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Home My WebLink About0443.01 Building PlansWE r I W X U w ry w 0 U Li H d- 0 m m 2 U Q in i 0 0 0 CLj0 IN rt O ULU Honorable James Brainard, Mayor Carmel, Indiana Mike Hollibaugh, Director of Long Range Planning Kate Weese, PE City Engineer City of Carmel REFERENCE MAPSa--,, 11 VICINITY IVIAP� NTS Robert Battreall Ron Carter Kevin Kirby John Koven Norm Rundle Luci Snyder Wayne Wilson LOCATION IVIAP� wrs SURVEY DATA: SURVEY PROVIDED BY WOOLPERT 7140 WALDEMAR DRIVE INDIANAPOLIS, INDIANA 46268 PHONE (317) 229-7500 FAX (317) 291-5805 Amy Boldt Ron Carter John Koven Dick Roesch Luci Snyder (317) 839-9611 BENCHMARK DESCRIPTIONS: USC&GS BM X-42 1934 - A standard disc stamped "X-42 1934" set in the SW cor of a 2'x2' cone RR semaphone tower base located on the east side of abandoned R R, ±200' N of Main Street, ±15' W of centerline of 2nd Ave, ±100' S of 1 st Street N W (1929 Datum) ELEV 829 23' ACE TBM #30 - Chiselled "X" set In S side of lightpole base ® south side of the abandoned Kroger property ELEV 834 56' ACE TBM #60 - Chiselled "X" set in N bolt of a fire hydrant ® SW car of Autumn & Crescent Dr ELEV 83709' ACE TBM #61 - Chiselled "X" set in E bolt of a fire hydrant @ SW cor of 3rd Ave & Adams ELEV 83512' ACE TBM #62 - Chiselled "X" set in E bolt of a fire hydrant @ West side of 3rd Ave , ±600' South of Adams ELEV 833 06' Telephone Public Service Indiana Energy .�■�_ all.�11 a r 410 Gradle Drive 1441 South Guilford Carmel, IN 46032 �• .diinit� ITE (317) 839-9611 Cali Before U -Dig Water & Sewer Indiana Underground Plant Protection City of Carmel P 0 Box 50392 S Indianapolis, Indiana 46250 N NO Carmel, IN 46032 Indiana Department of (317) 571-2648 Fire and Building Services Cable TV 402 West Washington Street Time Warner Cable Rm W264 516 East Carmel Drive Indianapolis, Indiana 46204 Carmel, Indiana 46032 (317) 232-4164 MAP NTS :itrr>,t Iillw w��■ i■ 11 BENCHMARK DESCRIPTIONS: USC&GS BM X-42 1934 - A standard disc stamped "X-42 1934" set in the SW cor of a 2'x2' cone RR semaphone tower base located on the east side of abandoned R R, ±200' N of Main Street, ±15' W of centerline of 2nd Ave, ±100' S of 1 st Street N W (1929 Datum) ELEV 829 23' ACE TBM #30 - Chiselled "X" set In S side of lightpole base ® south side of the abandoned Kroger property ELEV 834 56' ACE TBM #60 - Chiselled "X" set in N bolt of a fire hydrant ® SW car of Autumn & Crescent Dr ELEV 83709' ACE TBM #61 - Chiselled "X" set in E bolt of a fire hydrant @ SW cor of 3rd Ave & Adams ELEV 83512' ACE TBM #62 - Chiselled "X" set in E bolt of a fire hydrant @ West side of 3rd Ave , ±600' South of Adams ELEV 833 06' OPERATING AUTHORITIES: Gas Telephone Indiana Gas Co , Inc Ameritech 1630 North Meridian Street 5858 North College Ave Indianapolis, IN 46202-1496 Indianapolis, Indiana 46220 800-777-2060 (317) 252-5005 Electric Telephone Public Service Indiana Energy } a r 410 Gradle Drive 1441 South Guilford Carmel, IN 46032 n n ITE (317) 839-9611 Cali Before U -Dig Water & Sewer Indiana Underground Plant Protection City of Carmel P 0 Box 50392 S Indianapolis, Indiana 46250 130 1 st Ave S W 1-800-382-5544 Carmel, IN 46032 Indiana Department of (317) 571-2648 Fire and Building Services Cable TV 402 West Washington Street Time Warner Cable Rm W264 516 East Carmel Drive Indianapolis, Indiana 46204 Carmel, Indiana 46032 (317) 232-4164 (317) 972-9700 A11/17/00 REISSUE :itrr>,t Iillw w��■ i■ 11 Date j J ^ �I{l� i+ waw 11/17/00 MSO w RLD co ISB � ww�� • f M w W FEMA MAP NTS OPERATING AUTHORITIES: Gas Telephone Indiana Gas Co , Inc Ameritech 1630 North Meridian Street 5858 North College Ave Indianapolis, IN 46202-1496 Indianapolis, Indiana 46220 800-777-2060 (317) 252-5005 Electric Telephone Public Service Indiana Energy AT&T Design Department 410 Gradle Drive 1441 South Guilford Carmel, IN 46032 Carmel, IN 46032 FOUNDATION DETAILS (317) 839-9611 Cali Before U -Dig Water & Sewer Indiana Underground Plant Protection City of Carmel P 0 Box 50392 Wastewater Department Indianapolis, Indiana 46250 130 1 st Ave S W 1-800-382-5544 Carmel, IN 46032 Indiana Department of (317) 571-2648 Fire and Building Services Cable TV 402 West Washington Street Time Warner Cable Rm W264 516 East Carmel Drive Indianapolis, Indiana 46204 Carmel, Indiana 46032 (317) 232-4164 (317) 972-9700 A11/17/00 REISSUE Fiber Optic McLeod USA 8888 Keystone Crossing Suite 600 Indianapolis, IN 46260 (800) 289-1900 SHEET INDEX: C100 rite H.u•a�l�w,��. REF SURVEY S101 FOUNDATION PLAN/SLAB PLAN S102 FOUNDATION PLAN S301 FOUNDATION DETAILS C101 SITE LAYOUT PLAN C102 fit, \ `��h tlr32dll��ar�i�:_1afI1111,��iGi�i/�� sa�wl C103 PLAZA LAYOUT PLAN .. j->s7il PLAZA GRADING PLAN C105 .t STrI•tn.tlt ►i:��3i� ll! :� �.� � s 1i► Mlfi► llr�4 r C106 LANDSCAPE PLAN Yi riidi:�ilUJ► !Tli .... �� .iii to a ��••�i i S.lids Space PiannM ga �•� � � �lle�1�Q �If►moi. � wl iw{wl tt�www ■ is � rl� 3a, FR j3a,F W- ■ t~w1 r:w �� M• Wopynght 1998 rsnaZanImf�'y�L: it iTf"�""� i r► l eKen...t). +tleele « dno+lw dl _aY rv,rse for NI 0«fem�mo. we aw7rpWm d trt. raper nada d dl « M fen 0 u..o. �,cd./ 4 1 ted U +nes mia.c- t«. stgD b¢.dr Iola riparia tar ttr. R•o.r aeeutn. ane oompgi.a d tM .r4. r� A11/17/00 REISSUE :itrr>,t Iillw w��■ i■ 11 Date Drawn By ^ �I{l� i+ waw 11/17/00 MSO w RLD co ISB � ww�� J M w W to Imo': rtiiw�l r.�l oil:_ .. . a �_i'�"i 9111111 a OG W r z Fm W WLU � LU W = r o Clyfr. Cal .s • rs i- v r�ZONING a MAFVNTS SHEET INDEX: C100 COVER SHEET REF SURVEY S101 FOUNDATION PLAN/SLAB PLAN S102 FOUNDATION PLAN S301 FOUNDATION DETAILS C101 SITE LAYOUT PLAN C102 GRADING PLAN C103 PLAZA LAYOUT PLAN C104 PLAZA GRADING PLAN C105 WALL ELEVATION/DETAILS C106 LANDSCAPE PLAN CITY COUNCIL MEMBERS: ROBERT BATTREALL RONALD CARTER KEVIN KIRBY JOHN KOVEN NORMAN RUNDLE LUCI SNYDER WAYNE WILSON 'DON'T DIG BLIND' 'IT' 5 THE LAW' .P.11.lYY.rir6q Y64 Gd 1-aw-3n-5544 2 wa*N Days Ware Tou Dig iJ Com' O Architects Engineers&lnteriors 9100 Keystone Crossing Suite 200 Indianapolis, Indiana 46240 317 848 7800 FAX 317 574 0957 Archliecture Engneering Land Planning Historic Architecture Landscape Architecture Interior Deaign Space PiannM Wopynght 1998 scope ,".>, aro .".daw tm g—dd ..a..f tm }� •'-'D ,:, n tb— d a0d t rd .tf.�1 conn.t Lira a 1!v .M41oq d tlr b ib g M. m p aWtK- turd drnanh .n/ tlr typ. d wmt.ad m.c..m- .d dKF fyriems Th. er.n.gs 00 ..t eKen...t). +tleele « dno+lw dl _aY rv,rse for NI 0«fem�mo. we aw7rpWm d trt. raper nada d dl « M fen 0 u..o. �,cd./ 4 1 ted U +nes mia.c- t«. stgD b¢.dr Iola riparia tar ttr. R•o.r aeeutn. ane oompgi.a d tM .r4. Reviaion� A11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD co J W a a OG W Z z Fm W WLU � LU W = o Clyfr. � a W >z a 0 ,J LLJ r. z 0 a a� a a W cc a W CO) Certdled By ,o` Ohl DO r E. `.3CeI Sheet No 10 1 of 10 Sheets Re No 99306 M a B I CD W } a I t6 I x � x x44 1 1 4" LANDSCAPE AREA'—G-- �9 CL ¢ c� t� ASPHALT y yp°' pA y y1 I x , ROLLED CURB o,S yryti' / i 126th STREET 61 ROLLED CURStt x-- x T C 832 43 7 INV E 828 95 STORM MANHOLE UNDERDRAINS GAS METER 0 INV S 829 6V INV N 829 6P CLEAN OUT a ELECTRIC TRANSFORMER Ld STORM SEWER V) TELEPHONE PEDESTAL O SANITARY SEWER i1 TELEPHONE MANHOLE O WATER LiNE rz ELECTRIC PEDESTAL 1f FIRE HYDRANT x / 1 i tK ASPHALT < �x x tv T C 833 24 / 4 1 I ABANDONED x j �f •- t T C 83271 FULL OF WATER 5 TOP WATER 832 71 T Cal T 1 yyry,`p ASPHALT`` 0�y1y x ( y \ CHAIR BACK CURB �ti. ti 511pti IN, T C 832 91 2 ��,1�1"�- x y� INV S 82959 0 36� P a °<1 0 x wv 2A --_ ry A TC 833 653 *1 - INV W 825 65 yti��x12�'RCP �t INV NW 828 76 IL INV N 825 66� �• 'HOLEY MOLEr 1-800-382-5544 CALL TOLL FREE m i V U� f a T I �t f �I .11 l i aq l � X 1 , I ! i � ! I I I i I l � U c I L TI 10" PVC - ----- - - -ss-.�-SS-- T C 831 44 416 —17)T C 831 59 INV E 826 02 / Q ` JINV N 827 20 INV S 825 99 > INV W 826 65 a. rtK� UKMINU AN 15 ULN i LK w0agi ❑ STORM WATER INLET eti x a EXISTING SPOT ELEVATION 0 STORM MANHOLE ® GAS METER 0 SANITARY MANHOLE ® ELECTRIC METER G CLEAN OUT a ELECTRIC TRANSFORMER --'SD-- STORM SEWER C3 TELEPHONE PEDESTAL -mss-- SANITARY SEWER 0 TELEPHONE MANHOLE --w----w--- WATER LiNE ® ELECTRIC PEDESTAL 1f FIRE HYDRANT IN TRAFFIC SIGNAL BOX GAS VALVE 4- TELEPHONE MARKER ®v 0 WATER VALVE VM SIGN wv > of ® WATER METER 14-0 DECIDUOUS TREE & SIZE - - — POWER POLE - - - - - --WOOD- FENCE - - - - — "- - aO n 0? POWER POLE WIRE FENCE x 000 STRAIN OR SIGNAL POLE I CHAIN LINK FENCE a UGE UNDERGROUND ELECTRIC UNE 0 IRON PIN OR REBAR FOUND UGC UNDERGROUND TV CABLE 0 IRON PIN OR REBAR W/CAP FOUND UGT UNDERGROUND TELEPHONE ® PK NAIL FOUND FO FIBER OP7iC LINE O RAILROAD SPIKE FOUND G GAS LINE REBAR WITH CAP SET STORM STRUCTURE NUMBER PK NAIL SET !`1 j SANITARY SEWER STRUCTURE NUMBER TBM 1 TEMPORARY BENCH MARK TC TOP OF CASTING DESCRIPTION A part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana, described as follows Commencing at the brass plug found at the northeast corner of said quarter section, said corner being North 00 degrees 13 minutes 54 seconds West 2,648 02 feet, measured along the east line of said quarter section, from the brass plug found at the southeast corner of said quarter section, thence South 89 degrees 12 minutes 13 seconds West 77340 feet along the north line of said quarter section to the west line of the right-of-way of the former Marion Railway and the POINT OF BEGINNING of this description thence South 00 degrees 51 minutes 54 seconds East 9819 feet along said west line, thence South 73 degrees 42 minutes 04 seconds West 108 74 feet, thence South 84 degrees 02 minutes 57 seconds West 200 99 feet, thence North 56 degrees 03 minutes 13 seconds West 48 71 feet, thence North 17 degrees 28 minutes 31 seconds West 52 20 feet, thence North 00 degrees 23 minutes 08 seconds West 6755 feet to the north line of said quarter section, thence North 89 degrees 12 minutes 13 seconds East 359 37 feet along said north fine to the POINT OF BEGINNING and containing 1 049 acres, more or less The bearings in this description are based upon the east line of said quarter section having a bearing of North 00 degrees 13 minutes 54 seconds West ZONING THE SITE IS CURRENTLY ZONED 1-1 (INDUSTRIAL) SETBACK LINES SHOWN ARE BASED UPON YARD REQUIREMENTS OF 1-1 ZONING NOTE AT THE DATE OF FIELD INSPECTION NUMEROUS PORTIONS OF THE CURRENT ROAD IMPROVEMENT PROJECT WERE INCOMPLETE - - - - ---BENCHMARK CP 1308 BRASS PLUG ® INTERSECTION 126th ST & CRESCENT DR ELEV 834 47 TBM RR SPIKE IN NORTH SIDE OF TELEGRAPH POLE 10' EAST AND 27' SOUTH OF NORTHEAST PROPERTY CORNER ELEV 829 37 UTILITIES GAS WATER & SEWER INDIANA GAS CO, INC CITY OF CARMEL 1630 N MERIDAN ST 130 1ST AVE SW INDIANAPOLIS, IN 46202-1496 CARMEL, IN 46032 800-777-2060 571-2648 ELECTRIC CABLE TV PSI ENERGY TIME WARNER CABLE 1441 S GUILFORD 516 E CARMEL DR CARMEL, IN 46032 CARMEL, IN 46032 839-9511 972-9700 TELEPHONE CABLE TV AMERITECH AT&T 5858 N COLLEGE AVE 410 GRADLE DR INDIANAPOLIS, IN 46220 CARMEL, IN 45032 252-5005 S 89'12'13" W 773 40' 25 T C 83105 FULL OF WATER TOP OF WATER 82815 NO PIPES VISfBLE y1 0a dry 830 -_ 1 1h �1134 /2R TOP OF WATER 82813 / � 1 NO SCALE 1"=20' 0 20 40 NORTHEAST CORNER NORTHEAST QUARTER SEC 36,T18N,R3E BRASS PLUG FOUND 0 IM a 0 ■ CO W wQ > =)Z M CLQ D 0wCO o1 SOUTHEAST CORNER = > Z U NORTHEAST QUARTER 65 Q SEC 36, T 18 N, R 3 E REPORT OF SURVEY BRASS PLUG FOUND W The premises are a part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana In particular the premises are part of that property described in the Affidavit subscribed and sworn to by Helen Moffitt Mueller as recorded in Miscellaneous Record 48, pages 462 and 463, in the Office of the Recorder of '�'"' ��♦ Hamilton County The bearings in this survey are based upon the east line of said quarter section having an assumed bearing of North 00 degrees 13 minutes 54 seconds West In accordance with Rule 12 of Tittle 865 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties Old of the location of lines and comers established on this survey as a result of the availability and condition of reference monuments, inconsistencies in occupation or possession lines, discrepancies or ambiguities in record descriptions and plats, and random errors in measurements (Theoretical Uncertainty) Refer to the face of this survey for additional information regarding this discussion AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS A brass plug was recovered at the southeast and northeast comers of said quarter section The location of the N monuments agrees well with references provided by the Hamilton County Surveyors office The uncertainty associated with these monuments is estimated to be no more than 06 feet (radial) No monument was recovered at the northwest corner of said quarter section