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Home My WebLink About07020014 Westmont Preliminary Plat dated 1/19/2007THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 7965 EAST 106TH STREET FISHERS, INDIANA 46038 PHONE: (317) 849 -5935 THIS INSTRUMENT PREPARED FOR: PLATINUM PROPERTIES L.L.C. 9757 WESTPOINT DRIVE SUITE 600 INDIANAPOLIS, INDIANA 46256 CONTACT: KEN BRASSEUR PHONE: (317) 863 -2056 GRAPHIC SCALE 0 100 200 400 ( IN FEET ) 1 inch 200 ft. SITE DATA LARGEST LOT 42,356 s .ft. SMALLEST LOT 9,600 s .ft. AVERAGE LOT SIZE 18 065 s .ft. TOTAL LOTS 142 TOTAL ACRES 115.824 Ac. GROSS DENSITY 0.80 U A TOTAL COMMON AREA 390162 Ac.f PRESENT ZONING S -1 SUBMITTAL DATE 1/19/07 LEG D LEGEND 10 LOT NUMBER D.E. DRAINAGE EASEMENT D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT D.U.S.S.E. &L.M.A.E. DRAINAGE UTILITY SANITARY SEWER EASEMENT & LANDSCAPE MAINTENANCE ACCESS EASEMENT C.E. CONSERVATION EASEMENT B. L. BUILDING LINE C.A. COMMON AREA N.A.E. NON- ACCESS EASEMENT R.D.E. REGULATED DRAIN EASEMENT L. E. LANDSCAPE EASEMENT S.L.E. SIGN AND LANDSCAPE EASEMENT LEG D MAY -25 -.2005 WED 11:33 AM CITY OF CAP.MEL FAX NO. 317 5711 2439 P. 04 Property '_ine Sock OF CwrC 4 - �• Slow %• /f t. ra�-,d Lowns Vim ; f C it 4" Sidewalk •• 4" Top Scii so fili ' prepared Suagrade TYPICAL SIDEWALK SECTION NOT TO SCALE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED C IN DEPTH. SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS, TOOIed or SowCd Joints 4 Thickness s ` S� �: ' ,..': ',' • CIQ55 :A. CctlCteta .` T 4' Minimum Sidewalk .@:jilt With Driveway$ Spion Have Mirimum Thickness of 17 Or Thickness of Driveway Which Ever Is Greotet. CONCRETE SIDEWAL K NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVisEa�� EtGUnE 10 -14 Spacing Between � � Trans��erse Joints y Short Not Exceed DENOTES PAVEMENT RESURFACING , 50 49 48 4 107 EXISTING POWER POLE 105 DENOTES PAVEMENT WIDENING 103 EXISTING LIGHT POLE EXISTING ELECT. TRANSFORMER �G DENOTES HANDICAP RAMPS EXISTING ELECT. PEDESTAL - - PROPOSED SUB SURFACE DRAIN � o a EXISTING ELECT. METER ❑ PROPOSED 4 "X4" CONC. MONUMENTS - -- - ~ EXISTING GUY WIRE PROPOSED SEWER LINE; MANHOLE EXISTING TELEPHONE POLE PROPOSED STORM SEWER LINE; CURB INLET, MANHOLE &END SECTION ~w EXISTING TELEPHONE PEDESTAL W PROPOSED WATER LINE EXISTING TELEPHONE MANHOLE EXISTING FLOW LINE " ~ a ~� EXISTING CABLE T.V. POLE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~-~ r ~~ - ~ ~- - EXISTING BURIED ELECTRIC LINE EXISTING CABLE T.V. PEDESTAL ---~ ~ ~ ~ ~--~ - ~ ~ ~~-~ - ~--~ EXISTING OVERHEAD ELECTRIC LINES EXISTING TRAFFIC SIGNAL POLE EXISTING BURIED TELEPHONE LINE `} t EXISTING TRAFFIC MANHOLE EXISTING TELEPHONE LINE EXISTING TRAFFIC CONTROL BOX ' ` -- -- --- ~- ~-- -- EXISTING BURIED CABLE T.V. LINE xµ:} EXISTING GAS VALVE EXISTING CABLE T.V. LINE w EXISTING GAS METER ~ ~ ~ ~ ~ ~ ~ ~ EXISTING GAS LINE = 5 EXISTING WATER METER -------- - ~-- ~~ - - ------ - EXISTING WATER LINE EXISTING WATER VALVE EXISTING SANITARY SEWER LINE; MANHOLE EXISTING FIRE HYDRANT EXISTING SANITARY CLEANOUT EXISTING MAILBOX -- r ' EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION EXISTING CURB INLET EXISTING BEEHIVE OR ROUND INLET EXISTING SQUARE FLAT INLET _........:...:n.:..::.:_ .,:.. ,:,:_:._ ....:..:::... _._.,r. EXISTING FENCE LINE MAY -25 -.2005 WED 11:33 AM CITY OF CAP.MEL FAX NO. 317 5711 2439 P. 04 Property '_ine Sock OF CwrC 4 - �• Slow %• /f t. ra�-,d Lowns Vim ; f C it 4" Sidewalk •• 4" Top Scii so fili ' prepared Suagrade TYPICAL SIDEWALK SECTION NOT TO SCALE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED C IN DEPTH. SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS, TOOIed or SowCd Joints 4 Thickness s ` S� �: ' ,..': ',' • CIQ55 :A. CctlCteta .` T 4' Minimum Sidewalk .@:jilt With Driveway$ Spion Have Mirimum Thickness of 17 Or Thickness of Driveway Which Ever Is Greotet. CONCRETE SIDEWAL K NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVisEa�� EtGUnE 10 -14 Spacing Between � � Trans��erse Joints y Short Not Exceed 10' ASPHALT PATH SLOPE ASPHALT PATH TO ROAO OR TOWARD TOP OF BANK OF DITCH 1 /4 " /FT. MIN. r�•.�•: -..n t:��<� ,. ,r': �.� -..i '.4 .�- �. /tom - -.i �.1• -r Ji. �r ;. i.• ,i .J -T TYPICAL ASPHALT ASPHALT PATH PEDESTRIAN PATH X- SECTION 2 CE " HMA #8 BINDER 5" #53 STONE SPEED LIMIT: 25 MPH 1, -ap, W Z SIDEWALK 4- THICK SLOPE 1 4- FT. 4- ,�IIIJ. GRANUL MA IAL AR TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT -OF -WAY. - T -0 . v 4 PREL V4 NARY PLAIr ZriJ l - PUDD 141ST STREET 53 52 51 50 49 48 4 107 106 105 104 103 102 � o a ,° ►` 1.25 Trhes Width - -- 10' ASPHALT PATH SLOPE ASPHALT PATH TO ROAO OR TOWARD TOP OF BANK OF DITCH 1 /4 " /FT. MIN. r�•.�•: -..n t:��<� ,. ,r': �.� -..i '.4 .�- �. /tom - -.i �.1• -r Ji. �r ;. i.• ,i .J -T TYPICAL ASPHALT ASPHALT PATH PEDESTRIAN PATH X- SECTION 2 CE " HMA #8 BINDER 5" #53 STONE SPEED LIMIT: 25 MPH 1, -ap, W Z SIDEWALK 4- THICK SLOPE 1 4- FT. 4- ,�IIIJ. GRANUL MA IAL AR TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT -OF -WAY. - T -0 . v 4 PREL V4 NARY PLAIr ZriJ l - PUDD 141ST STREET 53 52 51 50 49 48 4 107 106 105 104 81 82 83 84 is 95 94 93 92 91 96 97 98 99 100 101 107 106 105 104 103 102 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA #5D BASE 7" #53 COMPACTED STONE PREPARED SUBGRADE PAVEMENT COMPOSITIONS INTERIOR PUBLIC STREETS (T.Y,P,) NOT -TO -SCALE STONE BASE TO EXTEND UNDER CURB - 70' R/W - 36' -0" 136TH STREET GENERAL NOTES: 1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING CONSTRUCTION. 2) CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHELDULE A PRE - CONSTRUCTION MEETING FOR REVIEW OF REQUIRMENTS. 3) ALL EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE WHERE NEW PAVEMENT WILL BE INSTALLED. 4) ALL PAVING MUST BE COMPLETED IN ONE PAVING SEASON. xurt� • 1`/ FT. EXTETEND UNDDER°CURB COMPACTED SUBGRADE BARREL RACER LANE CROSS - SECTION NOT -TO -SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON 5' -0'= SIDEWALK 4- CK SLOPE 1/4- FT. MIN. 3- TOPSOIL ROLL TYPE � GUTTER 4' MIN. GRANULAR MATERIAL - S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET Z I CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C -1 150.00' : 21.24' 10.64' 21.22' N04.2444 "W 8.06'49" C -2 150.00' . 29.82' 14.96' 29.77' N83.56'57 "E 11.23'28» C -3 200.00' 104.14' 53.28' 102.97' S06.26'53 "W 29.50'03" C -4 150.00' 41.21' 20.74' 41.08' N82029'03 "W 15.44'34" C -5 200.00' . 75.82 38.37' 75.37' N10.30'18 "E 21043'14" C -6 150.00' . 105.87' 55.25' 103.69' N20034'30 "W 40.26'21" C -7 150.00' 56.86' 28.78' 56.52' S79.29'42 "E 21.43'14" C -8 200.00' 314.16' 200.00' 282.84' N44'38'41 "E 90.00'00" C -9 200.00' 314.16' 200.00' 282.84' N45.21'1 9 "W 90.00'00" C -10 150.00' 10.96' 5.48' 10.96' S88'1 5'43 "E 4'11'13" C -11 150.00' 10.96' 5.48' 10.96' N88'15'43 "W 4.11'13" C -12 275.00' 433.22' 276.25' 389.79' S45.13'30 "E 90.1539" C -13 150.00' 234.94' 149.32' 211.65' S44.46'30 "W 89'44'21" C -14 150.00' 212.70' 128.67' 195.33' N49.01'16 "E 81.14'49" C -15 150.00' 22.84' 11.44' 22.82' N04'02'08 "E 8.43'28" C -16 150.00' 117.57' 61.99' 114.58' N22.05'57 "E 44'54'32" C -17 150.00' 235.62' 150.00' 212.13' N45 *21'19 "W 90'00'00" C -18 150.00' ` 54.16' 27.38' 53.87' S80.00'42 "E 20.41'14" C -19 150.00' 54.11' 27.35' 53.81' N80.00'06 "W 20040'01" C -20 150.00' 234.99' 149.37' 211.69' S44.47'06 "W 89045'34" C -21 150.00' . 88.79' 1 45.74' 87.50' S1 7'03'08"E 33.54'54" s � � rl.� SECT10N 10 gs # # # *E TWOOD ES' C) 1 - -- sE T10N ' IN$R21 2003- W 1 �Ptc. - I= • oo , s � � rl.� SECT10N 10 gs # # # *E TWOOD ES' C) 1 - -- sE T10N ' IN$R21 2003- W 1 �Ptc. - I= • oo , P. C. 3, SUDS 443 iX " SkDDLE CREELS r � .•.., SECTtQN 0 1NSTR `` -Nor: 2000, -48295 0 489 i ' ? LOT i ! BENNETT SUBDIVISION i INSTR. No. 2004 - 49422 w..._..._ -� _..