Loading...
HomeMy WebLinkAboutBentwood Estates PPLEGEND: - - - - Subdivision Property Boundary Phase Boundary -+- -�- Proposed Storm Drain System and Direction of Flow Proposed Culvert Location - W Proposed 6" Water Line EW Existing Water Lines --" Existing Contour Line Gate Valve 0 Flush Valve Assembly Lot Number 1.39 AC. Lot Area Abbreviations P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement R.O.W. - Right of Way AC. - Acres P.O.B. - Point of Beginning Pr°p°se d. �av Duck -1 KEY TO PHASE NUMBER AND SHEET LAYOUT rnHQ)L i VVU 3� NOTE: SEE SHEETS MPP-2, MMP-3, AND MMP-4 FOR 1 "=100' SCALE DRAWINGS OF SITE �(31b UNPLATTED o0 _ OWNER: Inez M. Schehin Trust 22.219 AC. TO EXISTING ' J- \ DRAINAGE © ' 4339/178 SWALE Q f TYPICAL00 N 450 05 05" E - 950.00'/f� 8 I 1.82C. -Ff 00. R.O. � � �<-Z \``1.39 AC. 11.94 AC. ONE 18"0 •" ..� ,.� w .33 AC ,U �.LVERT �` ♦ ` 1 �' / i p / t' I 1, E , 4 Xi-� nr (� 1 i r, Y� ONE 18"0 Iasi V✓ i L CULVERT_._ 0 n F _�_"3 Ar. 1 N i-1:72-AC.:-...�• 1.83 AC. ` �1�AC:\'` o f BE�`WEEN L TyP L f .91 AC:'' I 1 C. Found Iron od gyp. P.O.B. �9 �R A o� N WELLBOR SUBJECT �' TRACT DUCK E VEN SUBDIV , ION ETJ ND VICINITY MAP GENERALNOTES: \ UNPLATTED EXISTING OWNER: JDE Development Co. Ltd. __ \DRAINAGE 160.489 At. SWALE 4339/199 Filed October 9, 2001 N 520 43' 37" E 3175.11, /F\ •f 2: 1 i. ``� 20'•U.CY aQ' P.U.E./' ` P.D.E. 113 j 2.r9.A 4. I 2.455/AC.� - , Ly 21 AC. I - ` `� ``t I / % 1 12.37 AC. / l _ 23 A�t. o4/ 1.91 ACI.---.!�- f J,•-! fZ i I -i- - 'i-- , CD .62 C. _2:AC ` 2.47 AC. --�-- _ __ ' 1 IP ' 2.22 P,L m 1.888'0 ABC-. 1 �1 -- ., .64 A -A 18"0 S 450 05' 05" W - 2206.33' 9 �C. ;___/ 1.56! AC. ''✓`v'-"0 DUL RT\y i ` \ 2, U AC •--f K� E\ TEitjPORARY�f + Eivvu 1 ` (( f TURN AROUN ` \ Ts , ' 1 O -- J - `i 1BETl/I EEN P AS\ ` ` •95 ABC. t .02 AC. 144 AC. (� f ,' f .15 ACC ' 14 � �-.,- � �� 9� .15 SAC. t 1 64 AC. ONE 3'E• = � _ 1.22 AC. I I ,- \ s ', `� , f / CULVERT -1 AC. 1 � t\ AC;.� -�t 1 ��" - , f ,'J� # i 2.17 AC I ,-�,\18 I/ 11 9/ 2.12fAC. 24"0 `. CULVERT UNPLATTED OWNER: Margaret Havens 60 AC. Save & Except Tract 2413/75 1. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 CO215 C, Panel No. 0215C, effective July 2, 1992, the property does not lie within the 100 year floodplain. 2. Existing Ground Contour Information was obtained from two U. S. Geoligical Surrey (USGS) quadrangle topographic maps: the Wellborn, Texas Quadrangle, 7.5 Minute Series, 1961 (Photorevised 1980); and the Clay, Texas Quadrangle, 7.5 Minute Series, 1959 (Photorevised 1980). The 2 ft. contour interval was obtained by interpolation between the 10 ft. contour intervals shown on the USGS maps and will be verified by a later "on -ground" topographic survey. 3. Minimum Building Setback Requirements are as defined in the City of College Station Zoning Ordinance No. 1638. 4. This development is currently in the Bryan, Texas Utilities Service Territory. 5. Water service will be supplied by the Wellborn Special Utility District. 6. Sanitary sewer service will be by on -site sanitary sewer facilities (OSSFs). 7. Public Utility Easement Requirements are as follows: 20' P.U.E. along Subdivision Boundaries. 