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HomeMy WebLinkAbout06040007 Civil Construction Plans Rcv. 4/3/2006 DOCS3 0 SHEET No. C100 B101 ALTA ACSM LAND TITLE SURVEY C� SITE PLAN C102 D t SITE UTILITY PLAN C104 a Woodfield Drive o ippling Br kway 't C901 SPECIFICATIONS LANDSCAPING PLAN & DETAILS W odfield Dr oodf eld D Salem ve South M _ ay Deer Ri �C L v V eer a Drive Sou Warbler Way North Wintergreen Ln Avian Way Arapa o C Wa bier Wa o v G rfalc n PI *man TO v 3 Kickap I 0 a v Briarstone � t a Tr o`o�+ :2 Ivy Hill Dr C C ��0 0 ers ay ss C� �° ��c � v rn v v L 0 C 0 L 0 D 3 v _0 N m E 146 St 3 0 SHEET No. C100 B101 ALTA ACSM LAND TITLE SURVEY 3 L SITE PLAN C102 D 0 SITE UTILITY PLAN C104 a Woodfield Drive o ippling Br kway 't C901 SPECIFICATIONS LANDSCAPING PLAN & DETAILS W odfield Dr oodf eld D Salem ve South _ ay Deer Ri Drive v a eer a Drive Sou Warbler Way North Wintergreen Ln Avian Way Arapa o C Wa bier Wa o G rfalc n PI *man TO v 3 Kickap I 0 a v Briarstone � t a Tr o`o�+ :2 Ivy Hill Dr C ��0 0 ers ay ss C� �° ��c � 0 N. aFri) RE Ak yap NOT TO SCALE -1�- 1 E L% P MOT TO SCALE w EAST 146TH STREET ZONEM PUD ASPHALT WALK +DE E ZONED.- S -1 VS P. SCALE: 1 ° =60' -�- SEC. 22, T1 8N, R4E IN OFFICE � .� RIMM6 F% (COI—q- STRUCT101q�^ Am t _.: NZLA • �= E) IF= If E L E R no i .z Ll�rl L U vq R ER A 11911 LAKESIDE DRIVE FISHERS, INDIANA 46038 PH: 317- 696 -9595 FAX: 317 °844 °4678 CONTACT: TIMOTHY C. HULL, EMAIL: mrhull@aol.com INDEX TqC)= 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). Z�lqEkq(a The subject tract is PUD. REVISIONS: DATE: BY: DESCRIPTION: PROJECT ENGINEER: RLD CHECKED BY: ALF 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 Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTI E —MAIL ADDRESS: DATE CHECKED: 03/31/06 'BY: Robert L. Doster -P.E. rdoster ©schneidercorp.corrl 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 SCHNODER CORPORATION. (D 2006, The Schneider Corporation I�IE�NC�II� 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, doted 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) THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. DAR T D0 i%%` No.= PE19500260 - STATE Or j 1 INDI ��r�uttttulll;111�a�� DATE: j /o��� SHEET G OF 13 JOB No. 3462.006 FILE NAME: SA3k\3462\006\dwgs \C100.dwg DESCRIPTION COVER SHEET SHEET No. C100 B101 ALTA ACSM LAND TITLE SURVEY C101 SITE PLAN C102 SITE GRADING PLAN C103 SITE UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION DETAILS C801 —C802 C803 --C804 GENERAL DETAILS C901 SPECIFICATIONS LANDSCAPING PLAN & DETAILS LIGHTING PLAN AND DETAILS 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 Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTI E —MAIL ADDRESS: DATE CHECKED: 03/31/06 'BY: Robert L. Doster -P.E. rdoster ©schneidercorp.corrl 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 SCHNODER CORPORATION. (D 2006, The Schneider Corporation I�IE�NC�II� 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, doted 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) THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. DAR T D0 i%%` No.= PE19500260 - STATE Or j 1 INDI ��r�uttttulll;111�a�� DATE: j /o��� SHEET G OF 13 JOB No. 3462.006 FILE NAME: SA3k\3462\006\dwgs \C100.dwg Surveyor's Report 1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 "), the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in reference monumentation; in record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement ( "Theoretical Uncertainty "). There may be unwritten rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. There may be differences of deed dimensions versus measured dimensions along the boundary lines shown hereon and, likewise, there may be found survey markers near, but not precisely at, some boundary corners. In cases where the magnitude of these differences are less than the Theoretical Uncertainty stated below, less than the Positional Tolerance (stated in the certification in the case of an ALTA /ACSM Land Title Survey), and less than the uncertainty identified for the reference monumentation (discussed below), the differences may be considered insignificant and are shown only for purposes of mathematical closure. Such differences that are renter than the Theoretical Uncertainty, Positional Tolerance and the uncertainty in reference monumentation should be considered worthy of notice and are therefore discussed further below. This survey and report are based in part upon opinions formed in accordance with on Indiana Land Surveyor's responsibility to conduct a survey in accordance with "law or a precedent" (865 IAC 1 -12- 11(5), Rules of the Indiana State Board of Registration for Land Surveyors). Since Indiana has no statutes addressing how to resolve boundary lines, a solution based on principles derived from common law precedent must be relied upon as the basis for a boundary resolution. Unless otherwise noted or depicted hereon, there is no evidence of occupation along the perimeter lines of the subject tract. All survey monuments set or found this survey are flush with existing grade unless otherwise noted. The Theoretical Uncertainty (due to random errors in measurement) of the corners of the subject tract established this survey is within the specifications for a Class C Survey (0.50 feet) as defined in IAC 865. This is a retracement survey on Parcel 2 in the Riverview Medical Park as recorded as Instrument #200300088086, Plat Cabinet 3, Slide 242 in the Office of the Recorder in Hamilton County, Indiana. The horizontal control on which this survey is based on previous surveys performed (and the platting process) by The Schneider Corporation, Job number 3462.001, dated September 6th 2000, and Job number 3462.003, dated July 11, 2005, and boundary corners set on the above mentioned surveys were found and verified and replaced where needed. There is, in my opinion, negligible amount of uncertainty associated with the location of these corners. The lines and corners of the subject tract were located hereon based on the record plat as contained in the record description for the subject tract. There are no deed gaps or overlaps with ad joiners along the perimeter lines of the subject tract based on controlling calls contained in record land descriptions. A 4 foot tall woven wire fence along the south side of the subject tract lies as near as 0.8 feet south of the line. The asphalt drives lie on the subject parcel and within the platted Ingress /Egress Easement. 2. 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 18057C 0227 F the Flood Insurance Rate Maps for Hamilton County, Indiana (maps dated February 19, 2003). 3. Ownership information indicated hereon is as identified in County or Township records or on title work provided by others. 4. The subject tract is zoned PUD per the Comprehensive Zoning Maps for Marion County, Indiana. The setback requirements for PUD zoning can be variable, transitional and subject to legal interpretation, therefore, setback lines are not depicted hereon. 5. The within plat and survey were prepared without benefit of current evidence of source of title for the subject tract or ad joiners and are therefore subject to any statement of facts revealed by examination of such documents. Certificate of Survey ALTA/'ACSM Land Title Survey To: Plum Creek Partners, LLC This is to certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes Items 1 -4, 6, 7(a), 8 -10 and 11(a) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Indiana, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. To the best of my knowledge and belief the within plat also represents a survey made under my supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code. The field work for this survey was performed on February 10, 2006. The topographic data was gathered using standard radial surveying techniques with an Electronic total station and data collector and /or using Global Positioning (GPS). Elevations on hard surfaces or structures are accurate to within 0.05 feet, elevations on natural surfaces are accurate to within 0.1 feet. Contours are plotted based upon interpolation of spot elevations shown hereon and are accurate to generally within one half contour interval. The user of this topographic survey is cautioned to consider that all natural surfaces are subject to vertical movement due to the effects of environmental and mechanical factors on soil properties. The spot elevations and the interpolated contour lines depicted hereon are representative of the surface of the site on the date(s) the field survey was performed. Changes in surface elevations varying up to 0.5 feet after the date of the survey may be possible without any obvious visible indications. Therefore, it is recommended that the surface elevations of this site be verified prior to construction and that any significant discrepancies be reported to the engineer for evaluation. The surveyor is not responsible for estimating or accounting for any vertical variances caused by such environmental or mechanical influences. Bryan F. Catlin ^~ Registered Land Surveyor #910012 ***date * ** Land Description 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. Benchmark PROJECT NO.: 3/22/06 3462.006. VIC INITY MAP CHECKED BY: TBM # 145 Benchmark used in prior surveys pert ,)rmea by The Schneider Corporation under Job #3462.002, taken from Utilities Gas Electric Cinergy (PSI) Utility Hotline: within Indiana 1 -800- 382 -5544 y r o h v SHEET NO.: Sailer ' Rd � �. survey performed by ACE American Consulting, Inc., Job #20000342, dated May 26, 2000, described as Indiana Gas Company 1441 S. Gilford Note ive sou a a follows: "Chiseled Square on West side of traffic peaestal pad on southeast quadrant 146th Street & Hazel Dell 15900 Allisonville Road Noblesville, Indiana 46060 317 776 -5534 (Don { ) Purdue) ) Carmel, Indiana 46032 317 581 -3027 Mariea Coonce ) ( } The nature, size and location of utilities are per plans locations iv warbler way een Ln Avran way qorth Parkwa , Elevation = 790.63 (NGVD 1929 � } Sanitary Sewer and r vi provided ded by the respective utility companies. The above list constitutes some, if not all, Arapa o C co Water Clay Township Regional Waste District of the utility companies which may provide service in wa Ier wa o ost T8M #1 » >► Carmel Utility Deportment One Civic Square 10755 North College Avenue Cannel, Indiana 46032 the area of, and adjacent to, the subject project, based upon the information available through such P 9 a rfalc n PI a man Trl v I _ Ilti - Cut X in the southeast flange bolt of a file hydrant along the south side of 146th Street at the middle Carmel, Indiana 46032 317 844 -9200 ( ) plans and locations, and any incidental visual Kickap 1 of the north side of the subject tract. (317) 571 -2442 inspection. All utility companies should be notified P Y P �° 4 ELEV. = 787.9 (NGVD 1929) Storm Sewer prior to any excavation for field location of services �, �a m -2 - Telephone p City of Carmel and verification of size and nature of services. o'o ,�c0 N I Hill r Ivy -- TBM 2 # Ameritech 220 North Meridian Street City Hall, 1 Civic Square Carmel, Indiana 46032 �o� o at = ers h L L Cut square on the back of the concrete curb, west of a curb inlet, along the north side of the drive q g Indianapolis, Indiana 46204 (317) 571 -2441 v o_ o _ crossing the south side of the subject tract, at the southwest corner of the subject tract. 265 -4878 or 1 -800 -382 -5544 0 e - ELEV. = 784.10 (NGVD 1929) Cable Television Streets 3 L ST 1014 Time Warner Cable 516 E. Carmel Drive Cannel, Indiana 46032 City of ,Carmel City He I, 1 Civic Square o 46� 3 -0 o o is Fa _ r (317)848 -4726 (Jason Kirkman) Carmel, Indiana 46032 v, a> I I (317) 571 -2441 co Plu b re _, O o ST 1 QY2 I S G PARCEL 3 RIVERVIEW MEDICAL PARK INST. #2003- 88086, P.C. 3�/WDE 2, X a� ST 1329 40 ST 1374 .�. . 784 1� D00 753-- ��`�-- ---- -- x $„ REBAR W /CAP STAMPED "BENCHMARK LAND SERVICES" FOUND 0.3' E. & 0.5' N. OF CORNER 0 N . OCO 1 x ,80 1� X \\ - 13 21 " RCP X10 INV. = 775.01 EAST 146TH STREET N. LINE NW)/4, SEC. 22, T.18N., R.4E. 1� ;�1% � r c Carrington Cir J T ST 1055 Sandalw ASSUMED NORTH M SCAL '1 E 1. -- 3 0 '0 m E-61 - m 30 a 15 3Q 60 a. _ Saint Arm an Scale: 1 2000' o, ►� 1 1 1� -�° 1��'• 1� ,0 (D) = DEED BEARING OR DISTANCE (R) = RECORD BEARING OR DISTANCE % 4c,. �'c,.�- �ti. ,�� ;�. ,�� ,��` ,� ��.'�01�'`•1 �o�o� O� (Ms - MEASURED BEARING OR DISTANCE ST 1052 �`�'' '� '� � 1 �/� 1� �� 1 �'` 1 �'` �,'` 1� �'�- _ (P} PLAT ANGLE OR DISTANCE kK zz ST 1056 '� �LST#1 04 � `;�� '�• � --o- --C) - STORM STRUCTURE TABLE SANITARY STRUCTURE TABLE -1 X CONCRETE �� �`1�• �I. X APR CH STORM MANHOLE (ST #1011 } SANITARY MANHOLE (SS #1467) oo �� �� r��. �^,`� TC = 788.77 TC , 81.42 �- �• ST 1121 �d INV. = 783.47 (15" RCP) E INV. = 773.52 (8" PVC) 0 � E IN 4 = 7 83-21 (15" RCP) %� �`'� �'`' �'►�`ti x �� SANITARY MANHOLE (SS'1665 X11\ 1� STORM CURB INLET ST 1012 # ) _ _ ( # ) TC = 781.27 -x-- TC = 788.49 - " o T MAG NAIL W /WASHER STAMPED W INV. = 773.47 t8 PVC) ❑U ��►�. 12 RCP o o �� "SCHNEIDER INV. = 783.84 (15 RCP} " 0 1 o SCHNEIDER ENG FIRM #0001 SET N INV = 775.37 (6 PVC) X V. 778.06 �'� "t ^� S INV. = 783.84 (15„ RCP) " T_ E INV. _ 773.62 (6 PVC) > o• \ ____ S INV. - 773.47 10" PVC 1 1 STORM CURB INLET (S1#1034) ( ) Q ST 1879 TC = 788.31 S INV. = 784.51 (15" • RCP) SANITARY MANHOLE kSS #1667) 10�. �1 ��� �O TC= 778.68 00'`x' _ �_ ''� Z 1�� �- `' STORM MANHOLE (ST #1048) (MANHOLE BOLTED -- INACCESSIBLE) ` 1 o ti TC = 783.82 -� --- - „ SANITARY MANHOLE (SS #1700) W iNV. = 779.17 (15 RCP) TC_780.40 ,��� N INV. = 779.17 (12" RCP) INV . . = 779.06 RCP N INV. = 773.05 10 PVC 1� 1� 1� �'�• ASPHALT t („ ) GfAVEL X `�� ff' (15" ) S INV. = 775.10 (6 STEEL) o�� IN off' STORM CURB INLET (ST #1052 K S INV. = 775.10 (6 STEEL) 1 1 �� `L`° �°' TC = 783.54 �o� 1� �� �6 �o �o ��O N INV. = 779.47 12" RCP) SANITARY LIFT STATION (SS #1701) � o• �O' ( TC= 780.45 „ S INV. = 779.42 (12 RCP) " 601- 1 STOP SIGN N INV. 775.20 (6 STEEL) X ,� °� STORM CURB INLET (ST #1055) N INV. 775.15 (6" „ STEEL) I x x S INV = TC - 783.73 175.20 (5 STEEL) S INV. = 779.78 (12" RCP) I STOF•M MANHOLE ST 1056 ( # ) x TC ' = 781.84 X ►�'� o`' 0,'S p W INV. = 776.61 (15" RCP) �� 1��• 10'5 o N INV. = 776.56 (12" RCP of ST 1601 E ENV. = 775.96 (24 RCP) ST 1 3 100 K, S IN\f = 776.99 (12" RCP) CD STORM MANHOLE ST 1121 TC = 781.99 Q �o W INV. = 777.69 12" RCP i 1 = O x ( } N INV. = 777.69 (12 RCPT rnl M o°� �O o �1 STORM INLET (ST #1225) N �� 1� ��o• ASPHALT �; = 787.53 1\00 x `��' W W INV. = 782.23 (12" CPP) o= X ^� z � '� � S INV. = 782.23 12„ PP �� o ,O��oo ��o' ( c U ��� �. x STORM INLET (ST #1329) Cn 0,0 .��p �'�` - PARCEL 1 TC = 783.69 Cl- ��o• RIVERVIEW MEDICAL PARK _ S INV. - 780.34 (18 CPP) INST. #2003- 88086, P.C. 3, SLIDE 242 E INV. = 780.34 (18 CPP) x CONCRETE STORM INLET ST 1346 1 .� ,�� C, TC = 786.84 LLJ ,,� o� 1� °• 1�1�0�� �110`6� W INV. = 781.29 (12" CPP) � '0\ 00 �tK 0 1� �� N INV. = 781.29 (12" CPP) 10� ~X 1�� ESTOP" SIGN 1�h S INV. = 784.79 (18p CPP) o => ��•,��, �o� STORM INLET (ST #1359) TC = 783.61 �„ W 1� 1�0• W INV. = 780.38 (18" CPP) 20 ' n% l x co N INV. = 780.46 18" CPP 0 Lo w 1Co, �'�• S I ORM CURB INLET (ST #1373) CONCRE WALK TC = .784.09 W INV. = 779.19 (18" RCP) O°c �'��' �►�� - -'S- E_ INV. 779.10 (18" RCP) 1 � ,�''o `�� o ��• � ',�°' X0 X X 1� o� 1 o°� 1� STORM CURB iNL (ST #1374) TC = 784.00 1 l NW INV. -- 779.75 02" RCP) I 17.5' 17. (n NE INV. = 779.90 (18„ CPP) - I r - T- - O . O o�� �O SS 1657 E INV. = 779.65 (18" RCP) �� 110' - �. _ _. - .�...