__ ..:.. P.C. 3, SLIDE 443 I } � A f � I s I NOW OR FORMERLY CUIT15 MARION S MM, et al� 1 INS No. 199-1331 i t = NOW 00 FORMERLY JAMES H. 8 VERA R. SMITH-/ D.R. %54, PG. 17 a ao N ,r, I NOW OR FORMERLY N g 01 0 THOMAS do CAROLYN B. TOLL � rn 8 p D.R. 310, PG. 838 z N R NOW OR FORMERLY w P zo "' DANIELLE SULLIVAN INSTR. No. 2001 -66307 N N a S Z P.C: a it tt p - 113�9'�. 1 I:_., ..j It t ;t 0RMIY : KAREN T'`'MEYER 7 1 -- NOW OR FORMERLY I i i bLAN do MARY D. LONG I I 1 Q.R. 220, PG. 320 I t N OW OW'FORMERLY WILLIAM L.ISTUMM \& E. WANETTA STUMM �- NOW OR FORMERLY CURTIS M. do MARCIA K. STUMM \ D.R. 281, PG. 412 NOW OR FORMERLY DAN M. do JEAN A. BELCHER INSTR. No. 1998 -15628 LOCATION MAP SCALE: 1" = 1200' DATED: JANUARY 8, 2007 SOILS MAP SCALE: 1" = 1200' DATED: JANUARY 8, 2007 PRELIMINARY PLAT 0 n o=) cr o1- (If Z, z O o :2 < U z U w O0 wQ> z cj�� af o O �- > zQ�C)f C/) C/) z z °wow ��mcy- �LZ ILI JO owzw -> Cn [if =LLJIz 1- of O cn A part of the South Half of Section 21, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southeast corner of said Half Section; thence South 89 degrees 38 minutes 41 seconds West along the South line of said Half Section a distance of 1,337.65 feet to the Southeast corner of the West Half of the Southeast Quarter of said Section; thence continuing South 89 degrees 38 minutes 41 seconds West along said South line 480.00 feet to the POINT OF BEGINNING of this description; thence North 00 degrees 13 minutes 55 seconds East parallel with the East line of said Half Quarter Section a distance of 600.00 feet; thence North 89 degrees 38 minutes 41 seconds East parallel to the South line of said Quarter Section a distance of 480.00 feet to the East line of said Half Quarter Sect ion; thence North 00 degrees 13 minutes 55 seconds East along said East line 2,030.82 feet to the Northeast corner of said Half Quarter Section; thence South 89 degrees 40 minutes 24 seconds West along the North line of said Quarter Section a distance of I 345.38 feet to the Northeast corner of the Southwest Quarter of said Section; thence South 89 degrees 39 minutes 54 seconds West along the North line of said Quarter Section a distance of 748.82 feet to the Northeast corner of Westwood Estates, Section 1, recorded as Instrument Number 2003 - 124222 in Plat Cabinet 3, Slide 313 in the Office of the Recorder, Hamilton County, Indiana; thence South 00 degrees 05 minutes 41 seconds East along the East line of Westwood Estates, Section 1 and parallel to the West line of the East Half of said Quarter Section a distance of 1,315.72 feet to the North line of the Bennett Subdivision, recorded as Instrument Number 2004 -49422 in Plat Cabinet 3, Slide 443 in said Recorder's Office; thence along the Northern and Eastern lines of said