Loading...
HomeMy WebLinkAbout041-97_47-97r L i w� Z I Q J J I W I � � Q U I F-- I � Q W I C�I i L�.� _ DWG FiLE: F: \97228SP1 PLOT SCALE: 1: 30.000 PLOT ORIGIt4: 0.00,0.00 tt ;ii �ii xii l� 1� i� �� II II II II II II II II II II II ii ii ii ii ii ii �� �� �� �� �� �� �� �� � � � � � i i i I I I I i i i i i i i ex. san. m.h. tor=f326.82 �nv==815.32 ex. sa m h. tor P '?.99 '.n v �S 4 . 24 BROWNING INVESTI�AENTS. INC. _ _ _ _ _ _ � KEYSTONE WAY _ _ SPELLCHK: 04/17/97 EDIT DATE: OS/12/97 ED11ED BY: JCS - S121 ex m�et tc�=827.64 '�v-822J4 � `� ��,___� � ;� z , � �, .� � , , , ,, ;; ;;� �,. i �I r �I� , I � �i � w� }� i ; �. , �� ��; �� � i 7 � { i � ' ! �I ri I , '� � , \\ � `' , ''�, 1 � �Q���: 386.85�---------�-�-�-----�-------- �� ��" � ��-- -�-----------�----�------- � � �� � f _; � � i � � � � � ; , �C � ;'�>: 0 � � j �� � a��rp�;a�l � � x � •s� � i 1 shed I r � ��� � . ��� � "� N ��'�'' �I I � r--� _ -- - �� � �� � � `J ��Yxk� � � i( t e � � � K �, � M ��� � =; � ,�, X < : � � �,; ; � _ 45 _ . _ � h � ' { �--�I ��, �� �� �; � 20� - u ,�Cr_ 8t � A PA�K 2 � 9`� - �25� 'c�v � �' �' � I � ; I . � .� < � 4 , � ' ' : � : � � � ;I I �' '� � ' � ` _, ,, € _ ; ( - ; ' y � x � , T Y � 4 � , - x_� � t� � ;� � �z � � ,�' r: � zz sz � -� - -�, �� > ; �: Xx (� DU MP STER ; I I �� 7 '� F'` �Xl '�` :�' �'%�xl'�'� ��X <� � �,� u x�(x?'� ��� � vx" ��%�' ;�� � �`�- ,%} "x x� ;� /��j�j��'�� � ENCLO�JURE � � ��I� `� I � \ 'u { ;( ,!Y>��"_ {�l, ..i.~ X . � s� r,�� �(Y�. J X � .:� �1�X. 'xi^i�5�x�j� ��� '`., V\Y�X, �� X��C � �x j�� \ ��� i'� l. �`��^ I � ` � I \ �i `ji' ��y�'� k " � ykk�:./ X, �} � \ �C r. � ,i:. X�;r: ! �>' �\ ;Cxy 1..`:�� �7CkX � .�� �,�� k � x�� ��",.%` p J�, �,�C �. i ��`� �K I + � �� `� ''C� �C j. ���� i �` �`�'��� x x U ,� �r� < V �'C �` � � I ���� � �� ; � `;�c '� � �x � , �X ;� � � X � ,� ,� �, , X .� k, .�� � � '�i � �i i � � t , , x x ,x. < � �� ' i" .r � " � , �j% � > � x { x � - �xX .: �,� � � � � i . ; . ����a � ° � � � \ �' t ;�� ��:��< h � � � � x ��� � �� �l� } � r ' ' , � � � � ' � ... r .G' � a. � �x � �� � �� .s.. _'L . , _ , f� _ X _ � . �� �, � � �X � �-_ %` � - - �� � dr u�s ) �� � � C 9ross ) I \\ � �x , � o �" �`� � � I I ' � � � � �� � \\ �� � � � ,., u x � ` '`y� I � a 1 �x < i � 9 � �.;'��� 1� p X I� I� � -� i 1 �� �� d �. x��P�.. ' .............. _ �__.. / �� �/ ' �� � i � Y Y - � ............ ._.. ............ .............. ... '�� _ .Y- . . �, \. i � 1 � `K� . .� ^.... .. X X4 i �X r- � , ry � �� �� � A ��� � �4 Ul __.� ............ �J� y.X S � � � , �� � � � � k �,� .......��...� _ _ ��',�x� � ��� � � ` i , i , � � .__ 1 \V ' �,I � � . �' , c � � . __ � '� �� ,� w � I i �I --- � ._.. � � ��' ; � ( '` �` . .......... - �� �� � x � ....._ .._ _ .. � � ' , i i � r . _.. ...�.. II � ��� � � �n k �i �n � � � �� 1 ' ' �`.x `,� `,� �� X _..... __.... i._ �- , 25� . ..� . u '� , � A , � ��� � �� ..._ k1 -_ � ii I � Y "�>\� / L t, W � � W I � �� 110.5' 20' _.�� �'k.�. i � � '�:r��`��`,; �,u� � i , I � j . ,.... , . .� - �,_� � � � a , � � i x > � � � �t � 1 �� �o MIN. oo � � <:� r .........��-..�._. 24i 5 `s ..... ..... ...._ �..; �' �, � �� , � � '� r x l� m � � y ,� k � I -- � • � '� �i� ' 1 I - � �k i 5 �, �. _ .......... ....__...... . � � � > . � ,� ___..._.� ... i..... ____ ..... `�`, � � � � V� ' ,��„� � ��• � I � � ' � � �4� � ; ,��_ I �- � 3 -r- � 1 \\ : I ' � ' 1 ��� y K i .' , s .....__. v i � � � x _.__ .._� � _ � , � � ,� ��, � ,�� � _ - . PROP05ED ,�: ,�. � � x _ .. .. � O � , .� Y ��. .