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HomeMy WebLinkAboutDrawings1 •' ' � l• ' s � i` ♦�� 1. % . \ \ �\ t .,,o,rF,� �` � ' _i 'w• �� _ - - .-� � -'`_'� 4 � i i �`+ `f � FUTURE DEVELOPMENT �. \�:\\\ �\ �� �` �` j � � � , ��• `� - � 1 '`� ; CASTEEGATE SECTION 7 � ,••� `, `\ \��� ' �` t � t �� f` _ I 1 �`` ,���'� GREENS P,�AIRIE INV ? '; � � � `�'± % i 1 ES�}'ORS, LTD. `, - " � ` 1 j' r' `�, 'I `; REMAINDER OF 316.02 AC. TRACT 1' `, t� � '_ � �, l' 1. l � � � � _- , " ' =� ` 3905/55 `\ � / �,, � __. : r �, ���; ' ` 1 � ,' %, ZONED PDD -H �� � ��,` _-_ - -'' -._ � :,, �:`,. _ ,'.,, _. -� -. ' , 1 � -� i , i � ` - �. . 1 .,, _ _. _- - ,p'g* - .. �_ ' � � . -- � - : - -,_ �.. t` - -' I' ! ' it �S, i .._.. r � - �` .: \6 ..-s �'` - 1 I r ' /� ,;• � „�°°°' 1 Ra i � � _. 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FLOODN/AY ,� .�� r r �v' �� 36 ° PIPE � 26 '� 2 (AAP�OXIMATE LOCA710N) / .. .__. • tt j PER LJA x�' � ' . -` ,� s o 8 ,.' 0 `t,�`�, � �,�, � ,' �':� %' `l i ' 11 l _ - :: l ' ,. 1 EFF , � .. ,. �,o \ o. � SEWER \` �\ I I ECTIVE � • , ,/; �'; � f 1 tv�'ODEL ,r��' � � �, � .: o va, �9` \tip 2 \ UNE / ,' ; a � / ^\ �� ti� _ __. � .�\�� �`.` - ;; .� ._ ,: `'' ,, �` / °�' '' .�+� P.U.E. / '� ' 36" ,! ,0\ 5' � ? 0 � `'� ~��� L ...-- - - i €,'�"` - i ', f , . ` j ,; `�, c �`,f ��1x. � � •��O° LET PIPE /ia P.U.E../��S ��'+ �?;: 3 tS� �y �.1 ,_. , .,- �. � + I I , • � �� '�� r-'`� - �,/ . � J'•, / L- _.. _ .c 0 20' �I / /�' _ � �•!�'�� , ��(? t'O fa �` 1 ` ' ! ,' + (> f ' ��/ ;��,� 3 ,. � � .�, INLET ' � , %� \� Nj �� ., �e� A _ .. - _ r ( �' � �� � i l r�' '�'� '��` � �`/ *cP• \ ,�Q /, �'� + r � a / . -.., \ 9/ �:. gS C� � r' ! rr•` - ` I t ' �+ _ � > 7 `S 5 / i / COI\�1VION AREA � '� �' � � 1 � � ��,` / �.''`sz' P.U.E. 30�"'�\� / \ �S,� � /q G � � '^ ` , I i i 4 ` P £, � / Q 7 PIPE �. ,1ai0.2 (0.051 AC.) �8g .� . � • 9 � � - 1' �' 1 ,� ,�� � --.. �, s' 0'i' ��'' ,/L - p, INLET + as \ pti rp � � � s p' ��,\'�,` �%` _.._..____- J . ,, _ � }, 1; oti/ ti _ . _. 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L `. � ;-�, � •r `�; .• / \ ``•� � \ �, 55 i � 20' _._. �� �� rn .1 Z 5' P.U.E. %• 2 8 1 , �� � N41'59_53 E � ';: - .. - .. - . ? . l of I• I �\ \ 0 - '--� -� cb ,'v /v 36 � 50 R P - , } ��`'�e _-. -� - -.. � i l P i to I coR\ � \ 52 i . - -= 1 �� In, 16 f ;n, co � 'C i h't i 10.93' � LIlVIIT O� � I 1 � � 1 >• � � ,� , - , 40 . \ �. ; - - -...� 1 3 - , ! �/w �' I ; ,� , �� i cn 1:, 1 ¢S v I I �\ � 5' ..P:U:E.�.,.__ l0 1 s rn� c , /� f � ° / •A` L, N \\ � H � �� �'\ i � � ; DETAII,ED ' N �.�.. , s "ss•' 1 a" WATERLINE 20' -, __' lar ;, �. o \y , 30, F 1 / I P.U.E. � cr i 1 ml ` cb 17 /v <0 1 ✓ / /� t I ; 1 ,� 1� .51 I ooj L 6" SEWER UNE /� /e,; { ' Iv' �• � l w � 1� i \ 1• � I { N / �' ° ° BLOCK I i Iw 17 I� _•_...