Bennett Subdivision by the next two (2) courses; 1) North 89 degrees 38 minutes 41 seconds East 116.48 feet; 2) South 00 degrees 2.1 minutes 19 seconds East 1,315.91 feet to the South line of said Half Section; thence North 89 degrees 38 minutes 41 seconds East along said South line 1,810.19 feet to the place of beginning, containing 115.824 acres, more or less. August 15, 2006 Revised January 8, 2007 W W PROPOSED 40' EXISTING 40' HALF R/W HALF R/W C� 27' -0" 15' -0" TO 24' -0" EXISTING ACCEL 12 DECEL LANE 2, -0" 151- 0" LANE 3' STONE SHOULDER 6" - #73 STONE EXISTING STONE PROPOSED PATH 4 " /FT. SHOULDER SLOPE / EXISTING GRADE 1 PROPOSED GRADE SSD UNDER STONE SHOULDER EXISTING PAVEMENT 17.5" FULL DEPTH ASPHALT 1.5" - H.A.C. #11 SURFACE "B"-13" 2" - H.A.C. #8 BINDER SEC11ON 3t - H.A.C. #5D BASE NOT -TO -SCALE 4" - �23STONE COMPACTED STONE � $ -O„ it 5 -0- W 3 4 ' - 0 " SIDEWALK 4" THICK 112& -114e FT. 4" MIN. GRANULAR MATERIAL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT -OF -WAY. STONE BASE TO EXTEND UNDER CURB - 50' R/W - 30' -0" W W f5 PROPOSED 40' EXISTING 40 ' tp HALF R/W HALF R/W C3� 27' -0" 15-0" TO 24' -0" 12 DECEL LANE 2 0 150-099 3' STONE SHOULDER 6" - #73 STONE PROPOSED PATH SLOPE 1/4"/FT- PROPOSED GRADE -- SSD UNDER STONE SHOULDER EXISTING PAVEMENT SECTION "A" -"A" NOT -TO -SCALE COMPAC \\ / \ ED �j,�X TYPICAL STREET CROSS - SECTION NOT -TO -SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON FT. STONE BASE TO J \�� EXTEND UNDER CURB 4' -0" 5' -0" SIDEWALK 4- rICK SLOPE t 4- IF MIN. 3" TOPSOIL ROLL CURB & GUTTER 4" �IIN� GRANULAR TYPE 1 1fA;LRIAL S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET EXISTING ACCEL LANE _EXISTING STONE SHOULDER EXISTING GRADE W 00 1 M V) 0 Cn > LLJ If Q Lij F- 0 ......... � GISTE o. W -y 00 00 o- -Q• No. _ 900012 STATE OF �,• •••.........•••' 0 . SU v R O Li LJ U • CO) U) O w L1J O In N > O -t- �/ N OY) L In J Q O d- Cfl 00 d- _ 0 V < z M n L� OO Cn C� °O J8Ln 00 W a � LJ 0 Ln -� Z V) 0 00 W o r F-° r) cn LCD O W Cn C) Z O � V Q Z Q D Z F- Z O U O J I..L a � z � o Q � U) z � � w w z 0 Q U DWN. BY CK. BY KRG EEF SHEET N0. 1 Of 3 SHEETS 5 &A JOB NO. 52415PLA PROPOSED GRADE SSD UNDER STONE SHOULDER EXISTING PAVEMENT 17.5" FULL DEPTH ASPHALT 1.5" - H.A.C. #11 SURFACE "B"-13" 2" - H.A.C. #8 BINDER SEC11ON 3t - H.A.C. #5D BASE NOT -TO -SCALE 4" - �23STONE COMPACTED STONE � $ -O„ it 5 -0- W 3 4 ' - 0 " SIDEWALK 4" THICK 112& -114e FT. 4" MIN. GRANULAR MATERIAL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT -OF -WAY. STONE BASE TO EXTEND UNDER CURB - 50' R/W - 30' -0" W W f5 PROPOSED 40' EXISTING 40 ' tp HALF R/W HALF R/W C3� 27' -0" 