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06090013-23 Civil Construction Plans Preliminary NFC Rcv. 7/14/2006 DOCS
0 U C)q DO 13 -Z3 n lechas h QI�Cl�1 �v�1�11� MOT TO SCALE -h9- Y W zz Z O ><=D N Lijm ►1 1 �L n F r ZONED 11g Jj -.01 PROPOSED PWNG 1 EXISTING BUILDING (NOT INCLUDED) SI E C WE SCALE: 1" =100' i �I IT' AP NOT TO SCALE G av \ -oa S �.r T 6-T-H-STO T_ IE; CD SEC. 7, T1 7N, R3E FACILi� _ 12 �� no no I �R � Q �R � O ��� o �0 [rt1D IDTE �ELC�PE�: BILL ESTES LHE . I C. 4705 W. 96TH STREET INDIANAPOLIS, IN 46268 PH: 317 - 874-4702 CONTACT: Bill Leonard, EMAIL: [5illL@billestes.com � 114®= 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 C as said tract plots by scale on Community Panel Number 180081 0011 C (panel not printed: area in Zone C) per the Flood Insurance Rate Maps for the City of Carmel, Hamilton County, Indiana (maps dated May 19, 1981 revised). The said area remains in the Zone C, therefore, the updated panel was not printed in February 19, 2003. The subject tract is 82 (business district) and I1(industrial district). HD0XC=F]7 REVISIONS: DATE: BY: DESCRIPTION: PROJECT ENGINEER: GEM CHECKED BY: ALF Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: Wry E. Murray�/P.E. E —MAIL ADDRESS: gmurray @schneidercorp.com 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 L,R IN PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION I B I El q C H-H h 62 k 2:PI � ,M The horizontal and vertical location data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. The coordinate values shown ore in the Indiana State Plane Coordinate System East Zone on the 1983 North American Datum utilizing the Continuously Operating Reference Stations (COBS) adjustment as determined by NGS (NAD 83 (CORS 96)(EPOCH 2002 -000). Elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). T.B.M. #1: Set railroad spike 1 foot above ground, south side of IPL PWP stamped #16- 158 —A. Elevation = 882.98 T.B.M. #2: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #9- 158 —A. Elevation = 884.16 T.B.M. #3: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #6- 158 —A. Elevation = 884.02 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. DATE: W DATE CHECKED: 06/29/0 © 2006, The Schneider Corporation JOB No. 3502.003 K110.4 FIDE NAME: S: \3k \3502 \003 \dwgs \C100.dwg SHEET OF 15 INDEX DESCRIPTION COVER SHEET SHEET No. C100 ONE TOPOGRAPHICAL SURVEY D101 DEMOLITION PLAN C101 SITE PLAN C102 SITE GRADING PLAN C103 SITE UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803—C805 GENERAL DETAILS C901 SPECIFICATIONS L101 LANDSCAPING PLAN 8c DETAILS L801 LANDSCAPING DETAILS & SPECS Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: Wry E. Murray�/P.E. E —MAIL ADDRESS: gmurray @schneidercorp.com 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 L,R IN PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION I B I El q C H-H h 62 k 2:PI � ,M The horizontal and vertical location data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. The coordinate values