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Home My WebLink AboutC101 Site PlanCURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C -1 100.00' 114.08' 64.16' 108.00' N 3119'04" W 6571'52" C -2 300.00' 82.42' 41.47' 82.16' N 09145" E 15'44'26" C -3 100.00' 184.55' 132.08' 159.45' N 35'45'55" W 105'44'26" C -4 8.00' 12.57' 8.00' 11.31' S 4621'5e W 90'00'00" C -5 8.00' 12.57' 8.00' 11.31' S 43'38'08' E 90'00'00' C -6 8.00' 12.57' 8.00' 11.31' N 46'21'52" E 90'00'00" C -7 18.00' 28.27' 18.00' 25.46' N 4318'08" W 90 C -8 18.00' 28.27' 18.00' 25.46' N 4671'52" E 901)0'00" C -9 18.00' 28.27' 18.00' 25.46' S 43'38'08' E 90'00'00' 1 #16R[EN d 1 tada 6.00' 20' R 13 I 2 CJ 6 20' (TYP. 70.00' 3 J ,a 3 LAKE 14 NORMAL POOL ELEV= 740.00 56.00' 0) ce) 0 1 2 4' 20' (TYP.) T 20' (TYP. 2 4' 4 4 ;13,4:1: S 8838'08" E 4&00' 12' HIGH CHAINUNK FENCE 36.00' 10.00' 36.00' KID'S POOL 175.00' COURTS car 26.70' EXIS11NG BUILDING NEW MAINTENANCE BUILDING FACE OF BUILDING BEARING S 8813'06" E 67.65' 14.04' i ,:t130 i59i.iN:gril :Fiil:i:,r:, !'h;.T.1:3:Yfi.flIY.C,.i i.i�lli�'G. i�W. NhNhl. bhP9�i•- h•Wi:C'i:LT.i:i.'_'iS 'f:i:6C 4i:I.i.id:i.4 FFl N 88'38'08" 100.97' 2 5 *‘.m.. FUTURE SC110N 2 PLUM CREEK VILLAGE PLUM CREEK GOLF COURSE 269.28' S 88'38'08' E 81.53' 6 20.00' S 8838'08' E 5' WIDE ACCESSIBLE HANDICAP SPACE LINE "A 325.28' 1 N 0 11.00' 1 1 1 1 1 f (TYP.) i 1 X ')i I I I 1 1 `•1a 4- -1-- -1-_ -1- I- 4- I /A i r" t 19 I i V 1 I c 1 1 1 I I I 1 I 9' 1 1 I{ 't 1 1 1 1 1 I 1 cai 4-- 0• -I- E 1- -•1- -I I- 1 1 9 1 WI 1( 1 I 1 1 1 1 I 1 1 1 9 1 I 1 1 1 I I I I. 138.00' 174.00' N 88'38 W :0 1 1. 1-- -1- I 1 11 156.00' 6' HIGH BLACK VINYL COATED CHAINUNK FENCE AROUND POOL WITH LOCKABLE GATES. `4800' 7 1...9' F I I EXISTING OFFlCE 30' R 7;; CNI N 8 13.96' 12.38' HOUSE (RELOCATED) 11.50' R 6.50' R 5.50' R 6.00' 255.51' a a 6.00' EXISTING STEPS 99.51' LINE *B" 9 MATCH LINE SEE THIS SHEET Q cc s 2 4' (TIP.) 2 4' CO 12.00' 12.00' (T') J J J w U J J 12 CURVE DATA MATCH LINE SEE THIS SHEET HOLEY rair sera DON'T DIG BLIND 1- 800 -582 -5544 CALL TOLL FREE 1- 800 •428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFIING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LEGEND Q 6" Straight Curb Q Combined Curb Sc Walk Q Concrete Sidewalk Handicapped Ramp Q 2' Roll Curb Without Gutter Pavement Within Right -of -Way Existing Tree To Be Protected And Saved. SAW CUT AND REMOVE 71'± OF EXISTING ROLL CURB 20' R 13 1 14 20' R PARKING SUMMARY 00 9' x 20' Parking Spaces 94 00 11' x 20' Parking Spaces 4 Total 98 FUTURE SECTION 1 PLUM CREEK VILLAGE 15 Revisions Date 6/7/96 Computer Files J: \904 \DWGS \81 \90481 SIT XREF: 90481PL2 XREF: 90451PL XREF: 90452PL XREF: 904 -TOPO XREF: 904 -GOLF Project No. 904.81 ASSUMED NORTH SCALE: 1"=30' GENERAL NOTES 1. FOR BUILDING INFORMATION, SEE ARCHITECTURAL PLAN. 2. POOL DESIGN AND CONSTRUCTION BY POOL CONTRACTOR. 3. ALL PAVEMENT STRIPING SHALL BE 4" WHITE UNES. HANDICAPPED PARKING PAVEMENT MARKING SHALL MEET A.D.A. STANDARDS. 4. ALL CHAINLINK FENCING SHALL BE COORDINATED WITH OWNER FOR SCOPE, HEIGHT, FINISH AND GATE REQUIREMENTS. 5. TRASH CORRAL TYPE TO BE SPECIFIED BY OWNER. 6. TENNIS COURT STRIPING AND EQUIPMENT TO BE SPECIFED BY OWNER. 7. IT SHALL BE THE RESPONSIBIUTY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTIUTIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UIIUTIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN FIELD, BEFORE WORK IS STARTED OR RESUMED. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPUANCE WITH APPUCABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. ALL DIMENSIONS TO BUILDING ARE TO THE OUTSIDE OF BUILDING WALL. 11. ALL CURB DIMENSIONS ARE TO FACE OF CURB, FOR 6" STRAIGHT CURB AND TO THE BACK OF CURB FOR 2' CONCRETE ROLL CURB OR TO PAVEMENT EDGE. 12. ALL RADII ARE TO BE 5', 10', 15', OR 20' UNLESS NOTED OTHERWISE ON THE SITE PLAN. CERTIFIED BY THIS WING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNODER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCE) IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNEIDER ENGINEERING CORPORATION. ©1996, Schneider Engineering Corporation r Schneider 417 Eilgineering Coiporation 3020 North Post Road Indianapolis, Indiana 46226 -0068 317- 898 -8282 317 -899 -8010 Fax Engineering Surveying Landscape Architecture GIS LIS Geology A Partnered Entity with Bohlen, Meyer, Gibson Associates, Incorporated PLUM CREEK DEVELOPMENT COMPANY LLC PLUM CREEK COMMUNITY CENTER HAMILTON COUNTY, INDIANA SITE PLAN Drawn PRC F PProv. Sheet No.