20' P.U.E. each side of all Right -of -Way Boundaries. 20' P.U.E. centered along each lot line. 8. ZONING: Rural Area 9. LAND USE: Single Family Residential 10. ORIGIN OF BEARING SYSTEM: Found iron rod marking south corner of the 57.72 acre tract described in Volume 2413, Page 75 of the official records of Brazos County, Texas. Deed call bearing along FM 2154 held for control. i 200 0 200 FEET if 20' P.° .E./ _ 1.99 A S 43° 59' S0" E - 65.30' �i 89 AC. 4 1.88 AC. ('�� 3{ 1.74 AC �Y 1 IEE I I ' -W- - I r '; 1 I ♦ 4 / I) A NE 36; CULVERT / r� TYP. l� / P.D.E. 1 1 215 A(� 2.34 A �. " 2.67 AC. E i 1.761AC. W m "5b� "' o \\ 0 11/2.23 AC. 2.�`1 AC. I r / r �,� CULVERT 3. 1'7 AC:'\� � I E co o �`) 20' P.1.E./P.D. o 2AC. t I �? I `.Q % � \i ; } ~` r).00 2 P D E. �D o co d ! Lu �, i Ins'. A �.�\.�.. �6 C. 1.60 A .{ ; ti i i --I 20' P.U.EJP.D.E. -_'�"J'[ 11.85 `AC - L, - 1 f UL ERT 20' P.U.E./P.D.E- ! / g rd ti ._ 2,�U eV'-- f I F 1' P.U.E. ; TYP, ! [ ,.l � 2.Q1 A C. 1.8 ACC 11)87 q X] EXISTING S 460 10' 55" W - 2072.38' \ DRAINAGE \ SWALE UNPLATTED \ OWNER: Texas A & M University 100 AC. 937/503 OWNER/DEVELOPER: INEZ SCHEHIN TRUST TRUSTEES: INEZ SCHEHIN DR. M.L. SCHEHIN P.O. Box 293 200 River Points, Suite 309 Wellborn, Texas 77881 Conroe, Texas 77304 (979)690-3165 (888) 828-0895 SURVEYOR/ Riley Engineering Company ENGINEER: 7182 Riley Road Bryan, Texas 77808 (979) 589-2457 ENGINEER: CSC Engineering & Environmental Consultants, Inc. 3407 Tabor Road Bryan, Texas 77808 (979) 778-2810 EXISTING \ DRAINAGE \ SWALE 1 20' P.U.E./ P.D.E. ? S 400 08' 00" E-191.44' S 020 12' 21 " W-16.26' ~S21'02'12"W-4.99' S 360 22' 59" W - 212.20' PRELIMINARY PLAT - 1 &4 tile -1k BENTWOOD ESTATES TWO PHASES - 8 BLOCKS - 90 LOTS 204.054 ACRES - BRAZOS CO., TEXAS B.B.B. & C.R.R. SURVEY, A-82 B. McGREGOR SURVEY, A-170 OCTOBER 2001 W Q 0 W U) Uj R W J U_a ��zo 0 Oa� ¢OL.": Mm U) W~ZW Z OZ J�jO ZU W� Z� Q ¢O 0 0 '^ H Ill v dZ Wtr�� Z0 !OL ZWWi° WZZ¢_ _ aa� off Z DU �0�� L�u� W�z� WWUa JZ W�¢O z¢ U O LLI 0W QO H ZOO' >7Z 2Q� ¢ZafQ jZ QUWro =H WWZ lOLLi'1.0=F O�Sa a00o 0 U, UfZ�¢W U0 W 10 DQOWZZ K_ Q:0W000=z0OZ OUU WI-OU "-L- ❑ 0 H Z W~O in Z 0� t� pm0 3:.j 11MIA Wm m3 Z O W W W Z Z W t/)UW U SHEET TITLE: MASTER PRELIMINARY PLAT PROJ. NO.: 101025 DRAWN BY: DAB/JBF DATE: 11/12/01 SCALE: AS SHOWN APPR: MFC SHEET: MPP-1 jco zo M 0 o)cil !� z z cM 0 D n n O 00 O C m 0 D �z z c M m m En z z rci) O FM- 1 O 9 0 0 c C,n m C M cn D �z z c Ej M -0 m m z z C0 O NOTES: 1. See Sheet MPP-1 for general notes and key to symbols. 3� &' /4/ EXISTING 4" WATER LINE 100, R.O.W. UNPLATTED \OWNER: JDE Development Co., Ltd. z Q LU 160.489 AC. 2°43' N 52° \ ; Q 4339/199 Filed October 9, 2001 43 37" \ o U) �Q! _ --''-' t"` 1. .>''' ,.....-.1'"� �J' �''\ ,`` . 'fir-•,-` 1 l` �-� 2 ( F 4 '3E1 3f24 I 20' P.U.E /f 1 1 1 w N5Oil ' c , `` 1.87'rAC. , �, 1 J t i 1 i `'.t \t -- Y CD c9o' ` ` \ 20"`1?.U.E./ N� �-� jLi (]� F %'f �� ~P.Q.E. ; PE. .E. I \ LO r ` w f,i' 2.12 A, ^r 1 2� N46°3"E 14LO�-_i ! V ( .-/SO 2 ( r-�" ,� 11/ d 0 t i +tom { Q' ✓� j � tv t v j 1.83 AC. j r \ !