� --- (/��\ SS 1467 STORM CURB INLET (ST #1420) oo'� `i C 780.19 N INV. = 776.72 (12" RCP) o / SE INV. = 776.84 (12" RCP) 1 O 1�°� STORM CURB INLET (ST #1430) ASPHALT TC = 780.38 .o� 10' o� x - W INV. - 776.23 (18" RCP) (b NV's INV. = 776.33 12 RCP ,��'�' 1� O� X10 o i 1 •��• E INV. = 770.16 (18" RCP) X S INV. = 776.51 (12" RCP) -� 1 x 0RM CURB INLET (ST #1443) ST#l430 --- ST 1878 TC = 779.45 ACK�o* p. ����o• -S: `L1 0� 1 E INV. = 774.25 (24 RCP) I o �� .� oo o. ASPHALT '��•� W INV. = 773.85 (18" RCP) 1420 1 '� °'' o STORM CURB INLET ST ( #1601 ) O o� TC = 779.57 8 °•`0O o 1 moo• �. W INV. = 773.59 (18" RCP) 'STOP" SIGN �, '� ,�o �: '�°'�O�` �o,�o� NE INV. = 773.59 (12„ RCP) ' 1� r0 '� '� '� S INV. = 773.45 (18 RCP) 0 783 x ,� off, ,��, �o• O ,�10• s� ��� ►� 1 STORM CURB INLET (ST #1613) ��• .�`? �� F�1 X , o,�? TC = 779.58 LANDS 1 W INV. = 773.75 (18" RCP) ST 1686 m 3 E INV. = 773.71 (18" RCP) �^ N1, X STORM CURB IN! ET (ST #1686) %„ REBAR W /CAP STAMPED TC = 780.25 e "SCHNEIDER ENG FIRM #0001" FOUND NW INV. = 777.15 (12" RCP) -776- 75 _ hg STORM MANHOLE (ST #1761) 0 773 00 772 -- -`� TC = 780.92 0 0 °00 00� N INV. = 772.77 (18 n RCP) IN 1 t -- �� E INV. = 772.67 (18" RCP) -- - �� x-• 775 'S• � 774 �0. -- A,\x� x X'\ STORM INLET (ST #1878) TC = 777.36 �1 W INV. - 773.66 (18 RCP) E INV. = 773.51 (18" RCP) STORM MANHOLE (ST #1879) TC = 781.11 SW INV. = 777.41 (12„ RCP) L. F." C; E:NED I INLET OR CATCH BASIN SEWER MANHOLE ® TELEPHONE MANHOLE a ACCESS COVER O TRAFFIC MANHOLE O WATER MANHOLE 0 MANHOLE ocoCLEANOUT x AREA LIGHT UTILITY POLE WiTH GUY WIRE UTILITY POLE WiTH RISER FLAG POLE TRAFFIC POLE ❑u UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMER Cu CONDITIONING UNIT -� UTILITY VALVE ""Cf HYDRANT O WELL -"- WATER VALVE Ow WATER METER ! -><- GAS VALVE OG GAS METER -�- - V SIGNS LEI 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 FLOW LI N E � . . 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: PROJECT NO.: 3/22/06 3462.006. DRAWN BY: CHECKED BY: JKR CRV REVISIONS: DRAWING FILES: S: \3k \3462 \006 \dwgs \3462006sdwg SHEET NO.: of 1 co C) co z �w II cm o ca Cd a� LO co ~ � U � a= CD L � Q M � o U O w Q- V DATE: PROJECT NO.: 3/22/06 3462.006. DRAWN BY: CHECKED BY: JKR CRV REVISIONS: DRAWING FILES: S: \3k \3462 \006 \dwgs \3462006sdwg SHEET NO.: of 1 1 _/_� Parcel 2 in Riverview Medical Park the plat of which is recorded Gs Instrument Number 2003 - 88086, Plat Cabinet 3, Slide 242, in the Office of the Recorder of Hamilton County, Indiana. SUMMARY TABLE ZONING ON PARCEL: = PUD PROPOSED BUILDING.- = 9,520 S.F. REQUIRED PARKING: 1 SPACE /300 S.F. NET BUILDING AREA: 32 P.S. PROVIDED PARKING: STANDARD PARKING SPACE: 55 P.S. HANDICAP PARKING SPACE: 3 P.S. TOTAL PARKING SPACES PROVIDED: 58 P.S. �IF is 1 11 !film 112001,4111,11 i 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 ir, any way. 30 0 15 30 6Q GRAP HIC SCALE ? 1 = 30 °aa 000+ ° �---- ooa� d00 000 000 coo 000 o0o cb flr�o 7 000 000 000 000 F_� ASSUMED NORTH SCALE: 1 "= 30 MINIM HOLEY MOLEY SAYS tt D0ftNq'T DOG BLIND° "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-55� CALL TOLL FREE PER INDIANA STATE LAW IS--69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE 'PNO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE 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 P,ESPONSIBIL ;TY 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, OMiSS'ONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATION`' AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION AC IIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLE O.S.H.A. STANDARDS FOR WORKER SAFE T Y. 7. AL. DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 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 SET, EEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACE BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS, 10%, 1Ld�JEE7�J�ID Existing Utility Pole Existing Trees X x Existing Fence 4 X803 /'6 7 � C803 6803 6 11 14 W3 C803 C803 Qc Haridi:;ap Parking Sign 11 111 � 2 C803 C803 Screen Wall for Mechanical Equipment (See Architectural Plans for Details) (D Light duty Pavement K05 (a) C803 Pavement Striping Q# Heavy Duty Pavement Q Concrete Pavement A 6" Straight Curb e Landscape Area c Curb A Walk D Walk E Handicap Ramp F Concrete Dumpster Pad (REFER TO A►RCHlTECTtlRAI. PLAN} 4 X803 /'6 7 � C803 6803 6 11 14 W3 C803 C803 Qc Haridi:;ap Parking Sign 11 111 � 2 C803 C803 Screen Wall for Mechanical Equipment (See Architectural Plans for Details) (D Light duty Pavement K05 (a) C803 Pavement Striping Q# �`x20' Parking Spaces — 55 Q 8'X20' Perking Spaces — 2 DRAWN BY: (A 4.A. REQUIREA4ENT5) Q 9'X20' Parking Spaces — 1 SHEET TITLE: (r,.D.A RcQUIRQAENTS) DRAWNG FILES: \3k \346 2 \006 \dwgs \C101.dwg Toga! Parking Spaces — 58 T D 40 0 % No. -: PE1 9500260 I STATE OF ZONAL \o, O �s�jIIl11I1 t 111 {{ {I11��`� / DATE: 6` -3vl� 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 GIS *LIS Home Builder Services Interior design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: SITE PLAN DRAWNG FILES: \3k \346 2 \006 \dwgs \C101.dwg REF: S: \3k \3462 \006 \dwgs \006BS.dwg CD cfl REF: S: \3k \3462 \003 \dwgs \civil \003bs.dwg co co SHEET NO.: Q � Z � w w EZI CIO w x � v� CIO Q0 Cn N CC w DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: SITE PLAN DRAWNG FILES: \3k \346 2 \006 \dwgs \C101.dwg REF: S: \3k \3462 \006 \dwgs \006BS.dwg REF: S: \3k \3462 \006 \dwgs \Title1.dwg REF: S: \3k \3462 \003 \dwgs \civil \003bs.dwg REF: S: \3k \3462 \006 \dwgs \3462006s.dwg SHEET NO.: Existing Storm Sewer ,i�� BJ5 ----- New Storm Structure y, a35�A Subsurface Drain (SSD) -�--- _ — n Existing Sanitary Sewer 000.00 -_ New Sanitary Sewer ooa.00 rc (Laterals are shown for reference only) 000.00 GUT x �o\ / 1 0 - - �_J - I U " U I 1 _- c - x x 0 0 C6 �-- -785 —' x x1 �� G 0 1 1 %� 1� ,,\cb1 1� ILIEC�uIEE��f� Existing Contour Existing Elevation Proposed Contour Proposed Finish Grades Proposed Finish GrQdes (TC =Top of Casting; GUT = Gutter) C� ' \� nooc / 000 Swale Flowline Flow Arrow Utility &Drainage Esmt. -- w -- Existing Water Main 'Zf Existing Fire Hydrant �� `V � ' .,G,? pro � Existing Water Valve Existing Utility Pole Existing Trees _X -- Existing Fence 1 � 'Ib � 0 x� T —o g x x 1 x x % o� L `' x � x A�' 7S1 ,,mo \o• � °. � � C, °�ti �o,� x 3 1 r00 r 778 t..i rr- 777 � � 776 r ° 773 �, 'S � Aan 772_____1 000 - 000 o0ca�� 1 1 7 75 1� • 774_.. 0 /"� 0 A\ DBCUMaFOR ThE L OF DUTAL 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. 30 0 15 30 60 GRAPHIC SCALE 1 "= 30' i ASSUMED. NORTH SCALE: 1"=30 ' I E B I E - 7-1 N��" H q a °17'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382-55 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 'FORK. ORIGINATING TTB --2(1 396) 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, takari 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 Y 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) 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 S'.IALL 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 OF CARMEL, 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 APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR S[• ALL HIMMIZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD 11LE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNE_R AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MA /XIMUM DRY DENSITY (ASTM D- 1557). 9. ALL A.D.A PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2/1o) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). NOTE: See erosion control sequence on sheet C801 for pre — construction through post— construction requirements. TOPSOIL NOTE ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF 6 INCHES OR AS OTHERWISE INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE OF BEING USED ON —SITE MAY BE STOCKPILED ON —SITE IN LOCATION DESIGNATED 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 PILE COMPLETION. 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 LNG ADDITIONAL COST TO THE OWNER. 0 w o DER T D 0 s 000� *-el' No. _ PE1 9500260 STATE OF /ONAk �� ;00 --� DATE: �` THIS DRAWING AND THE I EAS, ESIGNS 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. (LO 06) 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: PROJECT NO 03/31/06 3462.006 DRAM BY: CHECKED BY: RJS ALF SHEET TITLE: . GRADING PLAN DRAWING FILES: \31c \3482 \006 \dwgs \C11D2.dw9 REF: S: \3!c \3462 \006 \dwgs \006BS.dwg M o REF: S: \3k \3462 \006 \dwgs \3462006s.dwg co co o co � � Q z � z � wEn x � � w w � w E 4 CQ a w x cc LO M w DATE: PROJECT NO 03/31/06 3462.006 DRAM BY: CHECKED BY: RJS ALF SHEET TITLE: . GRADING PLAN DRAWING FILES: \31c \3482 \006 \dwgs \C11D2.dw9 REF: S: \3!c \3462 \006 \dwgs \006BS.dwg REF: S: \3k \3462\006\dwgs\Title1.dwg REF: S: \3k \3462 \006 \dwgs \3462006s.dwg SHEET NO.: 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. 000 pOq ---000 OQO 000 bpp lei 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. DL9CLAWER FOR TFE USE OF UOrAL R 8 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, =- 6. CONTRACTOR TO CONTACT VECTRON ENERGY DELIVERY FOR 7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED an damages. including but not limited } GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR and employees from and against y g ng i �a Y BE COORDINATED WITH GAS COMPANY (776-5534). WORKER SAFETY. reasonable attorneys fees, resulting from the use, distribution, change or=_ modification of the information contained within without the express written =EY' 8. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS permission from The Schneider Corporation. OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS PROJECT. 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. 30 0 15 30 60 GRAPHIC SCALE ASSUMED NORTH 1 "= 30' 3� � -� SCALE: 1 = 30 ll lilMlll _ IMlrl N <�> 5/8" REBAR W /YELLOW CAP' 000 coo (MARKE D00 S �— DRAINAGE SWALE VV (110 Storm Sewer 5� ! E � City of Carmel (MARKED SCHNEIDER FIRM 0001) One Civic Square UND Carmel, Indiana 46032 (317) 571 -2441 -� SPI L 1, Streets �. _.. G __ _ --� G__- _ City of Carmel G03 ;' V One Civic Square - _ Carmel, Indiana 46032 . (317) 571 -2441 VY -7 FUTURE b' ❑ -- T - __ [ U - -- T T T T 7 rt -- — — — — — - - 630 32 LF OF 2 G G TiLITY EASEM i' I i 42 Lf RrP. - � Y F r 1T 614 ? LF OF 18" RCP @ 1.76 R0 O' U Lr' F� RCP C} 1.02% 94 LP 20' UTILITY EASFM ENT RCp 000 000 000 400 '15' BUFFER YARD bOo1�`_ _ coo --000 "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. ll J/IfIW . IlilYl' c �> l�Jf�l � 1 . Indiana Underground Utility Location Service (1 -800- 382 -5544) was contacted for marking of utilities Water Sanitary Sewer Gas Carmel Utility Department Clay Township Regional Waste District Indiana Gas Company One Civic Square 10755 North College Avenue 15900 Allisonville Road Carmel, Indiana 46032 Carmel, Indiana 46032 Noblesville, Indiana 46061 (317) 571 - 2442 (317) 844 -9200 (317) 776 -5534 (Don Purdue) Telephone Cable Electric Ameritech Time Warner Cable Cinergy (PSI) 220 North Meridian Street 516 East Carmel Drive 1441 S. Gilford Indianapolis. Indiana 46204 Carmel, Indiona 46032 Carmel, Indiana 46032 (317) 265 -4878 (31-7) 848 -47226 (Jason Kirkman) (317) 581 -3027 (Mariea Coonce) Utility Hotline: within Indiana 1 -800 -- -382 -5544 outside Indiana 1- 800 -428 -5200 Note: The nature, size and location of utilities ire 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. i <•�iloni 110. i CASTING SMt-T(_: U :... � uistinq Storm Sewer CHECKED BY: New Storm Sewer ALF New Sanitary Sewer UTILITY PLAN (Latmis are shown for reference only) ° C.O. Scnitary Serer clean —out D 01 ? Subsurface Drain (sm) o� Storm Structure Number Q Sanitary Structure Number — — — — Utility &Drainage Esmt, Building Setback Line 1l (in W w — •J W i � 2'x2' R -3472 604 603 80 15 0.30 781,40 780.80 777.50 777,26 2`x2' R-3472 603 602 180 15 1.00 780.80 780.75 777.26 775.46 48" Di a. R -3010 602 601 5- 18 0,50 780.75 781.00 7 75.26 774.97 48" Dia. R -1077A Solid Lid 601 Esc 1443 12 Ex 18 0.74 781.00 rn 774.34 774.25 ��R T D ... G\ S" No.a PE19500260 STATE OF ONAL DATE:`] o L[REPRODUCED, HIS DRAV'lING AND THE EAS DESIGNS AND CEPTS CONTAINED HEREIN ARE THE EXCLUSIVE TELLECTUAL PROPERTY OF THE SCHNEIDER RPORATION, AND ARE NOT TO BE USED OR IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2006) 5chnei•'er THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, - i a lis 1N 4 6 P 621 1037 Telephone: 317. 826.7100 P o e 31 826 100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: existing Sanitary Sewer � uistinq Storm Sewer CHECKED BY: New Storm Sewer ALF New Sanitary Sewer UTILITY PLAN (Latmis are shown for reference only) ° C.O. Scnitary Serer clean —out — — — — - — — — — — Subsurface Drain (sm) o� Storm Structure Number Q Sanitary Structure Number — — — — Utility &Drainage Esmt, Building Setback Line m Existing Water Main W w — New Wafer Main � Existing Fire Hydrant � New Fire Hydrant � Existh,lg Water Valve � No.-.w Hater Valve �o----- Existing Fiberoptic Line --- � Existing Gas Main E Existing Electric Line T Existing Telephone Line G New "Gas Main E New Electric Line T New Telephone Line � Existina Utility Pole Existing Trees ��R T D ... G\ S" No.a PE19500260 STATE OF ONAL DATE:`] o L[REPRODUCED, HIS DRAV'lING AND THE EAS DESIGNS AND CEPTS CONTAINED HEREIN ARE THE EXCLUSIVE TELLECTUAL PROPERTY OF THE SCHNEIDER RPORATION, AND ARE NOT TO BE USED OR IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2006) 5chnei•'er THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, - i a lis 1N 4 6 P 621 1037 Telephone: 317. 826.7100 P o e 31 826 100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: UTILITY PLAN DRAWING FILES: : \31<\3462 \006 \dwgs\ l03_dwg REF: S: \3k \3462 \006 \dwgs \006BS.dwg � REF: S: \3k \3462 \006 \dwgs \Title1.dwg cc o REF: S: \3k \3462 \002 \dwgs \3462002t.dwg REF: S: \3k \3462 \001 \dwgs \3462001 LT.DWG SH EET N 0.: � z w w CZ-4 � w Como) r� F-�W E � Q a� W cc LO rn DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: UTILITY PLAN DRAWING FILES: : \31<\3462 \006 \dwgs\ l03_dwg REF: S: \3k \3462 \006 \dwgs \006BS.dwg REF: S: \3k \3462 \003 \dwgs \3462003L.DWG REF: S: \3k \3462 \006 \dwgs \Title1.dwg REF: S: \3k \3462 \003 \dwgs \civil \003bs.dwg REF: S: \3k \3462 \002 \dwgs \3462002t.dwg REF: S: \3k \3462 \001 \dwgs \3462001 LT.DWG SH EET N 0.: i i i l . I %-Cur I�1 N11WJ F 7*.* 1 TEMPORARY SEEDING ................ .............. * ................ ............... ................ PERMANENT SEEDING ............... ....... .... ........... ---------- SOD OR EROSION CONTROL BLANKET TEMPORARY CONSTRUCTION ENTRANCE OROINLET PROTEC11ON SEE SHEET C FOR DETAILS SILT FENCE SEE SHEET C801 FOR DETAILS 0 0 0 71 CONSTRUC110N LIMITS n(611r" ' o 'J PERSON s RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES 1\1i�� f i 000 T._._ -- o0 000 rn 7Z- - 784- -� CONTACT: Tim Hull Plum Creek Partners, LLC 11911. Lakeside Drive Fishers, IN 46038 317 - 696 -9595 . eA---.O,, i RbTECTION nPreu NOTE: 1. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING AREAS. 2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 3. THERE SHALL BE NO STORAGE OF DIRT, DEBRIS, OR STORAGE MATERIAL IN THE STREET. --0 11fi- 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. #3= r 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 I way. 30 0 15 30 60 A NORTH _ _- ; - _ r - SCALE. 1'= 30 GRAPHIC SCALE 1" =30' ASPHALT WALK _r- ................. uv � � 779 778 _ ---- -- 777 775 776- - r °OO l o °° 0001, o ° 000 0 0 000 000 773 000 000 172~ 00 0 $-_ `--776 775 774 7B� HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT 7S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1=800 - 382 --5544 CALL TOLL FREE PER INDIANA STATE LA' IS--69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. DEVELOPMENT NOTES 1. The Contractor, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on site. 2. Contractor shall install and maintain a stable construction site access. 