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Home My WebLink AboutPreliminary Plat pg 1THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH AND ASSOCIATES INC. 9940 ALLISONVILLE ROAD P.O. BOX 509007 INDIANAPOLIS, INDIANA 46250 PHONE: (317) 849 -5935 THIS INSTRUMENT PREPARED FOR: CENTEX HOMES 6602 E. 75TH STREET, SUITE 100 INDIANAPOLIS, INDIANA 46250 PHONE: (317) 915 -2200 CONTACT: TOM KUTZ JAMES D. NICHOLSON INST.#9315518 N-W- COR. E 1/2 S.W. 1/4 SEC. 20 -TI SN -F;3E NORTH LJNq S.W. 41 st STREET THOMAS THOMAS M. KING INST.#9713300 169.26' , 25' D.dcU.E 2' N.A E.� 40' B.L. - i \}jpryr mr�C• �: r ROBERT L STANLEY & HELEN P. STANLEY INSL# 9909934775 1 j e W 00 01 A. rZ I I f 123;797. sr'ft . ez� N VA�. D.U.& L A.E. '• W 4 N89'4727'W \ 4i 168.27' ro I" 4 36 �� a 1 143. sq.ft. N88b'47.27'W 3 <� I 13,5027sq.ft PETER C. HENTZ & li • 4i 3p v o8 _ v, MARGARET B. HENTZ 1 25 D.&U.E. o M 13,50b. sq.ft. INST.#9809856771 TOTAL LOTS C� 0 w oz o N8 '47'27'W N 1.41 U 1 AZ: 1,000. sq.ft43: y5o'00' B I 589�4T2TE \ . I 39 140.00' s * 13,5 �0. sq.ft � M 7 `° N o V m 3 4 q m N8947'27'W m N -c IS89a7'27"E- OPEN SPACE IN THE SUBMITTED PLAT sq.ft. - -�'150.00' ,593. sq.ft - 1 -2 5,__sq ft• 15,830. sq.ft. MAINTENANCE ACCESS EASEMENT 14,420. sq.ft. 35 B.L S- ` P" Z 18,545. , sq.ft. l0 13,5i �q.ft _ - 25' D.U.&S.S.E. //W V o N89,47'27iw 3S' r -:- 25 D.& U.E. 150.00' -3 w 30.03' 90.00' _ M L �_ l /�' 41 M W O IZ j 13,500. sq.ft. h L-;5' D.U. &S.E. N MICHAEL A. CLAYFOR & ` N89'47I27"W DEBORAH L WINCHESTER 11 150.00' INST.#8823996 Q 1`5 D.0 &S. j I ° 13,500. sq.ft. II + N89.47'27'W 0f d' O I 150.00' CO I N ° 43 r11Si N C-4 °I 13,500. s. I ,`11 %s � ....... 6� •,, -- N89-17!27'W" LL O ��O O O ��7 c O w /15D,00' J / W m vi r W_ s„ 13,737. sq.ft ° FHASE E4 Go •` O tG + N O N �1 aaxa� c min rz^*caae tom? 15' D:£. 200.33 1"= - L 25 D.&U.E. 40' B.L. TOTAL LOTS 3 149.44' 14 in 0 w oz o j 46 E GROSS DENSITY 1.41 U 1 AZ: 1,000. sq.ft43: 32.004 B I 589�4T2TE \ N o C.A. #1 . 140.00' 75, 616 .\,,sq. ft. * VAR. D.U.& LK .A.E• � M 7 `° N o V m 3 h s THE RIDGE AT HAYDEN RUN - = W i4:419__ffiW LEGAL DESCRIPTION Part of the East Half of the Southwest Quarter of Section 20, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Beginning at a point on the East line of the Southwest Quarter of Section 20, Township 13 North, Range 3 East which is 263.49 feet South 00 degrees 28 N.E. COR. S.W. 1/4 SEC. 20- T18N -R3E ( assume bearing) minutes 36 seconds West d bin from the Northeast corner thereof; thence North 90 degrees 00 minutes 00 seconds West parallel with the North line �� ` P.�,•, .vr• __ ___ -' ., .� of said Southwest Quarter 826.60 feet; thence North 00 degrees 28 minutes 36 3,Si;AVEMENI ElE9�+T�Kt_-- _.�.- --.r" -••-• r. �,._.