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HomeMy WebLinkAbout06010026.6PARK MEADOWS DINO YjY / r' R4.5' E P ``. l ' �Q ° ' : f" R4.5 R4.5' jr ; �. N R4.5' \ \ .H.a A N < L^ lL CtD R4.5' R28 R4.5' / / ti i l ft1C):• / / j, S -2 R4.5' R4.5' Zga FA / / / B -5 / 14� L1M1 T VD At," \ \ R I (, j T cam;-/ VY'A ' 1Y P If 0 yam, I,.O• ! �' �''� •`V \ '. t It jf�� � '� -.-, \ O � 111)i 0.9� h �jso •1�� \ \ / o _11& 1P.2 9., A 44 If 0 R&O' r h \ l R4.5� G�� .-cc y'!,�..+v"• ,° 45,; "x N aarv" ",1.. .°,. L �,• h�'�;s�. ,;•�'_ �" ski , 16 - 4 '`�' s',�,. DE1EN PONS ;i •q. N / / i' WQT6.� .. •4.- .. /��l ��Y': �i`K �., -+f; `3 .O 1O0 s W7.14! R, �;:.�4. ..ti4 {. ,+.i `�Ff qJ I G'tN $.• � � ! � / �;,� ; �, 1p ,_t. •;m���:. •� . .t:ri � +4'� •arc v z� ;:, E K+ ASSUMED NORTH SCALE: 1"=50 ' C .3 101, F003% I M1 NO, =I: 1=111111111 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS. 5, ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. part of Northwest Quarter of Section 26, Township 18 North, Range 3 <9 ;�1,y East, Second Principal Meridian, Clay Township, Hamilton County, Indiana, I i being more particularly described as follows: 90'' i'`i''i i`f!,'`j / COMMENCING at the Southeast Corner of the Northwest Quarter of said Section 26; thence on an assumed bearing of South 88 degrees 29 /minutes 07 seconds West along the south line of said Northwest Quarter a distance of 1125.87 to the POINT OF BEGINNING; thence continuing South �► ` / / J :'� G 88 degrees 29 minutes 07 seconds West along said south lire a distance i III FV ! `� / i` i i i i'' of 243.05 feet; thence North 01 degrees 30 minutes 53 second F t� m� , �J' � pF 9 s West a �► / I ; /;ti distance of 45.00 feet to the southeast corner of Lot 2 of The Parks at SpringmiMl, recorded in Plat Cabinet 2, Slide 341 in the Office of the ! i. o ' Recorder e. 0'g °; ' , o• R "k..��.� ,l, k .: :�^ � :�...� � <. :- , .p r;':., � ; � T'�> .�,: -�: ��:• � •.�' ���,.:�._.��.<_• ;.= �..; = � a�<.>� . -,�x,��< � ' �� � � ,P .. : . , >� ���• .�• �' ! ! ! ^1 % G rJ ; J • f/ :' - ';' ,` ','', t / � of Hamilton County, Indiana, said point being on a non -tangent tangent R curve to the right, the radius point of which bears South 7 5 de g rees 38 minutes 30 s ec onds East a distance of 3036.83 feet, thence northeasterly along said curve and along the east line of said plat and along the southeasterly line of land described in Instrument / k� �' , ' ; • ent Number 94 °13389, V� concentri c with the northwesterly right-of-way line of U. S. Highway 31 (North Meridian Street ), I. S. H. C. Pr oject S. T. F. 222(9) 1973, on arc a "..,9''° distance of 840.56 feet to a 5/8" rebor with o yellow co stomped "Schneider Firm . >�'"` de #0001" which bears North 75 degrees 38 min utes 30 seconds West from said radius point; thence South 61 degrees 53 minutes 05 seconds East a distance of 600.50 feet to a 5/8 rebor with a yellow � rl cap stomped "Schneider Firm 0001" on the northwesterly right -of -way fi L L J r r, %' `� C/ line being a non - tangent curve to the left, the radius point of which bears L `o ! /r. r,; / %;r; South 59 degrees 15 minutes 53 seconds East a distance of 2436.83 feet; thence southwesterly along said right -of -way line and curve an orc distance of 481.51 feet to the northwesterly right -of -way line of U.S. Q- Q Highway 31, said point bears North 70 degrees 35 minutes 10 seconds le" West from said radius; thence South 80 degrees 56 minutes 59 seconds '11 z- xscaoc seec lie / 7 West along said right of way line a distance of 380.20 feet; thence South 51 degrees 59 minutes 02 seconds West along said right of way line a distance of 31.10 feet; thence South 01 degree 30 minutes 53 seconds / pn i / ' �`l rr l� East a distance of 16.50 feet to the POINT OF BEGINNING, containing 9.54 POND ♦ / 1' i/ 4 pA �r F /Co % acres, more or less. N.P. ELEV.