•. t STUDY � ° ��. / � ,• 39 I 5' P.U.E. } t m I o, I f , . 1 f p /�. I i T T,, its jN v w `�;_. � � `` 66. ,�_ y •\ a / 1 o I I ti n? o i N41'59 53 E 1 � ` � N41'5 � �- � � �' 1 10 �`"r. ` 1� i I I } 1 o I ;t, " � �'� 1 / ` cb l g � I i lao �, I l � 1 � / _�__..�..._ BLOCK3 I N41'S9_5 "E �1 a I `, T 1 � /' `s ,. I iv �3 "E i ��. 1' i � � .. v y - �� j n� N41'S9'S3 "E ' I I y I \�� ��. 1 1 1. �• - ,_ '�-.., NS7� r 1pp �� �"/ � / ^'••, to I 119.01' I �= i - _ _- L___.__....._120.00' - ._,. -•�' 5.00'1 1 � I ' i 125.00'`., i l i 1 15 )6� . � ) ('� / \ t i � ' , �, 120.41' I __ - I 1� 11` pl - I ml E� - �, ! ti { I Jt�r 13.56' - � I ~5' P.U.E. I I 149, S6 � ro � I `i / 1 i � ;, I o a 3 i v '41'9 ° / 1 1 :.�" n� �� 5 53 6 E ,� �� t 10' P.U.E. ,�. S v- kn. I _ 7 ... - _.. m - -- - _ ___ 0_._P_. .. __ . ,. _ _ 1 L� 1 _ r { N i. _ _ o _ _ - 8 - _ .: � .. _ _ _ _ -, c _ -. -. _ I , g _ -- - __ _ _ _ Y-- � ,. _ _. .. I � 1 �, � / 4 a Cv , �. wt .. i, , � I o N { , 20 P.U.E. 1 S''w 1 w I � ac2 io / / / X26..89 I{, I I 41 `':_ � I ,�' D °� h : ___- '___ -._.� im i 6 0 � � cn , \ 11 - • - _.., 1 t ' � 5' cn l ! to i • .1,, rn � �m - s0 1 i of 1� ,; i `�1 l> 1 i d, N to lf1 .t i' � 1 �,`1 P.U.E. �o irn .A -• i 6 WATERLINE I - m I is �� 120 63T• I � I°. �\ 1 I 1 . � rn io 1 1 �`'� -�.�I �° z_ � h o I� I I O O /' .g 1 1 8 1 ` -�, 1 � rv! ju, io I I � _ � ,-+- i - o I s I N41'S9'53 ° E I - m � - 'I �� 5' P.U.E. Jm i 1 108 1J ° 1 \, 1 _ j - '�`��, � , 38 N41'59'S3 "E t - { _ I I .,1' { I _ - .____. ,- _ _ _...._._.__ •'� i 7 - I i�' I - - �j � n N41'59'53 "E =� { 120.00' n ' i � I 1 1 m Z N41 "59'53 "E I ``, ..._.....__= ...... -• ` _ N4 '43'36 E t �� - " �� , 1 i 9' .PI 120.00' i _ -+ O - - , 1 I N41'59'53 "E r' I I i < � m i •.. � , ....- c.. .. o� i H f i 20.00 ,� i x i -- 8 WATER E 1 1 n H 125.210'. ^�-� �.,,,.,\ \, t 1 37.32' '- t' N 41'S9 53' E to I cn � -1' O I m rn I I i {;. ��' .f' � - - - ' �I vi °_ � I t ur'i 1. -._, %`ol v _.Y' { 120.00 I I = � I - _..._-1, ..._..�.__ P.U.E. �'" 1 U 140.27 I d o � t to i� / I 5 o9' i �r` i i 19 �I �t � Io N � - 1 i � �'i H -P o 42 0 o Ico � 7�..._.._.'_ -' of � i � 1 iw I �1 v ;� {• I � � _. _ - __ ----- __..__. _+ ,� � Ni 12 _ �.� ! iol °' t _ ..._ __ I °111 of � � I� !•�9' -= J i w "� oI („ Iv - ... -X4" . � i� I �I � ' ° o ._._ • � l0 15 t o , ` �, t:p.._. - to I �I I I o ?� i _ o � N_ _ i I < _ ' ,-.. `° 1 i � _ I rnJ _, „_, ---,� p0 , ,] ` im _.37•..�� IN I i N41 'S9'53 "E i 1 0.42' .•'�• ° I N41'S9'53 "E I °� - T "" -' 1 I I u, i-s I I • ��1 I _ 0 "'5' P.U.E: _ 10. { _ { � -.- to � - - , . - ;N41'S9'S3 "E V� � - - , ;�o- " o �. 1 4.23' � � I I N41'59'53 "E q rn I N41 'S9'53 "E i :_!