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Home My WebLink AboutExpansion Plans - WITHDRAWNCONSTRUCTION FOR CLARIAN NORTH NORTH PLANS 116th STREET & CARMEL, M DICAL XPANSION C MERIDIAN STREET INDIANA NT R PROJECT LOCATION _ _ TIPTON COUNTY HANCOCK COUNTY I1 SPRINO LAKE ESTATES LOCATION 122nd STREET LOCATI ON M AP NOT TO SCALE PLANS PREPARED FOR: CLARIAN HEALTH 1-65 at 21st. STREET INDIANAPOLIS INDIANA PLANS PREPARED BY: AMERICAN CONSULTING, INC. Architects 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256-3917 Engineet~ (317) 547-5580 FAX: (31'0 543-0270 CoCyHqht (C) 1966-2004 by AmerZcor~ Consuli~g. Inc. VICINITY MAP NOT TO SCALE .. , JAMIE POCZEKAY, P.E. 'SHEET C0.0 PROJECT LOCATION TIPTON COUNTY ~....~- LOCATION MAP NOT TO ~3C^LE Utility Companies Andy Kern / Jay W. Alley Clay Twp. Regional Waste District 10701 North College Ave, Suite A Indianapolis, IN 46280-1098 Dean Groves Cinergy 1441 South Guilford Road Carmel, IN 46032 Chuck Shupperd/Mary Shultz Indiana Gas Company P.O. Box 1700 Noblesville, IN 46060 Jeff Rice SBC Ameritech 5858 Nodh College Avenue Indianapolis, IN 46220 Pam Waggoner Indianapolis Water Company P.O. Box 1220 Indianapolis, IN 46206 Paul Pace Carmel City Utilities 130 First Avenue SW Carmel, IN 46032 Jeff Farmer Time Warner Cable 3030 Roosevelt Avenue Indianapolis, IN 46218 Kate Weese Dept. of Engineering One Civic Square Carmel, IN 46032 Kurt Wanniger Hamilton County Surveyor Office One Hamilton Square, Suite 146 Hamilton Co, Judicial Center Noblesville, IN 46060 HI<S HKS INC. (Ronald I_ Skaggs) Project Number 7867.000 1919 McKinney Avenue Dallas, TX 75201-1753 Clarian Health Clarian North Medical Center Carmel, Indiana North Expansion ARCHITECTURAL DESIGN, LANDSCAPING, LIGHTING & SIGNAGE DEVELOPMENT PLAN SUBMITTAL - 16 APRIL 2004 i 116th STREET C0.O TITLE SHEET C0.1 INDEX SHEET C1.1 EXISTING TOPOGRAPHY C2.1 OVERALL SITE PLAN C2.2 SITE PLAN C2.3 SITE PLAN C3.1 OVERALL GRADING / DRAINAGE PLAN C3.2 GRADING / DRAINAGE PLAN C3.3 GRADING / DRAINAGE PLAN C4.1 UTILITY PLAN C5.1 SITE DETAILS C5.2 SITE DETAILS C5.3 SITE DETAILS C5.4 SiTE DETAILS C6.1 .EROSIONCONTROLPLAN C6.1 EROSIONCONTROLNOTES AND SPECIFICATIONS C6.1 EROSIONCONTROLDETAILS Architectural VICINITY MAP NOT 'lC SCAhE ON-SITE LOCATION NOT TO SCALE Landscape Lighting SHEET C0.1 FILE ~t IN2003.0833.075.C00. INOEX.ADL5 CAUTION ~ THE LOCATIONS OF ALL EXISTING UNDERGRO~JND UTILITIES SHOWN ON THIS PLAN ARE BAS[D UPON ABOV[ GROUND EVIDENCE ( including, but not limited to, monholes, inlets, ~alves, and marks mode upon the geound by other~ ) ANO ARE SPECULATIVE IN NAfURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR ~IICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNOEROROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL T~.L FR~E - INDIANA UNDERGROUND - o' loo' 200' SCALE: 1"=100' ~xistin§ ToPOqraphv Legen_cl_ guard post · sign t----- guy wire mailbox ~ transformer ~ utility pole (~) electric monhole / power pole z:~ light pole (~ telephone manhole ~ telephone pedestol ~ television pedestal .(~traffic pole {~)water meter '~'water hydrant 1~Iwater valve (~)water manhole I~ gas valve -,-,- post BENCH INFORMATION HAM 64 1989 ELEV - 834.667 BRONZE DISK SET IN SW WlNGWALL OF BRIDGE OVER WILLIAMS CREEK, APPROX. 20'± S. OF~. 116th STREET. TBM ~BO RALLROAD SPIKE IN WEST SIDE POWER POLE JH_9105 B, 23'± EAST OF~. SPRING MILL ROAD ANO 2S0':1: SOUTH OF~. 116th STREET. TBM #30 ELEV - 853.28 A CHISELED 'X' IN N.W. BOLT OF TRAFFIC POLE BASE AT N.W. CORNER 116th STREET AND U.S. 51. ~ [LEV - 858.80 RAILROAD SPIKE IN SOUTH SlOE COMBINATION POLE, W~F SOUTH BOUND U.S. 31 AND BY THE S.E. PROPERTY CORNER RITZ CHARLES RESTAURANT. TBM #32 ELEV - 861.10 A CHISELED 'X' IN S.W. BOLT FIRE HYDRANT FLANGE ON EAST SIDE SPRING MILL ROAD AND 120'± SOUTH OF MALLARD COURT. TBM ~33 ELEV - 859.81 RAILROAD SPIKE IN WEST SIDE COMBINATION POLE, 20°~. EAST OF ~. SPRING MILL ROAD AND 600'± NORTH OFCE 116th STREET. ADJACENT OWNER TABLE - SPRING LAKE ESTATES LOT 2917-1B-35-01-02-02~-000 O~ld O. E~ttomgl~ LOT ,.~ 17-19-35-01-02-0`1~-~)0 Timothy & T~my LOT 3117-19-35-01-02-031-000 Randoll &Jon Mill~' LOT $217-1g-35-01-02-052-000 KwangSeuk ,Ir, Soonhee Oh LOT .I.,t 17-1g-35-01-02-055-000 Kail~'yn S[etlee LOT ~.17-19-.,t5-01-02-0`14-000 Lo~nie Nefouse LOT `15 17-19-55-01-02-0.15-000 T~o~ & Donno Nesbit LOT .,~ 17-19-35-01-02-058-000 RPB Custem Hemes, Inc. LOT .17 17-19-.15-01-02-0.17-000 Donald D. Bottamille~ LOT 5817-19-.15-01-02-058-000 Donold D. Bottamille~ ,' ............... :. ...: ...................... i," ./ / // ..... : ',. i . ~.. · ; , ~ :, ~.< . ' ~, .............. - ............ --..~ ..... - .. .;,~ ,-.., ., ,. , / ........... .: ..>~> .......... '~: ........ i .' ".,-' :' "':' ';' ......... '" ....... " :' ' ...... " ...-.: ........ ' ! : ',, ............. ' .......................... ... ........ ......... ' i ...... :. '~ . ",, -:X NORTHLAND REALTY CORPORATION WARRANTY DEED '"".. D:R. 263, PAGE 349 ", / / . .. / ............ . ........ : ........ .............. ................. ' ' / / .w / -" ............ ..... :..: .~, ./ ........ .- .,., .: .......... ~../ ./' ,, .,' _ , · .... :: ...,r..-::iF..:::'7:.:.'-:.....-:._ .... /_ .................. / CERTIFIEB BY ,~'o m'.j JL. I G NO. J ~N2003-OB33"J SHEETNO. C1.1 PARKING DATA PARKING REQUIRED MEDICAL OFFICE BUILDING - 250 SPACES J SQ. FT. HOSPITAL - 1 SPACE J BED + 1 SPACE / EMPLOYEE MEDICAL OFFICE BUILDING - 157,285 G.S.F. ! 250 HOSPITAL - 205 BEDS + 720 EMPLOYEES TOTAL REQUIRED SPACES - 529 + 925 PROVIDED SPACES g' x 20' 10' x 18' TOTAL PROVIDED HANDICAP SPACES PROVIDED 8' x 20" Van Accessible 8' x 18' Van Ac. cessible TOTAL PROVIDED TOTAL PARKING PROVIDED GENERAL SITE NOTES 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2.ALL PARKING STRIPES ARE TO BE 4' PAINTE0, (WI-lITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED, (BLUE). ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5.ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF 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 THE ENGINEER ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. A MINIMUM OF 4' OF TOPSOIL REPLACEMENT SHALL BE USED THROUGHOUT THE SITE. TOPSOIL SHALL BE REPLACED TO NORMAL POOL ELEVATION OF THE PONDS. 9.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS, ALL AREAS CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS 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 INDICATEO TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN ,5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 15, CHAMFER ENOS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ~LL SIDEWAI. KS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF ¥4'/FT. & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. ~1TE LEGEND MONOLITHIC CONCRETE CURB COMBINED CURB AND WALK CONCRETE SIDEWALK ( see Londscope Plan ) RETAINING WALL HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT ~ R/W ASPHALT PAVEMENT ~ LIGHT DUTY ASPHALT PAVEMENT STOP SIGN 24' STOP BAR, WHITE, THERMOPLASTIC ADA RAMP TYPE 'RS' ( see Landscape Plan ) ADA RAMP TYPE 'R6' ( see Londsc~pe Plon ) ADA PARKING SIGN (VAN ACCESSIBLE '//HERE NOTED) COLORED CONCRETE~ ( cotof by Landscape Architect ) PAINTED CROSSWALK ( §' WIDE ) CONCRETE WHEEL STOPS 4' SOLID WHITE LINE, THERMOPLASTIC 4' ~I[LLOW CROSS HATCHING, THERMO PLASTIC 4' DOLIBLE YELLOW LINE, THERMO PLASTIC SCALE: 1'=200' 200' ! PROPgsED PROPOSED ILLINOIS STREET NORTH EXPANSION AREA r~, ~ n ~;inllll!llnlill!ll~ i mm i i i i i mmm i i mmm I I mm