- ._- a,,, -.-- e- w.��...•., -- s<r. -- C- .-= .r_; -= - ••- R•-- r- �'i= «or -... seconds East parallel with the East line of said Southwest Quarter 263.49 feet to the North line of said Southwest Quarter; thence North 90 degrees 00 minutes yy � r' i 00 seconds West on and along said North line 499.25 feet to the West line of S)FONE(SHOULDER �n „ - �� EDE`STRIENSHOILDER the East Half of said Southwest Quarter; thence South 00 degrees 26 minutes -(TYPICAL) :+ -" �.� -! �/ / 08 West on and along the West line of said East Half, 2628.43 feet to the South line of said Southwest Quarter; thence South 89 degrees 58 minutes 42 seconds , Fi East on and along said South line 1323.96 feet to the East line of said - -' / / Southwest Quarter; thence North 00 degrees 28 minutes 36 seconds East on and 04 - ' along said East line 2365.45 feet to the place of beginning, containing 74.347 N - y f acres more or less. S /42480/Legal October 18. 2001 W D. BOONE "� � / P.B. 238, PG. 101 / ..tea. w �-- • o+n-- . -_...- •.-� 90;00` 90.00' 90.00' 90.00'% - 9D.00" 90.00 7 90.04 - 15' D:£. N 45 1"= 12,000 12,752. q.ft. I S8530100 ;V / 0 / ` TOTAL LOTS 3 149.44' 14 in }� w oz o j 46 E GROSS DENSITY 1.41 U 1 AZ: 1,000. sq.ft43: 32.004 B I 589�4T2TE a PC N o a rf w 140.00' 43,450. S�q * 1 12,559- � M 7 `° N o V m 3 4 q m I 12,513. sgtft. m N -c IS89a7'27"E- THE RIDGE AT HAYDEN RUN - = W i4:419__ffiW LEGAL DESCRIPTION Part of the East Half of the Southwest Quarter of Section 20, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Beginning at a point on the East line of the Southwest Quarter of Section 20, Township 13 North, Range 3 East which is 263.49 feet South 00 degrees 28 N.E. COR. S.W. 1/4 SEC. 20- T18N -R3E ( assume bearing) minutes 36 seconds West d bin from the Northeast corner thereof; thence North 90 degrees 00 minutes 00 seconds West parallel with the North line �� ` P.�,•, .vr• __ ___ -' ., .� of said Southwest Quarter 826.60 feet; thence North 00 degrees 28 minutes 36 3,Si;AVEMENI ElE9�+T�Kt_-- _.�.- --.r" -••-• r. �,._.- ._- a,,, -.-- e- w.��...•., -- s<r. -- C- .-= .r_; -= - ••- R•-- r- �'i= «or -... seconds East parallel with the East line of said Southwest Quarter 263.49 feet to the North line of said Southwest Quarter; thence North 90 degrees 00 minutes yy � r' i 00 seconds West on and along said North line 499.25 feet to the West line of S)FONE(SHOULDER �n „ - �� EDE`STRIENSHOILDER the East Half of said Southwest Quarter; thence South 00 degrees 26 minutes -(TYPICAL) :+ -" �.� -! �/ / 08 West on and along the West line of said East Half, 2628.43 feet to the South line of said Southwest Quarter; thence South 89 degrees 58 minutes 42 seconds , Fi East on and along said South line 1323.96 feet to the East line of said - -' / / Southwest Quarter; thence North 00 degrees 28 minutes 36 seconds East on and 04 - ' along said East line 2365.45 feet to the place of beginning, containing 74.347 N - y f acres more or less. S /42480/Legal October 18. 