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HomeMy WebLinkAbout05030007.8IS% S.F. a o _ > ' 000 � 000 - _ - _ j FOR CONTINUATION SEE SHEET P103 g�SF. � 5 r 9,839 SF. ,P. _ - 71gg9 y�. \ . 10,1147 S.F. / ^' Qt I a 9639 S.F. 8 �• © 7.060 $ 70.00' 80_50' 699 ,- te�_d ��11 1, ® 1oc1'� 9,488 $F. �•6J.76' � ti 10' DUkSE ® - �� �cP 1 � 7,1VL $F. / 817 9,839 S.F. :. 0 21* R � \ ``,1 ar�1 °Qp ��R � \�� ,2rs 8,375 S.F. $ $ a4W 6646 SF e6o �a° o� 9 FLOODPLAIN / 9.003 S.F. g \• ' • � ,� 6.100 SF. BLaaK +1 � \ 7,1� � _7N ytiti° A7• ® � N N $ 0.16 AC. 20.00• ��g9. / 816 %015 864 8,701 S.F. g 3�' 20� 8j,7 66% do ti '0,233 SF 5 g e 7,125 70.00' 16.97 50.97 � \ 0 � � 6,400 S.F. ... -- -. 67.31 ° -, � � 7 / ., ,.. `b �i 0.39 C1F. 6 { 85' 8.% SF. 87D1 SF. 8 $ 0 6'� ` 0.39 AC. 0 g 7'�2 BLOgC 1Y �\ n 65or 2p 1� 663 �� 8400 SF. ,off 4 16.911 SF. o # 7 SF. s6sr POND 2 0.17 AC. 65Or 8701 S.F. 8 �o d� �$ 2 $9 � � .291 750 011, S.F. 7,128 S F. w eAh� 8,06-9 SF. �I � �n 7S? 6�� 720.W � 120 � 8,400 SF. Q , 6.400 S.F. `� 4 ? 8211 0- i 4 b 000 'mom 6� a4 664 ,OCfl 8,400 S.F. / 665: 9,879 SF. o 7 7400 a `fr 753 a`°° 7,028 S.F. ,s 989 SF. ,<b / 9,060 SF. .0 Y,0 ' y. O✓ .y �0 t on � 684 �� � a �$• e� 334 SF. 8.if11 SF. to q 1 8400 S.F. �� / 9100 V. ��'; � 00 _� g � 6� � � ?s 1000 0� /� L1OJ / $• ,0 1X035 SF. / \ 1� 678 X63 ti' $ N 8 ° 747 ° �i moo• ?�� 6�1 ,3° 3& IF 8400 S.F. 9.10D S.F. o °o o 8.95 F oo o:F. 72 SF. ° 6 $ . ~� c4 6000 3,050 SF. 616 �� `O �,,; 682 tia� O 669 /� 6,FSF , 7,887 SF. $ � / 100 S.F. �° / 9,100 S.F. �o- / 9230 Sf. �� 00o �� � �?• �� 644 $ �% 746 60.00' 6. 50.80' 4033 S.F j 4 SE . i � �� � ',017 �• a � 616 W97g• �q 10 °�o`� ' �o°p\ oc4 �d� 8,400 SF °oo - o - o % • \ 745 �` , i. ^S�1 �� S.F. W `O DO SF. ;� 18 o oo .012 S.F. o• o 6000 SF 7,344 S.F. sp cb. 6\ ti8 0 /� �� �p 744 � , ? / 6, . 076 sF \ ,° BLaq('1Z' WETLANDS / 743 �" j�J ' ?aoo• ( n as •.`°+ 2 00 F. •' ,o' 8,400 S.F. o C-/ ' ° 402 sF. / �• h 912 V. M1yL1 $ �, ° 6.26 AC. �� 2p 8.025 S.F. � �`P ., a a 7,193 SF. s 0 692 `ds� CONSTRUCTED WETLANDS 4 ' 0 e 9� cP �� �A 6,011 S.F. o S.F. SF. of B000 SF. & 0o eO`"• �� s. "' �o 8,400 SF.._ 741 o '9 $ 641 $. ° � � 5,999 SF. '�p6 356 SF. 1113 o 9,026 S.F. `' 693 �ca o 4 746 ti° $' 6,000 SF. 8.400 SF. ryo�cP d5 4 o� 4000 SF do a dp 6.37 S.F. off" ` air �1oOO. O s ?s ti H O� o� 'p 6.006& Q / 914 ,! \ °cA / \ / �"` .6.254 S.F. 6.000 SE O S.F. �- 6,�SF. S. 5'6' 8 '?apO, c4 737 �g � 6,102 SF. y� ory / ,,a .110 F.'O � `O�o-� , F•/ � $6.004 SF +`ip' ' 6;�0- SF.�S. 6� ® 6.000 SF. g �ko ocP 000 Go 8000 SF. 8.485 ^� X ° $ 736 $' 60 Pc �6,EOD SF. �'`� Ole 6,000 SF. 6,173 SF. 7,200 IF. , . FLOODPLAIN $ 1 �7�. �� Z 1 7,842 SF. �$• 6,000 S.F. `�� / ° '4 ? 8,245 SF. 7.200 SF. � � ° . 6p �� FLOODPLAIN o ` z -. 't° 8,000 SE �. w' ,.245 IF •$ J�' 6,[�SF. ,� 618 O cA j '$• •.'O' - o °p - -� �. � 6000 SF. 574 `O� 7,200 SF. �$' / Q 000 000 F `g � °°° POND # 1 Ryon 919 6.37 SF. '037 16,255 F. ?o / 100,021 Sf. 562 / ,w . yKP R o � � + 0S. ? p •6\ � }/ 1 00. 0 21 S.F. a "5� $B • � $ 7.200 S.F. .374 S6F, 3. � 7 4 S.F. O , '<f? N 407 45 SF 4', 196 , OO 573 o 6.000 SF. a3. @a\ 622 7.906 S.F. 607 8. S.F. �$ 9� 1+ 000 pO° .' �„ 2 1 \k245 S.F. ^' ,9 ?p N4 ti° 6 °' 'moo 'p / ® gE. �y 6,000 S . / ,a WtG 223 1 �o- / S . 