although the plat for Carmel Science & Technology Paris indicates that the corner was at one time marked by a stone Monuments found along the north and west lines of said quarter section were used to reestablish the corner's position In particular, the iron pin recovered at the southern terminus of the center line of Wilson Drive was held to be on the north line of said quarter section Two other center line monuments (Crescent and Atherton Drives) were found and their location relative to the north line reinforces this determination Several monuments and a fence were found along the west line of said quarter section and these items were used to locate said west line The intersection of the north and west line was used as the quarter section comer location The uncertainty associated with this determination is estimated to be no more than 1 0 foot - iNCONSISTENCIES IN OCCUPATION OR POSSESSION LINES No inconsistencies in occupation lines were found in the course of this survey DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND -PLATS The description contained in Moffitt's Affidavit is antiquated but sufficient to locate the property if used in conjunction with deeds for sales from the Moffitt property made subsequent to this affidavit The description of the subject tract is a newly created division of the parent tract THEORETICAL UNCERTAINTY Due to random errors in measurement, the theoretical uncertainty in position of the comers of this survey are within the specifications for a Class "B" Survey as defined in the above mentioned code CERTIFICATION I, Ryan C Wisehart, a licensed Surveyor, registered in the State of Indiana, certify that this survey was performed under my direct supervision and according to the standards customarily afforded such surveys and survey professionals this survey complies with Rule 12 of Title 865 of the Indiana Administrative Code i further certify that the within described real estate lies within that Special Flood Hazard Zone "C" as shown on Panel Number 180081 0008 C of the Federal Emergency Management Agency's Flood Insurance Rate Map, dated May 29, 1981 sss SHEET NO Certified this 14th day of May, 1999 'D;a�� WOOLPERT LLP - bgi Wisehart 1 OF 1 red Land Surveyor No 29500002 aoc000of Indiana N 0 C-4 N 0) a LO O d0O- N (I 00 Zo C tl UCS -J� — O �- VM u7 > of W u7 W n- 0? s -- 000 I 0 d- CD N Ice Y. a°.L0cW O ■ CO W wQ > =)Z M CLQ D 0wCO o1 SOUTHEAST CORNER = > Z U NORTHEAST QUARTER 65 Q SEC 36, T 18 N, R 3 E REPORT OF SURVEY BRASS PLUG FOUND W The premises are a part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana In particular the premises are part of that property described in the Affidavit subscribed and sworn to by Helen Moffitt Mueller as recorded in Miscellaneous Record 48, pages 462 and 463, in the Office of the Recorder of '�'"' ��♦ Hamilton County The bearings in this survey are based upon the east line of said quarter section having an assumed bearing of North 00 degrees 13 minutes 54 seconds West In accordance with Rule 12 of Tittle 865 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties Old of the location of lines and comers established on this survey as a result of the availability and condition of reference monuments, inconsistencies in occupation or possession lines, discrepancies or ambiguities in record descriptions and plats, and random errors in measurements (Theoretical Uncertainty) Refer to the face of this survey for additional information regarding this discussion AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS A brass plug was recovered at the southeast and northeast comers of said quarter section The location of the N monuments agrees well with references provided by the Hamilton County Surveyors office The uncertainty associated with these monuments is estimated to be no more than 06 feet (radial) No monument was recovered at the northwest corner of said quarter section although the plat for Carmel Science & Technology Paris indicates that the corner was at one time marked by a stone Monuments found along the north and west lines of said quarter section were used to reestablish the corner's position In particular, the iron pin recovered at the southern terminus of the center line of Wilson Drive was held to be on the north line of said quarter section Two other center line monuments (Crescent and Atherton Drives) were found and their location relative to the north line reinforces this determination Several monuments and a fence were found along the west line of said quarter section and these items were used to locate said west line The intersection of the north and west line was used as the quarter section comer location The uncertainty associated with this determination is estimated to be no more than 1 0 foot - iNCONSISTENCIES IN OCCUPATION OR POSSESSION LINES No inconsistencies in occupation lines were found in the course of this survey DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND -PLATS The description contained in Moffitt's Affidavit is antiquated but sufficient to locate the property if used in conjunction with deeds for sales from the Moffitt property made subsequent to this affidavit The description of the subject tract is a newly created division of the parent tract THEORETICAL UNCERTAINTY Due to random errors in measurement, the theoretical uncertainty in position of the comers of this survey are within the specifications for a Class "B" Survey as defined in the above mentioned code CERTIFICATION I, Ryan C Wisehart, a licensed Surveyor, registered in the State of Indiana, certify that this survey was performed under my direct supervision and according to the standards customarily afforded such surveys and survey professionals this survey complies with Rule 12 of Title 865 of the Indiana Administrative Code i further certify that the within described real estate lies within that Special Flood Hazard Zone "C" as shown on Panel Number 180081 0008 C of the Federal Emergency Management Agency's Flood Insurance Rate Map, dated May 29, 1981 sss SHEET NO Certified this 14th day of May, 1999 'D;a�� WOOLPERT LLP - bgi Wisehart 1 OF 1 red Land Surveyor No 29500002 aoc000of Indiana N C-4 O Q a LO O d0O- N 00 C D UCS -J� — O �- -Op LO N u7 W n- 0? s -- 000 I O d- CD N r, X O Z: � r- 4 n LL. ■ CO W wQ > =)Z M CLQ D 0wCO o1 SOUTHEAST CORNER = > Z U NORTHEAST QUARTER 65 Q SEC 36, T 18 N, R 3 E REPORT OF SURVEY BRASS PLUG FOUND W The premises are a part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana In particular the premises are part of that property described in the Affidavit subscribed and sworn to by Helen Moffitt Mueller as recorded in Miscellaneous Record 48, pages 462 and 463, in the Office of the Recorder of '�'"' ��♦ Hamilton County The bearings in this survey are based upon the east line of said quarter section having an assumed bearing of North 00 degrees 13 minutes 54 seconds West In accordance with Rule 12 of Tittle 865 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties Old of the location of lines and comers established on this survey as a result of the availability and condition of reference monuments, inconsistencies in occupation or possession lines, discrepancies or ambiguities in record descriptions and plats, and random errors in measurements (Theoretical Uncertainty) Refer to the face of this survey for additional information regarding this discussion AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS A brass plug was recovered at the southeast and northeast comers of said quarter section The location of the N monuments agrees well with references provided by the Hamilton County Surveyors office The uncertainty associated with these monuments is estimated to be no more than 06 feet (radial) No monument was recovered at the northwest corner of said quarter section although the plat for Carmel Science & Technology Paris indicates that the corner was at one time marked by a stone Monuments found along the north and west lines of said quarter section were used to reestablish the corner's position In particular, the iron pin recovered at the southern terminus of the center line of Wilson Drive was held to be on the north line of said quarter section Two other center line monuments (Crescent and Atherton Drives) were found and their location relative to the north line reinforces this determination Several monuments and a fence were found along the west line of said quarter section and these items were used to locate said west line The intersection of the north and west line was used as the quarter section comer location The uncertainty associated with this determination is estimated to be no more than 1 0 foot - iNCONSISTENCIES IN OCCUPATION OR POSSESSION LINES No inconsistencies in occupation lines were found in the course of this survey DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND -PLATS The description contained in Moffitt's Affidavit is antiquated but sufficient to locate the property if used in conjunction with deeds for sales from the Moffitt property made subsequent to this affidavit The description of the subject tract is a newly created division of the parent tract THEORETICAL UNCERTAINTY Due to random errors in measurement, the theoretical uncertainty in position of the comers of this survey are within the specifications for a Class "B" Survey as defined in the above mentioned code CERTIFICATION I, Ryan C Wisehart, a licensed Surveyor, registered in the State of Indiana, certify that this survey was performed under my direct supervision and according to the standards customarily afforded such surveys and survey professionals this survey complies with Rule 12 of Title 865 of the Indiana Administrative Code i further certify that the within described real estate lies within that Special Flood Hazard Zone "C" as shown on Panel Number 180081 0008 C of the Federal Emergency Management Agency's Flood Insurance Rate Map, dated May 29, 1981 sss SHEET NO Certified this 14th day of May, 1999 'D;a�� WOOLPERT LLP - bgi Wisehart 1 OF 1 red Land Surveyor No 29500002 aoc000of Indiana STRUCTURAL NOTES GENERAL 1 THE GENERAL CONTRACTOR SHALL REVIEW AND CONFIRM THAT DIMENSIONS ARE COORDINATED BETWEEN CML AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION 2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS, AND OTHER PEOPLE DURING CONSTRUCTION HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION 3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH 4 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES 5 ALL SUBMITTAL SETS SHALL CONSIST OF 1 SEPIA AND 2 BLUE LINES, OR A MAXIMUM OF 5 BLUE LINES, ANY ADDITIONAL BLUE LINES WILL BE DISCARDED 6 ANY SUBMITTALS RECEIVED BY CSO THAT HAVE NOT BEEN CHECKED BY THE GC AND HIS SUBCONTRACTOR SHALL BE RETURNED WITHOUT REVIEW 7 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL OR SIMILAR —UNLESS- ANOTHER- SECTION- OR DETAIL IS -NOTED— — -- --- 8 WHEN REFERENCE IS MADE TO SPECIALTY DESIGN WORK TO BE PERFORMED BY AN ENGINEER, THE ENGINEER SHALL BE REGISTERED IN THE SAME STATE AS THE PROJECT 9 THE CONTRACTOR SHALL ENGAGE A CERTIFIED TESTING AGENCY TO PERFORM ALL INDUSTRY STANDARD TESTING REQUIRED FOR THE STRUCTURAL PORTION OF THIS PROJECT DESIGN CRITERIA 1 ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE 1997 UNIFORM BUILDING CODE (UBC) WITH THE 1998 STATE OF INDIANA AMMENDM£NTS 2 DESIGN LOAD VALUES SEE DESIGN CRITERIA TABLES & SPECIAL NOTES 3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE APPLICABLE BLDG CODE 4 EVERY REASONABLE EFFORT HAS BEEN MADE TO INSURE COORDINATION BETWEEN THESE DRAWINGS AND THE BOUND STRUCTURAL SPECIFICATIONS SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR SHALL REQUEST, IN WRITING, A CLARIFICATION IN THE ABSENCE OF SUCH WRITTEN CLARIFICATION, THE SPECIFICATIONS SHALL GOVERN CONSTRUCTION OF THE STRUCTURAL PORTION OF THIS PROJECT DEMOLITION 1 THE CONTRACTOR SHALL TEMPORARILY BRACE AND/Oft SHORE EXISTING AND NEW CONSTRUCTION AS REQUIRED TO ENSURE THAT STRUCTURAL STABILITY IS NOT COMPROMISED BRACING AND/OR SHORING SHALL REMAIN IN PLACE UNTIL THE STRUCTURAL WORK IS COMPLETE AND HAS BEEN INSPECTED BY A TESTING AGENCY AND IS CERTIFIED TO BE IN SUBSTANTIAL COMPLIANCE W/ PLANS AND SPECIFICATIONS 2 CONTRACTOR SHALL SUBMIT, FOR CSO ENGINEER'S APPROVAL, A SHORING PLAN WITH SECTIONS AND CALCULATIONS SIGNED AND SEALED BY AN ENGINEER 3 ALL SHORING SHALL REMAIN IN PLACE UNTIL REINFORCING AND STRUCTURAL ELEMENTS ARE IN PLACE AND IN CONFORMANCE WITH PLANS AND SPECS FOUNDATIONS 1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SOIL DENSITY TESTS TO ENSURE CONFORMANCE WITH GEOTECHNICAL SOILS REPORT SUBMIT REPORTS TO CSO 2 CONTRACTOR, IN CONJUNCTION WITH GEOTECHNICAL FIELD