2001 W D. BOONE "� � / P.B. 238, PG. 101 / ..tea. w �-- • o+n-- . -_...- •.-� 90;00` 90.00' 90.00' 90.00'% - 9D.00" 90.00 7 90.04 - C.A. 15,495. V.-E. /AR. D.U.& 90.00' 90.00' / 98:11` 6.98' ?7 �� 2 q`I s I 107.49' 25` D�dcU.E . f w w 25' D.dc `�E 47` \ 9� 65 25' D.& U.E. 35 B.L i N 3 ui 35 qr� / 35' B.L o o a d o0 ° oa d •ro 35 0 ^ 34 �I o ' I- 33 ° 32 v \ �,� 16,860. sq ft. I 12,600. sq.ft. � 1 ,600. sq.ff' 13,880. S ,fth ^� \ �*o s..• 13,266. sq.ft. ry`vy, 31 / dos- o� -\ S8s24'o3 "E 15' D.E. 90.00' 86.43' 2,798. sq. ft..4 N� s 184.98' f I S89'52'53'E 6�8j>� O'hti 00 f � mod" � \ � - � o 10 sss34 sso3 30 \ F N\ 5,256. sq.ft. l !21g 3+ 1 ,755. sq.ft. \ \ \S89-24'03'E A. #3 � I 595.D w -4 i 148.76 541. s .ft. .�^� i ASg,1a ' r D.U.& 9.A.E.. % ••• \ ;! +' 11 (° - o' 29 1 ,332. sq.f . o f' m ° 13,348. sq.f / fi.. ��• i w S89'24'O3' ��-- ,.;� N8924'03 "W n R 140.00' 140.00' B, g 28 °o I 1 .6 0 ?sq.ft. \ a°, 12,748. sq.f . I 0) N I 15' D.U. &s. POND'S L 75' D.U. &S.E. S8 4' 03.E 64,998_ sq.ft. N8924'03'w I J 140.00' 51,47' SS • 1. 3 143.30' n of 15' D.U.&S-E 89'47'27'E 25 _\ s3 i • °° ° 13 ! I o 9 w , 344 +R� i; �\ ,n 15' D.U. &S.E. m w aoi in o 115.00' 15 E n \2 F \ 1 N o 27 I ° °o o° �.1 ,600. sq.ftl ° I°� - / a1 W M o o \� ! h rn 13,045. sq.ft"' ao n I Co `� ° r. ° • N S89'24'03'E In M ° ° �1 • l N "' g 49 1 ' ° N _ z r� c'm y1 •- r N8924'03 "W 140.00' 4i o• 5 s `-14 ; 48 0 12,85. sq.f�t. 18,235. sq.ft. a� !� '7�I6so' -co o I N I 6,014 sq.ft. `' �' q 'y N N 1T n 3 s ! 35 B.L. �� . -(ja 6� � n f 13,34' sq.ft. I� y 25 U.&S.S.E 1k''�" r.�5j 90,\ �a� ;� } 14,474. sq. . F 3 {, S81 .0l '54-E 1 � _ •'..• -... M v. =; r� • 4' X61 y l � ° i 144 34' S89'47'27'E\ - N 228.36' 38'R. oI� v` 51 w IN I N I oI� I(A z I ; I CAI a 1 i5 I w r ' \ 1117 1185. S . {t. rn o z / 80 / I I PROPOSED C.T.R.W.D. q } ° / 25 g 1 SANITARY EWER INTERCEPTOR 95.0 .22'38 'n /s.f0 �iS,13,540. sq.ft ��, 1 14,522. ''stF.f #. n h I lo,!!!y 25 D.&U.. / 35' B. i ls• 40 b 4 F ai °O RO• s'F tY ,i), / " 3 o °• s ate; �y o. \ �, I I 1 r 1 Mo r A ft. o 54 53 ti ��o y s, Jty�•:i 0 16 C5 1 , . a tr °$ 1•8,23V sq.ft. "14,214. �S s�q.� ft . 2,856. q f 15' D.UI&S.E. g ° I \x.0,0/ �y� ��'�' / O° / t SS'sr0• y° 9'47' 7'E 83 15 O� 10 'y`L O; 4 w3 00, o�° 6,° -7 115- ;600. sq.ft. /12,998. sq.ft. 15' D. deS.E. /// IV7476. 'ST 47�" " ._ I I ° 55 E 'm 'S "W N89'47'27 "W -.. -• .e7 / �'S,. \ ZS. .'.. 12,, 65. sq.ft' ° o p0 .ojo, 2 "qo �� oo° a� 89'47'27'E i nl QEOEgP� N C.A. 3 \ 13,166 2s�, ft. 18 G¢SF 2 5' J/ ... f w __- 141.25' I e ti 'y 'i75;541. sif ft. `1� 4ke. / �P �' 13,192. sq.ft. -, 0 • \J n `J „R- ' //a at; VAR. D.U.