�. � . �, . C x � '�� � n, x �, � � � O i � � C '. .. .�.: _ � - . ......_ X r'� � � � � , r �'� �,�� N � �. � �� � •� 6U I LD I N ���` � � ��� -�- . ... .... _. �. ...........� ......... .... „ � . 5 I , -- , h I � � � �........... ,�� �y . � �i � ' � _ .. - �._ ���`�-�x���� � �el �� �_�-- T I / ,,/// a � I !' ' n II \� . ,' � Q � � � � ............ I ;..... ` � ' { r 1 Q � � ex e_ � � � x t . FLAGPOLES 1- ' � a< i � il �X Y �{ X � � � J e �l �, I � I P I Y I _: ; �� h{ ...._......Y ....�. � �' � � �� ' � . � '� � t � �x � � ( a�ora'.t ) „ ,=�2 c �� �� � ix ��i-, �i{ {Y.. 1.... Q �� �; . �` � '�>,� �"� � � �� � 7 I � " ,; r1 Q I V �i x� � � II � �X < �x� � � �-- --�. . .;.. Q � i � � i ��� i � � x�� `` -- z � : x' � � �� � '� i x � ' ; , � �. � . � Y il � . � ,_ � X ri � ��I �I � I � asD^a�: `. �� . ', k < . � ................ .�... ..._ Q - � -_ � ir�: y��'%4•j� � � � > t� I I) �� I �`�x� �'�f'� � � � �>! ,'` .'� I I � II � I� I � � �) � ;i � �`x � ` r. ' � p � x x. ' � � � �" '�_ � ��U � ��� '�x �_, - � t� � y 1 I � � �� � �' ,x' i � ��"?k Xx� ` � � I a �� I 1 O� y,,'�,� � x � x i �, ��`;� '_ � � ,�, i '' �x, Sl ,y . x., `1 ✓.� ,�t-� 57 .,x � .Y k i( . ; C Y .x%�x x �` ,.u' '� r. �`y r , x ` . ,1 I i � _ � ,. � / �.ass � I � �� � � ' . � < � x r' �l '� � , x� �� ;I I ( I i I z� Yk y.x�C l r, �'� z � . x''�''� `K k r���k��� '*> �� - x' uxxx i( �� '�� Y,. "` x� � I I i � II � I A �', n''�X`x �` ti y; �t r:' �� � ��x x `�' �:��X. r ,� ''r'K ti � y\ y,. �,f�1 �'y'%, ,�5� ^x„X' � ii , "' � � I� '� v x < x y � n� " y �- �" " k „- K X k Y �'� '.� ,! �' � x r � x � �, j �x ). X���' x x j � �x �� - - � �X � � r; 'l 7 � �?< Y k � r ��� �< , �. Y �r K . ; � '� � }' i� '` k � I� � \ f� ,��rC'� i " u'`� k ��/ k� x x ,� u y . ,< ��,r ,�� 'C ,� I r � � ( _ �. � ,_ ,� - � - _ . „ , ' ' k'���� �C �x�, x n� X �lU�t�1� L.�,� i`�� ° �``� � I� � � ( �� ' , ;, �� . � , :-�- �-- : N I 'i ,', j i I r �y � i� i i � i j � � �i � �� � ,� j( ��,;x:� �> �, � � 91��I�K 21' C� 9� = 1$`1� � 25 I � � �; � i � �� �� � •'_ �� '� '� x I , � � i � "J I r I . • , 't : ; ; � � �� :, _ , . : �:__�� �� '� 1 �� �,� .�� � � p j I� � i � (� � �� � �_� � o � �t � � - - � � , , ,. , . � �. � � , , x ; ;� --�---�•- !, n � �'� ������������������ ������������������ --'�� -- -- ---------- _J7'_i�l '1 1 ( ,.�--- = ` � - - - - -- - - � - , S00°05'00"E - 386.85 , � � e� � � �.. r��,� ��:�, �N cnr�� � � � � ..�`�k � � � � , Ii� � '��x�x � `3nt � � - __-� ___ ----------------- -�-- {�-----------�---�� --�-----� , ---�---- ! ; � � �� � ��,^ -�� -----�--------- �---- -c---�, i �;� u,,. ��. , ----- --------- � � ���� � � � � ti� �� � '� � � � � `�, � - �`; � � � � � \ �•�t._ �[ 9.r��� � ; i % � II ''\ ;=• l..`n �.1 I / ''�I \ , i I �S j 4 I _ � ek '" ` � � , \ � ,'�... ; i I ; l __ � �,� �_t'i.r' I � xs I �-��4 =� �� � � � �� A � �� `'� I � i ��_ _ Ii � , � � � i' � i ,��;�� �� �� _ � "� � ����� � � � � � � I II ` '_ PM '�.��'� ( aSphO�'�. ) \ �_ _ - � � � ��_ � c �n s'� t��v�. fi i �'�d (e�� ( aspr.ai< ) �� r�-8<a 4a �w� I� �� W �t W PROPERTIES �� �� �� �� ii „ii '.' � � � (� � (� i�; � � ` �� �� �I (� �� �� �� �� �� �� (� I l 4` �`�P / �/ ( i�� � �/� \� ---- ex. storm m.�. � to�=a.�3-22 � � � � � � � � � i °U \ � �r���» as (w; �� ��r,�=a,���.se, (se) ' �\ \ ex. storm m.h. t cr = 873.44 �r�-�zo.