REPRESENTATIVE, SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS ARE DISCOVERED DURING EXCAVATION WHICH WOULD PREVENT ATTAINMENT OF THE DESIGN SOIL PRESSURE RECOMMENDED BY THE SOILS REPORT 3 FOUNDATIONS DESIGN VALUES - SEE FOUNDATION PLAN NOTES 4 ALL FOUNDATION SIDES SHALL BE ASSUMED TO BE FORMED, NOT CAST AGAINST SOILS UNO ON PLANS AND SECTIONS FOR FOOTINGS AND GRADE BEAMS FORMED AGAINST EARTH, ADD 4" TO WIDTH AND 2" TO DEPTH CONCRETE AND REINFORCING 1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS SUBMIT REPORTS TO ARCHITECT/ENGINEER 2 CONCRETE WORK SHALL CONFORM TO ACI 301 ( LATEST EDITION) SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS 3 ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH AS FOLLOWS 4 CONCRETE MIX DESIGN SUBMITTALS 1 EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (e g FOUNDATIONS, SLAB -ON -GRADE, COLUMNS, etc) FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS 2 PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301 PROVIDE SUPPORTING DATA IN TABULAR FORM FOR EACH SEPARATE PROPOSED MIX 3 SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE 5 REBAR SHALL CONFORM TO ASTM -615 GRADE 60 REBAR IDENTIFIED TO HAVE WELDED CONNECTIONS TO BE ASTM- GRADE 60 WELDED WIRE FABRIC WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 LAP WELDED FABRIC ONE MESH + 2" WHERE SPLICED UNO ON PLANS 6 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNO ON PLANS WELDED WIRE FABRIC 8" ALL OTHER 36 DIA (12" MIN) 7 REINFORCEMENT IN WALLS, -FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 36 BAR DIA AT SPLICE UNO HOOK AND LAP ALL CORNER AND INTERSECTING BARS (SEE TYPICAL REINFORCEMENT DEVELOPMENT DETAIL) 8 CONTINUOUS TOP BARS SHALL BE SPLICED AT MID -SPAN CONTINUOUS BOTTOM BARS SHALL BE SPLICED -AT -CENTERLINE OF SUPPORTS (OR AS SHOWN -ON - TYPICAL DETAILS) 9 AT CHANGES IN DIRECTION OF CONCRETE WALLS AND STRIP FOOTINGS, PROVIDE CORNER BARS AT SAME SIZE AND SPACING AS HORIZONTAL BARS (REFER TO DETAIL ON DRAWINGS) 10 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT MIN COVER A 28 DAY 3" MAX EXPOSED TO EARTH STRENGTH SLUMP AGGREGATE LOCATION (PSI) (IN) (IN) FOUNDATIONS 3000 PSI 4"+/-1" 1 1/2" SLAB -ON -GRADE 9200 9000 GROUND 4" SLAB 4000 PSI 4"+/-1" 1 1/2" 5' AND THICKER 4000 PSI 4"+/-1" 1 1/2" BEAMS, COLUMNS, PIERS, CAPS 4000 PSI 4"+/-1" 1 1/2' WALLS 4000 PSI 4"+/-l" 1 1/2" 4 CONCRETE MIX DESIGN SUBMITTALS 1 EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (e g FOUNDATIONS, SLAB -ON -GRADE, COLUMNS, etc) FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS 2 PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301 PROVIDE SUPPORTING DATA IN TABULAR FORM FOR EACH SEPARATE PROPOSED MIX 3 SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE 5 REBAR SHALL CONFORM TO ASTM -615 GRADE 60 REBAR IDENTIFIED TO HAVE WELDED CONNECTIONS TO BE ASTM- GRADE 60 WELDED WIRE FABRIC WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 LAP WELDED FABRIC ONE MESH + 2" WHERE SPLICED UNO ON PLANS 6 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNO ON PLANS WELDED WIRE FABRIC 8" ALL OTHER 36 DIA (12" MIN) 7 REINFORCEMENT IN WALLS, -FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 36 BAR DIA AT SPLICE UNO HOOK AND LAP ALL CORNER AND INTERSECTING BARS (SEE TYPICAL REINFORCEMENT DEVELOPMENT DETAIL) 8 CONTINUOUS TOP BARS SHALL BE SPLICED AT MID -SPAN CONTINUOUS BOTTOM BARS SHALL BE SPLICED -AT -CENTERLINE OF SUPPORTS (OR AS SHOWN -ON - TYPICAL DETAILS) 9 AT CHANGES IN DIRECTION OF CONCRETE WALLS AND STRIP FOOTINGS, PROVIDE CORNER BARS AT SAME SIZE AND SPACING AS HORIZONTAL BARS (REFER TO DETAIL ON DRAWINGS) 10 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT MIN COVER A CONCRETE CAST AGAINST AND PERMANENTLY 3" f'c = 4000 psi EXPOSED TO EARTH (IN) B CONCRETE EXPOSED TO EARTH OR WEATHER 1/2" 2 1/4' #6 THRU #18 BARS 1/2" 5450 #5 BAR, W31 OR D31 WIRE AND SMALLER 1 C CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH 9200 9000 GROUND Live Load 1 6" SLABS, WALLS, JOISTS 9200 9500 #14 AND #18 BARS 1 1/2" 2 3/4" #11 BARS AND SMALLER 3/4" D BEAMS COLUMNS — 1_-1/2~ 4" PRIMARY REINF, TIES, STIRRUPS, SPIRALS 14200 MECHANICAL FASTENERS 1 EXPANSION ANCHORS SHALL BE "RAWL-STUD" BY RAWL OR "TRUBOLT" BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED EQUAL 2 ADHESIVE ANCHORS SHALL BE "FOIL -FAST" BY RAWL OR "EPCON" BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED EQUAL 3 MASONRY SCREWS SHALL BE "TAPPERS" BY RAWL OR 'TAPCON" BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED EQUAL 4 POWDER ACTUATED FASTENERS (PAF) SHALL BE BY ITW` RAMSET/REDHEAD, HILTI OR ENGINEER APPROVED EQUAL 5 CARBON STEEL EXPANSION ANCHORS SHALL HAVE A ONE PIECE ANCHOR BODY WITH A LENGTH IDENTIFICATION CODE THE ANCHORS SHALL HAVE AN EXPANSION MECHANISM WHICH CONSISTS OF A PAIR OF INTERLOCKING INDEPENDENT WEDGES CARBON STEEL COMPONENTS SHALL BE PLATED ACCORDING TO ASTM SPECIFICATION B 6 33 EXPANSION ANCHORS MUST MEET THE DESCRIPTION IN FEDERAL SPECIFICATION FF -8-325 FOR CONCRETE EXPANSION ANCHORS 6 EXPANSION/ADHESIVE SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS 7 EXPANSION ANCHORS SHALL HAVE A MINIMUM ULTIMATE TENSILE AND SHEAR LOADS (LBS) AS SHOWN IN SCHEDULE BELOW STRUCTURAL STEEL 1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS SUBMIT REPORTS TO CSO 2 STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS, 9th EDITION THE ALLOWABLE STRESS DESIGN MANUAL 3 STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B Fy=46kst WIDE FLANGE BEAM SECTIONS ARE ASTM A572 GR 50 STEEL COLUMNS ARE ASTM A572 GR 50 STEEL PIPE SHALL CONFORM TO ASTM A53 Fy=35 ksi ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 4 BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED 5 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY WELDING ELECTRODES SHALL BE E70XX-LOW HYDROGEN FOR SHIELD AND METAL ARC WELDING 6 SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES 7 ALL WELDED CONNECTIONS SHALL BE 1/4' FILLET ALL AROUND, UNO ALL BOLTED CONNECTIONS SHALL BE 3/4" DIAMETER A325 BOLTS, UNO 8 ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED UNO ON PLANS OR IN SPECIFICATIONS TO RECEIVE ZINC RICH PRIMERS 1 6 - iC ^- - - -- -- - - - - - — i 5301 --—KEY—1 - — - (---- -- - -- - -- - -- l — -- --- - --- -- �- — - —( - K rr- -� —I c15 Q I I a Cq to 11 I S301 I ( (PREPARE SUBGRADE PER NOTE 2 N ` _ — 1 I l ( l l I L JJOIST EMBEDS I — (5) EQUAL SPACES TYPICAL=23 -0 } 3 — LL_ Ra 5301 I % � Q n 0 n,c SLEEVE I I Q w N 1 I X N I I I I I 1 v =Q 1 °° +0. I I o � - I I F3 7 L rt I ' U-) �I I l ( 6 -D" 10 I 53D1 =o I IIYP BRACE I l F3 T WALL r F3 F3 F 3 6 — r• 99'-7" r -f r _ r I s301 KEY LtJ LtJ L.1_ J EMBEDMENT f'c = 3000 psi f'c = 4000 psi DIA (IN) TENSILE SHEAR TENSILE SHEAR 1/2" 2 1/4' 4925 7360 5450 7360 3 1/2" 8000 9200 9000 9200 Live Load 1 6" 8650 9200 9500 9200 5/8" 2 3/4" 7000 11500 8000 11500 4" 10670 14200 12350 14200 7" 13000 14200 14000 14200 3/4" 3 1/4" 8700 15500 10000 15500 Partitions 4 3/4" 15500 19200 18000 19200 4 8" 18500 19200 22000 19200 1" 4 1/2" 15200 28500 17500 30500 0 6" 22500 34500 26500 34500 0 9" 28750 34500 32500 34500 STRUCTURAL STEEL 1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS SUBMIT REPORTS TO CSO 2 STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS, 9th EDITION THE ALLOWABLE STRESS DESIGN MANUAL 3 STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B Fy=46kst WIDE FLANGE BEAM SECTIONS ARE ASTM A572 GR 50 STEEL COLUMNS ARE ASTM A572 GR 50 STEEL PIPE SHALL CONFORM TO ASTM A53 Fy=35 ksi ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 4 BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED 5 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY WELDING ELECTRODES SHALL BE E70XX-LOW HYDROGEN FOR SHIELD AND METAL ARC WELDING 6 SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES 7 ALL WELDED CONNECTIONS SHALL BE 1/4' FILLET ALL AROUND, UNO ALL BOLTED CONNECTIONS SHALL BE 3/4" DIAMETER A325 BOLTS, UNO 8 ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED UNO ON PLANS OR IN SPECIFICATIONS TO RECEIVE ZINC RICH PRIMERS 1 6 - iC ^- - - -- -- - - - - - — i 5301 --—KEY—1 - — - (---- -- - -- - -- - -- l — -- --- - --- -- �- — - —( - K rr- -� —I c15 Q I I a Cq to 11 I S301 I ( (PREPARE SUBGRADE PER NOTE 2 N ` _ — 1 I l ( l l I L JJOIST EMBEDS I — (5) EQUAL SPACES TYPICAL=23 -0 } 3 — LL_ Ra 5301 I % � Q n 0 n,c SLEEVE I I Q w N 1 I X N I I I I I 1 v =Q 1 °° +0. I I o � - I I F3 7 L rt I ' U-) �I I l ( 6 -D" 10 I 53D1 =o I IIYP BRACE I l F3 T WALL r F3 F3 F 3 6 — r• 99'-7" r -f r _ r I s301 KEY LtJ LtJ L.1_ J s3o1 I �5 EMBED I -----I-------- -------- W— T— TEL=+$7'-0" —-------- 2 lA S301 5301 8 10 0 i 5301 5301 � 10 4'-S' NWIEMBED WALL + + 16'-d 0 EMBED DETAIL 7/S301 ( EMBED DETAIL 8/S301 11' DEEP BRICK LEDGE PARTIAL FOUNDATION SCALE 1/8" = 1'-0' FOUNDATION SCHEDULE MARK SIZE (L x W x D) REINFORCING REMARKS F3 3'-0"x3'-O"x2'-6" (3) #4 EW BOTTOM T/FTG EL=+830'-0' DEADMAN ANCHOR FOR BRACING WF2 25 CONT x2' -3"x1'-0" (3) #5 CONT BOTTOM MACHINE ROOMS A MECHANICAL ROOMS Live Load 1 20 100 0 15 Snow Load 5 20 + 5 - FOUNDATION -DESIGN INFORMATION: NET ALLOWABLE SOIL BEARING PRESSURE = 3,000 PSF PER SOILS REPORT PREPARED BY EARTH EXPLORATION, DESIGNATED REPORT #1-5752, DATED 11/15/1999 INC s3o1 I �5 EMBED I -----I-------- -------- W— T— TEL=+$7'-0" —-------- 2 lA S301 5301 8 10 0 i 5301 5301 � 10 4'-S' NWIEMBED WALL + + 16'-d 0 EMBED DETAIL 7/S301 ( EMBED DETAIL 8/S301 11' DEEP BRICK LEDGE PARTIAL FOUNDATION SCALE 1/8" = 1'-0' NORTH 'J 87'-4" I COORDINATE KEf LOCATION W/ RELATED Rr fAINWG WALL LOCATION FOUNDATION NOTES 1 UNCONTROLLED FILL EXISTS IN SEVERAL AREAS AT THIS SITE BELOW EXISTING GRADE T/WALL FTG=+87'-O' UNO T/WALL=+99'-7" UNO T/SLAB BASEMENT FLOOR=+88'-O" UNO T/SLAB FIRST FLOOR=+100'-0" UNO (SEE CIVIL FOR ACTUAL) 2 FLOOR SLAB AREA SUBGRADE PREPARATION AT THE BUILDING PAD EXCAVATIONS MUST BE CUT TO MINIMUM OF 1'-0" BELOW INDICATED FINISHED FLOOR DENSIFY SUBGRADE WITH LARGE RUBBER TIRED EQUIPMENT, DO NOT COMPACT WITH TRACKED EQUIPMENT PROOF ROLL THE PAD AFTER COMPACTION AND VERIFY CQNDITON WITH GEOTECHNICAL ENGINEER IF PROOFROLLING DOES NOT STABILIZE EXISTING SUBGRADE EXCAVATE EXISTING SUBGRADE PER RECOMMENDATIONS OF GEOTECHNICAL ENGINEER COMPACT LIFTS OF APPROVED FILL MATERIAL TO 95% MAX DRY DENSITY PER ASTM D1557 (MODIFIED PROCTOR) IN LIFTS NOT TO EXCEED 8" IN LOOSE THICKNESS 3 FOUNDATION PREPARATION UNDERCUT SUBGRADE BELOW FOUNDATIONS TO FIRM SUBGRADE, VERIFY SUBGRADE CAPACITY WITH GEOTECHNICAL ENGINEER AT CONDITIONS WHERE SUITABLE BEARING IS NOT ACHIEVED OVER -EXCAVATE FOUNDATION TO SUITABLE SUBGRADE AND FILL AND -COMPACT -PER DETAIL 5/S301 COMPACT LIFTS OF APPROVED FILL MATERIAL TO 95% MAX DRY DENSITY PER ASTM D1557 (MODIFED PROCTOR) IN LIFTS NOT TO EXCEED 8" IN LOOSE THICKNESS UP TO FOUNDATION BEARING ELEVATION 4 CONTRACTOR-iS-TO PROVIDE AND INSTALL BRACING SYSTEMS -INDICATED AS PART OF THIS WORK BRACING SYSTEM HAS BEEN DESIGNED FOR DESIGN WIND PRESSURES (50 YR) TO MATCH LOCAL CONDITIONS COST OF BRACING & DEADMAN ANCHORS TO BE IDENTIFIED AS AN 'ADD' ALTERNATE 1�! 