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Home My WebLink About69-01 Hadeyn Run Amended Primary Plat July 16 2001THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 9940 ALLISONVILLE ROAD P.O. BOX 509007 INDIANAPOLIS, INDIANA 46250 N.W. COR. S.W. 114 PHONE: (317) 849 -5935 `'SEC. 29 T18N-R THIS INSTRUMENT PREPARED FOR: CENTEX HOMES 6602 E. 75TH STREET, SUITE 100 INDIANAPOLIS, INDIANA 46250 PHONE: (317) 915 -2200 CONTACT: CHRIS WHITE SECTION 1 NOW OR FORMERLY In LAZY Y INVESTMENTS L.P. co INST.# 93 -04438 A� 1 rn SECTION .y Y rn Q 0 0 O 0 (V t`O n O 7 O (0 J ZT 3 H a w of a rn 3 In 0 W O 0 U 1) 0 u_ [W; 00 04 00 O z NOW OR FORMERLY ROBERT D. DEITCH JR. & SHAWN F. DEITCH INST. #9023895 Y N.A.E -25' D.dcU _ 40' B.L. ' S89'44'23 "W I 1 14°.00'140.00. J-. 1 � I 12,681. sq.ft. C. A. #2 I 53.450 sq.ft./ 3 S89.4423'W in 114 145.59' g o z 2 17,355. sq.ft. 1133.13' 016� NOW OR FORMERLY J. PETER MILLER & COOK ISLANDS TRUST LIMITED INST. #2D0g0029774 NOW OR FORMERLY ROBERT R. GOOLD INST. #944670 _. HAYDEN RUN 1 -Tall - - - -- - -- - - - - -- ===- -- •a1 1 '8a 3' STONE SHOULDER 25' D.dcU.E. RIMARY AT , ,.• - ... 40' B.L POND 1 I 68,758. sq. ' () \F . #1 - 1 sq.fL II ' h � y�ry Ay 24 25' D.&U.E• \ S89'50'37'E 1 I I) s0 19• r�0� 159.42' II S 16'04'A'E 211.97' -_ �a �� .� a 11 III ?s• pu 13. 16,841. sq.ft, r II \ �s so.o0. 33.82' r II 25' D. . s 3 . S89'50'37'E I II O 94.38'U- 4.38' 38.75 ro a o g 3 c� 169.25' I _ 25' D.alu.E Co g J' 35 B.L o. 14,711) sq.ft.13,41 4 sq.f 7 P,� $ **p g \ �o\° o\ 12 r ^ II 4 0 0 13,050. sq.ft 13,050. s .ft1X ^ g o 13,486. sqA . ' N g 3 b 12,669. s' t q 19,665. sq.ft. _° I II S89.50'37'E'F ' m 12,219. sq.ft. m 1^ 8 1 00. 10 D. �- I J 139.65' W Q I II S88'41'47"E o II S86'04'30'E II _� 0 N 158.24' 90, S86'50'33 "W y0' 13 ' I NOW OR FORMERLY N89'44'23 "E f R. 10 ^� / / 13,496. sq.ft. i II JOHN A. SMITH & to• D.E. ,°,15,912• sq.ft. ss9 1 g DONNA A. ANDERSON C.A. #3 0 / t �0�9• } c I II INST. #9360403 58.981 sq.ft., 2 2 4 a , 0� s9' f h ' 0 ►12,568. sq.ftx g 23 0• F ^ m II 25 $ N 413,800. sq.ft.. qv �, •�' 14 I II 1 y = y 12,226. sq.ft. '13,333. sq.ft. f _- ,� §8. - fi II 04. 22 o tie. y' �i: , 2, I I) 14,683. s .ft l ryh z �� ry 26 $� / s9 ?� / h° 15 r" III ° 13,333. sq.ft. 29,456° C T s\ ��04� °^ , °13,412. sq.ft. \�I I' �, �, g / 16 ? III 27 `i �- ?0 14 286, s ft. m 6 13,580. sq.f w 2s , �` ti WII r- ti --r-r 18,8694sq.ft..ti ^� 9 °�•' e� s.�� POND #2II N I ' m 3 � 1$0.60, W N � ^ a� , m , �,• eP ^ h � � � ry'�\ � ?S• y \o . Sc 20,216 sq.tL 17 • I OiIlI l z 28 a 21 14336. sq.ft. 13,361. sq.f1 14,220. sq.ft. 2.38' 33 Ao. h't ,�: s 6I ��'6 ?I) ' N8032.Ot•W At 13.947. sq.ft. �.