I I U.S. 31 ($OU~HI)QI)II~=LANES) U.S. ,,tl (~kt,~NO LANES) CERTIFIED BY IO^TE: J o,l:BIO. J DRAWN BY:[ JCSl ~ -o. l'N2003-OB3L1 RL"~SIONS SHEET C2.1 I N 2002.0920~3.C21.OVL. SP J PROPOSED SICNAGE ( SEE PLANS ) E PLAN PAVEMENT ELEVATION SIDEWALK ELEVATION - \ L 4.5'R TYP ELEVATION SIDEWALK ELEVATION L 4.5'R TYP CANCER CENTER CENTRAL PLANT · -\ TYP 30'R L ILLINOIS STREET ~ MERIDIAN STREET KEY MAPi~ 0' ,:30' 6o' SCALE: 1'=30' ~ITE LEGEND MONOLITHIC CONCRETE CURB COMBINED CURB AND WALK CONCRETE SIDEWALK ( see Landscape Plan ) RETAINING WALL HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT ~ LIGHT DUTY ASPHALT PAVEMENT STOP SIGN 24" STOP BAR, WHITE, THERMOPLASTIC AOA RAMP TYPE 'RS' ( see Londscope Plon ) ADA RAMP TYPE 'R6' ( see Londscape Plon ) ADA PARKING SIGN (VAN ACCESSIBLE WHERE NOTED) COLORED CONCRETE ( color by Landscape Architect ) PAINTED CROSSWALK ( 5' WIDE ) CONCRETE WHEEL STOPS 4' SOLID WHITE LINE, THERMOPLASTIC 4' YELLOW CROSS HATCHING, THERMO PLASTIC 4' DOUBLE YELLOW LINE, THERMO PLASTIC NOTE: 1. DNL. FSS INDICATED OTHERWI.SE.,~A_C.E OF CURB RADII Tr~ RE §' 2. UNLESS INDICATED OTHERWISE, ALL PAVEMENT TO BE LIGHT DUTY PAVEMENT. GENERAL SITE NOTES 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL PARKING STRIPES ARE TO BE 4' PAINTED, (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4' PAINTED, (BLUE). ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4,ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. .5, ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF 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 THE ENGINEER ENGINEER IMMEDIATELY. 7.PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. B.ALL EXCAvATEO AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4' OF TOP SOIL. A MINIMUM OF 4' OF TOPSOIL REPLACEMENT SHALL BE USED THROUGHOUT THE SITE. TOPSOIL SHALL BE REPLACED TO NORMAL POOL ELEVATION OF THE PONDS. 9.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS, ALL AREAS CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALEO WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES wITHIN .5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT ANO WORKMANSHIP. 1.3. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 1.5. ~LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF Y4'/FT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INOICATED NEW PAVEMENT TO JOIN EXISTING. CERTIFIED BY SHEET NO. C2.2 OF l N 2002.0920.073.C22'C23.SP PROPOSED SIGNAGE ( SEE SlGNACE PLANS ) I SCALE: 1"= 313~ MERIDIAN STREET W W W W v SPACE WALKING PATH ( SEE LANDSCAPE PLANS ii!! SPACES g' ~81' SITE LEGEND MONOLITHIC CONCRETE CURB COMBINED CURB AND WALK CONCRETE SIOEWALK ( se~ Landscape Plan ) RETAINING WALL HEAVY DUTY CONCRETE PAVEMENT .EAVY0uTY ASPHALT PAVEMENT ~ LIGHT DUTY ASPHALT PAVEMENT STOP SIGN 24' STOP BAR: WHITE, THERMOPLASTIC ADA RAMP TYPE 'RS' ( s~e Landscape Plan ) ADA RAMP TYPE 'R6' ( ~ Landscape Plan ) ADA PARKING SIGN (VAN ACCESSIBLE WHERE NOTED) COLORED CONCRETE ( color by Landscape Archltect ) PAINTED CROSSWALK ( 6' WIDE ) CONCRETE WHEEL STOPS 4* SOLID WHITE LINE, THERMOPLASTIC 4' YELLOW CROSS HATCHING, THERMO PLASTIC 4' DOUBLE.YELLOW LINE, THERMO PLASTIC NOTE: t. UNLESS INDICATED OTHERWISE, FACE OF CURB RADII TO BE 5' 2. UNLESS INDICATED OTHERWISE, ALL PAVEMENT TO BE LIGHT DUTY PAVEMENT. CAUTION I! THE LOCATIONS OF ALL EXISTING UNOERGROUNO UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, vcdves, end m~k$ mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE 15 NO ABOVE GROUND EVIDENCE; OR FOR WHICH NO ABOVE GROUND £VlOENCE WAS OBSERVED. THE EXACT LOCATIONS O~ SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-582-5544 CALL TOLL FREE - INDIANA UNDERGROUND - GENERAL SITE NOTES 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2.ALL PARKING STRIPES ARE TO BE 4' PAINTED, (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4' PAINTED, (BLUE). 5.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4.ALL OIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL. WHERE APPLICABLE. 5.ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES. PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF 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 THE ENGINEER ENGINEER IMMEDIATELY. 7.PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRAOING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4' OF TOP SOIL. A MINIMUM OF 4' OF TOPSOIL REPLACEMENT SHALL BE USED THROUGHOUT THE SITE. TOPSOIL SHALL BE REPLACED TO NORMAL POOL ELEVATION OF THE PONDS. 9.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONOITIONS, ALL AREAS CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAblACED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS 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 EXISTIND ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT ANO WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING OIMENSIONS. 15. ALL SIOEWALKS SHALL COMPLY WITH A.D.A. STANDAR0S, MAX. CROSS SLOPE OF '&"/FT. & MAX. SLOPE OF 1:20. 16, EXISTING PAVEMENT TO BE SA~UT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. R TIFIED BY REVISIONS SHEET NO. C2.3 OF IN 2002.092~}73.C 22-C23.SP THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not I~mited to, mo~holes, inlets, wives, ond morks mode upon the ~round by others ) AN0 ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNOERCROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND £VIDENCE WAS 0~SERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL C0NSIRUCTION. 1-800-382-5544 · CALL TOLL FREI[ - INDIANA UNDERGROUND - ./ -. BENCH INFORMATION H M...~_.~..~5_~ [LEV- 834,667 BRONZE DISK SET IN SW WINGWALL OF BRIOGE OVER WILLIAMS CREEK. APPROX. 20':1: S. OF[ 116th STREET. 'IBM _tt80 ELEV- 852.64 RALLROAO SPIKE IN WEST SIOE POWER POLE J~1_9105 B, 23'i EAST OF~. SPRING MILL ROAD AND 250'± SOUTH OF~ 116th STREET. _'I'BM #30 E_LEV - 853~28 A CHISELED 'X' IN N.W. BOLT OF TRAFFIC POLE BASE AT N.W, CORNER 115th STREET AND U.S. 31. mM #`31 ELEV- 858.80 RAILROAD SPIKE IN SOUTH SIDE COMBINATION POLE, Wl OF SOUTH BOUND U.S. `3:31 AND BY THE S.E. PROPERTY CORNER RITZ CHARLES RESTAURANT. 'rBM ~52 ELEV- 861.10 A CHISELED 'X' IN S.W. BOLT FIRE HYDRANT FLANGE ON EAST SIDE SPRING MILL ROAD AND 120':1: SOUTH OF MALLARD COURT. TBM #3`3 ELEV- 859.81 RAILROAD SPIKE IN WEST SIOE COMBINATION POLE, 20':1: EAST OF ~. SPRING MILL ROAD AND 600':t: NORTH OF~. 116th STREET. GE___NERAL GRADING NOTES 1.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 7.AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WtTH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE 2.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY HAVE BEEN INSTALLED. UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE 8.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER RESPONSIBLE FOR ALL FIELD 01MENSIONS. IF ANY DISCREPANCIES ARE FOUND INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY. IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR 'BIRD BATH' CONDITIONS. SHALL NOTIFY THE ENGINEER IMMEDIATELY. 9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Iocotion, size ond depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN § FEET OF PAVEMENT. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS. 12, INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE ENO SECTION. 1.3. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 100' 200' SCALE: 1'=1OO' EXISTING TOPOGRAPHY LEGEND PROPOSED GRADING LEGEND · guord post *~ troffic pole M.E. MATCH EXISTING sign (~ woter meter EP EDGE OF PAVEMENT ~-- guy wire '~' water hydrant BC BOTTOM OF CURB mailbox tronsformer ~ water valve TC TOP OF CURB -~-utility pole (~ water manhole (~)electric manhole ~ gas valve ~-[~ CONTOURS ~ post i power pale FLOW LINE ~ light pole iTc ooo.ooL (~)telephone manhole iBC O00.OOJ-'~ CURB ELEVATIONS ~ telephone pedestol ~ television pedestal ~ SPOT ELEVATIONS ~ EMERGENCY FLOW ROUTE .f' /-' ./ //; .*'/'/ ,L*' / ./ / / ,,/ ./ ! ./ ./"--,,... / ¢'-,,, / / ,. ./ CERTIFIED BY DRAWN aY:[ JCS~ CHK'D BY: J Jt_p JOe NO. )~N~OO`3-OS~`3 RE ONS . SHEET NO. C3.1 I N 2002,.0920.073.C31.OVLG P _: S'I~RM STR. TOG = 856.20 ;'m--.-.-.-.-.-.-.~- ' .56.~-2 ,,,' / PROPOSED BUILDING ,," F'.F',E. 858.50 ,,' STR. S56.55 S~R. 143 856.5O STORM STR. j~4g TOC ~, ?> PROPOSED BUILDING F.F.E, 858.50 ~ROPOSED '... 4' PVC; UNDERDRAIN ",, TOC 4' PVC UNI ( ~-~ d~toil. ~h~t C5.2 ) ,TOEM STR. 161 ,.. x STR. A O' 50' 60' SCALE: EXISTING TOPOGRAPHY LEGEND PROPOSED GRADING LEGEND_ · guard post ~ traffic pole M.E. MATCH EXISTING sign ~ water meter EP EDGE OF PAVEMENT l---guy wire ~ water hydrantBC BOTTOM OF CURB r~ mailbox [] transformer ~ water valve TC TOP OF CURB ~ utility pole ~) water manhole (~) electric manhole ~ gas valve ~ CONTOURS ~ post n power pole FLOW LINE ]:~light pole ~ (~ telephone manhole ~ CURB ELEVATIONS -{[}- telephone pedestal ~ television pedestal ~ SPOT ELEVATIONS ~ EMERGENCY FLOW ROUTE STREET CERTIFIEO BY iLLiNOis BENCH INFORMATION ~ ELEV - 854.65Z BRONZE DISK SET IN SW WlNGWALL OF BRIDGE OVER WILLIAMS CREEK. APPROX. 20'± S. OF~_ 11§th STREET. ELEV - 852.~4 TBM ~80 RAILROAD SPIKE IN WEST SIDE POWER POLE j~1_9105 B. 23'J: EAST OF~- SPRING MILL ROAD AND 250':t: SOUTH OF~ 116th STREET. ~ ELEV - 853,28 A CHISELED 'X' IN N.W. BOLT OF TRAFFIC POLE BASE AT N.W. CORNER 116th STREET AND U.S. 51. _1'BM #,~1 ELEV - 858.80 RAILROAD SPIKE IN SOUTH SIDE COMBINATION POLE. W. OF SOUTH BOUND U.S. 51 AND BY THE S.E. PROPERTY CORNER RITZ CHARLES RESTAURANT. TBM ~32 ELEV - 861.1D A CHISELED 'X' IN S.W. BOLT FIRE HYDRANT FLANGE ON EAST SIDE SPRING MILL ROAD AND 120'± SOUTH OF MALLARD COURT. T_BM .,t3 ,.~ ~ RAILROAD SPIKE IN WEST SIDE COMBINATION POLE, 20':t: EAST OF ~. SPRING MILL ROAD AND 600'J: NORTH OF~. 116th STREET. CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE CROUNO EVIDENCE ( includino~ but not limited Io. manholes, inlets. valves, and marks mode upon the 9round by others ) AND ARE SPECULATIVE IN NA'~IRE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH ~HERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE (;ROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -BO0- 382- 5544 CALL TOU. FREE - INDIANA UNDERGROUND - SEE SHEET C3.5 FOR GRADING NOTES SHEET NO. C3.2 I N 200Z092[073.C32-C33.GP -J W W W W STORM STR. TOC ,- 855.57 STR. TOC ,. 855.65 STR. ~t110 855.90 ,, x~ ........ , ..................................... ~?SCALE: 1'=50' STORM STR.i TOG = 855. STR. 855.50 STR, TOG = 855.96 sf~. i~os TOG =. 85q. Sg STORM STR. "'", TOC = 855.59 ., , ,, ?? ~-~,, MERIDIAN STREET KEY MAP. i~ m GENERAL GRADING NOTES I.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Iocotion, size ond depth ) SHALL BE MAOE BY THE APPROPRIATE UTILITY COMPANIES. ~f~-IEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION, 6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7.AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. B.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH" CONDITIONS. 9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 15. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14.. DUE TO SiTE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. EXlSTtN_~ TOPOGRA~HY~.F._N~ · guard post sign guy wire moilbox [] Irons former utility pole electdc manhole power pole light pole telephone manhole telephone pedestal television pedestal troffic pole water meter water hydrant water valve woter monhoie COS volve post pROPOSED GR',AJ~qNG LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TO TOP OF CURB -~~~ CONTOURS FLOW LINE ~TC 000.01~'L CURB ELEVATIONS SPOT ELEVATIONS ~ EMERGENCY FLOW ROUTE CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE CROUND EVIDENCE ( ~ncludlng, bu[ not Ik'nited to, monholel, ~nlets, voive~0 ond marks mode upon the ~ound by others ) ANO 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 GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS Of' SAID EXISTING UNOERGROUNO UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY ANO ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - BENCH INFORMATION ~ ELEV- 834.667 BRONZE DISK SET tN SW WlNGWALL OF BRIDGE OVER WILLIAMS CREEK, APPROX. 20':!: S. OF~. 116th STREET. ~ ELEV - 852.64 RAILROAD SPIKE IN WEST SIDE POWER POLE ~11..9105 B, 23'+ EAST OF~. SPRING MILL ROAD AND 250'+ SOUTH OF~ 116th STREET, ~ ELEV - 853.2B A CHISELED 'X' IN N.W. BOLT OF TRAFFIC POLE BASE AT N.W. CORNER 116th STREET AND U.S..31. ~ ELEV- 858.80 RAILROAD SPIKE IN SOUTH SIDE COMBINATION POLE, W. OF SOUTH BOUND U.S. ,:31 AND BY THE S.E. PROPERTY CORNER RITZ CHARLES RESTAURANT. ~ ELEV- 861.10 A CHISELED 'X' IN S.W. BOLT FIRE HYDRANT FLANGE ON EAST SIDE SPRING MILL ROAD AND 120'J: SOUTH OF MALLARD COURT. RAILROAO SPIKE iN WEST SIDE COMBINATION POLE, 20'± EAST OF ~. SPRING MILL ROAD ANO 600':1: NORTH OF[ 116th STREET. CERTIFIED BY SHEET NO. C3.3 I N 200Z0920.073.C32-C33.G P -J S'lOl~kl STR./SI TO(:: = 855.40 SI'OR~I S11~./4g TOC- 855,6O , / NORTH EXPANSION CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limi[ed Io, rno~holes, inlets, ~:~lves, end mm'ks mode upon the ~ound by others ) AND ARE SPECuLATIVE IN NAIURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EViOENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE ,VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTiON. 1 - 800- .382- .5544 CALL TOLL FREE - INDIANA UNDERGROUND - l'~P-vC~toik a~eet C~2 ) ,STO~ ST~ ~!11 I'OC- SSS.gO \ ,, /STC)~ STR. ~no7 SCALE: 1":40' · '~. PROPOSEDUTILITY LEGENJ2 ~ 0 GAS LINE '-,, 1:' ELECTRIC LINE ~, - . T ~ TELEPHONE LINE ,. ~ ~ W -- WATER LINE "" ~ GAS METER - ~ ~,. ELECTRICAL TRANSFORMER VALVE WATER METER PIT GENERAL UTILITY NOTES ALL'WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAl AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY 01SOREPANClES ARE FOUND IN THESE PLANS FROM THE ACTUAl FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE OAMAGE. THE CONTRACTOR SHALL NOTIFY ALL UTILIT~ COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Iocotion, size ond depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER F_XlSTING UTILITIES, THE-CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBORAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. PROVIDE POSITIVE DRAINAGE WITHOUT PONDINC, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, ANO CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED, ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANOAROS. INVERTS AT PIPE OUTLETS ARE GIVEN A1 END OF PIPE END SECTION. CERTIFIED BY. REVISIONS SHEET NO. C4.1 OF I N2002,0920.073.C41.UP - PLAN., PLAN 5'-6" ,; VARIES _ ~... PAVEMENT _ SIDEWALKI SLOPE 12:1 MAX. I -1 1/2" PREFORMED JOINT FILLER j $1~CTION G-G SIDEWALK.. §'-6" ~ VARIES = =~ PAVEMENT t SLOPE 12:1 MAX. I' 1/2' PREFORMED JOINT FILLER --/' SECTION G-G ~',,..,-I~:::~' ,' ".,,' ........ f ' ' '~'"'~ '~'~'~ SECTION H-H HANDICAP RAMP TYPE "B" NOT TO SCALE PAVEMENT 5'-0" i= "~ i SIDEWALK SECTION H-H HANDICAP RAMP TYPE 'G" NOT TO SCALE SIDEWALK 2'-0' ~' ~=;' = ~i /-- BOTTOM EDGE OF RAMP I "'-"' I I / TO BE FLUSH WITH J CURB RAMPJ_l y BOTTOM OF CURB ll~. PREFORMED.