PAVEMENT.PARKING AND DRIVEWAY AREAS TO BE CONSTRUCTED OF 8•STONE dl 2•ASPHALT OR 6•P.C.C. <br /> PROPOSED <br /> O� F 7. ALL EARTHWORK,STORM SEWER MATERIALS AND WORK.PAVING MATERIALS AND WORK TO 8E DONE IN <br /> IDS lF 12• g •TYPE A IN T' ®12'TREE ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION(IDOT) <br /> O 9.0 LATEST STAN <br /> l v I W RIY�QFIRT6.jf /15'TREE / DARD SPECIFICATIONS.ALL OTHER ITEMS TO BE DONE IN ACCORDANCE WITH CITY OF DECATUR <br /> III P OPO D z -`YYYp FL 12•(435.42/ CONSTRUCTION STANDARDS. <br /> I 1 SI LO ATION �"g / <br /> III I \ (5)f1/Y Po 8. ENTRE SIZE AREA-7.62 ACRES <br /> 6 /nY TRE S 24'TREE SNC�U <br /> EASEMENTUPTY 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS TO WORK IN PUBLIC RIGHT OF WAY. <br /> u MWT165paUT\ � 1 ,,�•i 100x60�.1. 15'TREE ALL WORK IN PUBLIC RIGHT OF WAY MUST BE DONE BY A CONTRACTOR WHO IS LICENSED AND BONDED BY <br /> I I I 91 THE CITY OF DECATUR. THE APPROVAL OF THE SITE PLAN DOES NOT CONSTITUTE THE APPROVAL FOR THE <br /> I � �. / 2 12.TREE CONTRACTOR TO DO WORK IN PUBLIC RIGHT OF WAY WITHOUT SAID PERMITS. <br /> 1 69 W Sita y Manhole <br /> I I i I t RIM- 74 10. ALL RADIUS DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. <br /> SERVICEFL 3g0 E-631.18(per Qty) <br /> FTFR W-6]3'16 PROPOSED 11. ADA CURB RAMPS TO BE IN ACCORDANCE WITH IDOT STANDARD NO.424001-05. <br /> A.NDSCAPE BU VMD NQ 2 <br /> I I I I I i FI NDE.. 6 i // 12. ALL OTHER DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. <br /> Linet a Legend I I N e ' /tr8•TREE <br /> I I 1 i i .EF` 13. ALL CUTS IN EXISTING ASPHALT,CONCRETE OR CURB SHALL BE SAW CUTS. <br /> --- -Draitage/P bfia Utility I 0 li 12'5 i / 24'TREE / 1Y TREE <br /> E.-It Line I I I I O 0.81E 5, LFI 1 ' <br /> I I = <br /> -Force Une I 0.8� / / TREE IS'TREE 14. ALL CURBING TO BE 86:12 CURB,OR 6'MONOLITHIC CONCRETE CURB. <br /> -%- 1 I I i ts' <br /> -EKieting Lot Linea j !Storm <br /> / " // 15. ALL SIDEWALKS TO BE CONSTRUCTED OF 5•P.C.C.CONCRETE. <br /> • - - - <br /> Building Setback Line I i I !St rm Manhole 6 Ami a IY,'A INLET /15• /./ FLOOD PLAIN ELEV VARIES FROM SOUTH ®RTE 51= 637.62 16. SIGN PERMITS MUST BE APPLIED FOR IN ACCORDANCE WITH CITY OF DECATUR REGULATIONS. ALL SIGNS <br /> -_- -Centerline 1 I I Z I f6M-6J6.75/ <br /> I I R rR-e3e.so ge REE TO 638.82 ®NORTH PROPERTY LINE MUST CONFORM TO SAID REGULATIONS. <br /> Section Line I I R 12'SWA4NE-a3W W'• ''R tY Sj634.89 /.�L <br /> ---- -Property Une I I j 2 te'TREE 17. LAND DISTURBANCE PERMIT SHALL BE OBTAINED AT TIME OF CONSTRUCTION. <br /> oP Y I '� 15'TREE <br /> -oE- -Overhead Electric I I I 1NE� i // / 18. BUILDING CONSTRUCTION TYPE: IIB-(NON-SPRINKLED)BUILDING USE: MEDICAL/DENTAL AND PERSONAL <br /> Underground Electric I I 24'Tq¢ ,�' / 12'TREE® / SERVICE. <br /> �• -Sanitary Sewer I 1 I I ® i•� / 19. STORM DETENTION: <br /> -Stu- -storm Sewer I I I I 13'TREE / <br /> -Combination Sewer ,W /is5'TREE / ®tY TREE TTOTAL DETENTION OTAL DETENTION PROVIDEDREQUIRED <br /> =3,238 C.F. <br /> -tWH -Watermain I I I I ®;� / TREES / MAXIMUM DETENTION HEIGHT=641.50 <br /> -w- -Water Service <br /> 1 I I S-TREE / / MAXIMUM STORAGE ELEV.