3. Contractor shall install and maintain perimeter soil erosion fence and sediment control measures prior to land disturbance. 4. Contractor shall be responsible for minimizing sediment discharge and tracking from the site throughout the land disturbing activities until permanent stabilization has been achieved. 5. Contractor shall clean up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statues and rules. 6. Adjacent lots disturbed by contractor must be repaired and stabilized with temporary or permanent surface stabilization. GENERAL NOTES 1. This plan-- shall serve as a guideline for storm water quality. Additional requirements may be ma. -le in the field if provisions shown prove inadequate in preventing soil erosion and /or storm water pollution. 2. See erosion control sequence on sheet C801 for pre - construction through post- cionstruction requirements. 3. Spill prevention and clean up measures shall be implemented for the storage and handling of materials, such as fuels or hazardous wastes, to minimize the potential for pollutants to contaminate surface or ground water or degrade soil quality. 4. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements of the State of Indiana laws governing reporting, containment, and response to spills of hazardous and/or objectionable materials. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materiai:�, including garbage, debris, cleaning wastes, wastewater, concrete- truck washout, and other substances from being carried from a project site by run -off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. r dstes and unused building materials shall be managed and disposed of in accordance with all applicable statues and regulations. 6. Pubic or private roadways shall be kept cleared of accumulated sediment that is a result of run -off or tracking. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment shall be redistributed or disposed of in a manner that is in accordance with all appli,.able statues and regulations. 7. Lund alterations which strip the land of vegetation, including regrading, shall be done in a way that will minimize erosion. Whenever feasible, natural vegetation shall be retained and protected. 8. As grading is done, install silt traps, silt fences, slope drains, temporary diversions and other runoff control measures at appropriate locations to keep sediment contained on site. 9. All disturbed areas shall be seeded and straw mulched as shown on the plans immediately after completion of ground activity. For larger projects, this seeding should be completed in phases as the different areas of the site are completed. 10. The duration of time which an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbed areas shall be temporarily seeded or mulched. 11. Permanent and final vegetation or structural erosion control devices shall be installed as soon as practical under the circumstances. 12. All storm sewer inlet protection devices shall be put in place at the time each inlet is co,istructed. 13. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets and storm sewers will not longer occur. 14. Vegetated areas with a density of less than seventy percent (707.) shall be re- stabilized using appropriate methods to minimize the erosion potential. 15. Final stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70%0) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 16. Once onsite erosion and siltation of the streets and storm sewers will no longer occur, the contractor shall remove and dispose of the temporary erosion control devices. 17. Silt fence is required around all soil stockpiles. 18. If wells or septic systems are found on site, abandon according to local, county, and state regulations. 19. During the period of construction activities, all storm water quality measures necessary �o meet the requirements of this rule shall be maintained in working order. 20. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event, but not less than once a week. 21. The written evaluation reports must address maintenance of storm water quality measures, problems identified at the project site and corrective actions recommended and completed to ensure compliance. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. -WARNING THIS SHEET TO BE USED FOR STORMW'AiEi R POLLUTION PREVENTION PURPOSES ONLY. FOR ANY 03l-!ER INFQRM.A11I06V SEE SHEET C102 & C103 SEE SHEET C801-C802 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS &NOTES ,s��� > >t����iiT�rlu�l����� '�``` RT D 0///, .� Q� � ��% �- o No. � . PE1 95002 STATE OF J ^ Cv /SDI A` P /Q N A t 1IT111111i11ti111 ��`` \1 � DATE: O THIS DRAWING AND ZaDd/DESI NS 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.schneider.--orp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY. CHECKED BY: RJS ALF SH EET TI TLE: STORM 1VATER POLLUTION PROTECTION PLAN DRAWING FILES: \3k \3462 \006 \dwg s \G104. dwg c,,, co cc�o o co REF: S: \3k\3462\003\dwg s\civil \PAR C 1 bs.dwg �:D SHEET NO.: 4 _Tq w vs x W w� w E :2i � W co DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY. CHECKED BY: RJS ALF SH EET TI TLE: STORM 1VATER POLLUTION PROTECTION PLAN DRAWING FILES: \3k \3462 \006 \dwg s \G104. dwg REF: S: \3k \3462 \006 \dwgs \006BS.dwg .REF: S: \3k \3462 \006 \dwgs \Title1.dwg REF: S: \3k \3462 \003 \dwgs \civil \003bs.dwg REF: S: \3k\3462\003\dwg s\civil \PAR C 1 bs.dwg REF: S: \3k \3462 \006 \dwgs \3462006s.dwg SHEET NO.: 4 Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: R The main soil features that adversely affect engineering uses of this soil are a seasonal high water I 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. SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12'" COMPACTED EMBANKMENT NOT TO SCALD 12" MIN GROUND SURFACE L f MATERIAL TYP. �-�3:1 OR FLATTER 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. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE 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) 3.25' (NEW OR EXISTING) - ' 3.25' S�QoE I I 1 1 �qx 3,• 1 I S40pE I � S -75 EROSION CONTROL SEEDED AND t I I I I- I i BLANKET AS MANU. BY STRAW MULCHED --I NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL SCALE: NONE 3 SEEDING N-1-6" MIN. TURN DOWN m EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL) EXISTING GRADE EROSION CONTROL .MATTING DETAIL w •o O O ° ° 0 • O \ o•o 0 • °° O •o °O•o 0000000• 0 0 0 a 0 0 0 * 0 0 PUBLIC ROAD D °' ° ° °' ° ° °'° °.000.000.0 °0. O•O °0•o °0.O °0.000 50) (MIN) . O O° • 0 o0 0 0 00 . 0 a0 . 0 ° • o 00 • ° 00 o 00 • ° 00 • 0 00 0 O D o °O • O °O • O °O • ° °O • o °O . o °O • ° ° 0 00 o °O • ° °O • 000 • O °0 • O °0 . 0 °O . 00 • O o0 • O o0 4 O 00 0 00 o 00 6000000 • O O O • o 00 • ° °O • ° 00 . 0 00 . 0 °0 . 0 00 . 0 00 . ° 00 . O ° 0. 0 00 0 O 00 a o °° • o 00 0 00 • 0 00 • 0 00 a 00000 00 1 o O O 00 O O O O O 00 O° O ° o o o O O• o O o O o O o o O o • O O• O ' o o O•oo °,000.0 °•0 00 • 0 00 o D0 , DO • ° 00 • ° 00 • o D • ° . o o ° O .° p ° O • c ° ° . ° O . o ° O o ° ° • ° ° ° • ° ° ° 0 • ° O ° • ° D 0 • O D 0 • O o °•o °• o ° 0 0 0 0 0 o �•o° .o °°.Q O 0• 0. O 0. 0 0' 0 0. O 0. O o °O• ° °O.° o ° • o °O o °0 • ° °0. ° °0 . o °0. 0 0 ° ° ° o . ° °•o 00 • 0 00 • ° 000,0 0 0 0 0 0 0 0 0 0 0 0 o D O. °• ° n° Q•° O O • O n° • o D O • O "0 • o e 0 • 0 0 0 • o 0 °O • o °0 . °0 . ° . ° . ° ° ° °D•o ° 00 0 0 °D ° °0 • O °0 • 0 ° ° °0 . 0 00 • o ° °° 00 • o o ° 0 O • 0 °O • O ° ° . ° 00 0 ° . OQ • 0 00 - 0 DO . o 00 • O o 0 0 6" (MIN} ° •° ° ° ° °• °° ° °° °° ° °oo 0 00 • ° °0 • ° 00 • °° °•a °•o o °O • O °O • O Oil 0 2"-3" COARSE ° e '0' 201 (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ENTRANCE- DETAIL SILT FENCE X X 10, t TYPICAL TYPICAL TOPSOIL STOCKPILE A B C 3' 1 1/2P 3 1 1/2 3' • • • • w . .. ... ..•.• :..•.•.•..•:. X ' 'X.'.'.'.'.'.X.'. :......... .................... . ...... ... •' . ' N .: :;.... :. ... 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 Q REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'Co 4:1- 3:1 2.1 1 :1 CHANNEL VATH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GPADIENT LINING PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION Cf)NTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRA;IAGE OVER L-AGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C" SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". K ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET. a � �� � 3 4 ROLL BLANKETS THE BLANKET SHOULD NOT BE (�} OUT IN DIRECTION _ ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOM D TO LAY - OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO 4 - 6" IN A 'SHINGLE EFFECT'. ACHIEVE MAXIMUM BLANKET TO SOIL : ; : . CONTACT. . 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE :`•: : ; CONDUCTED AS NORMAL PRIOR TO �b 7 •:�/�. INSTALLATION OF BLANKET. �* ROLL BLANKETS OUT IN DIREC110N OF WATER FLOW. 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED o� EVERY 35 - 40'. THE SLOTS SHOULD BE 6m WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BADOILI -M AND SEEDED. EROSION BLANKET INSTALLATION 6" HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB Seedbed Preparation DANDY BAG® Apply lime to raiise the pH to the level needed for species being PRIOR TO CLEARING AND GRADING seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per Jun 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to ug test. Application of 1150 lbs. of ammonium nitrate on areas low in organic 1. matter and fertility will greatly enhance vegetative growth. 35 MEN Wheat or Rye Y Work the fertillizer and lime into the soil to a depth of 2 -3 inches Oats with a harrow, disk or rake operated across the slope as much as possible. erosion at times other than in the shaded areas, Seeding Annual Ryegrass Select a seed mixture based on projected use of the area (Figure 5 -2), . ............................... ......:...................... ` ances are a problem, such as salt tolerance of seedings adjacent to streets A .... ............................... 2. Figure 5 -2: Permanent Seed Mixtures 25 5 .6 Non - Irrigated* Species Seeding Rate Suitable pH Site Suitability* * Ibs /acre Ibs /1000 well Irrigated sq. ft. Droughty Drained Wet REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'Co 4:1- 3:1 2.1 1 :1 CHANNEL VATH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GPADIENT LINING PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION Cf)NTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRA;IAGE OVER L-AGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C" SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". K ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET. a � �� � 3 4 ROLL BLANKETS THE BLANKET SHOULD NOT BE (�} OUT IN DIRECTION _ ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOM D TO LAY - OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO 4 - 6" IN A 'SHINGLE EFFECT'. ACHIEVE MAXIMUM BLANKET TO SOIL : ; : . CONTACT. . 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE :`•: : ; CONDUCTED AS NORMAL PRIOR TO �b 7 •:�/�. INSTALLATION OF BLANKET. �* ROLL BLANKETS OUT IN DIREC110N OF WATER FLOW. 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED o� EVERY 35 - 40'. THE SLOTS SHOULD BE 6m WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BADOILI -M AND SEEDED. EROSION BLANKET INSTALLATION 6" HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB Seedbed Preparation DANDY BAG® Apply lime to raiise the pH to the level needed for species being PRIOR TO CLEARING AND GRADING seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per Jun 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to ug test. Application of 1150 lbs. of ammonium nitrate on areas low in organic 1. matter and fertility will greatly enhance vegetative growth. 35 MEN Wheat or Rye Y Work the fertillizer and lime into the soil to a depth of 2 -3 inches Oats with a harrow, disk or rake operated across the slope as much as possible. erosion at times other than in the shaded areas, Seeding Annual Ryegrass Select a seed mixture based on projected use of the area (Figure 5 -2), L/ while considering best seeding dates. See Figure 5 -3 this sheet. If toter- ` ances are a problem, such as salt tolerance of seedings adjacent to streets EROSION CONTROL MATTING and highways, see Figure 5 -4 this sheet before final selection. 2. Figure 5 -2: Permanent Seed Mixtures 25 5 .6 Non - Irrigated* Species Seeding Rate Suitable pH Site Suitability* * Ibs /acre Ibs /1000 well Irrigated sq. ft. Droughty Drained Wet UNITS FINISHED .12 Dormant Level and Sloping, Open Areas Seeding ** Temporary Seeding and Stcblization Dates I1I' W��''� . OfT C_ T SEDIMENT BARRIER- NO SCALE CROSSBARS /�� � BEEHIVE INLET OR II DRAINAGE COVER 24" W W LATHS SILT FENCE MATERIAL �' / SILT FENCE EXTENDS `� / 6" BELOW FINISHED GRADE N OTE: `W' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION SILT FENCE DANDY BAG® STORM PRIOR TO CLEARING AND GRADING SEWER Jun Jul ug Sep 1. Tall Fescue 35 MEN 5.5 -8.3 2 1 2 PRIOR TO CLEARING AND GRADING EASY erosion at times other than in the shaded areas, MOVEMENT TEMPORARY SEEDING AND L/ INSPECTION WATER AS NEEDED ONE EROSION CONTROL MATTING use mulch. 2. Tall Fescue Red Clover ** 25 5 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED .12 REMOVAL OF STRAW BALES N/A if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 50 %. Creeping Red Fescue 15 .4 NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE LO M ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts Permanent Seeding Dates, 0 of, V41 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 Temporary Seedings r 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 I1I' W��''� . OfT C_ T SEDIMENT BARRIER- NO SCALE CROSSBARS /�� � BEEHIVE INLET OR II DRAINAGE COVER 24" W W LATHS SILT FENCE MATERIAL �' / SILT FENCE EXTENDS `� / 6" BELOW FINISHED GRADE N OTE: `W' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION SILT FENCE DANDY BAG® STORM PRIOR TO CLEARING AND GRADING SEWER AS NEEDED GRATE SILT FENCE Irrigation needed during this period. To control 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 PRIOR TO CLEARING AND GRADING EASY erosion at times other than in the shaded areas, MOVEMENT TEMPORARY SEEDING AND L/ INSPECTION WATER AS NEEDED OF UNIT EROSION CONTROL MATTING use mulch. 