~j JOINT FILLER ~;ECTION L-L SIDEWALK 6'-0' ) 5'-0' _ t 6'-0" ) SIDEWALK ~._] SECTION K-K HANDICAP RAMP TYPE "K"_ NOT TO SCALE /-- RAMP PAVEMENT / 6'-6" SIDEWALK I' / , SLOPE 12:1 MAX. SECTION B-B NOT TO SCALE [- SIDEWALK 6-CONC.---I s'-o' [--- 6' CONG. CURB 1 RAMP ,,, CURB =~-~,~I ! I'~~~ SECTION A,A NOT TO SCALE ,. COLORED CONCRETE RAMP ( See Londscope Plon ) HANDICAP RAMP TYPE "RS' NOT TO SCALE /-- RAMP PAVEMENT / 6'-6" SIOEWALK I' / , SLOPE 12:1 MAX. SECTION B-B NOT TO SCALE CURB 6'-o' (M,N.) - t SIDEWALK 5%0- (MIN.) ~ 6' CONG. / CURB 12" IlL.Iii IWIaI~ TAPE (LETTERS) ) · II PARKING [ :~,.,..-o,~o-~' II II II ~ II 12' 2 th. STEEL SIGN --II II II ~ II .os.~.~,..~.~ II II · II BLUE- ILLUMINATING Il ~ ~ ~tTE - ILLUMINATING II ~ II TAPE (BACKGROUND)IIII II ~ II IIII Il ~'~ il ~ov, o~:-~o~,~o, o~oot,,o,~ ~ II II . --OREEN-I LLUU .ATINC I~.~ii,, ;i.- :-/..) ',, TAPE (ARROW) TAPE (BORDER) ~ SECTION A-A NOT TO SCALE ~;XOREO CONCRETE RAMP ."% E (BOR{ 12 FOOTING . .~ BELOW CONCRETE WALK 4" ' VAN ACCESSIBLE ' TO BE NOTED HAN[)I(;AP RAMP TYPE "R~" HAN~)IOAP PARKING SIGN DETAIL NOT TO SCALE NOT TO SCALE SKY BLUE PAINT W/ SAND MIXED IN PAINT FOR NON-SLIP FINISH. BORDER PAINT HAN01CAP PARKING SYMBOL DETAIL NOT TO SCALE CERTIFIED BY [DRAWN BY:I . JCSl ICHK'D s¥: I JLP I I JOB NO...i I ,N2oo3-°%3 j REVISIONS SHEET NO. C5.1 I N 2002.0920.073.C51-C54.GP -J /--- TACK COAT PER NDOT SPECIFICATIONS MOST CURRENT ED T~ON NO, 11 B SURFACE NO. 53 STONE · i~" '.0 ~ · NO. 2 STONE 6' COMPACTED ~c WELL ORAINED SUBGRAOE COMPACTED TO QSX MAX. H~~ DUTY A~PHA~ DRY DENSI~ PER AS~ D-6D8 pAYMENT 5ECTI~ ~ NOT TO SCALE r~TACK COAT R NOT SPECIFICATIONS ~PE ID PRIME COAT MOST CURRENT EDITION · . -----=-~.-~--~ ' -~,~ ~ _ .-~ -~ * NO, 11B SURFACE ~~,~A~* NO. s3 STO, E 6" COMPACTED ~, wELL ORAINED SUBCRADE LIGHT DUTY PAVEM NEN__T_ COMPACTE0 TO 9SX MAX. DRY DENSITY PER ASTM 0-69B NOT TO SCALE 8" CONCRETE PAVEMENT /--- 6X6-W2.9XW2.9 W.W.F. ~---- 6' COMPACTED AGGREGATE BAS ( No. 5 or No. B STONE ) H AVY TY N R T PA M NT TI N ( TRUCK DOCK ! RAMP AREA ) NOT TO SCALE /---6" CONCRETE pAVEMENT / /-- 6X6-W2.gxw2.9 W.W,F. ~...--,;,u,. ;:..-,~..'..- .-'~,'.~' ;'~.".'~" ~,. ~-~6' COMPACTED AGGREGATE BASE LI..__GHT DUTY CONCRETE. PAVEMENT SEC TI O_)_N_ NOT TO SCALE 4' CONG. SLAB W/6x6Wl,4xWl.4 W.W.F. BROOM FINISH OR PATTERNED COLORED CONCRETE WHERE SPECIFIED. CONT. JTS. 5'-0' O.C. MAX. TOOLED CONT. JTS. 1'8' -- W, DE, MIN. 1' DEPTH --~ BLDGS., OR IMMOVABLE OB~CTS CONTR~ ~T. SPACING MAY VARY T~ 4' DRAINAGE FILL~ / COMPACTED DRAINED SUBSOIL 4" CONCRETE SIDEWALK OET~ ~ NOT TO SCALE 100___.~.'1 TOP OF CURB -'~ ,,~,~ cu.. ~°"'"~~ ,,~,~% EXPANSION ~IN~ ~RB JOINT DET~ NOT TO ~A~ IN 5/B"~ CAST HOLES PRECAST CONCRETE PARKING BARRIE_~_ -- NOT TO SCALE · ~:.112'/ 25'-0" O.C, 5'-0' O.C. 6" CONG. SLAB W/6x§ W2,9xW2.9 WWF. ~-- FINISH AND COLOR BY LANDSCAPE ARCHITECT. CONTROL JOINTS ~ 5'-0' O.C. MAX. ~ ~ ~' CONT. TOP · I J ~E WALK IN PAVEMENT DET~ NO'[ TO SCALE /OOLED CONTROL JOINT --x /-- APPLY CURING ~ WIDE, MIN. '),~ .DEPTH ~. / COMPOUND 4~ CONC. SLAB W/ ~ ~' / ..... I TOOLED BROOM FINISH X , ~ /- ,' .,,-~, US~E . '~- . ~E~T~C~T.) ' '.' . '. COMBINED CURB &: WALK DET~ NOT TO SCALE BITUMINOUS --1 -T--'-- . J TOPSOIL ~ ~" ~ SUBGRADE M_~gN O L~ oT~T )oCscC~LUER B D£TA~ CROWN CAP W/ CONG. ~ 1' ABOVE TOP OF PIPE~ ~ 6"m STD. STEEL PiPE -- ~ GALVANIZED &: PAINTED, J '. '. -.I FILLED W! CONCRETE. '-~ . w, NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6'-0' O.C. MAXIMUM SPACING ·. CTRICAL TRANSFORMERS ELECTRICAL SWITCH GEAR. AT ALL OAS METE_E~_.,~.L~ .......... n~VICE$ ~IICH ARE EXPOSED TO TRUCK MECHANICAL U_NI_T_S.A~.U, U .... ~"$X~I4A//PROVIDE A MINIMUM OF TWO (2) OR AUTOMOBILE. II, AFl'lC. CONT~- BOLLARDS AT EACH DEVICE. 6" STD. STEEL PIPE BOLLAR_O_ -- NOT TO SCALE CERTIFIED BY SHEET NO. C5.2 OF .C54.GP _J ~'~ ~ ~ ' I ' ~ ~ ~:~- d~ ~ ~{. II // UNDERDRAIN. FILER FABRIC~ ' ' ~ ' ii (~PICAL)CAP END ~ PiPE SECTION A-A ~N ~EW ' INLET IN PARKING LOT PAYMENT UNDERDRAIN DETAIL NOT TO ~ALE CURB% 4' PERFORATED P.V.C. UNOERDRAIN. SLOPE O 0.5~[ MIN. PLAN VIEW ' CURB INLET · . ~ EDOE OF PAVEMENT, CURS ..... ....... _. TO flS~ STANDARD PROCTOR DENSI~ TO TOP OF ~CH IF ~~ LESg THAN..,THIN 5' OF T~AN · 8 CRUgHED 5TONE ~ ~ PAINT, A~A TO bE AP~O~D EQUIVAL~T. ~ bACKFILLED WI~ CLEAN BEDDJN6 ~TERIAL HAND ~ ~RIAL ~AT gHALL C~TAIN TA~ED ~ WALKED INTO ~ NO ~E THAN 10" PASglN6 A P~CE TO A ~IN. OF 1~" ~ No. A~ TOP OF PIPE ~ND Sc= OU~I~ DIAMETER OF PIPE D- INSIDE OIAMETER OF PIPE ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12' BA~NCED LIFTS. A MINIMUM 9' OF ~EARANCE SHALL BE PROVIDED ON ~CH SIDE OF ~E INSTALLED PIPE. POLYETHYLENE PIPE ( N-12 ) ~IEOOINQ DETAIL NOT TO SCALE i_5' _1 /~ MIN. 6' TOPSOIL V - / TO ENSURE GRASS / GROWTH IF NOT UNDER PAVEMENT CURB, GUTTER OR ' ~i~X'q '~:' '~? SIMILAR STRUCTURE RI~T-Or-WA~ ~q~ IN. 12" IF Wt~IN 5' Or EDGE OF ~ I . IF NOT WITHIN PA~ENT, USE 'B' BORROW OR ~ EDgE OF PA~ENT: EQUIV. GRANULAR ~ATERIAL ~ USE "B' BORROW COMPACTED TO 9~ STANDARD STANDARD PROCTOR PROCTOR DENSI~ FOR ENTIRE 6 B~ OENSI~ TO lJ6 OF TRENCH BACKFILL REGU~R BACKFILL TO TOP OF TRENCH, LEGENO NOTE[ Sc= OUTSIDE DIAMETER ALL INITIAL BACKFILL SHALL D= INSIDE DIAME~R BE INSTALLED IN 6' TO 12' d=DEPTH OF BEDDING BALANCED LIFTS. MATERIAL BELOW PIPE A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. DEPTH OF BEOOING MATERIAL BELOW PIPE D d (M~N) 27' & SMALLER ~ ...... .30' TO 60' 4 66' & LARGER 6 REINFORCED CONCRE~ PiPE (RCP) BEDDING DETAIL NOT TO SCALE ti AGGREGATE FOR UNDERDRAINS. I .... . PERFORATED PIPE DETAIL NOT TO SCALE NOTES: 1. GROUP 'K" PIPE SHALL BE PER iNDIANA STATE HIGHWAY STANDARD SPECIFICATIONS SECTION 718. 2.CONTRACTOR MAY USE, AT HIS OPTION, EITHER THE AGGREGATE OR THE FILTER FABRIC OR BOTH. Structure Data Table Structure Casting Pipe Elevations GradeConnect toI Structure Type Type LengthSize Type TaR UpstreamDownstream (%) Structure Remarks 115 TYPE "J" INLET R-5455-C 157 24 RCP 855.04 851.07 850.80 0.20 49** 49** N/~,, -- N/Ail 116 30 RCP 855.60 850.80 850.56 0.20 50* 55* ' N/A N/A 155 18 RCP 855.68 851.80 851.46 0.22 55** - 55** I ' I N/A ---- N/A 12224 RCP 855.23 851.46 851.30 0.13 56. 15 RCP 852.50 102 101 TYPE '"j' iNLET R-3455-C 153 855.78 851.96 0.35 102 TYPE "M' INLET R-5455-C 218 18 RCP 855.77851.96 850.66 0.60 103 103 TYPE "M" INLET R-5455-C 148 24 RCP 855,67850.66 __ 850.21 ' 0,50 58** 58** N/A N/A 139 42 RCP 855.50849.90 849.44 0.3359.. 59** N/A ' N/A 107 42 RCP 855.65849.44 849.14 0.28 60* . .... 104 TYPE "j' iNLET R-3455-CI127 24 RCP855.59851.80 851.42 0.30 105 - 105 TYPE "C" INLET R-3472 155 '50 RCP 855.75851.42 851.040.25 108 106 TYPE "J' INLET R-3455-C 127 15 RCP 855.59852.50 852.12 0.30 108 , - 107 ''PIPE 'N/A 62 18 RCP N/A 852.33 852.020.50 108 'end sec~on required 108 TYPE "C" INLET R-$472162 36 RCP 855.64850.80 850.480.20 110 109 TYPE "A" iNLET R-3455-C 127 12 RCP 855.96853.00 852.570.50 110 - 110 TYPE "K' MANHOLE' R-3~72 "122 56 RCP 855.90850.48 850.25 0.20 111 riot top required 111 TYPIF "C" INLET R-3287-15. .51536 RCP 855.50850.2;3 845.82 1.40 N POND * existing structure ** existing structure in new location PLAN VIEW ~ jOROOV~D END ON OUTLET END TONCUE ENO ON INLET ENO : c ,1" 'l'O B=(D-C) BE THE SAME AS ON STANDARD t;m:l REINFORCED CONCRE~ PIPE J~:l OLASS 'A' CONCRETE -~' ~-A LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AN0 STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE. A.S.T.U. OESICNATION C-7B REINfORCEMENT IN THE *C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCE0 CONCRETE, A.