- 863.50 ! " / l l tl ' `�R \ I / 100 YR. E D.= 866.35 / �' / v `1a� B -2 CIL N / / { ►)y 137: r err / _ '' r ') Y/ r /r1r 50 "xa1'G (DII� UNC�YrAIN, F'! END's sp-VEr1 Y U I ! / ) INV. 85° -- R 0 N. R LINE PER RESOLUTION NO. 08- 07 -00 -03 3 V INV. - -_�-- I - ;= �,- :- �-- -•T- -- -;�=------ --�.�� _ -. - -�-�- -51"59" -� � \ - � T -I V) - __.• - -- - - - -_. _ ._ - -- - S88'20' T7 »W, 243: 0-5�.� _ - ___-__ -- _ T _ o TciEPHGNE POSSIBLE EITI "°_ ^. �� U-) MAtahOlt" t` OF PIPE -� -____- ,`'`�` ( / - -- S01 "30'53"E 16.50 le, I6� - E e3�,r�FlO -a.t_ �iI I / 8 -2 �rr�;r r,,- r'T; =? 14= _:.•u�.� .. • < .i � .. ELECTRIC MANPID / f ` I J t I �'�.".__., W W TC = e66.32 r FILLED AITH WATT B-2 HOLEY MOLEY SAYS DON'T DIG BLIND DIn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Sanitary Sewer ---- ---- Existing Storm Sewer -0 - New Storm Sewer ------ - - - - -- 6" Subsurface Drain New Sanitary Sewer - - - - - - Utility & Drainage Esmt. Building Setback Line Existing Water Main w w - New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve N New Water Valve F0 Existing Fiberoptic Line Existing Gas Main E - Existing Electric Line ----- T Existing Telephone Line G New Gas Main E New Electric Line T New Telephone Line Existing Utility Pole Existing Trees Existing Fence r,. Light Duty Pavement - Phase I Paving (To Be Installed During Phase 2 Construction) Heavy Duty Pavement - Phase I Paving • 4 Concrete Pavement Walks Light Pole Q 6 "X18" Curb 9 8 Depressed Walk C803 7 8 Curb &Walk C803 C803 Q Concrete Walk $ 0803 6 � 7 Handicap Ramp 3 C803 C803 Q Handicap Parking Sign C803 14 Q Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) 0803 Q Match Existing Pavement Q Area Light (Contractor to Coordinate Light Style and Size with Site Lighting Plan, by Others) 2" 2" Island Weep Sleeve 0802 Q 2' Curb Taper Q Glue Down Curb Q Curb Turnout B.S.L. - Building Setback Line PARKING THIS PHASE: ® 9'X18' Parking Spaces- 92 @ 9'x20' Parking Spaces- 64 0# 8'X20' Parking Spaces- 3 (A.D.A. REQUIREMENTS) Total Parking Spaces- 159 PARKING OVERALL: ® 9'X18' Parking Spaces- 188 9'x20' PaIiking Spaces- 192 Q 8'X20' Parking Spaces- 9 (A.D.A. REQUIREMENTS) Total Parking Spaces- 389 tri Z 0 w O�,��yRT rrurru� V O /lli'J //i V No. * PE19500260 STATE OF .n /NDiANP..''\ DATE. (E AS, THIS DRAWING AND E +6 AS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) Sc n e� der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826,7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying I Landscape Architecture Transportation Engineering DATE: 09/03/02 PROJECT NO.: 3357.003 DRAWN BY: CHECKED BY: •mot• JCZ SHEET TITLE: nSTIT�E,7 rV LO XREF: S: \3k \3882 \001 \dwgs \00lbs.dwg XREF: S: \3k \3357 \003 \dwgs \003bs- rev.dwg XREF: S:\3k\3357\003\dwgs\TRIe1.dwg XREF: S: \3k \3357 \003 \dwgs \3357002c.dwg x 0 W � Wz �c\, z rn � n DATE: 09/03/02 PROJECT NO.: 3357.003 DRAWN BY: CHECKED BY: CWD JCZ SHEET TITLE: nSTIT�E,7 rV DRAWING FILES: S: \3k \3357 \003 \dwgs \C102.dwg XREF: S: \3k \3882 \001 \dwgs \00lbs.dwg XREF: S: \3k \3357 \003 \dwgs \003bs- rev.dwg XREF: S:\3k\3357\003\dwgs\TRIe1.dwg XREF: S: \3k \3357 \003 \dwgs \3357002c.dwg SHEET NO.: (C n02