� j� \ 4 '- EE L4 _ / 0 i J f /� ^�'. �1�� '0 ff Z � m ` V l Od az w w N4 °30'3' E 142:*l4 -�56 co J _ _ o / `' 1 ( d' .'/ N z 100 0 100 FEET i ` i --- S -� 1�._. / N � ¢ z - � oU K O f� / t f 1 ` ; d� w� mxzm wZ) 1 owIw UNPI ATTED �I j' ss �' 425A - - Q �o uwi oQ a� ONE 1 V"Y CULVERT j 24' EXISTING PAVEMENT WIDTH 1 1 Road to Proposed en �SUbdw�s,or C\.,f-k "Q LINE TABLE LINE LENGTH BEARING L1 195.98 N28°46'39"E L2 42.09 S28°54'09"W L3 174.50 S59°42'53"E L4 223.89 S22°00'09"E L5 738.03 S44°27' 1 YE L6 443.88 S44°27'1YE L7 89.95 S44°27'13"E L8 201.80 N79°43'24"E L9 294.16 N79°43'24"E L10 246.14 N45°34'16"E L11 84.49 S74°25'19"W L12 524.18 S84°38'36"W L13 94.43 S36°51'55"W L14 306.69 N43°48'14"W L15 317.54 N25°49'03"W L16 177.45 N28°46'39"E L17 617.60 N67°57'22"E L18 948.84 N45°48'23"E L19 254.66 S45°32'47"W L20 355.28 N44°31'17"W L21 519.24 S44°27'13"E L22 307.60 S22°00'09"E L23 358.93 N43°31'58"W L24 176.40 N46'30'32"E L25 760.73 N00°18'40"E L26 337.52 N59°42'53"W L27 146.92 N67°44'07"E L28 488.10 N28°27'55"E CURVE TABLE CURVE DELTA ANGLE TANGENT LENGTH RADIUS C1 34°10'37" 135.00 261.95 439.14 C2 28°51 '03" 140.00 274.06 544.26 C3 61°46'27" 150.00 270.36 250.76 C4 21'48'05" 55.00 108.67 285.59 C5 21*31'49" 100.00 197,64 525.96 C6 46'11'52" 130.00 245.76 304.80 C7 60°01'34" 75.00 136.02 129.84 C8 55'51'57" 200.00 367.80 377,21 C9 47'46'41 " 100.00 188.27 225.78 C10 20°38'22" 41.29 81.69 226.76 C11 37°04'58" 100.62 194.17 300.00 C12 39°14'08" 106.93 205.44 300.00 C13 22°55'27" 243.32 480.12 1200.00 C14 34°30'47" 124.25 240.951 400.00 C15 2710'40" 241.72 474.34 1000.00 C16 38*31'39"1 139.79 268.97 400.00 C17 20-26'31" 1 54.09 107.03 300.00 OWNER: Inez M. Schehin Trust r- , j �`�' o / �, ; Wit+ �`� ' Ze o� �ZoZ f '�-/ f t C� F i ( Z O lL O -"0) ' f 1 ®' P . /'� Q // ° � � D'y 1 t (( `�.._...,..._.,ems, •° 1 ` C0 r � v n. a o � > m 22.219 AC. f / P. o i �., \� o ,> / Wo �r.oq Oo 4 3 3 9 1 8 EXISTING \ ° /` f' w w z z ¢ WD DRAINAGE �` ..........--- i �� / 7 �hl�w `� ..� \ r1 �/' � N �l W�-� Oz�OU �0�� `{ I zm mu. EXISTING 8" SAINA L 1 31 �', f' j 1 r WmO - w a •1 I r a�0 LL /- f l n 1 zz ¢ o¢z z WATER LINE TYPICAL /f i \ �( 88 AC. �i" L / , \ d �, L 1� i 3 � / �S _ o ¢ z o 0 h 7 p 1 ( f r / zui oaow ¢O¢w Zvi .. 07. O 'i, ,� i IN f Zoa z�¢U ¢z�¢ =C9 N 450 05 05" E - 950.00' °� , =' f 9s % o�� \ -�--� � " I `' I `. ,, .:z W f � � � � LL - ') z � � z f \ \S 1 p ( ¢gQ aF�� o¢�wm V)i¢ j� y mzZ m� sz.- ` i LL ' �, 0, 9°9bN d wwo afWU w 7 36 % L.� 1 �� --- �` wow O .1a¢O°� o0 r ( S ! '�o � t� �o° __._- --... \ cn I C//�/ } `` I r � o w-� o o w z ri a o w z m S �' ''\ i \ S t� �{ W W 0 T U¢ U LL I- O U LL LL =mo O=�nomooxzo o? N45°05'05"E 309.24 N4 °05'05"E 356.79 N45°05'05"E N_�5°05'05"E 1.82 AC. ,'' DO / { w��c ` i f t _ '� ❑ ❑ ---__ ---7 - ----- --- / -- r1 2 P.U.E. �`b/' }, 'o'� `,1 f. \ = f ?`'256.38 `j ' c9� ! 123.0962-82 -� % TYP. Oo \ t �f'' \ OHO � F} N45°b7',�5"E 32b,16'`---. � .� `'1 \ �• s' '4 � ____ ,. / r 00 \ J� i` ; r % � �Q�/ \ ; 1 " I - � LFJ 30' P. .E.1 f gA /�-�/' (� 1 f /� N� \�9° 1.91 AC. �_ ^., \ N� 1L� 3-' 5.62 N4 °07,1 ,;E 284.9`5 `� i i 1 % / -,' 1.39 AC. `r C\j \ i ` a \� S / LT)� � l 4tf, .. ^< 6 � �`� .' / � / �'' •6J�\ '`-------•-._.. �Dc� //� ;`C' \ j ."