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07020007 Civil Construction Plans Rcv. 1/19/2007 DOCS
0 3 0 Briarsfone Tr ss C� Tanbark Ln L%EIE2% pvqL%p A NOT TO SCALE .. ................. ............................................................... I ........... :_1 ....... .......... ...... ;'x"-;-- ......................... - ' iii. ; ;;z .., --- - - - - - - - - - - - - - - - - - - - - - - -------- - - - --- - -- --------------- ------------ ...... . ZONEM [E I �oc�o��o�V �� A NOT TO SCALE - a W O N s rSETE a SCALE: 111==601 i SEC. 22, T1 8N, R4E 0 OFF C[E SU [D 8 2 (C01\\TSTRUCTH0H F HS) HA EL DELL PAR . A Ll Op DC�C��OpC�G�o P L U Pvq The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X (unshaded) as said tract plots by scale on Community Panel Number 18057CO227F the Flood Insurance Rate Maps for the City of Carmel of Hamilton County, Indiana (maps dated February 19, 2003). The subject tract is zoned PUD as part of the Riverview Medical Park. HDOO)C=F�T Tqc)o DOCKET NO. REVISIONS: DATE: I BY. DESCRIPTION: r��9 JQ pl1GI ERS9 LC 11911 LAKESIDE DRIVE FISHERS, INDIANA 46038 PHi 317=696=9595 FAXi 317=844m4678 CONTACT. TIMOTHY C. HULL, EMAIL.- Tim.Hull@cbre-com Z �Clnrl�110� oi(Rr Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317 -826 -7200 Fax Home Builder Services www.schneidereorp.com ' p m Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: Robert L. Doster, P. E. E —MAIL ADDRESS: rdoster @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: RLD HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN CHECKED BY: ALF DATE CHECKED: 01/16/07 PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2006, The Schneider Corporation qaz00 01 < I I1MA 1; -0 I � I� ORIGINATING TTB- 2(1996) In Hamilton County, an iron pin in concrete established by the Indiana Flood Control and Water Resources Commission, located 25.8 feet north of the center of Gray Road and 24.4 feet east of the center of Cherry Tree Road. Elevation = 798.40 feet(NGVD 1929) (Provided by American Consulting) TBM #105 Benchmark used in prior surveys performed by The Schneider Corporation under Job #3462.002, taken from survey performed by ACE American Consulting, Inc., Job #20000342, dated May 26, 2000, described as follows: "Chiseled Square on West side of traffic pedestal pad on southeast quadrant 146th Street & Hazel Dell Parkway, Elevation = 790.63 (NGVD 1929) TBM #1 Cut "X" in the southeast flange bolt of a fire hydrant along the south side of 146th Street at the middle of the north side of the subject tract. ELEV. = 787.94 (NGVD 1929) TBM #2 Cut square on the back of the concrete curb, west of a curb inlet, along the north side of the drive crossing the south side of the subject tract, at the southwest comer of the subject tract. ELEV. = 784.10 (NGVD 1929) loin OVER , Al- DATE: JOB No. 3462.008 FILE NAME: S: \3k \3462 \008 \dwgs \C100.dwg SHEET (C11(a(9 OF 13 INDEX SHEET No. DESCRIPTION C100 COVER SHEET B101 ALTA ACSM LAND TITLE SURVEY C101 SITE PLAN C102 SITE GRADING PLAN C103 SITE UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803 —C804 GENERAL DETAILS C901 SPECIFICATIONS L100 LANDSCAPING PLAN & DETAILS SL1 LIGHTING PLAN AND-DETAILS Z �Clnrl�110� oi(Rr Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317 -826 -7200 Fax Home Builder Services www.schneidereorp.com ' p m Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: Robert L. Doster, P. E. E —MAIL ADDRESS: rdoster @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: RLD HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN CHECKED BY: ALF DATE CHECKED: 01/16/07 PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2006, The Schneider Corporation qaz00 01 < I I1MA 1; -0 I � I� ORIGINATING TTB- 2(1996) In Hamilton County, an iron pin in concrete established by the Indiana Flood Control and Water Resources Commission, located 25.8 feet north of the center of Gray Road and 24.4 feet east of the center of Cherry Tree Road. Elevation = 798.40 feet(NGVD 1929) (Provided by American Consulting) TBM #105 Benchmark used in prior surveys performed by The Schneider Corporation under Job #3462.002, taken from survey performed by ACE American Consulting, Inc., Job #20000342, dated May 26, 2000, described as follows: "Chiseled Square on West side of traffic pedestal pad on southeast quadrant 146th Street & Hazel Dell Parkway, Elevation = 790.63 (NGVD 1929) TBM #1 Cut "X" in the southeast flange bolt of a fire hydrant along the south side of 146th Street at the middle of the north side of the subject tract. ELEV. = 787.94 (NGVD 1929) TBM #2 Cut square on the back of the concrete curb, west of a curb inlet, along the north side of the drive crossing the south side of the subject tract, at the southwest comer of the subject tract. ELEV. = 784.10 (NGVD 1929) loin OVER , Al- DATE: JOB No. 3462.008 FILE NAME: S: \3k \3462 \008 \dwgs \C100.dwg SHEET (C11(a(9 OF 13 n EAST 146TH STREET N. LINE NN4M SEC. 22, T.18N., R.4E. G G G U ... T - o00 T 000 000 W • -2 ft- 2 STORY ``° MASONRY BUILDING HTO ±251 Aq X10 10 X x� O X �� 1 1 X // ��--� A 1 1b 1 3 10. ,,,,..,.. -,,,,, v -- -,.,,. XX 20' GAS LINE EASEMENT INST. #9602516 Parcel 2 in Riverview Medical Park, per plat thereof recorded as Instrument Number 2003 - 88086, Plat Cabinet 3, Slide 242, in the Office of the Recorder of Hamilton County, Indiana. T -� - --- T ---- -- �n IRW M A. L 1o���°O 1�0• o' \ ��o• oti 43% O h 00 4 o " 1b• 1 CN,% �- �1 X .I oft"T,.m %§0, AC 4 1A°'• O , X 775 , 4V THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. - The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. L oil I0 IrI c (t) NCI ; \ Indiana Underground Utility u was contacted for marking of utilities n EAST 146TH STREET N. LINE NN4M SEC. 22, T.18N., R.4E. G G G U ... T - o00 T 000 000 W • -2 ft- 2 STORY ``° MASONRY BUILDING HTO ±251 Aq X10 10 X x� O X �� 1 1 X // ��--� A 1 1b 1 3 10. ,,,,..,.. -,,,,, v -- -,.,,. XX 20' GAS LINE EASEMENT INST. #9602516 Parcel 2 in Riverview Medical Park, per plat thereof recorded as Instrument Number 2003 - 88086, Plat Cabinet 3, Slide 242, in the Office of the Recorder of Hamilton County, Indiana. T -� - --- T ---- -- �n IRW M A. L 1o���°O 1�0• o' \ ��o• oti 43% O h 00 4 o " 1b• 1 CN,% �- �1 X .I oft"T,.m %§0, AC 4 1A°'• O , X 775 , 4V THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. - The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. L oil I0 IrI c (t) NCI ; \ Indiana Underground Utility Location Service (1- 800 - 382 -5544) was contacted for marking of utilities Storm Sewer Gas City of Carmel Indiana Gas Company One Civic Square 15900 Allisonville Road Carmel, Indiana 46032 Noblesville, Indiana 46061 (317) 571 -2441 (317) 776 -5534 (Don Purdue) Streets Electric City of Carmel Cinergy (PSI) One Civic Square 1441 S. Gilford Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571 -2441 (317) 581 -3027 (Mariea Coonce) Water Sanitary Sewer Carmel Utility Department Clay Township Regional Waste District One Civic Square 10755 North College Avenue Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571 -2442 (317) 844 -9200 Telephone Cable Ameritech Time Warner Cable 220 North Meridian Street 516 East Carmel Drive Indianapolis. Indiana 46204 Carmel, Indiana 46032 (317) 265 -4$78 (317) 848 -47226 (Jason Kirkman) Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800 - 428 -5200 Note: The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. II M. loll , 0, oil V 0 V VA z,, 5, , ft "URB INLET (ST;-`1 686) 3462.008 DRAWN BY: CHECKED BY: N 781/47 R (`, P W '?,41, "V, '7'8 1, 2 9 0 2' CPP' NW INV,, = 777,115 02` 783.21 "'1'5"' Rrp) N 111W, 781,29 2 S: \3k \34&2 \008 \dwgs \6101.dwg co XREF: S: \3k\3462\008\dwgs\008DEMOBS..dwg M RM CURB 780,9^ STORM "'72,77 (18' RCP) 8161 E NV1, = 772,67 (18' RCP) � W INkt. = 780,,38 0 8' CPP) � E-1x I N 11`4111 %/k, = 780,,46 18 CPP) STORM INLI.;.,-.-.T (ST#1878) STORM CURB INI-I,11T 'S / STOfflAA, 0.)RB IN11T (ST#1,373-' R CP) S I N V, 7845;1 (I RCP' � w A co ,"NV, , 779:1,7 , RCP) // STORM R9 R i t i % % / / / , ('1,2" � I /I i , / 784"00 E fl`,,,V. 7 / . ;, = ,, ., RCP` i • • I r• , I, E 111,11",41"V, E INV, 77152 P',11C) ,"18"" RCP) (8` / STORM CURB `HO, ., , „/ N INV, = 776,72 "112"' RCPI W I N'v, = 773,47 (8' 'E- INV,, fll 2' R C P), 'N' S N 77938 (12"" R C,"- E 1, = 7 7 6 2 '6" PV') STORM CURB IN1,1T 'f(S 4 0) ",-3, N = 77147 (10" PVC) 1, W 776,13 (IN"'3" RU 'N ""P' -.-,.ANITARY MANHOLE s,"SS#166 J NW 776,:`3 (12! i I i• iI '%- I / - r , , .. •ter /! / r / / „� 776,16 / 111 / /, // +/ (MANI�--!'..)LE i it I / / �'� / i 'NV,, 771^6 ("4' RCP) 12 R IN,/,, 7 0' -112 R C" I'P) Sl #1121) N I NV, 773,05 (10" PV/") '� / // (24 / C',*') J ! 775,10 / STEEL` ' i ; '1/1, 771, / / %, i% / r / , '5. -`10 I S 41 V, 7 7 (61' /'i• r,.,,. /, /;it / //, CURB /i %, i i ' ii i�;;ii i / /.N,, / /i; i 1,3"'T / .'9/ /i,r/��// (SS#"'/ /iii i STORM ) TIC .,,, 779,517 T C 4 5 I /,, / 8 / ,. W 9 (18 R C t'J," 111"41, 'V1, = 775,,20 W` STEOL)") W i N 7 8 2", 2 3 2' Cp'p) ' , / , / , ,% / I , / / / P 1/2" / , �, 77'15 i 1T,',` ' S iNV, 773,45 1' 18 " R C OP S 11 N V, 77"1-/,,.20 ('6,' S I'E"'Aq `-3,;,I`f)RM CURB ILE,";,/, S `51 6 13) I 9, ,,/: , 713;ru, 41, W INV,, 7 7 17 5 8 P) ASSUMED NORTH SCALE: 1"=30 HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 31 N( r ,�1, \I.:I� ORIGINATING TTB- 2(1996) In Hamilton County, an iron pin in concrete established by the Indiana Flood Control and Water Resources Commission, located 25.8 feet north of the center of Gray Road and 24.4 feet east of the center of Cherry Tree Road. Elevation = 798.40 feet(NGVD 1929) (Provided by American Consulting) TBM #105 Benchmark used in prior surveys performed by The Schneider Corporation under Job #3462.002, taken from survey performed by ACE American Consulting, Inc., Job #20000342, dated May 26, 2000, described as follows: "Chiseled Square on West side of traffic pedestal pad on southeast quadrant 146th Street & Hazel Dell Parkway, Elevation = 790.63 (NGVD 1929) TBM #1 Cut "X" in the southeast flange bolt of a fire hydrant along the south side of 146th Street at the middle of the north side of the subject tract. ELEV. = 787.94 (NGVD 1929) TBM #2 Cut square on the back of the concrete curb, west of a curb inlet, along the north side of the drive crossing the south side of the subject tract, at the southwest corner of the subject tract. ELEV. = 784.10 (NGVD 1929) II I (I I n NII�> ® ®® INLET OR CATCH BASIN ® SEWER MANHOLE ® TELEPHONE MANHOLE 0 ACCESS COVER Q TRAFFIC MANHOLE © WATER MANHOLE 0 MANHOLE 'COCLEANOUT AREA LIGHT UTILITY POLE WITH GUY WIRE XR UTILITY POLE WITH RISER -'00�SrJ FLAG POLE e TRAFFIC POLE ou UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMER ® CONDITIONING UNIT -Doa- UTILITY VALVE V HYDRANT O WELL -"- WATER VALVE OW WATER METER -><- GAS VALVE OG GAS METER SIGNS ® MAILBOX TREE, SHRUB BENCHMARK SOIL BORING ---- - - - - -- OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S SEWER LINE UNDERGROUND STORM SEWER UNDERGROUND SANITARY SEWER EDGE OF WOODS -X -X -X FENCE LINE 000 FLOW LINE �� \11111111 ! I!!J /t� j / / NAt 111111111111����i\` DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2006 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GI S * LI S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: V 01/16/07 3462.008 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: EXISTING CONDITIONS PLAN DRAWING FILES: S: \3k \34&2 \008 \dwgs \6101.dwg co XREF: S: \3k\3462\008\dwgs\008DEMOBS..dwg M � w � E-1x Cd � a w A co T 1 A � � x DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: EXISTING CONDITIONS PLAN DRAWING FILES: S: \3k \34&2 \008 \dwgs \6101.dwg XREF: S:\3k\3462\008\dwgs\1RIe1.dwg XREF: S: \3k\3462\008\dwgs\008DEMOBS..dwg SHEET NO.: PARCEL 3 �hoN LpuIr ImE I10> 12 k""T04-1 LA I IICJI�II (t) I — __ 0 Parcel 2 in Riverview Medical Park the plat of which is recorded as Instrument Number 2003- 88086, Plat Cabinet 3, Slide 242, in the Office of the Recorder of Hamilton County, Indiana. IIG�llll N697b /_s2_W 350.52 INS1, #200/4407 SUMMARY TABLE ZONING ON PARCEL: = PUD EXISTING BUILDING #11, = 9,520 S.F. PROPOSED BUILDING #2 —PHASE 1: = 8,580 S.F. PHASE 2: = 10,205 S.F. REQUIRED PARKING: BLDG #1 -1 P.S. /300 S.F. BLDG. AREA: 32 P.S. PROPOSED BLDG #2— PHASE 1 — 1 P.S. /300 S.F. BLDG. AREA.: 29 P.S. PHASE 2— 1 P-S./300 S BLDG. AREA' 34 P.S. TOTAL PARKING SPACES REQUIRED: 95 P.S. PROMED PARKING: EXISTING PARKING SPACES: 56 P.S. PROP. STANDARD PARKING SPACES: 24 P.S. PROP. HANDICAP PARKING SPACES: 2 P.S. FUTURE STANDARD PARKING SPACES: 15 P.S. TOTAL PARKING SPACES PROVIDED: 97 P.S. V son P I V THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify y and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. ASSUMED NORTH SCALE: 1"=30 ' HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCA110N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ......,..,,..... ....................... ................. ..,.. ... „ii /. /, .i .i� ,,,iii,,.,,.ii ....,. .........................................,...,..,,....,..,...................,...,...,,.,,.,,..,,._..--,,,.....,.....,,.,......,..... ..,1.............1,,,..,,,,,.,. ALL RADII AND OTHER DIMENSIONS FOR fi STANDING " CURB AND 2 CHAIRBACK CURB ARE TO THE FACE OF CURB. .,.. ,,,.,,,,,,, /,..i. /,/::, .., , ,.; ,,,,,,,,,,,,,,,,,,.,...,,,,.1,,,,,.,, 1, l,,,,,,,,,,,.,,,,,,,,,,,,......,,,,, N.,,,,..,,,,...,,,,,,,,,,,.,,,,,, ,,.,,,,,,,,,,,,,,,.,,1,.,,,,,,. ,....,- R DIMENSIONS FOR 2 ROLL CURB ARE RADII AND OTHER ' ...... ,,.. .....................,........, TO BACK OF CURB. „ .,.......,.. � ................... .......... .. ....... "...- ................,., ....................................... 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING ............. TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS 2111 OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF. EACH UTILITY B ,,,,,,,,,,,,,,,,..., BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS , Tye OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL \Y GOVERNING AUTHORITIES. -- „- ,,,,,, -- --- - -- - - - - - -- - - -- 5 TEMPORARY TRAFFIC CONTRO o o L DURING CONSTRUCTION TO o o_ " " " " "_ lo lo CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 0 0 0 6. ALL CONSTRUCTION ACTIVITY TY ON THIS ��"��"� SITE TO BE PERFORMED o 0 i r1/"AR,11'.1"?01NT IN COMPLIANCE WITH APPLICABLE 0. oo o S.H.A. STANDARDS FOR , WORKER SAFETY. ,. . , , ... ,,, CARt., ; % � ;,, i i 's o 0 1 o oo BY OTHERS 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF OTol HERS) FOUNDATION WALL. 15,428 SF 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9 SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATE ORMS. SIDEWALK SCORES ARE ,-'. TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5 INTERVALS OR WITH ' LESS WI EXPANSION JOINT EVERY 20 OR LESS. /iii �////i L 1 'CA' PARK /', , i %: % / i / ,Y• f, y. , ' /.., i i /'� %'• /'. /., ..,....iii. .ii.....,. ,....,..... ........... ...... ",,,, ,,,,,i,,,.. ..ii.,..., ,....i..... ........... .._...i... MI M I c � I M, Il�lll�> Existing Utility Pole Existing Trees ................. / ..... „,,,,,,.,,,,,,,i ,,,,,,,,,,,,,, Existing Fence Heavy Duty Pavement Concrete Pavement Q 6” Straight Curb 4 C803 eQ Landscape Area Curb &Walk 6 � C803 C803 6 Q Walk Q 15 1 C803 Handicap Ramp g C803 C803 Q Concrete Dumpster Pad (REFER T0 ARCF91ECiURAI PLANS) Q Handicap Parking Sign � 10 '12 C803 C803 0 Screen Wall for Mechanical Equipment (See Architectural Plans for Details) Q Light Duty* Pavement 5 Pavement Striping C803 Q Bike Rack Area 13 C803 Q Remove Existing Storm Pipe Q Remove Existing Curb Q 8'X20' Parking Spaces (A.D.A. REQUIREMENTS) Q 9'X20' Parking Spaces Q 9'X18' Parking Spaces xx, 0%II11111I DER T 0 OFr 'j AND I ANP r� . �/bNAI- 1`11111il;11111 N-% ! I I I 1 1111 1 1 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GI S * LI S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering V 01/16/07 3462.008 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: SITE PLAN DRAWING FILES: N697b /_s2_W 350.52 INS1, #200/4407 SUMMARY TABLE ZONING ON PARCEL: = PUD EXISTING BUILDING #11, = 9,520 S.F. PROPOSED BUILDING #2 —PHASE 1: = 8,580 S.F. PHASE 2: = 10,205 S.F. REQUIRED PARKING: BLDG #1 -1 P.S. /300 S.F. BLDG. AREA: 32 P.S. PROPOSED BLDG #2— PHASE 1 — 1 P.S. /300 S.F. BLDG. AREA.: 29 P.S. PHASE 2— 1 P-S./300 S BLDG. AREA' 34 P.S. TOTAL PARKING SPACES REQUIRED: 95 P.S. PROMED PARKING: EXISTING PARKING SPACES: 56 P.S. PROP. STANDARD PARKING SPACES: 24 P.S. PROP. HANDICAP PARKING SPACES: 2 P.S. FUTURE STANDARD PARKING SPACES: 15 P.S. TOTAL PARKING SPACES PROVIDED: 97 P.S. V son P I V THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify y and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. ASSUMED NORTH SCALE: 1"=30 ' HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCA110N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ......,..,,..... ....................... ................. ..,.. ... „ii /. /, .i .i� ,,,iii,,.,,.ii ....,. .........................................,...,..,,....,..,...................,...,...,,.,,.,,..,,._..--,,,.....,.....,,.,......,..... ..,1.............1,,,..,,,,,.,. ALL RADII AND OTHER DIMENSIONS FOR fi STANDING " CURB AND 2 CHAIRBACK CURB ARE TO THE FACE OF CURB. .,.. ,,,.,,,,,,, /,..i. /,/::, .., , ,.; ,,,,,,,,,,,,,,,,,,.,...,,,,.1,,,,,.,, 1, l,,,,,,,,,,,.,,,,,,,,,,,,......,,,,, N.,,,,..,,,,...,,,,,,,,,,,.,,,,,, ,,.,,,,,,,,,,,,,,,.,,1,.,,,,,,. ,....,- R DIMENSIONS FOR 2 ROLL CURB ARE RADII AND OTHER ' ...... ,,.. .....................,........, TO BACK OF CURB. „ .,.......,.. � ................... .......... .. ....... "...- ................,., ....................................... 