& LM Aj ' a1 l9y4 yi �� SS'RO. 56 M; �; 4,831. sq.ft. f ro N 2) 0 0� N86'33'35 2 14,560. s;q.f 6613,385. sq.ft 90.00' a , ;10. •� 1 111 ;L 4 51:73' f ycj tv z 15 D.E. / �° / � N74�6531W / 980, F Q /� C.A. #5 I 55�; ye W 14p•oo' 1 / .y 248,676. sq.ft. 57 N e• 2O VAR. D.U.& LM.A.E. W x \ 4,808 S I ?16,122. sq.ft. o � 50 o ( ER FAMILY PARTNERSHIP, LF /� INST.//9509566104 4 12,600. sq.ft. N� . - -''� o n- S \. �- __ 25 D. &U.E 240.7�# _ -' o S87 i4'S6" " r'° N N sE e f 69,158 sq.ft. I I z • � I I • SOILS MAP NOT TO SCALE SITE DATA AVERAGE LOT SIZE 15' D:£. S .Ft. 1"= 12,000 15 D.E. % / ` TOTAL LOTS 105 o°z v oz o Ac. GROSS DENSITY 1.41 U 1 TOTAL COMMON AREA 32.004 w - N _.. N a PC N o a rf w m �e� 7 43,450. S�q * 1 12,559- t o= m 3 4 q m ca 5 N W COMMON AREA 8 OPEN SPACE IN THE SUBMITTED PLAT sq.ft. 12,576. sq� t. • •L ,593. sq.ft - 1 -2 5,__sq ft• 15,830. sq.ft. MAINTENANCE ACCESS EASEMENT 14,420. sq.ft. 35 B.L S- ` P" Z 18,545. , sq.ft. _ - 25' D.U.&S.S.E. //W V - 3S' r -:- 25 D.& U.E. J 30.03' 90.00' _ 0) L �_ l /�' „ A, • �� .,• C.A. 15,495. V.-E. /AR. D.U.& 90.00' 90.00' / 98:11` 6.98' ?7 �� 2 q`I s I 107.49' 25` D�dcU.E . f w w 25' D.dc `�E 47` \ 9� 65 25' D.& U.E. 35 B.L i N 3 ui 35 qr� / 35' B.L o o a d o0 ° oa d •ro 35 0 ^ 34 �I o ' I- 33 ° 32 v \ �,� 16,860. sq ft. I 12,600. sq.ft. � 1 ,600. sq.ff' 13,880. S ,fth ^� \ �*o s..• 13,266. sq.ft. ry`vy, 31 / dos- o� -\ S8s24'o3 "E 15' D.E. 90.00' 86.43' 2,798. sq. ft..4 N� s 184.98' f I S89'52'53'E 6�8j>� O'hti 00 f � mod" � \ � - � o 10 sss34 sso3 30 \ F N\ 5,256. sq.ft. l !21g 3+ 1 ,755. sq.ft. \ \ \S89-24'03'E A. #3 � I 595.D w -4 i 148.76 541. s .ft. .�^� i ASg,1a ' r D.U.& 9.A.E.. % ••• \ ;! +' 11 (° - o' 29 1 ,332. sq.f . o f' m ° 13,348. sq.f / fi.. ��• i w S89'24'O3' ��-- ,.;� N8924'03 "W n R 140.00' 140.00' B, g 28 °o I 1 .6 0 ?sq.ft. \ a°, 12,748. sq.f . I 0) N I 15' D.U. &s. POND'S L 75' D.U. &S.E. S8 4' 03.E 64,998_ sq.ft. N8924'03'w I J 140.00' 51,47' SS • 1. 3 143.30' n of 15' D.U.&S-E 89'47'27'E 25 _\ s3 i • °° ° 13 ! I o 9 w , 344 +R� i; �\ ,n 15' D.U. &S.E. m w aoi in o 115.00' 15 E n \2 F \ 1 N o 27 I ° °o o° �.1 ,600. sq.ftl ° I°� - / a1 W M o o \� ! h rn 13,045. sq.ft"' ao n I Co `� ° r. ° • N S89'24'03'E In M ° ° �1 • l N "' g 49 1 ' ° N _ z r� c'm y1 •- r N8924'03 "W 140.00' 4i o• 5 s `-14 ; 48 0 12,85. sq.f�t. 18,235. sq.ft. a� !� '7�I6so' -co o I N I 6,014 sq.ft. `' �' q 'y N N 1T n 3 s ! 35 B.L. �� . -(ja 6� � n f 13,34' sq.ft. I� y 25 U.&S.S.E 1k''�" r.�5j 90,\ �a� ;� } 14,474. sq. . F 3 {, S81 .0l '54-E 1 � _ •'..