``r LN .%/ , � I" _ 2 °� 2.54 AC. n / 1 5 ,t �� F �� j �f g tF J W 44.45 -� I 1.94 AC. ti cn t -- , %M r �� �, 20' P. f ? .� / r l \ E / r Q / 51' 55" L `199 /o�Y N 00 62 AC. 6- .\ l / G, 1 M 6 E. ' V/ t 1 v. r \ g- !1 /` N , s N Z h C < e `f ` la `j ' 2.33 AC. f V �-�.� j 2 o;J BLOCK' 1� ,7F 1 0 2,22 AC. 4O • ss\ %� 20' P.U.E/``� , �`� r' C EVERTi' -�` "� 1`� ``- ~. \ •,I P.D.E ��� / ``� ¢`oo i �q� J r c93 / �1 E , v.. -. 1� � \ s�Q� i o - ti`''\ "e ,� ,, o / 3 Zgo4 , -� ,N 1.80 AC 9 \ , 1, 6.0 ,� `' y�..- -- �--LL- ..-^"'..- ,c0 1 Q �'� ; .._L =181 .4 5 ' �, fi f/ CJ .. %i' � tl / N 1.64 � �° '0\ ..�-�"_,,.,v i , ' .'-�.._._._.�___.---'l •---... a . r�.�. oOn .-�.-- 9 <O / n (' `a O' N r� k1 N E 2 '� / / . �' 1 %� 1%� - -,, 1.52 AC. 1g 30 6' ��� /o �0 \i t �\ �i O \\ Fn ` ! o f LO r y 1 , o, } NZ C � 2 R�� <9jV / / T- x u°�i `'V w2. AC. AC. C U LV RT �� i�� 7)\ / r ,�i, o ` _ - i oo C' / r' % i �'� �`��►' .�" _- -. -O`�� Z / a/ry J l h �► / 1/8 �(' 1.56 ACC -. ` - �--' 8 30'p0 L _T87��j- / c� i` \ 'V ; Co ; f' % `.. -�,. t / 2 �-�-' N w `yt 20' P . P . E . N` -�`� �. �' ; _ f 0 N 18 " b f ;1` ''�e 2 6 2 % 28 ,- ��~' 6>°� a \\� 66 I d'- ` 1.71 AC. 1 2 N t \ _ - �1 T .=r-` �" - , l! - 28 30--'''�, > E w �sZ <, �j, s6\; P. ,%. LVER �-50.14 L 7S.3 -' s0 15 „�1•> \ / 0 l/ 3 ' _ _ -1 f l o 0 N E 18 b 1b ' s�,` - --'`� �,2a 46 / 1 7 L -24 • \4' NZ w� - C U LVE FAT � 16 1 / J ti-f fCULVERT E 1�� E�Sg� �--- w - 80 0 i 2 •�. -� /46'39 39' fw --- 4' l� o /� Z \\ \ \ 8 /� 46' ` '�--t=212.47' z'' 99 i �` a 333 NZ �16 _�. N2S / - �,7 W f_ w - _--_ _ M t 2.23 AC Q�? o� wLi Z 1.5 ,� � J _� � � / , � � `_ r � t �� N C8 J --- N 39"E142' � �s /� i � � �� 1.45 AC. \ U' { � o u, �� t I Al. C M„Lt, 5° / o o z w w L =12 / Q ! W -` --fig a- D C cV �� w r __ J�� ` _�_ = ---�_ �.� ._._u , y� ' W _ 1 �� r _ S38 37 23 - c" 1' i�f�l� LL�I � S N60- .�� .u_ -~ f' r j o 3g°37'23"WJ-"" \ o / u. (/E � F 1 r 1 1 t."'` 287.09 1 00N' S2 2 / o / y! - I _ �_- s � , -1 F 2.02 AC. 1.44 AC. t 1 262.$7 LO �. C7fce)� rC17r e✓ -- f i� / S i F w �. �u �, // ! r <n l N Z �.ti La 1 'O, /'/ �� \`.. _ e' rn M Z �' o� - -- - , O P ` Y' d U i'f f l f �1 �, ""` �N 7� �j, M a o f 1.72 AC. '" 'I'�S"AC. cn� ` til r 1 co { � _� r (� Q f {` ' / / N N 3 / /. .` ` `�� v ' ��-'------ � j N 1 q ; `o a� ; =' � � - - tt f' r �✓ N fi cn ' Y -- _ _ 39° 13' 08 WW-_ J ►- o i 1 �r N { CO - ' oN, g �' O / O Z _" ^� �� _ _ i N /' \' 8„W 1.22 AC. `� cn � � N i .--_-! � , ` \6 gsZ '� V .� � -fi I OCK TWO � , � __� � � N \�, � f " �O S 238.90� - o' Z w - f _ I _II t 4 }y ( j \ IyN S38° 5� �-- -- -% t �, �'`_�•� ' - 3 0' Z �► >i ' r '�J ?9 �6Z� `'` J W I S43Q2' _ -ti 336.17 ____ _ - - �_ ! I O 1, I !� t o - _� _ ---- " !" r� �` __- j `__ S44_22 17'W M„�L,ZZ°b z�� f�9 r Z _ -1 (, 325.02 . / 4f --' \ % L 249.94 v.t 29�L9Z ( f \ W 00 O d� j'� / _ --- i J I n °' il `� �f Z 1� 1 l "� r % ?OZ�, \ �'�< v) J r / ' U.� y J 1 1 II / I t P t f �� �� N� 1 P `T..._ w C w e" _'.__'.