15-0" TO 24' -0" 12 DECEL LANE 2 0 150-099 3' STONE SHOULDER 6" - #73 STONE PROPOSED PATH SLOPE 1/4"/FT- PROPOSED GRADE -- SSD UNDER STONE SHOULDER EXISTING PAVEMENT SECTION "A" -"A" NOT -TO -SCALE COMPAC \\ / \ ED �j,�X TYPICAL STREET CROSS - SECTION NOT -TO -SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON FT. STONE BASE TO J \�� EXTEND UNDER CURB 4' -0" 5' -0" SIDEWALK 4- rICK SLOPE t 4- IF MIN. 3" TOPSOIL ROLL CURB & GUTTER 4" �IIN� GRANULAR TYPE 1 1fA;LRIAL S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET EXISTING ACCEL LANE _EXISTING STONE SHOULDER EXISTING GRADE W 00 1 M V) 0 Cn > LLJ If Q Lij F- 0 ......... � GISTE o. W -y 00 00 o- -Q• No. _ 900012 STATE OF �,• •••.........•••' 0 . SU v R O Li LJ U • CO) U) O w L1J O In N > O -t- �/ N OY) L In J Q O d- Cfl 00 d- _ 0 V < z M n L� OO Cn C� °O J8Ln 00 W a � LJ 0 Ln -� Z V) 0 00 W o r F-° r) cn LCD O W Cn C) Z O � V Q Z Q D Z F- Z O U O J I..L a � z � o Q � U) z � � w w z 0 Q U DWN. BY CK. BY KRG EEF SHEET N0. 1 Of 3 SHEETS 5 &A JOB NO. 52415PLA THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 7965 EAST 106TH STREET FISHERS, INDIANA 46038 PHONE: (317) 849 -5935 THIS INSTRUMENT PREPARED FOR: PLATINUM PROPERTIES L.L.C. 9757 WESTPOINT DRIVE SUITE 600 INDIANAPOLIS, INDIANA 46256 CONTACT: KEN BRASSEUR PHONE: (317) 863 -2056 . / " ,/, 11z I ".v /` .• ✓: -, fir. . r' ✓, ,/, y N �;. . f 1. , `� \ .\, ' I ,� ,./ - F� Aq I I I is I - 0 __--_ I V4 F I . - - .. .... ----I ...j - I ____ __ . - - Cj) - (=) r,,1 I—- 1ARY PREL v41dF\ � PLA BC#1 I G -FUG j > �: • U V T `�. ` ;,.•_ ..,- N_ . 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ON D `, 1 1 .ft J :N DU . &S E rn 9 2 s q )) ig 15 ' •� 1 • V E i e r rn rn E• O 1 I 5• 58 3 09 s .ft. m '�� v 4 , S 89 5 19 W" q �I & o 0 � ;t '�4 v• IL 2 o- 4 > , w ti �� t 5 O ) 1 2. 1 1 •.� o 2 _ �` Q �J ) 1 5 Q. • __� 0 1.9 756 s .ft. I S q 15 D.E. 1 �` • • N N 2 • _w r O N N _..r � 1 0 co , - > 4 Y 0 63 a 140.90_. o 110 0- 6 152.37_ 35 n .•. ! I . , > 161. "L..'.,.. _ N89 38 41 E 5 :�._Q >.. ;�.: , r_. a _ ,.tea ,,.::.' .,v o 50 o U' 8� H:. I ... 19, 200 s . f t. :... a.. a,. ,. R �_.: _ .. _,,. e:: wm Z 10,316 sq.ft. �. t .. q 18 885 s ft. �/p v• f �y,.,� : �. o �°� r iC5.00 120 00 19`:`2 q o R/W 0 5 t _ 1 .`158.73 20 00 ' O ) n 1 ; •. ' SADDLE CREEK r. 6914 34 W �� s d i, x v > S N7 h., f . 15 DE 3 3g h - SECTION 1 4 E ., o? - 5.00 -.. ), _ . R 41 E i 2 3 W S89 38 41 W 460.00 ., N89 38 •� 3 b. _ r �M _ r, 15 D.U. &S.E. 11 56 $. :; - .x.-.. - v� _ INSTR. No. 1996 44060 I. 2 _._..._ 419 W _ 145.0 ' 11 S89 5 o 17 437 s .ft. 115.00 `,. 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