2. Tall Fescue Red Clover ** 25 5 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED .12 REMOVAL OF STRAW BALES N/A if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 50 %. Creeping Red Fescue 15 .4 NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE LO M ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts FIGURE 5---3 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 Temporary Seedings r 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 Ibs. 2 bu. Cover -Seed 1" to 1 1/2 )) deep 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - ---• -- Creeping Red Fescue 40 .9 Spring Oats 2.3 Ibs. 3 bu. Cover seed 1" deep 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) Annual ryegrass 1 Ib. 40 Ibs. Cover seed 1 /4 "deep* 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * Not necessary where mulch is applied. * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. I1I' W��''� . OfT C_ T SEDIMENT BARRIER- NO SCALE CROSSBARS /�� � BEEHIVE INLET OR II DRAINAGE COVER 24" W W LATHS SILT FENCE MATERIAL �' / SILT FENCE EXTENDS `� / 6" BELOW FINISHED GRADE N OTE: `W' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION SILT FENCE PAVED AREA INLET SEDIMENT BARRIER NO SCALE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE DANDY BAG® STORM PRIOR TO CLEARING AND GRADING SEWER AS NEEDED GRATE SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED 00 00 VEWR° EXISTING INLET PROTECTION CIASURE Me- LIFT STRAPS on MA USED FOR PRIOR TO CLEARING AND GRADING EASY WEEKLY, AFTER STORM EVENTS AND AS NEEDED MOVEMENT TEMPORARY SEEDING AND L/ INSPECTION WATER AS NEEDED OF UNIT EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED DANDY BAGO STORM WEEKLY, AFTER STORM EVENTS AND AS NEEDED SEWER INLET PROTECTION GRATE AFTER EACH INLET IS PLACED SEED SOD &LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED o �6►1A m8 0 PAVED AREA INLET SEDIMENT BARRIER NO SCALE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, ASTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD &LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE N/A N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED tSm. THE LAW,,, CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS49 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT N011FYING THE UNDERGROUND LOCATION SERVICE T1410 (2) !CORKING DAYS BEFORE COMMENCiNG WORK. SILT FENCE Silt Fence shall be a machine produced, non- -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. FabricWeight ............................ ............................... 4 oz /syd GrabStrength ........................... ............................... Warp 125 Ibs. Elongation .................. ............................... ............... Warp 50 0 Trapezoidal Tear Strength ........ ................................ 50 Ibs. BurstStrength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 . O. S .......................................... ............................... 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Material Stakes @ 5' O.C. Fence Post --� Ground Surface '- Fence Post Should Silt Fence Material Should be Buried V Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS NOTES: 1.) Sediment to be removed upon reaching a depth of 12 ". 2.) Wire clo th to Le �Iee� !aced over . the top of the block and under gravel to t he gravel from migratin throe h the black and into he storm system. migrating 9 GALVANIZED WIRE CLOTH 'Wires Per Opening Hire iameter Percent Open Area Linear Inch Inches Inches 2 Mesh 0.395" 0.105' 62.4% ^M ",' -L FILTER Top of Pond = 944.00 4.7 F, L SL Opp I PIPE 1 CULVERT 1 I Piae Invert = 939.001 PLAN! MEW JIZED WIRE BLOCK WIRE SCREEN CONCRETE BLOCKS 'erflow 2 LAYERS HIGH WITH, OPENINGS TO THE SIDE. GRAVEL r I LTER runoff water wi%h sediment "Ir- RMr- r v Ot rLALoLU ON SIDE SLOPE W1' TEN CALLED FOR ON PLANS SLOPE DETAIL N.T.S. END SEr... 10 S1 LT PROTECTION 0 Cn LIJ 0, o R T D s -- G�ST, �r No. PE1 9500260 STATE OF 0� %.,, ANAL ,�\\§N DATE: 3(� THIS AND THE ID (AS,0DRAWING Dt/:S1G(N�S 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. (2005) 0 (ar THE SCHNEIDER CORPORATION Historic Fort Harrison 89,.011 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering p co co co o co W vs �y F U Q Ems- co � A LO LO M STORMWATER POLLUTION PREVENTION PLAN INDEX Al AZ A3 A4 K A6 Ail fla A9_ A10 All Al2 A13 A-a A15 A16 A17 A18 A20 A21 A22 A23 UL B2 B3 B4 B5 87 B8 B9 ULO 811 UT-1111, Plan Index provided below 111"W" Plat denoting lot numbers, boundaries and streets is provided separately. Project Type: This project involves the construction of a 9,500 sf. Commercial Medical Office Building. The project is located within the Riverview Medicol Park near the SW intersection of Hazel Dell Parkway and 146th Street East in Carmel. Vicinity Map: Denoted on Sheet C100 Legal Description of Project Site: See attached Situation Survey Sheet B101. LATITUDE: 39'59'59" LONGITUDE: 86'04'08" Location of all lots and proposed site improvements: See sheet C101 to C104. 14 Digit Hydrologic Unit Code: 05120201090020 State or Federal water quality permits: None . Specific points where stormwater discharge will leave the site: (Insert Narrative), see Site Development Plan Sheet C101 for more detail. Location of all wetlands, lakes & water courses on and adjacent to site: None Receiving Waters: White River - Vestal Drive Identification of potential discharges to groundwater: None known. 100 Year Floodploins, 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 (lumber 18057CO227F the Flood insurance Rate Maps for the City of Carmel of Hamilton County, Indiana (maps dated February 19, 2003). Pre - Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 4 CFS 10 year Post Construction Peak Discharge = 6.5 CFS 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 -Fifth Third Bank Locations and approximate boundaries of all disturbed areas: See Sheet C104 for locations. Identification of existing vegetative cover See Stormwater Pollution Prevention Plan Sheet C104. Soils Map including descriptions and limitations: See sheet C801 for soils map, descriptions and limitations. Locations, size and dimensions of proposed stormwater systems: See Site Utility Plan Sheet C103 for proposed storm sewer system. . Locations, size and dimensions of any proposed off -site construction activities associated with this project: None. Locations of Soil Stockpiles: See Stormwater Pollution Prevention Plan Sheet C104 for soil stockpile location(s). Existing site topography. See Site Grading Plan Sheet C102 or Situatiion Survey Sheet B101 for existing site topography.. Proposed final topography. See Site Grading Plan Sheet C102 for proposed site grading and drainage patterns. 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, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. 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 offsite detention pond. This site is a part of the Riverview Medical Park which was masterplanned in 2003 by The Schneider Corporation. Part of the master plan included an overall detention pond located to the east of this parcel. This site currently sheet drains from 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. ( "Holey Moley ") 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 striped of topsoil and regraded, areas along the north property line and in the SW comer of the site shall remain undisturbed. See Sheet C104. 3. A silt 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 along 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 along 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 plan 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 /operator /contractor placement of approved plans and Rule 5 NOI and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large 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, final grade and seed landscape berms and swales immediately after grading is completed. 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 pavement 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. Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C104 for location and Sheets C801 -C802 for construction entrance details and specifications. Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 construction details and specifications. Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 construction details and specifications. 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. Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C104 for locations of runoff control measures and Sheets C801 -C802 for construction details and specifications. Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of stormwater outlet control measures and Sheets C801 -C802 for construction details and specifications. 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 details and specifications. Location, dimensions, specifications and construction details of each stormwate r quality y measure: See Stormwater Pollution Prevention Plan Sheet C104 for locations of various stormwater quality measures and Sheets C801 -CS02 for construction details and specifications. Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet 0104 for locations of temporary surface stabilization measures and Sheets C801 -C802 for construction details and specifications. L9F�h1W4PqoM10?N ts face stabii;fatio n s ,ecifclations: See Stormwater Pollution Prevention Plan oQ M Erface stabilization measures and Sheets C801- construction details and specifications. 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 (i.e., countermeasures) should they occur. Defnition�: 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. Navigable 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 stream. 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 S illy 1. Nearest Navigable Water: White River - Vestal Ditch 2. Drainage System: The onsite drainage system will include a series of paved are ' nlets 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 oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household item;., including . 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 cons }ruction groundwater contaimination. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana 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: - Time 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 spill - 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, maintenonce personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. 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 endanger human life and this becomes primary concern, . the discharge of the life- saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materi -31s, will be disposed of in a manner subject to the approval of the Indiana Department of Environmelital Management. 5. Flushing of spilled material with water will not be permitted' unless so authorized by the Indiana Department of Environmental Management. B14 Monitoring and maintenance guidelines for pollution prevention measures: Silt Fence Maintenance Requirements 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 cleanout. 5. 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 Barrier Maintenance Requirements . 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the Darrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event fir 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. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment 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 needed. 4. Immediately remove mud and sediment tracked 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. n Erosion & sediment control specifications for individual building lots: Not applicable. See Sheets C801 & C802 for Construction details and specifications for erosion & sediment control on this site. C1 Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Install inlet protection along existing curb inlets as shown on C104. The.),e shall include inlets along the private drive to the east and south of the site. .. 2. Install end section protection along existing roadside ditch along the south side of 146th Street. 3. Install silt 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. 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. 6. Install the structural BMP along with the proposed storm sewer system. Thr. BMP shall be inspected and maintained as designated in the Operations and Maintenance Manual both during and after construction. 7. Remove all individual inlet protect io n and straw bale dams, silt fence., 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. 8. 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. responsibility of the develop er owner � or his designee nee until project once is the ohs it 9. Inspection and maintenance p y p/ g p � completion and the owner thereby accepts responsibility for the lot. C3 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. Reducing or eliminating post - project runoff. 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 tc. the west u.; 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 lawn areas. c. Permanent erosion control seeding and plantings d. Velocity dissipation devices - block and stone check dam along the existing 146th St. roadside ditch at the culvert entrance. e. Fabric Slope protection - along 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 L101. It is the intent of this plan that the implementation of thl) above described storm water quality measures be executed in accordance with the enclosed plans and details in order +-) meet the requirements of Rule 5 storm water quality. �4 Location, dimensions, 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. a Description of maintenance guidelines for proposed water quality measures: 1r Se 4sehed -BM Mt°Mn'UeMMGiival. ( '2, Storm structures - inlets shall be inspected semi - anually to ensure proper function. Any debris found clogging the grate shall be removed. Debris or sediment buildup within any structure shall be removed. ZX Grassed areas - Grassed areas shall be maintained to a blade Leight less than 6 inches during the growing seasons. Fertilizers shall only be used as necessary and spread evenly across all grassed areas. The proposed Swale along the north propery line shall be inspected semi- ,innually or after every rainfall event over 1 inch for visual signs of erosion and /or sediment L-uild -up. Any deterioration shaff be restored to the design specifications of these consti uction documents. 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 detedortation shall be restored to the specifications of these construction documents. 4 \5. Trash collection - All solid waste shall be stored within the appropriate containers and enclosed 5 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 daily for litter /debris. All litter /debris shall be placed within the proper recepticals in order to prevent the transmission of it to the storm sewer system. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean 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 Applications These procedures are suitable on all construction projects where on onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. 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 /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater 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. Drip pans or absorbent pads should be used during 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 clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil 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 equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that 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. 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 vehicle(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 Description and Purpose 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 using offsite facilities, 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 impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. ImtlemQntgtign Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off 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 pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not (rose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors 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 dikes 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. inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description 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. Suitable Applications 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 clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bogs, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite u se. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that con be placed over the container to keep rain out or to prevent loss of wastes when it is windy. 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 paints) and chemicalls (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster 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. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, 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. Litter from 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 as needed. Construction material visible to the public should be stored or stacked in an orderly 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. Inspection and Maintenance 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 daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from 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. I ncorporate requirements for concrete waste management into material supplier and subcontractor agreements. 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, streets, 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 bodies. - 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 Purpose 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 Applications 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 precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal 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 sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. GrgAty Bag Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). 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 bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and bayond 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 passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTIONS PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each ruinfoll that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is this Fvnluntion follnwinn n rclinfnll Yes Date of Inspection: No If 4 -P_S_ dntp fhp rnin r.tnnnPH- lnrhpc No. I PROBLEM or CONCERN YES J NO N A 1. Is the site information posted at the entrance? STORMWATER POLLUTION . . PREVENTION NOTES GRAKSNG FILES: : \3k \3462 \006 \dwgs \C801- C802.dwg 2. Are all necessary Qrmits attained and special provisions being implemented? M M CD cc M C) C.0 3. Is a construction entrance installed? Is it effective? Is it enou h I I 1 4. Public and rivate streets are clean? I i 1 1­4 =� Z 1­4 5. Are appropriate practices installed where stormwater leaves the site? ] w �W a 6. Silt fence is entrenched into the around? I -_ �� 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? w L%*%q Terminated to higher round? Property joined at ends? w w� 8. Sediment basins and 'traps are installed according to the plan? The pipe or rock spillway is functional? CQ U W 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? E Rt- �Q 10. I Diversions swales and/or waterbars are installed to plarf and protected? a s 11. I Perimeter practices have ade uate ca po cit and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. The fabric, straw, mulch and/or stone is intact without holes or tears? 16. 1 Catch basin insert protection is installed where required? 17. 1 removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. 1 Temporary stabilization of distributed ground has been addressed? 21. 1 Disturbed areas that will lie dormant for 15 days are planned to be protected? I 22. 1 All protected dormant areas meet a minimum 70% coverage 23. Growinq ve etation has sufficient water and/or nutrients to I^ow? 24. Permanent stabilization of disturbed round is pro grossing through the roleCt? . 25. Final grading and stabilization is ro ressina on Completed areas? 26. The soil has .been ro erl re ared for seeding? 27. Hard or soft armoring is installed where natural vegetation wi!i erode? 28. Water um in o erations have a rotected outlet and dischar e water is clear? 29. A designated washout is established for concrete trucks? 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 compl �nq with the overall lon? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE AD�JRESSED NTH A CCRPECTIVE AC11ON Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Date: Contractor Representative contacted, name and date: Date: Report Submitted by Date: i &i z CD �n `\`�o,i ��R T D , vz, 'R�.. � ...c iSTE � 'v �4' � , = *.- . No. - -- = : = *. PE19500260 : = -S'.va I.. '� STATE OF .. , o �� /NDiANF. �`�. 70NA. `�1/1!llft11111111111�� \\ --� DATE: J 0 -a t0 THIS DRAWING AND THE IDEAS, ESIG S 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, W1THOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2005} .. __ ! - :: � 1 THE SCHNEIDER CORPORATION 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 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering F_ C�J - 3462.006 DRAWN BY: CHECKED BY: SHEET TITLE: STORMWATER POLLUTION . . PREVENTION NOTES GRAKSNG FILES: : \3k \3462 \006 \dwgs \C801- C802.dwg . . . 9 11 M M CD cc M C) C.0 C(D (u(02 . -_ � lzd_ cc � U z _C:4 I :2:; <el F ... 4 r:) dft M 1 1­4 =� Z 1­4 w � w� w �W a U �� �' w L%*%q w w w� 4<� CQ U W E Rt- �Q � a s W kamaiii DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: SHEET TITLE: STORMWATER POLLUTION . . PREVENTION NOTES GRAKSNG FILES: : \3k \3462 \006 \dwgs \C801- C802.dwg REF: S:\.3. REF: N: \1238 \044 \dwgs \DANDYBAG.dwg REF: S: \3k \3462 \006 \dwgs \006BS.dwg REF: S: \3k \3462 \006 \dwgs \3462006s.dwg SHEET NO.: C(D (u(02 . -_ Curb if required V S�ae�o \k Cirlownllr lace Pavement SECTION A -A 6. SECTION A -A NOTES See Standard Drawing E 604 - SWCR -02 for groove details. 7. See Standard Drawing E 604 - SWCR -02 for details of detectable warnings surface. 8. See Standard Drawing E 604 - SWCR, -02 for alternate curb construction. _. _ SECTION B -B 9. Curb optional. Shall be used when necessary based on field conditions. 10. See Standard Drawing E 604 - SWCR -02 for typical ramp construction detail. 11. See Standard Drawing E 604- SWCR -01 and -02 for Location Plan and General Notes respectively. Utility strip width: Type G - 2' -0 min. 5-0 min. for Type G Varies Type H - 0 6' -0 min. for Type H SECTION B -B A SjdeUi.,i� 1 6'0 SI DL Of 6 -0 min. CURB Rq MP n,PE N Vnriac B� 12• 0 RESERVED GREEN - ILLUMINATING TAPE (LETUS) PARKING BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) M GREEN - ILLUMINATING TAPE (BORDER) AM= i 'VAN ACCESSIBLE' TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL 13 No SCALE C803 \ 5006\1- SIDEWALK CURB RAMP TYPE K a \\ties o�. /IZI / v SlD£wA�K B CURB RAMP PE- NOTES: 10. Sidewalk across approach shall be sloped at 50:1 maximum transversely. 6. See Standard Drawing E 604 - SWCR -02 for groove details. 11. See Standard Drawing E 604- SWCR -02 for typical rarnp construction 7. See Standard Drawings E 604 - SWCR -02 for details of the detail. detectable warning surface. 12. See Standard Drawing E 604 - SWCR -01 and -02 for Location Plan and 8. See Standard Drawing E 604 - SWCR -02 General Notes respectively. for alternate curb construction. 13. Vertical face curb optional. SIDEWALK CURB'S RAMP'S TYPE G AND TYPE H 11 q sod HANDICAP PARKING SIGN 8' 8' HANDICAP 5' HANDICAP TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 9 NO SCALE �O3 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN n LANDSCAPE AREA INSTALLED IN PARKING LOT. I I HANDICAP LOCATIONS 2 -SIDED I I I rl WHERE STALLS FACING. I ll II II 2' -0' MIN. TO CURB MOWING EDGE - 2' STEEL PIPE, ROUND OR SQUARE, N Z PAVING BASE SET IN CONCRETE N 0° O . o° O . o° O . o° O STEEL PIPE FILLED W/ CONCRETE QW O U � � .I L• � -4'. CONCRETE FOOTING ='L rJ,� CONCRETE FOOTING - 0 1D•...I 0 °0.0 ° °•0 ° °•° 0 0 p °0 • p °0 • 00 • ° °O \� z BACKFILL •� ° '0 00'0°°'°• p °O . p °O �o `°a °O o°,D °_• 0.0 °0.000.0 °0.0 (� °°°'°°°•°°°•°°° N RW� I I O . ° °O • O °O . 0 °O . p IoM a-E3 (MIN (MIN) o °0 • 0 °0 • o °0 • O °0 I I M m O • O °O • O °O • O °O • O Li aN mZ MOWING EDGE - GA N Z PAVING BASE E 'A o 0 0° O . o° O . o° O . o° O •..1 ITV :.;1 4•• M •. � � .I L• � -4'. CONCRETE FOOTING ='L rJ,� CONCRETE FOOTING - 0 1D•...I 0 °0.0 ° °•0 ° °•° 0 0 p °0 • p °0 • 00 • ° °O TRAFFIC SIGNAGE 10 No scALE C803 X10" DIA. 3" -- R. NOTE: ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP 12 SYMBOL DETAIL CSO3 NO SCALE CONCRETE 3000 PSI 1 1/2"r PAVEMENT / 1 2 ,. r r--3" OF TOP SOIL EXISTING GROUND GRANULAR o' • o• • BACKFILL b ° �. °�. 6" o_ °o'• n 0 0 0a, VARIABLE STRAIGHT CONCRETE CURB DETAIL TYPE V (D.C.A.M. # 12 -02) 1 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 2 -1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION s (LIGHT DUTY) C803 THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. v Z ° Q.0 0, 0 ��°°• Z Z � .%N - Z 0 .000.0 00 • 0 00 • o k2fw z z o o 0 0° O . o° O . o° O . o° O 0 � �LL D J W C � � W O O-' - r� #8 STONE 0 °0.0 ° °•0 ° °•° 0 0 p °0 • p °0 • 00 • ° °O \� z BACKFILL •� ° '0 00'0°°'°• p °O . p °O � X, Q o °O o°,D °_• 0.0 °0.000.0 °0.0 (� °°°'°°°•°°°•°°° N RW� 4" O . ° °O • O °O . 0 °O . p SSD MAIN (MIN (MIN) o °0 • 0 °0 • o °0 • O °0 48' -0" BETWEEN EXPANSION JOINTS (MAX.) 'a•• '•! :' ':i: ',.'i.•. .y:_, +•.:. '.'�, :•_•:.�:• Vii,,: .°;•- CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 6 ')1, C803 CONCRETE WALK GRADE SLOPE - 6" � : 1 /4" PER FOOT 1-1/2- R PAVEMENT SCORE 1/4- R COMPACTED do�oco SUBGRADE 6„ o$00 CONCRETE CURB AND WALK /- PAVEMENT 3 0 O O O O e O O O p DQo OOp Oo0 Doo OD Dpp op 0vo 000 0 DC, O Ooo Oeo Ova D eo D ao O oo O oo O o0 0o O o O oo 0.0 0.0 D oo D oo O ao o 0 O.o •o a.p O•p D•p •o O•o O•p O•o O . O . O•p ° O O O O O O O O O O O. p D. p D• p O• 11" 0.0 D o D• p D• p D. p D• p O• p a• p a• p a a s e O O O O O O O 00.0-0.0 p • o O. p O• D.000.0 O• p O• p O• p O• p D• p O. p o.p D.p D.p D.p o.p D.o o•0 0 p a• p O• p a. p O. p D• p .00D p O. o O. p O. p a. 0 O. O D• O 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 3 -1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 8" #53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 1 (HEAVY DUTY) C . � 6x6 6/6 WWF .. . ° O 0° O 0° O 0° O ° O 70 -.0-11-0 ° O 0° O 0 ° O °0 ° O °0 o °0 O o0 ° o 00 ° O �0 ° O °0 o 0 ° on ° ° ° o ° o ° ° \ 6" CONCRETE PAVEMENT \-6" GRANULAR FILL (MIN.) PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB 2' -0" b A • •p' D•D A AD AD ,i A A A D i\ : s �- BACKFILL TAPERED CURB END DETAIL 3 NO SCALE 0803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB L // [ /- PAVEMENT ° Q.0 0, 0 ��°°• ° . o O o 00, X/, 0 � .%N - 0 .000.0 00 • 0 00 • o .0 p ° O • " ° O • '0•o °O•o 0° O . o° O . o° O . o° O ° ° ° • 0 ° 0 •, O.000.0 0° o• o° O• 0 .000 •'0 00 • 0 00 • ° ° ° °° ° o° 0.0 0 0.0 0 0.0 O O* - r� #8 STONE 0 °0.0 ° °•0 ° °•° 0 0 p °0 • p °0 • 00 • ° °O \� z BACKFILL •� ° '0 00'0°°'°• p °O . p °O � X, Q o °O o°,D °_• 0.0 °0.000.0 °0.0 (� °°°'°°°•°°°•°°° N RW� 4" O . ° °O • O °O . 0 °O . p SSD MAIN (MIN (MIN) o °0 • 0 °0 • o °0 • O °0 $ 1�\O: O • O °O • O °O • O °O • O GEOTEXTILE °o° ° °• ° ° °*° ° °e° °00,000, ° ° • FABRIC V 0'000 0 0 •0 ° D. . 0°O. '� Z °° °.'0 0• 0° 0 LO O 0o• 3" 3" (MIN)) (MIN) PIPE UNDERDRAIN s IN PARKING LOTS �13 3 0 O O O O e O O O p DQo OOp Oo0 Doo OD Dpp op 0vo 000 0 DC, O Ooo Oeo Ova D eo D ao O oo O oo O o0 0o O o O oo 0.0 0.0 D oo D oo O ao o 0 O.o •o a.p O•p D•p •o O•o O•p O•o O . O . O•p ° O O O O O O O O O O O. p D. p D• p O• 11" 0.0 D o D• p D• p D. p D• p O• p a• p a• p a a s e O O O O O O O 00.0-0.0 p • o O. p O• D.000.0 O• p O• p O• p O• p D• p O. p o.p D.p D.p D.p o.p D.o o•0 0 p a• p O• p a. p O. p D• p .00D p O. o O. p O. p a. 0 O. O D• O 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 3 -1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 8" #53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 1 (HEAVY DUTY) C . � 6x6 6/6 WWF .. . ° O 0° O 0° O 0° O ° O 70 -.0-11-0 ° O 0° O 0 ° O °0 ° O °0 o °0 O o0 ° o 00 ° O �0 ° O °0 o 0 ° on ° ° ° o ° o ° ° \ 6" CONCRETE PAVEMENT \-6" GRANULAR FILL (MIN.) PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB 2' -0" b A • •p' D•D A AD AD ,i A A A D i\ : s �- BACKFILL TAPERED CURB END DETAIL 3 NO SCALE 0803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB L // [ /- PAVEMENT 6,5 z 0 LU v �� ��. � �EG R1T m1O,o , " 111�1, 1 s S\ O �'' 1ST fF�i No. - PE19500260 STATE OF SZONAL E ` DATE: THIS DRAWING AND TH`tIIDEAS, ESIGNS 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. (2005) r 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 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C2) CID � o E-� o co � z a � .-� W 1�1 w w W E-+ Q F Q cc a w LO a� c DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: : \3k \3462 \006 \dwgs \C803- CB04.dwg REF: S:\3k\3462\006\dwgs\Titlel.dwg REF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg REF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: (C ° Q.0 0, 0 ��°°• ° . o O o 00, X/, 0 � .%N - .o IN TA T N REQUIEED: ° '0 ° O ° ° .0 p ° O • " ° O • '0•o °O•o O • o O • o0 0 0 ° • 0 0 ° o ° p °D.° O• o° 0 °° ° ° ° • 0 ° 0 •, O.000.0 0° o• o° O• 0 PERFORATED PLASTIC PIPE f �° • ° • ° ° ° °° ° PER INDOT SPECS #718.02 p° O• °°' O• o` O• r� 00,00 00,0, z #8 GRAVEL ° 0.0 q ° ° • ° o °O o°,D °_• 0°000, °- (� 4" 4" 6" SSD MAIN (MIN (MIN) PIPE UNDERDRAIN $ 0803 6,5 z 0 LU v �� ��. � �EG R1T m1O,o , " 111�1, 1 s S\ O �'' 1ST fF�i No. - PE19500260 STATE OF SZONAL E ` DATE: THIS DRAWING AND TH`tIIDEAS, ESIGNS 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. (2005) r 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 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C2) CID � o E-� o co � z a � .-� W 1�1 w w W E-+ Q F Q cc a w LO a� c DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: : \3k \3462 \006 \dwgs \C803- CB04.dwg REF: S:\3k\3462\006\dwgs\Titlel.dwg REF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg REF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: (C DATE: PROJECT NO.: 03/31/06 3462.006 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: : \3k \3462 \006 \dwgs \C803- CB04.dwg REF: S:\3k\3462\006\dwgs\Titlel.dwg REF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg REF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: (C STORM MANHOLE NEENAH TYPE CASTING T. C. NO. R -3472 /— ASPHALT 24"x 24" 6 MIN. VAR PIPE SIZE l 118" MAX I I 00 6" STONE BEDDING OF #8 STONE PAVED AREA INLET (`6 C804 HEAVY DUTY LAMPHOLE PRECAST CONCRETE ADJUSTER 24' DIA CASING w/ SOLID LID. RINGS NEENAH R- 1974 —A OR ASPHALTIC MASTIC OR APPROVED EQUAL ECCENTRIC CONE OR REDUCER CAP FINISH GRADE �'�6' 6, I BETWEEN JOINTS. 84' CONE TOP TO MATCH ADJUSTING UP TO 45' — — — — — — e CONCRETE COLLAR UP TO 45' NEENAH R- 1077 -A COVER WITH NEENAH R- 1712 -B FRAME WITH 'SELF - SEALING' SELF - SEALING APPLICATION OR APPUCATION 7APPROVED EQUAL I PRECAST CONCRETE ADJUSTER 24' DIA M RINGS IF NEEDED (4 MAX.) ASPHALTIC MASTIC OR 96' ECCENTRIC CONE OR REDUCER CAP BUTYL RUBBER SEAL — — — _�� AS REQUIRED BY SITE CONDITIONS. BETWEEN JOINTS. 84' CONE TOP TO MATCH ADJUSTING UP TO 45' — — — — — — e RING PROFILE UP TO 45' a ".� 33' -36' STRAIGHT THRU 48 "� MANHOLE NOTE GREATER THAN 45' TO 90' FOR PIPES 24'0 AND LESS MANHOLE CONFORMS TO FULL HEIGHT 60 ASTM C -478 MANHOLE STEPS AS 60 "0 MANHOLE JOINTS CONFORM TO SPECIFIED. FOR PIPES 27' — 36" ASTM C -443 30' TO 60' 4' 66' g LARGER 6' NEENAH TYPE CASTING 0 -RING GASKET .. 16^ lyp R -3010 TYPE A OR ASPHALTIC MASTIC OR BUM RUBBER SEAL AT f jL- 55" MIN. JOINTS. r- ASPHALT Ln RECAST CONCRETE SECTIONS coCD LC' PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W/ NON - SHRINK CEMENT BENCH WALLS AT MIN. GROUT 1/2' PER FOOT SLOPE � d ♦ ' 14 REBARS 0 12 O.C. e4'• EACH WAY (STEEL MESH MIM" ' ��. '.'.'..'.'.';a..'.'.'.'.'.�.'.. a ..