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING ............. TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS 2111 OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF. EACH UTILITY B ,,,,,,,,,,,,,,,,..., BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS , Tye OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL \Y GOVERNING AUTHORITIES. -- „- ,,,,,, -- --- - -- - - - - - -- - - -- 5 TEMPORARY TRAFFIC CONTRO o o L DURING CONSTRUCTION TO o o_ " " " " "_ lo lo CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 0 0 0 6. ALL CONSTRUCTION ACTIVITY TY ON THIS ��"��"� SITE TO BE PERFORMED o 0 i r1/"AR,11'.1"?01NT IN COMPLIANCE WITH APPLICABLE 0. oo o S.H.A. STANDARDS FOR , WORKER SAFETY. ,. . , , ... ,,, CARt., ; % � ;,, i i 's o 0 1 o oo BY OTHERS 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF OTol HERS) FOUNDATION WALL. 15,428 SF 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9 SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATE ORMS. SIDEWALK SCORES ARE ,-'. TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5 INTERVALS OR WITH ' LESS WI EXPANSION JOINT EVERY 20 OR LESS. /iii �////i L 1 'CA' PARK /', , i %: % / i / ,Y• f, y. , ' /.., i i /'� %'• /'. /., ..,....iii. .ii.....,. ,....,..... ........... ...... ",,,, ,,,,,i,,,.. ..ii.,..., ,....i..... ........... .._...i... MI M I c � I M, Il�lll�> Existing Utility Pole Existing Trees ................. / ..... „,,,,,,.,,,,,,,i ,,,,,,,,,,,,,, Existing Fence Heavy Duty Pavement Concrete Pavement Q 6” Straight Curb 4 C803 eQ Landscape Area Curb &Walk 6 � C803 C803 6 Q Walk Q 15 1 C803 Handicap Ramp g C803 C803 Q Concrete Dumpster Pad (REFER T0 ARCF91ECiURAI PLANS) Q Handicap Parking Sign � 10 '12 C803 C803 0 Screen Wall for Mechanical Equipment (See Architectural Plans for Details) Q Light Duty* Pavement 5 Pavement Striping C803 Q Bike Rack Area 13 C803 Q Remove Existing Storm Pipe Q Remove Existing Curb Q 8'X20' Parking Spaces (A.D.A. REQUIREMENTS) Q 9'X20' Parking Spaces Q 9'X18' Parking Spaces xx, 0%II11111I DER T 0 OFr 'j AND I ANP r� . �/bNAI- 1`11111il;11111 N-% ! I I I 1 1111 1 1 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GI S * LI S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: V 01/16/07 3462.008 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: SITE PLAN DRAWING FILES: S: \3k\3462\008\dwgs\Cl Ol.dwg CO co XREF: S: \3k \3482 \008 \dwgs \Tit1e1.dwg co C co XREF: S: \3k\3462\008\dwgs\008DEMOBS..dwg XREF: S: \3k \3462 \003 \dwgs \cihl \PARCtbs.dwg lid, It- W w � E Cd W a co A a W r, co �I DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: SITE PLAN DRAWING FILES: S: \3k\3462\008\dwgs\Cl Ol.dwg XREF: S: \3k \3462 \006 \dwgs \0068S.dwg XREF: S: \3k \3482 \008 \dwgs \Tit1e1.dwg XREF: S: \3k\3462\003\dwgs\civil\003bs.dwg XREF: S: \3k\3462\008\dwgs\008DEMOBS..dwg XREF: S: \3k \3462 \003 \dwgs \cihl \PARCtbs.dwg SHEET NO.: --T -- -- ------- 0 / | / / / --' --'^�—' --' --' --' --' --- --' --' --' ' --' --' --' --' --' --' o --' New Storm Structure ------------ Subsurface Drain (sm) T 0 R Y Y [E,3;, U I,, L D MG, k"'Ape, _1_21D C�_ . ............. 411 } . . ----- - THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL |3 AS IT APPEARS ON THE SCHNBDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any durnuqms, including but not |hnitod to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within in sub` nt to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. M,IT- (Mi I N I I W__% Existing Storm Sewer 9M 0 New Storm Structure ------------ Subsurface Drain (sm) Existing Sanitary Sewer 09. New Sanitary Sewer V 4 (Laterals are shown for reference only) 8J3 ..... __ ....... _ xisti.g Contour co to Existing Elevation 835 Proposed Contour 411 } . . ----- - THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL |3 AS IT APPEARS ON THE SCHNBDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any durnuqms, including but not |hnitod to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within in sub` nt to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. M,IT- (Mi I N I I W__% ASSUMED NORTH SCALE: m `_ x � 30 HOLEY MOLEY SAYS vx 111111111111111111 �� 11111111 11111111 DC 11 )N'T DIG BLIND� IT'S THE LAW" CALL 2VORKIN0 DAYS BEFORE YOU 0Q 1-800-382-5544 CALL TOLL FR[[ PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE YMTH0UTNO11FYINW THE UNDERGROUND LOCATION SERVICE TWO CBWORKING DAYS BEFORE COMMENCING WORK. OWNr-- N 0 1 lip in I �J 'I I 1822� ORIGINATING TTB-2(1996) In Hamilton County, established by the Indiana Flood Control and Water Resources Commission, 'located 25.8 feet north of the center of Gray Rood and 24.4 feet 000t of the center of Cherry Tree Rood Elevation = 798.40 feet NQVD 1929) (Provided by American Consulting) TBM#105 Benchmark used in prior surveys performed by The Schneider Corporation under Job 402.002, taken from survey performed by ACE American Consulting, Inc., Job #20000342, dated May 26, 2000. described as follows: "Chiseled Square on West side of traffic pedestal pod on southeast quadrant 146th Street 8u Hazel Dell Parkway, Elevation = 790.63 (NGVD 19291 TBM#1 Cut "X" in the southeast Dnogm bolt of n firm hydrant along the mouth side of 148th Street at the middle of the north n|da of the subject tnooL ELEV. = 787,94/NQVO 1929\ TBM#2 Cut square on the book of the concrete curb, west of o curb m|at, along the north a|dm of the drive crossing the south side of the subject tract, at the southwest corner of the subject tract. ELEV. = 784.10 (NGVD 19291 AL 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OFCARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLEO.S.H.A. STANDARDS FOR WORKER SAFETY. 8. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKRLL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES W!HER[ THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MAXIMUM DRY D[N0TY(ASTM D-1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10\ ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (27o). NOTE: See erosion control sequence on ItK ...... sheet C801 for pre—construction through post— construction requirements. Cl) TOPSOIL NOTE ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF 6 INCHES OR AS OTHERWISE INDICATED IN THE S0LS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE OF BEING USED ON-SITE MAY BE STOCKPILED ON-SITE IN LOCATION DESIGN/TED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF-SITE AT NO ADDITIONAL COST TO OWNER. TOPSOIL STOCKPILES PLACED ON SITE SHALL BE TEMPORARILY SEEDED WITHIN THREE DAYS OF PULE TOPSOIL WHICH HAS BEEN STOCKPILED IN THE DESIGNED LOCATION MAY BE SOLD FROM THE SITE UNTIL 15 DAYS FROM PROJECT COMPLETION AT WHICH TIME ALL EXCESS TOPSOIL SHALL BE HAULED OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. ;§F CIL V 44j At. THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER COPYRIGHTED 13Y THE SCHNEIDER CORP.(2006 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Storm Sewer 9M 0 New Storm Structure ------------ Subsurface Drain (sm) Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) 8J3 ..... __ ....... _ xisti.g Contour co to Existing Elevation 835 Proposed Contour Proposed Finish Grades TC Proposed Finish Grades �GUT (TC--Top of Castiing/Curb; GUT=Gutter/Rkn) .................... .................. ....................................... ....................................... ....................................... ....................................... ...................................... ....................................... . ........ ........... ADA Accessible Route —000 Swale Flowline Flow Arrow -------w------- Existing Water Main Existing Fire Hydrant N41 Existing Water Valve �n Existing Utility Pole Existing Trees -'----�--'---x--- Existing Fence ASSUMED NORTH SCALE: m `_ x � 30 HOLEY MOLEY SAYS vx 111111111111111111 �� 11111111 11111111 DC 11 )N'T DIG BLIND� IT'S THE LAW" CALL 2VORKIN0 DAYS BEFORE YOU 0Q 1-800-382-5544 CALL TOLL FR[[ PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE YMTH0UTNO11FYINW THE UNDERGROUND LOCATION SERVICE TWO CBWORKING DAYS BEFORE COMMENCING WORK. OWNr-- N 0 1 lip in I �J 'I I 1822� ORIGINATING TTB-2(1996) In Hamilton County, established by the Indiana Flood Control and Water Resources Commission, 'located 25.8 feet north of the center of Gray Rood and 24.4 feet 000t of the center of Cherry Tree Rood Elevation = 798.40 feet NQVD 1929) (Provided by American Consulting) TBM#105 Benchmark used in prior surveys performed by The Schneider Corporation under Job 402.002, taken from survey performed by ACE American Consulting, Inc., Job #20000342, dated May 26, 2000. described as follows: "Chiseled Square on West side of traffic pedestal pod on southeast quadrant 146th Street 8u Hazel Dell Parkway, Elevation = 790.63 (NGVD 19291 TBM#1 Cut "X" in the southeast Dnogm bolt of n firm hydrant along the mouth side of 148th Street at the middle of the north n|da of the subject tnooL ELEV. = 787,94/NQVO 1929\ TBM#2 Cut square on the book of the concrete curb, west of o curb m|at, along the north a|dm of the drive crossing the south side of the subject tract, at the southwest corner of the subject tract. ELEV. = 784.10 (NGVD 19291 AL 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OFCARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLEO.S.H.A. STANDARDS FOR WORKER SAFETY. 8. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKRLL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES W!HER[ THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MAXIMUM DRY D[N0TY(ASTM D-1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10\ ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (27o). NOTE: See erosion control sequence on ItK ...... sheet C801 for pre—construction through post— construction requirements. Cl) TOPSOIL NOTE ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF 6 INCHES OR AS OTHERWISE INDICATED IN THE S0LS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE OF BEING USED ON-SITE MAY BE STOCKPILED ON-SITE IN LOCATION DESIGN/TED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF-SITE AT NO ADDITIONAL COST TO OWNER. TOPSOIL STOCKPILES PLACED ON SITE SHALL BE TEMPORARILY SEEDED WITHIN THREE DAYS OF PULE TOPSOIL WHICH HAS BEEN STOCKPILED IN THE DESIGNED LOCATION MAY BE SOLD FROM THE SITE UNTIL 15 DAYS FROM PROJECT COMPLETION AT WHICH TIME ALL EXCESS TOPSOIL SHALL BE HAULED OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. ;§F CIL V 44j At. THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER COPYRIGHTED 13Y THE SCHNEIDER CORP.(2006 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering co co to Cd Cn / / / J / / / . ..... . STORY 1,y BU'LDING ±25' '„ 2 5 CMMC11M UX UXE ON HAZE./ AZE. /! I)SCLAA0 FOR TIDE USE OF UQrrAL FLES THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. I. -0 In, I STRUCTURE' Location Service (1- 800 - 382 -5544) was contacted for marking of utilities Storm Sewer Gas City of Carmel S. L . T{ :.: .:ME DID.. SI:.. :. ELrE.. _._ _ _ . , . . T. ..: Streets Electric City of Carmel Cinergy (PSI) One Civic Square 1441 S. Gilford .. :. wmsm T _ _ ......_ _ . _. ( _ (317) 581 -3027 (Mariea Coonce) Water Sanitary Sewer Carmel Utility Department Clay Township Regional Waste District One Civic Square 10755 North College Avenue Carmel, Indiana 46032 Carmel, Indiana 46032 60i 1430 23 15 0.30 782.55 780.38 778.40 776.33 AquaSwirl AS -3 N/A 605 1373 23 12 0.30 781,90 784.09 779.27 779.20 G R -4342 l I 111 I l l N<�)I I ti 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT VECTRON ENERGY DELIVERY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED NTH GAS COMPANY (776- 5534). 7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS PROJECT. i i ASSUMED NORTH SCALE: 1"=30 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Indiana Underground Utility Location Service (1- 800 - 382 -5544) was contacted for marking of utilities Storm Sewer Gas City of Carmel Indiana Gas Company One Civic Square 15900 Allisonville Road Carmel, Indiana 46032 Noblesville, Indiana 46061 (317) 571 -2441 (317) 776 -5534 (Don Purdue) Streets Electric City of Carmel Cinergy (PSI) One Civic Square 1441 S. Gilford Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571 -2441 (317) 581 -3027 (Mariea Coonce) Water Sanitary Sewer Carmel Utility Department Clay Township Regional Waste District One Civic Square 10755 North College Avenue Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571 -2442 (317) 844 -9200 Telephone Cable Ameritech Time Warner Cable 220 North Meridian Street 516 East Carmel Drive Indianapolis. Indiana 46204 Carmel, Indiana 46032 (317) 265 -487$ (317) 848 -47226 (Jason Kirkman) Utility Hotline: within Indiana 1- 800- 382 -5544 outside Indiana 1- 800 - 428 -5200 Note: The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The 6 ove list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. ti Il SsIEJqED ' Existing Sanitary Sewer - �- -- - - -- .�-- --==- % % =-- - -' -- ---- - - - - -� !! T111; = 78837 / J 786,84 New Storm Sever N INV, 783,47 (15" RCP) WIN",/1, 781,29 (12"" CPP"' NW INV, 777,1,'-'-,,; '12' RCP) UTILITY PLAN (Laterals are shown for reference only) ° C.O. i �! %/ j Ji '% % /... // 4/31 2 ; (415' ; i Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink-swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink-swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub-base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. SOILS P&-&P NOT TO SCALE SIGN TO INDICATE THE -----LOCATION OF THE CONCRETE WASHOUT AREA 12' BERM AROUND PERIMETER 12" MIN GROUND SURFACE 2"- COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. MEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY 111E INSPECTOR. CONCRETE WASHOUT DETAIL- NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. VARIES GRADE GRADE (NEW OR EXISTING) J f(NEW OR EXISTING) 3.25' -9ne S-75 EROSION CONTROL SEEDED AND BLANKET AS MANU. BY STRAW MULCHED NORTH AMERICAN GREEN OR Al"CIVED EQUAL EROSION CONTROL MATTING DETAIL SCALE: NONE 3 SEEDING --,--6" MIN. TURN DOWN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S-75 OR EQUAL) EXISTING GRADE ..... EROSION CONTROL MATTING DETAIL -0 0 0 0 0 -0 000 0 0-0*0 0 0*0 . 060 0.0 41 0.0*0.0 PUBLIC ROAD 0:0.::: 000 00 0#0 0 00 a -00.00. 501 (MIN) -06 0000040 0*0.0* 00 - -0 00.0.0.0. 0-.00.0-.0-. -.00... 0.. 0 0 0. '90 00000000000.00.00..Oo- 0:..*.:.O.00.000-'o-o'o-O.O..00-0.00. 0 '0-0*0-0.0.0.0.0.0. 0000.0,000 000..0-.0.0.00000.0. * "0 0 0.0 00 $00000000 0 1 .0-..0-.0-.0-. 0-.0.00.0000. 95 0 0 0 00 0 0 00 0 0. .000 0 1 0 00 00 040"'o-o""'O. 00 0000000 0.00 te'&.680. 0 *0 000 0. 606000*0,006 00 0.0 0-0-0-0-0 000.- .0-.0- 0.0-.000 0 .0 0 0.0. 0 C 0-000 0 0. 0-0 *06 0*0 'o-000.0600.0 0006 0 '0 0 0 -0 0-0 06 ea. 0, 0 0606 0 6" (MIN) 0 00 201 (MIN) 2"-3" COARSE AGGREGATE r,FOTFY IF FAPPIr TO 4ZTAQII 17r FOUNDATION (ESPECIALLY IMPORTANT MERE WETNESS IS ANTICIPATED) -r*r- I A r% ^ r% A r% IL I Aft 0% a 0 AM& -Ir.% IN IN AIP-k E.-IN ENTRANCE DETAIL. SILT FENCE X SJ()CKmE X JOPSOL x 00, X i x X 10, TVICAL TYPICAL TOPSOIL STOCKPILE A B C 1 1/2' 1 1/2 ................... .................... X ...... . . . ...... ....... ............. ......... X ................... ............. C14 . . . . . . . . . . 1 .1..: ................ . . . . . . . . . . . . . . . . . . . . . . . X .............. V_ I STAPLE PER M YD. 1-1/2 STAPLES PER % YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 275- 250- 225- 200- SLOPE 175- LENGTH 150- (FT.) 125- 100- 75- 50 25 n REQUIRED DUE M DEPTH OF FLOW X X CIMR LININGS UTUM STAPLE PATFM "C" 4.1 3:1 2:1 1: 1 CH W1 ADDITIONAL STAPLES ON SIDE SLOPES AT ANNEL PROJECTED WATER LINE. SLOPE GRADIENT LMG STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKTTS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR IIIHERE DRAINAGE OVER LARGE AREAS is DIRECTED ONTO THE BLANKETS. STAPLE PATTERN OC' SHOULD BE UTILIZED. 1 2 THE EIM OF THE BLANKET SHOUL[) ON SLOPE APPLICATIOK THE TOP OF BE BUTFED AGAINST EACH OTHER, THE THE BLANKET SHOULD BE *&OM 1C EDGES OF THE SCC45 SHOULD BE ABOVE THE BREAK OF THE SLOPE OR AT OVERLAPPED f. A MINIMUM, STAPLED IN RACE WTH BLANKETS SHOULD BE OVERLAPPED STAPLES C APART ON THE DID OF THE BLANKET. ....... ..... ....... Cv., ... ......... ........ ........... .%%*.'.'.'.*.*. ......... C ..... .... 1 2 A . . . . . . ................... ....... ........ ......... BurstStrength ......................................................... .......... UVResistance .......................................................... A 6 and highways, see Figure 5-4 this sheet before final selection. EAMEMEMEN REQUIRED DUE M DEPTH OF FLOW X X CIMR LININGS UTUM STAPLE PATFM "C" 4.1 3:1 2:1 1: 1 CH W1 ADDITIONAL STAPLES ON SIDE SLOPES AT ANNEL PROJECTED WATER LINE. SLOPE GRADIENT LMG STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKTTS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR IIIHERE DRAINAGE OVER LARGE AREAS is DIRECTED ONTO THE BLANKETS. STAPLE PATTERN OC' SHOULD BE UTILIZED. 1 2 THE EIM OF THE BLANKET SHOUL[) ON SLOPE APPLICATIOK THE TOP OF BE BUTFED AGAINST EACH OTHER, THE THE BLANKET SHOULD BE *&OM 1C EDGES OF THE SCC45 SHOULD BE ABOVE THE BREAK OF THE SLOPE OR AT OVERLAPPED f. A MINIMUM, STAPLED IN RACE WTH BLANKETS SHOULD BE OVERLAPPED STAPLES C APART ON THE DID OF THE BLANKET. 7 Z PROJECT NO.: 3 ROLL BLANKETS 4 THE BLANKET SHOULD NOT BE OUT IN DIRECTION ON LONG SLOPES, THE ENDS OF THE STRE700 BUT ALLOKD TO LAY OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO ... 4 - 6' IN A OSHINGLE EFFECT". ACHIEVE MAXIMUM BLANKET TO SOIL 1 2 with a harrow, disk or rake operated across the slope as much as possible. CONTACT. Seeding Annual Ryegrass Select a seed mixture based on projected use of the area (Figure 5-2), BurstStrength ......................................................... while considering best seeding dates. See Figure 5-3 this sheet. If toler- UVResistance .......................................................... ances are a problem. such as salt tolerance of seedings adjacent to streets 6 and highways, see Figure 5-4 this sheet before final selection. EAMEMEMEN PREPARAPOIN OF THE SEED BED, 25 5 .6 INCLUDING MR07ION OF LIME, Species Seeding Rate Suitable pH Site Suitability* ... ..... FERXIZER AND SEED SIMU BE Irrigated -77is:.: CONDUCTED AS NORMAL PRIOR TO ............... 