1 `•ti's �:� a�r� 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317 848 7800 FAX 317 574 0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning` Surveying @Copyright 1998 Scope fi..e dr .4= inbaate n" 4enerd eeepe d the v:;t n tarol d aRnd.aead 4"V conuPt. Drawings n,..1.m,�ae" d the b--- the mope er"Atea— twd e4nKde and T ts'D� of SbUdurd m.cha Cal elaetrtad ent.m. 11» dramnp do not ruxes.ontj rid a or dna to a0 .art mvulr=d for fu= pMom+ane and wmpk;4ms d tha mqure— m.nie d iM Contrast On the boi of the 4=n�al soap. ad or rzkm des=bed U= Vade cadrx— tu'. MW fame• of unma requrcd for the proper exeeuun and mrVaban of a+e .mk Revisions a11/17/00 REISSUE Date Drawn By Checked By 11/17/00 JCK JRH z Q M m CL O__ � J p� C0 z 0 U F Z 0 z M �I 0 Um 1QUilitslittr�f� � nq �+<��,(�• , � ` ��„+�,/,�;''�� 200 ! =� 19400210 t� •c STA OF , Certified By Certified By Sheet No Of Sheets File No 99306 DESIGN BASIS GRAVITY LOADS PSF Grovily Load Types ROOF FLOORS 2 MACHINE ROOMS A MECHANICAL ROOMS Live Load 1 20 100 0 15 Snow Load 5 20 + 5 0 0 0 Lave Load Subtotals 25 150 0 0 Partitions 0 20 0 0 SS ROOF Insulation 4 0 0 0 Steel Decks 22 o Woad Decks 20 0 0 0 Slabs va 0 50 0 X 50 Framing Weight 3 3 3 0 0 Ceilings 3 20 3 0 0 Electncal La hts 3 1 1 0 0 Mechanical Ducts (3 4) 3 3 0 0 Sprinklers 3 3 3 0 0 Fre Proofing 3 0 0 0 0 Misc Suspended Items 5 5 0 0 Dead Load Subtotals 25 891 1 TOTAL SYSTEM LOADS 501 189 150 I- Typical roof and floor live loads are considered reducible by tributary area except where LL>100 sf 2- Corridors Exits Com uter Rooms Floor bve Loads =100 sf are not -reducible - _--- 3- Dead load allowances 4- Allowance for 250 Ib remote mechanical units suspended at vanous areas 5- Code requirement 20 psf + drift and/or icing LATERAL LOADS 1PARAMETERS - - - -- -- - - - - - - -- - -- WIND UBC 97 IAC 98 V= 75 MPH 1= 10 EXPOSURE 'B' SEISMIC ZONE=1 SOIL = Sc STATIC PROCEDURE NORTH 'J 87'-4" I COORDINATE KEf LOCATION W/ RELATED Rr fAINWG WALL LOCATION FOUNDATION NOTES 1 UNCONTROLLED FILL EXISTS IN SEVERAL AREAS AT THIS SITE BELOW EXISTING GRADE T/WALL FTG=+87'-O' UNO T/WALL=+99'-7" UNO T/SLAB BASEMENT FLOOR=+88'-O" UNO T/SLAB FIRST FLOOR=+100'-0" UNO (SEE CIVIL FOR ACTUAL) 2 FLOOR SLAB AREA SUBGRADE PREPARATION AT THE BUILDING PAD EXCAVATIONS MUST BE CUT TO MINIMUM OF 1'-0" BELOW INDICATED FINISHED FLOOR DENSIFY SUBGRADE WITH LARGE RUBBER TIRED EQUIPMENT, DO NOT COMPACT WITH TRACKED EQUIPMENT PROOF ROLL THE PAD AFTER COMPACTION AND VERIFY CQNDITON WITH GEOTECHNICAL ENGINEER IF PROOFROLLING DOES NOT STABILIZE EXISTING SUBGRADE EXCAVATE EXISTING SUBGRADE PER RECOMMENDATIONS OF GEOTECHNICAL ENGINEER COMPACT LIFTS OF APPROVED FILL MATERIAL TO 95% MAX DRY DENSITY PER ASTM D1557 (MODIFIED PROCTOR) IN LIFTS NOT TO EXCEED 8" IN LOOSE THICKNESS 3 FOUNDATION PREPARATION UNDERCUT SUBGRADE BELOW FOUNDATIONS TO FIRM SUBGRADE, VERIFY SUBGRADE CAPACITY WITH GEOTECHNICAL ENGINEER AT CONDITIONS WHERE SUITABLE BEARING IS NOT ACHIEVED OVER -EXCAVATE FOUNDATION TO SUITABLE SUBGRADE AND FILL AND -COMPACT -PER DETAIL 5/S301 COMPACT LIFTS OF APPROVED FILL MATERIAL TO 95% MAX DRY DENSITY PER ASTM D1557 (MODIFED PROCTOR) IN LIFTS NOT TO EXCEED 8" IN LOOSE THICKNESS UP TO FOUNDATION BEARING ELEVATION 4 CONTRACTOR-iS-TO PROVIDE AND INSTALL BRACING SYSTEMS -INDICATED AS PART OF THIS WORK BRACING SYSTEM HAS BEEN DESIGNED FOR DESIGN WIND PRESSURES (50 YR) TO MATCH LOCAL CONDITIONS COST OF BRACING & DEADMAN ANCHORS TO BE IDENTIFIED AS AN 'ADD' ALTERNATE 1�! 1 `•ti's �:� a�r� 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317 848 7800 FAX 317 574 0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning` Surveying @Copyright 1998 Scope fi..e dr .4= inbaate n" 4enerd eeepe d the v:;t n tarol d aRnd.aead 4"V conuPt. Drawings n,..1.m,�ae" d the b--- the mope er"Atea— twd e4nKde and T ts'D� of SbUdurd m.cha Cal elaetrtad ent.m. 11» dramnp do not ruxes.ontj rid a or dna to a0 .art mvulr=d for fu= pMom+ane and wmpk;4ms d tha mqure— m.nie d iM Contrast On the boi of the 4=n�al soap. ad or rzkm des=bed U= Vade cadrx— tu'. MW fame• of unma requrcd for the proper exeeuun and mrVaban of a+e .mk Revisions a11/17/00 REISSUE Date Drawn By Checked By 11/17/00 JCK JRH z Q M m CL O__ � J p� C0 z 0 U F Z 0 z M �I 0 Um 1QUilitslittr�f� � nq �+<��,(�• , � ` ��„+�,/,�;''�� 200 ! =� 19400210 t� •c STA OF , Certified By Certified By Sheet No Of Sheets File No 99306 N O U Cn c� 0 l Co O n rn v� CONCRETE RETAINING WALLS AND FOOTING ARE ALTERNATE No.2 CONCRETE SLAB T/LEDGE 98 -8" #5 VERT @ 12' 0 C 2" MIN CLR 4 WALL STEP 94'-6" - LE (V #5 VERT 0 12' 0 C L#6 DOWELS ® 6' 0 C 3'-0' PERFORATED PIPE DRAIN, SEE SITE DWGS 'C SEE CML FOR CAP STONE & RAILING DETAILS T/EWE ALL"$PLAN 11%2" UE.AR STAINLESS STEEL VERTICAL DOVETAIL SLOT INSERTS 0 2'-0" WHERE BRICK IS PRESENT #5 @ 16' 0 C EA. FACE ALL BRICK AND CAP STONES ARE ALTERNATE No. 4 #5 VERT AND DOWELS ® 12. 0 C �M 1'-O' T/GRADE SEE CML 4' SOLID GROUTED CMU TO WITHIN 8' OF GRADE. TYP #6 0 6'0C TOP 05 0 12' #5 0 12' 0 C BOTTOM TOP & BOTTOM If `1� RETAINING WALL AT BUILDING S102) SCALE 3/4" = 1'-O" ALTERNATE No_ 2 F O �, , �.,F WALL INTO GRADE BEAM REINF SIZE SHALL MATCH SIZES SHOWN ON WAu. DETAILS W 3 (3) #6 BARS TOP AND WALL FOOTING REINF NOT 10A\ R BOTTOM, CONT WITH SHOWN FOR CLARITY, SEE c Z ` CONCRETE WALL 2-60 LAPS PLANS AND DETAILS o o!2 7 #4 STIRRUPS T/FTG 43 ® 24' 0 C SEE PLAN hl I II, T 2 S102 O�Mj L VERIFY SUITABLE COMPACTION IS PRESENT AROUND PIPE DO NOT UNDERMINE PIPE SECTION � GRADE BEAM- SCALE 1/2' = 1'-0" T -I a EXISTING 36" DIA. CONCRETE PIPE #4 BARS AT SIDES TO STABILIZE STIRRUPS AS NEEDED BUILDING WALL AND FOUNDATION, SEE 5101 FOR MORE INFORMATION I WALL SLEEVE CAST IN WALL TO ACCOMMODATE PERFORATED PIPE FOUNDATION DRAIN SEE ,SITE DWGS FOR MORE INFO TION t �- KNEE WALL, SEE \ SITE DWGS1 �- FACE OF CQNtE W (t\ ,--'' � `' _ A M '�� NOTE ALL DIMENSIONS E TO FACE OF CONQREfE7 WALLS, NOT TO BRICK FACING -+—FACE OF MAS NR� X FOUNTAIN, SEE SITE DWGS I� Ile REIORCEMENTDt FOR OAT NUI COAERSNTIL1 I � ' EXISTING 36' IIIA. CONCRETE PIPE FIELD VERIFY EXACT LOCATION X\ T FTG /\ 86'-8" /4-AND-F-WNQ ON T/WALL 100 -8' 5102 } t t r } t ' } t REPAIR OR REPLACE ALL SIDEWALK DAMAGED OR REMOVED DURING THE COURSE OF CONSTRUCTION ALL REPAIRS OR REPLACEMENT SHALL MATCH PRE -CONSTRUCTION CONDITIONS FOUNDATION PLAN SCALE 1/4' = 1'—V' NORTH PLAN NOTES I SEE SHEET S101 FOR GENERAL NOTES 2 COORDINATE FINAL WALL PLACEMENT WITH SITE DRAWINGS 3 ALL WALL BACKFILL MUST BE FREE DRAINING GRANULAR MATERIAL PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SEE NOTES ON S101 4 ALL WEEP HOLES SHALL BE 6' PVC PIPE CAST AT BASE OF WALL WITH SLIGHT SLOPE FOR POSITIVE DRAINAGE PLACE SCREENING MATERIAL OVER WEEP TO PREVENT PASSAGE OF SOIL 5 PLACE PERFORATED PIPE FOUNDATION DRAIN PER DETAILS AND SITE DWGS 6 FOUNDATION PREPARATION UNDERCUT SUBGRADE BELOW FOUNDATIONS TO FIRM SUBGRADE, VERIFY SUBGRADE CAPACITY WITH GEOTECHNICAL ENGINEER AT CONDITIONS WHERE SUITABLE BEARING IS NOT ACHIEVED OVER -EXCAVATE FOUNDATION TO SUITABLE SUBGRADE AND FILL AND COMPACT PER DETAIL 5/S301 COMPACT LIFTS OF APPROVED FILL MATERIAL TO 957. MAX DRY DENSITY PER ASTM 01557 (MODIFED PROCTOR) IN LIM NOT TO EXCEED 8' IN LOOSE THICKNESS UP TO FOUNDATION BEARING ELEVATION CSMrchitects Engineers&lnteriors 9100 Keystone Crossing Suite 200 Indionapolis, Indiana 46240 317 848 7800 FAX 317 574 0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning OCopynght 1996 scope ".� drnhr�. • dr q�wd «�. �. Drawings maw at W - hpd 4W.Oft and n. Sip.shchnd . mcbm; cd �attket synana S1�frat n.ccam�r ti ar enrn'b. ou .oe4 iepmr hor hi[ psiam�oce and aa�l�hm et IA. r.q<an_ maib at tlu Cantroc0. Oe ttM Oo.t at ur . goe.eal I.faot.d er daute- I* trod. mnhati to''a ,hal tv.eh d ia.m nand le, *"P" USCUbM WA OWPOWA Of OW 00t Revislons Q11/17/00 REISSUE Date Drawn By Checked By 11/17/00 JCK DLB z M Q J I� CL Z 0 F" zrl 0 D V P 0 a w a U V Certified By ``�`��1�ti 1 t t tH 0,,�`` 'Gj•,� STEG'O'% S �! G .� 19 002 rt d.. O �•� `►►fit 1 ��' Z �: Certified By Sheet No S10%%02 4f Sheets File No 99306 r� 4" r ' PL 3/4" x 10" x 1'-4" T/WALL , 99'-7' r >c > , r ` 3/4" X 5' HSS r _ LIJ < rr xv NOTE ' �` i THIS DETAIL APPLIES TO CORNER AND TEE INTERSECTIONS IN N SEE CENTER UNE POSITION RELATIVE TO FOOTINGS, GRADE BEAMS, TIE BEAMS, BOND BEAMS, AND T/WALL IN SECTION BELOW CONCRETE BEAMS STIRRUPS AND TIES, WHERE REQUIRED, U BRICK LEDGE, SEE FLAN < 'o � _ NOTES FOR EXTENT AND DEPTHS f MIN CLR 1 h' CLEAR � ARE NOT SHOWN FOR CLARITY CSt�rchl+eCtS z Engineers&Interiors N Z 4 2' ( 6- 6r12 w 3/4"X2" TAPERED KEY A Al oA 11/2-0 1/2- TAPERED FULL HT OF WALL 5 0f 16' 0 C I'-4 ] 48 BAR DIA ] v KEY FULL HT OF WALL Suite 200 ] ] EACH FACE d, ] LAP SPLICE, TYP [ ti Indianapolis Indiana 46240 ] ( � � 17 ^'' < 7800 #5 VERT & DOWELS 0 16" OC j � INSIDE FACE FAX 5 574 0957 16 VER DOWELS ®11�. 0 C 12" FOUNDATION EXTEND INTERIOR BARS TO FAR FACE OF 12' FND & s T/ SLAB r ,� ] (NO HOOKS OR CORNERS REO- D) - y -- WALL c WALL Architecture 100'-0" Engineering Land Planning ] Historic Architecture 48 Landscape Architect ure 6"01b T/WALL w" 99'-7"Interior DesignINITIAL GRADE Space Planning CML PLAN) r,T/FTG STD HOOK, TYP CORNER BAR, TYP • CENTER UNE OF PLATE �< > ,, --, , 4 .1111= �ELI� $7 0" (TYP) SEE DETAIL ABOVE - % .' REF GENERAL NOTES (MATCH HORIZONTAL ea ' �ij 85'-6" (LOW SIDE OF STEP) .a�Ya, FOR REQ'Q COVER BAR SIZE) ®Copynght 1998 _ PLAN owENSION STAINLESS STEEL VERTICAL •"� " CORNER INTERSECTION DOVETAIL SLOT f t� r (3) 5 CONT CENTERED seopfa • dro.tgf +,d4ate �,. herd d the the duce : d to bo tm turd dements and Ur tyy d sWdunal, rtxcl�ad— r Droleet a fermi ihs des5 eonaept. ed. fkelneal see *r. dra+.ngs do not 9 1'-0 1A 3 B ' Q Drawings nK�r+, tee«. o< dewAe f .erL � - meets of the Contract On Ow bass of br gerwd SEE PLAN NOTES FOR V, 5301 S30t foe NO performance and completmn of the redurf— SUB GRADE PREP S3 1 scope nd noted a< eeev3ed yr rrnd em,rae_ tors ehoN f rnN dl leets regwnd fa tlr propu teeeuLon and eompkLon of Ota .erU. Rex isions DETAIL REINFORCEMENT 11/17/00 REISSUE 10 SECTION FOUNDATION WALL- SECTION AT JOIST BRG ('0-4 DEVELOPMENT 1 PLAN DETAIL KEYS S301 SCALE 1/2" = 1'-0" S301 SCALE 1/2' = 1' - 0" SCALE NTS SCALE 3/4' = 1'-0' TILT026 5301 CONCO126 5301 4! 10' r > gra r _ r� >•�L ^ � ^� ...— t taw r R z� NOTE. MULTIPLE STEPS ARE ILLUSTRATED, SEE T/WALL 6` �„ _ , -- FOUNDATION PLAN FOR ACTUAL STEP LOCATIONS Dale Drawn By Checked By ry g9 _7" s SEE CENTERLINE POSITION .� 11/17/00 JES JRH RELATIVE TO T/WALL IN SECTION BELOW BRICK LEDGE, SEE PLAN ' GROPEDRADE S NOTES FOR EXTENT AND DEPTHS J5 BARS 0 16" 0 C 3/4' x 5" HSS NOTE 11h" CLEAR 1 D = 2'-0" MAX 1 FOOTING L 2 L = 2D MIN t , 2 2'-6" LAP M #5 @ 16" 0 C �- • « > , ,`` COMPAC FILL T/FTG tt1� EACH FACE SEE NOTE 2 OIL SEE WALL SECTIONS FOR " - ' r ^ r SEE PLAN #5 VERT & DOWELS 0 16' 0 C BRICK LEDGE BOTT FTG EL o T/WALL EXCAVATION UMrr5 EXCAVATION LIMIT 2' i:{!N CLR ,- #6 VERT &DOWELS ®11' OC 99•_7" ' ` EXCAVATION LIMIT 2 � � QI -----� --- SEE NOTE 1 / / ,xini CONCRETE ' //i w f ,Y., y Y / j //j//j/////,/// /,j SEE NOTE 1 "Z" BARS, SAME SIZE & Uj 6° C PLATE .,�� ' e r„ > �. c / / / / / SPACING AS FTG BARS T/FTG INITIAL GRADE = „ . - ?> - SUITABLE BEARING MATERIAL SEE PLAN (SEE CML PLAN74 ) ,`Az k ' r '�� T FTG \t 1 HIGH GROUND WATER TABLE MAY EXIST AT THIS SITE, ILII EL = 87'-0' (TYP } CENTERLINE OF EMBED DEWATER EXCAVATION AS REQUIRED .a VIII - • . IkJ PLATE, SEE DETAIL �� < 2 PLACE AND COMPACT FILL PER PLAN NOTES Q ABOVE 2'-6" LAP (3) #5 CONT CENTERED S� SEE PLAN NOTES FOR T~ - SUB GRADE PREP - = V = r < �'•- - ' ^ Y` SECTION FOUNDATION PREP. AT DETAIL TYPICAL z SECTION FOUNDATION WALL- $ JOIST GIRDER BEARING1i UNSUITABLE BEARING COND. z STEPPED FOOTING � 5301 SCALE 1/2" = 1'-0" S301 SCALE 1/2" 1'-0" 5301 SCALE NONE CONCOOg 1 5301 SCALE 1/2" = 1' - 0" � w CONC0010 LL T/WALL +99'-7" TYP NOTES 1 STIRRUPS OR TIES, IF REQUIRED PER SCHEDULE, ARE NOT SHOWN FOR CLARITY 'P• 2 TOP REINFORCING, FOR GRADE BEAMS, NOT SHOWN 3 SEE FOUNDATION, SITE, PLUMBING PLANS FOR INVERT OPP ELEVATIONS FOR SLEEVED UTILITIES 4 SEE FOUNDATION SCHEDULE FOR FOOTING AND GRADE HOLE FOR 3/4"� PLAN EXTENT T EXP BOLT OF WALL BEAM SIZES AND REINFORCEMENT s• FOUNDATION WALL 1 MIN 3 5x5' -O' OR MATCH PVC SLEEVE 'o is BOTTOM REINFORCING IF GREATER AS REQUIRED Certified By SEE IAP 2' STD PIPE moi EY2 -O 1 1/2"x3 1/2" TAPERED HOR1Z FOR REIN DATION SCHEDULE ' 1'^Or KEY AT END OF FOOTING POUR T/FTG ° a EXTEND FOOTING STEEL a a ° a ° ° < a , a SEE PLAN `��t�titittitt�lit111r�i 3/4-4- EMBED 1'-0' BEYOND END OF ° ° ° a *`� 4l �OiGs�'9, EXPANSION BOLT FOOTING COVER W/ ° e a q GRAVEL ° a o 4� v0 T (SIMILAR AT WALL) E 7: Q` 194 21 T/FTG T/FTG ��..2....JJJ a e f,i - = STA F +87'-0" +87'-0"ilii - SIZE AND BAR COUNT TO90s••./�JD1 2 O MATCH SCHEDULED REINFORCEMENT ti 3'-a"x3'-o"x2'-6" CONCRETE Certified By DEADMAN BLOCK (SEE FOUNDATION SCHEDULE) Sheet No r12%�WALL BRACE ELEVATION(*"`q�SECTION('*'�6FOOTING �--- =-DETAIL SLEEVE THROUGH 3 FOOTING OR GRADE BEAM S3 �11 SCALE 1/2' = 1'-0" S301 SCALE 1/2" = 1'-0" S301 SCALE 3/4" = 1'-O" 5301 SCALE NTS CONCO092 of Sheets File No 99306 LAYOUT PLAN GENERAL NOTES: 1 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND— SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH— OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTIONS SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON— STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY IF ANY DISCREP— ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS— IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE ALL VERIFI— CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM— PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES. AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON— TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON— TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN— LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI— CATIONS 13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON— TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS 19 REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER— IALS AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO UNE REMOVE ALL NON—ORGANIC MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL REPLACE ALL EXCAVATED AREAS TO BE PLANTED WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL CITY CENTER DRIVE SITE LAYOUT PLAN SCALE 1" = 20'-0„ 20 ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP— MENT, FUEL