� o P ''�1.71 A `� ��w 9� <9 �w ' e BETWE rLOTS 91 AC f w -- '�" `r'� f C� °; `' �.. "' `\ \ �1-� u� ,�, ,v - �- j.! \ N Z I 'TYPICAL f 2.11 AC. f 2.05 AC. i % N j 93AC. - ti `'4 `r / 1.45 AC. r' �� Ali`' ` • . I �n col 1 i 4 / C6 (�f r % CU -'"� N4� 1 % �„ ` i `\ �, `, �.� �N / ' I 3 _ -' SHEET TITLE: CIOi \ �, �.. -- !! �r !� MASTER ;' J'~``' I`' 1 �•` `� `\ / f i i'� z� f PRELIMINARY Found Iron Fod ___ �_ it CO PLAT L--__- -___ - __41 N45°05'05"W 345. 6 N45°05'05"W 393.80 i N45°055"W 357j76 %- f 45° 5'Q5"W 30 6 \, N45°b�'05" W 23 3 �., N45°05'05"W 297.51 W i ; 69'8� M„S0, °S-bN -�0� M •0 r CO '00 PROJ. NO.: 101025 S 450 05' 05" W - 2206. 33t P, � �% DRAWN BY: DAB/JBF (0 DATE: 11/12/01 20' "BACI�CI..OT" 00 P.O.B. \\r ;' E,�F N oI � SCALE: AS SHOWN � �, P.U.E. �'� " f /f ��'' % APPR: MFC �� TYPICAL � "o� o"� f � l f� t / '. SHEET; 60- �FLs9 MPP-2 v D n 0 0 0 0 0 m M I lu n� ED z c ) m !T� � � z z 0 M D O M0 a 00 Ji N 0 � m m � v D �z o z "� 1. See Sheet MPP-1 for general notes and key to symbols. 0 1' _ .9Z OZ=, j �°' r, 2> i ifj G'�'° r f 58 05' 22 II �I I I �Ij'N a "J U1 0 D cyl OD 1" 1- I ip w'-�Cwr_ j ��v fiv t tV Jam" \ !T j '3 I i '` �6�� ; r 1pN ''f�` J 1 k col I s cl f j y PHA ONE-. \ ` r f I J' S43°46'35 S43°46'35'E '' �, `° }i W - # 294' 33 r - �� ❑ 236 0,8 229.44 4 -t - (" cp.s � - _I S43�50'46'E ! �✓ -- � -�= \p /� S43°46'3b"E - - ~ - BHA TV V ��� j 1 0` S43°07'48`E~r { __ 100 0 100 FEET rn `k I j t' j [ \ ` 1 �` o b f / 00 6 a5t, rJ 1 I 00 On -Lf) cn i i (NJ I. r OI \ ti y I I ; J I 1 J ` 1 �� �\, �. '1.5 I ❑'' cyl _Y , 1.57 AC. \� N v \ .64 AC. 0 .v D �` l ' r , i` - _ D - �� �w ri _- NOTES: _*__�- �'�� 1 `' j. f `' 1. ,IQ � z 1. See Sheet MPP-1 for general notes and key to symbols.00 N 440 46'34n W _ 731.84 � I �� I I t `,y •-�y.`..,-L i � � ..'' jj N I- N43 N43°8'"1419_530--__ W 92.37N44°464"W 731L L Z �`�40 Og1 di� ❑Cr z o �, I 11 ❑ 1❑ _- °5i3'29lam'E 337. 7 -,-f /LtA70�4r HAS -0_ _-1 S4_3 °44- 46 E 6 To ❑ = - -- . i I t 1--{ ~ J \ \ gti O� _ _ �O �, \ mr ❑ ` i S43°5 29"E 1.152 -f-'.4-3 °4-E-28 "E 4`86 -97120 COHASi O{ 3.27 AC. ��_ ��Z�% N43°48 14"W 30 .37 _7/ '�, ' \�.F 22 S o '1 \ a to J� S 2\ w _1/ `2.95AC. E 4' 1\ 92 AC. / � Og22`' ; �� _ S30°�Ov , 2 % t j �� F 26g 9 / �° f f % { z l cc0o �--•.,..,` ._. "` , °j \ j / co TEMPORARY TURN `l cc 5 ❑ h o \ S2 ° ` /� ` 2.15 AC. AROUND BETWEEN / /\ _. PHASES 20e P.U.E° I \; /� \s'F j / _ ��• ❑ /� i - ❑ i_ _ _ N43°31'58'W 100.19' `43 31;58"W 208.96 -/ 1 Lc)0�� ` �, ^`I J 'jg \ \ V �` • ` �AIV CE R o . \ _ j _..__ -.•.y / n a ` ` �`V o, 7 4.. \ 't S hA PLA `' _ `\ 162.55 J ' 2 -`, TYPICAL---- $`� `� J \ �.. - - _ �-., �`.!` ` ❑ \ S�2° /- `� CULV -'�� -� .43°3 cn 2.73 AC \ o n 6 4 �� \ \ SJ 2 <n /l t # ; ` „� W 22. 9 ^ Ff,3-5E7"E� I ❑ .L _ W �z f 1.87 AC. �'� /o f 3S\ \ �' `T c�`b / a1 1 / 37.01 ( N43°31 58' W 249.25 w j , = \ �/ / ` / = j F -Z /;�/ ,tip g z Q 1 \ fS2 �` \ / / f ' 1.59 AC. J -- _�-.-__.' _ �`! I I P.D.E. � S44°59'38'E i 00 F 71398.70 r'` s �� r 6� �` f ❑ r \ S2 I I �� CO / �`` w 0 N E 24 b ZI \/ >/ f �C' � � /'��, / .