+ .... AREA =0.12 SQ. IN. /SQ. :� 6" FT. OR APPROVED 8" BASE EQUAL 6„ MANHOLE BASE SET ON 6" OF STONE MANHOLE SIZE PIPE PIPE TURNS 96' M. GREATER THAN 45' TO 90' 96' 54' -66' UP TO 60' 84' 42' GREATER THAN 45' TO 90' 84' 48' UP TO 45' 72' 42' -48' UP TO 45' 60' 33' -36' STRAIGHT THRU 60' 24' -33' GREATER THAN 45' TO 90' nnrn A e%-,- r%r -It .. — -- - - - - -- FINISH GRADE --\ I /— CLEANOUT PLUG 6 6' PIPE " PIPE APPROX. 90' APPROX. 90' VSPRINGUNE LONG RADIUS WYEG SANITARY SEWER LATERAL TYPICAL CLEANOUT DETAI 11 WITH PLUG cso4 IN PAVED AREAS N.T.S. PUBLIC IN THE R/W rO ND ER PAVEMENT ``�/``��``', NOTE: STORM SEWER MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN. THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A. INDUSTRIES, INC., PS -1 -PF, CLAY & BAILEY MFG, CO., OR EQUAL ARE ACCEPTABLE. LONG RADIUS CONCRETE ENCASED .y SPRING LINE b'.' :.. OF PIPE CONNECT TO EXISTING SERVICE ' OR PLUG FOR FUTURE SERVICE. SANITARY SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEANOUT DETAIL FOR SEWER MAIN. 9 C804 NOTES: 1.) ALL SERVICE LATERALS SHALL BE A MAXIMUM OF 6' DEEP OUTSIDE OF STREET RIGHT -OF -WAY. 2.) ALL SERVICE LATERALS SHALL HAVE A MINIMUM OF NORMAL GRADE fi' OF COVER WITHIN THE MIN. PER FOOT STREET RIGHT -OF -WAY. MIN. -1/B" PER FOOT CONNECT TO EXISTING —_"XM SERVICE PLUG FOR FUTURE CONNECTION. ISOMETRIC PLAN PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE 30' UNLESS OTHERWISE MIN SPECIFIED MAIN EWER APPROX. 90' LONG RADIUS 0 SECTION A —A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION 00 MAIN SEWER 10 C804 EDGE OF PAVEMENT, MIN. 6' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS EDGE OF PAVEMENT, SIMILAR STRUCTURE GREATER THAN 5' GROWTH CURB, GUTTER OR IN THE PUBLIC R/W SIMILAR STRUCTURE REGULAR BACKFILL r' a �Iv � j• TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) C.A.M. # 500-05 NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS A MINIMUM 9. OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) C.A.M. # 500-06 ��. IN THE PUBLIC R 'B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY ilk CRUSHED STONE OR —< APPROVED EOUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE MIN, V TOPSOIL TO ENSURE GRASS GROWTH WITHIN 5' OF EDGE OF PAVEMENT PLACE 1/2' D!A EXTRUDABLE--V �r PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 63' PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING o'••• ••••.:.:a: 4 " -12' :...' \ .. NOMINAL 1 M 2" BU RUBBER 24" I.D. BASE EX7RU R DABLE ORMED 1" GASKET MATERIAL �TYP 34 'O.D. SEE DPW SPECS. GASKET DETAIL SECTION A---A ADt.,IUSTING RING DETAIL (FIGURE 5--48) C804 NOTE: A MAX B I.D. C (MIN) ALL BEDDING R INITIAL BACKFILL 36 is DEPTH OF BEDDING SHALL BE Nsr'uLED IN 6' To 12• BALANCED uFls 21 DEPTH OF BEDDING MATERIAL BELOW PIPE DOC] LEGEND MATERIAL BELOW PIPE »00 A MINIMUM 9' OF CLEARANCE SHALL 48 L l� CD I D j1— BE PROVIDED ON EACH SIDE: OF 34 D f4 MIN. 60 THE INSTALLED PIPE Bc = OUTSIDE DIAMETER 60 27' d: SMALLER 3' 35 D = INSIDE DIAMETER 2Y g SMALLER 3' 30' TO 60' 4' 60 d = DEPTH OF BEDDING 30' TO 60' 4' 66' g LARGER 6' NEENAH TYPE CASTING MATERIAL BELOW PIPE 66' & LARGER 6' TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) C.A.M. # 500-05 NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS A MINIMUM 9. OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) C.A.M. # 500-06 ��. IN THE PUBLIC R 'B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY ilk CRUSHED STONE OR —< APPROVED EOUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE MIN, V TOPSOIL TO ENSURE GRASS GROWTH WITHIN 5' OF EDGE OF PAVEMENT PLACE 1/2' D!A EXTRUDABLE--V �r PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 63' PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING o'••• ••••.:.:a: 4 " -12' :...' \ .. NOMINAL 1 M 2" BU RUBBER 24" I.D. BASE EX7RU R DABLE ORMED 1" GASKET MATERIAL �TYP 34 'O.D. SEE DPW SPECS. GASKET DETAIL SECTION A---A ADt.,IUSTING RING DETAIL (FIGURE 5--48) C804 sa' nP•'•' 24" _ a :p; • OPENING "a.. 00 �. c..'A I I a I v I I I I s I 1.4 ............. a .. . .' a'•'•'.'.'.'...... :'�' :'.'v..', a .'•'a..'.'.:.......'a.:4 :. STANDARD REINFORCED CONC. BASE ... ... .... 6" ##8 STONE BEDDING DIMENSIONS (INCHES) NOTE: A MAX B I.D. C (MIN) 12 36 is 15 36 21 18 48 DOC] 21 48 »00 24 48 L l� CD I 27 60 34 30 60 38 33 60 35 60 44 42 60 STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. R -3010 TYPE A OR x F APPROVED EQUAL I I r- ASPHALT sa' nP•'•' 24" _ a :p; • OPENING "a.. 00 �. c..'A I I a I v I I I I s I 1.4 ............. a .. . .' a'•'•'.'.'.'...... :'�' :'.'v..', a .'•'a..'.'.:.......'a.:4 :. STANDARD REINFORCED CONC. BASE ... ... .... 6" ##8 STONE BEDDING DIMENSIONS (INCHES) NOTE: A MAX B I.D. C (MIN) 12 36 is 15 36 21 18 48 BE PROVIDED ON EAC,I SIDE OF THE INSTALLED PIPE 21 48 24 48 31 27 60 34 30 60 38 33 60 35 60 44 42 60 SPECIAL STRAIGHT CURE INLET EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W REGULAR BACKFILL TOPSOIL M ENSURE GRASS GROWTH /_ REGULAR BACKFM MIN. 1.25 Bc+12' MIN. 12' fB CRUSHED SWI OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WAUp INTO PLACE Bc 4• GREATER THAN 5' FROM' EDGE OF PAVEMENT NOT• ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED N 6' TO 12" BALANCED LIFTS A MINIMUM 9' OF CLEARANCE SHALL BE PROVDED ON EACH SIDE OF THE INSTALLED PPE 4 TRENCH DETAIL TRENCH DETAIL C804 PLASTIC PIPE (PVC & NDPE) PLASTIC PIPE (PVC & HDPE) C.A.M. # 500-03 C.A.M. 1500-04 LEGEND Bc = OUTSIDE DIAMETER. D - INSIDE DIAMETER III = DEPTH OF BEDDING MATERIAL BELOW PIPE Z CD in GJ * NO. PE1950026-0 STATE OF /!SDI % % NAL DATE: 1 301,9 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 SCHNEDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (200: I / !rel. Schnei'Oder 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 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering NOTE: DRAWN BY: CHECKED BY: ALL BEDDING d: INITIAL BACKFILL GENERAL LEGEND SHALL BE INSTALLED N 6' TO 12' BALANCED LIFTS co M O O -- Bc = OUTSIDE DIAMETER A MINIMUM 9' OF CLEARANCE SHALL LEGEND D = INSIDE DIAMETER d = DEPTH OF BEDDING BE PROVIDED ON EAC,I SIDE OF THE INSTALLED PIPE Bc = OUTgDE DIAMETER MATERIAL BELOW PPE D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE REGULAR BACKFILL TOPSOIL M ENSURE GRASS GROWTH /_ REGULAR BACKFM MIN. 1.25 Bc+12' MIN. 12' fB CRUSHED SWI OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WAUp INTO PLACE Bc 4• GREATER THAN 5' FROM' EDGE OF PAVEMENT NOT• ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED N 6' TO 12" BALANCED LIFTS A MINIMUM 9' OF CLEARANCE SHALL BE PROVDED ON EACH SIDE OF THE INSTALLED PPE 4 TRENCH DETAIL TRENCH DETAIL C804 PLASTIC PIPE (PVC & NDPE) PLASTIC PIPE (PVC & HDPE) C.A.M. # 500-03 C.A.M. 1500-04 LEGEND Bc = OUTSIDE DIAMETER. D - INSIDE DIAMETER III = DEPTH OF BEDDING MATERIAL BELOW PIPE Z CD in GJ * NO. PE1950026-0 STATE OF /!SDI % % NAL DATE: 1 301,9 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 SCHNEDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (200: I / !rel. Schnei'Oder 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 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering co O CD d" coz L~ w � I w� � w rl �I DATE: 03/31/06 PROJECT NO.: 3462.006 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3462 \006 \dwgs \C803— C804.dwg co M O O XREF. S: \3k \3462 \006 \dwgs \AS4— CFD.dwg XREF: S: \3k \3462 \006 \dralnage \BMP \Concrete Sill. SHEET NO.: C COD (D 4 a I x F Ln coCD LC' W co O CD d" coz L~ w � I w� � w rl �I DATE: 03/31/06 PROJECT NO.: 3462.006 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3462 \006 \dwgs \C803— C804.dwg XREF: S:\3k\3462\006\dwgs\TitIe1.dwg XREF. S: \3k \3462 \006 \dwgs \AS4— CFD.dwg XREF: S: \3k \3462 \006 \dralnage \BMP \Concrete Sill. SHEET NO.: C COD (D 4 z 0 V) w Of GISTS No. PE19500260 = STATE OF /'JJJJJJlllrrW DATE- '0 THIS DRAWING AND THE IDEA S, DE GNS 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. (2005) Schneider 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering STORM SEWER SYSTEMS STREETS EARTHWORK _ C. Existing Improvements - Maintain in operating 1. SCOPE OF WORK CC) co H. Curing Concrete - Except as otherwise specified, co condition all active utilities, sewers and other cure all concrete by one of the methods described Q Z E/1 Z drains encountered in the sewer installation. The work under this section includes all storm sewers, 1. SCOPE OF WORK in Section 501.17 of the Indiana Department of 1. SCOPE OF WORK Repair to the satisfaction of the owner any damage storm water inlets, and related items, including Transportation, Specifications, latest revision. A. Extent: The work required under this section to existing active improvements. excavating and backfilling, necessary to complete the on the drawings. The concrete work required under this section includes all and bituminous paving and related items I. Bituminous Pavement - Hot asphalt concrete filling, rough grading consists of all excavating, fill in Q D. Workmanship - To confor m to all local, state and work shown necessary to complete the work indicated on drawings pavement shall be as specified in Section 402 and related items necessary complete the work �I CO � national codes and to be approved by all local and 2. MATERIALS and described in the specifications, including but not end must comply with Section 401.05 Of indicated on the drawings and described in the specifications. The Contractor shall notify in co LO state agencies having jurisdiction. Sewers limited to: the Indiana Department of Transportation Specifications latest revisions. Paving will not writing the owners and the Engineer of any changes, �' E. Trenching -Lay all pipe in open trenches, except A. Storm All streets, parking areas in contract limits be permitted during unfavorable weather or when errors, or omissions found on the plans or in when the local authority gives written permission 1. Reinforced concrete sewer pipe shall confirm Curbs and gutters the temperature is 40 degrees F. and falling. the field, before work is started or resumed. for tunneling. Open the trench sufficiently ahead to ASTM C -76 latest revision, with joints Sidewalks and concrete slabs, exterior steps of pipe - laying to reveal any obstructions. The conforming to ASTM C -443 latest revision. J. Compacted Aggregate Subbase - the thickness shown width of the trench shall be the inside pipe 2. MATERIALS on the drawings is the minimum thickness of the 1. In general, the items of work to be performed under this section shall include: diameter plus 24 inches for 12 inches above the 2. Corrugated PE Pipe and Fittings: AASHTO M 294, A. Concrete - Concrete shall be ready -mixed concrete fully compacted subbase. Compaction shall be accomplished b rolling with a smooth wheeled P Y 9 clearing and grubbing, removal of trees and pipe. Sheet and brace trench as necessary to Type S, with smooth waterway coupling joints. and shall be a mix of proportioned fine and roller weighing 8 to 10 tons. Compact to 90% stumps (where required), protection of trees protect workmen and adjacent structures. All trenching to comply with Occupational Safety and PE ASTM D coarse aggregates with Portland cement and water. compaction using Standard Testing Procedures. to remain, stripping and storage of topsoil, Health Administration Standards. Keep trenches A. Silttight Couplings: sleeve with Minimum cement content shall be 6 bags per cubic Along curbs, headers and walls and at all placed 9 fill compaction and rough grading of entire P g g g free from water while construction is in progress. 1056, Type 2, Class A Grade 2 gasket yard of concrete and maximum water content shall not accessible to the roller, the aggregate site. Under no circumstances shall pipe or appurtenances material that mates with pipe and fittings P P g be 5.5 U.S. gallons per sack of cement, including 9 P 9 materiel shall be tamped with mechanical tampers be laid in standing water. Conduct the discharge to form silttight joints. moisture in the aggregate. Slump for normal or with approved hand tampers. 2. Excavated material that is suitable may be from trench dewatering to drains or natural weight concrete shall be a maximum of 4 inches used for fills. All unsuitable material shall drainage channels. and a minimum of 2 inches. the slump of machine be buried on site, or removed off site, and B. Manholes placed concrete shall be no less than 1 -1/4 disposed by the contractor. All surplus F. Special Supports - Whenever, in the opinion of the inches nor more than 3 inches. Standard es excavated material not required shall be Engineering, the soil at or below the pipe grade 1. Precast reinforced concrete manhole sections ASTM C -143 shall be used to measure slump. removed from the site. is unsuitable for supporting sewers and and steps shall conform to ASTM C -478 latest Compressive strength of concrete at 28 days shall appurtenances specified in this section, such revision. be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C 3. Provide and place any special fill WATER SYSTEMS special support, in addition to those shown or specified, shall be as the Engineer may 2. Casting shall be of uniform quality, free -260. Retempering of delivered concrete will not material from off the site as may be provided direct, and the contract will be adjusted. from blow holes, porosity, hard spots, be allowed. Concrete shall be composed of: required. Fill obtained from off site shall be of kind and quality as specified CITY OF CARMEL - WATER DISTRIBUTION DEPARTMENT " shrinkage distortion or other defects. They shall be smooth and well cleaned by shot 1. Portland cement - Conforming to ASTM C -150, and the source approved by the Owner. SPECIFICATIONS 11/2 - 2" OUTSIDE METER PIT SET G. Backfilling - for a depth of at least 12 inches the top of the backfill with 12" of #8 crushed - blasting or by some other approved method. Type IA or Type IIIA. REVISED 11/03 above pipe, stone or #8 fractured face aggregate. Compact this backfill They shall be coated with asphalt paint 4. The Contractor shall accept the site as he trash, rubbish 1. METER PIT COVER. 20x36 ST D METER BOX COVER. FORD # MC -36 -T thoroughly, taking care not to disturb the pipe. For the which shall result in a smooth coating, 2. Aggregates: Conforming to ASTM C -33 finds it and shall remove all and debris from the site. prior to starting remaining trench depth, backfill with earth or tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting 3. Water - Shall be clear and free from excavation. 2. COPPER SETTERS FORD 11/2" - VBB76- 186 -44 -66 granular material containing stones or rocks not larger than 4 inches. Backfill under and within ASTM A -48 latest revision. injurious amounts of oils, acids, alkalies, 2" - VBB77- 18B- -44 -77 5 of walks, parking areas, driveways and streets organic materials or other deleterious B. Work not included: The following items of MUELLER 11/2" -B -2423 18" �� shall be granular material only - thoroughly 3. Joints - Manhole sections shall be jointed substances. related work are specified and included in other p �� MUELLER 2 -B -2423 18 compacted, by approved methods. with rubber type gaskets. The rubber type sections of these specifications: 3. METER PIT 36 x 36 - FRATCO METER PITS. gaskets shall meet ASTM C -443 latest B. Welded Steel Wire Fabric - Where required for for 36" - LENGTH OF N -12 OR EQUAL. H. Flow Channels - The flow channels within manholes revision. concrete reinforcement shall conform to ASTM A185. 