`�, '"-�� t 1 5 �7.:. I �. --' - i 120.00 - - 120.00 ��- - ca- ,�. " _� _ to � � N41'S9 53 "E _._��___, -t�� 1 � N33.2$- 0�.� _ :.; - i„ I ..- ° - - i 20.00' I 125.00' I N41'S9'53 "E �i � I I / 120.00' I __. �'' 0, i 1 Z I o `�.,, '� � - - - WATERLINE / W'� I I "��WATERUNE 1 T '� icn 119.91 I -N 5' P.U.E.- 1 � I` 5� i j �g;-- _-�-"_'- - 1`1. t 137.9fa P � l •1�► :� , I ow .� � I.1 I., -- _._._.CASTEEGATE i -- 125.02' , 1 I _ `- - h ') _._..? . BLOWOFF I -1 �.� g 2" BLOWOFF I 1. i a oo i � h to ,o i� ` ''�- N33'28'02 E IJ lol 1 43 `,. VALVE ;� / \� 4g l'A` '�l VALVE / \W o 1 1 � 3.2$'rni � � Io \� la I � a � / \ ' 6" SEWER UNE cn,, \•� h °� 20 0l Ig � a SECTION 4 j i ' 1 5' P.U.E:' wl �� tit l01 I _' ^ " - ko I '' 1 \ 13 Ib� of of ° I - 2 i COMMON ° �i'i N� loo. 36 ' �, . I `C � 16.65' s`v 1 ^ ] { 11.33' � �c� rn l � l � I I " I '`�,• -.� N0.9 & P. .E. of 8" SEWER 1 t T � No � N41' "E / � N41'_59 ,53 E_, ,I N41'59'5 "E � \cs w � I I _ g I N41'59'S3 E 4362/4 13 i 5' P.U.E. i o� t r `��8.16' ,:; ;. � : , Y•- -- - - - - -- �c' N41'S9'53 E t '� - , (0.029A •.) '/ UNE 1 �' { N41'59'53 "E to I �.t P ' 96.59' � � " - � •= I 125.00 I ZONED PDD -H' /' (� ! I o - �, 50 R { , { 98.19' � _ 1 N i I N33'28'02 "E 1 y b t 127.40' I i `�� of �,c�» 5 ' P.U.E. I I 5 . �i T 5o'R °' t t � N 95.14 Es t • I 120.00 I � I w ._.______.__ _ _. _ _______� �'' 125. �,. i �' 1 1 1 I ,, 4 48 R � /v I �S I 1 - /-a I o� _ . ° -_._._ l0 t � �' � ` y i � I .. ___ . _ - .. _. --__ _ I v I \ ' 15'R -� T / V � I i � \ 48'R 15.R /� f I J i � i fo ....,.... 13 to ,, � I I 1 ' 1 .Iw ' - -- -- -�^' I I 44 47 �. i \ 1Q, kN I 21 o I ,, I . '``.•, . - -- `�_- -� ' ��� • � la, l I o i 1 - ` rn , 1 w 3s Icn` i � � 5' P.U.E. � . < _ / �I 14 d'b. � _� i' p � A � � I - I 9 aj� � .a im I 20' � i I -�_._. bi / I 1 - I _ �I ` �' / i '' I .9�� 5' P.U.E. I -1 P.U.E. - --'''i Qp N41'S9'S3 "E I `--.� /�' of ,r " { w � i i �. / �! � '�" i--' : 1 / 2 x`1`3' 12 �" { - - � __ - _ { , I I:. \ ,,_ /� rn r 1 I I `° I 125.00' ' 1 8'02 E �'.�' N41'59 53 "E I t '•,_ � � 5' P.U.E i 7.5' � f"r I v � 5' P.U.E. I \ � I N41'S9;53 "E I 4 " i I ,�' GREENS PRAIRIE �o'' I N33.2 - , 1 � - - z �, ;_]„- __- - -' "as IZ 7.5 \'L 1 -: m I I� pp �, ___. _..._ .__�..._ ; vl + i 125. t c � � j 1 16.52' i i �� �� �° 4s •� P.U. > � ,r �10 "j I .ti 0 ...�_,` - 1' P.U.E. �� I I 12Q!00 I i� 1 `� INVESTORS, LTD. ' � W 1 Jt = � 1 I I I `.' °° V' o I°• f 46 s �. t � f I I � � to o . ' I ' i � '� ` '��.. 0 11 � � ..>. j o 12 o i i ,�,], \I J % 1 to I� 1 1 ; . ti of Io � � I �" I � � o I to S i i to to � t ` REMAINDER OF � �r� of -� x'' � ° o► I - coMMOr] • �' -, 1 � -: I ° 10 �\ I °. a s 9 -, h I ool ` i - I ` I �I is �{ � � 1.� 34 I� I �'�'' v I J � I I /�`` �. �I to co � - �` I•° , f of °' i I - 'Q_ -_ -_ ._..._ -- ____ - - - -- �.. 