~T.M. DESIGNATION C-7~ FOR THE SIZE ~c CONNECTING PIPE. ( os set out ~1 stondord specincatio~s. } REINFORCEMENT IN THE 'B' PORTION SHALL HAVE A CROSS SECTIONAL AREA EOUAL TO THAT OF ONE LAYER OF STEEL IN THE ~ PORTION. THE END OF THE PIPE OJLVERT SHALL BE PLACED IN THE; CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY ~ILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANCE TO THE SLOPE OF THE END SECTION IN A SMOOTH. PI FASIN(; TRANSITION APPROXIMATELY 10'-0' IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL ANO THE INTERNAL DIAMETER OF THE PIPE SHALL CONFGRM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDEO IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM {}RAIN. ANO SEWER PlP~ A.~T.M. DESIGNATION C-76 WHERE VITRIFIED ~Y CULVERT OR CAST IRON CULVERT PiPE IS USE~B, A SECTION' COMPARABLE TO THAT AS SHOWN FOE METAL OR CONCREfl: SHALL BE ~ENISHED ANO SHALL BE AS APPROVEO BY THE ENClNEEE EXCEPT IN AREAS OF ACIO OR MINE WATER, THEN THE US[ OF METAL END SECTION IS PROHIBITEO. CONCRETE PIPE TO[ ANCHORS SHALL BE REOUIRE. D ON ALL CONCRETE PIPE END SECTIONS. J"'IF'/I'4 "'~0~"~'".....,,~ RIP-RAP TO BE PLACED ¢:~.~FII ~ c,, _ ~ ~_ C ~ SIDE SLOPE ~EN COMPU~D LENG~ ~ ~L~RT ~ J -" PA~ ~NCTH OF GULLET [ . END ~CTI~ i 12"c. TOC. ~ SLOPE DETAIL = MAX. SPAcINGj HOOK / BOLT · · ..'. SECTION Y-Y SECTION A-A CONCRETE PiPE TOE ANCHOR PRECAST CONCRETE ENDSECTION , T APPROX. DIA. (MIN.) A. C*D. E. K R1 R2 WEIGHT .. 12"2~ 5" 4'-3' 6'-2' 2'-0' 1.310 1/.8" 9' 800 15'2 1/4" 7' 4'-0' 5'-3" 2'-5" 1.512 1/2"11' 1100 18'21/2' 11'4'-1' 6'-2' 3'-0' 1.815 t/2' 12' 1300 21'2 5/4' 11' 3'-6' 6'-3' 3'-5' 2.1 16 1/B' 13' 1500 2,4' .1" 12" 2'-8' 6'-3' 4'-0' 2.3 16 3/16' 14" 27-31/4" 13" 2'-5' 6'-3' 4'-6' 2.6 lB 3/16' 141/2' 2100 .,~' 5 1/2' 14" 1'-10' G'-3* 5'-0" 2.9 18 1/2" 15' 2400 33'3 3/4" 15" 3'-6" 8'-3" 5'-6' 3.123 3/4' 17 1/2' 4100 56"4' 17'3'-1' 8'-3" 6'-0" 3.4 24 3/15" 20" 4200 · TOLERANCE +1' CERTIFIED EW IOATE: J 0,/,~/04 J DRAWN BY:) Jcsj CHK'D BY: J JLPI JOB ._NO. l'18~oo3-o~33J SHEET NO. C5.3 OF I N 2002.0920.0TICSI-CS4.G P F 34" HOLE SIZE -~ j~ ~ J VARIABLE .... PLAN VIEW 6" CROSS SECTION NOTES: CONCRETE STRENGTH=4-500 P.S.I. O 2B DAYS ABSORPTION - NOT TO EXCEED 9~ REINFORCEMENT-ASTM A-615-75, GRADE 40 LENGTH, WIDTH, HEIGHT - NOT TO VARY MORE THAN 1/4" PER FOOT. REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS. OPTIONS - VARYING HOLE SIZES & LOCATIONS. TYPE "A" INLET NOT TO SCALE 36' PLAN VIEW 6' -IF- WALLS--i--T- ~.~,;.o.~., (~RQSS-SECTION NOTES: CONCRETE STRENGTH=4500 P.S.I. {J 28 DAYS ABSORPTION - NOT TO EXCEED 9% RE1NFORCEMENT~ASTM A-615-75, GRADE 40 LENGTH, WIDTH, HEIGHT - NOT TO VARY MORE THAN 114' PER FOOT. REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS. OPTIONS - VARYING HOLE SIZES ~ LOCATIONS. TYPE "J" INlET NOT TO SCALE 56" .o,,s,z, VARIABLE i''L' PLAN VIEW #4 BARS @ -% 12' O.C., bE f i-.' '.. :~ :L.. i.: .'ff. ,,,' 'i", ,,',,. ' ' "' CROSS SECTION CONCRETE STRENCTH=4SO0 P.S.I. ~ 28 DAYS ABSORPTION - NOT TO EXCEED REINFORCEMENT-ASTM A-61§-75, GRADE 40 LENGTH, WIDTH, HEIGHT- NOT TO VARY MORE THAN l/~' PER FOOT. REQUIREMENTS - MEETS OR EXCEEDS INDIANA HIGHWAY SPECS. OPTIONS - VARYING HOLE SIZES & LOCATIONS. TYPE 'M' INLET NOT TO SCALE PLAN SECTION A-A NOTES: 1. CAST-IN-PLACE OR PRECADT INLET SHALL bE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE I.N.D.O.T. STANDARD §PECIFICATIOND. 2. TYPE "C' INLET ID INTENDED FOR USE PRI,~RILY A5 A 5INGLE CURb LINE INLET AT THE LOW POINT OF A DA6 VERTICAL CURVE. 5. WHEN PIPE IS FIELD CONNECTED TO A PRECADT UNIT, THE PRECADT UNIT ~IALL INCLUDE A FIELD POURED CLADS "A" CONCRETE COLLAR ~ A & INCH MINIMU& LONGITUDINAL AND RADIAL THICKNESS. l~tlt 2" PIPE DRAIN FEO/~ ~:K)TTOM OF CURb TO INLET AG6REGATE TO bE PLACED AROUND INLET END OF PIPE ~1~ 5"/~IN. DIA. PIPE TO bE KEPT OPEN FOR DRAINAGE OF SUbGRADE OR bADE UNTIL SURFACE ID PLACED. TYPE "C" INLET NOT TO SCALE MANHOLE TYPE H MANHOLE TYPE J,K,L,M,Mq NOTE TO SCALE NOT TO SCALE MANHOLE MAXIMUM PIPE SIZE MAXIMUM PIPE SIZE TYPE "G' "F' RT. ANGLE TO MAINLINE FOR MAINLINE H 24" to 36' 50;'.16. J 24" to 36' 60'. K 56" to 48' 72' 56'48' L 48' to 54' 96' 48'__ ......... 54' M 54' to 72' 102' 66'72" N 72' to 84' 108' . 72' 84' NOTES: DROP PIPE MAY BE USED WiTH MANHOLE'S TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. 7/8' LOCKING RINGS 12' -~~PENETRATiON il I1 F°" REINFORCED PLASTIC MANHOLE STEP NOT TO SCALE SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTINC FINISH GRADE 1/2' CEME~ CONCRET.E GRADE RINGS (ASTM-C-478, ~Jn~'r~ ~ 4000 PSI) UTILIZED TO RAISE TO FINISH ....... ~ GRADE, MAX. ALLOWABLE HEIGHT OF RISE ;t ~ I'.~ X~..~c,s~ ECCENTRIC CON[ ' R p BAR EL SECTION-~' DmA. ['~ J:J / AS~ C-478 CLASS A J-~'J ~L'J / REINFORCED CONC. PiPE 4000 PSI MANHOLE STEPS ~1. :~ I-'t I, AT 16' MAX. ON CENTER. ~]l J-:J ~J ~ (sEE 9eT*,L) I~ I:1 ~1 ~ < o N6 ~ t..l ~ CEMENT Lh + Y~+2" ~" MIN CO~R MANHOLE TYPE "C' ( STORM SEWER ) NOT TO SCALE CERTIFIED BY SHEET NO. C5.4 OF L I N2002.0920.073.CSI.CS4.G P _J / / ........... PROPOSED BUILDING ............ / F.F.[. 858,50 :. ' I '%. 11111111 llllll-|ll~ lm 1 m m m m m ! ! ! ! · S~'° ON TR 01"--] S SAND BAGS STRAW BALES SOIL h~E Br BROOKSTON SILTY CLAY CrA CROSeY SILT LOAM mm, mm mm mm SOIL TYPE BOUNDARY EROSION CONTROL BLANKET CRAVEL CONSTRUCTION ENTRANCE mllmmlllm CONSTRUCTION LIMIT LINE t~ ROCK DONUT · g.uard post sign t-- guy wire mailbox transformer utility pole electric manhole i power pole light pole telephone manhole telephone pedestal television pedestal traffic pole water meter water hydrant water valve water manhole gas valve post ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE HAMILTON COUNTY INSPECTOR. SEE SHEET C6.3 FOR EROSION CONTROL DETAILS SEE SHEET C6.2 FOR EROSION CONTROL NOTES &: MAINTENANCE REOUIREMENTS J THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES J SHOWN ON THIS PLAN ARE BASED UPON ABOVE (}ROUND I EV1DENCE ( including, but nol limi[ed lo. manholes, ~nle[s, valves, and mm*ks mode upon /he ground by others ) AND J ARE SPECULATIVE IN NATURE THERE WAY ALSO BE OTHER J EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO J ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND /.E.V.!_D_ENCE WAS OBSERVED. THE EXACT LOCATIONS OF 5A D J I:XlS/ING UNDERGROUND UTILITIES SHALL BE VER FlED BY JTHE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. I 1 - 800-,:382- 5544 SHEET NO. C6.1 MAINTENANCE REOUIREMENTS FOR EROSION CONTROL MEASURES TEIvIPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REOUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT AREA WEEKLY AND AFTER STORM EVENTS OF HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL, 5. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT ROCK TRAP OR BASIN, `5. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY. SILT FENCE MAINTENANCE REOUIREMENTS 1. INSPECT THE SILT FENCE PERIOOICALLY AND AFTER EACH STORM EVENT. 2. IF FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY, 5, REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4, TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. EROSION CONTROL BLANKET {SURFACE APPLIED) MAINTENANCE REOUIREIdENTS 1. DURING VEGETATIVE ESTABLISHMENT INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA, AND RE-LAY ANO STAPLE THE BLANKET. 5. AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIODICALLY. ~;ANDBAG INLET SEDIMENT BARRIER IdAINTENANCE REOUtREMENTS 1. INSPECT FREOUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC AND REPAIR IF NECESSARY. .~. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT WITHOUT FLUSHING WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 41 DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. STRAW ~ALE INLET PROTECTION MAINTENANCE REOUIREMENTS 1. INSPECT THE INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE PooL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE NOT TO DAMAGE OR UNDERCUT THE BALES. `3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIALS, AND SEDIMENT AND DISPOSE OF PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. ROCK DONUT AND RIP RAP CHECK DAM MAINTENANCE REOUIREMENTS 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT. REMOVING SEDIMENT AND MAKING NEEDED REPAIRS IMMEDIATELY. 2. CHECK CHANNEL OUTLET AND ROAD CROSSINGS FOR BLOCKAGE, SEDIMENT, BANK INSTABILITY AND PIPING OR SCOUR HOLES. REPAIR AS NECESSARY. 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTRUCTION MATERIAL. AND RE-STABILIZE. SEQUENCING OF CONSTRUCTION The dotes provided and overall sequencing is subject to change per the actual pro~ect requirements and site conditions. Weeks 1 - `3 Schedule o Pre-Construction Conference with Hamilton County Surveyor's Office, and Homi ton County Soil & Water Conservation District. Insto construction entrance at the southwestern corner of the site. Install erosion control measures at the site outlet located at the southeastern corner of the s Install temporary diversions, silt fence, sediment basins, and other measures os shown on the approved plan. Topsoil Berm shall be constructed at southeast corner of site. Clear only as necessary to install these devices. Begin site clearing and srtipping of topsoil. Maintain devices os neeeded. Weeks 2 - 6 Begin hospital basement excavation and foundation installation. Weeks 2 - 12 Rough grade site, including retention pond excavation, parking oreo cut and fill operations. Stabilize site os areas ore brou~qht to finish grade with vegetation, paving, erosion control blankets, temporary seeding. Temporary seed and mulch within 1.5 days of completion of any phase of construction. Weeks 2 - 16 Installation of Storm and Sanitary sewers. Protect inlets with inlet protection measures noted on the Erosion Control Detail sheet. Weeks 8 - 14 - Install erosion con?i.~: blanketing and check doms at pond: Weeks 20 - 25 Install foundations for Medical Office Building and Central Plant. September 200.3 - July 2005 Construction of Hospital and Medical Office Building. Construction of North Expansion begins with the excavation and installation of the expansion basement and foundation. Install erosion contra measures and rouc~h grade north parking area. Stabilize site as areas ore brought to finish grade with vegetation, pawng, erosion control blankets and temporary seeding. Temporary seed and mulch within 1`5 days of completion of any phase of construction. Maintain erosion control measures as noted on [he Erosion Control Detail sheets. Fall 2004 Permanent seeding, bose coot asphalt around site perimeter. Spring 200.5 Permanent Seeding for expansion area. April - July 2005 Permanent Seeding and landscaping around buildings. Remove erosion control measures from areas of site that ore stabilized. SOIL AND DRAINAGE CHARACTERISTICS PRI~I)OId INATE VEGETATION: THE HOSPITAL SITE IS CURRENTLY-UNDER CONSTRUCTION. PROJECT WILL COINCIDE WITH THE CONSTRUCTION OF THE HOSPITAL AND MEDICAL OFFICE BUILDING. ADJACENT LAND USF_~ THE LAND TO THE NORTH, EAST AND SOUTH OF THE HOSPITAL SITE IS PRIMARILY COMMERCIAL. THE AREA WEST OF THE SITE IS CURRENTLY USED FOR FARMING. IO0-YEAR FLOOD PLAINS. FLOOD WAY FRINGES AND FLOOD WAYS: THE SITE IS NOT LOCATED WITHIN ANY FLOOD PLAIN, FLOOD WAY OR FLOOD WAY FRINGE AS INDICATED ON THE FLOOD INSURANCE RATE MAP. DRAINAGE FEATURES: THE SITE CURRENTLY DRAINS FROM NORTHWEST TO SOUTHEAST TO AN EXISTING CULVERT THAT CROSSES UNDER U.S. `31. THE SITE WILL BE ORAINED VIA TWO DETENTION AREAS LOCATED AT THE NORTHWEST AND SOUTH ENDS OF THE SITE. PREDOMINATE SOIL TYPES: Br BROOKSTON SILTY CLAY LOAM - THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSlONABLE UPLANDS. IT IS OEEP ANO VERY POORLY DRAINED WiTH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL SITTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONABLE HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. CrA CROSBY SILT LOAM, 0 to ,3 PERCENT SLOPES - THIS sOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 TO 40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. EROSION gONTROL NOTES: 1. CONSTRUCTION ACTIVITY' SHALL CONSIST OF INSTALLATION OF STORM SEWERS, SANITARY SEWERS, UTILITIES, EARTHWORK ACTIVITIES INCLUDING POND AND BASEMENT EXCAVATIONS, CONSTRUCTION OF HOSPITAL AND MEDICAL OFFICE BUILDING ANO PAVING. 2. PRELIMINARY CONSTRUCTION SCHEDULE: EARTHWORK SHALL BEGIN IN SUMMER 200`3. INSTALLATION OF STORM DRAINAGE STRUCTURES SHALL BE CONCURRENT WITH EARTHWORK. SANITARY SEWER INSTALLATION SHALL COMMENCE UPON COMPLETION OF ROUGH GRADING. WATER MAINS AND REMAINING UTILITY INSTALLATION SHALL COMMENCE UPON COMPLETION OF SANITARY SEWER INSTALLATION. FINAL GRADING AND PAVING SHALL OCCUR AFTER THE BUILOINGS ARE CONSTRUCTEO. COMPLETION OF THE PROJECT IS ANTICIPATED BY SUMMER 200`5. THIS SCHEDULE IS SUBJECT TO CHANGE. 5. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 4.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 5. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. AODiTIONAL EROSION ANO SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 7. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDEO TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 8. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 9. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEAREO SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 10. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK, 11. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 12. EXISTING VEGETATION SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY. THERE ARE NO BORROW AREAS OTHER THAN ON-SITE PONDS. 14. ALL APPLICABLE EROSION CONTROL MEASURES SHALL BE PLACED BEFORE ANY LAND OISTURBING ACTIVITIES. 1.5. SCHEDULE OF EROSION CONTROL ACTIVITIES: o) INSTALL SAND BAGS AROUND INLETS IMMEDIATELY UPON COMPLETION OF THE STRUCTURE. REMOVE SAND BAGS FOR PAVING OPERATION. REPLACE SANO BAGS AFTER PAVING IS COMPLETE. SAND BAGS SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDED AREAS BEHINO THE CURB. b) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 OAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. c) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 51. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT ANO FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR FILING A NOTICE OF INTENT WITH THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 17. APPLY FERTILIZER AT A RATE ADEQUATE TO PROVIDE 1 LB. OF ACTUAL NITROGEN PER 1,000 SQUARE FEET. USE COMMERCIAL- GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER CONSISTING OF FAST AND SLOW RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OF UREA-FORM, PHOSPHOROUS, AND IN FOLLOWING COMPOSITION: o) FERTILIZER FOR LAWNS: PROVlOE A FAST RELEASE FERTILIZER WITH A COMPOSITION OF 1 LB PER 1,000 SQ. FT. OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM BY WEIGHT b) SLOW-RELEASE FERTILIZER FOR TREES AND SHRUBS: GRANULAR FERTILIZER CONSISTING OF .50 PERCENT WATER-INSOLUBLE NITROGEN, PHOSPHOROUS AND POTASSIUM MADE UP OF A COMPOSITION BY WEIGHT OF 5 PERCENT 18. ADD LIME TO TOPSOIL TO OBTAIN A pH RANGE OF 6.0 TO 7.0. LIME SHALL BE ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.