1. Excavation, grading and backfilling utility lines shall be an integral part of the precast base. C. Premou Joint Filler -Shall be of non 4. SERVICE LINE. ALL 11/2 AND 2 SERVICE LINES MUST BE COPPER. The channels shall be shaped and formed for a C. SUBDRAINS -extruding ng type meeting ASTM D -544 except that 2. Storm drainage systems 5. BALL TYPE CURB STOP. MUST HAVE COMPRESSION TYPE FITTINGS ON clean transition with proper hydraulics to allow the smooth conveyance of flow through the manhole. premoulded joint filler used in concrete walk BOTH ENDS AND BE SUPPORTED BY A CONCRETE BLOCK. The bench wall shall be formed to the crown of the 1. Perforated plastic pipe subdrains shall construction may be either non - extruding or 3. Sanitary sewer systems Mueller- 25155 -3, Ford- 11/2" B44 -666 2" B44 -7/7. inlet and outlet pipes to form a "U" shaped conform to ASTM F -405. resilient. 4. Streets and paving 6. SERVICE BOX with SERVICE BOX ROD. DEPTH OF BURY WILL VARY. channel. The bench wall shall slope back from the crown at 1/2 inch per foot to the manhole wall. 3. APPLICATION D. Bituminous Pavement Materials All materials proposed far the construction of f bituminous , 5. Water supply system 7. CORPORATION STOP. CORPORATION STOP SHOULD BE TAPPED DIRECTLY I. Infiltration - The contractor shall furnish A. Permits and Codes - The contractor's bid on pavements shall comply with the Indiana Department Transportation latest BENCH MARKS TO THE WATER MAIN AT THE HORIZONAL POSITION 3 O'CLOCK. 11/2 " - necessary equipment to test sewers for contractor's bid on the work covered herein shall of specifications, per 2. 2" DUCTAL IRON or PLASTIC- repair clamp with Threaded 11/2" or 2 ". infiltration. Infiltration rates shall not exceed be based upon the drawings and specifications and compliance with all applicable codes and revision. Maintain carefully all bench marks, monuments and other SMITH -BLAIR # 238 FULL CIRCLE REPAIR CLAMP SINGLE BAND the Local Standards. All sanitary sewer lines completion will be required to pass a low regulations as amended by any waivers. Contractor E. Compacted Aggregate Subbase: Shall be crushed reference points; if disturbed or destroyed, contractor upon pressure air test, unless otherwise directed by shall furnish all bonds necessary to get permits stone or gravel. Crushed gravel shall be a shall contact engineer. NOTES lines couplings only. Aqua Source. Said test shall be conducted for cuts and connections to existing sewers. minimum of 35% crushed material. Chert shall be Material 3. REMOVAL OF TREES 1. Service require compression n 2. No meter pit shall be installed in a traffic area, driveway, or side walk. according to NCPI Standard Method, and shall be �� B. Local Standards - the term Local Standards as limited to a maximum of 8% of the total. shall be free from an excess of flat, elongated, 3. There shall be no buried joints couplings, except for the corporation witnessed by an inspector authorized by Aqua Source. Infiltration under test shall not exceed 100 gallons used herein means the standards of design and thinly laminated, soft or disintegrated pieces; A. Remove all trees and stumps from area to be stop on the per inch of inside diameter of sewer pipe per mile construction of the respective municipal and shall be free from fragments coated with dirt. occupied by road and surfaced areas. Removal of be done 4. Main and the curb stop valve. final The meter of sewer in 24 hours and inclusive of all department or utility company. Compacted aggregate shall be graded as follows: trees outside these areas shall only as 5. Care should be taken when establishing grade. pit appurtenances within the section being tested such noted on drawings or approved by the Owner. cover is 6. expected to be at grade. Using bricks or blocks to raise the meter pit as manholes, house connections, etc. C. Existing Improvements - Maintain in operating SIEVE SIZE %PASSING B. All brush, stumps, wood and other refuse from the cover will not be accepted. condition all active utilities, sewers and other drains encountered in the sewer installation. 1 -1 /2" 100 site shall be buried onsite or removed to disposal 7. Any questions should be directed to the Carmel Water Distribution J. Flushing Sewers -Flush all sanitary sewers except Repair to the satisfaction of the owner any damage ill " areas off of the site. Disposal by burning shall not Department at building sewers with water to obtain free flow to existing active improvements. See also Earthwork 3/4" 70 -90 be permitted unless proper permits are obtained 571 -2648. through each line. Remove all silt and trash from Note 6. C. 1/2" 55 -80 (where applicable). The location of on site bury appurtenances just prior to acceptance of work. #4 35 -60 pits shall be designated by the owner or the D. Workmanship - To conform to all local, state and #8 25 -50 Engineer. K. Plastic Sewer Pipe Installation - Plastic sewer national codes and to be approved by all local and #30 12 -30 pipe shall be installed in a accordance with ASTM state agencies having jurisdiction. #200 5-10 4. PROTECTION OF TREES D2321 per latest revision and no plastic pipe shall exceed a deflection of 5 %. E. Trenching - Lay all pipe in open trenches, except 3. APPLICATION A. General Protection: The Contractor shall be SANITARY SEWER SYSTEMS when the local authority gives written permission responsible for the protection of tops, trunks L. Storm Water Connections - No roof drains, footing for tunneling. Open the trench sufficient ahead A. Grading - Do any necessary grading in addition to and roots of existing trees on the project site drains and /or surface water drains may be of pipelaying to reveal any obstructions. The that performed in accordance with Earthwork that are to remain. Existing trees subject to 1. SCOPE OF WORK connected to the sanitary sewer systems, including width of the trench shall be the inside pipe Section, to bring subgrades, after final construction damage shall be boxed, fenced or temporary connections during construction. diameter plus 24 inches for 12 inches above the compaction, to the required grades and sections otherwise protected before any work is started; The work under this section includes all sanitary pipe. Sheet and brace trench as necessary to for site improvement. do not stockpile within branch spread. Remove branches injury to trunks and sewers, manholes, cleanouts and related hems including M. Waterline Crossing - Waterlines and sanitary sewers protect workmen and adjacent structures. All interfering without excavating and backfilling, necessary to complete the shall maintain a minimum of 10 foot horizontal trenching to comply with Occupational Safety and B. Preparation of Subgrade - Remove spongy and cover scars with tree paint. work shown in the drawings, starting five feet outside separation and a minimum 18 inches of clearance Health Administration Standards. Keep trenches otherwise unsuitable material and replace with the building walls. The ends of sewers shall be between pipes at crossings. Otherwise, sanitary free from water while construction is in progress. stable material. No traffic will be allowed on 5. HANDLING OF TOPSOIL tightly plugged or capped at the terminal points, sewer within 10 feet of waterlines shall be Under no circumstances lay pipe or appurtenances prepared subgrade prior to paving. to be adjacent to buildings, pending the connecting of all constructed of water works grade Ductile Pipe in standing water. Conduct the discharge from A. Remove all organic material from the areas such lines to the building drain as specified in the mechanical joints and fittings. trench dewatering to drains or natural drainage C. Compaction of Subgrade - The first 6 inches below occupied by buildings, roads, walks and parking plumbing specifications and architectural drawings. channels. the subgrade shall be compacted to at least 100% areas. Pile and store topsoil at a location N. Utilities - It shall be the responsibility of of the maximum dry density as determined by the where it will not interfere with construction 2. MATERIALS each contractor to verify all existing utilities F. Special Supports - Whenever in the opinion of the provisions of AASHO T -99. Water shall be operations. Topsoil shall be reasonably free and conditions pertaining to his phase of the Engineer the soil at or below the pipe grade is prevented from standing on the compacted subgrade. from subsoil, debris, weeds, grass, stones, ect. A. Sanitary Sewers work. It shall also be the contractors unsuitable for supporting sewers and appurtenances responsibility to contact the owners of the specified in this section, such special support, D. Utility Structures - Check for correct elevation B. After completion of site grading and subsurface 1. All gravity plastic sewer pipe and fittings 9 y P P P g various utilities before work is started. The in addition to those shown or specified, shall be of all manhole covers, valve boxes and similar utility installation, top soil shall be replaced shall conform to ASTM D3034 with a cell contractor shall notify in writing the owners and provided as the Engineer may direct, and the structures located within areas to be paved, and in areas designated on the erosion control plan classification of 12454 C. Flexible the engineer of any changes, errors or omissions contract will be adjusted. make, or have made, any necessary adjustments in for seeding and /or sodding. Any remaining top gasketed compression joints shall be u::ed found on these plans or in the field before work such structures. soil shall be used for finished grading around for PVC pipe. No solvent cement is started or resumed. G. Backfilling - for a depth of at least 12 inches structures and landscaping areas. joints shall be allowed. above the top of the pipe, backfill with earth or E. Placing Concrete 0. Service Laterals - Individual building service lines shall be 6" in diameter and of material equal to granular material free from large stones, rock 1. Subgrade - Place concrete only on a moist, 6. DISPOSITION OF UTILITIES: 3. APPLICATION that specified in 2A of this section. Service fragments, roots or sod. Tamp this backfill compacted subgrade or base free from loose A. Permits and Codes -The contractor's bid on lines shall be connected to the main sewer by a thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with material. Place no concrete on a muddy or A. Rules and regulations governing the respective contractors bid on the work covered herein shall wye at locations generally shown within these earth or material containing stones or frozen subgrade. utilities shall be observed in executing all work be based upon the drawings and specifications plans. Service lines shall be extended and granular . rocks not larger than 4 inches Backfill under under this section. and compliance with all applicable nodes and capped at a point 5 feet beyond the building and within 5 of walks, parking areas, driveways 2. Forms - All forms shall be free from warp, B. If active utilities are encountered but not shown regulations as amended by any waivers. Contractor furnish bonds necessary o et face. Sewer service lines shall be marked with a post extending 2 feet above grade. and street shall be granular material only - tight enough to prevent leakage and substantial enough to maintain their shape on the drawings, the Engineer shall be advised shall all permits y S P for cuts and connections to existing sewers. thoroughly compacted by approved methods. and position without springing or settling, before work is continued. when concrete is placed. Forms shall be H. Manhole Inverts - Construct manhole flow channels clean and smooth immediately before C. Inactive and abandoned utilities encountered in B. Local Standards - The term "local standards" as P. Manhole Testing - All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section 720. 0 -rings of concrete sewer pipe or brick smoothly finished and of semi - circular section conforming to the concreting. excavating and grading operations shall be reported to the Engineer. They shall be removed, used herein means the standards of design and shall conform to C -443. Kent Seal or equivalent shall also be applied inside diameter of the connecting sewers. Make plugged or capped as directed by the Utility construction of the respective municipal to all joints and between riser rings and castings. Manhole step changes in size or grade gradually and changes in 3 Placing Concrete Concrete shall be . Company and the Engineer. department or utility company. spacing shall be no more than 16- inches. Manholes shall be air direction by true curves. Provide such channels deposited so as to require as little t tested for leakage in accordance with ASTM C1244 -93, Standard Test for all connecting sewers at each manhole. rehandling as practicable. When concrete is D. It shall be the responsibility of each contractor City of Carmel Method for Concrete Sewer Manholes by the Negative Air Pressure be placed at an atmospheric temperature of to verify all existing utilties and conditions (Vacuum) Test. I. Subdrains - All subdrains shall be of the size 3 degrees F. or less, paragraph of pertaining to his phase of the work. It shall shown on the plans and shall be constructed to the Transportation the Indiana Department of Transporrtatio th also be the contractors responsibility to contact A. Installation and operation of vacuum equipment and indicating grades shown. Specifications latest revision shall be the owners of the various utilities before work devices must be in accordance with manufacturers recommendations followed. is and performance specifications which have been provided by the started. manufacturer and accepted by the Engineer. The vacuum equipment J. Utilities - It shall be the responsibility of each F. Concrete Curb 7. SITE GRADING: must be capable of testing the entire manhole, including the casting contractor to verify all existing utilities and and riser rings. conditions pertaining to his phase of the work. 1. Expansion Joints - Shall be 1/2 inch thick A. Grades: Contractor shall perform all cutting, It shall also be the contractors responsibility to premoulded between storm structures & curb. filling, compacting of fills and rough grading B. With the vacuum tester set in place: contact the owners of the various utilities before required to bring entire project area to grade as 1. Connect the vacuum pump to the outlet port with the valve work is started. The contractor shall notify in 2. Contraction /Control Joints - Unless otherwise shown on the drawings. open. writing the owners or the engineer of any changes, provided, contraction joints shall be sawed 2. Draw a vacuum of ten (10) inches of Hg. and close the errors or omissions found on these plans or in the or scored joints spaced 10 feet on center, except for B. Rough Grading: the tolerance for paved areas valve. field before work is started or resumed. intersection radii where joints shall be placed 5' e.c. shall not exceed 0.04 feet plus or minus above TABLE 1 the established subgrade. All other areas shall C. Accepted standards for leakage will be established from the K. Contractor to grout joints inside storm 3. Finish - Tamp and screed concrete as soon as not exceed 0.10 feet plus or minus the elapsed time for a negative pressure change from ten (10) inches structures where pipes enter or exit placed, and fill any honey combed places. established grade. All banks and other breaks in MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig to nine (9) inches of mercury. The maximum allowable leakage rate and between structure and casting. Finish square corners to 1/4" radius and grade shall be rounded at top and bottom. Adjust for a four (4) foot diameter manhole must be in accordance with other corners to radii shown. subgrade elevations for topsoil thickness for areas DROP FOR SIZE AND LENGTH OF PIPE INDICATED the following: receiving topsoil and seed. G. Concrete Walks and Exterior Steps Minimum Elapsed Time for a C. Compaction Requirements: Manhole Depth Pressure Change of 1 Inch Ha 1. Slopes - Provide 1/4 inch per foot cross 10 feet or less 60 seconds slope. Make adjustments in slopes at walk 1. All building pad areas shall be compacted to pipe Minimum Length for Time for >10 feet but <15 feet 75 seconds intersections as necessary to provide proper standards specified by local and /or state Diameter Time, Minimum Longer Specification Time for Length (L) Shown, min:s >15 feet but <25 feet 90 seconds drainage. building codes. Minimum compaction shall In. min:s Time, ft Length, S be 100% of Standard Proctor Density. 