• -... M v. =; r� • 4' X61 y l � ° i 144 34' S89'47'27'E\ - N 228.36' 38'R. oI� v` 51 w IN I N I oI� I(A z I ; I CAI a 1 i5 I w r ' \ 1117 1185. S . {t. rn o z / 80 / I I PROPOSED C.T.R.W.D. q } ° / 25 g 1 SANITARY EWER INTERCEPTOR 95.0 .22'38 'n /s.f0 �iS,13,540. sq.ft ��, 1 14,522. ''stF.f #. n h I lo,!!!y 25 D.&U.. / 35' B. i ls• 40 b 4 F ai °O RO• s'F tY ,i), / " 3 o °• s ate; �y o. \ �, I I 1 r 1 Mo r A ft. o 54 53 ti ��o y s, Jty�•:i 0 16 C5 1 , . a tr °$ 1•8,23V sq.ft. "14,214. �S s�q.� ft . 2,856. q f 15' D.UI&S.E. g ° I \x.0,0/ �y� ��'�' / O° / t SS'sr0• y° 9'47' 7'E 83 15 O� 10 'y`L O; 4 w3 00, o�° 6,° -7 115- ;600. sq.ft. /12,998. sq.ft. 15' D. deS.E. /// IV7476. 'ST 47�" " ._ I I ° 55 E 'm 'S "W N89'47'27 "W -.. -• .e7 / �'S,. \ ZS. .'.. 12,, 65. sq.ft' ° o p0 .ojo, 2 "qo �� oo° a� 89'47'27'E i nl QEOEgP� N C.A. 3 \ 13,166 2s�, ft. 18 G¢SF 2 5' J/ ... f w __- 141.25' I e ti 'y 'i75;541. sif ft. `1� 4ke. / �P �' 13,192. sq.ft. -, 0 • \J n `J „R- ' //a at; VAR. D.U.& LM Aj ' a1 l9y4 yi �� SS'RO. 56 M; �; 4,831. sq.ft. f ro N 2) 0 0� N86'33'35 2 14,560. s;q.f 6613,385. sq.ft 90.00' a , ;10. •� 1 111 ;L 4 51:73' f ycj tv z 15 D.E. / �° / � N74�6531W / 980, F Q /� C.A. #5 I 55�; ye W 14p•oo' 1 / .y 248,676. sq.ft. 57 N e• 2O VAR. D.U.& LM.A.E. W x \ 4,808 S I ?16,122. sq.ft. o � 50 o ( ER FAMILY PARTNERSHIP, LF /� INST.//9509566104 4 12,600. sq.ft. N� . - -''� o n- S \. �- __ 25 D. &U.E 240.7�# _ -' o S87 i4'S6" " r'° N N sE e f 69,158 sq.ft. I I z • � I I • SOILS MAP NOT TO SCALE SITE DATA AVERAGE LOT SIZE 13,754 S .Ft. SMALLEST LOT 12,000 S .Ft. LARGEST LOT 18,739 S .Ft. TOTAL LOTS 105 12.740 AC.f TOTAL ACRES 74.347 Ac. GROSS DENSITY 1.41 U A TOTAL COMMON AREA 32.004 Ac.f PRESENT ZONING S -1 j w SUBMITTAL DATE 12/7/01 ALLOW. DENSITY 1.42 U A *PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)] PERMITTED DENSITY = 1 [1 +1.5(43 % -15 %)] PERMITTED DENSITY = 1.42 SPEED LIMIT: 25 MPH 10' 2' -0' 8830. 4' CONC. WALK I I ( 4' CON WALK I+ Trt .SLOPE Ile FT. SLOPE: 1/4" / FT. SLOPE: 1/4' / FT. SLOPE t/4" FT- PREPARE SUBGRADE COMPACTED S.S.D. TO BE INSTALLED TO 98X STANDARD PROCTER UNDER CURB BOTH SIDES OF STREET NOTE: 0.10 - 0.15 GAL SpQ. YD- OF TYPE AE -T ASPHALT EMULSI TO BE APPLIED BE EACH LAYER OF BITUMINOUS MATERIAL STONE, AND FACE OF CURBS. TACK COAT (PER ISHA SPECS.) TYPICAL STREET CROSS SECTION NOT TO SCALE GENERAL NOTES: 1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING CONSTRUCTION. LOTS TOTAL ACRES TOTAL C.A. SECTION 1 58 44.413 Ac -f 19.264 AC.t SECTION 2 47 29.934 AC.f 12.740 AC.f TOTAL 105 74.347 AC.t 32.004 AC.t *PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)] PERMITTED DENSITY = 1 [1 +1.5(43 % -15 %)] PERMITTED DENSITY = 1.42 SPEED LIMIT: 25 MPH 10' 2' -0' 8830. 