-643.00 <br /> Railroad Tracks I '^ FREEBOARD REQUIRED=841.50-638.5/2=1.5 FT <br /> I I I I Rkn-6(38.16 1•`y6• // / FREEBOARD PROVIDED-1.5 FT <br /> I 1 R 46N.SE-625.n 15'FREE � <br /> LEGEND I I(NOT FIELD VQBFIED) 20. SIGN <br /> ,�T•4, PERMITS MUST BE APPLIED FOR IN ACCORDANCE NTH CITY OF DECATUR REGULATIONS. ALL SIGNS <br /> �• I �z4'TRW 'sarlt7Nannole MUST CONFORM To SAID REGULATIONS. <br /> / R 30'E-631.03(per City) <br /> - MAILBOX I 1 15'TREE/ /' 21. ALL SEPARATION BETWEEN WATERMAIN AND SANITARY AND STORM SEWERS TO BE IN ACCORDANCE WITH <br /> SICK unlet noted I I ' <br /> ( ) I I RM tnry Mnn le <br /> a / /� TEPA REQUIREMENTS. <br /> ❑- LIGMT POLE Sanitary Manhole III RIM=638.16 1 -, <br /> ®- TRANSFORMER(unlm noted) I RIM=638.01 I I ' 12' 22. EXISTING GRADES PROPOSED GRADES <br /> CIDsanitary Man le I ® 4`�(P 100.00 <br /> 0 EIEC CRTC BA(oNMe holed) R N-63053 I RIM=638.04 J/ "4 �,I <br /> O- STORM CATCH OLE I R 20•W�-OJZ01eS3 & `S-- <br /> Q- SANITARY MANHOLE I R 3D'E-630.53 11 I 1Y l <br /> •- CAN RISER ANN, r <br /> - FIRE HYDRANT I / V 23. ALL TRENCHES WITHIN 2 FEET OF A PAVED SURFACE SHALL BE GRANULAR BACKFILLED WITH CA-6 <br /> p"- SANITARY CLEANOUT 1 I I I 46'STN MATERIAL•UNLESS IN RIGHT OF WAY THEN USE FLOWABLE FILL <br /> ■ - GAS METER(uNm noted) I I i 15'TREE EMMg FIarad End <br /> ®- STORM MANHOLE I Storm Manhol Y TREE O«. �(� 24. PROPOSED GRADES ARE PAVEMENT GRADES UNLESS OTHERWISE DESIGNATED. <br /> O- UTILITY POLE I RIM=642.20 I Y tz'TREE <br /> M- WATER VALVE(unlm noted) R SW=639.70 <br /> co -TELEPHONE RI67R I III z'tREE�l6'TREE <br /> DOWNSPOUT <br /> ®-TREE-VARES FROM 6•to JO'DIA I L I apt <br /> I? <br /> _BUS <br /> ■ - WATER METER(unlm noted) <br /> FL CMPI <br /> 825 60F4 <br /> PLANNED DEVELOPMENT <br /> BENCHMARK: STATE OF IL MONUMENT LOCATED ON THE WEST WALL AND SOUTH END <br /> Sanitary Manhole ' OF BRIDGE. ELEVATION=645.18 <br /> SILTATION AND EROSION CONTROL RIM=636.99 UTILITY PLAN <br /> THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING I <br /> ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL <br /> USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION I ' 3350 NORTH WATER ST. <br /> INCLUDING BUT NOT LIMITED TO STAKED STRAW BALES AND/OR SILTATION FABRIC Lot 2 <br /> FENCES. CONTROL SHALL COMMENCE WITH GRADING AND BE MAINTAINED Lot 1 DECATUR ILLINOIS <br /> THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER, phlllip w.cochron consulting engineer <br /> CIN OF DECATUR AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION. THE ��I� 5130 hickory point Frontage road suite i2 <br /> CONTRACTORS RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS H NOTE:CONTRACTOR TO CONTACT J.U.LI.E. decatur,11 82526 <br /> REWIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER,CITY (1-800-692-0123 BEFORE DIGGING phone(277)875-3333 tar 875-3371 <br /> OF DECATUR AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION MAY,AT THEIR TO LOCATE UNDERGROUND UTILITIES. dn-by m REVISIONS pro)eot no <br /> OPTION,DIRECT THE CONTRACTOR IN HIS METHODS AS DEEMED FIT TO PROTECT dote 1-5-11« No BY DATE OESCPoPRON 718 <br /> PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF MUD SHALL BE REMOVED <br /> AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE NOTE:ALL UTILITY LOCATIONS ARE PER UTILITY Wan by 1 meo 1 9 PER TRC COMMENTS I Edd book as <br /> OWNER, CITY OF DECATUR AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION, AND CITY OF DECATUR RECORD DRAWINGS. date 169 <br /> ALL AT THE EXPENSE OF THE CONTRACTOR. SPECIFIC LOCATIONS WERE NOT DUG UP a«kb by ««t na <br /> FOR FIELD VERIFICATION. dao C-3 <br />