316.02 AC. TRACT , � C1 + to I AREA s I -... of i : + ,,,. i�'' t o / .' 20 ' I = \ I I / _. - I �! AREA NO. \ Ip I j 22 0 1 f m 1 .t�14�1= 59 "E I •.., a " 1 ,, . � i ,' P.U.E. i (0.0]4 AC.) 1 1 � 20' \ / of 0 I 3905/55 � .� { � � 1 12.5o'I i , � 14.95 i � , :; , �\ I (0.014A .) P.u.E. I ' I , 1 1 �___.__.. -..�, , '�,_..._ 1 N33'28 E - - - 125.00 - �- ° r-+ L______ -.__ -- / 22.50' 20.4 ' .I t I r _- _ 1 � I 92 . 77 �1 - - r ----- -- r - -- --- ,---- - - - r -- - , - - -- - t - - --� `'- - -- ,� _ ��� -'"• 125. 1 0 � - - \ ;' X7.50 70.00 � r 55.05 - _, -A 00 , 47.50_ 70.00 _ t 49.51' - -- 7 .00 -- - 2.50 3��0 - -- 82.5 -- °' Io.•' ` I o � J tom' ``�,' .. . _ -_. _ - - - rn ._ __.., , - �.,,_ t .. of tt � r ;s ��+ �t �{ u,� :�,�a:. ..i�:i! rte, :Y - - -- - -- -- - - - - -- - -. ,�,. - - - -- - - --- •�• - -- I° 11 to i 1 rni `OI V 1 � � '"• s �'3 �` i> � �+ T ea r`=%�� `� "'� iS "�� �.�...arss iY �-- - Ip I° ..� JI 16 ', l IW ��; , #' �"e.�, <:s^;,� tt � � u• ' � � � a'' �; ( + g SE _ �. _ p 5' P.U.E. 1 � iw �. a�7 � ;�'`�� e �� ;`, ,.� � .p� . ,ter � � -�: 20' P1U.E. �I j 1 WER UNE I Z Z � „���, Z� F � Z 1 f � N41'59'S3 "E I � ; ,{ 1 � 1'w a ei � � � ��;�r �• -�,k�, � � , ;-rte a a � . 1 <v _ FUTURE `f { N33 2 _ 1 °` •� I 33 cn I� I�' ^''o N N N r .� • . �, � w t I 125.00' I C3°� :�, � 1 � 125. � �� i b 1 0 ,) 32 N o0 31 cn lo 30 N � 29 0, l00 28 � 1O 27, / v' 1O ra I Goo 24 N o, / 23 I icn i .I, �." , ��DEV EtOPMENT N �' t o I 1 0 0 ;' cnlo oIa co ol o ol 0 26 t o 2s o, olO� I � � � � - � NI _ V O O � O` v O O % O O / pi 0 I io F -- -..-,, Io •- -� CASTEEGATE � O1- � ' � � ° ° � 1 ,�' � v r v / ° o ° i° J � � I 1 1 m r- x b 1I ..� � � SECTION 6 '�� ' `'�.' ._._�. -_ . N 17 � '� � '', � r' � / / � � J � ; 1 15.95 _.{°_ _ '� �' 0 ' I 7.65' ' L � 5' P.U.E. ` � 'BLOCK 3 8" WAiERUNE � 15' / � i ' "� 9.9 ACRES � , � °J � \ `�\ �� � �•�� -. � %, 5' P.U:E`.� INLET / %� N41' "E i �'� 1 30.96' _ _ 70.00' _ ` _ 70_00'_ _ _ _ _ 7Q00 \ , _ _ 70.00' _ _ '_ _ _7- 0_00'' 70_00_ 0.00' 7006' - 70:00_ 32_50' � �'� \ 1 gg • 120.08' ��•,� ZONED A -0 � " i`' 28'02" coNC. - -- -- -- - - -- - -- .- -- -- � � .. I ''•'..x133 __ 7 E t FLUME y{�gt�,� _ g�pn • n f 1 � 1 4 / 6' I '' S0'R � _ -. -w-8 V- 8.��- ....V_B W��3 V r H'tl J.7 JJ C ! ' I ' U.7J.°f'V�I -8 V-B - .-W -B }I =8 � i � \ C7� � w- e - - -w -B v-s / � 40R }�, I W 6" SEWER � New Circle i -� -� �` "�'�• 50'` t i° I i � � � j p� 0'R '� LINE E - E-- �� ''`� m F � 2T B- SPH PVMT, 50' ROW ' %! • 27 ' � ! 9 h '�`� 1 � s_ s. .' � ...,, •'`? PIPE - -- _ i �; r `` 18 , 10.02' 4 ,t �'. �-�N'49�59`53"'E_,,,_� � - - - -- -� " � � -- s-� - -- s-� --- s� -�-�$ -- -- - - - -- - s-� - -- s-,; . - s-� s-s -- �---'� -h.... __ ._..._ ,zz __ \ - .. J{ � 20 aj`1'i ;: -� --� •' - °'---- -- y i` ' ,;0 /ys¢•J - - -.. - � � ' � w P.U.E. .