7, INSTALLATION OF BLANKET. Seeding** ROLL BLANKETS NEON if mulch is applied. OUT IN DIRECTION Kentucky Bluegrass 15 OF WATER FLOW. 5.5-7.5 5 IN HO VEI�OCITY CHANtil APPLICATIONS, CHECK SLOTS SHOULD BE WABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY r DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT. THEN BACKFILLED AND SEEDED. EROSION BLANKET INSTALLA11ON 60 HIGK 120 WOE GEOTECTLE FABRIC FILLED WITH No.2 STONL (FABRIC-NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE M Seedbed Preparation PROJECT NO.: Apply lime to raise the pH to the level needed for species being geotextile of 100% seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per CHECKED BY: 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to tall loth stapled test. Application of 150 lbs. of ammonium nitrate on areas low in organic 1. matter and fertility will greatly enhance vegetative growth. 35 .8 Meat or Rye Work the fertilizer and lime into the soil to a depth of 2-3 inches 1 2 with a harrow, disk or rake operated across the slope as much as possible. Oats Seeding Annual Ryegrass Select a seed mixture based on projected use of the area (Figure 5-2), BurstStrength ......................................................... while considering best seeding dates. See Figure 5-3 this sheet. If toler- UVResistance .......................................................... ances are a problem. such as salt tolerance of seedings adjacent to streets A.O.S ......................................................................... and highways, see Figure 5-4 this sheet before final selection. EAMEMEMEN Figure 5-2: Permanent Seed Mixtures 25 5 .6 Non-irrigated* Species Seeding Rate Suitable pH Site Suitability* 1 lbs/acre lbs/1000 well Irrigated sq. ft. Droughty Drained Wet Dormant Level and Sloping, Open Areas Seeding** Temporary Seeding and Stablization Dates I wwommunumanni PROJECT NO.: Silt Fence shall be a machine produced, non-woven geotextile of 100% polypropylene meeting the physical properties below. CHECKED BY: All stakes shall be 2" X 2" hardwood 36" tall with 24" tall loth stapled Irrigation needed during this period. To control 1. Tall Fescue 35 .8 5.5-8.3 2 1 2 Warp 125 lbs. erosion at times other than in the shaded areas, Warp 50 % Trapezoidal Tear Strength ....................................... EyJ BurstStrength ......................................................... 200 psi UVResistance .......................................................... Non A.O.S ......................................................................... use mulch. EAMEMEMEN Tall Fescue Red Clover** 25 5 .6 5.5-8.3 Fence Post 1 Cd Late summer seeding dates may be extended 5 days I I o_ NEON if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5-7.5 Perman e I nt S ding Datez Creeping Red Fescue 15 .4 NOME11111ME" NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE 1.4 ANNE ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts 01'o 0� F///, F/11'o FIGURE 5-3 4. Tall Fescue 15 .4 5.5-7.5 2 OM INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE CROSSBARS Mf-fml III Mr- I L II rm'r ^ 24" LATHS .0e el SILT FENCE MATERIAL SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION. SILT FENCE DANDY BAGO STORM SEWER GRATE VELCRO CIDSURE UFT STRAPS USED FOR EASY MOVEMENT AND INSPECnON OF UNIT STORM DANDY Me SEWER GRATE PI PAVED AREA INIfT SEDIMENT BARRIER NO SCALE HOLEY MOLEY SAYS "DON'T DIG BLINDW "IT'S THE LAW" CALL 2 "KING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLLFREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE PROJECT NO.: Silt Fence shall be a machine produced, non-woven geotextile of 100% polypropylene meeting the physical properties below. CHECKED BY: All stakes shall be 2" X 2" hardwood 36" tall with 24" tall loth stapled Irrigation needed during this period. To control 1. Tall Fescue 35 .8 5.5-8.3 2 1 2 Warp 125 lbs. erosion at times other than in the shaded areas, Warp 50 % Trapezoidal Tear Strength ....................................... 50 lbs. BurstStrength ......................................................... 200 psi UVResistance .......................................................... > 70 % A.O.S ......................................................................... use mulch. 2. Tall Fescue Red Clover** 25 5 .6 5.5-8.3 Fence Post 1 Cd Late summer seeding dates may be extended 5 days .12 if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 Increase seeding application by 50X Creeping Red Fescue 15 .4 173 NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE 1.4 ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts FIGURE 5-3 4. Tall Fescue 15 .4 5.5-7.5 2 1 2 Kentucky Bluegrass 25 .6 Temporary Seedings 5. Tall Fescue 35 .8 5.5-8.3 2 1 - Emerald Crownvetch** 10 .25 Kind of Seed 1000 Sq. Ft. Acre Remarks Lawns and High Maintenance Areas Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1* to 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 1 1/2" deep - Creeping Red Fescue 40 .9 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep 7. Perennial Ryegrass 170 4.0 5.0-7.5 1 (Turf Type) Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4"deep* 8. Tall Fescue 170 4.0 5.5-8.3 2 1 2 - - - - - - - - III Not necessary where mulch is applied. * 1 - Preferred 2 - Vill Tolerate ** Inoculate - - with specific Inoculant. - - OM INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE CROSSBARS Mf-fml III Mr- I L II rm'r ^ 24" LATHS .0e el SILT FENCE MATERIAL SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION. SILT FENCE DANDY BAGO STORM SEWER GRATE VELCRO CIDSURE UFT STRAPS USED FOR EASY MOVEMENT AND INSPECnON OF UNIT STORM DANDY Me SEWER GRATE PI PAVED AREA INIfT SEDIMENT BARRIER NO SCALE HOLEY MOLEY SAYS "DON'T DIG BLINDW "IT'S THE LAW" CALL 2 "KING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLLFREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE PROJECT NO.: Silt Fence shall be a machine produced, non-woven geotextile of 100% polypropylene meeting the physical properties below. CHECKED BY: All stakes shall be 2" X 2" hardwood 36" tall with 24" tall loth stapled to stakes over fabric as reinforcement. DRAWING FILES: All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. co M FabricWeight ........................................................... 4 oz/syd GrabStrength .......................................................... Warp 125 lbs. Elongation................................................................ Warp 50 % Trapezoidal Tear Strength ....................................... 50 lbs. BurstStrength ......................................................... 200 psi UVResistance .......................................................... > 70 % A.O.S ......................................................................... 50-80 Slurry Flow Rate ...................................................... 225 gpm/sq. ft SedimentRetention ................................................. 75 % Silt Fence Material Stakes 0 5' O.C. Fence Post r4l Z Fence Post Should be Buried 1' Below Ground Surface Ground Surface ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL NTS ......... . M - DATE:- THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2005A Schnei'oder THE SCHNEIDER CORPORA11ON Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN BY- CHECKED BY: SHEET TITLE: STORMWATER P011UTION PREVENTION DETAIIS DRAWING FILES: S: \3k\3462\008\dwgs\C801 -C802.dwg XREF. S.- \3k\3462\008\dwqs\Tit1e1.dwci co M co co C) CIO Z U2 = Z 10-4 r4l Z Cd co 01 173 1.4 DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN BY- CHECKED BY: SHEET TITLE: STORMWATER P011UTION PREVENTION DETAIIS DRAWING FILES: S: \3k\3462\008\dwgs\C801 -C802.dwg XREF. S.- \3k\3462\008\dwqs\Tit1e1.dwci STORMWATER POLLUTION PREVEN11ON PLAN INDEX Al Plan Index provided below & ll*xl7' Plat denoting lot numbers, boundaries and streets is provided separately. Al Project Type: This project involves the construction of a 9= sf. Commercial Medical Office Building. The project is located within the Riverview Medical Park near the SW Intersection of Hazel Dell Parkway and 146th Street East In Carmel. a Vicinity Map: Denoted on Sheet C100 & Legal Description of Project Site: See attached Situation Survey Sheet B101. LATITUDE. 3ng'590 LONGITUDE. 86V4!08* K Location of all lots and proposed site Improvements: See sheet C101 to C104. AZ 14 Digit Hydrologic Unit Code. 05120201090020 Al State or Federal water quality permits: None Al Specific points where stormwater discharge will leave the site: (Insert Narrative), see Site Development Plan Sheet C101 for more detail. AM Location of all wetlands, lakes & water courses on and adjacent to site: None AU Receiving Waters: Mite River-Vestal Drive AM Identification of potential discharges to groundwater. None known. &U 100 Year Floodplains. Floodways and Flood Fringes: The accuracy of any flood hazard data shown on this report Is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X (unshaded) as said tract plots by scale on Community Panel Number 18057CO227F the Flood Insurance Rate Maps for the City of Carmel of Hamilton County, Incriona (maps dated February 19, 2003). &a Pre-Construction and Post Construction Peak Discharge: 10 year Pre-Construction Peak Discharge = 4 CFS 10 year Post Construction Peak Discharge = 6.5 CFS AU Adjacent Land Use (See Stormwater Pollution Prevention Plan Sheet C104 for more Information): North: City of Nobleville SR-Single Family Residential South: Zoned Sl-Hazel Dell Christian Church East- PUD-Riverview Medical Park West. PUD-Fft Third Bank &J Locations and approximate boundaries of all disturbed areas: See Sheet C104 for locations. &Z Identification of existing vegetative cover- See Stormwater Pollution Prevention Plan Sheet C104. AM Sols Map including des#tions and limitations: See sheet C8011 for soils map, descrotions and limitation& &I Locations, size and climensions of proposed stormwater systems: See Tie Utility Plan Sheet C103 for proposed storm sewer system. AM Locations, size and dimensions of any proposed off-site construction activities associated with this project- None. An Locations of Sol Stockpiles: See Stormwater Pollution Prevention Plan Sheet C104 for soil stockpile locabon(s). &Z Existing site topography. See Site Grading Plan Sheet C102 or Situablon Survey Sheet B101 for existing site topography. AU Proposed final topography: See Site Grading Plan Sheet C102 for proposed site grading and drainage pattern& 11 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, broke fluid, broke dust trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout 8Z Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created In an effort to eliminate sediment from leaving the project site during construction protecting the adjoining properties and the offs1te detention pond. This site is a part of the Riverview Medical Park which was mosterplanned in 2003 by The Schneider Corporation. Part of the master Man Included an overall detention pond located to the east of this parcel. This site currently sheet drains &am west to east and into roadside curb inlets along the private drives of the PUD. Storm water is then conveyed to the detention pond. PRECONSTRUCTION ACTIVITIES* 1. Call the Indiana Underground Plant Protection systems, Inc. (lioley Moleyl at 1-800-382-5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. Evaluate the site for vegetative areas to be saved. Although a majority of the site is to be s4ped of topsoll and regraded, areas dong the north property line and in the SW comer of the site shall remain undisturbed. See Sheet C104. 3. A sit fence shall be installed at the edges of the project site where there Is potential for any stormwater runoff. Potential areas are identified based on existing topography dong the perimeters of the site. 4. Evaluate, mark and protect Important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips dong the project boundaries. 5. Maintain a 10' minimum grass filter strip along the north and west boundaries of the site. 6. A construction entrance shall be placed per the Man location near the proposed site entrance off of the existing private drive. See C104 for exact location. 8. Install protective devices along existing storm sewer inlets per locations shown on the Stormwater Pollution Prevention Plan Sheet C104. 9. Establish construction staging area for equipment and vehicles as shown on C104. 10. Establish onsite location for owner/aperator/controctor placement of approved plans and Rule 5 NOI and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIE 1. Once erosion and sediment control measures are in Mace, begin land clearing followed Immediately by rough grading. Do not leave larp areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. Strip topsoil and temporarily stockpile In location provided on the Stormwater Pollution Prevention Plan Sheet C104. 3 Perform rough grading. 4. After completion of rough grading, find grade and seed landscape berms and swales Immediately after grading is completed. Erosion control blankets shall also be placed as necessary. 5. Upon completion of rough grading, install sanitary lateral and onsite storm sewers. As storm sewers and inlets are constructed, Install inlet protection measures. Install rock dams in pond as indicated per plans and details. 6. Upon completion of sewer installation and Inlet protection, proceed with pavement construction. 7. Liming of pavement subgrade should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 8. Once pavei, ent and curbs are in place, Install curb inlet sediment barriers. 9. Once inlet protection is in place, final grade all areas and spread topsoil. Upon completion of all grading, verify depth of pond per plan requirement dredge as needed. 10. Submit Rule 5 NOT to the City of Carmel Engineering Department U Stable construction entrance locaUon(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C104 for location and Sheets C801-CB02 for construction entrance details and specifications. R Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C104 for locations of sediment control measures and Sheets CBOI-CB02 construction details and specifications. 81 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C104 for locations of sedirnent control measures and Sheets CBOI-CB02 construction details and specifications. K Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of inlet protection measures and Sheets C801- C802 construction details and specifications. OZ Runoff control measures: See Stormwater Pollution Prevention Plan Sheet CID4 for locations of runoff control measures and Sheets CO-CO02 for construction detals and specifications. 81 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of stormwater outlet control measures and Sheets C801-CB02 for construction details and specifications. K Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of grade stabilization control measures and Sheets C801- C802 for construction detals and specifications. RM Location, crinensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C104 for locations of various stormwater quality measures and Sheets C801-CB02 for construction details and specifications. M Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C104 for locations of temporary surface stabilization measures and Sheets CBOI-CB02 for construction details and specifications. M Permanent surface stabilization specifications- See Stormwater Pollution Prevention Plan Sheet C104 for locations of permanent surface stabilization measures and Sheets C801- Oe! 4rhacnoostructic cations. In ,T ditals ani , Of M ling an sp preven on: Purpose: The Intention of this Spill Prevention, Control and Countermeasures (SPCC) Is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (Le., countermeasures) should they occur. Definitions: Pollutant means pollutant of any kind or in any form, including but not limited to sediment point cleaning agents, concrete washout pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but Is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. NMoble Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable streaml Plan Review and Amendements: This Plan shall be reviewed and/or amended, if necessary, whenever there Is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material AND groundwater contamination. The facility does have city sanitary sewer and city water. Prediction of Potential 5plils: 1. Nearest Navigable Water White River-Vestal Ditch 2. Drainage System: The onsite drainage system will include a series of paved are inlets and curb inlets. Storm water runoff will be collected and conveyed to the east. Before connecting to the existing PUD storm sewer syste, the onsite runoff will pass through a structural BMP to satisfy Water Quality requirements. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or ol, broke fluid. grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items includling but not limited to cleaning agents, chemicals, paint herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, It is felt that there is little or no possibility of post construction groundwater contaimincition. Alert Procedures for 5plils: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing V from any telephone. Q Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the folloVing actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Incriano Department of Environmental Management Office of Emergency Response by calling the appropriate telephone number Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: - Tkne of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration . - Present and anticipated movement of the spot - Weather conditions - Personnel at the scene - Action initiated by personnel c.) Notify the local Fire Department Phone: 9-1-1 d) Notify the local Police Department Phone: 9-1-1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabked and all spills have been eliminated. g.) Cooperate with the IDEM-OER an procedures and reports involved Vith the eyent CleanuR Parameters: 1. The Developer shall be continually kept informed, maintain lists of qualified contractors and available Vac-trucks, tank pumpers and other equipment readly accessible for clean-up operations. In addition, a continually updated list of available absorbent materials and dean-up supplies should be kept on site. 2. All maintenance personnel will be mode aware of techniques for prevention of spill& They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endmger human life and this becomes primary concern, the discharge of the life-soving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be clisposed of in a manner subject to the approval of the Indiana Department of Environmental Management 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management EJ Monitoring and maintenance guidelines for pollution prevention measures: A regular construction site Inspection schedule shall be irriplemented. The entire site must be inspected at least once per week and after every 0.5 inch rainfall event Sit Fence Maintenance Rtguirements 1. Inspect the silt fence periodically and after each storm event 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during deanout & After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize It. Sandbag Curb Inlet Beier Maintenance RMirements 1. Inspect frequently for damage by vehicular traffic and repair If necessary. 2. Inspect after each storm event I Remove sediment, without flushirig, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. 5. Clean at least once per week and after every 0.5 inch rainfall event. Block and Gravel Curb Inlet Protection Maintenance RMirements 1. After each storm event remove the seclinient and replace the gravel. replace the geotextile fabric if used. 2. Periodically remove secriment and tracked-on soil from the street without flushing, to reduce the sediment load an the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. Inlet protection shall be cleaned at least once per week and after every 0.5 inch rainfail event 5. After the contributing drainage area has been stabliz4 remove the gravel, wire mesh, geotextie fabric and sediment deposits and d;,.ww of them propedy. Erosion Control Blanket (Surface &&.:d) Maintenance Rmirements 1. During vegetative establishment in-7ect after each storm event for any erosion below the blanket 2. If any area(s) shows erosion, pull back that portion of the blanket covering it re-seed the area and relay and staple the blanket 3. After vegetative establishment check the treated area periodically, TemRzgry Gravel Construction Entrance Maintenance RMirements 1. Inspect entrance pod and sedirnent disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as nee&,-' 4. Immediately remove mud and sediment traded or washed onto streets by brushing or sweeping. Flushing should only be used If the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. 6. Streets should be swept/scraped at least twice weekly la Erosion & sediment control specifications for individual building lots: Not applicable. See Sheets C801 & C802 for Construction details and specifications for erosion & sedirrient control on this site. Q1 Description of pollutants and their sources associated with the proposed land use: Silt and secliment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, broke fluid, broke dust grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items inclucling but not limited to cleaning agents, chemicals, point miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. CZ Sequence describing stormwater quality measure implementation: 1. Install Inlet protection dong dsting curb inlets as shown on C104. These sholl include inlets along the private drive to the east and south of the site. 2. Install end section protection along existing roadside critch along the south side of 146th Street 3. Install sit fence along the north, east and south property lines as shown on C104. 4. Install Temporary Construction Entrance in the proposed location as shown on C104. 5. Once new inlets are constructed, inlet protection measures shall be installed immediately. 6. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning Immediately after Installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 7. Install the structural BMP dong with the proposed storm sewer system. The BMP shall be inspected and maintained as designated in the Operations and Maintenance Manual both during and after construction. & Remove all individual inlet protection and straw bale dams, sit fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment/Pollutants will not enter the waterway or storm sewer system. 9. Post construction stormwater quality is provided In part by the offsite, Regional Detention Pond. 1O.Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner/developer or his designee until construction is completed. The contractor shall be responsible for restoring to existing conditions any work required offsite or within platted easements. 11. Inspection and maintenance is the responsibility of the developer/owner or his designee until project completion and the owner thereby accepts responsibility for the lot Q Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi-level strategy consisting of. 1. Minimizing post-project runoff with landscaping features. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Typical stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Detention devices - master detention pond located offsite to the west as designed with the Riverview Medical Park PUD. b. Vegetated strips and/or swales - to the south of the proposed development as well as along the north property line, vegetated strips shall remain as landscaped and lawri areas. c. Permanent erosion control seeding and plantings d. Velocity dissipation devices - block and stone check dom dong the existing 146th St roadside ditch at the culvert entrance. e. Fabric Slope protection - dong the western property line between the proposed parking lot and the existing Fifth Third Bank. f. Mulching - landscape areas and planting beds as shown on 1_101. g. Aqua-swid model AS-4 will treat the runoff as it exits the site and before it enters the detention pond. It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. QJ Location, dinriensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C104 for locations of permanent stormwater quality measures and Sheets C801 & C802 for construction details and specifications. Q Description of maintenance guidelines for proposed water quality measures: Once construction is completed, a yeady inspection schedule of all post-construction BMPs shall be established. An inspection report will be due every year, with the first report due one year after the NOT is issued. Subsequent reports are due each year within the month of the original reporL 1. See attached BMP Operations and Maintenance Manual. 2. Storm structures - inlets shall be inspected semi-anually to ensure proper function. Any debris found dogging the grate shall be removed. Debris or secliment buildup within any structure shall be removed. 3. Grossed areas - Grassed areas shall be maintained to a blade height less than 6 inches during the growing seasons. Fertilizers shall only be used as necessary and spread evenly across all grossed areas. The proposed swale along the north propery line shall be inspected semi-annually or after every rainfall event over 1 inch for visual signs of erosion and/or sediment buld-up. Any deterioration shall be restored to the design specifutions of these construction documents. 4. Landscape areas - Landscape areas shall be maintained. Planting beds, shrubs and trees shall be mulched and kept free of litter and debris at all times. Any visual deteriortation shall be restored to the specifications of these construction documents. 5. Trash collection - All solid waste sholl be stored within the appropriate containers and enclosed within the dumpster enclosure. The dumpster enclosure shall hove all solid waste placed securely in appropriate containers. No loose debris shall be located within the enclosure and not within the containers. The project site shall be visually inspected doly for litter/debris. All litter/debris shall be placed within the proper recepticals in order to Drevent the transmission of it to the storm sewer system. ADDITIONAL STORMWATER POLLUTION PREVENTION VEHICLE & FOUPMENT MAINTENANCE Description and Puq2ose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a *dry and dean site. The best option would be to perform maintenance activities at an offsite facility. If this option Is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable ApWications These procedures are suitable on ,all construction projects where an onsite yard area Is necessary for storage and maintenance of heavy equipment and vehicle& Limitations Onsite vehicle and equipment maintenance should only be used where it Is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles/equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Ut Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate starmwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. I Drip pans or absorbent pods should be used clurilng vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and/or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment dean; do not allow excessive build-up of ol and grease. Segregate and recycle wastes, such as greases, used oil or all filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equoment is planned to be Idle for more than 1 hour. Properly dispose of used oils, fluids6 lubricants, and spill cleanup matedols. Do not place used oil in a dumpster or pour into a storm drain or watercourse, Properly dispose of or recycle used batterie& Do not bury used tires. Repair leaks of fluids and ol immediately. Listed below Is further information if you must perform vehicle or equipment maintenance onsitt Ingpection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated octivities. While activities associated with the BMP are under way, Inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicl�s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING QjagdRtion and PuiRose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by ising offsite foclities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it Is irnproctical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment oftte should be done in conjunction with a Stabilized Construction Entrance/ Exit Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offs1te can also be econorrilcal by eliminating the need for a separate fueling area at a site. Discourage 'topping-ofr of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pods should be used during vehicle and equipment fueft unless the fueling Is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of propedy. Avoid moble fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontract= in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level-grade areas. Protect fueling areas with berms and clikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shut to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. InIpection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired irnmecriately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately dean up spills and propedy dispose of contaminated soll and cleanup materials. WASTE MANAGEMENT Dglation and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clear1rig, demolition of existing structures (rubble), and building construction Packaging materials inclucling wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes inducring food containers such as beverage cons, coffee cups. paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scrops, pipe and electrical cuttings, nonhazardous equipment parts, styrofoarn and other materials send transport and package construction materials Implementation The following steps will help keep a dean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash-hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that Is not watertight. Provide an adequate number of containers with lids or covers that can be Moced over the container to keep rain out or to prevent loss of wastes when It is Vincly. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and points) and chemicals (adds, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Lem clumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Uttering on the project site should be prohibited. To prevent dogging of the storm drainage system, litter and debris removal from drainage grates, trash rocks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Utter &am work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently asneeded. Construction material visible to the public should be stored or stacked in an orcledy manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspect and verify that activity-based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non-stormwater discharge dally while non-stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCREX WASHOUT The following steps will help reduce stormwater pollution frorn concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready-mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management Into material supplier and subcontractor agreements. I Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, strnts, or streams. Do not allow excess concrete to be dumped onsite, except In designated areas. For onsite washout - Locate washout area at least 50 feet from storm drains, open ditches, or water bodws. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes Into the temporary pit where the concrete can set be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose In the trash. DEWATERING AND PUMPING OPERATIONS Description and Pua2ose Dewatering operations are practices that manage the discharge of pollutants when non-stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable AgWications These practices are Implemented for discharges of nonstormwater from construction sites. Non-stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified In this section are also appropriate for Implementation when managing the removal of accumulated precipitoUon(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewotering operations. The controls discussed In this best management practice (BMP) address sedirrient only. The controls detailed In this BMP only allow for minknal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sed'iment treatment option(s); in some cases, the use of multiple devices may be appropriate. GraMty Bag Filim Description: A gravity bag filter, also referred to as a dewatering bog, Is a square or rectangular bag made of non-woven geotextile fabric that collects sand, sit, and fines. Appropriate Applications: Effective for the removal of seclirnents (gravel, sand, and sit). Some metals are removed with the sediment Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bog. A secondary barrier, such as a rock filter bed or straw/hay bole barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier Is required. Replace the bag when it no longer filters sediment or posses water at a reasonable rate.The bog is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is thiq Fvrihintinn fnUnwinn n rninfrill yp _Q Date of Inspection: Nn If vaQ tinfa fka rnin eft%r%r%&,4- I- _L, __ No. - . I I - -- PROBLEM or CONCERN .. . . -_ YES NO DRAWN BY- 1. Is the site information posted at the entrance? STORMWATER PO11UTION PREVENTION NOTES _�!/A 2. - Are all necessary permits attained and special provisions being implemented? M M SD XREF: S. \3k\3462\006\dwgs\006BS.dwg co co C:) to 3. Is a construction entrance installed? Is it effective? Is it enough ,I- 4 � 110- _C4 4. Public and private streets are clean? , P___4 1 . . 5. Are appropriate practices installed where stormwater leaves the site? = 1 04 . M = = Z 04 6. I Silt fence is entrenched into the ground? .-T W = !FA Pq Z E-4 - �2 W = 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to tom? U E� Cn 04 r=4 �..q Terminated to higher ground? Property ioined at ends? I . . 8. Sediment basins and traps are installed according to the plan? The pipe or rock spillway is functional? >.. IP44 W 9. 1 The earthwork for erosion and sediment control practices is properly graded, seeded and/or mulched? 5 Q� W 04 = = 10. Diversions swales and/or waterbars are installed to plan and protected? I I 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 11 = �4) q 12._ Inlet protection is installed on all functional inlets? (not filter fabric under grate) 0.4 13-1 13. I Inlet protection is installed so water does not flow under it? PO !� V-4 = 14. The frame, cross-bracing and/or stakes are adequate and meet specifications? = I 1 15. The fabric, straw, mulch and/or stone is intact without holes or tears? III _J1 16. Catch basin insert protection is installed where required? 17 * Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? I 1 19. Stormwater outlets are adequately stabilized? 20. . Temporary stabilization of distributed ground has been addressed? 21. 1 Disturbed areas that will lie dormant for 15 days are planned to be - 22. All protected dormant areas meet a minimum 70% coverage . 23. Growing vegetation has sufficient water a grow? 24. Permanent stabilization of disturbed ground is progressing through the proiect? - 25. 1 Final grading and stabilization is progressing on completed areas? 26. operly prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. . A designated washout is established for concrete trucks? I 1 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall plan? 1 33. . I 1 34.1 1 1 I ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE AC11ON Identify the problem by number and/or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by. Date: Date: Date: I 6i = (D En 15-- W Ila:: I I 6 1 ��V �PC7, %f-� 'r,::/�O . , , . , . ,� n/,,v . . �-r�%, ADF , ,, /// .. - - , % �,* � 9 .. 