shown ore in the Indiana State Plane Coordinate System East Zone on the 1983 North American Datum utilizing the Continuously Operating Reference Stations (COBS) adjustment as determined by NGS (NAD 83 (CORS 96)(EPOCH 2002 -000). Elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). T.B.M. #1: Set railroad spike 1 foot above ground, south side of IPL PWP stamped #16- 158 —A. Elevation = 882.98 T.B.M. #2: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #9- 158 —A. Elevation = 884.16 T.B.M. #3: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #6- 158 —A. Elevation = 884.02 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. DATE: W DATE CHECKED: 06/29/0 © 2006, The Schneider Corporation JOB No. 3502.003 K110.4 FIDE NAME: S: \3k \3502 \003 \dwgs \C100.dwg SHEET OF 15 ,R Cti b% `6' 91111111% 11 i.0112 ff The horizontal and vertical location data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. The coordinate values shown are in the Indiana State Plane Coordinate System East Zone on the 1983 North American Datum utilizing the Continuously Operating Reference Stations (COBS) adjustment as determined by NGS (NAD 83 (CORS 96) (EPOCH 2002 -000). Elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). T.B.M. #1: Set railroad spike 1 foot above ground, south side of IPL PWP stamped #16- 158 -A. Pv �b��,g . -o } I- r-' r-' r-• r .-� i-� r-� r• �� r� r� r•� r..r rte.-' �,.�r �r �_' r....s ..'.- �('\ ,I eat- -- ---- - -._ - --Y- ,0R - •� � �w� TABLE OF SANITARY STRUCTURES SAN. M.H. OD SAN. M.H. T.C. = 885.64 CURB INLET 1 T.C. = 882.31 INV. (E)(8 "PVC)= 875.11 23 C INV. (N)(10 "PVC)= 875.9! 28 C CURB INLET 3 INV. (S)(6 "PVC)= 876.13 BJ SAN. M.H. 3S S STORM INLET 4 T.C. = 883.32 EO SAN. M.H. INV. (W)(8 "PVC)= 874.29 T.C. = 879.58 INV. (E)(8 "PVC)= 874.07 T.C. = 883.94 T T.C.= 880.88 T FO SAN. M.H. SAN. M.H. T.C.= 881.89 T T.C. = 882.12 T.C. = 883.33 T.C. = 882.52 T INV. (W)(8 "PVC)= 873.51 T.C. = 883.89 INV. (S)(8 "PVC) = 873.50 BOUNDARY UNE % (PER RECORD DEED) 0 TABLE OF STORM STRUCTURES 1Q S STORM INLET 6 6 1 15 "CMP 1 11 C CURB INLET 1 17 C CURB INLET 2 23 C CURB INLET 2 28 C CURB INLET 3 33 S STORM M.H. 3 3S S STORM INLET 4 43 B BEEHIVE INLET _ Q INV. = 881.18 T T.C. = 883.94 T T.C.= 880.88 T T.C.= 881.21 T T.C.= 881.89 T T.C.= 882.36 T T.C. = 882.52 T T.C. = 883.89 INV. (E)(12 "RCP)= 882.01 I INV. (N)(15"RCP)= 877.33 I INV. (NW)(15 "RCP)= 877.30 I INV. (NW)(18 "RCP)= 877.85 I INV. (NE )(12 "RCP)= 879.85 I INV. (NW)(12 "P 10= 880.97 I INV. (W)(15 "RCP)= 881.34 77 B BEEHIVE INLET 1 12 S STORM M.H. 1 18 C CURB INLET I INV. (NE)(18 RCP)= 877.80 I INV. (W)(12 RCP) = 879.97 C CONNECTION UNKNOWN C INV. (S )(24 "RCP )= 881.28 a2 S STORM INLET T T.C. = 882.99 T T.C.= 882.84 T T.C.= 880.43 2 24 C CURB INLET 3 29 C CURB INLET O CONNECTION UKNOWN I 39 S STORM IN C CONNECTION UNKNOWN " - _ " _ � INV. SE 15 RCP = 876.24 T " T T.C.