OIL, OIL, GASOLINE ETC, BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING 22 ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT CONTROL JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS 23 ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM EXPAN— SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM CON— TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED 24 ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED 25 ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE NOTED 26 ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS 27 PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY 28 ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS INSTALLED 29 ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1 ' IN 12" LONG— ITUDINALLY HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS SEE SITE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS 30 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION NORTH Parcel 3 Land Description A part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana and more particularly described as follows Commencing at the brass plug marling the Northeast comer of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, thence South 89 degrees 12 minutes 13 seconds East 773 40 feet along the North line of said quarter section to the West line of the right-of-way of the former Monon Rahway and the Point of Beginning, thence South 00 degrees 51 minutes 54 seconds East 98 93 feet along said nght of -way, thence South 43 degrees 41 minutes 40 seconds West 15 59 feet, thence South 89 degrees 45 minutes 36 seconds West 29 31 feet, thence South 00 degrees 14 minutes 24 seconds West 30 42 feet, thence South 43 degrees 41 minutes 40 seconds West 21 12 feet to the proposed right-of-way of City Center Drive, thence South 89 degrees 45 minutes West 260 26 feet along said proposed right-of-way, thence North 45 degrees 00 minutes 00 seconds West 53 07 feet along said proposed right-of-way to the proposed right-of-way of Third Avenue Southwest, thence North 00 degrees 45 minutes 43 seconds West 90 60 feet along said proposed right-of-way to the North line of said Quarter section, thence North 89 degrees 12 minutes 13 seconds East 354 38 feet to the Point of Beginning and containing 1 210 acres more or less .r ----o LAYOUT KEY NOTES: �A BASEMENT WALL, SEE STRUCTURAL PLANS- BASE BID © EXISTING LIGHT POLE © EXISTING TRAFFIC POLE O EXISTING UTILITY STRUCTURES QE EXISTING CONCRETE SIDEWALK O EXISTING MONON TRAIL TUNNEL WALL OG EXISTING MONON TRAIL (ASPHALT) QH EXISTING CURB CUT/CONCRETE APRON IQ EXISTING TREE TO BE REMOVED QJ RETAININGWALL- ALTERNATE NO2 SEE SHEET C103 GENERAL NOTES: 1 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTIONS SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING W AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE ALL VERIFI- CATIONS. LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REOUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL STATE, COUNTY, CITY OR LOCAL REQUIREMENTS WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS ELECTRICAL TRANSFORMERS AND PADS DITCHES DRAINAGE PIPES. AND STRUCTURES, FENCES, LAWNS, TREES. BUSHES, MAILBOXES, SIGNS POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL. STATE. COUNTY, CIN OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHAD. BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL EXPENSES TO REMOVE RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE. RELOCATE AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND TI'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE COUNTY. CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS DRANEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HuSELF WITH THE SOIL CONDITIONS 19 ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT. FUEL OIL OIL. GASOLINE ETC BY THE GENERAL CONTRACTOR SUBCONTRACTOR OR SUPPLIERS SHALL BE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL STATE, COUNTY, CIN OR LOCAL AGENCIES THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING 20 ALL 4' CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT CONTROL JOINTS SHALL NOT EXCEED 10 -0" MAXIMUM ON CENTER EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS 21 ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM EXPAN- SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM CON- TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED 22 ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED 23 ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE NOTED 24 ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS 25 PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY 'DON'T DIG BLIND' 'IT'S THE LAW' .�..wm,."ms+mr M COG I-900-382-5544 2 W_tj" Days before You Dp t<"d ■ 3 �•.+-ii9-rl IT •r Y -_ -� ' ,t ��,/ `t \ ` i f t T ' y GL SF GL SF - ' - --------- --- ----- --- - ---- - - -- ^--- -- -- -- ---- -- (r,l-�- ---133U' �,' rt # a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------- -- - _ _ __ -- i (IV 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a -- ------ -- ----- ---- --- -- -- - - -_- -- ----- - -- o 0 o 0 0 0 0 0 o p o 0 0 0 E o 0000000oo0oa° o00 I o 0 o 0 0 0° 0 0 0 0 0 coo 0 0 } 000 O°a°0000°0°a°O°O00a0da0 °0000000°000 ` o a 0 0 0 a o 00000 --� _--- - ' } 0 0 0 0 0 0 0000-0.000000 0 0 0- f E} �' o 0 0 a ooao00 0 000 -^ ----- -' '-- -- ? o oaoaoa0aaaodaooaoao0 aoo°o°aoo°a -----' _.r. - ''----------------------------------------- 0 0 0 0 0 0 0 0 a ° 0 0 0 0 --------------_--_—__ I ----- 0f s 0 0 0 0 0 e 000000 0 0 0 0 0 0'-- -- - --`- GL SF 'f I f ---------------- E b «� 0 0 0 o a a-----------------�` GL SF -- 0 00000000000 a 0 0 0 0 0 0 0 0 ----- i 000a000 a 0 0 0 o g ----' , TEMPOE �e $- a I T ao '°ts°'0$oa°1Taa°c. 0 00 0 0 0 0 0 STONE CE 00:180000000000 b000°1p00 0001°p°a°0°O° t 0 0 0 0 a o 0 0 0 1 , ' 000°0000°0°0°0000° OQo p°000000000°O ---- - [[[ o d o 0 0 0 0 0 0 0 o-.4 0 0 o�ao 0 o a o 0 0 0 0 0 0 a q°° A } 0a 00000000000 0 0o0oaoo00 O A 0 0 0 a 0 0 0000 O O 00-00000 E' 0 0 0 0 0 0 000 0 oao00- p a o 0 0 o a o 0 0 0 0 0. 7; o 0 o _ _ O 0000000oop0 p4000p mono_C°O°O° - __- .t r r - 5J / 1 � i IAII�J ' - 1 { } PROPO ED BASEMENT I } 1 SE BID TOP OF SLAB = 831 75 1 )f i ` , f OCKPILEZIP N, 1ST FLOOR ELVE = 843 7r- 1 R FUTURE USE TEMP CAP } INV 830 00 �' SLEEVEWALL - ---- -------- ch SF AC I Ico Al. 4�b_i gq0v-----•--- I # , I GL v ! 9374 SS 1 m _7T _ - -- --- SE; EET�cC104 3 F �' - CONNECTTO EXIST - -- ---- --- --- -- _ -------- ------------- -- ---- --- -- - --- -- ----- --- _ - - - - _- ---- ------------- - -- --- ------ ------ - f-/ - - --- b" _ _ . SANITARYStWER # _ ----- - ---- -- - ---- --- -- ------ -- - -- __ --_ __-__ - ----- ----- _`-_ --_-- ---- ----' ------ - - - �- --- - - ---- ---- ---- ----------------- ------ ----- ---- - J---` -------- - --_ ->- �� 10 INV 8 7 98t GL 5 - _ _- -- - - _ - ---- --- _------- - - - - _ - ___ _ ,► - - ' 6" INV 8 05± « _ �` ----- ------ -- ---------- _ - ------ - - - - -- _ -- --- --------- -- - ---^- --_-_ El _j E I ` -- -- - - - - - ------ • P ---- ------ _ ____--____ �_ - __ _ 3/4r WATR SERVICE i } - - ----------- ___ ____ _-- - ----- - - -- (��T �� 3) I IN,C�UDEED IN NEW CAP WATER SERVICE AT FOUNTAIN ORK w PROPERTY LINE I ri SHEET C1 v w CITY CENTER DRIVE ' I "� i # , V) OC - GRADING PLAN SCALE 1 " = 20'-0" TOP SOIL. STOCKPILE AREA NORTH 1 1/2"X 1 1/2"X 24" LONG WOOD LATH TO SECURE TO STAKES CL 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC o (4 5 OZ/SQ YARD) w MAINTAIN BY REMOVING DOWN SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" ,n TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL I I I I=1 I FI I I 11� I s l la 1 [E� 11 11= W/ EXCAVATED MATERIAL & II�I�Ia1�IC. -11 COMPACT "IJ I LEI I !-T�II I MEIN 1 Imo! 1= �1�IIl111 !l- 2"X 2"X 36" LONG HARDWOOD I<II�l I f III -TTI 11=111- STAKES W/ ONE END SHAPPENED &SPACED 5'-0" 0 C SILT FENCE DETAIL o5 C 102 NTS G c'ZRE� S 2' TO 3" COURSE—/ AGGREGATE MSN 6" MIN 2 GEOTEXTILE FABRIC TO STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ws 1 --L' ' ` 0 w 30Z I 1 ss m l ' i w i I 1 - Ex 1 GRADING NOTES: 1 ALL EROSION AND SEDIMENT CONTROL WORK SHALL 1 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND - CONFORM TO THE STANDARDS, SPECIFICATIONS AND SCAPE PLAN AND OR EROSION CONTROL PLAN FOR PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING DIRECTION AND VERIFICATION AGENCIES, WHICHEVER HAS JURISDICTION LATER 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH - 2 SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE OUT PONDING WATER THE PAVING CONTRACTOR SHALL ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, t' EXCAVATING FILLING OR OTHERWISE DISTURBING OF NATURAL WITH WERBY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND TERRAIN THE CONTRACTOR SHALL PRESERVE THE NATURAL MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION VEGETATION AS MUCH AS POSSIBLE OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF 3 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL NECESSARY REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE \ ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON - IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW \ PROGRESS OF CONSTRUCTION DAILY INSPECTIONS MUST BE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES EROSION AND SEDIMENT CONTROL DEVICES NECESSARY ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, 1 MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONTROLS AND ERODED AREAS IF THE CONTRACT IS GIVEN CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND IMMEDIATELY FOR INSTRUCTIONS THEY FAIL TO CARE AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR THAT MAY HAVE OCCURRED CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY 5 FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- 1 IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE � OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF # EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS SHALL BE USED AS INDICATED ON PLANS IF LOCAL � ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES AND DETAILS, IT SHALL BE THE RESPONSIBIUTY OF THE THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES � f 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR BEFORE CONSTRUCTION IS TO START VERIFY ANY SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND U11UTIES THAT MAY 6PRESENT SITE PROMPTLY CATIONS LOCATIONS, SIZE AND DEPTHS SHALL BE�MADE 8 IMMEDIATELY AFTER SEEDING MULCH ALL SEEDED AREAS BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, UNWEATHERED STRAW SPREAD UNIFORMLY AT THE WITH UN 1 RATE TWO TONS PER ACRE OR 100 POUNDS PER ' E 1,000 SQUARE FEET THIS MULCH SHOULD BE ANCHORED THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED EXCAVATION TACKIFIER IF ALLOWED, A WOOD CELLULOSE FIBER MULCH - 6 TRENCHES FOR ALL UTTUTIES SHALL BE BACKFILL COM - IN UEU OF STRAW MULCH ALL METHODS MUST MEET ALL GRADING PLAN SCALE 1 " = 20'-0" TOP SOIL. STOCKPILE AREA NORTH 1 1/2"X 1 1/2"X 24" LONG WOOD LATH TO SECURE TO STAKES CL 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC o (4 5 OZ/SQ YARD) w MAINTAIN BY REMOVING DOWN SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" ,n TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL I I I I=1 I FI I I 11� I s l la 1 [E� 11 11= W/ EXCAVATED MATERIAL & II�I�Ia1�IC. -11 COMPACT "IJ I LEI I !-T�II I MEIN 1 Imo! 1= �1�IIl111 !l- 2"X 2"X 36" LONG HARDWOOD I<II�l I f III -TTI 11=111- STAKES W/ ONE END SHAPPENED &SPACED 5'-0" 0 C SILT FENCE DETAIL o5 C 102 NTS G c'ZRE� S 2' TO 3" COURSE—/ AGGREGATE MSN 6" MIN 2 GEOTEXTILE FABRIC TO STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ws 1 --L' ' ` 0 w 30Z I 1 ss m l ' i w i I 1 - Ex 1 GRADING NOTES: 1 ALL EROSION AND SEDIMENT CONTROL WORK SHALL 1 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND - CONFORM TO THE STANDARDS, SPECIFICATIONS AND SCAPE PLAN AND OR EROSION CONTROL PLAN FOR PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING DIRECTION AND VERIFICATION AGENCIES, WHICHEVER HAS JURISDICTION LATER 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH - 2 SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE OUT PONDING WATER THE PAVING CONTRACTOR SHALL ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, t' EXCAVATING FILLING OR OTHERWISE DISTURBING OF NATURAL WITH WERBY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND GRADING PLAN SCALE 1 " = 20'-0" TOP SOIL. STOCKPILE AREA NORTH 1 1/2"X 1 1/2"X 24" LONG WOOD LATH TO SECURE TO STAKES CL 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC o (4 5 OZ/SQ YARD) w MAINTAIN BY REMOVING DOWN SLOPE ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" ,n TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL I I I I=1 I FI I I 11� I s l la 1 [E� 11 11= W/ EXCAVATED MATERIAL & II�I�Ia1�IC. -11 COMPACT "IJ I LEI I !