0 c� 074 SF. 1X711 SF. 246 S.F. 57 $ 6,807 S.F. U7 7.21F 1110M W 86,203 S.F. 6,374 S.F. go 1.01 2.32 AC. $ 7800 sf. a t $ a �7 SF. 8,807 F Q �� ag a ` jcP a 7.417 SF 20 �� 6 37 T �a \ 06,000 SF W o 7.195 S.F. � � \ �,9 4' / ° Z �tio .7200 SF.\ � � °�� ?O$ / '� a / j egg• 5 I 6,374 S.F. o � sOCg\ ro di � � $, .d� •$, r ', \ � - 549 6�.6� .$• �' _. 6� 570 0° $ m �a200 SF. ° 6 �� 37 4 SF 40 . ?7,200 S. 834 g \oP �� $ >p$• `�� Q" ' ?q�200 SF. � � �G, °$. / O ® "` {06,000 SF \ `�' �bo �o LW o 711 S.F. \ •200 SF. 639 / \� \ g• •$ 6,163 S.F. �''g • �� 833 ��' ��' • , �� � 926 ooh $ X,7 SF. °0 '0 6,000 SF. °o �� 3 \ 0 6,186 SF. 9g6�� 0 6374 SF. 507 588 W p�7 �p7.200 S.F. \ �$• to 832 `b / 191' ® $. ti / 961 ' 200 S.F. 6 °' FL J J 7.200 SF. ° 7,973 S.F. '$• . 4¢ � � � �oB4ODO SF. / 6,172 SF. q92° 2„ a 4000 SF. 8 .132 SF. / •� O a oJ� oo� ; • s � 7,200 SF. c�' do 831 `b / `b\ 959 0° 594 6' IF efi ti° ?Og3,200 SF , 7� F. '� a e°� �,:, 44'' 4q �- X5.000 SF `�• � �Q 6000 SF' 692 ;-16.300 $• a` �d q1 O 2C of 41 RO�S95 `,� m awl /.. - . 631 �o / d� 6 OSF. a9• 2 D2� s0.00' a7 7,200 S.F. o$ .000 SF. O b' of 42' R a� `ti° ,7,200 If. - $ , `° y °8,000 S.F. SF. m �1 7,200 S.F. o cP o� �� gyp, ''2, 6.000 SF. 2D0 SF. �'' • $- oo/ S. 7,538 SF 8 720D F. S \ ¢/eA • 7, 5 SF. 63 / o° / r 0 95 SF 610 ti �'$, ,200 S.F. 6o- 04 0,�� g �o B4OO�O�SF.$ 5M 8 $- 7.200 S.F. �. °1c� `� 9783 SF Aga �. 7,206 SF. �o�' 611 ry° 3� ° �° , 6 °' ., $ � � ti'1 BLOCK � % 6.000 SF. � ,� �p 7.200 SF. «� 633 SF o 6266 $ ® °A tid ?p `�• cP � 8000 7,200 SF. 7,419 S . cP / � � 1.92 AC. � / � 6,000 SF 62 105.75 5262' 612 °cA a � �$ @ � � 1 � I .fj,�SF � 63.494 SF. � � $- O 52 y�7.548 S.F. e� ® / SF. i s jp 6, \ -632 1 ' ; gt4 �'' U 613 l� S.F. � x.019 SF. 5979 -SF. 08 ®Jl JGhy 614 87802 S.F. 1ti °2 \ 'p / - '� /� \2910 �'� B0�00 SF. /� / 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 3 g° N 7,806 SF. °�Y$ 7 SF `� �. t€1 6,000 SF. �b. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR 616 -I 615 - a *� °� 25. ° �' . O 7,206 SF. 7,8W S.F. 14l3 ti �47• 10 95 �, 6 TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS 63111 O �! $, 4ag $ -/ Si PERTAINING TO HIS PHASE OF WORK. IT `_;HALL ALSO BE L� j4q5 m , 7.341 S.F. �o°`A / BLM Y , is 6,516 SF " b X08,000 SE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE p 3Y of 12; NCP 66.06' 74.43 mss• 7.44 AC. OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE • ' ''0• \��, \�� � � i;0 8,00��•$ LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE rd42' ,a d29 �yC 94Z 948 $- ��; / SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND 7,246 S.F. . Ia x,000 SF. THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS ,� - := - - Existing Storm Sewer FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS / j'� � �• 7.126 SF s °/ $6,663 S.F. / �- New Storm Sewer STARTED OR RESUMED. 944 �? 