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HomeMy WebLinkAboutBuilding PlansWAS, -p bu 4z.w p foe-, .91 TYV% AP .1(p +�a �},' S17►'1'F, 5. as -rtr I Uattic 1311WN. . t I — — �U I � . I �VvGT�o ILV a C tsLv'l i /2eL$M YC1 r- M L 119 J H G F E n I« O "' B o , m co N a� 3 3 0 A V) 3 0 co M cli 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 15 HOLEY MOLEY SAYS �' I�� 14(c))7= "DON'T 1. STING GRADES. DIG 2. IAT SHALL LL D BE THE RESPONSIBILITY ES AT BOUNDARY LOFEEACH ET XICONTRACTOR TO BLIND" VERIFY ALL EXISTING UTILITIES AND CONDITIONS M PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE o CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR -� - EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY FUTURE Village of WestClay "IT'S THE LAW"_ _ SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. CALL 2 WORKING DAYS BEFORE YOU DIG 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL 1 t E 1-800-382-5544WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. zl_ I _ CALL TOLL FREE 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES TC -897.68 1 t 1 1 RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH TC=90 96 I I I I I I 1 1 1 1 PER INDIANA STATE LAW IS -69-1991. I GRANULAR MATERIAL. 50' OF 8" PVC ® 175' OF 8' PVC _ _ _ - - - - - - - 43 - 1 1 1 1 IT IS AGAINST THE LAW TO EXCAVATE soz6 �1 Ts - - W301 D IZI sa23s 90129 899.58 �: r 1 WITHOUT NOTIFYING THE UNDERGROUND 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE -) - - - 332' OF 8" PVC 1; k 1 1 LOCATION SERVICE TWO (2) WORKING ASSUMED NORTH PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMP IES. ALL UTILITY NIES BE rl -!i . +902BLOCK A / s98 i n �' DAYS BEFORE COMMENCING WORK. SCALE: 1"=5O'PRORANO ANY EXCAVATION O ORAFIELD LOCATDION OFTIFIED 2 ALLEY ESMT. o M 42 i ' ALLEY ESMT. COMMONS � � � 1 l , 1 SERVICES. CD o, TC=901.31 608 ( 1 i I 1 609 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" MFFE=903.5 MFFE=902.5 I DU&SE 1, 1 i 1 THICK AND 4' IN WIDTH. /� N 903.01. 901.4 902.0 901.17 601 o I t I F 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT K w • TO BE CONSTRUCTED BY OTHERS. W 120.00, 901.4 0 120.00' , t , , + / ,� MFFE=900.2 w l t r ���� 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK 610 g > 607 , 6�2 ,� 1 r INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. • o o , w 4 I % SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN 1- - - - - - - - MFFE=903.5 w I W o MFFE=902.5 r N w _C) a PROPOSED Village of WestClay 7 EXPANSION JOINTS, CONTRACTION JOINTS AND 603 ;,, ' PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A 902.5 W 9o,s I MFFE=900.8 SECTION 3001 ,' -�-- Existing Storm Sewer z 124.55 ,� 0019 CONTRACTION JOINT EVERY 20' OR LESS. 9ms3 120.00' 981.0 _ 901.0 ^ _ 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 604 N , 611 6 MFFE 901.3 i ."'� �"` �: -+-- New Storm Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. _ tea, MFFE=903.0 UJ I MFFE 902.1 s w = a9�5 r, `� ` ! �� i 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE M oM FE 901.3 SO jJ3 i PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. J 90,.43 302.0: 42 9 �� a� - ��` ' ' Existing Sanitary Sewer STANDARDS FOR WORKER SAFETY. 3 ~ " ' 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 120.00' 900.7 g 900.7 °j 13602', ��� 5°95 8ko� �, �. i I1� (� 1 n- `± cavil TC=901.00 r' , . r. ': ��' w ; '� . .,, - - - - - - _ °° m o �a°5 0 50.00 �'�' ; New Sanitary Sewer 3 CROSSES PROPOSED LHOUSE PADS. WALL FIELD TILES 11LE 1 (0 612 b o 0 5°9 0 897 5 ` ,� r ! INTERCEPTED TO BE PERPETUATED INTO STORM SEWER IN ,MFFE=902.5 "' 0 605 a ,� �;, �` � � �- 000 Existing Contour SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN 900.93 901.5 MF -901.9 1k� - - °9Rti 7696 ��` WRITING THE OWNER AND THE ENGINEER IN ANY �� .��,° �� x ELEV Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 120.00' 900.3 > r DESC g 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 I I 42 S TC=900.93 Z o TC=899.43 15 Ri 5���`l � D 898.5 899.0 > 613 o sos �L�F-� ' , ,, r 7 w/ description PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 MFFE=902.0 "' ' �� S9 ��''"�,� PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557 H OctTc-899.49 �o �`° 6k� Bs9.o / .: 000.00 New Pavement Grade ( )' - 605 C/ ¢ ,� 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT ' `� 4' �' OR SHOULDERS MUST BE RELOCATED PRIOR TO THE --- - 10 BTL ti N I / X469 900.23 101.81' 52 RCP,X I \ 10 DU a 000.00 All Other Finish Grades CONSTRUCTION OF THE BROAD STREET ENTRANCE. OM 10 _ 3+3s R SBURY4+oo STREET 4 83 c , o��9--�.;� -� �� aoo Storm Structure Number Revisions -` ,n 1° �„ I 899.0 00.0 I ( 656 w ' ``. 06/ 9/99, - CLIENT. - - - p 900.45 N 899.95 - � '�• � -� ,- N 1 �, 1. BET, ADDED LOTS 605 613 PER �� 900 5 0 0 -° 2. 06/14/99, BET, REVISED PER TAC COMMENTS. + 6 I I 8975 W I MFFE=900 0 �: ., �000 Sanitary Structure Number 3. 07/19/99, DCC: REVISED GRADING TO ACHIEVE EARTHWORK BALANCE. --- -_- N I _ 1 O 900.23 102.28 10' DU&SE MFFE=901.3 I I » » '� ( 1 , .;. - - 56 OF 21 RCP 60 TC=899.08 10' BTL Tc=899.49 Y BLOCK B Q I , - Flow Arrow c 622 604 899.6 897.4 � 1 Oto 114.13' 1 b N 9008 D411 I TC=899.00 1 90 Denotes Elevation and MFFE=901.9 900.1 140.00' I Tc=Bs8.o3 I 655 MFFE=900.1 0 u C=900.83 901.4 900.2 I es . 5 899.3 897.1 , 663 6 000.0 Approximate Pad Size 9 120.00' O / 638 Cot'654.13' m I 1 E376 z• MFFE=901.7 I I I I M- 1 1 0 ' _ - - - _ 6" Subsurface Drain 623 0 9D,.2 4, - I FFE=899,8 1 1 M 896.8 MFFE=902.4 900.5 140.00' I 898.114.13' i [ 000.00 L - - - - - - 639 .23 901.9 900.6 I u} I � 1 , - (�1 F C' CD MFFE-902.1 ICF) 653 MFFE=899.3 0 , 1 Swale `'LJ 120.00 0 - 897.5 I 97.5 Lo f v 624 - 896.0 898.6 896.5 1 ' - o so,s I 114.13' 1 2 Roll Curb 893.0 I I N N 12' AL EY ESMT. 1 MFFE=902.9 0 900.9 139.64' �- - - + - - - _ - - I 652 MFFE=899.1 1 \\,�aa�uutuunNuan�,,,,. r 902.4 901.0 �' 640 - 9 --- -- - - - - - _ I e s , 664 © 2 Chairback Curb \� 120.00' MFFE=902 - - - 7 9� 896.3 i , 898.2 GISTER�;.. O 625 m W I i ___ - __ - - - _ - t1 FE=8 ' r _ © 2 Chairback Curb = No. = 7r. � 413 ' .• O d 16,2 ( I - - - - .- -.., 651 MF 9s.7 , - - - - - - - o o ,.8 ,� -� I 1 1 = 9800085 90 I 1 w/o Gutter -° MFFE=903.2 w 901.2 140.00' I TC=895.00 I 8972- ,_ 8 7.9 3 , �� `•. STATE OF s >, Z I I " I ass.o - 665 D , o,� : ��, Q 0o I E JARZID902.7 90,.2 641 0 o �' 1t4:1�' Valley Gutter 644 ( I 646 I - 1 = � � PIAN. � w � 643 e _ I o �, 647 I 650 MFFE=98. o _ ../ONA,�,t,°���\\` .0 �-' 120.00' Q MFFE-90 - 626 o MI MFFE=898.0 ° Cn I °Flo - _ MI 6� Bs7.5 ' MFFE Minimum First Floor Elevation M C)MFFE=897.9 MFFE=897.0 _ . 895.7 1 66E� d N, Mf r c 897.7 MFFE-897.9 114.13' 1 1 MFFE=903.2 I I �; - I , o � 901.6 140.00' 7 I w 0 N =1 I I 649 MFFE =898.0 0 - 902.2 90,.8 642 I I ) , - - - - c., I N _ I I •55 897.?. _' F 6 CERTIFIED BY 5 ( 120.00 N M E=902.8 I I I 114.13'895.4 , N a 6% w 62% so Tc=902.30 I ^ I I; # < PROPOSED Village of WestClay °J 1 TL I D601 TC=895.03 ��yy THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED O I 648 MFFE=897.6 1 i SECTION 3 111 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER MFFE=902.9 140 2s OF 2 RCP g - t O BTL 361' OF 27" RCP c , Q CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN 85.03 896'7 75.02 895.3 895.8 �► - 668 PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. D 902.4 Cp 75.02 75.0210 DU&SE 896.3 86.67' 43im--114.QA'"__ 158 3 1999, The Schneider Corporation t 5+ 0. 46+00 47+00 D STANHOPE 48+00 _-- C641 -- - ®_� 0,.87 _ _ 49+00 29' OF 12" RCP 50+00 - O _ _� B ao 51+00 D 52+00 52+51.54 TC=894.86 ,v D t. -+ a o4 610 TC=895.03 5.84 04 STREET ����- The �TC=900.62 0 9 7 895 --. - „� f `- y 901.22 C-901.32 24' ALLEY ESMT. �� I -.. k� , 40 310' OF 8" PVC 08 N6• a N S• 9 0.6 898.8 f - Sdmeider �0o w o; 0 I 10 BTL 397' OF 8" PVC d o ---�.� _ - HERMAN �, CO oration a, ,n 0 78 OF 8 PVC rn 40 TC=896.60 �' WELLS SARK 628 69 63Q ( ° I 631 632 633 a ^ 634 -�'�` i�, y 90.72 .- I ' I� I :.635 � I �, 636 » » I � 901.6 I � (, � I ���� 12726 Hamilton Crossing Blvd. Engineering -1- - - - BLOCK D 899.8 s8•0 ^ 897.0 Carmel, Indiana Surveying sozo2 4 4 �', �, M ^ I o `� IL �, 897.5 897.6 897,6 ( of _ 46032 Landscape Architecture Tc 902.02 COMMONS o wl ^ I`� 896.5 897.0 196.8 I �I 317-574-3797 GIS LIS 48 �2896.8 TBM #44 317-574-3799 Fax Geology r =3C1 USGS BENCHMARK -- Bs7.4 235.01' . Formerly Schneider Engineering Corp.BohlenMeyer,Me Gibson &Assoc` CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT 000 - 000 000 000 TC=8 95.00 000 000 - 000 000 , 000 EAST SIDE HOOVER RD. ±100 SOUTH OF CLARIDGE 8999 30' DU&SE 895.9 p61, 895.9 Bsss 8959 30 DU&SE as4, •, FARM ENTRANCE. BRENIRICK DEVELOPMENT CO. - 76.65' 77.67 77.6 ' 85.00j _ B 85.00 , 5.00 ELEVATION - 893.39 Village of WestClay 75.00' 85.00 00.0 ME ,.899.0 ME _ 898.0 ME '[899.4 jME "[ 8�8 0 ME 897.0 ME 896.5 ME 895.5 E 897.0 ME 9 Section 7501 895 DEVELOPMENT PLAN 2 3 4 9 0 7 D 10 12 13 14 15 Date Project No. Drawn Approv. 05/21/99 1238.7501 DCC Computer Files Sheet No. A J: \1238\7501 \DWGS\C101.DWG XREF: 30018S.DWG®� XREF: 7501 BS.DWG XREF: MID-BS.DWG XREF: CA9.DWG NOTfS,, A 7"t ff 13ULD,EP ANO 1fiLL GON-PAGTOP-'5 l IU5T VfPIFY ALL D# IfN5/0N5 MOP 7`0 PPOGEEDING W/Rl ANY GON5T-PUG7"I0IV, t�', Tt f !�IU.LDjf' IJIVD ALL GONrPAG7-OP5 I IU5T Vfflry GOl IPLIANGf WITf7 AL -IL LOCAL AND 57-A7-,ff l3UILDINC- GoDf5 /N TTtff AP,E/i WtlfPf 7rtlf PULDING 15 TO OE ,QUILT G, ALLL of/i I5 AM) tlEADEP5 I"IU57" Pf 5/Z D PY Ttfijf PUILDfP, D, AL,lL 7-PU55 DE-'5/GN-,5 I'1U57" Pf Vfflf1 IED PY 7-tlf PULDfP, Iff, A -L- WALLS APE /0` / //8" UNLff-,55 OTtlfkI N5jff IVOTTD, 1✓, 5/8" t=lPf PAT�D DR WALL I"IU57" PUN 7-0 P077 -OM 0)1� Fool ofck G, WINDOW 51 Zf5 TO t3,ff Dr -T "fpm1NfD pY Z�UILDjffp, Q bcb TRM �m �faf W&L 1 -Ea f ww m It" z 7 12 FYF't7Pt CROaN MOLD Svoo �L�VMON 5CAZ 1/4"-1' 41` HALF KEYSTON FYPONLCUYER %bOW2 bh TRM bcb TRIM LATTICE BEADED HARDI RAW SM bcb TRM LATTICE 1x8 RM SOARD / V FpONf �VATION SCALE: 11411- I' BEADED HARDI M-AtK SIDING YI 2 IXOTM BRICK ' BEADED 94RDI \--tTOM PLANK SIDIN5 WATER MAW FYPON DENTIi. MOLD %w BEADED HARDI PLANK SIDWs b* TRIM TYPICAL Frf M MIM nm�>m-Im� DV vWM3 TOP S TAb' VIWW bcb TRIM _ FINIftV FM z 7 12 FYF't7Pt CROaN MOLD Svoo �L�VMON 5CAZ 1/4"-1' 41` HALF KEYSTON FYPONLCUYER %bOW2 bh TRM bcb TRIM LATTICE BEADED HARDI RAW SM bcb TRM LATTICE 1x8 RM SOARD / V FpONf �VATION SCALE: 11411- I' BEADED HARDI M-AtK SIDING YI 2 IXOTM BRICK ' BEADED 94RDI \--tTOM PLANK SIDIN5 WATER MAW FYPON DENTIi. MOLD %w BEADED HARDI PLANK SIDWs b* TRIM 24' 