�`'' 20 III h I3 13758• s�, o ^ oe 11,542. sq.ft.�..� 18 N 2 'a %Sr ?3F sv �`� go �cr w w 13,925. sq.ft. w `l,', Q 29 �3• m b,. e s ,�y' \ o N "' t= III N T P - -13,826. sq.ft. ` 32F ° °' Q° ' ' 75' .� $ 13,095. sq.ft 19 ,4559' �II ^goo 51• moo. y�, 14,713. sq.ft. I _ ' +. N 1- Ci 30 ?" ys '� \ F 1 ° mom � 14,501. sq.ft.L 31 614,364. sq.ft. F, ��' � 000-______ sirs• °�,,y't e�i`�R'c°� ° 00� S86'to•37'W `iL S83 24 37'E N7 °j 0 857211 . �6.4�_ ° ' �� „ 10 41 SUN" z W Z o 13,232. sq.ft. X15,1 s ��' w W # 4 ° °° � 42 C.A. 00. / 13,313. sq.ft. 143,567 sq.ft $ $ 35' B.L. v° ' *0 1° 0 D.U.&S.S.E. 43 12,320. sq. 15 0'37 15 ' �• 5. 5.27 r J0 0 0 W 44 ' j �. , 67.34' 47.10' `b I Q M 45 0,903. sq.ft. °d' p�� 6y�2 `b s T1,566. sq.f C.A. #9 Z 143,567 sq.ft. 143.75' 7n nn' 40. 75.00'1 112.95' �y ' 3 25' D.&U.E 5.70 12,864. sq.ft I ' S8955'45 "W N 140.52' ° 69§ III 3 3 ' 12,548. sq.ft. 1 ' ' 0 S89'55'45'W °= 139.67' m o 68 J� 13,702 sq.ft. \ C.Al #8 I \ 52,99 sq.ft S89'55'45'W 0 1 158.1'✓ 3 1 N 67 12,790. sq.ft. Q 1 �y ti S89'55'45 "W '' 136.89' N. 66 a ' Q 1 12,134. sq.f . $ o N t0 S89'55'45 "W 134.72' ` m / 35 13,800. sq.ft. D U Iq 36 11,955. sq.ft. Sal 30.59•E 143.83' 3,314. 7sq. ft. ( _..• Lei "E� 3 ory �•� �, 39 � N ° 2 C. A. #6 3,305. sq.ft� ^ 19,876 sq.ft. V to 46 x2,150. sq.ft . s ss 13,660. sq.ft. < 11,942. sq.ft. ,,es9• �� ry `� 54 N NI ft 48 �y�C.A. #10 g 13,852. sq./ �\ �! 14,158. sq.ft. 'o."�`'.�0 20,306 sq.ft. o oy`� . o• 10* s azebo� I O• I m• rrn I in N84.27'11 "E V,o• U• m 175.94 145_ '`p O - '.s 53 CA 49 10' D.u.a�s.E 16,973. sq.ft. 18,077. sq.ft. , I Z Z y�� S // S 0 CS 51 ° + j 50 8 X2,150. sq.ft 5; 52 . �,• 13,720. sq.ft. • : �, :j 12,927. sq.ft. 6? 38.9x• 110.68' 25'90.00' E 83.18' 52_ SECTION 2 � III 3 3 0 CS 51 ° + j 50 8 X2,150. sq.ft 5; 52 . �,• 13,720. sq.ft. • : �, :j 12,927. sq.ft. 6? 38.9x• 110.68' 25'90.00' E 83.18' 52_ J N . 'Ir POND #3 III 0 24,146 sq.ft. ' I III N C. A. $5 I II 81,257 ft I I= II I I II NOW OR FORMERLY CARTER M. FORTUNE INST. #89 -15089 55 0 I II I SECTION 2 2,600. sq.ft NAI'el SECTION 3 ° X o °��• '<1. N 1 I II I 56 13,344 sq.ft. ' r I II >r ��• � r I � I ,I O° t II I 3 O 57 * 1 I z L' 13,897. sq.ft. rn F 3 ' v S86'14'53'E c O I d J 135.00• in/ N " 58 3 3,817. sq.ft. ' 'O' o a "' z; o. j �z I m .1 - -- 59 I 1 II 1 s ?o13,897. sq.ft.'� / 25.O U,e 5_ E• o $• s� ry� c� W 35' B.L. cn cn 60 O a N � _ � d c 13,946. sq.ft. .