-T�II I MEIN 1 Imo! 1= �1�IIl111 !l- 2"X 2"X 36" LONG HARDWOOD I<II�l I f III -TTI 11=111- STAKES W/ ONE END SHAPPENED &SPACED 5'-0" 0 C SILT FENCE DETAIL o5 C 102 NTS G c'ZRE� S 2' TO 3" COURSE—/ AGGREGATE MSN 6" MIN 2 GEOTEXTILE FABRIC TO STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ws 1 --L' ' ` 0 w 30Z I 1 ss m l ' i w i I 1 - Ex 1 6" CONCRETE PAD i-- FINISH GRADE TAPPING SLEEVE AND VALVE BOX --- EX. 1211 wM NEENAH R-7514 CAST IRON HANDHOLE FRAME AND UD AS SPECIFIED ADJUSTABLE CAST IRON VALVE BOX SLEEVE g SHUT-OFF VALVE SEE PLANS AND SPECIFICATIONS FOR SIZE AND 'TYPE OF VALVE VALVE BOX DETAIL o3 NTS (BY OTHERS) 0102 MIN OF 6" TOP SOIL ' OR LESS v TO ENSURE GRASS GROWTH_ EDGE OF PVMT, -11 Ea -111 r, AW 1 25' II CURB, GUTTER mi 'Bc t' 2' I OR SIMILAR STRUCTURE IN 1=1 t THE PUBLIC R/W II_., , '" 12" MIN "B" BORROW OR EQUIV ' GRANULAR MATER'L COMPACTED TO 95% I STD PROCTOR DENSITY aFE•r I I1= 41, 8" CRUSHED STONEC--- APPROVED EQUIV CLASS 1 BEDDING MATERIAL BC HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT, NOTE 1 ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS 2 UNDER PVMT AREAS, TRENCH TO BE BACKFILLED W/n B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE 3 A MIN 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE BEDDING & BACKFILL DETAI 04 \\c 10 NTS U SEEDING PREPARATION APPLY LIME TO RASE THE pH TO SHE LEVEL NEEDED FOR SPECES BEING SEEDED APPLY 25 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EOUNALENT) PER 1000 SO Fr (APPRO)CIUATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TD TEST APPLICATION OF 150 POUNDS OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATION GROWTH WORK THE FERTILIZER AND LIME INTO THE SOIL TO DEPTH OF 2-3 INCHES WITH A HARROW DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE ACRES (FIGUE 5-2), WHILE CONSIDERING BEST SEEDING DATES SEE FIGURE 5-3 THIS SHEET FIGURE 5-2 PERMANENT SEED MIXTURE SPECIES SEEDING RATE SUITABLE PH SITE SU TABLITTY • LBS/ACRES LBS/1000 SO FT DROUGHTY WELL DRAINED WET --------------------------- LEVEL AND SLOPING OPEN AREAS 1 TALL FESCUE 35 8 5 3-8 3 2 1 2 2. TALL FESCUr 25 6 5 5-8 3 1 RED CLOVER •• 3 KENTUCKY BLUEGRASS 15 4 5 5-7 5 2 1 CREEPING RED FU— SS — —4 ---------------- STEEP BANKS AND CUTS 4 TALL FESCUE IS 4 3 8-7 5 2 1 2 KENTUCKY BLUEGRASS 25 6 3 TALL FESCUE 35 8 55-83 2 1 EMERALD CROWNVETCH 10 25 ." -------------------------- LAWNS AND HIGH MAINTENANCE AREAS 6 KENTUCKY BLUEGRASS 40 9 5 8-7 5 2 1 CREEPING RED FUSCUE 40 9 7 1232FNMAL RYEGRAS$ 170 40 5 0-7 5 1 RED CLOVER •• 8 TALL FESCUE 170 40 S 5-8.3 2-- - 1 — 2-- • T - PREFERRED z - WILL TOLERATE •• WOCULATE WITH SPECIFIC 1N=JLANTS SEEDING INSTRUCTIONS 02 c10 NTS EROSION CONTROL NOTES: GRADING NOTES: 1 ALL EROSION AND SEDIMENT CONTROL WORK SHALL 1 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND - CONFORM TO THE STANDARDS, SPECIFICATIONS AND SCAPE PLAN AND OR EROSION CONTROL PLAN FOR PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING DIRECTION AND VERIFICATION AGENCIES, WHICHEVER HAS JURISDICTION LATER 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH - 2 SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE OUT PONDING WATER THE PAVING CONTRACTOR SHALL ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, TEST ALL PAVED AREAS FOR BIRD BATH PA EXCAVATING FILLING OR OTHERWISE DISTURBING OF NATURAL WITH WERBY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND TERRAIN THE CONTRACTOR SHALL PRESERVE THE NATURAL MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION VEGETATION AS MUCH AS POSSIBLE OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF 3 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL NECESSARY REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE \ ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON - IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW \ PROGRESS OF CONSTRUCTION DAILY INSPECTIONS MUST BE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES EROSION AND SEDIMENT CONTROL DEVICES NECESSARY ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, SHALL CONTACT THE A/E IMMEDIATELY IF ANY DiSCREP- 6" CONCRETE PAD i-- FINISH GRADE TAPPING SLEEVE AND VALVE BOX --- EX. 1211 wM NEENAH R-7514 CAST IRON HANDHOLE FRAME AND UD AS SPECIFIED ADJUSTABLE CAST IRON VALVE BOX SLEEVE g SHUT-OFF VALVE SEE PLANS AND SPECIFICATIONS FOR SIZE AND 'TYPE OF VALVE VALVE BOX DETAIL o3 NTS (BY OTHERS) 0102 MIN OF 6" TOP SOIL ' OR LESS v TO ENSURE GRASS GROWTH_ EDGE OF PVMT, -11 Ea -111 r, AW 1 25' II CURB, GUTTER mi 'Bc t' 2' I OR SIMILAR STRUCTURE IN 1=1 t THE PUBLIC R/W II_., , '" 12" MIN "B" BORROW OR EQUIV ' GRANULAR MATER'L COMPACTED TO 95% I STD PROCTOR DENSITY aFE•r I I1= 41, 8" CRUSHED STONEC--- APPROVED EQUIV CLASS 1 BEDDING MATERIAL BC HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT, NOTE 1 ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS 2 UNDER PVMT AREAS, TRENCH TO BE BACKFILLED W/n B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1'-0" ABOVE PIPE 3 A MIN 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE BEDDING & BACKFILL DETAI 04 \\c 10 NTS U SEEDING PREPARATION APPLY LIME TO RASE THE pH TO SHE LEVEL NEEDED FOR SPECES BEING SEEDED APPLY 25 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EOUNALENT) PER 1000 SO Fr (APPRO)CIUATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TD TEST APPLICATION OF 150 POUNDS OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATION GROWTH WORK THE FERTILIZER AND LIME INTO THE SOIL TO DEPTH OF 2-3 INCHES WITH A HARROW DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE ACRES (FIGUE 5-2), WHILE CONSIDERING BEST SEEDING DATES SEE FIGURE 5-3 THIS SHEET FIGURE 5-2 PERMANENT SEED MIXTURE SPECIES SEEDING RATE SUITABLE PH SITE SU TABLITTY • LBS/ACRES LBS/1000 SO FT DROUGHTY WELL DRAINED WET --------------------------- LEVEL AND SLOPING OPEN AREAS 1 TALL FESCUE 35 8 5 3-8 3 2 1 2 2. TALL FESCUr 25 6 5 5-8 3 1 RED CLOVER •• 3 KENTUCKY BLUEGRASS 15 4 5 5-7 5 2 1 CREEPING RED FU— SS — —4 ---------------- STEEP BANKS AND CUTS 4 TALL FESCUE IS 4 3 8-7 5 2 1 2 KENTUCKY BLUEGRASS 25 6 3 TALL FESCUE 35 8 55-83 2 1 EMERALD CROWNVETCH 10 25 ." -------------------------- LAWNS AND HIGH MAINTENANCE AREAS 6 KENTUCKY BLUEGRASS 40 9 5 8-7 5 2 1 CREEPING RED FUSCUE 40 9 7 1232FNMAL RYEGRAS$ 170 40 5 0-7 5 1 RED CLOVER •• 8 TALL FESCUE 170 40 S 5-8.3 2-- - 1 — 2-- • T - PREFERRED z - WILL TOLERATE •• WOCULATE WITH SPECIFIC 1N=JLANTS SEEDING INSTRUCTIONS 02 c10 NTS EROSION CONTROL NOTES: GRADING NOTES: 1 ALL EROSION AND SEDIMENT CONTROL WORK SHALL 1 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND - CONFORM TO THE STANDARDS, SPECIFICATIONS AND SCAPE PLAN AND OR EROSION CONTROL PLAN FOR PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING DIRECTION AND VERIFICATION AGENCIES, WHICHEVER HAS JURISDICTION LATER 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH - 2 SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE OUT PONDING WATER THE PAVING CONTRACTOR SHALL ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, TEST ALL PAVED AREAS FOR BIRD BATH PA EXCAVATING FILLING OR OTHERWISE DISTURBING OF NATURAL WITH WERBY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND TERRAIN THE CONTRACTOR SHALL PRESERVE THE NATURAL MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION VEGETATION AS MUCH AS POSSIBLE OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF 3 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL NECESSARY REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON - IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE PROGRESS OF CONSTRUCTION DAILY INSPECTIONS MUST BE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES EROSION AND SEDIMENT CONTROL DEVICES NECESSARY ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, SHALL CONTACT THE A/E IMMEDIATELY IF ANY DiSCREP- MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONTROLS AND ERODED AREAS IF THE CONTRACT IS GIVEN CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND IMMEDIATELY FOR INSTRUCTIONS THEY FAIL TO CARE AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR THAT MAY HAVE OCCURRED CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY 5 FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN, IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE EROSION CONTROL PLAN AND OR GRADING/DRAINAGE PLAN OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF 6 STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS SHALL BE USED AS INDICATED ON PLANS IF LOCAL BY THE UTIUTY CONTRACTOR OR CONTRACTORS OR ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES AND DETAILS, IT SHALL BE THE RESPONSIBIUTY OF THE THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES 7 ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR BEFORE CONSTRUCTION IS TO START VERIFY ANY SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND U11UTIES THAT MAY 6PRESENT SITE PROMPTLY CATIONS LOCATIONS, SIZE AND DEPTHS SHALL BE�MADE 8 IMMEDIATELY AFTER SEEDING MULCH ALL SEEDED AREAS BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, UNWEATHERED STRAW SPREAD UNIFORMLY AT THE WITH UN THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO RATE TWO TONS PER ACRE OR 100 POUNDS PER A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING 1,000 SQUARE FEET THIS MULCH SHOULD BE ANCHORED THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED EXCAVATION TACKIFIER IF ALLOWED, A WOOD CELLULOSE FIBER MULCH (HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED 6 TRENCHES FOR ALL UTTUTIES SHALL BE BACKFILL COM - IN UEU OF STRAW MULCH ALL METHODS MUST MEET ALL PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL THE LOCAL OR CITY REQUIREMENTS SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 9 PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALL- PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION ATION AS SHOWN 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW 10 ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL FINAL GRADING UNLESS OTHERWISE NOTED 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 11 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRECAUTIONARY STEPS MUST BE TAKEN DURING THE PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH AREA IF AN EXISTING IRRIGATION SYSTEM IS PRESENT DAMAGE AND WILL BE AFFECTED BY THE NEW CONSTRUCTION IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR OF THE FEDERAL, STATE COUNTY CITY OR LOCAL SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS REQUIREMENTS. WHICHEVER HAS JURISDICTION NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, PIPES, AND STRUCTURES FENCES, LAWNS, TREES, BUSHES WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION MAILBOXES, SIGNS POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL.. STATE, COUNTY, CITY OR LOCAL AGENCIES 12 R IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTTUTIES, PRIVATE OR PUBLIC OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE. RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTIUTIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TQ THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS PUBUC OR PRIVATE STREETS OR ROADS DRAIVEWAYS YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY GENERAL NOTES. NOT BE ACTUAL THE A/E SHALL. NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED IMPLIED OR NOT INDICATED ON THESE PLANS 1 CONTRACTOR TO STRIP TOPSOIL WITHIN GRADING LIMITS AND STOCKPILE 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR OFF SITE WHERE DIRECTED BY ENGINEER SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS 2 CONTRACTOR TO PROOF ROLL SITE UNDER SUPERVISION OF SOILS ENGINEER THAT SEEDED AREA PRIOR TO BACKFILL ANY SOFT AREAS SHALL BE EXCAVATED AND BACKFILLED 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT WITH COMPACTED FILL THEMSELVES WITH THE SOIL CONDITIONS 3 PLACE TOPSOIL FROM STOCKPILE AS DIRECTED BY ENGINEER 19 ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER 4 INSTALL TEMPORARY SEEDING WHERE DIRECTED BY ENGINEER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, R IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS. VALVE BOXES, WIRING OR OTHER ELEMENTS TQ PROVIDE ADEQUATE IRRIGATION TEMPORARY SEEDING DATES JAN FEB MAR APR MAY JUN JUL AUG SEPI OCT I NOV I DEC WHEAT OR WE OATS ANNUAL RYEGRASS PERMANENT SEEDING DATES NON -IRRIGATED• IRRIGATED DORMAT SEEDING'• "DON'T DIG BLIND" 'IT' 5 THE LAUD" 0 i wmm ,.rata V 1'R07CPIQ, SOW= W_ Call 1-800-382-5544 10 2 Working Days Before You Dig �g k mmm IRRIGATION NEEOED DURI,IG THIS PERIOD TO CONTROL EROSION TIMES OTHER THAN IN THE SHADED AREAS CH ANG DATES MAY BE EXTENDED 5 DAYS LATER 01CREASE SEEDING APPLICATION BY 50% FIGURE 