4�F I I 1, J �. 1*1 . I I 'J�,, ,,, , AQ) .... IN // I A t�' �' - - - " -\#41' 1 " .... .... 1$ � SO: * §§ 70NAL & DATE THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. @ COPYRIGHTED 13Y THE SCHNEIDER CORP.( . - . AWA - - , � . � . I' .. __ . % i - . . - Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com IArchitecture Civil Engineering gineering Geotechnical Services ISIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I C� 01/16/07 3462.008 DRAWN BY- CHECKED BY: I �� STORMWATER PO11UTION PREVENTION NOTES DRAWING FILES: S.- \3k\3462\008\dwgs\C801 -CB02.dwg P-1 = M M SD XREF: S. \3k\3462\006\dwgs\006BS.dwg co co C:) to XREF. S: \3k\3462\008\dwgs\OMS.dwg �_� ,I- 4 � 110- _C4 P-11 ��) , P___4 1 �� �_� �_� PQ11-4 = 1 04 . M = = Z 04 W = W .-T W = !FA Pq Z E-4 - �2 W = U U E� Cn 04 r=4 �..q �_! P:., I I Faq F-.r..q >.. IP44 W t-q _<:� CD 5 Q� W 04 = = �E! ,--� U �� W = P__4 M <:111:4 11 = �4) q U 0.4 13-1 1--1 r:2) PO !� V-4 = W = W-4 q-.4 11 64 095� III _J1 DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN BY- CHECKED BY: I SHEET TITLE: STORMWATER PO11UTION PREVENTION NOTES DRAWING FILES: S.- \3k\3462\008\dwgs\C801 -CB02.dwg XRER S: \3k\3462\008\dwgs\TWe1.dwg XREF: N: \1 238\044\dwgs\DANDYBAG. dwg XREF: S. \3k\3462\006\dwgs\006BS.dwg XREF. S. \3k\3462\008\dwgs\008DEMOBS..dwg XREF. S: \3k\3462\008\dwgs\OMS.dwg SHEET NO.: C (,U(a SLOPE TO MATCH MIA�Elff MOM PAVWff U• ►•. • +. or ` CONCRETE \/\AAAAAAAAA AA COMPACTED SUBGRADE COMBINED DEPRESSD CURB AND G-TW"T7EX' N07ES: NO SCALE CURING COMPOUND SHALL BE RAM) ON ALL EXPOISED SUWACES, DAMPEN SUBGRADE PRICIR 70 RAM CONQWM • O • LOCAL ROADS FACE « IS TO BE 6 311f, BACI( OF CUKI 12 31,C f mr ALL OTHER ROADS FACE OF CURBI IS TO BE 7 1/7, BACI( OF = 13 1/f Curb if required V 5\aewo \k Sidewrnik lesc .5, rl 4 C803 &I it /.\ STOP SIGN INSTALLED N n LANDSCAPE AREA II II II II HANDICAP, NO PART NG SIGN INSTALLED N PARING LOT. HAM M LOCATIONS 2 -SIDED f l *IERE STALLS FACING. II II IV DU. !2T 1• t -L! NOTE ALL STRIPES TO BE C PANTED V"TE PAINTED HANDICAP 11 SYMBOL DETAIL 0803 NO SCALE 12• 2' STEEL PPE, ROUND OR SQUARE, SET N CONCRETE C STEEL PPE FILLED W/ CONCRETE m PAVING BASE i NOTE- 3462.008 `° � I r-o• JOINTS SHALL BE CUT II K To an PARKING II — N A A AWNING EDGE s� U — W RADIUS OF 1 AND FLIED /4 IBTH JOINT •% I D FALLER W CONCRETE FOO TNG 9. Curb optional. Shall be used when necessary based W IL 4 • :r � � 3 - MA=m DISTANCE OR =TH OF WALK IF NFNTE - ILLUApNATING TAPE (BACKGROUND) TRAFFIC SIGNAGE 10 No scALE 203 IV DU. !2T 1• t -L! NOTE ALL STRIPES TO BE C PANTED V"TE PAINTED HANDICAP 11 SYMBOL DETAIL 0803 NO SCALE 12• 2' STEEL PPE, ROUND OR SQUARE, SET N CONCRETE C STEEL PPE FILLED W/ CONCRETE m PAVING BASE Utility strip width: Type G - 2' -0 min. 5 -0 min. for Type G Varies Type H - 0 W -0 min. for Type H Slnne 50.1 max. W SECTION B -B NOTES: A 68 0 6-0 min. RCMP BEN VnriPc 6. See Standard Drawing E 604 - SWCR -02 for groove details. 7. See Standard Drawings E 604 - SWCR -02 for details of the detectable warning surface. 8. See Standard Drawing E 604 - SWCR -02 for alternate curb construction. B7:;;;7 a ANV * �co 6,0 Vo A A SIDEwA�K B �/ ��RB RgMP �f G 10. Sidewalk across approach shall be sloped at 50:1 maximum transversely. 11. See Standard Drawing E 604- SWCR -02 for typical ramp construction detail. 12. See Standard Drawing E 604 - SWCR -01 and -02 for Location Flan and General Notes respectively. 13. Vertical face curb optional. n r n r- I . 8 . I I f .. a m r & r. f .. N.M. ... q Sod FOOTING C23 NOTE- 3462.008 0 RESERVED CHECKED BY: SECTION JOINTS SHALL BE CUT 8 DRAWING FILES: PARKING GREEN - Rr.IUAINATNG TAPE (LETTERS) — N A A SECTION B —B co o — W RADIUS OF 1 AND FLIED /4 IBTH JOINT • I D FALLER W LLUE - ILLUAINAMG TAPE (SYANOL BLOC() 6. SECTION A -A NOTES See Standard Drawing E 9. Curb optional. Shall be used when necessary based W IL � � � 3 - MA=m DISTANCE OR =TH OF WALK IF NFNTE - ILLUApNATING TAPE (BACKGROUND) 604- SWCR -02 for groove details. on field conditions. LESS THAN 6'-0" BEPAM TRANSVERSE JOINTS '' 7. See Standard Drawing E 604 - SWCR -02 for details 10. See Standard Drawing E 604 - SWCR -02 for typical I N • VAJ GREEN - RWWATNG TAPE (ARR011� of detectable warnings surface. ramp construction detail. GREEN - LLU"TNG TAPE (BORDER) ACMI 8. See Standard Drawing E 604- SWCR -02 for 11. See Standard Drawing E 604 - SWCR -01 and -02 A a ° alternate curb construction. for Location Plan and General Notes respectively. SIDEWALK CURB RAMP TYPE K • 'VAN ACCESSIBLE• TO 15 BE NOTED FOR SPACES DESIGNATED FOR THAT USE. C803 HANDICAP PARKING SIGN DETAIL 12 NO SCALE C803 Utility strip width: Type G - 2' -0 min. 5 -0 min. for Type G Varies Type H - 0 W -0 min. for Type H Slnne 50.1 max. W SECTION B -B NOTES: A 68 0 6-0 min. RCMP BEN VnriPc 6. See Standard Drawing E 604 - SWCR -02 for groove details. 7. See Standard Drawings E 604 - SWCR -02 for details of the detectable warning surface. 8. See Standard Drawing E 604 - SWCR -02 for alternate curb construction. B7:;;;7 a ANV * �co 6,0 Vo A A SIDEwA�K B �/ ��RB RgMP �f G 10. Sidewalk across approach shall be sloped at 50:1 maximum transversely. 11. See Standard Drawing E 604- SWCR -02 for typical ramp construction detail. 12. See Standard Drawing E 604 - SWCR -01 and -02 for Location Flan and General Notes respectively. 13. Vertical face curb optional. n r n r- I . 8 . I I f .. a m r & r. f .. N.M. ... q Sod FOOTING �- PREPARED SUBGRADE COMPACTED IN ACCORDANCE tl M SECTION 207.02 OF STANDARD I= NOTES: CONCRETE SWEPIA& 6 BROOM R" AND EDGED NO SCALE 0803 CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE m BE USED ACROSS DRIVES F AGGREGATE IS REQUARED #W STOKE ViLL BE USED AT A MUM OF C if W :r ZCX sm RA=1 10 ALLOW 1/7 PRE MO JCNr FML iR FWMED 11182ICE CM AM N ACCMWI ICE WTH SMI= 2O7.C2 W SiAWIVID NOCT SAS ig"ALK ADA Mr 7v aIRB NO SCALE Non MW 001 AND EM CLASS 'A' CCNCIE1E 7 Or CEATB OF CM0I1 TE TO BE UST:D ACRIMS W M F AGG'EGTE is R== 053 SM UL EE UMn AT A =W CF r 0803 EARTH CR SIDEWALK LN EER0 IWO m BE- FLLISH WN BACK CF CURB INSTALL WER FABRIC CN — FE11=0 W TFENCH AND ONE" AT SUINKE LEVEL CIMETE CURB OR CUM a am Ur MIN -1 MBSUfiFACE DRAIN NO SCALE Nan PPE SHALL CaF= TO SPEC FIEWIMAXTS OF SEC1CN 713 OF STAMM SPECFICA70 NSTALLATICN RDfXJTiED; BOTH SEES CF PAVEk1:JiT --'L � o CITY OF CARMEL STANDARDS STANDARD SUBSURFACE DRAIN DRAWING 10-9 a C803 HANDICAP PARKING SIGN 8' HANDICAP 5' HANDICAP TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 9 NO SCALE 203 1 -1/2' H.A.C. 9.5 MM. SURFACE COURSE 3-1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE 19 8" #53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 1 (HEAVY DUTY C803 6x6 6/6 WWF •° 000 °•0 O.O •O O.0 O.0. O.• ° o° 00 00 0° • 0 00 • O 0° ' O 0°' 0 00 • 0 00 • O • . . ° ° . ° • ° • o 6" CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) • PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB 2'_0" ► i �:► ► ►; .� • ., � BACKFILL TAPERED CURB END DETAIL i31 NO SCALE 0803 6' 1/4' 3• TIOP SOL-- �� 4 m OONPACTED BAaaA-L ffWNOUS PAVEIFNT CLASS "A" CONCRETE STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB VWTH CONCRETE PAVEMENT SHALL BE S A SHAPE CURE ALL DFOSED SURFACES CONTRACTION JOINTS OWL BE TOOLED OR SAUD IN CONTINUOUSLY POURED CURBS Tn A WCWM DEPTH OF 11r DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTRM JOINTS EVERY 5' U 111 ON RADA OTFERM EVERY 10' MM No BAWILI ING OR COMPACTION MAY OCCUR 1r FROM CURS La X 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 4 MAXIMUM SPACING OF CONCRETE CURB CONTROL JOINTS IS 10 FEET C803 ON TANGENTS AND 5 FEET ON RADII. MAXIMUM SPACING OF CONCRETE CURB EXPANSION JOINTS IS 50 FEET. o° ° o0 ° o 01 • - 0 0 0.0 0.0 0 0.0 0 0.0 0 O ° O o ° O • 0,0 • 0 ° • 0 °000 °O . ° °° ° °° o O °o Oo O•o °•o °0.000.0 °0.0 °0.0 °0. 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 2 -1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE 19 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 5 UGHT DUTY c803 ``�������Y T N. (�O6ER to ,B 1 ile /"/ ? / c Pl ��lrrrrl111111111111 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006 Schnei*der THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C23 NOTE- 3462.008 DRAWN BY: CHECKED BY: !i JOINTS SHALL BE CUT 8 DRAWING FILES: S: \3k \3462 \008 \dwgs \C803- C804.dwg o WM A JOINTER HAVING A o co o — W RADIUS OF 1 AND FLIED /4 IBTH JOINT I D FALLER W W IL � � � 3 MA=m DISTANCE OR =TH OF WALK IF C LESS THAN 6'-0" BEPAM TRANSVERSE JOINTS '' �- PREPARED SUBGRADE COMPACTED IN ACCORDANCE tl M SECTION 207.02 OF STANDARD I= NOTES: CONCRETE SWEPIA& 6 BROOM R" AND EDGED NO SCALE 0803 CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE m BE USED ACROSS DRIVES F AGGREGATE IS REQUARED #W STOKE ViLL BE USED AT A MUM OF C if W :r ZCX sm RA=1 10 ALLOW 1/7 PRE MO JCNr FML iR FWMED 11182ICE CM AM N ACCMWI ICE WTH SMI= 2O7.C2 W SiAWIVID NOCT SAS ig"ALK ADA Mr 7v aIRB NO SCALE Non MW 001 AND EM CLASS 'A' CCNCIE1E 7 Or CEATB OF CM0I1 TE TO BE UST:D ACRIMS W M F AGG'EGTE is R== 053 SM UL EE UMn AT A =W CF r 0803 EARTH CR SIDEWALK LN EER0 IWO m BE- FLLISH WN BACK CF CURB INSTALL WER FABRIC CN — FE11=0 W TFENCH AND ONE" AT SUINKE LEVEL CIMETE CURB OR CUM a am Ur MIN -1 MBSUfiFACE DRAIN NO SCALE Nan PPE SHALL CaF= TO SPEC FIEWIMAXTS OF SEC1CN 713 OF STAMM SPECFICA70 NSTALLATICN RDfXJTiED; BOTH SEES CF PAVEk1:JiT --'L � o CITY OF CARMEL STANDARDS STANDARD SUBSURFACE DRAIN DRAWING 10-9 a C803 HANDICAP PARKING SIGN 8' HANDICAP 5' HANDICAP TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 9 NO SCALE 203 1 -1/2' H.A.C. 9.5 MM. SURFACE COURSE 3-1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE 19 8" #53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 1 (HEAVY DUTY C803 6x6 6/6 WWF •° 000 °•0 O.O •O O.0 O.0. O.• ° o° 00 00 0° • 0 00 • O 0° ' O 0°' 0 00 • 0 00 • O • . . ° ° . ° • ° • o 6" CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) • PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB 2'_0" ► i �:► ► ►; .� • ., � BACKFILL TAPERED CURB END DETAIL i31 NO SCALE 0803 6' 1/4' 3• TIOP SOL-- �� 4 m OONPACTED BAaaA-L ffWNOUS PAVEIFNT CLASS "A" CONCRETE STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB VWTH CONCRETE PAVEMENT SHALL BE S A SHAPE CURE ALL DFOSED SURFACES CONTRACTION JOINTS OWL BE TOOLED OR SAUD IN CONTINUOUSLY POURED CURBS Tn A WCWM DEPTH OF 11r DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTRM JOINTS EVERY 5' U 111 ON RADA OTFERM EVERY 10' MM No BAWILI ING OR COMPACTION MAY OCCUR 1r FROM CURS La X 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 4 MAXIMUM SPACING OF CONCRETE CURB CONTROL JOINTS IS 10 FEET C803 ON TANGENTS AND 5 FEET ON RADII. MAXIMUM SPACING OF CONCRETE CURB EXPANSION JOINTS IS 50 FEET. o° ° o0 ° o 01 • - 0 0 0.0 0.0 0 0.0 0 0.0 0 O ° O o ° O • 0,0 • 0 ° • 0 °000 °O . ° °° ° °° o O °o Oo O•o °•o °0.000.0 °0.0 °0.0 °0. 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 2 -1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE 19 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 5 UGHT DUTY c803 ``�������Y T N. (�O6ER to ,B 1 ile /"/ ? / c Pl ��lrrrrl111111111111 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006 Schnei*der THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: C23 01/16/07 3462.008 DRAWN BY: CHECKED BY: I-- GENERAL DETAILS DRAWING FILES: S: \3k \3462 \008 \dwgs \C803- C804.dwg XRER S: \3k \3462 \008 \dwgs \Title1.dwg co o SHEET NO.: co o I D �---I I N CD � w� A Q'i A a DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3462 \008 \dwgs \C803- C804.dwg XRER S: \3k \3462 \008 \dwgs \Title1.dwg XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg XREF: S: \3k \3462 \006 \drainage \BMP \Concrete S SHEET NO.: C On (u�u)3 ----------- C capacitlest Please see accompanied Aqua -Swirl specification notes, See Site Plan for actual system orientation, Pipe coupling by Contractor. 12" long Stub -out Lifting Eye by Manufacturer. 04211 A inlet A Pipe coupling by Contractor. 12" long Stub -out Vent by Manufacturer. Arched Baffles Octagonal Base Plate Plan View Manhole Frame and Rim elevations to match finished Cover by Manufacturer. grade. HDPE risers can be field (See Detail) cut by Contractor. Grade Rim Lifting Eye Riser Vent . (Rotated for Clarity) Swirl Inlet k h -° i; i._ Arched Baffles Phone (888) 344 -9044 www.a asNeldn mm Manhole Frame & Cover Detail Section A -A For H -20 Traffic Loading Areas NTS meat: AS -3 STD rn or. LZ] kale: 6 Dace Aqua -Swirl Concentrator Model AS -3 On -Line Standard Detail : 0 06 0/0 6 02 Patent Pendinq Swirl Outlet Undistu rl 2 C804 4" 8' MIN. 4" I oil#4 REBAR BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 GRASS PRECAST CONCRETE ADJUSTING RING FOR ROUND GRATE /FRAME STORM MANHOLE NEENAH TYPE CASTING NO. R -3472 T. C. r- ASPHALT I VAR PIPE SIZE I I f 18" MAX I I I I 6* STONE BEDDING OF #8 STONE PAVED - :1 HEAVY DUTY UMPHOLE CASTING w/ Sam LID. NEENAH R -1974-A OR ,APPROVED EQUAL NOTES: _ FINISH GRADE 6• 6• 1•) SHALL BE A (AXE OF 6' DEEP OUTSIDE OF STREET {Y ;+ y • j: FINISH GRADE CLEANOUT PLUG RIGHT -OF -WAY. 2.) ALL SERVICE LATERALS SHALL HAW A WNArf M OF �:~ ♦c . NORMAL GRADE 6' OF COVER VATHN THE ',�•. -.. .`•.�• 1/4' PER FOOT CONCRETE COLLAR 6" PIPE MIN. -1/8' PER FOOT STREET RIGHT -OF -WAY. 6' PIPE CONNECT TO EXISTING APPROX. 90' SERVICE PLUG FOR FUTURE CONNECTION. ISOMETRIC PLAN PLUG SHALL BE ABLE TO PASS AIR PRESSURE LONG RADIUS TEST REQUIRED FOR LONG RADIUS SEWER MAIN. APPROX. USE 6' SEWER PIPE MIN CONCRETE ENCASED SPECIFIED MAIN OTHERWISE WYE . ; APPROx 90• Slim LINE "i -t. ` SPRING LINE LONG RADIUS SECTION OF WE j : i ; ='r' , : OF PIPE A A .'_ PLUG . DIAMETER AS Std IEDU ON PLAN OR st:i itD R CONNECT TO EXISTING SERVICE ' ' '• :::' ' : : ' OR PLUG FOR FUTURE SERVICE. SANITARY SETTER LATERAL SANITARY SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED PLAN VIEW FOR SEWER MAIN. CONNECTION TO MAIN SEWER TYPICAL CLEANOUT DETAI >> TYPICAL CLEANOUT DETAIL 10 WITH PLUG C804 9 0804 IN PAVED AREAS N.T.S. C804 SIZE "W" "U" "T" 6a II Il 40 8" Manhole Frame and Rim elevations to match finished Cover by Manufacturer. grade. HDPE risers can be field (See Detail) cut by Contractor. Grade Rim Lifting Eye Riser Vent . (Rotated for Clarity) Swirl Inlet k h -° i; i._ Arched Baffles Phone (888) 344 -9044 www.a asNeldn mm Manhole Frame & Cover Detail Section A -A For H -20 Traffic Loading Areas NTS meat: AS -3 STD rn or. LZ] kale: 6 Dace Aqua -Swirl Concentrator Model AS -3 On -Line Standard Detail : 0 06 0/0 6 02 Patent Pendinq Swirl Outlet Undistu rl 2 C804 4" 8' MIN. 4" I oil#4 REBAR BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 GRASS PRECAST CONCRETE ADJUSTING RING FOR ROUND GRATE /FRAME STORM MANHOLE NEENAH TYPE CASTING NO. R -3472 T. C. r- ASPHALT I VAR PIPE SIZE I I f 18" MAX I I I I 6* STONE BEDDING OF #8 STONE PAVED - :1 HEAVY DUTY UMPHOLE CASTING w/ Sam LID. NEENAH R -1974-A OR ,APPROVED EQUAL NOTES: _ FINISH GRADE 6• 6• 1•) SHALL BE A (AXE OF 6' DEEP OUTSIDE OF STREET {Y ;+ y • j: FINISH GRADE CLEANOUT PLUG RIGHT -OF -WAY. 2.) ALL SERVICE LATERALS SHALL HAW A WNArf M OF �:~ ♦c . NORMAL GRADE 6' OF COVER VATHN THE ',�•. -.. .`•.�• 1/4' PER FOOT CONCRETE COLLAR 6" PIPE MIN. -1/8' PER FOOT STREET RIGHT -OF -WAY. 6' PIPE CONNECT TO EXISTING APPROX. 90' SERVICE PLUG FOR FUTURE CONNECTION. ISOMETRIC PLAN PLUG SHALL BE ABLE TO PASS AIR PRESSURE LONG RADIUS TEST REQUIRED FOR LONG RADIUS SEWER MAIN. APPROX. USE 6' SEWER PIPE MIN CONCRETE ENCASED SPECIFIED MAIN OTHERWISE WYE . ; APPROx 90• Slim LINE "i -t. ` SPRING LINE LONG RADIUS SECTION OF WE j : i ; ='r' , : OF PIPE A A .'_ PLUG . DIAMETER AS Std IEDU ON PLAN OR st:i itD R CONNECT TO EXISTING SERVICE ' ' '• :::' ' : : ' OR PLUG FOR FUTURE SERVICE. SANITARY SETTER LATERAL SANITARY SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED PLAN VIEW FOR SEWER MAIN. CONNECTION TO MAIN SEWER TYPICAL CLEANOUT DETAI >> TYPICAL CLEANOUT DETAIL 10 WITH PLUG C804 9 0804 IN PAVED AREAS N.T.S. C804 SIZE "W" "U" "T" 6a 21-6& 2'-0" 40 8" 2' -6N 2, -1 „ 4" 10" 2• -6" 2. 3" 4" 12 2' -9" 2' 5" 4" 15" 3' -0" 2' -8" 5" 18" 3'-6" 3' -0N 5" 21 " 3• -11 3• -4" 6" 24" 4' 3" 3' -8" 6" 27" 5' -6" 3' -11 ' 6" 30" 5' -9" 4'-4" 6" 36" 6' 3" 5' 2" 6" 42" 61-11& 8" 48" 7' -4" 9" 54" 8' -0" 9" 60" 8' -6" A 9" 66" 91-1.. 9" 72" 9' -8" 10" 78" 10 3" 10" 1'-0'v Minim,,vr► Undlstcrrbed Grot nd Existing Pavement, Saw Cut Straight Edge Special Backfi// Under Pavement. Drives. wo /ks &- #hare Ordered Taped In 6' Layers Special BackfIll Shall Ca7fanm To INDOT 211.02b Undisturbed Earth TRENCH SCHEDULE > Tab / e Is For AS TM D 3034. Wa i l Thickness C l ass SDR 35 For 6 " -15 " And ASTM F -679 Wall Thickness Class T -1 For 184 J6- For Other Flexible Pipes. Minimum Trench Width "U" Shal l Meet Manufacturer's Requl remsnts. Match Existing Pavement Material And Thickness Too Of P Ipe T Approved Excavated Material In Unpaved Areas Unless Otherwise Directed PLACE 11r DIA EXTRUDABLE -Y I PREFORMED GASKET MATERIAL N EACH KEYWAY SEE DETAIL). p� ��� i LU VIEW a3• ADJUS7ING�NG OR FLANGE OF CASTING A : :F::..; :.f.:.. N N& 1 g� M RUBBER 24' I.D 1 CA NM MAL PREFORMED () 34'O.D. GASKET DETAIL SECTION A —A ADJUSTING RING DETAIL (FIGURE 5 -413) C804 X x X Note: Under Existing Sewers, Woter L !nest Gas Lines. Te / ephone Cab / e And Electrical Ca7du! ts. Backfi l l With Granular Bedding Material To The Centerline Of The Existing Utility r L Ines. For Flexible Pipe w/th Solid O' Profile walls. Crawler- Bedding Afaterla/ Shall Be Placed And Hord Tamed In 6' Layers To A Minlmxn C Of 1 ' -0' Above Pipe. Bed Plpe In Specified Gra7ular Bedding Material Hand Tomed In 6' layers to 8 to 12 Inches above Pipe. Bedding Material Shall Canfarm To INDOT 903.02, Size No. B Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Mininx/m Width For Flexible Pipes In Accordance With ASTM D 2321. TRENCH DETAIL FOR SEWER AND WATER MAINS NTS 4 0804 `RN-\��aauuulIInui �y OVER T Ow 9 % / /lamunnun +aaa DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006 • Schn..Nder THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: C23 01/16/07 3462.008 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: co XREF: S: \3k \3462 \008 \dwgs \rMe1.dwg co co XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Si SHEET NO.: � d A•• Z co A z W w z w w I � A A a W x DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3462 \008 \dwgs \C803- C804.dwg XREF: S: \3k \3462 \008 \dwgs \rMe1.dwg XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Si SHEET NO.: (COO(04 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006 = T s -,. 