� 65 5,527. s " m 62 sq 63 61 -ft 12,166. sq.ft. 13,111. sq.ft. sq.ft. 12,150. sq.ft. �„ a2 tiA�yry g5�6 °1 100' p•E• 10' D.E. 55 9'- a ' D.ai) - 9D.o N 589'5545 "W 57 soma woo C. A. #7 o_ . sow 144.517 sq.ft. 0 0 0 1 0 0 0 0 0 0 - -i o 00 0 00 - -1 0 0 0 TEMPORARY CUL -DE -SAC NOW OR FORMERLY S$9'55'45 "W 109988 NOW OR FORMERLY JOYCE A. RHODEHAMEL JOYCE A. RHODEHAMEL INST. #2001 -3733 INST. #2001 -3597 iu J N II I8 III III Part of the North Half of the Southwest Quarter and part of the North Half of the South Half of the Southwest Quarter of Section 29, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Southwest Quarter of Section 29, Township 18 North, Range 3 East thence North 89 degrees 44 minutes 23 seconds East (assumed bearing) on and ALONG THE north line of said Southwest Quarter 1555.47 feet to the point of beginning; thence continuing North 89 degrees 44 minutes 23 seconds East on and ALONG said north line 1,099.90 feet to the East line thereof; thence South 00 degrees 08 minutes 28 seconds West on and along said east line1,981.29 feet to the South line of the North Half of the South half of said Southwest Quarter Section; thence South 89 degrees 55 minutes 45 seconds West on and along the said South Iine1,099.88 feet; thence North 00 degrees 08 minutes 28 seconds East parallel with the afore said East line 1,977.65 feet to the place of beginning. Containing 49.981 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. SOILS MAP NOT TO SCALE SITE DATA AVERAGE LOT SIZE 13,870 S .Ft. SMALLEST LOT 11,566 S .Ft. LARGEST LOT 19-16--65- S .Ft. TOTAL LOTS 70 TOTAL ACRES 49.981 Ac. GROSS DENSITY 1.40 U A TOTAL COMMON AREA 20.86 Ac. PRESENT ZONING S -1 SUBMITTAL DATE 5/17/01 ALLOW. DENSITY 1.40 U A LOTS TOTAL ACRES TOTAL C.A. SECTION 1 22 20.53 AC.f 9.80 AC.t SECTION 2 19 12.96 AC.t 5.62 AC.t SECTION 3 29 16.49 AC. f 5.44 AC. f TOTAL 70 49.98 AC. f 20.86 AC. f *PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)] PERMITTED DENSITY = 1 [1 +1.5(41.73 % -15Yo)] PERMITTED DENSITY = 1.40 SPEED LIMIT: 25 MPH 111 STIR 1� FLA 131ST SITE THE. VILLAGES OF ` ` WESTCLAY a� ; � e � r Q K E Q� Y' VICINITY MAP NOT TO SCALE LEGEND =O=== === EXISTING SANITARY SEWER EXISTING CONTOUR PROPOSED SANITARY SEWER �- O PROPOSED STORM SEWER IN PROPOSED WATER LINE ,``,` � `% \111111111 /fI',11-, ,.��P............. 60 S o - .7 t Q: zX �-...w 01 to O LEGEND 25 LOT NUMBER D.E. DRAINAGE EASEMENT SCALE: _� OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. NON- ACCESS EASEMENT B.L. BUILDING LINE L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT L.D. LEGAL DRAIN C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE ALL PAVING TO COMPLY WITH 56' R/W SSPPECIFICATIONS OF LN.D.O.T. 10' 30' PAVEMENT 10' 22'o-NN0'' BITUMINOUS 1 SURFACE 2'-0' 2 W RB CURB 4' CONC. WALK I 4' CON WALK LOPE 1/4* FT. SLOPE 1 /4' T. SEWL -Al " / FT.. -1 - SLOPE: 1/4' / FT. ,.+rrF•in i ," ' ° "=5 .