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft For manholes five (5) feet in diameter, add an additional fifteen (15) 2. Dimensions - Walks and steps shall be orie 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 seconds and for manholes six (6) feet in diameter, add an additional course construction and of widths and details 2. For compaction requirements of paved areas, 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 thirty (30) seconds to the time requirements for four (4) foot shown on the drawings. see street specifications. 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 diameter manholes. For all manholes deeper than twenty -five (25) 3. Finish - Screed concrete and trowel with a 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 feet, the Engineer will determine the applicable minimum elapsed time. steel trowel to a hard dense surface after 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 surface water has disappeared. Apply medium 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 D. If the manhole fails the test, necessary repairs must be made and broom finish and scribe control joints at 5 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 the vacuum test and repairs must be repeated until the manhole o foot spacing. Provide 1/2" expansion jo ints 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 passes the test. where sidewalks intersect, and at a maximum 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 E. If manhole joint sealants are pulled out during the vacuum test, spacing of 48 feet between expansion joints. 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 the manhole must be disassembled and the joint sealants replaced. 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124 :38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 F. Manholes will be subject to visual inspection with all visual leaks 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 being repaired. z 0 V) w Of GISTS No. PE19500260 = STATE OF /'JJJJJJlllrrW DATE- '0 THIS DRAWING AND THE IDEA S, DE GNS 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. (2005) Schneider 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering _ co o CC) co co Q Z E/1 Z Z x �I E-� Q E--i F-i W V� �I CO � W x LO co LO M W �' �.0 MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL IN YARD AREAS, B ALL LAWN AREAS SHALL BE 100% TURF TYPE TALL FESCUE COMMON NAME (BLEND 3 IMPROVED VARIETIES) SEED AT 7LBS, /1000 SQUARE FEET, -- OR AR ACER RUBRUM PARKING LOT PERIMETER: SLID (SOD FARM MATERIAL TO BE APPROVED BY OWNER) �3 IMPORT PULVERIZED TOPSOIL TO PREP ALL BED AREAS, 0 MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BLDG'S, e INSTALL HAYDITE GRAVEL AT 3" DEEP, 0 INSTALL ALUMINUM EDGING MALUS SSP. 'CENTZAM' _ �1 NOTEi STAKE & GUY TREES AS SHOWN IF SITE CONDITIONS DICTATE, 3, 10 GUAGE STEEL GUY WIRES EVENLY SPACED TREE PROTECTOR ROLL BACK TOP 1/3 7 TREE WRAP BURLAP, AND REMOVE ALL BINDERS WEED FABRICS NONWOVEN NEEDLE PUNCHED, 5 OUNCE PLACE ROOT FLARE OR GREATER, WATER V -2' HIGHER THAN 6' LAYER OF SHREDDED FINISHED GRADE HARDWOOD MULCH EARTH SAUCER PRE- EMERGANCE HERBICIDE A PLANTING BED - ---,tee e e e en ° °eon o e ewe. °°\e AA ° a ca�, FI NISH GRADE O A 311 J L. PREPARED PLANTING BED SO]L SHALL BE I 4 2 PARTS PEAT M ❑SS, 2 SCARIFY PIT SIDES PARTS COMPOSTED MANURE AND BOTTOM NO 1 PART COURSE CUT SAND' r 7 7, '" < ; ;t ', LESS THAN 2 DEEP AND 2 PARTS ORIGINAL TOP SOIL _ _ I EXISTING SUBSOIL 3, #3 DIA. X 5' BENT j 1 I I I !( —) I I I OR COMPACTED REINFORCING BAR BACKFILL ANCHORS PLACED ROOT BALL INTO UNDISTURBED DIAMETER SUB GRADE SOIL 3 X ROUT BALL DIAMETER SHADE -_rRLE PLANTINC7*, DETAIL (NCI SCALE) ROLL BACK TOP 1/3 BURLAP, AND WEED FABRIC, NONWOVEN CUT ALL TWINE NEEDLE PUNCHED, 5 OUNCE AND WIRE OR GREATER, VATER G G r CJ PERMEABLE PLACE ROOT FLARE G EGG G 1`2' HIGHER THAN C, G CC, G• 6' LAYER CIF' SHREDDED FINISHED GRADE GG vG���� G G HARDWOOD MULCH EARTH SAUCER `JN^ G Ct PRE- EMERGANCE HERBICIDE G FINISH GRADE PLANTING BED —fie e e e eae ° °e ° AQ e a °eye e° A° p AAA PREPARED PLANTING -I BED SOIL SHALL BE 2 PARTS PEAT MOSS, 2 I��._._ ._.. -� } I SCARIFY PIT SIDES PARTS COMPOSTED MANURE AND BOTTOM NO 1 PART COURSE CUT SAND "' °`""'° ""' —i LESS THAN 2' DEEP AND 2 PARTS ORIGINAL TOP SOIL I SUBSOIL COMPACTED OR BACKFILL 3' LAYER OF COMPACTED DIAMETER TOPSOIL BACKFILL 2 X ROOT BALL DIAMETER SHRUB S ry ALL TR E P N1 G D ET A* I I (NO 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 i + i i , 2 I I I 4 BB 9 1 JH 2 r MC 6 MSG r� i I 4 JH 1 � MC , 2 NN " w ^ Q ` or CD CD CD z 4 BB 9 JH 2 l NO PLANT LIST (Parcel 2 only) F_ Y 1 q T1 ICI r_ R' A q P 1---I A I T 111 A I k/ FU I U ITC r n Hoc L E_Ar HIV JI IJIN QUANTITY 146th ST PARKING BUILDING ABBR..___ BOTANICAL NAME � COMMON NAME SIZE REMARKS SHRUBS ( BUFFER -- FDTN AR ACER RUBRUM PARKING LOT PERIMETER: 2 1 .- RED MAPLE - 2.5 ":_B &B: EVENLY MATCHED g - 2 MS _ MALUS SSP. SARGENTII SARGENT CRAB 1.5" B &B: WHITE FLOWER - - 13 1 MC MALUS SSP. 'CENTZAM' _ CENTURIAN CRABAPPLE 1.5 : B &B: FLOWER -- - 3_ AM _AMELANCHIER X GRANDIFLORA 'AUT. BRILLIANCE' _ _ AUTUMN BRILLIANCE SERVICEBERR_Y _RED _ 6' CLP: B &B _ WHITE FLOWER 1 - - - _ Y 12 - BX S_J BUXUS X 'GREEN VELVET'- __ -._ - -� _ SPIRAEA JAPONICA 'LITTLE PRINCESS' _ rPHYSOCARPUS GREEN VELVET BOXWOOD -- LITTLE PRINCESS SPIREA __ 18" B/B 3 GAL.: ROSE- PINK�FLOWERS - Y 10 2 8 NN CAPITATUS DIABLO NINEBARK -� 5 GAL.: D_K. RED LEAF: WHITE FLOWER- 22 - 21 CP CHAMAECYPARIS- PISIFERA' FILIFERA AUREA NANA DF. GOLD THREAD LEAF CYPRESS 3 GAL.: MOPS: YELLOW_ LEAF _ 11 7 BB EUONYMUS ALATA ' COMPACTA' _ DWARF BURNING BUSH 24" b /b.: 3' O.0 �7 - 1 37 TW TAXUS X MEDIA WARDII - _ _ WARD'S YEW 24' b /b_ 13 GAL.: 3' O.C_ - - 10 BT BERBERIS THUNBERGII 'ATROPLIRPUREI NANA' CRIMSON PYGMY BARBERRY - 6 - MSG MISCANTHUS SINENSIS 'GRACILLIMUS' MAIDEN GRASS 3 GAL. (4' MAX HT.) _ ^A _ 26 38 - JH JUNIPERUS CH. 'OLD GOLD _ JUNIPERUS CONFERTA 'BLUE PACIFIC' _ _ _ N OLD GOLD JUNIPER 3 GAL.: 3' O.0 - - - JC BLUE PACIFIC JUNIPER 3 GAL.: 3' 0.0 �- - - 7 N G ILEX GLAB R A ' C H AM ZI N' NORDIC I N K B ER R Y 3" GAL.: 3' O.0 - - - MSA MISCANTHUS SINENSIS 'ADAGIO' ADAGIO MAIDEN GRASS 1 GAL.: 3'0.0 - - 40 EFC EOUNYMUS FORTUNEI 'COLORATUS' PURPLE LEAF WINTERCREEPER 1 GAL.: 3' O.0 -- - - S SPIRAEA X BUMALDA 'GOLD FLAME' GOLD FLAME SPIREA 2 GAL.: 3' O.0 DL HEMEROCALLIS X cv. STELLA D'ORO DAYLILY 1 GAL.: 3' O.0 - 21 7 5 LANDSCAPE ZONING DATA PLANTING STANDARDS _... F FORMULA 146th St BUFFER: TREES ( (4 per 100 If of Perimeter) SHRUBS ( (30 per 100 If of Perimeter) COMMENTS 1 1) Bldg. Landscape counts in 146th St Buffer. 2) 1 Shade tree == 2 evergreen trees PARKING LOT PERIMETER: TREES ( (4 -Sh or 3 -Ev or 3 -Orn per 100 If of perlmter parking) SHRUBS ( (24 per 100 If of perimeter parking) COMMENTS 1 1) 146th St. Buffer exempt from Perimter rqmt. FOUNDATION PLANTINGS: TREES ( (Total LF of Perimter of Bldg. divided by 50) SHRUBS ( (50% of the length of 3 -sides of Bldg.) COMMENTS 1 1) North wall of Bldg. counts in 146th St. Buffer Standards. -1 PROT 2) Shrubs planted within 10' of foundation and Trees planted within 30'. w' 3) Tree groupings per developer. 1 �I 1jj I h 4) Internal parking landscaping shall occur at islands, penninsulas, entries. DATA r FORMULA _ R REQUIRED P PROPOSED C CREDITS 146TH STREET -� �W TREES ((350 If /100 If) X 4 trees) = 1 14 1 14 - - SHRUBS ( ((350 If / 100 If) X 30 shrubs) = 1 105 1 105 - ` 7 -PARKING LOT PERIMETER-. , - I 1 I , PLANT RQMT. (Sh) Shade Tree = 2 1/2 1p cal. (Ev) Evergreen Tree = 6' Height (Orn) Ornamental Tree = 1 1/2 31 cal. Shrubs = 24" Ht. at Planting N OTES TREES ((80 (2) x 117.3(2)) / 50) = 14 8 6 -146th St. Buffer Tree within 30 of bldg SHRUBS - _ 50% of 3 Sides of Bldg. = 50% 2 -sides 50% 2 -sides 146th Side count in credits GENERAL NOTES 1. IN Cf,SE OF DISCREPANCIES BETWEEN T yE PLAN AND THE PLANT LIST, 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 `111TH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERA T IONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. II= PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTFY 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 EDl ilON, 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 POR11ON 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 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% 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 OPERA T IONS. 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 LITTER. SOIL PARTICULATES NOT TO EXCEED 1/4 It 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 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 WI T H 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 2% 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 UNDEL-7RSTORNY TREE EVERGREEN TREE EVERGREEN TREE . 0 :DECIDUOUS SHRUBS W in ,- On g Compan y 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 CI-eei< Twp. Hamilton County -ii , { > _ f •. s These drawings and specifications are the property and copyright of the Designer and shall not be used on any-other work except by written agreement with the Designer. Date MARCH 13, 2006 Revisions No. LA29400017 S-) { T E LANDSCAPE PLAN Sheet ��oo 2 iF o .r 1, �k MS I' I rl r I 1 I 7 BB �I I r L i !I I I f I �i t SIAW } 11 �I -1 PROT w' L J 1 �I 1jj I h 0--) 00 _. 00 ` 7 , - I 1 I , PLANT RQMT. (Sh) Shade Tree = 2 1/2 1p cal. (Ev) Evergreen Tree = 6' Height (Orn) Ornamental Tree = 1 1/2 31 cal. Shrubs = 24" Ht. at Planting N OTES TREES ((80 (2) x 117.3(2)) / 50) = 14 8 6 -146th St. Buffer Tree within 30 of bldg SHRUBS - _ 50% of 3 Sides of Bldg. = 50% 2 -sides 50% 2 -sides 146th Side count in credits GENERAL NOTES 1. IN Cf,SE OF DISCREPANCIES BETWEEN T yE PLAN AND THE PLANT LIST, 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 `111TH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERA T IONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. II= PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTFY 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 EDl ilON, 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 POR11ON 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 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% 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 OPERA T IONS. 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 LITTER. SOIL PARTICULATES NOT TO EXCEED 1/4 It 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 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 WI T H 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 2% 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 UNDEL-7RSTORNY TREE EVERGREEN TREE EVERGREEN TREE . 0 :DECIDUOUS SHRUBS W in ,- On g Compan y 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 CI-eei< Twp. Hamilton County -ii , { > _ f •. s These drawings and specifications are the property and copyright of the Designer and shall not be used on any-other work except by written agreement with the Designer. 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A' I 35M f , 10/ „,� I 20' UTILITY EASEMENT (PER PLAT) o c�0• "''• i�' 1 ;fit °,4 ( N 280.21' � \ Based on the information provided,, all dimensions and lumingire locations shown represent recommended positions. The engineer and/or architect must . determine applicability of the layout to existing or future field conditions. This li h ti at er re res ts illumination levels . 1 latgd rom laboratQr atq P i eerin octet taken a on rot e o i to s in accor once wvi umina ire Ei� q y � r due to a r ve ,me o 5. c a o an man a urer s u i m Yq v is ion in a ec rical •vo a ger,Qrmance. toierance in lam s, an 0 er varia a 1're?d i co di tto s. g SITE LIGHTING NOTES: 1. ALL POLES ARE 20' TALL MOUNTED ON PEDISTALS 2' ABOVE GRADE. BASES BY OTHERS. 2. LIGHT LEVELS ARE MAINTAINED WITH A .80 LIGHT LOSS FACTOR AND CALCULATED AT GRADE. 3. E.C. SHALL VERIFY EXISTING POLE HEIGHT AND FIXTURE TYPE PRIOR TO ORDER - THEY ARE TO MATCH EXISTING - NO EXCEPTIONS. CBMC INC,. 5855 KOPETSKY DRIVE SUITE G INDIANAPOLIS IN 46217 LIGHTING LAYOUT FOR 146TH & HAZEL DALE / ' USE � 3 tlli - L u m i n a l r e Schedule 03-13-06 BY,,W,CP, Pro ecti All Projects inf o@cbmcinc,com Symbol Qty Label Arrangement Lumens LLF Descrl tion - 4 SL5 SINGLE 32000 0,800 PTH 5 400 MHR F & 5SQB0- S11G -20 -S -5BC 1 SL3 SINGLE 32000 0,800 PTH 3 400 MHR F & 5SQB0 -S11G - 20 -S - 5BC Numeric Summary Pro ecti All Projects Label C�xlcT a Units Avg Max Min Av /Min Max /Min , loti Illuminance Fc 1,60 7.1 0.0 0100 0100 i ,,,.s,,,.. / ;,; "IT'S THE LAW" «„ 5,,,.,. 1 3, s buU •TWIT X111. 0 ex /ti' /%/% ��%/ �////%/ i��,,,,,,,,,,,.,,,,,,, ww„ w„ �/ i// �i%/ �/ �//// �%% �/%,,..,,,„ w,,,, w,,, w.,,,,,,,,, ,,,,,,,,,"., %ii� / / /��ii / / /ii /// iii%/%/ ii//// 6/,,,«,,,. �,,,,,,,, w„ w,,..",,,.«..,,,,,,,,,,.,, �,,..,,.,,, ,,,,,,,,.«,w..,,,.•,,..,.,.w.us _ .. - ,..... , - ., . ;1r`,,,A P H IC S C A L E ss ''1 I ST/4`101/ !� s {s fi si i 4 i► F f54 ES 4i� i 3 S j £ I i # / 'a � ,„„ •,r ,•,,•• �•, � wrnwi,„inw r,,,wwm „rwv.� m«„i, +wvrr" If EAST 14FEE �x,�o//��uH v /i/„ 4 D� .k a/� � k i iiiaair.. aiiWixrc y N. 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A' I 35M f , 10/ „,� I 20' UTILITY EASEMENT (PER PLAT) o c�0• "''• i�' 1 ;fit °,4 ( N 280.21' � \ Based on the information provided,, all dimensions and lumingire locations shown represent recommended positions. The engineer and/or architect must . determine applicability of the layout to existing or future field conditions. This li h ti at er re res ts illumination levels . 1 latgd rom laboratQr atq P i eerin octet taken a on rot e o i to s in accor once wvi umina ire Ei� q y � r due to a r ve ,me o 5. c a o an man a urer s u i m Yq v is ion in a ec rical •vo a ger,Qrmance. toierance in lam s, an 0 er varia a 1're?d i co di tto s. g SITE LIGHTING NOTES: 1. ALL POLES ARE 20' TALL MOUNTED ON PEDISTALS 2' ABOVE GRADE. BASES BY OTHERS. 2. LIGHT LEVELS ARE MAINTAINED WITH A .80 LIGHT LOSS FACTOR AND CALCULATED AT GRADE. 3. E.C. SHALL VERIFY EXISTING POLE HEIGHT AND FIXTURE TYPE PRIOR TO ORDER - THEY ARE TO MATCH EXISTING - NO EXCEPTIONS. CBMC INC,. 5855 KOPETSKY DRIVE SUITE G INDIANAPOLIS IN 46217 Tel, 317- 780 -8350 Fax, 317 - 780 -8355 LIGHTING LAYOUT FOR 146TH & HAZEL DALE SITE LIGHTING 3TARTING DATE- 03-13-06 BY,,W,CP, inf o@cbmcinc,com THIS DRAINING 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. 3 C r COPYRIGHTED BY THE SCHNEIDER E DE R CORP 2G0� z� ✓ .y x a- x 5 h t 5C nei e A s s' / i s /' f C y i"', E Z Historic stor c 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 j GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture E Transportation Engineering DATE: PROJECT NO.: 0 3 2.0 DRAWN BY: CHECKED BY: SHEET TITLE: DRAWING FILES: S: \3k \3462 \006 \dwgs \from Lighting & Landscape \d XREF: S: \3k \3462 \006 \dwgs \TR1e1 .dwg SHEET NO.: A