�5 CAU TI ON ! ! ' THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to. manholes, inlets, volves, and marks made upon thegraind by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO A80VE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CAl1 TOLL FREE 0' 30` 60� SCA�E: 1 "=30' GEN D OA CONCRETE CURB & GUTTER (TYPEII) OB 6" MONOLITHIC CURB O O 4" CONCRETE SIDEWALK INTEGRAL WALK & CURB �E CONCRETE CURB & GUTTER TYPE III �'��" - HEAVY DUTY ASPHALT C� LIGHT DUTY ASPHALT � CONCRETE DOUBLE YELLOW PAINTED LINES -� PAINTED DIRECTIONAL ARROWS O ��~ � � `�!--\` g�«-`,, �►'�' C, I $ 6 � � � � ,��'� \ ,�.., �° p '`�`/ J �,,l C�' � frt,` : \ yf _'j�'�' �'�/ } �FNERAL SITE NOTES: 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED, (WHITE) 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLFL WITH, OR PERPENDICULAR TO THE EASTERLY PROPERTY LINE AS SHOWN HEREON, UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY A/E IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SODDED/SEEDED AREAS SHALL HAVE A M�NIMUM OF 4" OF TOP SOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE EVER GRASS SEED HAS BEEN PLANTED. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUB- CONTRACTORS OR SUPPLIERS, AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. LEGAL DESCRIPTION Part of the South Half of Section 31, Township 18 North, Range 4 East, Hamilton County. Indiana, described as follows: Commencing at the Southwest comer of said Half Section; thence North 01 degrees 04 minutes 45 seconds West, along the West line of said Half Section a distance of 1752.85 feet (the next five (5) courses along the centerline of Carmel Drive); thence North 89 degrees 55 minutes 00 seconds East, a distance of 600.00 feet to the point of curvature of a curve to the left, said curve having a delta of 20 degrees 00 minutes 00 seconds and a radius of 1145.92 feet; thence in a Northeasterly direction along said curve, a distance of 400.00 feet to the point of tangency thereof; thence North 69 degrees 55 minutes 00 seconds East, a distance of 238.51 feet to the point of curvature of a curve to the right, said curve having a delta of 20 degrees 00 minutes 00 seconds and a radius of 1145.92 feet; thence in a Northeasterly direction olong said curve, a distance of 400.00 feet to the point of tangency thereof; thence North 89 degrees 55 minutes 00 seconds Eost, a distance of 1750.85 feet to the intersection of the centerlines of Carmel Drive and Keystone Way; thence North 00 degrees 05 minutes 00 seconds West along the centerline of Keystone Way, a distance of 301.35 feet to the South line of a 7.38 acre tract of land described in a deed to Ralph L. �Ifong as recorded in Deed Record 284, page 604; thence South 89 degrees 55 minutes 00 seconds West along said South line o distance of 25.00 feet to the West right of way line of Keystone Way, said point also being the Southwest corner of the first tract of land described in a deed to Thomas D. �Ison as recorded in Deed Record Book 325, page 421, said point aleo being the POINT OF BEGINNING of this description; thence continuing South 89 degrees 55 minutes 00 seconds West along the South line of said �Ifong Tract a distonce of 246.76 feet; thence North 00 degrees 05 minutes 00 seconds Weat parallel with the West line of said �Ifong Tract, a distance of 386.85 feet to a point on the North line of said South Half Section; thence North 89 degrees 55 minutes 00 seconds East along said North line, a distance of 246.76 feet; thence South 00 degrees 05 minutes 00 seconds East along the West line of said �Ison Troct, a distance of 386.85 feet to the Point of Beginning. �.« � �.... 1