`36 mm) SIEVE AND A MINIMUM 7.5 PERCENT PASSING A NO. 50 (2.50 MICROMETER) SIEVE. 19. CONSTRUCTION TRAFFIC SHALL ENTER THE SITE AT THE CONSTRUCTION ENTRANCE TO BE LOCATED ALONG 116th STREET. 20. STOCKPILES MAY TEMPORARILY EXIST. CONTRACTOR TO NOTIFY HAMILTON COUNTY SOIL & WATER CONSERVATION DISTRICT PRIOR TO STOCKPILING OF MATERIAL. RESIDENTIAL I Da · / D i ISITE I ! ,- i I ! i ! ! I ! ADdACENT LAND USE MAP CERTIFIED BY SHEET hi(}. C6.2 I N 2002.0920.~3.C62-C63.EC D _ F- -1 300 275 250 22.5 200 SLOPE 175 LENGTH 150 FT. 125 100 75 50 25 A B X X STAPLE PER SO. YD. 1112 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS C B C C B C A A B B 4:1 3:1 2:1 1:1 CHANNEL LINING SLOPE GRADIENT C X X X X 2 STAPLES PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED~ CHANNEL LININGS UTILIZE STAPLE PATTERN WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJ[CTE0 WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPEN01NC UPON SOIL TYPE AND AVERAGE RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS. STAPLE PATTERN 'C' SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE; DE;TAIL NOT TO SCALE KEY STONE INTO CHANNEL BANKS AND A EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18" (0.5m) TO PREVENT FLOW AROUND DAM. VIEW LOOKING UPSTREAM FLOW ~ 24'(0.6m) ITCH [.OSCO.. SEE ITCH SECTION A - A MAINTENANCE NOTE 'L' = ~[ DISTANCE SUCH ~AT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATION. ....... SPACING BET~[N CHECK DAMS NOT TO SCALE sEASONAL SOIL PROTECTION CHART STABILIZATION JAN. FEB. MAR. APR. MAYJUNE JULY AUG. SEPT. OCT. NOV.DEC. PRACTICE PERMANENT SEEDING SUN TO PARTIAL A* ///, ///I/////// .... ll/~ SHADE ,, PERMANENT SEEDING PARTIAL SHADE TO B~ *///, ¥/I///////· ~, /I/~ SHADE , ' II PERMANENT SEEDIN( NON-IRRIGATED C........ //I. '//~//tltll ..... t~/~ AREAS TEMPORARY D -E SEEDING F :*'/t l/l/Ill/l/?' = '' PERMANENT SEEDING - SUN TO PARTIAL SHADE KENTUCKY BLUEGRASS 175 LBS./ACRE; CREEPING RED FESCUE 70 LBS/ACRE: FINE TEXTURED RYE (PERENNIAL) 105 LBS./ACRE PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS./ACRE PERMANENT SEEDING - PARTIAL SHADE TO SHADE KENTUCKY BLUEGRASS 35 LBS./ACRE; CREEPING RED FESCUE 210 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 105 LBS./ACRE PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS./ACRE PERMANENT SEEDING - NON-IRRIGATED AREAS KENTUCKY BLUEGRASS 87 LBS./ACRE; CREEPING RED FESCUE 70 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 19`3 LBS./ACRE PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS./ACRE SPRING OATS .3 BUSHELS/ACRE WHEAT OR RYE 2 BUSHELS/ACRE ANNUAL RYE GRASS 40 LBS./ACRE ( 1 LB/lO00 SQ. FT. ) STRAW MULCH 2 TONS/ACRE. ANCHOR WITH ASPHALT EMULSION Al' A RATE OF .3DO/CAL. PER ACRE. FOR SLOPES GREATER THAN 4:1 USE EROSION CONTROL BLANKET ACCEPTABLE TO LOCAL AUTHORITIES. · /I/* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBER CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SEEDING TO CONTROL EROSION AS REQUIRED BY INDIANA OEPARTMENT OF ENVIRONMENTAl MANAGEMENT. · EXIST. 18" RCPA SLOPE STONE ' MIN. THICKNE (MIN) I SECTION A-A ROCK DONUT DETAIL RECOMMENDATIONS FILTER FABRIC '! I~,]t ]iii------ WOOD POST FLOW~ NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL _-I I ~-- t I_--_i II}...?':' :tlq_l.,~F~--i i !L-- SHALL BE WOOD. STEEL. OR S~ET,C. AND SHALL , BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE ~ ~11;:;~':~1! ! l-- ' .^..,~ SHALL BE A WOVEN GEOTEXTILE FABRIC I~ MATERIALS RESISTANT TO DETERIORATION FROM EXTEND FABRIC & WIRE TO 4' BELOW I ! --t I I--! I ,ULTRAVIOLET AND HEAT EXPOSURE. SURFACE -- SILT FENCE CONSTRUCTION NOT TO SCALE IO'R )?~ o.,g~~.~-0 o~ 0.P~ ~'~ o 0 U u ·'OL_J CRUSHED STONE GRAVEL CONSTRUCTION [NTRANCF NOT TO SCALE 2' PLACED TO AN ELEVATION -'~ ~ AS INDICATED ON PLANS ~ .. . TYPAR 5401 SPUN BOND POLYPROP%ENE OR E~IVALENT REQUmRED UNDER STONE RIP-RAP DETAIL NOT TO SCALE FOR SEED. / ~ BANKS ID BE SEE~D & MULCHED PER THE SEASONAL / SOIL PROTECTI~ CHART ~ APPROXIMATE SEEDING DATES FOR INDIANA TYPICAL GRASSED WATERWAY SECTION NOT TO SCALE D ITCH EROSION CONTROL NOT TO SCALE NOTE: STRAW BALES SHALL BE PLACED AND MAINTAINED IN SWALE TO PREVENT SILT AND DEBRIS FROM ENTERING INTO DOWNSTREAM DRAINAGE FACILITIES DURING ALL CONSTRUC- TION AND SHALL REMAIN IN PLACE UNTIL ADEQuATE VEGETATION IS ACHIEVED WITHIN THE SITE. SUCH STRAW BALES SHALL BE FIRMLY SECURED THE GROUND WITH FENCING. STABILIZED OUTLET~ --~. EARTHEN [~AM 2'-6 2"-5 ~-SEDIMENT BASIN .... /(SEE PLAN FOR 18' REVETMENT RIP ,? .~;' TM ''> '~ .....'-~.. /VOLUME PROVIDED) '"'"-..-..-- ~ r~'l / 5~ RISER Wl~ ~ASH RACK ~ m_ ~ V-BOTTOM SECTION ./ ~ ~>X~ ............. · PLAN ~SAND BAGS DRAINAGE STRUCTURE SEI~IMENTATION CONTROL NOT TO SCALE NOTE: SAND BAGS SHALL BE PLACED AND MAINTAINED AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES. FILL BAGS APPROXIMATELY HALF FULL WITH SAND OR FINE GRAVEL. BAGS TO BE LAYERED 1 TO 3 HIGH AS NEEDED, AND TO REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED. DRAINAGE STRUCTURE SEDIMENTATION CONTRQL NOT TO SCALE NOTE: STRAW BALES SHALL BE PLACED AND MAINTAINED AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES DURING ALL CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED. EMERGENCY SPILLWAY- ELEVATION (SEE SCHEDULE) COARSE AGGREGATE ~5 STONE-- EARTHEN DAM~ F INVERT ELEV. (SEE SCHEDULE) I )---~. 24" CMP RISER EMERGENCY SPILLWAY I J ELEVATION ( SEE SCHEDULE ) J j j /-,~ ..... r-o] j ,' o I I / ,-- CLEANOUT MARK (SEE SCHEDULE) SL~E ~:, (TYP.) ~ ;' __L_[ ' _._[2'-o SP,LLWAY B A.. E ~~<¥~<q ~L~,,~ ~._~~ ~~(~~~;~ORAINAOE HOLES (112' DIAME ER T*.) r~ '...'..,. ? ."..",-.---~';". ~~I)]~IHIII1HI~ ~No. 5 STONE No. 77 (NORTH BASIN) OR ............ ~" "1" ' / ' ~"~'Y ~' ' .... SEE STORM STRUCTURE~ ~ ~ ~ANTI-FLOTATION BL~K DATA TABLE FOR PIPE INFORMATION ~ ~PIPE INERT ELEV. 8 L.F. OF 24" CPP (TO BE REPLACED ~ (SEE ~HEDULE) WI~ RCP; 8' SECTION DURING FINAL STAGES OF CONSTRUCTION.) SECTION A-A TYPICAL SEDIMENT BASIN DETAILS NOT TO SCALE SEDIMENT BASIN SCHEDULE SEDIMENT BASIN INLET RISER CLEANOUTU/S PIPE STABILIZED OUTLET EMERGENCY SPILLWAY INVERT MARK INVERT ELEV. INVERT ELEVATION ' CONTROL ELEVATION NORTH 854.35 852.35 849.70 SEE STRUCTURE No.77 856.50 · SOUTH 852.75 850.75 848.30 SEE STRUCTURE No.63 853.75 TEMPORARY 85.3.0 851.O 818.05 847.6 854.00 CERllFIED BY DRAWN BY:I JCSI CHK'D BY:I JLPI ...JOe NO.. [IN200a-08a,[ R.E~ OHS SHEET NO. C6.3 OF I N 2002.0920.073.C62-C63.EC D _J Clarian Health Clarian North Medical Center North Expansion Carmel, Indiana ARCHITECTURAL DESIGN, LANDSCAPING, LIGHTING & SIGNAGE DEVELOPMENT PLAN APRIL 16, 2004 HI(S HKS INC. (Ronald L. Skaggs) Clarian Health Partners OWNER 1901 North Senate Avenue Indianapolis, IN 46202 (317) 962 2031 IOWNER'S CONSULTANTS Biagi, Chance, Cummins, London, Titzer, Inc. CONSULTING ENGINEERS 601 Main Street Shelbyville, KY 40065 (502) 633 1506 American Consulting, Inc. CIVIL ENGINEER 7260 Shadeland Statfl3n Indianapolis, IN 46256-3917 (317) 547 5580 Gene Burton & Associates MEDICAL EQUIPMENT PLANNER 118 Seaboard Lane, Suite 100 Franklin, TN 37067 (615) 376 3100 Kamco Consulting DESIGN CONSULTANT 7229 E. Copeland Rd. Indianapolis, IN 46259 (317) 862 6680 Maregatti Interiors INTERIOR DESIGNER 9365 Counselors Row, Suite 112 Indianapolis, IN 46240 (317) 805 3975 Cini-Little FOOD SERVICE CONSULTANT 13790 Northwest 4th Street, Suite 108 Fort Lauderdale, FL 33325-6216 (502) 633 1506 RTM