916 g 7,1VSF. 3. STANDARD SPECIFICATIONS FOR THE CITY OF NOBLESVILLE, 128 SF. 7128 SF / Existing Sanitary Sewer INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS. New Sanitary ewer Y 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES i 7ss` _ 10 RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH _ 75.64' - Existing Contour GRANULAR MATERIAL. " Existing Elevation 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE FLOOD IN /` 000.00 New Pavement Grade PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 000.00 COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED All Other Finish Grades PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. -'" ME Match Existing Grades 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK �000.00� Corrected Grades FLOODPLAIN \ AND 4' IN WIDTH. _ - 000 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK 0 Storm Structure Number INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK • OO Sanitary Structure Number SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY -- - = Denotes Elevation and 20' OR LESS. 000'0 Approximate Pad Size 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. now Arrow 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO SCALE: 1 n -100' ------ -- - - - - -- 6" Subsurface Drain CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. / ASSUMED NORTH E 000.00 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE \ Swale PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A STANDARDS FOR WORKER SAFETY. Water Main 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOLEY SAYS Denotes Pad with 2' or <, iIC 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE DON'T More of Fill After Stripping CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES FLOODPLAIN DIG INTERCEPTED TO BE PERPETUATED INTO STORM SEWER / BLIND" SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT B1= ACCOMPLISHED. -� - Existing Trees 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 85 Existing Gas Main PERCENT OF THE STANDARD DRY DENSI FY (ASTM D -698). - Existing Telephone FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT 'ITS THE L-AW LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY CALL 2 WANKING DAYS BEFORE YOU DIG Existing Water Main (ASTM D -698). 1- 800-382-5544 - Existing Flowline 14. THE FINISHED FLOOR OF THE HOME IS TWELVE (12) INCHES - CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1981. - -- - Existing Overhead Utilities HIGHER THAN THE NOTED PAD ELEVATION. IT IS AGAINST THE LAW TO EXCAVATE - -- - - WITHOUT NOTIFYING THE UNDERGROUND 15. NO CURB UNDERDRAINS TO BE INSTALLED BEFORE SUBBASE LOCATION SERVICE TWO NG WORK. = Emergency Flood Route PROOFROLL APPROVAL. - DAYS BEFORE COMMENCING WORK. O 3 $003 SF. ° 725,926 IF. w8,839 S.F. IL 827 N N 1X177 S.F. 9 ?3 62 75 S.F. 4165 S.F. / POND # 3 SF L_ IT OURSE 0.00' 66.42' 7' T7.23' 486.55' ® ,RO• of 4R' RCP j/ z (D in w ��40 \ \ \ \ \\\III'I I II ��� ��� JOHND /q N// " rE�,�oFyA No 10100357 Liz OSTATE OF 4 IAL DA 02/21/2005 THIS DRAWING AND THE IDEAS, 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.(2005) Schneider THE SCHNEIDER CORPORA-10N Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DA PROJECT 02/21/2005 C") DRAWN BY: z RAT � W r � v Q z DRAWING FILES: Z � Q w 1104 z w O x U U Ix O Qi C/D E- z o Ix-1 � Q w Q4 �rl z O a a z W :Mi O C� x Z 0 cc DA PROJECT 02/21/2005 DRAWN BY: CHECKED RAT Ma1D SHEET TITLE: PRELIMINARY PLAT DRAWING FILES: File: R: \5K \5261 \001 \DWGS \P101 -05 XREF: R:\5K\5261\001\DWGS\prel SHEET NO.: 1104