5-3 TEMPORARY SEEDING — — — — KWD OFSEED IOOO SO_Fr—_ ACRE —_ —_ REWIRKS _ _ WHEAT OR RYE _ 3.5 LBS 2 BU. SEED V TO II -1/2 DEEP SPRING OATS _ _COVER — 2 3 LBS — 3 ETU, COVER SEED TO 1' DEEP — ZR I GRnSS i LB — — 40 US C&& SEEDTO 1%4- oEP • NOT NECESSARY WHERE MULCH 15 APPLIED SEEDING SCHEDULE "DON'T DIG BLIND" 'IT' 5 THE LAUD" 0 i wmm ,.rata V 1'R07CPIQ, SOW= W_ Call 1-800-382-5544 10 2 Working Days Before You Dig �g k TURNKEY FOUNTAIN BY STONEWEAR (1-800-297-8663, FAX 1-702-883-8306) CANTERBURY 8' DIA WITH CRYSTAL BOWLS AND TULIP JET, MODEL #C8DCA30 FOUNTAIN DETAIL ALTERNATE NO. 3 NTS GENERAL NOTES: 1 DIMENSIONS ARE TO FACE OF WALL, NOT EDGE OF WALL COPING 2 PRECAST COPING TO OVER HANG FACE OF WALL BY 1-1/2"±, SEE DETAIL 03/C105 3 SEE STRUCTURAL PLANS FOR RETAINING WALL SECTION INFORMATION 4 FACE OF 18" WALL ALONG WEST PROPERTY LINE TO BE LOCATED 2" EAST OF PROPERTY LINE BASE BID BIKE SHOP RETAINING WALL ALTERNATE #2 RETAINING WALL, WALL DRAIN AND GUARDRAIL ALTERNATE #3 FOUNTAIN ALTERNATE #4 LANDSCAPING AND CONCRETE PAVEMENT ALTERNATE #5 SUBSTITUTE CONCRETE PAVEMENT WITH CONCRETE PAVERS AND CONCRETE BANDING ,--0 LAYOUT KEY NOTES: �A CONCRETE RETAINING WALL SEE STRUCTURAL PLANS FOR WALL DETAILS (ALTERNATE #2) © EXISTING CONCRETE WALK, PROTECT DURING CONSTRUCTION © LANDSCAPE BED BACKFILL SOIL MIX SEE LANDSCAPE PLAN (ALT NO 4) ® NEW 4" CONCRETE PAVEMENT, SEE DETAIL QE EXISTING MONON TRAIL TUNNEL WALL �F EXISTING MONON TRAIL (BITUMINOUS) BUILDING FOUNDATION WALL, SEE SHEET C101 (BASE BID) CHS EXPANSION JOINT BETWEEN SEAT WALL AND CONCRETE PAVEMENT (D REMOVE CONCRETE AND EXTEND PIPE TO EXISTING SEWER LINE, SEE GRADING PLAN FOR FURTHER INFORMATION (ALT NO 2) O NEW GUARD RAIL TO MATCH EXISTING GUARD RAIL, SEE DETAIL 04/C105 (ALT NO 2) OK BRICK VENEER WITH PRECAST COPING, SEE DETAIL 03/C105 FOR COPING CONNECTION, SEE STRUCTURAL PLANS FOR WALL DETAILS (ALT NO 2) © CONCRETE BLOCK SEAT WALL WITH PRECAST COPING AND BRICK VENEER SEE DETAIL 02/C105 FOR WALL DETAIL AND 03/C105 FOR COPING CONNECTION (ALT NO 4) OM 8' DIAMETER FOUNTAIN ALTERNATE NO 3, SEE DETAIL 01/C103 1CRETE BASIN --ATS ON SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT AS REQUIRED LEGEND TO INSTALL SEAT WALL INSTALL NEW CONCRTE WHERE NEEDED TO PATCH AREA @0 EXISTING ELECTRICAL BOX, PROTECT DURING CONSTRUCTION aP SLEEVE WALL FOR 4" DRAIN NEW CONCRETE PAVEMENT ® EXPANSION JOINT, SEE DETAIL 06/C105 ® CONTROL JOINT, SEE DETAIL 07/C105 Em CONCRETE TO BE REMOVED ------ FACE OF WALL CITY CENTER DRIVE LAYOUT PLAN ALTERNATE #4 1 SCALE 1/4' = 1'-0' - J� reT k n N ,r S " CSO Architects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolis Indiana 46240 317 848 7800 FAX 317 574 0957 Architecture Engmeer9 Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning ®Copynght 1998 Scope n— *-9. 14-t. M. 9—'W ..P. ff th. «! F tam. d a N tuturc. achl.c- u m..�.. or a. Drawings -7= wd ncmrne. aW n+e r crmal+.N- ca, eaeexd f,.km.. ine O—p d. m, «.A Pe aLaR. « a.a w .m Ha nna r« fW tM mac. me ca V% b or sn. rj"d == d Id d . de On tlu V of M. q- .C.G .,GreleG « 11 c tM d c.ntreo- t«. — f.mf. dl .tams rth. f« N guys a.ah...id a.ryY.Len « Sit..erlL Revoonff A 11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD co J W UU 0 OC Q a Q z LU W W g L) W Q 0 '`"1► > cc CL Z >_ Q � 0 z LLJ �'- z 0 � a Q Q a J W W a a W N Q � C0 Certrfied By (ul !nd WWI i%vl Sheet No. C103 7 of 10 sheen Fie No 99306 4" PERFORATED HDPE PIPE WITH SOCK DRAIN DETAIL NTS WASHED #8 DRAINAGE STONE ' 1 01 { C104 l (ALT NO 2) — -- -` TW 844 8 - - -- _ — ----- _,._N:1 _ 1 --7---- -- _....-. - - - - -- - - -- --- -. - - - - I �" \ i \ ...,- — .— .-- — — — — — — -- — — — — — — -- -.- — -- _— — -.- — — — — -.- — — — -~ _ _ _ _ _ " •`� _ 4"_P-€R-FOR-A-TEa—DRAIrt - — � — �� —_ - EI. --------------------------------_. —__ (ALT NO�/ Q ♦--------------- `�------- M) BF J" _ 843 5 \ \— 8L \ i _—.—_...----..-----------------...------- j —tel" i � r \ -1- 843 0 r - - / — _ _ — — — — _ �, — W 3/4" COPPER WATER SERVICE ' r- / w —TO –FOUNTAIN (ALT NO 3) I - _sL - - -so-- - -. _sri-- .,_. _... -SO- - - -so-- - - -so--- - - -SD-- - -- -sa-- - --SD- --- GRADING PLAN SCALE 1/4" = 1'-0" 1 i t l l`.J r I 3 � 830 93 l- / j\_ EX RIM 831 67, �- LJ -7 U J 1 1 .71 1 - 1 ME 1 4 } t NEW STRUCTURE ON EXISTING STORM SEWER RIM=830 80 (ALT NO 2) r J — . f i r l I I r I I W NOTE WATER SERVICE, DRAIN LINE AND POWER SUPPLY PER FOUNTAIN MANUFACTURER REQUIREMENTS GRADING/DRAINAGE NOTES.- 1 OTES: 1 ALL EXCAVATED AREAS TQ BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHAM CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY eE PRESENT ON SITE ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTIUTY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIl2E CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTIUTY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS 19 ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION LEGEND ,1 t° EXISTING GRADE 846 17 PROPOSED GRADE 84fi.17 TW PROPOSED GRADE AT TOP OF WALL COPING ME MATCH EXISTING GRADE ti x x. ti r� CW Architects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolrs, Indiana 46240 3178487800 FAX 317 574 0957 ArcNtecture Ladeering PPlannriing Historic Architecture Landscape Architecture Interior Design Space Planning OCogynght 1998 Scope n.,. Gro sgs dcaa G utr yfnW x.p. d ur Drawings � n , f tee cnewoe theb 7finq tn, ma,.r twd ekm.nt, one m. Wa. a awns ed Sa* . ,,arms liw dro .q. m not "K kd to •+scats ar cava.., .of m mq for fan f th. C.+n ane . the ta. w m. r.Qarf— >� h eaan0.e W ece. �_ tar, Shag fvv,lt ae two r.puree tar the DroDv afeu0v, ae cempleton o! tM WL Revieiora 0 11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD 0) mi W cc z W a J C. Z z Uj W .2W z_ p >= a ccFm CL Z � a LU z 0 a� o- a a W CC o W 1 roa� Certified By L ""TL OF411 -1 s1`tuC•u�`````� Sheet No. (;104 8 of 10 sheets Fie No. 99306 1-7 J — . f l I I I W NOTE WATER SERVICE, DRAIN LINE AND POWER SUPPLY PER FOUNTAIN MANUFACTURER REQUIREMENTS GRADING/DRAINAGE NOTES.- 1 OTES: 1 ALL EXCAVATED AREAS TQ BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHAM CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY eE PRESENT ON SITE ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTIUTY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIl2E CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTIUTY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS 19 ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION LEGEND ,1 t° EXISTING GRADE 846 17 PROPOSED GRADE 84fi.17 TW PROPOSED GRADE AT TOP OF WALL COPING ME MATCH EXISTING GRADE ti x x. ti r� CW Architects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolrs, Indiana 46240 3178487800 FAX 317 574 0957 ArcNtecture Ladeering PPlannriing Historic Architecture Landscape Architecture Interior Design Space Planning OCogynght 1998 Scope n.,. Gro sgs dcaa G utr yfnW x.p. d ur Drawings � n , f tee cnewoe theb 7finq tn, ma,.r twd ekm.nt, one m. Wa. a awns ed Sa* . ,,arms liw dro .q. m not "K kd to •+scats ar cava.., .of m mq for fan f th. C.+n ane . the ta. w m. r.Qarf— >� h eaan0.e W ece. �_ tar, Shag fvv,lt ae two r.puree tar the DroDv afeu0v, ae cempleton o! tM WL Revieiora 0 11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD 0) mi W cc z W a J C. Z z Uj W .2W z_ p >= a ccFm CL Z � a LU z 0 a� o- a a W CC o W 1 roa� Certified By L ""TL OF411 -1 s1`tuC•u�`````� Sheet No. (;104 8 of 10 sheets Fie No. 99306 1-7 l I f I — f \/� / / / I I W NOTE WATER SERVICE, DRAIN LINE AND POWER SUPPLY PER FOUNTAIN MANUFACTURER REQUIREMENTS GRADING/DRAINAGE NOTES.- 1 OTES: 1 ALL EXCAVATED AREAS TQ BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHAM CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY eE PRESENT ON SITE ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTIUTY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIl2E CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTIUTY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS 19 ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION LEGEND ,1 t° EXISTING GRADE 846 17 PROPOSED GRADE 84fi.17 TW PROPOSED GRADE AT TOP OF WALL COPING ME MATCH EXISTING GRADE ti x x. ti r� CW Architects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolrs, Indiana 46240 3178487800 FAX 317 574 0957 ArcNtecture Ladeering PPlannriing Historic Architecture Landscape Architecture Interior Design Space Planning OCogynght 1998 Scope n.,. Gro sgs dcaa G utr yfnW x.p. d ur Drawings � n , f tee cnewoe theb 7finq tn, ma,.r twd ekm.nt, one m. Wa. a awns ed Sa* . ,,arms liw dro .q. m not "K kd to •+scats ar cava.., .of m mq for fan f th. C.+n ane . the ta. w m. r.Qarf— >� h eaan0.e W ece. �_ tar, Shag fvv,lt ae two r.puree tar the DroDv afeu0v, ae cempleton o! tM WL Revieiora 0 11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD 0) mi W cc z W a J C. Z z Uj W .2W z_ p >= a ccFm CL Z � a LU z 0 a� o- a a W CC o W 1 roa� Certified By L ""TL OF411 -1 s1`tuC•u�`````� Sheet No. (;104 8 of 10 sheets Fie No. 99306 1-7 l I f I — f \/� / / / I I W NOTE WATER SERVICE, DRAIN LINE AND POWER SUPPLY PER FOUNTAIN MANUFACTURER REQUIREMENTS GRADING/DRAINAGE NOTES.- 1 OTES: 1 ALL EXCAVATED AREAS TQ BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHAM CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY eE PRESENT ON SITE ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTIUTY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIl2E CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTIUTY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS 19 ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION LEGEND ,1 t° EXISTING GRADE 846 17 PROPOSED GRADE 84fi.17 TW PROPOSED GRADE AT TOP OF WALL COPING ME MATCH EXISTING GRADE ti x x. ti r� CW Architects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolrs, Indiana 46240 3178487800 FAX 317 574 0957 ArcNtecture Ladeering PPlannriing Historic Architecture Landscape Architecture Interior Design Space Planning OCogynght 1998 Scope n.,. Gro sgs dcaa G utr yfnW x.p. d ur Drawings � n , f tee cnewoe theb 7finq tn, ma,.r twd ekm.nt, one m. Wa. a awns ed Sa* . ,,arms liw dro .q. m not "K kd to •+scats ar cava.., .of m mq for fan f th. C.+n ane . the ta. w m. r.Qarf— >� h eaan0.e W ece. �_ tar, Shag fvv,lt ae two r.puree tar the DroDv afeu0v, ae cempleton o! tM WL Revieiora 0 11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD 0) mi W cc z W a J C. Z z Uj W .2W z_ p >= a ccFm CL Z � a LU z 0 a� o- a a W CC o W 1 roa� Certified By L ""TL OF411 -1 s1`tuC•u�`````� Sheet No. (;104 8 of 10 sheets Fie No. 99306 1-7 l I f I — f \/� / I I W NOTE WATER SERVICE, DRAIN LINE AND POWER SUPPLY PER FOUNTAIN MANUFACTURER REQUIREMENTS GRADING/DRAINAGE NOTES.- 1 OTES: 1 ALL EXCAVATED AREAS TQ BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHAM CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY eE PRESENT ON SITE ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTIUTY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIl2E CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTIUTY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS 19 ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION LEGEND ,1 t° EXISTING GRADE 846 17 PROPOSED GRADE 84fi.17 TW PROPOSED GRADE AT TOP OF WALL COPING ME MATCH EXISTING GRADE ti x x. ti r� CW Architects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolrs, Indiana 46240 3178487800 FAX 317 574 0957 ArcNtecture Ladeering PPlannriing Historic Architecture Landscape Architecture Interior Design Space Planning OCogynght 1998 Scope n.,. Gro sgs dcaa G utr yfnW x.p. d ur Drawings � n , f tee cnewoe theb 7finq tn, ma,.r twd ekm.nt, one m. Wa. a awns ed Sa* . ,,arms liw dro .q. m not "K kd to •+scats ar cava.., .of m mq for fan f th. C.+n ane . the ta. w m. r.Qarf— >� h eaan0.e W ece. �_ tar, Shag fvv,lt ae two r.puree tar the DroDv afeu0v, ae cempleton o! tM WL Revieiora 0 11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD 0) mi W cc z W a J C. Z z Uj W .2W z_ p >= a ccFm CL Z � a LU z 0 a� o- a a W CC o W 1 roa� Certified By L ""TL OF411 -1 s1`tuC•u�`````� Sheet No. (;104 8 of 10 sheets Fie No. 99306 1-7 I — f \/� r I ' I I W NOTE WATER SERVICE, DRAIN LINE AND POWER SUPPLY PER FOUNTAIN MANUFACTURER REQUIREMENTS GRADING/DRAINAGE NOTES.