= 881.85 T _ I INV. NE 15 RCP = 881.49 - ( INV. (N)(PVC)= 878.66 I INV. (NW)(15 RCP)= 876.68 " " 3 34 C CURB INLET I INV. W 1 = C CONNECTION UNKNOWN INV. (W)(12 "RCP) =881.78 8 8 B BEEHIVE INLET I INV. E 18 "RCP = 876.80 I 19 S STORM M.H. „ INV. (N)(18 "RCP) = 876.53 I INV. (SE)(18 RCP) = 878.01 T T.C. = 883.02 ( CONN _CTION UNKNOWN � S SUMP P!T _ 3 S STORM INLET I INV. (W)(15 "RCP)= 877.97 1 13 C CURB lNLET I INV. (NW)(15"RCP = 875.91 I INV. (S)(15 "RCP) = 876.46 3 30 C CURB INLET I INV. (S)(8 "RCP)= 880.31 4 40 B BEEHIVE INLET T T.C.= 880.14 - T.C.= 4 I .. ) T.C. = 883.46 I INV. (W)(18 "RCP) = 875.91 T 25 S STORM M.H. I - _ _ B - " - n n - " " 2 INV. ( 35 T T RM I INV. W 12 " „ INV. (W)(12 "RCP)= 871.79 9 9 S STORM M.H. � T.C. -884.1 " " Q T.C.= 882.64 I INV. (E )(12 RCP) = 879.93 C CONNECT TO TRENCH DRAIN WITH 4 PVC INV. E 15 "RCP = 871.74 T T.C. = 883.06 1 14 C CURB INLET I 20 C CURB INLET I - 31 C CURB INLET 4 INV. (N)(8 "RCP)= 880.49 45 C CURB INLET N (N)(10 PVC) 879.55 T T.C.- 883.71 T T.C.= 880.19 T INV. (E)(UNKNOWN) =879.fi5 T T.C.= 882.31 4 41 S STORM INLET T T.C. = 885.01 O4 1 18 "RCP n INV. (E)(18 " INV. (SE)(15 RCP )= 879.01 3 3fi S STORM INLET I T.C.- 883.21 " " INV.= 881.14 ( INV. S 15 RCP =879 _ i 5 C CURB INLET 2 21 S STORM M.H. 2 26 S STORM INLET T _ I INV. S 12 RCP == 881.99 46 1 " T.C. = 880.61 T T.C.= 882.97 3 32 C CURB INLET I INV. (W)(10 RCP)= 881.03 4 42 C CURB INLET I INV.= 880.73 5Q 1 18 "RCP 1 10 C CURB INLET T 16 S STORM M.H. I INV. {S }(12 " T.C. = 882.08 4 37 S STORM INLET T T.C.- 882.98 „ „ - 8 T.C. = 882.66 I _ I 22 C CURB INLET ( 27 S STORM M.H. _ � 8 T.C.= _ _ 4 47 1 12 RCP INV. (W)(18 " T.C.= 880.58 2 _ - - INV. (S )(12nRCP)= 880.34 � �f _ T T.C. = 882.91 I � " „RCP } INV. W 12 " Q Q 4 48 2 " - Q INV.- 8$1.21 \X \1 11 Utilities: \ \1 Electric Ut'tI't H tl' 'th; d 1 8 � y o in e. wi in � Iona - 0 - 382 -5544 outside Indiana 1- 800 - 428- -5200 Certificate of Survey Indianapolis Power & Light (IPQ \% Gas 1230 West Morris Street Note �\ To the best of my knowledge and belief the within plat represents a survey made under my Vectren Energy Delivery Indianapolis, Indiana 46225 1630 North Meridian Street The nature, size and locd� ion of utilities are per plans and locations provided .by the respective utility supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code. (317 }261 -8261 p• p • • p � P y The field work for this survey was performed June 1 through June 7, 2006. The topographic data Indianapolis, Indiana 46202 companies. The above lis constitutes some, if nct all, of the utility companies which may provide (317)926 -3351 service in the area of, and \ \adjacent to, the subject project, based upon the information available was gathered using standard radial surveying techniques with an Electronic total station and data , , . Cable Television through such plans and locations, and any incidental visual inspection. All utility companies should be collector and /or using Global Positioning (GPS). Elevations on hard surfaces or structures are .. . ��Q .. . accurate to within 0.05 feet, elevations on natural surfaces are accurate to within 0.1 feet. Tele hone Insight Communications Co. notified prior to any excavati for field location of services and verification of size and nature of Contour are lot � P 15229 Stoney Creek Way services. Contours e p ted based upon interpolation of spot elevations shown hereon and are accurate to SBC Ameritech \ generally within one half contour interval. 