� 1' H.A. SURFACE 3' H.A. BINDER _ 9" COMPACTED #53 "� "�'q'R ; S.S.D. TO BE INSTALLED cTED UNDER CURB BOTH SIDES AWPW 1 qL / p yp ��OTFypSTREET NOTE: ASPHA�LNT 'EE5ULSUS% Ve gZPLMJED AE -T M1ATER1C0 S ONE. A FAA C� j (CURBS. TYPICAL STREET CROSS SECTION NOT TO SCALE } M V) z O V) 5 w X Y a 0 O m Y m 3o <Lo 8 o n °6 6 LLI cc w U z OO Lo °z_ W a' �>/ d' L1. 00 V M Q L_ J I V I W r W of !Z O V 00 Z 1 LLJ o Z LO J 0) v� 00 o (n 00 0_ Z z 0U z Q � Q W W W Q :2 Q CK 0- SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U SECTION 2 � III 3 3 55 0 I II I SECTION 2 2,600. sq.ft NAI'el SECTION 3 ° X o °��• '<1. N 1 I II I 56 13,344 sq.ft. ' r I II >r ��• � r I � I ,I O° t II I 3 O 57 * 1 I z L' 13,897. sq.ft. rn F 3 ' v S86'14'53'E c O I d J 135.00• in/ N " 58 3 3,817. sq.ft. ' 'O' o a "' z; o. j �z I m .1 - -- 59 I 1 II 1 s ?o13,897. sq.ft.'� / 25.O U,e 5_ E• o $• s� ry� c� W 35' B.L. cn cn 60 O a N � _ � d c 13,946. sq.ft. .� 65 5,527. s " m 62 sq 63 61 -ft 12,166. sq.ft. 13,111. sq.ft. sq.ft. 12,150. sq.ft. �„ a2 tiA�yry g5�6 °1 100' p•E• 10' D.E. 55 9'- a ' D.ai) - 9D.o N 589'5545 "W 57 soma woo C. A. #7 o_ . sow 144.517 sq.ft. 0 0 0 1 0 0 0 0 0 0 - -i o 00 0 00 - -1 0 0 0 TEMPORARY CUL -DE -SAC NOW OR FORMERLY S$9'55'45 "W 109988 NOW OR FORMERLY JOYCE A. RHODEHAMEL JOYCE A. RHODEHAMEL INST. #2001 -3733 INST. #2001 -3597 iu J N II I8 III III Part of the North Half of the Southwest Quarter and part of the North Half of the South Half of the Southwest Quarter of Section 29, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Southwest Quarter of Section 29, Township 18 North, Range 3 East thence North 89 degrees 44 minutes 23 seconds East (assumed bearing) on and ALONG THE north line of said Southwest Quarter 1555.47 feet to the point of beginning; thence continuing North 89 degrees 44 minutes 23 seconds East on and ALONG said north line 1,099.90 feet to the East line thereof; thence South 00 degrees 08 minutes 28 seconds West on and along said east line1,981.29 feet to the South line of the North Half of the South half of said Southwest Quarter Section; thence South 89 degrees 55 minutes 45 seconds West on and along the said South Iine1,099.88 feet; thence North 00 degrees 08 minutes 28 seconds East parallel with the afore said East line 1,977.65 feet to the place of beginning. Containing 49.981 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. SOILS MAP NOT TO SCALE SITE DATA AVERAGE LOT SIZE 13,870 S .Ft. SMALLEST LOT 11,566 S .Ft. LARGEST LOT 19-16--65- S .Ft. TOTAL LOTS 70 TOTAL ACRES 49.981 Ac. GROSS DENSITY 1.40 U A TOTAL COMMON AREA 20.86 Ac. PRESENT ZONING S -1 SUBMITTAL DATE 5/17/01 ALLOW. DENSITY 1.40 U A LOTS TOTAL