�0 / ., , 3•.., .0 28.32 � -.� 70.00' 70.00' 57.50' �` d� T ? � .,; '" . r � r O 1 J � >' . 0' 70.00' 70.00' ' 70.OQ 70.00' 60.22' 1 �' � 0 � �' l „ / / s�',� s S6I � 1 33• 5' P.U.E. i" I 6 SEWER 5' P,U:E. � � 92 F `\`�•, � BLOCCK 1 a BLACK 2 10.0 s o �\ 2' I ,,� r '� 4>/ /6• I 15' ro LINE r � ,; I,; I { \,, , . /,`'` 15' I Z `� Z z ��� I v � l I 8 WATERLINE Z Z -'� Zi' Z Z � �\ , 1 10' INLET _�_- .--- ;�'`.._ '? i � \ gam/ , �: /, Z INLET -P .p .p 5' -- �'' • a; � � 9,. ,+� PUBLIC 1 " I.p. N � N .aD N oo P.U.E. h ' d i -' o -=: � .a- � � � j � _p Rj. N 1 ,�� g Ho 1 ,,,\•' , :' 1 � C � i s ice$ DRAINAGE of I loo �, (o v, 2>.� U, (o I; • t. I 1 � Io 2 ' �'�n� ip /'N o � ,N %N 0 D• ,,,�.} \ )rn '- ��\ ��� ;` ` �g./ ', ..'`'��, EASEMENT vl Ito 0 1 ° 0 4 U ,lo 0 \\ / '� ' 0 I' i•_._ �' o U' I _-��• wI O 15' PUBLIC �` - � , ,od _? �{ ., l0 20 0010 0 ° to •`.' o l0 23 I � I _..- ..__.... ol� - -= � -. o to •'�• o l o , �'•''` o l c� ,6"" o o �\ r � / _ •_ ,r � _ 19 0l )I to � 21 � '22.. _ v I, �• �5> o � � �, 41I '� 0 0 0 �='" to � � DRAINAGE � J I \ EASEMENT _ .l'0 � WILLIAM6 � + ^ _4 \ •..... - 1 N � - � - � I' • x � � I P.U.E. SL = J , ° �._� Ste `- r i � � ' ��: -: v /. 7 ' \X \ \\ �� � ! ,' ,� .,•ti\ r- •s�i " "�COMtv�bNICATIONS � ��� �; � 8" SEWER LiNE, I � I��" - Tl r+• I ,.. "�� EASEMENT an - \�� �� ~•` 5' 20' _ _ cn 1 � O t � - "20' � " ,•' c 'r \ 1 � 30 �. G ' 6� t Vol. ,3736 228 �.._- - --, - - -- - - - -- - - - P.U.E.- - -- -- - +� -+ 'j I N - � ',-=' P.U.E.�h "' '`'� i0\ �, PIP �'' / I I ' .-� " - 20 �Y; 82 59 rt T`� :,,75.00' - - - -- - - - - -- - - - -- _ .._.. �....,. '� :,.: 70 00 70.00' 77.65 - -- - -- -- -- -- -- -- - - - - - -- -- - _ _ , ,: _....__ - -_, .,;,. : P.U.E. . -, - � _ .00 0.00 : .,tn d 77.65 - ` '� 70.00T - 70A3` ` 70.f30'- 7 � `T. ;� � � ' i -. ,:.:... _...:.. 1,...... ...... ..:.. _. ... ,.. -.� 4.90 ,� .. L _ _ _ / 1 -1- � '^ S _...._ .. _ ... , . S4 .. _ _. _ ,. __ . ., � . _.. �.,_. .�- -w.... ..... ... .. .. .... _.. ,�...... _.�;_.�. _�.3 ,_'� .6 . � '�, � , _ .. .... _ ,:._. .. .,.....>,�� ..._. :. _. , _:: _ .. >. ,:: _. .., Wit_. l �`\ .. _. ... - _ . .. :. .. _ .... ... r .�.. _ ...... , . -.. __ __ o .� .; . . _. _ t t _ 5ocroo _....... ...._... ,.. ,, _ ,..,. t ..>. ,. ,, I . , )PEttNE EASEMENT � __ :__ .. _ . -, _ _.. .. � _ , .... _. _ .:. .,.. __ _ .�._�TE..U>�( ERG OU �'., : .. _ . .. A. R Dt11T '•.. t _ �.. _ - .., . _ _ _ _ ... _ _ AREA _ _ .. . �• ._ k�LeTC _ , _ .... _ coNCt�E1� _..... _.. ,.. _t _COMMON , _ .. ,� _ _ .:: _ ,. _:. I of 344b P V ... 40 <_ _.. __. ... ,,,. , , .. , . _ ., , _ , , ... � . 9 _ . ...:.. dr:no Au. •..... ....... .... .. EASE E T • 45 . ici w .. - .. _ _ ...... :.. _. N :7 .8 t ... _ .3. ._ _.. .,. _) ... ...... � ;..CQ Off_. _ � __..DE. Tlo. _ .. .. _ _.