220 North Meridian Street Noblesville, Indiana 46060 Jnnf,. 01717 -ni;Rn \ \zfl ASSUMED NORTH SCALE 1" = 40' a zo .o CI C�k �o• 24 23 +o� o + 80 r_/ r� r-i �-� �-� ,..r �/ t--� r+ r� t-+ �� ^� ^•+ �� r'� r+ r� r•r �--+ �--+ r� .-� r-.� �r �� r- +Q \ r< �-� r_� i-� r-� Y • -{ - ���. h � �-- `� J '`j• .-`� •- �(�• --•� .---� •-� .--i r...i .-i .-� r .. .--� ,-� .-� rr1 . --� r� r-+ .--i .-s r-� r.• ,-� .--� r✓ .-� r r-� ,-.i .-• .-� .-i �-. . _ .-� + �av f 1 °.\ \ �- _� �^ �� - �� r- .^. -,.. r• .---• r .-� �--� ' .-� .--• .--+ r .-� .-� .--+ i -,��\r .-� r-- .-"r r-� r-r .-� .---• ..-1 VV i- �V T 1 ZV7 -+ 1;0 - -- \ �'-� r� r-1 �-� ^� �� -' t.i �-.� r.�• (y �+ r.- -. i,-r r-� r•i r•-' i-� r•i r ...i �..r �+i t.,� �� V + ,� o,,. , � '�� FAR ORC WE 7 ONCRETE 5 o oho �o� o° �� ^�• X383 � --~- X88-- ----+ _ -- - -- -- �� + � �h �'� �° �e� 17 � 1 %° --' do h�o ��ti �� �ti `'�` ti• �� o� °�` \ 1 �- � WEST 96 TIC STREET 4 ..�� 4% ( � off` oei E \ �• 49 15 Q o .� ° o �� 1 ° , \ ���� 0 0 01 �1 X LEGEND ® ®} INLET OR CATCH BASIN © SEWER MANHOLE V TELEPHONE MANHOLE Q ACCESS COVER Q TRAFFIC MANHOLE ® WATER MANHOLE A MANHOLE ocoCLEANOUT AREA LIGHT UTILITY POLE WITH GUY WIRE AR UTILITY POLE WITH RISER FLAG POLE TRAFFIC POLE 0 UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMER cu CONDITIONING UNIT -�- UTILITY VALVE HYDRANT O WELL -"- WATER VALVE Ow WATER METER -i><- GAS VALVE OG GAS METER -u U SIGNS ® MAILBOX TREE, SHRUB BENCHMARK - SOIL BORING OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S SEWER LINE UNDERGROUND STORM SEWER UNDERGROUND SANITARY SEWER EDGE OF WOODS X X X FENCE LINE 000 FLOW LINE 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 CCU 0 0 co C�d d- 0 4J o c°Q ..�.7 cc 0 ca W o� Cnr-_I � w E==4 M C\2 ° Como z a o LL- O • LL- �. z LLJ z O� w a- U \ \zfl ASSUMED NORTH SCALE 1" = 40' a zo .o CI C�k �o• 24 23 +o� o + 80 r_/ r� r-i �-� �-� ,..r �/ t--� r+ r� t-+ �� ^� ^•+ �� r'� r+ r� r•r �--+ �--+ r� .-� r-.� �r �� r- +Q \ r< �-� r_� i-� r-� Y • -{ - ���. h � �-- `� J '`j• .-`� •- �(�• --•� .---� •-� .--i r...i .-i .-� r .. .--� ,-� .-� rr1 . --� r� r-+ .--i .-s r-� r.• ,-� .--� r✓ .-� r r-� ,-.i .-• .-� .-i �-. . _ .-� + �av f 1 °.\ \ �- _� �^ �� - �� r- .^. -,.. r• .---• r .-� �--� ' .-� .--• .--+ r .-� .-� .--+ i -,��\r .-� r-- .-"r r-� r-r .-� .---• ..-1 VV i- �V T 1 ZV7 -+ 1;0 - -- \ �'-� r� r-1 �-� ^� �� -' t.i �-.� r.�• (y �+ r.- -. i,-r r-� r•i r•-' i-� r•i r ...i �..r �+i t.,� �� V + ,� o,,. , � '�� FAR ORC WE 7 ONCRETE 5 o oho �o� o° �� ^�• X383 � --~- X88-- ----+ _ -- - -- -- �� + � �h �'� �° �e� 17 � 1 %° --' do h�o ��ti �� �ti `'�` ti• �� o� °�` \ 1 �- � WEST 96 TIC STREET 4 ..�� 4% ( � off` oei E \ �• 49 15 Q o .