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HomeMy WebLinkAbout041-97_047-97. Site Plan. L � 0 � � 1 i � w� Z I Q � J I wl � � Q U i F- I Q� W I l� I I �_ DWG FILE: C: \97\228\97228SPt PLOT SCALE: 1:30.000 PLOT ORIGIN: O.OD,0.00 1`Y �'II �- I I a� �� 1` 1�r �, �i It Ii , �� II II �� II �� �� �� �� �� ii ii ii �i II II �� �� �� �� ii II II II II �� II �� �� „ �� �� II 11 II II � � „ �� II ii �� i� ii �, ii �� ii II ii ii �� II II 'Il ii ��� �� �� �� �� II ii ii ii ii ii �i ii ii ii ii ii ii �� ii ii II �� �� �� �� �� II II ii � � � � �� �� �� ii ti II II �� ii i� ii � � �I II �� �i Y` \1 ii� � � � � � � �� ii i� �� �� �� �� k_. � _ u � -- ���� �" ,,� Q-;`,_ SPELLCHK� EDIT DATE: 04/17/97 ���D BY: JMS - 5118 BRONMING INVESTMENT'S, INC. _ � KEYSTONE WAY S. � � U z�i��' � � � � � ; 1 `� ; , , ; \\ � ex �� �' i � " � y�'��, � � � � � � _�___�___�__ __ __�_�_ N00 050� 38E to• _?� ?.6� = � ` � � -. ; ,�� p zC _p,-�� -.Y . 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( � �, , 500 E - 6.85 -- -----�-- r- -- __ - ------ -- � � � -�-- -- - ---�-- -- ^ x � � 4�R. ` � - �_ � � ------s- � � I I' � �� � ' ` � � T - _ _ soo°o ' 38 _ � � �x , � � , ,� �. � ��_:. ,:. . , , -,�y r _ � r:,_ , _ ,, � . -- -- °y: . � �� i� �i - � � � � �' J� �^, ti. _- f% , � . � , .�, . � � y � (� : , , J � �------- --------------�----------------------------------------------_�-- --- -c. -- -� a..; - _ _ � : , -.: � , y ' _ . „ , ---� Y� ,, �� � � � �� , i � , � � - - - � . -, ' � � I � C '�,;�r� �3 I � � '� ._. �_ x.�. � � i s� i � � � � cj( - � ., I � � . ' / \ I � =�v �. � ,� (� � � `. ��� � ; � y-. , �s. - � �� �� .. -�� � � ����� � j� ' , �`t I �� - - _' -�- -_ . . . . ��\ � �, - - - �L �- ''' �- u . . � `, � �� �. 4� . , (asp^. . �� II W � W PROPERTIES �� �� �� �) �� _ �� '' � � �ii - �� �. � � �� �i � �� �� �� �� �� �� �� �� �� 4 �cP � , i i � �. /�`\' - a ` �� e. S�o.�, . 7 I I `�� t0�=p�i `""'., N lJ � �nv=8'? y5 (,w; � ,�, -8-� �� , _, � � �. s•,, -� ._ =�: :� - ,-e�� CAUTION !! 1HE LOCATIONS OF ALL EXISTING UNDER6ROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GRWND EVIDENCE ( includ'mg, but not limited to, manholes, iniets, valves, ond marlcs mode upon the ground by others ) AND I ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GRWND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUNO UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. � 1-800-382-5544 CJ1LL TOLL FREE i I � � z.� � --� i L _ _ i � i � � i i i � � I I i , � I � I i i i i i i i i i i i i � i I --:-t- _ - - � � , � 1__ _ I � � � � . � i i � i � i i i � I 1 � i �.�,� , � I � ( � , i i � � � i � i � I i � i � I � � � � i � i , �� �� 6�� SCALE: 1 "=30' �! OA CONCRETE CURB k GUTTER (TYPEII) OB 6� MONOLITHIC CURB OC 4" CONCRETE SIDEWALK OD INTEGRAL WALK & CURB OE CONCRETE CURB & GUTTER TYPE III � '`'' ` � HEAVY DUTY ASPHALT ^ � LIGHT DUTY ASPHALT � CONCRETE GENERAL 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 PARALLEL WITH, OR PERPENDICULAR TO THE EASTERLY PROPERTY LINE AS SHOWN HEREON, UNLESS NOTEO 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 SODOED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SODDED/SEEDED AREAS SHALL HAVE A MINIMUM 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 tS 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 GRANU�AR BACKFILL. LEGAL DESCRIPTION Part of the South Half of Section 31, Township 18 North, Range 4 East, Hamilton County, Indiana, described as follows: Commencing ot 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 rodius of 1145.92 feet; thence in a Northeasterly direction along soid curve, a distance of 400.00 feet to the point of tangency thereof; thence North 89 degrees 55 minutes 00 seconds East, 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 Rolph L. �Ifong as recorded in Deed Record 284, page 604; thence South 89 degrees 55 minutes 00 seconds West along said South line a distonce of 25.00 feet to the West right of way line of Keystone Way, safd point also being the Southwest corner of the first tract of land described in a deed to Thomos 0. �Iaon as recorded in Deed Record 800k 325, page 421, said point also 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 distance of 246.76 feet; thence North 00 degreea OS minutes 00 seconds West parallel with the West line of said �Ifong Tract, o 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 Eost along said North line. a distance of 246.76 feet; thence South 00 degrges 05 minutes 00 seconds East along the West line of said �Ison Tract, a distance of 386.85 feet to the Point of Beginning. • O [ , CO c �i v1 - � � � • � o �� � a wN �^w � a ... � w �� � � � Wz � p'd N U Wc�N` z�� Z�'�° ` E F�1 Q Z ri rn � �, AL Q w Z� Z �T a (f� U Q � r„� U � Z a Z �, z � �,,,� 4 A w -� � z W Z A � O � o Q U � W V ��� � � � �x� pC a � � � r-� �� � � � � ,, �,,, , , � � � � � � � , , ,,, �,, ,�`���� R h� '�% `�� (�`C".: �4STEqE• � ��� \ \ . � O ••• � j ����� No. ���`�� = * 880,303 * = % SG►lE GF •� �� i � � ��i� �� /MDIAM�•••' .���• ��`,'Sj�NA�- NG��`. i ��� � � �`1 � CERTIFIED BY ' � Z � � � � W V � � � � � O � � � W � � � V � � � � . � � � � DAIE: 04/15/97 SCALE: 1' = 30' DRAWN BY: J.C.S. CHK'D BY R.R.H. aIOB NO. 97-228 REVISIONS S`FiEET NO. ��o� �