11- t7; 4 f = THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C.) 01/16/07 3462.008 DRAWN B CHECKED CITY OF CARMEL - CONCRETE CURBING POLICY A I C /11.f SHEET TiTLE: I. Infiltration - The contractor shall furnish SPECIFICATIONS �4 Qc° co o XREF: S: \3k \3462 \008 \dwgs \Titlel.dwg co co WATER SYSTEMS necessary equipment to test sewers for 'W44- - _44 lqo- d 1)General EARTHWORK 1 infiltration. Infiltration rates shall not exceed B. Manholes M A) The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, w = z the Local Standards. All sanitary sewer lines W w B. Welded Steel Wire Fabric - Where required for jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install CITY OF CARMEL - WATER DISTRIBUTION DEPARTMENT upon completion will be required to ass a low P P q P � a 1. Precast reinforced concrete manhole sections concrete reinforcement shall conform to ASTM A185. concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result 1. SCOPE OF WORK " " SPECIFICATIONS 11/2 - 2 OUTSIDE METER PIT SET pressure air test unless otherwise directed by Aqua Source. Said test shall be conducted q F4 and steps p shall conform to ASTM C -478 latest C. Prerruoulded Joint Filler - Shall be of non in non -acc tance of the work or other remedies outlined in this olic . non-acceptance policy. A. Extent: The work required under this section REVISED 11 /03 according to NCPI Standard Method, and shall be r4 aa revision. - extruding type meeting ASTM D -544 except that C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana P P P Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified consists of all excavating, filling, rough grading 9 9► 9 9 9 and related items necessary to complete the work 1. METER PIT COVER. 20x36 STD METER BOX COVER. FORD MC -36 -T witnessed by an inspector authorized by Aqua Source. Infiltration under test shall not exceed 100 gallons w A in 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, premoulded joint filler used in concrete walk construction may be either non-extruding or Y 9 herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher 9 Y 9 N� 9 indicated on the drawings and described in the g 2. _COPPER SETTERS FORD 11 2" - VB676- 188 -44 -66 / per inch of inside diameter of sewer pipe per mile of sewer hours and inclusive I -� = shrinkage distortion or other defects. The g y resilient. standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, " 2 - VBB77- 186 -44 -77 " " of all n s appurtenances within the section being tested such shall be smooth and well cleaned by shot - blasting or by some other approved method. D. Bituminous Pavement Materials - All materials higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor errors, or omissions found on the plans or in MUELLER 11/2 -B -2423 18 as manholes, house connections, etc. They shall be coated with asphalt paint proposed for the construction of bituminous as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in the field, before work is started or resumed. MUELLER 2 -B -2423 18 which shall result in a smooth coating, pavements shall comply with the Indiana Department technology and are approved by other agencies with concurrent jurisdiction. 3. METER PIT 36 x 36" - FRATCO METER PITS. J. Flushing Sewers - Flush all sanitary sewers except tough and tenacious when cold not tack or g Y of Trans ortation specifications, per latest P P P revision. G) All work shall comply with the requirements of Section 105.03 of the Standard P Y q Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: 36" - LENGTH OF N -12 OR EQUAL. building sewers with water t0 obtaiin free flow brittle. The shall be gray Iron meeting Y g y g a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized 1. In general, the items of work to be performed under this section shall include: 4. SERVICE LINE, ALL 11/2" AND 2" SERVICE LINES MUST BE COPPER. through each line. Remove all silt and trash from 9 appurtenances just prior to acceptance of work. ASTM A -48 latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton clearing and grubbing, removal of trees and 3. Joints - Manhole sections shall be jointed crushed material. Cheri shall be County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. stumps (where required), protection of trees 5. BALL TYPE CURB STOP. MUST HAVE COMPRESSION TYPE FITTINGS ON K. Plastic Sewer Pipe Installation - Plastic sewer P with rubber t e askets. The rubber t e type g type limited t a ma limited t0 a maximum Of 890 Of the total. Material I) Authority of the Engineer over the work shall be per section 105.01 of the standard y Specifications. to remain, stripping and storage of topsoil, BOTH ENDS AND BE SUPPORTED BY A CONCRETE BLOCK. pipe shall be installed in a accordance with ASTM gaskets shall meet ASTM C -443 latest shall be free from an excess of flat, elongated, J Prior to commencing he work, the Contractor erformin the work shall contact the Engineer to schedule a re- construction meeting )to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work fill compaction and rough grading of entire site. Mueller- 25155 -3, Ford- 11/2" B44 -666 2" 844 -777. D2321 per latest revision and no plastic pipe revision. thinly laminated, soft or disintegrated pieces; and to review the authority of the Engineer as it relates to the work. 6. SERVICE BOX with SERVICE BOX ROD, DEPTH OF BURY WILL VARY. shall exceed a deflection of 57.. and shall be free from fragments coated with dirt. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved 2. Excavated material that is suitable may be L. Storm Water Connections - No roof drains, footing C. SUBDRAINS Compacted aggregate shall be graded as follows: construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the used for fills. All unsuitable material shall 7. CORPORATION STOP. CORPORATION STOP SHOULD BE TAPPED DIRECTLY drains and/or surface water drains may be / Y SIEVE SIZE %PASSING requirements of this policy outside of the right -of -way shall be determined at the pre - construction meeting. be buried on site, or removed off site, and TO THE WATER MAIN AT THE HORIZONAL POSITION 3 O'CLOCK. 11/2 " - connected to the sanitary sewer systems, including 1. Perforated plastic pipe subdrains shall M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. disposed b the contractor. All surplus P Y P " " 2 DUCTAL IRON or PLASTIC- repair clamp with Threaded 11/2 or 2 . temporary connections during construction. conform to ASTM F -405. 1 -1/2" 100 N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. excavated material not required shall be removed from the SMITH -BLAIR # 238 FULL CIRCLE REPAIR CLAMP SINGLE BAND 3. APPLICATION 1" 80 -100 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. site. M. Waterline Crossing - Waterlines and sanitary sewers 3/4" 70 -90 2) Foundation NOTES 1. Service lines require compression couplings only. shall maintain a minimum of 10 foot horizontal separation and a minimum 18 inches of clearance A. Permits and Codes - The contractors bid on 1/2" 55 -80 #4 35 -60 A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard 3. Provide and place any special fill 2. No meter pit shall be installed in a traffic area, driveway, or side walk. between pipes at crossings. Otherwise, sanitary contractors bid on the work covered herein shall # g 25 -50 Specifications. material from off the site as may be 3. There shall be no buried oints or cow lin s, exce t for the car oration couplings, P P sewer within 10 feet of waterlines shall be be based upon the drawings and specifications #30 12 -30 ii)The foundation shall be prepared in accordance with Section 605.03(x) of the Standard Specifications and the requirements of this required. Fill obtained from off site shall be of kind and quality as specified stop n the P 4. Main and the curb stop alve. constructed of water works rode Ductile Pie 9 P mechanical joints and fittings. � 9 and compliance with all applicable codes and P PP regulations as amended by any waivers. Contractor #200 5 -10 policy. B) Excavation and Embankment and the source approved by the Owner. P 5. Care should be taken when establishing final grade. The meter pit shall furnish all bonds necessary to get permits 3. for cuts and connections to existing sewers. APPUCA'TION i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stoke limits shall be performed in accordance with Section 201.03 and cover IS N. Utilities - It shall be the responsibility of 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely 4. The Contractor shall accept the site as he finds it 6. expected to be at grade. Using bricks or blocks to raise the meter pit each contractor to verify all existing utilities B. " " Local Standards - the term Local Standards as A. Grading - Do an necessary grading in addition to g y Y g g removed within the limits of the slope stakes. ii)Excovations and shall remove all trash, rubbish and debris from the site prior to starting cover will not be accepted. 7. Any questions should be directed to the Carmel Water Distribution and conditions pertaining to his phase of the work. It shall also be the contractors used herein means the standards of design and that performed in accordance with Earthwork P Section, to bring subgrades, after final (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the limits the be in Section 203 excavation. Department at responsibility to contact the owners of the construction of the respective municipal compaction, to the required grades and sections slope stake and resulting void shall refilled with suitable material and compacted accordance with of the Standard Specifications. 571 -2648. various utilities before work is started. The department or utility company. for site improvement. 2 An pronounced depressions within the sloe g op () Y P p p stake limits resulting after excavation orations shall be refilled with suitable B. Work not included: The following items of contractor shall notify in writing the owners and C. Existing Improvements - Maintain in operating material and compacted in accordance with Section 203 of the Standard Specifications. ill) Embankments related work are specified and included in other sections of these specifications: the engineer of any changes, errors or omissions found on these plans or in the field before work condition all active utilities, sewers and other B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with P (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. is started or resumed. drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage stable material. No traffic will be allowed on (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. 1. Excavation, grading and backfilling for 9 9 9 utility lines 0. Service Laterals - Individual building service lines to existing active improvements. See also Earthwork prepared subgrade prior to paving. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment SANITARY SEWER SYSTEMS shall be 6 " in diameter and of material equal to Note 6C. . C. Compaction of Subgrade - The first 6 inches below operations. 2. Storm drainage systems that specified in 2A of this section. Service lines shall be connected to the main sewer by a D. Workmanship - TO conform to all local, state and the subgrade shall be compacted to at least 100% the (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 3. Sanitary sewer systems 1. SCOPE OF WORK wye at locations generally shown within these national codes and to be approved by all local and of maximum dry density as determined by the provisions of AASHO T -99. Water shall be (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. 4. Streets The work under this section includes all sanitary plans. Service lines shall be extended and state agencies having jurisdiction. prevented from standing on the compacted subgrade. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. and paving Y sewers, manholes, cleanouts and related items including capped at a point 5 feet beyond the building face. Sewer service lines shall be marked with a E. Trenching -Lay all pipe in open trenches, except D. Utility tructures - Check for correct elevation y C) Soil Subgrades t) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only 5. Water supply system pp Y ys excavating and backfilling, necessary to complete the in the drawings, five feet post extending 2 feet above grade. when the local authority gives written permission for tunneling. Open the trench of all manhole covers, valve boxes and similar after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the Trench backfilling these installations work shown starting outside sufficient ahead structures located within areas to be paved, and pavement are completed. work of shall be in accordance with the City of Carmel Trench 2. BENCH MARKS the building walls. The ends of sewers shall be tightly plugged or capped at the terminal points, of pipelaying to reveal any obstructions. The width of the trench shall be the inside pipe or have made, any necessary adjustments in Backfilling specifications. ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. Maintain carefully all bench marks, monuments and other adjacent to buildings, pending the connecting of all j g ' P g g P. Manhole Testing - All sanitary manholes shall be precast concrete diameter plus 24 inches for 12 inches above the such structures. ill) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. reference points; if disturbed or destroyed, contractor P � such lines to the building drain as specified in the plumbing specifications and architectural drawings. manholes in accordance with ASTM C -478 and Section 720. 0-rings 9 shall conform to C -443. Kent Seal or equivalent shall also be applied q • PP pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All E. Placing Concrete iv Subgrades shall be inspected and approved b the Engineer before an ) 9 P PP Y 9 y aggregate base or concrete curbs are constructed. A be in Section 203.26 shall contact engineer. to all joints and between riser rings and castings. Manhole step trenching to comply with Occupational Safety and proofroll shall conducted accordance with of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. 3. REMOVAL OF TREES 2. MATERIALS spacing shall be no more than 16- inches. Manholes shall be air Health Administration Standards. Keep trenches 1. Subgrade - Place concrete only on a moist, v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 tested for leakage in accordance with ASTM C1244 -93, Standard Test free from water while construction is in progress. compacted subgrade or base free from loose calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing A. Remove all trees and stumps from area to be P A. Sanitary Sewers Method for Concrete Sewer Manholes b the Negative Air Pressure Y 9 Under no circumstances la pipe or appurtenances material. Place no concrete on a muddy or Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. occupied by road and surfaced areas. Removal of (Vacuum) Test. in standing water. Conduct the dischaprge from frozen subgrade. 3 ) Aggregate Bases trees outside these areas shall only e done as Y noted on drawings or approved by the Owner. 1. All gravity plastic sewer pipe and fittings shall conform to ASTM D3034 with a cell A. Installation and operation of vacuum equipment and indicating trench dewatering to drains or natural drainage channels. 2. Forms -All forms shall be free from warp, A) General I) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade In accordance with Section 105.03 of the classification of 12454 C. Flexible devices must be in accordance with manufacturers recommendations tight enough to prevent leakage and Standard Specifications. SP B. All brush, stumps, wood and other refuse from the asketed corn ression joints shall be used g P and performance specifications which have been provided by the F. Special Supports - Whenever in the opinion of the substantial enough to maintain their shape and without springing or settling, ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. ill) The Aggregate Base be from Certified Aggregate site shall be buried onsite or removed to disposal P for PVC pipe. No solvent cement manufacturer and accepted by the Engineer. The vacuum equipment Engineer the soil at or below the pipe grade is position P 9 when concrete is placed. Forms shall be material shall obtained a Producer in accordance with Section 917 of the Standard Specifications. areas Off of the site. Disposal by burning shall not �° iris shall be allowed. must be capable of testing the entire manhole, including the casting and riser rings. unsuitable for supporting sewers and appurtenances specified in this section, such special support, clean and smooth immediately before iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation be permitted unless proper permits are obtained P P P P (where applicable). The location of on site bury c 3. APPLICATION in addition to those shown or specified, shall be concreting. g' and moisture loss. v)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the pits shall be designated the owner or the B. Vith the vacuum tester set in place: provided as the Engineer may direct, and the approved construction documents. Engineer. A. Permits and Codes - The contractors bid on 1. Connect the vacuum pump to the outlet port with the valve contract will be adjusted. 