ACRES TOTAL C.A. SECTION 1 22 20.53 AC.f 9.80 AC.t SECTION 2 19 12.96 AC.t 5.62 AC.t SECTION 3 29 16.49 AC. f 5.44 AC. f TOTAL 70 49.98 AC. f 20.86 AC. f *PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)] PERMITTED DENSITY = 1 [1 +1.5(41.73 % -15Yo)] PERMITTED DENSITY = 1.40 SPEED LIMIT: 25 MPH 111 STIR 1� FLA 131ST SITE THE. VILLAGES OF ` ` WESTCLAY a� ; � e � r Q K E Q� Y' VICINITY MAP NOT TO SCALE LEGEND =O=== === EXISTING SANITARY SEWER EXISTING CONTOUR PROPOSED SANITARY SEWER �- O PROPOSED STORM SEWER IN PROPOSED WATER LINE ,``,` � `% \111111111 /fI',11-, ,.��P............. 60 S o - .7 t Q: zX �-...w 01 to O LEGEND 25 LOT NUMBER D.E. DRAINAGE EASEMENT SCALE: _� OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. NON- ACCESS EASEMENT B.L. BUILDING LINE L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT L.D. LEGAL DRAIN C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE ALL PAVING TO COMPLY WITH 56' R/W SSPPECIFICATIONS OF LN.D.O.T. 10' 30' PAVEMENT 10' 22'o-NN0'' BITUMINOUS 1 SURFACE 2'-0' 2 W RB CURB 4' CONC. WALK I 4' CON WALK LOPE 1/4* FT. SLOPE 1 /4' T. SEWL -Al " / FT.. -1 - SLOPE: 1/4' / FT. ,.+rrF•in i ," ' ° "=5 .� 1' H.A. SURFACE 3' H.A. BINDER _ 9" COMPACTED #53 "� "�'q'R ; S.S.D. TO BE INSTALLED cTED UNDER CURB BOTH SIDES AWPW 1 qL / p yp ��OTFypSTREET NOTE: ASPHA�LNT 'EE5ULSUS% Ve gZPLMJED AE -T M1ATER1C0 S ONE. A FAA C� j (CURBS. TYPICAL STREET CROSS SECTION NOT TO SCALE } M V) z O V) 5 w X Y a 0 O m Y m 3o <Lo 8 o n °6 6 LLI cc w U z OO Lo °z_ W a' �>/ d' L1. 00 V M Q L_ J I V I W r W of !Z O V 00 Z 1 LLJ o Z LO J 0) v� 00 o (n 00 0_ Z z 0U z Q � Q W W W Q :2 Q CK 0- SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U z; o. j �z I m .1 - -- 59 I 1 II 1 s ?o13,897. sq.ft.'� / 25.O U,e 5_ E• o $• s� ry� c� W 35' B.L. cn cn 60 O a N � _ � d c 13,946. sq.ft. .� 65 5,527. s " m 62 sq 63 61 -ft 12,166. sq.ft. 13,111. sq.ft. sq.ft. 12,150. sq.ft. �„ a2 tiA�yry g5�6 °1 100' p•E• 10' D.E. 55 9'- a ' D.ai) - 9D.o N 589'5545 "W 57 soma woo C. A. #7 o_ . sow 144.517 sq.ft. 0 0 0 1 0 0 0 0 0 0 - -i o 00 0 00 - -1 0 0 0 TEMPORARY CUL -DE -SAC NOW OR FORMERLY S$9'55'45 "W 109988 NOW OR FORMERLY JOYCE A. RHODEHAMEL JOYCE A. RHODEHAMEL INST. #2001 -3733 INST. #2001 -3597 iu J N II I8 III III Part of the North Half of the Southwest Quarter and part of the North Half of the South Half of the Southwest Quarter of Section 29, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Southwest Quarter of Section 29, Township 18 North, Range 3 East thence North 89 degrees 44 minutes 23 seconds East (assumed bearing) on and ALONG THE north line of said Southwest Quarter 1555.47 feet to the point