� .. N. . _ _ . _ . ,. ....... .... ..... - i .• .. TEN........ _. .. ... ,. . -�... - _ -. . , - ..- �`y.... -. �.. . 10 PI LIE - ..... .. __ ,. _.. ... .. ,:,Ic3 , i � P N 600 PSI l � _ .. _.. � :. _ .. - _ . ..... .. -! T.. " MAX �` •.... , .. .. • .. >_ - ... ; 20 'SE<�NOLEP.LPELiNE : EAS ENT : :; y ; , .......AREA..::.: _ ..: _ ...... __ ... ...::AREA ` -- _ _ , _ -.: . _. _ _ C. r I .:.; , . _ _ TE ..,Ui�I�EI�GRO D .,_.. : ,: � •. .. _ .. . _... _ ,.. _..... _ . _ _ 1 ,......... _ .. ...:.... _ _ .��,,_ ....:., _ .. PRESSURE : _ REFiN , ED rt - _.:... _ .:. _... ..... .. _...__ l ..._ :� . z.--- °- -- --- �� - - --- _ � ' � i i - _. .. ..n ,...._ .. ��;"' rruirer�eiailye.L.......�.:.... .. ._ ...... .. >.r. -n. �. ... __ _.. _I' _. .... 1._ ................ .�n,c7e.,arr...,rr.�_orxr.�.... ... .r ✓.nT...i.,n .. _.. _._, .. ..._......- _.._ ..:_- ..._..1:�1- 9:2:�Rf1T:_..._ _..._. ._.�.. � :. .;�.,:: ., _ .. .I�:;� _ _� i--1_ ._._._.__ -' \_ LINE TABLE LINE LENGTH BEARING L1 5.00' S40 °51 ' 14 "E L2 180.71' S40 °45'44 "E L3 1 13.44' S41 °02'57 "W L4 21.82' S40 °42'23 "W L5 62.15' S48 °00'07 "E L6 24.91' S62 °02'17 "E L7 40.47' S48 °00'07 "E L8 42.07' S48 °00'07 "E L9 24.91' S33 °57'56 "E L10 62.15' S48 °00'07 "E L1 1 20.68' S00 °28'24 "E L12 32.27' S19 °24'05 "E L13 30.98' S19 °24'05 "E L14 93.06' SO4 °50'49 "E L15 44.57' N85 °09' 1 1 "E L16 44.55' N85 °09' 1 1 "E L17 32.13' N57 °27'40 "E L18 45.72' N49 °48'33 "E L19 31.54' S89 °27'33 "W L19A 54.81' S89 °27'33 "W L20 68.00' S28 °17'07 "E L21 75.02' S20 °40' 19 "E L22 35.60' S19 °09'52 "W L23 74.02' N79° 1 1 ' 15 "E L24 54.55' N75 °45'41 "E L25 51.64' N68 °10'46 "E L26 45.79' N01 °32'24 "W L27 77.71' S59 °22'26 "W LEGEND CURVE TABLE EXISiiNG CONTOUR (MAJOR) z $ -- ------ -- ---- -- EXISTING,. CONTOUR (MINOR) TANGENT PLAT BOUNDARY CHORD BEARING C1 ROW UNE - ' • - • • - • � - ' ' - ZONING BOUNDARY �'• � � PHASE BOUNDARY N75 °19'01 "E EDGE OF PAVEMENT LINE - - PROPERTY LINE O PROPERTY CORNER - EXISTING PUBLIC UnLill' EASEMENT -- -- - - - - -- PROPOSED PUBLIC UTILITY EASEMENT �� EXISTING OVERHEAD ELECTRICAL UNE s - z -e PROPOSED SANITARY SEWER LINE w-s v-e PROPOSED WATER UNE - m - � - :* - n - PROPOSED STORM SEWER UNE --� FLOW DIRECTION � FH FIRE HYDRANT C5 SANITARY SEWER MANHOLE 25.00' STORM SEWER INLET ' 100 -YEAR FLOODPLAIN LIMIT - -,��, _ t: (PER FEMA) 3I6 -., �,"., ,�,..,.,...,�....,.,.....,v,:,, BASE FLOOD ELEVATION ® LIMITS OF FLOODWAY (FROM 96.89' CASTEEGATE FLOOD STUDY) C7 OMITS OF FLOODWAY �,-h m. � �.. °� n.... rn �' (FROM LJA STUDY) CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 756.52' 828.12' S2 °20'29" 406.96' 730.48' N75 °19'01 "E C2 37.36' 25.00' 85 °37'49" 23.16' 33.98' S42 °20'30 "VV C3 41.03' 25.00' 94 °02'20" 26.83' 36.58' S47 °29'34 "E C4 427.16' 975.00' 25 °06'07" 217.06' 423.75' N72 °56'13 "E C5 17.64' 25.00' 40 °26' 14" 9.21' 17.28' N40° 10'03 "E C6 132.06' 50.00' 151 ° 19'49" 195.66' 96.89' N84 °23'09 "t,V C7 17.14' 25.00' 39 °16'52" 8.92' 16.81' S28 °21'41" C8 17.84' 25.00' 40 °53'51 " 9.32' 17.47' S68 °27'03 "E C9 149.16 50.00 170 °55 24 629.92 99.69 NO3 °26 16 I;V C10 17.46' 25.00' 40 °01'33" 9.1 1' 17.1 1' S62 00'39 "1N C11 39.27' 25.00' 90 °00'00" 25.00' 35.36' S03 °00'07 "I C 12 36.75' 150.00' 14 °02' 10" 18.47' 36.65' S55 °01 ' 12 "I� C 13 r 36.75 , 1 .00 50 , » 1 14 °02 0 , 18.47 36.65 „ �� N55 1 12 ,� 0 __ .,„ . C_1 , 39.56 , 25:00 - ° , „ -90 39 55 , -2:29 � , <�5.56- - r ° - __. N86 39 ,6 C15 38.96' 25.00' 89 °17'23" 24.69' 35.14' NO3 °21'25 "I:V C16 36.75' 150.00' 14 °02'10" 18.47' 36.65' S40 °59'02 "f C17 36.75' 150.00' 14 °02'10" 18.47' 36.65' N40 °59'02 "lV C18 39.27' 25.00' 90 °00'00" 25.00' 35.36' S86 °59'53 "t C19 17.39' 25.00' 39 °51'08" 9.06' 17.04' S22 °04'19 "IN C20 140.65' 50.00' 161 ° 10'26" 301.60' 98.65' N82 °43'58 "E C21 17.39' 25.00' 39 °51'08" 9.06' 17.04' N36 °36'23 "IV C22 293.18' 325.00' S1 °41'08" 157.41' 283.34' S30 °41'23 "E C23 120.18' 1020.50' 6 °44'50" 60.16' 120.11' S01 °28'24 "E C24 10.36' 250.00' 2 °22'26" 5.18' 10.36' N00 °42'48 "I C25 37.36' 25.00' 85 °37'49" 23.16' 33.98' N43 °17'19 "W C26 34.95' 25.00' 80 °05'56" 21.01' 32.17' S47 °45' 18 "W C27 245.72' 1025.00' 13 °44'08" 123.45' 245.14' N80 °56'12 "E C28 37.76' 25.00' 86 °31'47" 23.53' 34.27' N62 °39'59 "4N C29 112.31' 225.00' 28 °36'02" 57.35' 111.15' S33 °42'06 "E C30 58.57' 100.00' 33 °33'26" 30.15' 57.74' N31 ° 13'24 "1N C31 215.65' 50.00' 247 °06'53" 75.38' 83.33' N41 °59'53 "E C32 58.57' 100.00' 33 °33'26" 30.15' 57.74' S64 °46'50 "I C33 87.36' 175.00' 28 °36'02" 44.61' 86.45' S33 °42'06 "E C34 38.40' 25.00' 88 °00'40" 24.15' 34.74' S24 °36' 14 "W C35 147.76' 1025.00' 8 °15'34" 74.01' 147.63' N64 °28'47 "L C36 62.52' 50.00' 71 °38'53" 36.09' 58.53' N83 °49'33 "�V C37 78.54' 50.00' 90 °00'00" 50.00' 70.71' NO3 °00'07 "iV C38 71.10' 50.00' 81 °28'09" 43.06' 65.26' N82 °43'58" C39 248.07' 275.00' S1 °41'08" 133.19' 239.75' S30 °41'23 "E C40 39.27' 25.00' 90 °00'00" 25.00' 35.36' S40 °09' 1 1 "W C41 143.08' 175.00' 46 °50'42" 75.81' 139.13' N71 °25'28 "1V C42 58.57' 100.00' 33 °33'26" 30.15' 57.74' N31 ° 13'24 "IV C43 215.65' 50.00' 247 °06'53" 75.38' 83.33' N41 °59'53 "E C44 58.57' 100.00' 33 °33'26" 30.15' 57.74' S64 °46'50 "E C45 183.96' 225.00' 46 °50'42" 97.47' 178.88' N71 °25'28 "!V C46 39.27' 25.00' 90 °00'00" 25.00' 35.36' S49 °50'49 "G C47 205.49' 970.00' 12 °08'17" 103.13' 205.11' S01 °38'11 "�,V ;, � • SEC�ICJN 5 33.22 ACRES BLOCK 1, LOTS 1 -23 BLOCK 2, LOTS 1 -25 