Consultants, Inc. CODE CONSULTANTS 1455 North Pennsylvania Street Indianapolis, IN 46202 (317) 262 8070 Corbin Graphics SIGN GRAPHICS 109 East Front Street, Suite 304 Traverse City, MI 49684 (231) 947 1236 Hokanson Companies, Inc. M.O.B. DEVELOPER 107 North Pennsylvania Street, Suite 800 Indianapolis, IN 46204-2449 (317) 633 8067 Pepper Construction CONSTRUCTION MANAGER 1850 West 15th Street Indianapolis, IN 46202-2027 (317) 681 1000 HKS, Inc. (Ronald L. Skaggs) ARCHITECT 1919 McKinney Avenue Dallas, TX 75201-1753 (214) 969 5599 I ARCHITECT'S CONSULTANTS HKS Structural STRUCTURAL ENGINEER 1919 McKinney Avenue Dallas, TX 75201-1753 (214) 969 5599 SWA Group LANDSCAPE ARCHITECT 2211 North Lamar. Suite 400 Dallas, TX 75202 (214) 954 0016 lllllllllllllllllllllllllll Illlllll Ill lllllllllllllll iiillllllllllmllllllllf NG LO CLARIAN NORTH HOSPITAL cANcER CENTER EXPAN~lc)N DIAGP~LM : :' :ALE 1" = 1 .... '-, ," APRIL :.;,"'4 F~L~NT S~t-IEDULE Cl..IA JAP CI'4AENCh"IELE~ 14' - I~' e' ~ 4 ~ ~. ~ATCHI~ C~A~TE~ ILE ~AILEX ~' - 8' 4' ~5 GAL 5~. ~AT~I~ C~A~TE~ ~ODE~ ' ' D IN 2~' - ~2' 12' S ~ ~ ~TD, ~ATC~i~ C~A~TER ELECTED - I I I t I I I I I I I I I I I I I I I I I I I I II J J~P VIN MIN I VIN I~ a I . JUN VIR , , ,, NATIvE T,. JUN vIF~ VIR F::'L~NTIN~= LEGEND: TIL. COR 10 TIL ~C)R ILE C~LA E)ET NIC~ ACE PAl. /--/¥~ /-2 ZEL 5ER 8 TIL COR JUN Vll~. 5 JUN Vt R ZEL 5ER JUN VIR C~UE RU~ ///-- E~ISTtNG TREE8 --/// ., ._. ILE T'r'm. I I I ~ ~~_____~ DET,,~,IL I~EFE~.ENCE F=Fe'Of='EI~,T¥ LINE I 8~EL E~I~ HATCH LINE ~ ~ (QTT) T~E TYPE T~E ~TECTI~ ~E ~EFEI~ 1'0 L~ ~ f~'FEII~ TO LT~I ~ ~-.~47'/NG DETAIL5 Clarian North Medical Center OWNER CLARIAN HEALTH PARTNERS CIVIL ENGINEER AMERICAN CONSULTING ENGINEER CONIULTING ENGINEER8 BIAGI,CHANCE,CUMMiN$ LONDON TITZER, INC. ' ' PROJECT MANAGER JACOBS FACILITIES, INC. MEDICAL EClUtPMENT PLANNER GENE BURTON & ASSOCIATES INTERIOR OESIGNER MAREGATTI INTERIORS INTERIOR DESIGNER JAIN MALKIN, INC CODE CONSULTANT RTM CONSULTANTS, INC. SIGN GRAPHIC& CORBtN DESIGN M.O.B. I)E~LOI~ER HOKANSON COMPANIES, INC. CONSTRUCTION MANAGER PEPPER CONSTRUCTION FOOO SERVICE CONSULTANT CINI-LITTLE DESIGN CONSULTANT KAMCO CONSULTING INFORMATION TECHNOLOGY SPIT FLEE. INC. KEY PLAN REVISION HKS PROJECT NUMBER DATE 4.16.04 SHEET TITLE PLANTING PLAN TREE PROTECTION FENCE NTS _~S NOTEJD ? ~~PLANT LOCATION (TYp.) NOTE: 8P~CI~ D! TO ALL PL~NTI~ UNLESS NOTED OT~E~ISE. ~ ~Vl~ E~E/~UILDI~/ CUR~/~TEEL EOGI~ TRIANGU~R SPACING 4" PE/~. PVC /NSPEC TION ~A TEI~ING E~AS IN. REMOVE AFTER IRRIGATION IS INST~J. LED AN1D FINAL ::',':':':':':':':':':':':" ' :,',.:,:,:,)?.V.V.' ' V-V.V,V.', '.v, .... v:':':':':':' ':'Z':' V.V.',V,':':'? :,v,v,v.v,v.v.':':,:' :.:.:,:.:.v.v.:.:.:,: :,:,):.:.:,:.:.:.:,:.:. ..:,:,:.:,:.:.:,:,:,:,:.:,:,:,:.: :::::::::::::::::::::::::::::::::::::: ................ ::::::::::::::::::::::::::::::::::::::: .... :::::::::::::::::::::::::::::::::::::::: 1~1111,. 1111t Iit ~11111~11111~ t11tI~11111~tlt1Iti~11111~111tI~111t1~ llllll~ .- ~11111~!111111 PLANTING P'IATERIAL - REF. PL~J~I5 OF SLOPED TA~,LET PEf~ SPEC E~ARIF'r' Tile EC::~..~E OF THE TREE F=LANTING PIT EE PLANTING ON A SLOPE ~OOT E~ALL PLANTING P1Er~ IA REFER TO GRADINC= FO~ INVERT ELEVATI~ ~ CONNECTION TO ~TO~ FO~ T~E LtNE5 A5 ~QUI~D. 4" ~A~. COMPACTED PL~NTI~ 6TA~E5 ~TE~ ONE 4" PE/~=. PVC INSPECTION TUE~E t~EF PLAN5 lllll lllll ll ]11 11111 111111 _ ltllli lllll ll Itlf 111t1 1111I C~f~OUND COVE~ O~ ~I~VEL STEEL EDGING STEEL EDGING @ PLANTING OR GRAVEL NTS I TI~EE - REF. PLANTING PLAN TYPICAL TREE STAKING NTS ROOT BALL INSPECTION TUE~E - DIA. A5 REQUIRED ~,~OTE~ALL DIAMETER TREE - I;i~-F. PLANTING PL~NT AT R~OT FLARE (GRADE LEVEL) 2' DIamETER ~ULC~ TREE PLANTING @ LAWN NTs TEI"1POB~:~R"r' t, UATERING E~,Z~tN. REMOVE ,,N=TER IR'RIGA TION 15 INSTALLED AND FINAL O~,ADE IS 5ET. ~CARIF¥ THE EJDGE OF Tile TREE PLANTt~ PIT ROOT E~ALL FERTILIZER TAE~LET5 REFER TO GR~/~I~ FOR INVERT ELEVATIC. hN AND CONNECTION TO StOtl~'ff FOR~ TREE ,~LIt~DRAINA~E LINE5 ~5 ~QUI~D. 4" MA)~. COh1~ACTED PLANTINC= MEDIA HI(S ARCHITECT HKS. INC. (Roneld L Skaggs) ITRUCTURAL ENGINEER HKS STRUCTURAL LANDSCAPE ARCHITECT SWA ~ROUP Clarlan Health Methodist.lU.Riley Clarian North Medical Center CLARIAN HEALTH PARTNERS CIVIL ENGINEER AMERICAN CONSULTING ENGINEER CONSULTING EN(~NEF. R8 BIAGt,CHANCE,CUMMtNS, LONDON, TtTZER, INC. PROJECT MANA6ER JACOBS FACILITIES, INC. MEDICAL EQUIPMENT PLANNER GENE BURTON & ASSOCIATES MAREGATTI INTERIORS INTERIOR DE~IGNER JAiN MALKIN, INC COOE CONSULTAI~ RTM CONSULTANTS, INC, 81GN GRAPHICS M.O.G. DEVELOPER HOKANSON COMPANIES. INC. PEPPER CONSTRUCTK)N FOOD SERVICE CONSULTANT C~/I-LITTLE DESIGN COHSULTANT KAMCO CONSULTING IHFORMATION TECHNOLOGY SPIT FIRE, INC. HKS PROJECT NUMBER DATE 4. t6.04 SHEET TITLE PLANTING DETAILS SHEET NO. · J INumeric Summ~ry P~~7t;~ CLARIF1N NORTH SPECIALTY HFISPITAL - SITE LI6HTING LAYFIUT~ ! L clb~ HLA#84-Ot86A1 J AT GRADE I EXPANSION AT GRADE rCci!cTyp~e ILLumino, nce ILLuminonce ~ 10,9 Fc ~ 2,63 10,5 -~ Max/MTn 6,58 t26,25 kLu'm[noipe Schedu(e ~C~~BRTH SPECIALT L~x~bo~ ....J a~ h ----El J l-i-'- AR3 Y HOSPITAL - SITE LIGHTING LAYOUT HLA~24-Ot8641 Lumlnotre Local;ton Summar~ AR4 8AR2 2AR4 VRBt Ar____pcngemen SINGLE SINGLE BACK-BACK SINGLE BACK-BACK BACK-BACK SINGLE Lumens 40000 40000 40000 40000 40000 40000 78OO Pp~ct CLARION NORTH SPECIALTY HOSPITAL - SITE LIGHTING LAYOUT __ L~be[ 2AR2 2AR3 2AR3 2AR3 SeqNo 2AR3 2AR3 2AR3 2AR3 2AR3__ 2AR3 -- 2AR3 8AR3 2AR3 2AR3 8AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR3 2AR4 AR2 AR8 AR2 AR2 AR2 AR2 AR2 AR2 AR2 AR8 AR2 AR2 AR2 AR2 AR2 AR2 AR8 AR2 AR2 AR2 AR2 AR2 AR8 AR2 AR2 AR2 AR8 AR2 Description --~IM L~-~-~NG ARCHETYPE 400MM TYPE II ~~ ARCHETYPE 400NH TYPE III ~ ~CHE~¥PE 400~H TYPE ~ ARCHETYPE 400MH TYPE IV ~ ARCHETYPE 400HH TYPE --K]'~'-~IGH-I:I--~ ARCHETYPE 400MH TYPE IV KI~ L--~~ VANDALL RESISTANT BDLLARD iOOMH AR2 AR3 AR3 AR3 AR3 AR3 AR3 AR3 AR3 AR3 AR4 AR4 AR4 AR4 AR4 __VRBi VRBI __ VRB1 VRB1 VRB1 VRB1 VRB1 VRB1 VRBi VRBI VRB1 VRB1 VRB1 VRBI VRB1 VRBI VRB! VRB1 VRB1 VRB1 VRB1 VRB1 VRB1 VRBI VRBI HI<S ARCHITECT HKS, INC. (Ronakt L. Skaggs) STRUCTURAL ENGINEER HKS STRUCTURAL LANDSCAPE ARCHITECT SWA GROUP Clarlan Health Methodist.lU.Riley Clarian North Medical Center OWNER CLARIAN HEALTH PARTNERS CIVIL EIIGINEER AMERICAN CONSULTING ENGINEER CONSULTINA~ ENGINEER8 BIAGI,OHANCE,CUMMINS,LON DON TITZER, NC:. PROJECT MANAGER JACOBS FACILITIES, INC. GENE BURTON & ASSOCIATES II~FERION MAREGATTI INTERIORS INTERIOR C~E~IONIER JAIN MALK~N. INC COmE RTM CONSULTANTS, INC. SIGN OI~APH/G8 CORBtN DESIGN M.O.B. DEVELOPER HOKANSON COMPANIES, INC. CONSTRUCTION MANAGER PEPPER CONSTRUCTION FOOD SERVICE ¢ONSULTAHT CINI-LITTLE DESIGN CONSULTANT KAMCO CONSULTING INFORMATION TECHNOLOGY KEY PLAN REVISION HKS PROJECT NUMBER DATE 4,1604 SHEET TITLE LIGHTING SCHEDULE f /' S00'04'57"E - 2549.36' HIKSI 8TRUG'~rURAL ENGINEER HKS STRUCTURAL Clarian Healt Methodist.lU. Rile~ Clarian North Medical Cent~ CLARIAN HEALTH PARTNERS CIVIL EN~INIEER AMERICAN CONSULTING ENGINEER CONSULTING ENGINEER8 I ZER, tNC. PROJECT MANAGER JACOBS FACILITIES, INC. MEDICAL EQUIPMENT PLANNER GENE BURTON & ASSOCIATES INTERIOR DESIGNER MAREGATTI INTERIORS INTERJOR DE$1ONER JAIN MALKIN, INC CODE CONSULTANT RTM CONSULTANTS. INC. SIGN GRAPHICS CORBIN DESIGN M.O.B, DEVELOPER HOKANSON COMPANIES, INC. CONSTRUCTION MANAOER PEPPER CONSTRUCTION FOOD SERVICE CONSULTANT CINI-DTTLE DESIGN CONSULTANT K~MCO CONSULTING INFORMATION TECHNOLOGY SPIT FIRE, INC. HKS PROJECT NUMBER 7N?.O00 DATE 4.16.04 SHEET TITLE LIGHTING PLAN