- e z/ N� 20° $.E,/0 "' CU i \'� �`' / ``._�`,^4� p� ` 2 3 \ C° I I I I _� co .t 00 LVE f T ��% 1 �� ._. _.. f ... CO �(0 2.47 AC. (.o / P.D. 4 I o 1.89 AC. "�( \ a, \ o r I LO i l N I i �i \ CO/ 00 n i \`` ~\ N I I o 2.37 AC. r( I N w w �,' rn wfr / u N d Ln '; 2.25 AC. / '��'n � z � , j l o' \ \ S2 ° co � � / ~` � vim' 'qi 2.39 AC. co ;--�, o o 1I �f - �ry / . - 7 .Js_ - \ LOCK THREEto \ z Lzu r w S`3°°01 y ^ 4v 3S Ln 1 I .p flN Z Iv N 0 W y M / EXISTING DRAINAGE SWALE ❑ - - __ S44 09' 10"E ff - o �63 '`... j / ` � '� f \ / "� / �`` I I I ( ��' g . . 24 \ 1 Co f' /' \ i -P - O C W 0-) * Z CA O Z -p CO '-p, F9 [- \ 00 D QD 0 0 FT1 TI � CD cn Q _ O O _0 n 3 o C cD O M CD Qo . o z\ N , f /N j �� `j ❑ <o %r co !`� S4�L3LE4 t S44°41'54"E\ 236.77 S44°44'37'E 246.98 S44°43'❑ - ( - - ❑ - 49'E 213.84 iin= co I❑- - 2..1�7 ,AC. JW P.U.E. .-0-9� 4 GYP, /-S4_43 E E 230. 0 7{I II� IF _ S44°44'37"E 237.83 43'49"E 267.76 . 2.34 � 7 [ , w TWO °° � o ` 348BLOC EIGHT.,-----" N .,° J 'f ❑ f -_ 354.54 ~z S3 0 `� r� t 4 { { S43°46'27"E 1 --- E ✓- I I } I -- �( Q r - - _.- - S41°43'39"E { ( ❑7 �1 i { ( { (� -'_�' _ _�' ❑ ✓' w ( I I I 223 AC. v" Q pd.. 438.05,- , .-`" r7 c0 0 I� / % 2.22 AC. w `ti w �!. v I w'¢ n CN / ,/� I N ! I (N `~� Cfl to '�t t� In '� { N N r d i 2.18 A I __ _ .. { I co W ` to r 1 2.17,/AC. ( ' ' , r'� . z 4 { { - - '` v Ln \ cn 2. % AC. r0 Ltd n I in j7 I3 u F� ( 1.95 I { z 1z LLJ Q Q:� Q p { 2. IG RlL�. z z i` r ( '�''Q (%� ❑ , 5 I _ __--� �Ln __ N 00 w f E 4 I �� � BLOCK F I Ln } I O ❑ 0-)o o 2.67, AC. cn cn N M r W -c / .�y 1 \ Q. �t - { N ''^^ ; v! `� �• - S44°27 "E S44°27'13"E 356.70 --7 S44°27'13"E 307.44 1 S4427'13" 237.27 S4427'13'E 232.21S44°27'13'E232.35. S44°27'13"E 191. 6-f _ L�r 1 LO L - S44 6' 19' E 92.56 � �� s 6� »� sj 17 Z 260.32 1� ( �- `` � ,� �- , 91 f ARROWHEAD DRIVE L z1- -.� ti" _ �S45°25'39"E \ l 1 W W - W - W -W w W W W W w W W 1'1/- _. W W W i �^ S44°27'13"E 353.04 S44°27'13"E 244.7 -1 F� - - - \\ o - a1 / fJ1 S4°27'13" 254.03 S44°27'13"E 260.33 S44°27'13"E240.0 S44°27'13'E 08.49 j 55y / o N_20_'_P E. - F -�- 1 ONE 36 I �, r 1 ❑ t .l ' ems{ ~\, cliP.D.E. i CULVERT �ti. - f 1 ay 2.01 AC. `, '�' I o %f I I I I `1 00--t 3:1 0� 1.66 AC. f !� z ,.,�__ � � � % ��r- ..-- � ter- � I ~� { Z - �- - _ O { b'3 _ I I W Fes+`2 { { W' ' �` N ,� p� 1 % I I O ' u _� I° ILn V I I.. W z _ _'__. r o n rn r {` 44°41'47"E U' 0 4 6 2.01 AC. ui O 2.05 AC. `r c9 cn f m / S43°47'25"E I o n I n{ { n �w I �' �� 1:I�3xlC N N 1.74 AC. cN all2.00 AC. Ln 366_ mot' z ( f _ . - \ I - 351.72�' ~ - �i I` ---- .'.'_ /.. I I i I z r �-- j t �f', co 1.99 AC. Z r 0 I LnOP i 10 N- O \y4 it N N ` p 20' P.V.E./P.L.r,E. Cn LLJ ZCN co Ln , N N - oo I o� { S44°25'37"E S44° 37"E 249.08 'yT 1.66AC. _ S44°25'37"E 23.76 ��-S44_39'47"E 263 2=,,� S44°3E 215.32 S439'37"E SEE SHEET MMP-2 FOR ROADWAY ..,.... - `' ,.--...✓``� �•,I �_ - z _., g 252.65 • - _.� .._ ._ - t ///`'' �~ - ` `'1 r°r - f CENTERLINE DATA. co cn L `� S43°42'1 1 "E IA I `S44°25'37"E 4 3.84 S44°39'47"E 173.91 44° - = ' ❑ \ ` 'FN4°55'51 " _rn �r - ^ 7"E� 3.04.69 ,•f f' 204.7 .y 3 8.14 Ln A-)/ - -- "- _- BLOCf \ I V/� /❑ r ff ^._ w Q 0 w w U) J w LL 2Oz0 o� �aow �m uJ �Tu w�zww az =Z �OOO zU Ko ¢Q OW�W �F w� N=zm w� �z °o�c¢i ob5 0~ >of w� �o= 00 to (� LJ a? ���� za.W Z ¢ Z -� wui... w_z � 0- OzpUO �ODL' waf ww 5?Z ¢O¢�t 0 zQz�o zoo zaZW -'zwa Uz0 �Uo Z�'�`�`� >Soo �Z ofU¢ �i�3ofz�0WX��� fin¢ WWo�W�jaQW0000 W r Oww~2 ix z a,¢W00��00oz=w=00z j.