3. Placing oncrete - Concrete shall be g B) Temperature and Seasonal Limitations contractors bid on the work covered herein shall open• i) The Aggregate Base shall be laced in accordance with the temperature limitations of Section 301.04 of the Standard P p Specifications. 4. PROTECTION OF TREES be based u on the drawin s and specifications P g P and compliance with all applicable codes and 2. Draw a vacuum of ten 10 inches of H and close the ( ) g• valve. G. Backfilling - for a depth of at least 12 inches deposited so as to require as little rehandling as practicable. When concrete is ii)Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section A. General Protection: The Contractor shall be regulations as amended by any waivers. Contractor above the top of the pipe, backfill with earth or granular material free from large stones, rock to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of 4C(iv) of this policy. C) Preparation responsible for the protection of tops, trunks shall furnish all bonds necessary to get permits C. Accepted standards for leakage will be established from the fragments, roots or sod. Tamp this backfill the Indiana Department of Transportation I) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. and roots of existing trees on the project site for cuts and connections to existing sewers. elapsed time for a negative pressure change from ten (10) inches thoroughly, taking care not to disturb the pipe. Specifications latest revision shall be ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to that are to remain. Existing trees subject to to nine (9) inches of mercury. The maximum allowable leakage rate For the remaining trench depth, backfill with followed. placing the Aggregate Base on the s,jbgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected construction damage shall be boxed, fenced or " " B. Local Standards - The term local standards for a four (4) foot diameter manhole must be in accordance with earth or granular material containing stones or to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing otherwise protected before an work is started; P y do not stockpile within branch spread. Remove as used herein means the standards of design and the fdlawin g' rocks not larger than 4 inches. Backflll under g and and within 5' of walks, areas, driveways F. Concrete Curb i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. interfering branches without injury to trunks and construction of the respective municipal department or utility company: Minimum Time for a parking and street shall be granular material only - 1. Expansion Joints - Shall be 1/2 inch thick ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period cover scars with tree paint. Manhole Dept Pressure Change of 1 Inch Ha thoroughly compacted by approved methods. premoulded between storm structures & curb. of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be 10 feet or less 60 seconds subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 5. HANDLING OF TOPSOIL City of Carmel >10 feet but d5 feet 75 seconds H. Manhole Inverts - Construct manhole flow channels 2. Contraction /Control Joints - Unless otherwise 4) Concrete Curb A) General A. Remove all organic material from the areas to be g C. Existing Improvements - Maintain in operating 9 P P 9 >15 feet but Q5 feet 90 seconds of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for P P i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 the Standard Specifications. occupied by buildings, roads, walks and parking condition all active utilities, sewers and other For manholes five (5) feet in diameter, add an additional fifteen (15) inside diameter of the connecting sewers. Make intersection radii where joints shall be placed 5' o.c. of ii)Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable areas. Pile and store topsoil at a location drains encountered in the sewer installation. seconds and for manholes six (6) feet in diameter, add an additional changes in size or grade gradually and changes in City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. where it will not interfere with construction Repair to the satisfaction of the owner any damage thirty 0 seconds to the time requirements for four 4 foot y ( ) q () direction by true curves. Provide such channels 3. Finish - Tamp and screed concrete as soon as ill) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard operations. Topsoil shall be reasonably free to existing active improvements. manholes. For all manholes deeper than twenty-five 25 P Y- for all connecting sewers at each manhole. for placed, and fill any honey combed places. Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment for installation including from subsoil, debris, weeds, grass, stones, ect. feet, the Engineer will determine the applicable minimum elapsed time. I. Subdrains All be the " Finish square corners to 1/4 radius and utilized concrete curbing work, but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard D. Workmanship To conform to all local state and P � - subdrains shall of size other corners to radii shown. Specifications. B. After completion of site grading and subsurface national codes and to be approved by all local and D. If the manhole fails the test, necessary repairs must be made and shown on the plans and shall be constructed to the v)Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. utility installation, top soil shall be replaced state agencies having jurisdiction. the vacuum test and repairs must be repeated until the manhole grades shown. G. Concrete Walks and Exterior Steps vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the some paving in areas designated on the erosion control plan passes the test. season. for seeding and /or sodding. Any remaining top E. Trenching -Lay all pipe in open trenches, except 1. Slopes - Provide 1/4 inch per foot cross B) Preparation soil shall be used for finished grading around when the local authority gives written permission E. If manhole joint int sealants are pulled out during the vacuum test, to P 9 J. shall be the responsibility of each slope. Make adjustments in slopes at walk i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard structures and landscaping areas. for tunneling. Open the trench suf ficiently ahead the manhole must be disassembled and the pint sealants replaced. contractor to verify all existing utilities and intersections as necessary to provide proper Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. of pipe-laying to reveal an obstructions. The Y width of the trench shall be the inside pipe PIP conditions pertaining to his phase of the work. It shall also be the contractors responsibility to P Y drainage. g ii All displacement or rutting of the soil subgrade or A re ate Base shall be repaired ) P g g Aggregate p prior to placing concrete curbing. 6. DISPOSITION OF UTILITIES: diameter plus 24 inches for 12 inches above the F. Manholes will be subject to visual inspection with all visual leaks being repaired. contact the owners of the various utilities before 2. Dimensions - Walks and steps shall be one C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision pipe. Sheet and brace trench as necessary to work is started. The contractor shall notify in course construction and of widths and details for installation below the temperatures specified. A. Rules and regulations governing the respective protect workmen and adjacent structures. All writing the owners or the engineer of any changes, shown on the drawings. ii)No mixture shall be placed on a frozen subgrade or Aggregate Base. utilities shall be observed in executing all work trenching to comply with Occupational Safety and errors or omissions found on these plans or in the ill) Under no circumstances shall concrete curb be placed between December 15 and March 30. under this section. Health Administration Standards. Keep trenches field before work is started or resumed. 3. Finish - Screed concrete and trowel with a iv) If o soil subgrade or Aggregate Bose over which concrete curb is to placed, is placed and approved by the City prior to free from water while construction is in progress. P g STORM SEWER SYSTEMS steel trowel to a hard dense surface after November 30 placement of the concrete ill c c ete curb w be allowed u to December 15 provided that the ambient t e bent and soil subgrade or P P ' P g B. If active utilities are encountered but not shown Under no circumstances shall pipe or appurtenances P•p PP 1. SCOPE OF WORK K. Contractor to grout joints inside storm surface water has disappeared. Apply medium PP Y Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select on the drawings, the Engineer shall be advised be laid in standing water. Conduct the discharge structures where pipes enter or exit broom finish and scribe control joints at 5 the construction inspector. before work is continued. from trench dewaterin to drains or natural g The work under this section includes all storm sewers, and between structure and casting. foot spacing. Provide 1/2" expansion joints P g' / P �° v)lf the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C i of this g P P q ( ) C. Inactive and abandoned utilities encountered in drainage channels. storm water inlets, and related items, including where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. policy between Apr? 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized excavating nd grading operations shall be g g g P F. Special Supports - Whenever, in the opinion of the P pP p. excavating and backfilling, necessary to complete the work shown on the drawings. agent of the Engineer. The Engineer shall select the construction inspector. 9 9 9 sP vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that reported to the Engineer. They shall be removed, Engineering, the soil at or below the pipe grade STREETS /PAVEMENT prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete plugged or capped as directed by the Utility is unsuitable for supporting sewers and 2. MATERIALS H. Curing Concrete - Except as otherwise specified, g P P curb placement, curing and finishing. Company and the Engineer. P Y g� appurtenances specified in this section, such PP P special support, in addition to those shown or cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of D) Placement i) Concrete curb shall be placed in accordance with Section 502.09 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. D. It shall be the responsibility of each contractor specified, shall be provided as the Engineer may A. Storm Sewers 1. SCOPE OF WORK Transportation Specifications, latest revision. ii)Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. to verify all existing utilties and conditions pertaining to his phase of the work. It shall direct, and the contract will be adjusted. 1. Reinforced concrete sewer pipe shall confirm ill) Formwork shall comply with the requirements of Section 605.0 b of the Standard P Y q 4() Specifications. also be the contractors responsibility to contact G. Backfilling - for a depth of at least 12 inches to ASTM C -76 latest revision, with joints The work required under this section includes all concrete and bituminous paving and related items P 9 I. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 402 P iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints the owners of the various utilities before work " above the top of the pipe, backfill with 12 of #8 crushed conforming to ASTM C -443 latest revision. necessary to complete the work indicated on drawings P and must comply with Section 401.05 of i) Joints shall conform to the requirements of Section 503 and 605.04(x) of the Standard Specifications. is started. stone or #8 fractured face aggregate. Compact this backfill 2. Corrugated PE Pipe and Fittings: AASHTO M 294, and described in the specifications, including but not the Indiana Department of Transportation ii)Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be 7. SITE GRADING: thoroughly, taking care not to disturb the pipe. For the remaining rench depth, backfill with earth or 9 P Type S, with smooth waterway coupling joints. limited to: Specifications latest revisions. Paving will not be permitted during unfavorable weather or when located at the same location as the joints to the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of li -inch. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb A. Grades: Contractor shall all cutting, granular material containing stones or rocks not larger than 4 inches. Backfill All streets, parking areas in contract limits the temperature is 40 degrees F. and falling. returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. perform under and within A. Silttight Couplings: PE sleeve with ASTM D Curbs and gutters F)Finishing and Curing filling, compacting of fills and rough grading 5' of walks, parking areas, driveways and streets 1056, Type 2, Class A Grade 2 gasket Sidewalks and concrete slabs, exterior steps J. Compacted Aggregate Subbase - the thickness shown i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard required to bring entire project area to grade as shall be granular material only - thoroughly material that mates with pipe and fittings on the drawings is the minimum thickness of the Specifications. shown on the drawings. compacted, by approved methods. to form silttight joints. 2. MATERIALS full compacted subbase. Compaction shall be Y P P ii)Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound accomplished by rolling with a smooth wheeled shall be applied to all exposed surfaces including sides after any forms are removed. B. Rough Grading: the tolerance for paved areas H. Flow Channels - The flow channels within manholes A. Concrete - Concrete shall be ready -mixed concrete roller weighing 8 to 10 tons. Compact to 90% ill) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. shall not exceed 0.04 feet plus or minus above shall be an integral part of the precast base. and shall be a mix of proportioned fine and compaction using Standard Testing Procedures. G) Backflling the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the The channels shall be shaped and formed for a clean transition with hydraulics to allow coarse aggregates with Portland cement and water. Along curbs, headers and walls and at all placed I) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only the is inspected by proper Minimum cement content shall be 6 bags per cubic not accessible to the roller, the aggregate after concrete curbing and accepted the Engineer in accordance with Section 5 of this policy. established grade. All banks and other breaks in the smooth conveyance of flow through the manhole. yard of concrete and maximum water content shall material shall be tamped with mechanical tampers ii)Backfilling operations shall be completed prior to opening the area to regular construction traffic. grade shall be rounded at top and bottom. Adjust The bench wall shall be formed to the crown of the be 5.5 U.S. gallons per sack of cement, including or with approved hand tampers. 5) Inspections subgrade elevations for topsoil thickness for areas inlet and outlet pipes to form a "U" shaped moisture in the aggregate. Slump for normal A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard receiving topsoil and seed. channel. The bench wall shall slope back from the weight concrete shall be a maximum of 4 inches Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. C. Compaction Requirements: crown at 1/2 inch per foot to the manhole wall. and a minimum of 2 inches. the slump of machine B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards TABLE 1 placed concrete shall be no less than 1 -1/4 established by this policy. inches nor more than 3 inches. Standard test C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. 1. All building pad areas shall be compacted to MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 Sig ASTM C -143 shall be used to measure slump. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random standards specified by local and /or state DROP FOR SIZE AND LENGTH OF PIPE INDICAT D Compressive strength of concrete at 28 days shall P g %� cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. building codes. Minimum compaction shall 9 P be 4000 psi. All exterior concrete shall have E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion be 100% of Standard Proctor Density. Pipe Minimum Length for Time for air entrainment of 5% to 8% b volume per ASTM C Y P of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications P 9 9 q p 2. For compaction requirements of paved areas, Diameter Time Minimum Longer Specification Time for Length (L) Shown, min:s -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be see street specifications. In. min:s Time, ft Len h, S cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 1. Portland cement - Conforming to ASTM C -150, prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 Type IA or Type IIIA. responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 2. Aggregates: Conforming to ASTM C -33 documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 3. Water -Shall be clear and free from result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the , final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractors expense. 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 injurious amounts of oils, acids, alkalies, I If the Contractor fails to comply forthwith with an or ) p y y der made under the provisions of this subsection, the Engineer will have authority 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 organic materials or other deleterious to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the substances. costs from any monies due or to become due. 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 replacement in accordance with the instructions provided by the Engineer. 