BLOCK 3, LOTS 1 -54 PHASE 1 = 18.72 AC. PHASE 2 = 13.50 AC. ROBERT STEVENSON SURVEY A -54 COLLEGE STAT 0 I N BRAZOS COUNTY TEXAS > > SCALE: 1' =80' NOVEMBER, 2003 (REV.) OWNER /DEVELOPER ENGINEER: Greens Prairie Investors, Ltd.. by Greens Prairie Associates, LLC � � O �� 4490 Castlegate Drive College Station, TX 77845 SURVEYOR: General Contractors Dante' Carlomagno, RPLS No. 1562 Ginger L. Urso, P.E. CARLOMAGNO Surveying, Inc 1707 Graham Road 2714 Pinfeather Road College Station, Texas 77845 Bryan TX 77801 (g79) 690 -7711 (979) 775 -2873 VICINIT1� MAP NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD). MODIFICATIONS OR VARIATIONS TO THE CITY OF COLLEGE STATION STANDARDS ARE REQUESTED FOR THE FOLLOWING ITEMS: - STREET PAVEMENT WIDTHS FOR RESIDENTIAL STREETS -24' WIDTH FOR CUL -DE -SAC STREETS -27' WIDTH FOR OTHER RESIDENTIAL STREETS - SIDEWALK REQUIREMENTS FOR RESIDENTIAL STREETS -NO SIDEWALKS ARE PROPOSED - BUILDING SETBACK LINE DISTANCES -FRONT SETBACK: 20' MINIMUM -SIDE SETBACK: 7.5' -SIDE STREET SETBACK: 15' -REAR SETBACK: 20' FOR LOTS >100' IN DEPTH 15' FOR LOTS <100' IN DEPTH - MINIMUM LOT SIZE AND DIMENSIONS WITH SPECIAL CONSIDERATION TO LOTS THAT ARE LOCATED ADJACENT TO THE FLOODPLAIN OR GREENWAY AREAS - MINIMUM LOT AREA: 6000 SF - MINIMUM LOT WIDTH: 50' AT FRONT OR REAR SETBACK LINE 35' AT STREET RIGHT -OF -WAY - MINIMUM LOT DEPTH: 87.5' THE LOTS WILL MEET THE REQUIREMENTS OF R -1 ZONING UNLESS SPECIFIED OTHERWISE. 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 1 n - r e r 1 T C , n F T C I 1 I r f I.. T A Q IS � HI F .(:n n r _ � , -__ 4. + P. �! .0. . H _ TRA . T ._ _ I . N SPEC A _ _ D _ A R R A R . n - A l 100.. H _Z.A .D A ..A I _.O THE FLOOD INSURANCE RATE MAP (F.LR.M.), COMMUNITY PANEL �NO. 48041 CO205 D, EFFECTIVE DATE 2 -9 -2000. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC LENGTHS. 6. SUBDIVISION ELECTRICAL SERVICE: A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND DESIGN. B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING 30 FEET OF #4 RIGID CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST 10 FEET; CITY INSTALLS THE REMAINDER. C. THE DEVELOPER IS RESPONSIBLE FOR POURING THE TRANSFORMER PADS) PER CITY SPECIFICATIONS AND DESIGN. D. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING CITY- PROVIDED PULL BOXES AS PER CITY SPECIFICATIONS AND DESIGN. E. THE DEVELOPER WILL PROVIDE A TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. F. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES, INCLUDING STREET LIGHTING. G. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN. H. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 7. THE COMMON AREAS WILL BEM TAINED BY THE HOMEOWNER'S ASSOCIATION (HOA). .® � � ■ � __ � � � t � ' � . � � - 03 g'