- Z IL I-�ULLLL N ❑ ❑ • a • • U) z Lu.e Lu 1tv i fix W MASTER PRELIMINARY PLAT X101025 DRAWN SCALE: AS SHOWN ll SHEET m 0 M an z z m O D n 0 0 00 c M m � 1 -f D -Di z m 0 S1 � M Ul z M 0 D n 0 0 00 o C, m D z c �0 m !T� 01 z z M cn O D Q 3 m 0 0 0 c rn �M M NOTES: 1. See Sheet MPP-1 for general notes and key to symbols. / / chr BLOCK EIGHT,, � r CAI - ` 354.54S40 _ -33 ` -S43 '_ °4627-E z ~f4 C�i 1` � r S41 °43'39"E I t f r` I I i cv - _ _ - _ W I zr7 C4 II i %\ � `/ IIIIIII{N I{ II M i {i ! 2.23 �AG. Q 438.05 2.22 ACf{ n ' j Ln co OW °' 4 5 M 2.18 A_ x2.5AC. �Lo� .A. U' LLJLn I Lu --i j 00 IL I V/UO 1 rQ �/I { BLOCK FOU O I. cn >!LnI >.-- O 0-) 27 AC. am-O z M ch O ,f% 1 L -2� d- yJ - CNI S44°27 "E S44°27'13"E 356.70 S44'27'13'E 307.44 S413' 237.27 �- - - - - - / �- � ( S44°27'13"E 232.21 S44°27'13'E 232.3�.---�•--'-~-- S44°27'13"E 191. 6 61,� � ,'� �r to - S44° 6'19_'EE _ 92.56 .,F- .� _ T__� /�--_ �.6. L I i .. �� _ . .� o 176,05 i - - _ ti 260.32 1'` - � j 9� 1 ARROWHEAD DRIVE G z-1 •� �--. �S45°25'39"E d \ 1=1 W W W W W W - W -W -;:= W W W W W W W W W W W �^ / c? �- I S44°27'13"E 353.04 S44°27'13"E 244. 7IL 55 - -- ``� o S4°27'13" 254.03 S4°27'13"E 260.33 S44°27'13"E 240.0` S44°27'13"E 08.49 $ l N 6 4�\ �- ,20LP,. .EJ ONE 36"0 ~' f ' {� 7 20 Q.U.E./ { ��` I {cli �, _ `._ _� I '�� P.D.E. I I CULVERT o o ~,`� I ( . E. I n `j .._.-__ 2`Q1 AC. \ W 4 N i i o I _ Ln { (nI �� a d f 1.66 AG. \ �t Z f z -�--- o I I- - ---�-- J�-�' i I W1 .� 2 { I 1 g s 7 rn - 44°41'47"E -f �� I d I 2.01 AC. iricn -- - -{ r, M I I 2.05 AC. 00 v' 1:AC. (� 1.74 AC. �; I 6 ". S43°47'25"E - I ' 2.00 AC. r I - (j dLn ro 366. f 351.7_- 2 - I '- ' I I j { { �! -.a N 0 20' P.U.E./P.D.E. I 1.82� LLJ M I -- __ N I__ - ---_ --1 I i 0 Lc) `* N N g u.oa M I - S44°25'37"E S44_'37"E 249.08 ! S44°25'37"E 23 .76-S44°39'47"E O (r f 1.66 AC. o, .� -1 L - c� �C -..- -a 26 Ln O co 'zt - �- z I 252.65 - S44°2537"E 4f8l S44°39'47"E 173.9� LO -,-368.14 r 'r 3�-3 T �I Ln CL W 1 { N . _.� °- �,'' � /,` ' \ .23 AC. N 8 Q W /% � BLO K S�EN\ -1.84AC. n I` 1.89 AC. ILn C 1.7 o Ln r 3 AC. I \ 8 /ti �^ / f cn 10 - - S44 23'34"E 1� bl J O� l -- -..� ---.'` -j /34v1 j \ \ \ �� �� 0 N E 3 6 0 ! .� .� f J„` 7 - �` - -� \ 3.17 C U LV 368.72 A / 10 ,/ S43/41'12 152.73 / z C9 W N ��EG H 1 cO� / l J ss 1, . --- W X 9 / o W f , N I \�� gl N44°31'17"W / W0 I tJ I S 76 / / r - 1.87AC. w f . � t/ �,l I if I O 6 \F ,•, i ���� , t BENT GRAS 1 L OZI _ N / /1.72 AC. O f \ �� •� { ��j / I z � I '� \ \ /. - r� / `{ N 4 '31 ' 17"W J 77' �� ` 20' P.U.E./P•,.D �f ~ \ �Jf ! ti / /�� /1 % 151.41 -7 - - --71 f - S43°43'56e1f 366. / - - co - I I3. C. 2.15 AC. oa `a Ul �I 3 ° AC. ,,� I vco r- -� / 0 0 \ I tt CIO I c 1 O { 1 l rDO - 44°36' 7"E166.7 � S44°36'47"E 381.53 S 360 22 59�� W 21 2.2 z - S44°36'47"E 3 4.24 16.26 191.44 ~� S 210 02' 12" W - 4.99' f 20' P.U.E./ P.D.E. S 020 12'21 " W - 16.26' S 400 08' 00" E - 191.44' 70' MIN ROW VARIES 35' 35' ASPHALT PRIMED ASPHALT PRIMED 16' UTILITY EASEMENT 12' (CLEARED) w J = O C _ cn 0 w