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 policy (except for any variances granted) and the approved construction documents. 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for 'A R 11-nn RA 1171 7RR T. AI-1117 7A•1;1; In7.17 17R -17 1 51 -Rn 174.70 7n5 -n7 7zn -dA a period greater than three years. The Engineer shall establish the extended bonding requirement. DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006 = T s -,. 11- t7; 4 f = THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: C.) 01/16/07 3462.008 DRAWN B CHECKED �� A I C /11.f SHEET TiTLE: GENERAL SPECIFICATIONS �4 Qc° co o XREF: S: \3k \3462 \008 \dwgs \Titlel.dwg co co (Cs)(an �_4 'W44- - _44 lqo- d l� �::) 1 Pi (� M z w = z W W w L Z � P= x U v � a a1 w „=�_, I I F4 --I 4 W W N ���II p r4 aa 04 �1 A �r! '.4 a �A U �4 w A in U 1 w A ( B I -� = w Ley °4' W x DATE: PROJECT NO.: 01/16/07 3462.008 DRAWN B CHECKED R Ic A I C /11.f SHEET TiTLE: GENERAL SPECIFICATIONS DRAWING FILES: S: \3k \3462 \008 \dwgs \C901.dwg XREF: S: \3k \3462 \008 \dwgs \Titlel.dwg SHEET NO.: (Cs)(an PLAN NOTES 1Q MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL IN YARD AREAS, Q2 ALL LAWN AREAS SHALL BE 100% TURF TYPE TALL FESCUE (BLEND 3 IMPROVED VARIETIES) SEED AT 7LBS. /1000 SQUARE FEET. OR SOD (SOD FARM MATERIAL TO BE APPROVED BY OWNER) O3 IMPORT PULVERIZED T❑PS❑IL TO PREP ALL BED AREAS, O4 MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BLDG'S. Q INSTALL HAYDITE GRAVEL AT 3' DEEP, © INSTALL ALUMINUM EDGING NOM :TAME a am Kama Dr SR:TATE: C 21 N am" STEEL an VIES EVENLY SPACED ROLL RACK TOP in REMOVE' ALL. zDW PLACE ROOT FLARE r-r man THAN FINISHED GRADE - EARTH SAGER - PLANTM . 1 PREPNIED PLANTING MOM DED SOL SHALL BE PARTS CITED NNAN URE W"I PWA lIi U tMO Alert 'PLR ED � ED SHADE TREE PLANTING DETAIL ROLL DACU TOP In Ram, MO CUT ALL T VI E ANO ym PLACE ROUT FLARE L•t' HIGHER THAN GCC r29 ED GRADE GG EARTH SAUCER C, r, PLANTING A PRErMRED PLMFT= am SM SHALL BE PPARTS��TED NAN,RE 1; , L PART CGUItSE CUT SAID Mi R PARTS OIONAL TOP :ON. =:CAL0 TREE PROTECTOR TREE vRAP W® FASR0 NONWOVEN MEE KS PINCHED, 3 ONCE OR GREATER, WATER V LAYER OF SHRENDED PRE -ENOW CE H ERSE33E .z-- F]NISH GRADE SCARIFY PIT SMS MO sm TON Na LESS THAN P' DI:r WEED FASO} NOIWVVEN NEEDLE PUNCHER, S OUNCE Q GREATER, WATER (: �GGG PERMEABLE C,c��C, ccc rGo LAYER or WE11" GG / �G�rG PRE- OQGAICE HERSICME r FDOXH GMSE 11"Al., SCARIFY PIT S3= BOTTOM NO LESS THAN Lw DEEP r LAYER OF COMPACTED TO•iOL NCKF71LL SHRUB & SMALL TREE PLANTING DETAIL CMD SCALE CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL 'HOLEY MOLEY" 1 -800- 382 -5544 TOLL FREE C: \ ..... \Alworks \Wellington2007 \146th &HD- office2- Is- 010907.dwg LU1 Relocate '- {JRelocate H- U3 GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT UST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO 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 WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OR WORK. 10. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. ALL SEEDED LAWNS TO BE MAINTAINED FOR A PERIOD OF 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER AFTER WRITTEN REQUEST FROM LANDSCAPE CONTRACTOR. MAINTAINING TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 11. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 12. ALL LAWN AREA WITHIN BASE PROJECT SITE TO RECEIVE 4 -6" APPROVED TOPSOIL PRIOR TO HYDROSEEDING OPERATIONS. 13. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 759 APPROVED TOPSOIL AND 259 APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 1009 EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 14. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMPOSTED MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 15. LAWNS SHALL BE HYDROSEEDED FOLLOWING SCARIFYING FINAL GRADING FERTILIZING AND RAKING OPERATIONS. LAWN AREA SHALL BE FERTILIZED AT RATES SPECIFIED AND LIME APPLIED AS DICTATED BY SOILS TESTS PRIOR TO SEEDING OPERATIONS. 16. GRADE AGGREGATE USED IN BEDS AS NOTED SHALL BE OVERSIZED WASHED RIVER GRAVEL 4" IN DIAMETER AND PLACED IN 6" MINIMUM LAYER AND DEEPER AS NOTED OVER 6 MIL VISQUEEN. 17. PROVIDE FERTILE, FRIABLE, NATURAL LOAM SURFACE REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN 1/2% BRUSH & OTHER UTTER. SOIL PARTICULATES NOT TO EXCEED 1/4- IN SIZE PRIOR TO SEEDING/ SODDING. 18. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL AL OF LANDSCAPE DESIGNER. 19. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 20. ALL DISTURBED LAWN AREAS SHALL BE SEEDED AS NOTED. LAWNS SHALL BE SEEDED WITH SEED MIX AS APPROVED BY LANDSCAPE DESIGNER. 21. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 29 OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE RESODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 22. STAKE TREES AS NECESSARY OR AS DIRECTED BY THE LANDSCAPE DESIGNER. CONTRACTOR SHALL REMOVE ALL WIRE AND STAKES WITHIN ONE YEAR AS PART OF THIS CONTRACT. 23. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO START DATE OF ANY PLANT LOCATIONS THAT CONFLICT WITH UTILITIES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SANITARY SEWER SETBACK REQUIREMENTS. LEGEND_ CANOPY TREE U UNDERSTORY TREE EVERGREEN TREE ,-10 f EVERGREEN TREE O DECIDUOUS SHRUBS 0 e i n g t o n Company 11c PO Box 1813 Noblesville, Indiana 46061 317.774.1726 Fax 317.774.8454 FOR: Plum Creek Partners LLC 11511 Lakeside Dr. Fishers, Indiana 46038 146th & Hazel Dell Office Park 146th & Hazel Dell Pkwy. Carmel, Indiana Fall Creek Twp. Hamilton County as as U C> N 3 I blo '.d EF N • These drawings and specifications are the property ert Y and copyright h t of the Designer and shall not be used on any other work except by written agreement with the Designer. Date January 10, 2007 Revisions No. LA29400017 SITE LANDSCAPE PLAN Sheet L100 per Plan per Plan per Plan T E 1 V LAND5CAFE FLAN 5CALE: I" - 40' PLANT LIST (Bldg 2) NORTH ............................... � ,,.,..................,,,,,.... ........- ........,.,........ .... .............. .............................. CAPE Z 0 ZONING N G DATA QUANTITY ABBR. BOTANICAL NAME COMMON NAME SIZE/ / ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,/,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,� ................................................................. ............................... ;PLANTING STANDARDS FORMULA ' PLANT RQMT. euFFm - - FDTN ,.,, -.,. , „ ............................................................................................................................................................................................ ............................... PARKING LOT PERIMETER: ' ,,,,,, ,,,,,,,,,,�,,,,,,,,,,,,,,,,,,,. - - LT� LIRIODENDRON TULIPIFERA - - - - - -- ------ --- -- -- --- -- - --- , ..,. -.,�„ --- ....... - -.,, .-- ...- ...,,,, TULIP TREE ;2.5 B &B: EVENLY MATCHED TREES 4 -Sh or 3- v ( E or 3 -Orn per 100 If of erimter parking) P P 9) = Sh Shade Tree 2 ( ) 1 2" cal. „ 3 - QB ;QUERCUS BICOLOR SWAMP WHITE OAK 2.5 B &B: EVENLY MATCHED SHRUBS s (24 per 100 If of perimeter parking) (Ev) Evergreen Tree = 6' Height - 5 1 MS MALUS SSP.' SARGENTII SARGENT CRAB '1.5 "•B &B: WHITE FLOWER COMMENTS 1) 146th St. Buffer ter r mt. exempt from Perim q Orn Ornamental = " al, ( ) mental Tree 1 1/2 c ............... 5 - MC MALUS SSP. 'CENTZAM' CENTURIAN CRABAPPLE " S 1.5 B &B: RED FLOWER S Shrubs ubs 24 Ht. at Planting ..... ............................... - - - „ -'- - - GT GLEDITSIA T.I. SHADEMASTER T.I. SHADEMASTER HONEYLOCUST' 2.5 B &B: EVENLY MATCHED FOUNDATION PLANTINGS: .................. :.. ............................... - 7 AM AMELANCHIER X GRANDIFLORA ALIT. BRILLIANCE ;- ...FLOWER AUTUMN BRILLIANCE SERVICEBERRY- 6 CLP: 6 &B: WHITE TREES (Total LF of Perimter of Bld divided by 50) g' , .. .......... .............. - ,,,... ,. ET GREEN" VELVET BOXWOOD' 18 B ., B - BUXUS..XGREEN �. -VELV � ��` -� -• „- ............................................................................. ............................... 22,... BX SHRUBS (50� of the length of 3 -sides of Bldg.) - - � -SJ -- ... ................................................. ..�r., .., ......................................................... ....... ........................ SPIRAEA JAPONICA- II LITTLE PRINCESS - SPIREA� s COMMENTS 1 North wall of Bldg. counts in 146th St. Buffer Standards. s ........ ............................... 3 G AL. ROSE PINK FLOWERS 9 - NN ITATLIS DIABLO NI PHYSOCARPUS CAP NEBARK 5 GAL DK. RED LEAF: WHITE FLOWER 2) Shrubs planted within 10 of foundation and Trees la ' planted within 30. ............ .....:,......,,,..,,.....,..... .. 17 20 CP CHAMAECYPARIS PISIFERA FILIFERA AUREA NANA•;H READ LEAF CYPRESS 3 GAL.: "' ""' "'" ' ' DF. GOLD TH G L.: OPS: YELLOW LEAF 3) Tree groupings per developer. P 9 P per. ...... ........ ,............. , ,- „ j ,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,H,,. 9 23 BB EUONYMUS ALATA COMPACTA DWARF "BURNING"BUSFI' 24 " ' " ' -' -- " - - -- b,,..b.: 3 O.0 , .. ... .. .. .... .. . .-- ,, 4 Internal parking landscaping shall occur at i ) P 9 P 9 islands, enninsulas, entries. p - - 22 TW ,,,,.,,,,,- .---- .-- ..- ....., , ..... .. .... .......�.,........1 .- TAXUS X MEDIA `WARDII` SWARDS YEW 24' b b t .............................. .. ....... _ !.. S - 12 BT BERBERIS THUNBERGII ATROPURPUREA NANA CRIMSON PYGMY BARBERRY 3 GAL.: 3 O.0 s...... ..................:.. .. .. ............................... ..�.. - - -- ... ................... ..........,,,,,,,,,,..........,,,,, �,, ,,,...........,,,,,,,,,,,,,.... OAT.' ,,,,,,,,,,,,,,,,,,,, FORMULA REQUIRED PROPOSED; CREDI ,,-.....,,,,,,,,.--......,.,,,,.,,,,........, ,,,,,.............,..,,........ ,,,,.,.,.......,,.,,,,. ,.,.......,,..,,,,,,,,,........ S TES _ 7 SG MISCANTHUS SINENSIS GRACILLIMUS ;MAIDEN GRASS . .................. ,,.,...........,,,,,,,.,..... ...,,,.,...........,...,,,,,,,..,,,... ...........,,,,,,,....... -..,.. ; 3 GAL. 4 MAX HT. �- -GOLD / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / /// / / / / / / / / / / /// ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, - - - -- - 22 S JH � JUNIPERUS,,,C, H. OLD OLD GOLD��- JUNIPER � S �3 GAL.: 3 O.0 PARKING LOT PERIMETER: � ' S ........... ... ...... . .......................................................................... ......... ...................... JC ' JUNIPERUS CONFERTA BLUE PACIFIC BLUE PACIFIC JUNIPER 3 GAL.: 3 O.0 . =;.. .............. ...................... TREES�� . :.. ,... ...........................................................,,,,.............,,,.,...........,...,,..........-.................,.,,,,,.............,, trees" ..5.. - ..,.,.............,.,,,..,..,.. 7 17 NG ............... .... -- ILEX GLABRA CHAMZIN ............. NORDIC...INI<BERRY 3 GAL.: 3 O.0 SHRUBS _ - - ' 150 If 100.'If � -�X� 24- - f - (( shrubs 36 ; - - MSA - - -- ................ ............................... MISCANTHUS - SINENSIS ADAGIO ,,,, ADAGIO MAIDEN GRASS' "' 1 GAL. 3 O.0 " " " " " "' "' "'" .......................... ,... .. - - EFC EOUNYMUS FORTUNEI COLORATUS PURPLE LEAF WINTERCREEPER ' ' 1 GAL.: 3 O.0 FOUNDATION D T10N PLANTINGS• ' "" - - SB SPIRAEA X BUMALDA GOLD FLAME .. GOLD SPIREA' ' 2 GAL.: 3 O.0 TREES 50 0 3 SIDES 50 3 SIDES; (-(§0'(2) - x- 117.3--2- 50 _ 9'' - S S - - DL .. ;. . ..................................................................................................................... ......... ...................... HEMEROCALLIS.'.X . -cv. Y .......... ... .... .. .. .. ...... .. ...... .. .„ STELLA O ORO DAYLILY 1 GAL.: 3' O.0 '- SHRUBS ..... B d , - ,,,,,... .- ..,,,,,...........,.,,,,,,,., ,,,........ ..,,,,..........,,,,,,- ,.....,. ,,.......,.,.,,........,,,,,........-.-..,,,,-,............,,.,,.,....-.........,.,,,---...........,,,,,,....--.......,...,,,,.....-....... 509 of 3 Sides of ,.,,,,,,,...........,..,,,,.,,. ...................................,,...,............;................,,.,,...............,.,,,,,.,..............,,,.,.............,....,,,,..,...........,,,,,,,....,..... ..................... ......... ......... .......... ... .............. ......... ......,,.,,- .,,,..............� ...... ....... ... . . . . .. ............................................................................ .....,........,,,,,............ ,,... ............,..,............... f ,,, ,......- .,,,,,,.........,,,,... .... .,..,,,,........- ,,,,.......... ..I ........... ,..................... GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT UST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO 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 WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OR WORK. 10. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. ALL SEEDED LAWNS TO BE MAINTAINED FOR A PERIOD OF 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER AFTER WRITTEN REQUEST FROM LANDSCAPE CONTRACTOR. MAINTAINING TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 11. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 12. ALL LAWN AREA WITHIN BASE PROJECT SITE TO RECEIVE 4 -6" APPROVED TOPSOIL PRIOR TO HYDROSEEDING OPERATIONS. 13. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 759 APPROVED TOPSOIL AND 259 APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 1009 EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 14. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMPOSTED MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 15. LAWNS SHALL BE HYDROSEEDED FOLLOWING SCARIFYING FINAL GRADING FERTILIZING AND RAKING OPERATIONS. LAWN AREA SHALL BE FERTILIZED AT RATES SPECIFIED AND LIME APPLIED AS DICTATED BY SOILS TESTS PRIOR TO SEEDING OPERATIONS. 16. GRADE AGGREGATE USED IN BEDS AS NOTED SHALL BE OVERSIZED WASHED RIVER GRAVEL 4" IN DIAMETER AND PLACED IN 6" MINIMUM LAYER AND DEEPER AS NOTED OVER 6 MIL VISQUEEN. 17. PROVIDE FERTILE, FRIABLE, NATURAL LOAM SURFACE REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN 1/2% BRUSH & OTHER UTTER. SOIL PARTICULATES NOT TO EXCEED 1/4- IN SIZE PRIOR TO SEEDING/ SODDING. 18. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL AL OF LANDSCAPE DESIGNER. 19. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 20. ALL DISTURBED LAWN AREAS SHALL BE SEEDED AS NOTED. LAWNS SHALL BE SEEDED WITH SEED MIX AS APPROVED BY LANDSCAPE DESIGNER. 21. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 29 OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE RESODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 22. STAKE TREES AS NECESSARY OR AS DIRECTED BY THE LANDSCAPE DESIGNER. CONTRACTOR SHALL REMOVE ALL WIRE AND STAKES WITHIN ONE YEAR AS PART OF THIS CONTRACT. 23. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO START DATE OF ANY PLANT LOCATIONS THAT CONFLICT WITH UTILITIES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SANITARY SEWER SETBACK REQUIREMENTS. LEGEND_ CANOPY TREE U UNDERSTORY TREE EVERGREEN TREE ,-10 f EVERGREEN TREE O DECIDUOUS SHRUBS 0 e i n g t o n Company 11c PO Box 1813 Noblesville, Indiana 46061 317.774.1726 Fax 317.774.8454 FOR: Plum Creek Partners LLC 11511 Lakeside Dr. Fishers, Indiana 46038 146th & Hazel Dell Office Park 146th & Hazel Dell Pkwy. Carmel, Indiana Fall Creek Twp. Hamilton County as as U C> N 3 I blo '.d EF N • These drawings and specifications are the property ert Y and copyright h t of the Designer and shall not be used on any other work except by written agreement with the Designer. Date January 10, 2007 Revisions No. LA29400017 SITE LANDSCAPE PLAN Sheet L100 Bc shown represent recommended positions.The' enginleer aridrorvarchitectJ must determine applicability of the layout to existing or future field conditions. This Ii hti at erg repres is illumination levels al lated rom laboratgr datq taken � i elf on role co aitio s In accordance w umina In E� Ir�eerin Soclet a pr gvea me o $. �c o� er rmonce , of an monu a urer s gu I y v8a7ion In ele tt t 1 t'f Ir m Yqr due to c rlcal v )ia to�erance In lams and other f varla�le led 9 coiditlo�is. THE INFORMATION CONTAINED WITHIN THIS DISK OR -_ ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER -' CORPORATION'S ELECTRONIC FILES. j- By accepting deliver of this Digital File, the receiver agrees to indemnify Y 9 g ify S:\3k\3462\008\dwgs\FromUghting\cbl6O7 r3.dwg and hold harmless The Schneider Corporation, their clients, officers, agents, j and employees from and against an damages, including but no limited Y � 9 Y 9� g t l m ited to reasonable attorneys fees, resulting from the use, distribution, change, or modification of the information contained within without the express written from The Schneider permission Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. SITE LIGHTING NOTES: 1. ALL POLES ARE 20' TALL MOUNTED ON PEDISTALS TO 2. LIGHT LEVELS ARE MAINTAINED WITH A .80 LIGHT LOSS E 3. E.C. SHALL VERIFY EXISTING POLE HEIGHT AND FIXTURE ASSUMED NORTH SCALE: 1 "= 30 ' MATCH EXISTING HEIGHT. BASES BY OTHERS. FACTOR AND CALCULATED AT GRADE. TYPE PRIOR TO ORDER — THEY ARE TO MATCH EXISTING — NO EXCEPTIONS. BEGA MODEL #8721 —MH W/ FLAT LENS! !! ! HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CBMC INC. 5855 KOPETSKY DRIVE SUITE G INDIANAPOLIS IN 46217 Tel, 317- 780 -8350 Fax, 317 -780 -8355 L16H11% LAY[JUT FUR 146TH &HAZEL DALE SITE LIGHTING SITE LIGHTING PLAN A S:\3k\3462\008\dwgs\FromUghting\cbl6O7 r3.dwg 01 -15 -07 BY:W,C.P, CB1607 -r3 inf 012clomcinc,com vi z 0 V) 5 w o` DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. I I V COPYRIGHTED BY THE SCHNEIDER CORP. (20061 S THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 01/16/07 PROJECT NO.: 3462.008 DRAWN BY: CHECKED BY: SHEET TITLE: SITE LIGHTING PLAN DRAWING FILES: S:\3k\3462\008\dwgs\FromUghting\cbl6O7 r3.dwg XREF. R: \3k \3462 \008 \dwgs \TRIe1.dwg SHEET NO.: �-4 CO co c+� cc W w w M DATE: 01/16/07 PROJECT NO.: 3462.008 DRAWN BY: CHECKED BY: SHEET TITLE: SITE LIGHTING PLAN DRAWING FILES: S:\3k\3462\008\dwgs\FromUghting\cbl6O7 r3.dwg XREF. R: \3k \3462 \008 \dwgs \TRIe1.dwg SHEET NO.: