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HomeMy WebLinkAbout06010026.7a' �' • /� TOP OFF i2n PIP': 86�.: JUraD: 370.4 NOTE: ALL U11UTY LINES SHOWN SHALL BE INSTALLED AS PART l TOP Or 17' PIPE 8G,7 7 r F• - P 1.' :.' / NOTE ALL MASS GRADING SHALL BE PERFORMED AS PART OF Pt BUILDING AND PARKING AREA OUTSIDE OF PHASE I SHALL BE FIN ::. ;... �•: •.;�. �- :� � �..: TO PROVIDE POSITIVE DRAINAGE AND TEMPORARY SEEDED. PARK MEADOWS 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. // s ' ` °`''1��. -• �� - // "'\~ 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ' / / 1 :. �.•a n . x�F' -,' /�' y'� X - .. /J v I JI '-' J h,y J VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE 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 •;; ` / \ c / ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE ,;,' " „�, / \ r / PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 145 } Ll1kil -1 -�C) ACCESS 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, RI;VT OF/W �` LINE INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. / 4 NNINGTUNDER SANITARY BACKFILLEDEWITHES ` y / U GRANULAR MATERIAL. / 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY d / r'f /+ X0..3 / COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED f � PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4" THICK. 0. __ / �, # �, ej� �• � EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK \ r /-e ' o \ f�'j �', ?r �g�2.p0 \ o� INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. �0 y � 7 �� v d /.. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN \ / EXPANSION JOINTS CONTRACTION JOINTS AND ' _ t. \ ' ! 8� z50 •, .Y'' 7taI b' " - `• �`y oQ4, ,/ / PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A Y" CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO \ / p ` gpy�eRF`IOF� o 00 �v `, '\� e �`' \ / • CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. \ \ � � '9K � ^`�',.. ti hV J . •`i %2 1 ,. � ,.� � / � 'ct�Sl.tik ' .a '_ \ �•3� �.. % `� °' ,��' �`� o o F , w 'p0' 720 ! �, r. ,�,.8.,' r - •, 't..t'�• r4 sj 8 >j ,� o O/ / ,;" 9. ALL CONSTRUCTION ACI1VITY ON THIS SITE TO BE ' \ 8 ..,,� - {�•� �,� ��. ry Q /' � ' PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY, V. el -- - I / �"B " ,3 \ • {''� / 8� r,� 8� C DE ; `,'' j 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. DIREN %' i' % ��� ii'' 4a% i' i` % 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE 19 7.4 e ;! ' %� ' CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES 8q g p ® V /8• i`�, / off' / 1 %' / % ,s•`' 'ZI 9 .qj D. Cp T � ej7 qs +• �- e ._ ; , / j; , ; ,, INTERCEPTED TO BE PERPETUATED INTO STORM SEWER c� / SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN mot` o, r • F I I a I �o j' / / , r/j i'' % �J WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7oa f a ® 8�p 'ti,. / �Sq y,/ 8j7 ° ai - 8�2p - ♦ ` / ; i, ��f��/ � :'• F� • / l�, j 4,0,c 9z, : / / fi 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 RCp �, CR of i j j J i'' l OF RO �' ' ' ' ,� PERCENT OF THE MAXIMUM DRY DENSITY (AS1M D- 1557). 9J� BSI° S �' ' 14. ALL PROPOSED GRADES DEPICTED WITHIN PAVED AREAS ARE 8 R <0 o q 6 `� ' ' / f ° N ; r / TO REPRESENT THE PAVEMENT GRADE. THE TOP OF CURB / ° f Tz• o A' �`� �1,; ,Ii' jQ ; / IS TO BE 0.5 FEET HIGHER UNLESS OTHERWISE NOTED. ' 8�p 6X? 15. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE 2q; cR .. LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (27.) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. / - 03 39 N. / 2 q� 0 8%j T ej ?Sp �j w4 / I / i` / 16. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1: 50 (2%). d / f ��J' / / �82r� 8�2.g0 y0 ♦ ,`o�' /'` �.. r "! � � /• r' i i'` ' � �\' f'-•• '2 � ,/ � °6 ', � 69rC �2. R / qk 8 2p I 4, �/^ e� /Ga �5 • / fi F R `� Ss ;, f 12q .^�o cJ �FV( 8)j0 8jp JG / 'j �.i` %,'� j;iii/'E;`.Fd / � �� �--�.��0'`� � � ,�•. �`b o / � 'moo/ ,�t� ` %,�j •' • ' r,• f 0 P / <;: / O \''\ �� ^ti,°, 8j1 sj I 711 _} �' Io /` d "; j %j, 'ri'•i'•% ,; .�.�'C / .. I�� / / ` j' /'I i' ;' •''' %' Q�0 / /! DNR BM HAM 62 1989 / V • X22 CR �/ 3 / o r i ! PQ / / IN HAMILTON COUNTY, CARMEL QUADRANGLE, SECTION 27, T18N, R3E, LOCATED AT THE WEST 131ST / Q % ' ;'' /` j / / e/ �!7 0 / � • - , / /; , i / STREET BRIDGE OVER WILLIAMS CREEK. SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF THE BRIDGE, 13.5 FEET NORTH OF THE CENTERLINE OF WEST 131ST STREET, 1.1 FEET SOUTHWEST FROM THE NORTHEAST END OF WANG WALL, LEVEL WITH THE ROAD WAY, A DEPARTMENT OF NATURAL ``y a X90 8p J y RESOURCES CONTROL STATION TABLET STAMPED 'HAM 62 1989' 7v ELEVATION = 8611783 (NGVD 1929) 8�Q op" ' / • / / ; l / l ;' / DNR BM HAM 60 989 8 , x ! IN HAMILTON COUNTY, CARMEL QUADRANGLE, SOUTHWEST 1/4 SECTION 23, T18N, R3E, LOCATED AT 8 ?0 p /; l �l ' / l / l / % THE WEST 136TH BRIDGE OVER WILLIAMS CREEK. SET IN THE TOP OF THE NORTHEAST CONCRETE -Cs Zp 8 `,' r WINGWALL OF THE BRIDGE. 14.4 FEET NORTH FROM THE CENTERLINE OF WEST 136TH STREET, 0.6 8j� FEET SOUTHEAST FROM THE NORTHWEST FACE OF THE WINGWALL, 0.7 FEET BELOW THE ROADWAY, A "r, / Q %j'% ! " J % DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLE STAMPED 'HAM 30 1989' 7 �, gj � � �'`! � � / ° J c�' �; r r / ;• / i' h -, ;;`/ \ , ELEVATION = 870.510 (NGVD 1929) /N esy � � v w ���'. I 1 O / �o / - ��o �;'• / ,',r'r rl � r ' r / / � '� � ' " . BEN X ON THE EAST BONNET BOLT OF HYDRANT AT THE SOUTHWEST CORNER OF 131 STREET AND PENNSYLVANIA STREET. ELEVATION = 875.67 + PROPOSES EASTIN 11L PER / DEZENiION -�. +�!F'fII li /�• !' AVAI LE 'ECORD . ri r NP, pEV� 863.54 rl ! `%' l9 + DRA NGS top YR °BE11•= 866,35 �= i {; r; ' ___ r = l ? ; / +J; / / /f, %' s �F >�rCO << /NS v O STORM STRUCTURE SCHEDULE: (NOTE: TOP OF CASTING = TOP OF CURB FOR CURB INLET) EMERGENCY SPILLWAY ;1µi / INV.= 867.0 701 D z31` TI' UNCEftTAI11 INV. ; (/ r III), Y USHEl1) INV. 867.8 i -_ r'' :.L - -- " -� � - __ - Q i. ��•, � �..�` r�r� - =" V..I +..�: 3- - -_ - - _ �i`i�i i l,t,: -` �i. �. -1-i ORE 3,0' _ 30" o - S CASING PIPE ® w zn WIT u �`'. Q ¢ _ R„ -- __ - ..W -^-__ __.. -_ -_� -- ...m. -l�_ ' -_ - -- T` -.�.. h.' ' ;Y�•���{ri.- -'W .l \ n� _-- --'-- _ -__ - - - ^- _- /i_ ^per - -__ _ iUfV - -- -- -MAN' G `� - OF PIPE - � _ - ', 57 , r. y. - _.,.moo:•..... -- �b 6 _-tiw >'- -�' =r� -- --- - --fir-' � ), `V •76 <'° _ �• - '�� ` -,M1:y. ',,� -. b:z -- REca+3- DrTeH -�- - _� -- --- E�-�- c �_ -_ __ ____ �, / - 1S.aa �^ - - - r �8 °DRAIN Tti jJf �^ _ _ - f.. I I a. '17 i f - - STRUCTURE " �+ k ! ,• Dn7r STC,Rk# idAlt 1i F �, ,. L I I I 11 w 4, 7 ! • ELECTIS.0 MANHOLE 1 I 1 li � ;,;:r' &;'C �S; TC= s 15 1?LLED r� TH WAT:�t '� I I i i t! --.- -- a 4''' R , 1 ` TC = a6G.32 C,1VE:, tP F:£4;ai 12' CF INV. = E62 N 2't EELc u THE RIM I ' 1 1 fi;. .9d 42 RC INl'. _- ti &3.i:3(Nr 12' (' iPIV. =863. S a .r,l I r j % I ! S) � A 94 l 15' RCP II-I� .= 3621 J,E) 1?' RCP iNV- = 863. VI ; I __ _ O() "i'.;I� /j 20` `k'ATL72U1;F �t10WtN F PI.QTrS !' JrI Ilra ll HOLEY MOLEY SAYS DON'T DIG BLIND -��- '"IT'S THE LAW" TO STR•# CALL 2 WORKING DAYS BEFORE YOU DIG CASTING 1- 800 - 382 -5544 U.S. INV. D.S. INV. CALL TOLL FREE LENGTH PER INDIANA STATE LAW IS -69 -1991. ASSUMED AGAINST IT IS THE LAW TO EXCAVATE NORTH 712 WITHOUT G THE UNDERGROUND SCALE: 1 » LOCATION SERVICE TWO (2) WORKING =--50 DAYS BEFORE COMMENCING WORK. 864.50 864.30 24' --- - --a- -- ----- Existing Storm Sewer - --®-- -- New Storm Sewer 713 Storm Structure Number ------ - - - - -- Subsurface Drain (ssD) 867.12 Existing Sanitary Sewer 1 15" New Sanitary Sewer RCP (Laterals are shown for reference only 713 See Sanitary Plan & Profiles for Locations) 00o Sanitary Structure Number - 033 --- -- Existing Contour 00OX Existing Elevation 000.00 Proposed Finish Grades IL Doo.00 Swale Grade ..< Swale Flowline(f) R -3286 Flow Arrow - - - - - - Utility & Drainage Esmt. 24' Building Setback Line - - w - Existing Water Main w w - New Water Main A Existing Fire Hydrant 870.62 New Fire Hydrant 867.17 Existing Water Valve N New Water Valve G New Gas Main E New Electric Line T New Telephone Line 867.17 Existing Utility Pole 12' Existing Trees RCP Existing Fence STR.# TO STR•# STRUCTURE TYPE CASTING TOP OF CASTING U.S. INV. D.S. INV. DIA. LENGTH TYPE NOTES 718 712 ES - - - -- N/A 864.50 864.30 24' 85' RCP END SEC. WITH RIP -RAP R'QD. 714 713 A R -3472 870.32 867.12 866.51 1 15" 153' RCP 713 712 E R -3472 870.30 866.26 865.71 18" 121' RCP c� 712 711 E R -3286 870.30 864.30 863.88 24' 172' RCP 717 716 A R -3286 870.62 867.42 867.17 12" 1 25' RCP 716 715 A R -3286 870.62 867.17 866.95 12' 74' RCP 715 711 E R -3472 869.69 866.70 865.67 15" 121' RCP 711 710 48" MH R -3286 870.83 863,88 863.50 24' 144' RCP END SEC. R'QD. 707 706 A R -3286 870.62 867,42 867.17 12" 25' RCP 706 705 A R -3286 870.62 867.17 866.95 12" 74' RCP 705 704 E R -3472 869.60 866.70 865.92 15' 92' RCP 708 704 A R -3472 870.60 867.40 866.45 12" 159' RCP 704 703 48" MH R -3472 870.47 865.67 865.09 18' 96' RCP 703 702 48" MH R -3472 870.94 865.09 863.57 18' 179' RCP END SEC. WITH RIP -RAP R'QD. 701 700 ES ----- N/A 863.50 862.23 18' 124' RCP END SEC. WITH RIP -RAP R'QD. 700 EX727 48" MH R- 1792 -EG 865.25 862.23 862.15 24' 37' RCP 720 719 48" MH R- 1792 -EG 869.50 864.76# 864.50 18" 26' RCP END SEC. WITH R'QD. I i 722 721 48" MH R- 1792 -EG 867.90 864.00# 863.50 24' 169' RCP RIP-RAP SEC R'QD. ' MATCH EXISTING UPSTREAM CULVERT. NOTIFY ENGINEER OF ACTUAL GRADE AT CONNECTION POINT. &i z 0 s W 0 No * � PE19500260 ) STATE OF !� DATE j THIS DRAWING AND THE I CEAT/D'19GNS 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) Schneider 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 Landscape Architecture Transportation Engineering DATE: 09/03/02 PROJECT NO.: 3357.003 DRAWN BrY,1�m CHECKED C\2 J ^z t, SHEET TITLE: GRADINGT�7& i tDRAINAGE rY LO XREF: S: \3k \3882 \001 \dw9s \O0Ibs.dwg XREF: S: \3k \3357 \003 \dwgs \003bs - rev.dwg XREF: S: \3k \3357 \003 \dwgs \Titlel.dwg XREF: S: \3k \3357 \003 \dwgs \3357002c.dwg Q W C\2 O O O � 1n p'r-1 c� co a> LO C\2 O DATE: 09/03/02 PROJECT NO.: 3357.003 DRAWN BrY,1�m CHECKED tU J ^z t, SHEET TITLE: GRADINGT�7& i tDRAINAGE rY DRAWING FILES: S: \3k \3357 \003 \dwgs \C103.dwg XREF: S: \3k \3882 \001 \dw9s \O0Ibs.dwg XREF: S: \3k \3357 \003 \dwgs \003bs - rev.dwg XREF: S: \3k \3357 \003 \dwgs \Titlel.dwg XREF: S: \3k \3357 \003 \dwgs \3357002c.dwg SHEET NO.: (C 1000-3:::11