4' CONC. WALK I I ( 4' CON WALK I+ Trt .SLOPE Ile FT. SLOPE: 1/4" / FT. SLOPE: 1/4' / FT. SLOPE t/4" FT- PREPARE SUBGRADE COMPACTED S.S.D. TO BE INSTALLED TO 98X STANDARD PROCTER UNDER CURB BOTH SIDES OF STREET NOTE: 0.10 - 0.15 GAL SpQ. YD- OF TYPE AE -T ASPHALT EMULSI TO BE APPLIED BE EACH LAYER OF BITUMINOUS MATERIAL STONE, AND FACE OF CURBS. TACK COAT (PER ISHA SPECS.) TYPICAL STREET CROSS SECTION NOT TO SCALE GENERAL NOTES: 1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING CONSTRUCTION. VICINI -?Y MAP NOT ?-0 SCALE o�m LEGEND z EXISTING TREE LINE -CT-- '. BITUMINOUS 0415TN6MFF_T 4 f s r li 21 PROPOSED SANITARY SEWER �-- • -4 PROPOSED STORM SEWER W n _o Cn PROPOSED SWALE L I 25 LOT NUMBER D.E. O� j w DRAINAGE UTILITY & SEWER EASEMENT M817E- DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. U B.L. BUILDING LINE C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR WU D.U. &L.M.A.E. DRAINAGE UTILITY & LANDSCAPE MAINTENANCE ACCESS EASEMENT oI. O S- ` W n. Z `- 0 //W V Z J rn s 0) L -,t J ch W O IZ Z O n z z U Y a_ SHEET NO. OF 2 SHEETS cc: Q j II + n N 0f O 0 W�� zm U') STREET r11Si N 'S. - ,`11 %s � ....... 6� •,, -- LL O ��O O O ��7 c O cv r W_ s„ THE; VILLAGES : OF y�) TIC V B�t'r iN °571 sIR :. STREET VICINI -?Y MAP NOT ?-0 SCALE o�m 50' LEGEND z EXISTING TREE LINE -CT-- -EXISTING STORM SEWER BITUMINOUS z ---8M1 EXISTING CONTOUR PROPOSED SANITARY SEWER �-- • -4 PROPOSED STORM SEWER W 12 z _o Cn PROPOSED SWALE LEGEND 25 LOT NUMBER D.E. w � 0 0 j w DRAINAGE UTILITY & SEWER EASEMENT D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT N.A.E. U B.L. BUILDING LINE C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR WU D.U. &L.M.A.E. DRAINAGE UTILITY & LANDSCAPE MAINTENANCE ACCESS EASEMENT oI. O S- ` W n. Z `- 0 //W V Z J W rn s 0) In -,t J ch W O IZ Z O n z z U Y a_ SHEET NO. OF 2 SHEETS Q n N � O 0 W�� zm U') :- N ,`11 %s � ....... 6� •,, -- LL O ��O O O ��7 c O cv r W_ L.L V 50' LEGEND z EXISTING TREE LINE -CT-- -EXISTING STORM SEWER BITUMINOUS I EXISTING SANITARY SEWER ---8M1 EXISTING CONTOUR PROPOSED SANITARY SEWER �-- • -4 PROPOSED STORM SEWER W PROPOSED WATER LINE • • < PROPOSED SWALE LEGEND 25 LOT NUMBER D.E. DRAINAGE EASEMENT SCALE: 1 -100 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 C.A. COMMON AREA OSP OPEN SPACE IN THE SUBMITTED PLAT SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE D.U. &L.M.A.E. DRAINAGE UTILITY & LANDSCAPE MAINTENANCE ACCESS EASEMENT 50' R/W z 0 30' PAVEMENT BITUMINOUS SURFACE z TO COMPLY WITH ,5 OF THE I.N.D.O.T. 1" H.A. SURFACE 3" H.A. BINDER 9' COMPACTED #53_ REFIVED DEC T 2001 Docs JOB NO. 42480 -t' z 0 Lo z W a' 00 z V) •Z 7ZNNJ Z < J z Q W J t\ C 1 V ir W I r- W Z oI. O S- ` 00 Z `- 0 //W V Z J W 0) In -,t J ch 00 O IZ Z O n z z JOB NO. 42480 z z •Z 7ZNNJ Of z Q W J 0 Q 1 Z Q S- ` J (W 0 0 �W LL W J W U SHEET NO. OF 2 SHEETS JOB NO. 42480