- 1 OTES: 1 ALL EXCAVATED AREAS TQ BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED SEE LAND- SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION 2 PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF NECESSARY 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHAM CONTACT THE A/E IMMEDIATELY IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS 4 ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE 5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY eE PRESENT ON SITE ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTIUTY COMPANIES OR DEPARTMENTS WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION 6 TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS 7 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION 8 TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 9 HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIl2E CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE 10 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION 11 EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC, TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS 13 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTIUTY EXISTING OR PROPOSED IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES 15 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE WATER MAY BE USED AS A REDUCER 16 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS 17 THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA 18 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS 19 ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION LEGEND ,1 t° EXISTING GRADE 846 17 PROPOSED GRADE 84fi.17 TW PROPOSED GRADE AT TOP OF WALL COPING ME MATCH EXISTING GRADE ti x x. ti r� CW Architects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolrs, Indiana 46240 3178487800 FAX 317 574 0957 ArcNtecture Ladeering PPlannriing Historic Architecture Landscape Architecture Interior Design Space Planning OCogynght 1998 Scope n.,. Gro sgs dcaa G utr yfnW x.p. d ur Drawings � n , f tee cnewoe theb 7finq tn, ma,.r twd ekm.nt, one m. Wa. a awns ed Sa* . ,,arms liw dro .q. m not "K kd to •+scats ar cava.., .of m mq for fan f th. C.+n ane . the ta. w m. r.Qarf— >� h eaan0.e W ece. �_ tar, Shag fvv,lt ae two r.puree tar the DroDv afeu0v, ae cempleton o! tM WL Revieiora 0 11/17/00 REISSUE Date Drawn By Checked By 11/17/00 MSO RLD 0) mi W cc z W a J C. Z z Uj W .2W z_ p >= a ccFm CL Z � a LU z 0 a� o- a a W CC o W 1 roa� Certified By L ""TL OF411 -1 s1`tuC•u�`````� Sheet No. (;104 8 of 10 sheets Fie No. 99306 1-7 EXISTING CONCRETE WALK 1 \ \ \ \ \ \ \ \ \ BRICK SIZE COLOR AND PATTERN TO MATCH EXISTING TUNNEL WALL \ \ TOP OF SOIL \ \ \ \ \ WALL BEYOND (SEE 5TRUCTURAL PLANS) \ \ \ \ \ \ \ \ \ \ — — - - - - — — TUNNEL WALL PAVER LAYOUT ALTERNATE NO. 5 NTS i" SAND SETTING BED SAND SWEPT JOINTS 4-4-2-1/4" STRAIGHT EDGE BRICK PAVERS SET HAND TIGHT I— 4' COMPACTED DRAINAGE FILL EXISTING ASPHALT WELL COMPACTED SUBGRADE PAVER DETAIL ALTERNATE NO. 5 NTS SELF LEVELING SEALANT —� Lir+„rtruni”^n 1/2" PREFORMED a EXPANSION JT CONC PVMT ---w BUILDING FACE OR CONCRETE PVMT EXTEND JT MATERIAL TO BOTTOM OF PVMT EXPANSION JOINT DETAIL NTS SAWN CONTROL JTS 4" CONC SLAB W 6X6 10/10 1/8- WIDE, MIN 1 " WWF W/BROOM FINISH CONTROL DEPTH JTS 0 10'-0 0 C MAX & EXP APPLIED ANTI SPALLING JTS © 40'-0" 0 C MAX COMPOUND -� NEENAH R-3472 #4 REBARS 0 12" 0 C / BOTH WAYS EX 12" STORM FILL W/ CONC & 7 �7 3�SO WARP TO MEET INVERTS NOTE CONTRACTOR'S OPTION PRECAST W/ SAME REINFORCEING (INDOT TYPE "A") CATCH BASIN DETAIL 0 - NTS C105 ------------------ 1-1/4" GALV STEEL TUBE GUARDRAIL ALIPHATIC POLYURETHANE COATING ON ENTIRE RAILING SYSTEM SEE SPECIFICATIONS GROUT OR ANCHORING CEMENT ,1• GALVANIZED STEEL TUBE FLANGE, ATTACH AS NECESSARY TO MEET STRUCTURAL PERFORMANCE, BY MEANS OF EXPANSION BOLTS INTO CONCRETE NOTE SEE STRUCTURAL PLANS FOR WALL DETAILS GUARDRAIL CONNECTION DETAIL SCALE 1" = 1'-0" 4 MAX OPENING 3/4' GALV StEEI. TU81NG-\ zll 1-1/4• GALV STEEL. TUBES NOTE PATTERN AND MATERIAL TO MATCH EXISTING RAILING GUARDRAIL D E TAIL SCALE NTS RETAINIG WALL FOOTING 8335 82925 82825 RETAINING WALL ELEVATION SCALE 1/2" = 1'-0" 1" GAP BELOW CAP 4" PRECAST CAP T/W 833 08 1" OVERHANG /— BRICK VENEER, MATCH EXIST WALL 1/2' EXP JT 4" CONCRETE 2 #4 BARS CONT SEATWALL DETAIL SCALE 1/2" = V-0" PRECAST COPING • 1' 4" DRAINAGE FILL �-- STAINLESS STEEL (0 018') DEFORM THROUGH 1-1/2- TYP WALL FLASHING PER SMACNA PLATE #54 EXTEND 1/4" BEYOND BRICK FACE MORTAR IN TOP COURSE TO INCLUDE ACRYLIC LATEX ADDITIVE TYPICAL OF ALL AREAS IN CONTACT WITH DEFORMED FLASHING STAINLESS STEEL FLASHING CAP OVER DOWEL PER SMACNA PLATE #54, SEAL TO DEFORMED FLASHING STAINLESS STEEL DOWEL 0 24" OC MAX, WITH A MIN OF 2 PER CAST STONE SECTION NOTE SEE STRUCTURAL PLANS FOR WALL DETAILS WALL CAP DETAIL SCALE 1 " = 1'-0" NOTE CONTROL JTS & EXPANSION JTS SPACING jaill ll-�Ii ICIMIBOVEARY ll� I�I�r�� ll- F111[1=-1L11 MAY THE ARE MAXIMUIMEN SIEESI �I I PLANS FOR ANY VARIATIONS Indianapolis, Indian 46240 317 848 7800 EITHER INDICATED OR IMPLIED 4" CONCRETE SLAB DETAIL Interior Design Space Planning 07 NTS e, Shr he" . —w Nr —1 ft ��tyRepo n Lama (mchbctirat dem anacep D�rawffM w diaerotae, ar th, i.aa.+p w mater ara tee- tual dm"Ms Wed Sha type d aLrwLeal mean car d.UW Okt Th. Ot'.nga 0. nal t> r . and C—r — aiof ftpr 4 - mnaa d tM c. *.& 0 U. b— d SM penemr an"tl fum,n ,0 1 m rre�adiar 0. pp pr ft—t- and cpnpkbm d U" wk C 105, NEENAH R-3472 #4 REBARS 0 12" 0 C / BOTH WAYS EX 12" STORM FILL W/ CONC & 7 �7 3�SO WARP TO MEET INVERTS NOTE CONTRACTOR'S OPTION PRECAST W/ SAME REINFORCEING (INDOT TYPE "A") CATCH BASIN DETAIL 0 - NTS C105 ------------------ 1-1/4" GALV STEEL TUBE GUARDRAIL ALIPHATIC POLYURETHANE COATING ON ENTIRE RAILING SYSTEM SEE SPECIFICATIONS GROUT OR ANCHORING CEMENT ,1• GALVANIZED STEEL TUBE FLANGE, ATTACH AS NECESSARY TO MEET STRUCTURAL PERFORMANCE, BY MEANS OF EXPANSION BOLTS INTO CONCRETE NOTE SEE STRUCTURAL PLANS FOR WALL DETAILS GUARDRAIL CONNECTION DETAIL SCALE 1" = 1'-0" 4 MAX OPENING 3/4' GALV StEEI. TU81NG-\ zll 1-1/4• GALV STEEL. TUBES NOTE PATTERN AND MATERIAL TO MATCH EXISTING RAILING GUARDRAIL D E TAIL SCALE NTS RETAINIG WALL FOOTING 8335 82925 82825 RETAINING WALL ELEVATION SCALE 1/2" = 1'-0" 1" GAP BELOW CAP 4" PRECAST CAP T/W 833 08 1" OVERHANG /— BRICK VENEER, MATCH EXIST WALL 1/2' EXP JT 4" CONCRETE 2 #4 BARS CONT SEATWALL DETAIL SCALE 1/2" = V-0" PRECAST COPING • 1' 4" DRAINAGE FILL �-- STAINLESS STEEL (0 018') DEFORM THROUGH 1-1/2- TYP WALL FLASHING PER SMACNA PLATE #54 EXTEND 1/4" BEYOND BRICK FACE MORTAR IN TOP COURSE TO INCLUDE ACRYLIC LATEX ADDITIVE TYPICAL OF ALL AREAS IN CONTACT WITH DEFORMED FLASHING STAINLESS STEEL FLASHING CAP OVER DOWEL PER SMACNA PLATE #54, SEAL TO DEFORMED FLASHING STAINLESS STEEL DOWEL 0 24" OC MAX, WITH A MIN OF 2 PER CAST STONE SECTION NOTE SEE STRUCTURAL PLANS FOR WALL DETAILS WALL CAP DETAIL SCALE 1 " = 1'-0" a 79 N ; F C'%W"Architects Engineers&interiors 9100 Keystone Crossing Suite 200 Indianapolis, Indian 46240 317 848 7800 FAX 317 574 0957 Architecture ErKjhog Lan�Plammg Hietonc Architecture Landscape Architecture Interior Design Space Planning ®Copyright 1998 e, Shr he" . —w Nr —1 ft ��tyRepo n Lama (mchbctirat dem anacep D�rawffM w diaerotae, ar th, i.aa.+p w mater ara tee- tual dm"Ms Wed Sha type d aLrwLeal mean car d.UW Okt Th. Ot'.nga 0. nal t> r . and C—r — aiof ftpr 4 - mnaa d tM c. *.& 0 U. b— d SM penemr an"tl fum,n ,0 1 m rre�adiar 0. pp pr ft—t- and cpnpkbm d U" wk RevWom 0 11/17/00 REISSUE Date Drawn By Checked By 10/11/00 MSo RLD L Q uu C� J a a � CL Co C0 1�z JZ LU W Q 2 W Uj 0 O a co z Q z 0 lJ a — LU a 2 0 - H a Uj Q .Ja C) LU a W cc tJ an -J W CO)H Certified By •masn::rs. e TEAFF9 y' PE1 00280 -0 STATE OF Q ern" 0� ' /rvD I AN 0 NAL �r�4rrq trniruuttttU ed Sheet No C105 9 of 101 Fie No 99306 a 79 PLANTING NOTES: 1 IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE 2 ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" LAYER OF SHREDDED HARDWOOD BARK MULCH ALL GROUND COVER BEDS SHALL BE COVERED W/ 2" SHREDDED HARDWOOD BARK MULCH MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED 3 AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY 4 FINAL PLACEMENT OF PLANT MATERIALS, ECT SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT LINES W/ OCCASIONAL WOOD STAKES FOR REFER- ENCE ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE 5 NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT ID AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT 6 ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN 7 PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT 8 ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR 9 LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING LAWN SHALL BE FERTILIZED W/ 12-12-12 ANALYSIS FERT AT A RATE OF 10lbs /1000s f.AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SEEDING LAWNS TO BE SEEDED W/ MECHANICAL SPREADER AT A RATE OF 5lbs /1000s f APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST LIGHTLY RAKE, ROLL W/ 200lbs ROLLER, AND APPLY HYDROMULCH (NO STRAW MULCH) AFTER SEEDING 10 THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK DOUBLE STRAND 12 GA WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF— STAKES SUITABLE CORD BANDING BURLAP OR HEAVY CREPE TREE WRAP MATERIAL PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL FINAL GRADE---�, SOIL BACKFILL TO BE 75% TOPSOIL & 25% PEAT (TAMPED) REMOVE BINDING 11 PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT 12 LANDSCAPE CONTRACTOR SHALL NOTIFY LASNDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS 13 ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED PERMANENT SEEDED LAWNS AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT SEED MIX SHALL CONSIST OF 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS PARK KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGRASS 14 ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORETHAN 27. OF ANY LAWN AREA ANY AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED 15 ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT ALL SEEDED LAWNS SHALL BE MAIN- TAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR MAINTENANCE TO INCLUDE WATERING WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS 16 CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT 17 ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4'-6" APPROVED TOPSOIL PRIOR TO SEEDING OPERATIONS 18 BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS TOP LAYER OF BACKFILL SHALL BE 1007. EXISTING TOPSOIL A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACK- FILL AT APPROVED RATES 19 ALL EXISTING TREES TO BE RELOCATED SHALL BE DIRECT TRANSPLANTED BY A MECHANICAL TREE SPADE IN A PROPER SIZE AS DETERMINED BY AMERICAN ASSOC OF NURSERYMEN STANDARDS FOR PLANT MATERIAL ALL TRANSPLANTING OF TREES SHALL BE DONE DURING THE PROER SEASON FOR EACH SPECIES TREES SHALL BE RELOCATED DIRECTLY TO NEW LOCATIONS OR TO HOLDING AREA FOR LATER TRANSPLANT FOLLOWING CONSTRUCTION FINAL LOCATION AND SIZE ARE NOTED ON PLANS 20 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION CAP PLANTING PIT W/ 2-3" OF CLAY TOPSOIL PRIOR TO MULCHING 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER '=111=11 NOTE STAKE & GUY TREES AS SHOWN IF M2" SITE CONDITIONS DICTATE EXISTING SUBSOIL OR COMPACTED BACKFILL TREE PLANTING DETAIL o2 C10 NTS 3" LAYER OF SHREDDED HARDWOOD BARK MULCH - CAP PLANTING PIT W/ON SITE CLAY TOPSOIL PRIOR TO MULCHING (2-3") EARTH SAUCER FIN GRADE —�� PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN GRADE MOUND SOIL OVER BALL, RHODODENDRONS & OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS OVER BALL & MULCH HEAVILY INSTALL FERTILIZER TABLETS OR SPIKES EXISTING SOIL OR SOIL BACKFILL TO BE 75% COMPACTED BACKFILL TOPSOIL & 25% PEATMOSS SIZE NOTES TAMPED TO PREVENT Spreading Cotoneaster 6" MAX SETTLEMENT No 5 Cont - Plant 36" 0 C Max SHRUB PLANTING DETAIL 03 6' B&B WM C 106 NTS 16 1 18" 1 No 3 Cont LAYOUT KEY N07 OA FOUNTAIN, SEE DETAIL 01/C103 © 5' BENCH, VICTOR STANLEY INC MOE © SIDE OPENING LITTER RECEPTACLE, L THE SCARBOROUGH RECEPTACLE SIDI MODEL SC 5002-24-40, COLOR BLA @D ANNUALS OE EXISTING MONON TRAIL TUNNEL WALL 4 1" ABOVE 1" LAYER OF SHREDDED GRADE HARDWOOD MULCH U FIN GRADE GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4- A FULL LAYER (MIN COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX INCLUDE FERTILIZER AT APPROVED RATES GROUND COVER OR FLOWER BED DETAIL 01 NTS CIC CITY CENTER DRIVE PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE NOTES CD Cotoneaster divancatus Spreading Cotoneaster 36 36' No 5 Cont - Plant 36" 0 C Max TO Thuja occidentalis 'Techny' Techny Arborvitae 12 6' B&B WM Weigola flonda 'Minuet' Minuet Weigela 16 1 18" 1 No 3 Cont GENERAL NOTE BACKFILL FOR RAISED PLANTER TO BE 75% TOPSOIL AND 25% PEATMOSS LAYOUT PLAN ALTERNATE /4 1 SCALE 1/4" = 1'—ON LEGEND ANNUALS ayyc, � f a CM Architects Engineers&interiors 9100 Keystone Crossing Suite 200 Indianapolis Indiono 46240 317 848 7300 FAX 317 574 0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning ®Capynght 1998 scope re,. ara.ny..weee. nr qn.n, wp d is Pre[ed a N—n d ereneea.d dregn rane.oe. 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