of beginning; thence continuing North 89 degrees 44 minutes 23 seconds East on and ALONG said north line 1,099.90 feet to the East line thereof; thence South 00 degrees 08 minutes 28 seconds West on and along said east line1,981.29 feet to the South line of the North Half of the South half of said Southwest Quarter Section; thence South 89 degrees 55 minutes 45 seconds West on and along the said South Iine1,099.88 feet; thence North 00 degrees 08 minutes 28 seconds East parallel with the afore said East line 1,977.65 feet to the place of beginning. Containing 49.981 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. SOILS MAP NOT TO SCALE SITE DATA AVERAGE LOT SIZE 13,870 S .Ft. SMALLEST LOT 11,566 S .Ft. LARGEST LOT 19-16--65- S .Ft. TOTAL LOTS 70 TOTAL ACRES 49.981 Ac. GROSS DENSITY 1.40 U A TOTAL COMMON AREA 20.86 Ac. PRESENT ZONING S -1 SUBMITTAL DATE 5/17/01 ALLOW. DENSITY 1.40 U A LOTS TOTAL ACRES TOTAL C.A. SECTION 1 22 20.53 AC.f 9.80 AC.t SECTION 2 19 12.96 AC.t 5.62 AC.t SECTION 3 29 16.49 AC. f 5.44 AC. f TOTAL 70 49.98 AC. f 20.86 AC. f *PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)] PERMITTED DENSITY = 1 [1 +1.5(41.73 % -15Yo)] PERMITTED DENSITY = 1.40 SPEED LIMIT: 25 MPH 111 STIR 1� FLA 131ST SITE THE. VILLAGES OF ` ` WESTCLAY a� ; � e � r Q K E Q� Y' VICINITY MAP NOT TO SCALE LEGEND =O=== === EXISTING SANITARY SEWER EXISTING CONTOUR PROPOSED SANITARY SEWER �- O PROPOSED STORM SEWER IN PROPOSED WATER LINE ,``,` � `% \111111111 /fI',11-, ,.��P............. 60 S o - .7 t Q: zX �-...w 01 to O LEGEND 25 LOT NUMBER D.E. DRAINAGE EASEMENT SCALE: _� OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. NON- ACCESS EASEMENT B.L. BUILDING LINE L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT L.D. LEGAL DRAIN C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE ALL PAVING TO COMPLY WITH 56' R/W SSPPECIFICATIONS OF LN.D.O.T. 10' 30' PAVEMENT 10' 22'o-NN0'' BITUMINOUS 1 SURFACE 2'-0' 2 W RB CURB 4' CONC. WALK I 4' CON WALK LOPE 1/4* FT. SLOPE 1 /4' T. SEWL -Al " / FT.. -1 - SLOPE: 1/4' / FT. ,.+rrF•in i ," ' ° "=5 .� 1' H.A. SURFACE 3' H.A. BINDER _ 9" COMPACTED #53 "� "�'q'R ; S.S.D. TO BE INSTALLED cTED UNDER CURB BOTH SIDES AWPW 1 qL / p yp ��OTFypSTREET NOTE: ASPHA�LNT 'EE5ULSUS% Ve gZPLMJED AE -T M1ATER1C0 S ONE. A FAA C� j (CURBS. TYPICAL STREET CROSS SECTION NOT TO SCALE } M V) z O V) 5 w X Y a 0 O m Y m 3o <Lo 8 o n °6 6 LLI cc w U z OO Lo °z_ W a' �>/ d' L1. 