MINIMUM ROADWAY d x SLOPE %z" PER FOOT oQ Ln - - _ 1/2' COMPACTED THICKNESS: TYPE D, 6" COMPACTED THICKNESS (95% ASTM HMAC DRIVING SURFACE D-1557) LIME STABILIZATION REQUIRED 6" COMPACTED THICKNESS WHEN PI EXCEEDS 20 (5% HYDRATED CRUSHED LIMESTONE BASE LIME BY UNIT DRY WEIGHT) OR APPROVED EQUAL TYPICAL_ RURAL- SECTION (HOT MIX ASPHALT SURFACE) S44 36 47 E 313.46 S44°36'47" 238.39 R O 1 II 1 I S 44 36 47 E - 1895.53 20` P.U.E./P.D.E. 20' P.U.E./ > 20' P.U.E./P.D.E. P.D.E. z O U N P LATT E D OWNER: Frank B. McGreagor 62.1 AC. 4077/31 16' UTILITY EASEMENT (CLEARED) NOTES: 1. DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH EQUAL MATERIALS IN ACCORDANCE WITH THE LATEST SPECIFICATIONS. 2. CULVERT SIZES AND TYPES MUST BE APPROVED BY THE COUNTY ENGINEER, =��� L S44°3 7 E 215.32 1 S °39'37"E 44° 04.69 /� %- 204,7 BLOCK IVE/' J l ff I /2 10 O 1.96 pt. / ,f /z 1.89 AC. ' �z j f 166. ` W w \� N44 31'17"W 0�� 214.12 �t -� lS46°52'337E 44-31'17" f� , ��j 168,16 -� C `� 5 4 I� co ! j 1.88 AC. `t �) 162 AC. ,n 00N 00cli o z �z `S44°36'47"E S43°59'S0 E S44° 6'47"E 234.84 191.54- --, 65.30 S 430 59' 50" E - 65.30' ROADWAY CENTERLINE GEOMETRIC INFORMATION LINE TABLE LINE LENGTH BEARING L1 195.98 N28°46'39"E L2 42.09 S28°54'09"W L3 174.50 S59°42'53"E L4 223.89 S22°00'09"E L5 738.03 S44°27' 1 YE L6 443.88 S44°27' 1 YE L7 89.95 S44°27' 1 YE L8 201.80 N79°43'24"E L9 294.16 N79'43'24"E L10 246.14 N45°34'16"E L11 84.49 S74°25'19"W L12 524.18 S84°38'36"W L13 94.43 S36°51'55"W L14 306.69 N43°48' 14"W L15 317.54 N25°49'03"W L16 177.45 N28°46'39"E L17 617.60 N67°57'22"E L18 948.84 N45°48'23"E L19 254.66 S45°32'47"W L20 355.28 N44°31'17"W L21 519.24 S44°27'13"E L22 307.60 S22°00'09"E L23 358.93 N43°31'58"W L24 176.40 N46°30'32"E L25 760.73 N00° 18'40"E L26 337.52 N59°42'53"W L27 146.92 N67-44'07"E L28 488,10 N28°27'55"E CURVE TABLE CURVE DELTA ANGLE TANGENT LENGTH RADIUS C1 34°10'37 135.00 261.95 439.14 C2 28°51 '03" 140.00 274.06 544.26 C3 61°46'27" 150.00 270.36 250.76 C4 21 °48'05" 55.00 108.67 285.59 C5 21°31'49" 100.00 197.64 525.96 C6 46'11'52" 130.00 245.76 304.80 C7 60°01'34" 75.00 136.02 129.84 C8 55°51'57" 200.00 367.80 377.21 C9 47°46'41 " 100.00 188.27 225.78 C10 20°38'22" 41.29 81.69 226.76 C11 37'04'58" 100.62 194.17 300.00 C 12 39' 14'08" 106.93 205.44 300.00 C13 22'55'27" 243.32 480.12 1200.00 C14 34°30'47" 124.25 240.95 400.00 C15 27' 10'40" 241.72 474.34 1000.00 C16 38°31'39" 139.79 268.97 400.00 C17 20°26'31" 1 54.091 107.03 300.00 w :W:, � >z 0ceo � �¢Ow �m �/1 H w -z W =Z Z_ << za�� �U ; O ¢Q WoW � W� ovWi=z LLma aw� �o O� Z O U p zm �p0k �O O'� Z Q W U > LL' Lw"tjl aw wM- a_W -,wk2 �ZW= (w m OzO LLWwOo2W00 won.W_a - il Szz ¢° �u U¢Zp z O¢o zo 0 OZW OLLz� �0<u) 130 (0) '0 zz¢- ¢zo¢ RZ W U¢ a'zz0 W O'xzaf Q o�� �iiUOWz�aDO0 ow ww p_.WU2 -� W W W v W W � U¢� w z of¢ =ofd O= Owooxza oK H LL Z LL H D) 0 0 0 LL F a() LL 11.. ❑ ❑ w >E • 0 • • • • •6 Z ul w S w � m MASTER PRELIMINARY PLAT P- i NO.: 1® DRAWN DA- 9• �- -_ SCALE: 1 SHOWN SHEET: n 0 v 0 0 0 C m M 03 N D �z z ci m !T� cn z z cn T 0 00 M c o n D� �z z c M0 rn-n rn z z 0 ¢ 3 N n 0 o M 0 O p oc m N 0 a 09. '. 0 V L a m N L N