1 VQyT UITH bc6 TRIM NrfS; A, rtlf PUII-Off AND ALL GONTPAG7-0 _ MU- Vfi�I�Y ALL Dlt'IjffNSlONS PPIO' 7-0 PPOGEEDING W17W ANY GON,57-PUG7-/ON, P, rtlE PUILDEP AND AL.L GON7-PAG7"0P5 MUST- VfPlff GOI" 1PLIANGff W/rtl ALL LOCAL ANO 57"ti7-,E PUIL.DING GODES IN rtlf APIA WttjffP'f rtlff PLAL-DIN l5 7-0 OE POILr G, ALL Of/i175 AND tlfADfP5 MUST- Of 5IZED OY rtlf I'UILD)fP, D, ALL 7 -17U55 DjE5/GN5 I"IUSr Pf V5PIFIFD PY rtl,E PU/LDEP, f, AL -1- WAL-L.5 APE 10' 1 1/8" (JNLf55 07-tlfPW15f NOT-)fD, l"IU57- PUN T-0 )51Or7"OPI Or P00r DECK, G, WINDOW 5/Z,ff5 7-0 Of DfrfPMIN,ED ICY PUll-Off, �IGN1' SlM 5C&1 : ►/ 4"-V 24' 1 VW WITH b* TR)r4 WT S1b� 5CAX: ►/h" -I' r 8 N07"jff5, A 7 E ICU L -Off ANO ALL GONrPAG7-oP5 MU -'57- VtfPlfY AL -L- OMN5/0N5 PP/OP 7"0 PPOGEE INC -2 W17W ANY GON57"PUG7-I0N, 13, T)I E PU//-OfP AND ALL GONr PAG7r0P5 I" IU57" VfPlff GOI" PUANGC W17W ALL LOCAL- ANO '57-A7`jff ,i' UILDINC-) GORES IN 7"ftf APfA WtlfPE 7 -/If PUILDING) l5 7-0 Pf PUIL.7" G, r"ri-L pAl''I5 t4,IVT' fjE1A1�>fp_15 MU57- ref SiZ D PY 7W,E PUIL.Dff, MU -'57- PE VfPirljffD PY 7-/Ijf PUiLDff, f, ALL WALLS APIE /0'/ //8" UNLf55 07"11,EkVV/5jE N07TO, 5/8" fWf P117TO D 'YWtfLL I"IU57" PUN 7-01 07-7-0/1 O)P: K'00r DfGK, G, WINDOW 5/Zf5 7"013f OfrEPI" IINED PY t�>UILDff, f W'S7" fL00P 5GAL 8 7 r ..� , N0r,5; A, rrlr t��U^1L1.ff ANO AL-1- MOP LLMOP r0 PP, OGEEPING WITtl ANY GONS7-K'UG7`1ON, P, 7-flf PUIL-OrP ANID ALL GON-PAGr0P5 MU -'57- VfPlff GOl" PI-IANGf WITtfi ALL LOGAL- ANIS SrA7T PUI GING GOlDffS IN 7"tlf APIA WrtjffPf rtlf PUILUING 15 7-0 Pf t3UIL7- G, ALL PfAl" l5 ANO tif/DEP5 MUSr Pf 51,7f L) PY rtlf PUIL.Off, 0, ALL rPU55 MU57- Pf VfPIFAM PY rtlf PUIUDiff, iff, ALL WALLS APE l0' l l/8" UNLj55 07`tljffPW15f N07TO, r'55/8 " rlPf eAr,Er,) C,)R'YWALL MLJ-'57- PUN 7-0 P07-7-0/1 0>" P00r rI)IEGK, G, WINNOW 5/ZF5 7-0 Af Ufr p17/NrU PY gull -off, �a a W-5' W-1' FOUNPA110N Jckr: 1/411 s P -O" SCALE.- 114 CALE.1/4 Sheet Of � NOT -f5,, A 7rW E PUILDff AND ALL GONrPAG7-oP517U-'57- VjffPl)' Y AI -L- O I EIVSIONS PPIOP 7^0 PPOG�,EDIN(5 WIT)l ANY CON'57-PUGT"ION, 13, 7"t E 13UUDff ANO ALL GON7`PAC7-OP-'5 "IU57" VfPlt=Y GOI IPI-IAIVG)ff W1771 ALL LOGAL AND 57rA7"jff tkJ11-DING GODfS IN T"ttf APjffA Wt fPE 7"tlff 13UIL.DING l-'5 7"0 t3,EPUILT G, ALL OjffAmS AND fljffADE 5 IIU-'57- Of -'51M) OY 7`tfi,E OU1LDff, D, ALL 7 PLJ!! 5 Djff.S/C-7NS MU -'57- I3f VffIPIYD OY 7Yt-Ijff BUIL-DEP, 1E, ALL WALLS Apr l0' l I/8" UNLf55 07"t l,EPW/5f NOT fD, r, 5/8" I=lPf P117-fD DiMALL I" IU57" PUN 7"0 007 -7 -OM of= Poor DJEGK, G, WINDOW SIZES 7"0 Of D, --rlEp 71NfD OY OLIILDfp, PA5MW 5c&r: 1/ h" - I ' -0" AMA, 12-72 5a ft 1