00 V M Q L_ J I V I W r W of !Z O V 00 Z 1 LLJ o Z LO J 0) v� 00 o (n 00 0_ Z z 0U z Q � Q W W W Q :2 Q CK 0- SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U LOTS TOTAL ACRES TOTAL C.A. SECTION 1 22 20.53 AC.f 9.80 AC.t SECTION 2 19 12.96 AC.t 5.62 AC.t SECTION 3 29 16.49 AC. f 5.44 AC. f TOTAL 70 49.98 AC. f 20.86 AC. f *PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)] PERMITTED DENSITY = 1 [1 +1.5(41.73 % -15Yo)] PERMITTED DENSITY = 1.40 SPEED LIMIT: 25 MPH 111 STIR 1� FLA 131ST SITE THE. VILLAGES OF ` ` WESTCLAY a� ; � e � r Q K E Q� Y' VICINITY MAP NOT TO SCALE LEGEND =O=== === EXISTING SANITARY SEWER EXISTING CONTOUR PROPOSED SANITARY SEWER �- O PROPOSED STORM SEWER IN PROPOSED WATER LINE ,``,` � `% \111111111 /fI',11-, ,.��P............. 60 S o - .7 t Q: zX �-...w 01 to O LEGEND 25 LOT NUMBER D.E. DRAINAGE EASEMENT SCALE: _� OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. NON- ACCESS EASEMENT B.L. BUILDING LINE L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT L.D. LEGAL DRAIN C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE ALL PAVING TO COMPLY WITH 56' R/W SSPPECIFICATIONS OF LN.D.O.T. 10' 30' PAVEMENT 10' 22'o-NN0'' BITUMINOUS 1 SURFACE 2'-0' 2 W RB CURB 4' CONC. WALK I 4' CON WALK LOPE 1/4* FT. SLOPE 1 /4' T. SEWL -Al " / FT.. -1 - SLOPE: 1/4' / FT. ,.+rrF•in i ," ' ° "=5 .� 1' H.A. SURFACE 3' H.A. BINDER _ 9" COMPACTED #53 "� "�'q'R ; S.S.D. TO BE INSTALLED cTED UNDER CURB BOTH SIDES AWPW 1 qL / p yp ��OTFypSTREET NOTE: ASPHA�LNT 'EE5ULSUS% Ve gZPLMJED AE -T M1ATER1C0 S ONE. A FAA C� j (CURBS. TYPICAL STREET CROSS SECTION NOT TO SCALE } M V) z O V) 5 w X Y a 0 O m Y m 3o <Lo 8 o n °6 6 LLI cc w U z OO Lo °z_ W a' �>/ d' L1. 00 V M Q L_ J I V I W r W of !Z O V 00 Z 1 LLJ o Z LO J 0) v� 00 o (n 00 0_ Z z 0U z Q � Q W W W Q :2 Q CK 0- SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U *PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)] PERMITTED DENSITY = 1 [1 +1.5(41.73 % -15Yo)] PERMITTED DENSITY = 1.40 SPEED LIMIT: 25 MPH 111 STIR 1� FLA 131ST SITE THE. VILLAGES OF ` ` WESTCLAY a� ; � e � r Q K E Q� Y' VICINITY MAP NOT TO SCALE LEGEND =O=== === EXISTING SANITARY SEWER EXISTING CONTOUR PROPOSED SANITARY SEWER �- O PROPOSED STORM SEWER IN PROPOSED WATER LINE ,``,` � `% \111111111 /fI',11-, ,.��P............. 60 S o - .7 t Q: zX �-...w 01 to O LEGEND 25 LOT NUMBER D.E. DRAINAGE EASEMENT SCALE: _� OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. NON- ACCESS EASEMENT B.L. BUILDING LINE L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT L.D. LEGAL DRAIN C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE ALL PAVING TO COMPLY WITH 56' R/W SSPPECIFICATIONS OF LN.D.O.T. 10' 30' PAVEMENT 10' 22'o-NN0'' BITUMINOUS 1 SURFACE 2'-0' 2 W RB CURB 4' CONC. WALK I 4' CON WALK LOPE 1/4* FT. SLOPE 1 /4' T. SEWL -Al " / FT.. -1 - SLOPE: 1/4' / FT. ,.+rrF•in i ," ' ° "=5 .� 1' H.A. SURFACE 3' H.A. BINDER _ 9" COMPACTED #53 "� "�'q'R ; S.S.D. TO BE INSTALLED cTED UNDER CURB BOTH SIDES AWPW 1 qL / p yp ��OTFypSTREET NOTE: ASPHA�LNT 'EE5ULSUS% Ve gZPLMJED AE -T M1ATER1C0 S ONE. A FAA C� j (CURBS. TYPICAL STREET CROSS SECTION NOT TO SCALE } M V) z O V) 5 w X Y a 0 O m Y m 3o <Lo 8 o n °6 6 LLI cc w U z OO Lo °z_ W a' �>/ d' L1. 00 V M Q L_ J I V I W r W of !Z O V 00 Z 1 LLJ o Z LO J 0) v� 00 o (n 00 0_ Z z 0U z Q � Q W W W Q :2 Q CK 0- SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U VICINITY MAP NOT TO SCALE LEGEND =O=== === EXISTING SANITARY SEWER EXISTING CONTOUR PROPOSED SANITARY SEWER �- O PROPOSED STORM SEWER IN PROPOSED WATER LINE ,``,` � `% \111111111 /fI',11-, ,.��P............. 60 S o - .7 t Q: zX �-...w 01 to O LEGEND 25 LOT NUMBER D.E. DRAINAGE EASEMENT SCALE: _� OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. NON- ACCESS EASEMENT B.L. BUILDING LINE L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT L.D. LEGAL DRAIN C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE ALL PAVING TO COMPLY WITH 56' R/W SSPPECIFICATIONS OF LN.D.O.T. 10' 30' PAVEMENT 10' 22'o-NN0'' BITUMINOUS 1 SURFACE 2'-0' 2 W RB CURB 4' CONC. WALK I 4' CON WALK LOPE 1/4* FT. SLOPE 1 /4' T. SEWL -Al " / FT.. -1 - SLOPE: 1/4' / FT. ,.+rrF•in i ," ' ° "=5 .� 1' H.A. SURFACE 3' H.A. BINDER _ 9" COMPACTED #53 "� "�'q'R ; S.S.D. TO BE INSTALLED cTED UNDER CURB BOTH SIDES AWPW 1 qL / p yp ��OTFypSTREET NOTE: ASPHA�LNT 'EE5ULSUS% Ve gZPLMJED AE -T M1ATER1C0 S ONE. A FAA C� j (CURBS. TYPICAL STREET CROSS SECTION NOT TO SCALE } M V) z O V) 5 w X Y a 0 O m Y m 3o <Lo 8 o n °6 6 LLI cc w U z OO Lo °z_ W a' �>/ d' L1. 00 V M Q L_ J I V I W r W of !Z O V 00 Z 1 LLJ o Z LO J 0) v� 00 o (n 00 0_ Z z 0U z Q � Q W W W Q :2 Q CK 0- SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U ALL PAVING TO COMPLY WITH 56' R/W SSPPECIFICATIONS OF LN.D.O.T. 10' 30' PAVEMENT 10' 22'o-NN0'' BITUMINOUS 1 SURFACE 2'-0' 2 W RB CURB 4' CONC. WALK I 4' CON WALK LOPE 1/4* FT. SLOPE 1 /4' T. SEWL -Al " / FT.. -1 - SLOPE: 1/4' / FT. ,.+rrF•in i ," ' ° "=5 .� 1' H.A. SURFACE 3' H.A. BINDER _ 9" COMPACTED #53 "� "�'q'R ; S.S.D. TO BE INSTALLED cTED UNDER CURB BOTH SIDES AWPW 1 qL / p yp ��OTFypSTREET NOTE: ASPHA�LNT 'EE5ULSUS% Ve gZPLMJED AE -T M1ATER1C0 S ONE. A FAA C� j (CURBS. TYPICAL STREET CROSS SECTION NOT TO SCALE } M V) z O V) 5 w X Y a 0 O m Y m 3o <Lo 8 o n °6 6 LLI cc w U z OO Lo °z_ W a' �>/ d' L1. 00 V M Q L_ J I V I W r W of !Z O V 00 Z 1 LLJ o Z LO J 0) v� 00 o (n 00 0_ Z z 0U z Q � Q W W W Q :2 Q CK 0- SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U SHEET NO. OF 1 SHEETS 1OB NO-40605 • 0 I W U