� ° o �� 1 ° , \ ���� 0 0 01 �1 X LEGEND ® ®} INLET OR CATCH BASIN © SEWER MANHOLE V TELEPHONE MANHOLE Q ACCESS COVER Q TRAFFIC MANHOLE ® WATER MANHOLE A MANHOLE ocoCLEANOUT AREA LIGHT UTILITY POLE WITH GUY WIRE AR UTILITY POLE WITH RISER FLAG POLE TRAFFIC POLE 0 UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMER cu CONDITIONING UNIT -�- UTILITY VALVE HYDRANT O WELL -"- WATER VALVE Ow WATER METER -i><- GAS VALVE OG GAS METER -u U SIGNS ® MAILBOX TREE, SHRUB BENCHMARK - SOIL BORING OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S SEWER LINE UNDERGROUND STORM SEWER UNDERGROUND SANITARY SEWER EDGE OF WOODS X X X FENCE LINE 000 FLOW LINE 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 CCU 0 0 co C�d d- 0 4J o c°Q ..�.7 cc 0 ca W o� Cnr-_I � w E==4 M C\2 ° Como z a o LL- O • LL- �. z LLJ z O� w a- U ] 1. REMOVAL OF EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. ALL MATERIALS REMOVED FROM THE SITE REMOVE EXISTING ROLL CURB SHALL BE DISPOSED OF OFF —SITE IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND A D OR LOCAL LAWS AND ORDINANCES. B SAW CUT CURB /PAVEMENT 2. CONTRACTOR MUST BE AWARE THAT EXISTING BU I LD I NG BASEMENTS AND FOUNDATIONS MAY BE F OUN D PROPER CARE MUST BE USED TO CONSTRUCT PROPOSED FOUNDATIONS AND UTILITIES. IT SHALL BE THE CONTRACTORS REMOVE EXISTING fi STRAIGHT CURB RESPONSIBILITY TO USE A SOILS ENGINEER FOR RECOMMENDATIONS DURING THE SITE CONSTRUCTION PHASE. D REMOVE EXISTING BUILDING 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING E REMOVE EXISTING CONCRETE THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS, THE F REMOVE AND RELOCATE FIRE HYDRANT PER WATER COMPANY CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTIONS. G REMOVE EXISTING STORM SEWER 4. ALL CONTRACTORS, BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS, MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD H REMOVE SIGN, COLUMNS, SIGN BASE AND UPLIGHTS. SAVVAGE SIGN, COLUMNS AND UPLIGHTS AND RETURN TO OWNER. LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE ' DIRECTION. LOCATED EITHER BY THE REPRESENTATIVE OF THE LOCAL UTILITY COMPANY OR BY A PRIVATE UNDERGROUND RELOCATE SIGN PER OWNERS DIE UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY REMOVE AND RELOCATE POLE, SALVAGE EIGHTH POLES &FIXTURES AND COORDINATE WITH OWNER PPlOR TO REMOVAL. THE UTILITY CONTRACTOR OR CONTRACTORS, OR AGENCIES, WHICHEVER UTILITY COMPANY OR AGENCIES, THAT HAS JURISDICTION, SO NOT TO CAUSE DAMAGE. K REMOVE AND RELOCATE EXISTING TREES, COORDINATE WITH OWNER PRIOR TO REMOVAL. 5. IT IS THE RESPC'SIBILITY OF THE CONTRACTOR TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENT 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON THE SITE. ALL L REMOVE AND RELOCATE EXISTING TRANSFORMER, COORDINATE WITH MEP PLANS /UTILITY COMPANIES VERIFICATIONS, LOCATIONS, SIZE, AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. '�`iHEN EXCAVATING AROU�,'D OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE M REMOVE EXISTING SIDEWALK UTILITY COMPANY SG A REPRESENTATIVE OF T I'E UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. HEAVY CONSTRUCTION EQUIPMENT TRAFFIC MAY CREATE r _. YPING AND GENERAL DETERIORATION "'r THE EXISTING PAVEMENT TO BE REMOVED SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. i r � �r EXISTING LANDSCAPE AREA TO BE REMOVED, COORDINATE REMOVAL OF TREES AND SHRUBS PRIOR TO ANY DEMOLITION OF MATERIAL MILL EXISTING PAVEMENT TO A DEPTH OF 1 ", REPAVE W /HMA SURFACE 7. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE ENGINEER AND MAY NOT BE ACTUAL. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHOM IS RESPONSIBLE TO REMOVE, RELOCATE, AND /OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. -S �3 t� i+ it s \ \ 1l \ I ASSUMED NORTH SCALE,* 1"=50' ® INLET OR CATCH BASIN SEWER MANHOLE TELEPHONE MANHOLE (D ACCESS COVER TO TRAFFIC MANHOLE 4 WATER MANHOLE o MANHOLE 'COCLEANOUT AREA LIGHT --- - UTILITY POLE WITH GUY VdRE /R UTILITY POLE WITH RISER rS� FLAG POLE ® TRAFFIC POLE o� UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC; TRANSFORMER CU CONDITIONING UNIT -*-*-UTILITY UTILITY VALVE HYDRANT O WELL -*4- WATER VALVE Ow WATER METER --><-- GAS VALVE OG GAS METER -V V SIGNS ® MAILBOX a TREE, SHRUB BENCHMARK SOIL BORING -- OVERHEAD UTILITY LINES UNDERGROUND TELEVISION UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC UNDERGROUND FORCE MAIN UNDERGROUND GAS LINE UNDERGROUND WATER LINE SEWER LINE UNDERGROUND STORM SEWER UNDERGROUND SANITARY SEWER EDGE OF WOODS FENCE LINE FLOW LINE HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. V) z 0 w 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.: c\z c� 0 3502.003 DRAWN BY: CHECKED BY. RJS d- SHEET TITLE: DEMOLITION PLAN DRAWING FILES: S: \3k \3502 \003 \dwgs \D101.dwg XREF: S: \3k \3502 \003 \dwgs \Tit1e1.dwg SHEET NO.: co W z z C:> � Q z a CC) � W rn LO r'1�1 CO T--i �i 0 r., c:) DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY. RJS ALF SHEET TITLE: DEMOLITION PLAN DRAWING FILES: S: \3k \3502 \003 \dwgs \D101.dwg XREF: S: \3k \3502 \003 \dwgs \Tit1e1.dwg SHEET NO.: SUMMARY TABLE ZONING ON AUTO SALES PARCEL: = 82 PROPOSED BUILDING: = 7150 S.F. REQUIRED PARKING FOR AUTO SALES: WARRANTY DEED 20000003881 - FILED FOR RECORD IN HAMILTON COUNTY 1 SPACE /300 S.F. NET EAST BUILDING 24 P.S. 1 SPACE /2000 S.F. OUTDOOR SALES 11 P.S. (22,000 SF + / -) Commencing at a point on the South line of said Southwest Quarter Section being North 90 degrees 00 minutes TOTAL PARKING SPACES REQUIRED 35 P.S. PROVIDED PARKING FOR AUTO SALES: thence North 09 degrees 23 minutes 40 seconds West 395.32 feet ' 9 et to the Point of Beginning; thence North 86 STANDARD PARKING SPACE: 189 P.S. HANDICAP PARKING SPACE: 2 P.S. TOTAL PARKING SPACES PROVIDED: 791 P.S. ZONING ON AUTO SALES PARCEL: = 11 EXISTING BUILDING: = 12,773 S.F. REQUIRED PARKING FOR AUTO DETAILING: 2 SPACES /BAY WEST BUILDING 6 P.S. 1 SPACE /12 EMPLOYEES WEST BUILDING 12 P.S. TOTAL PARKING SPACES REQUIRED 18 P.S. PROVIDED PARKING FOR AUTO DETAILING: STANDARD PARKING SPACE: 72 P.S. HANDICAP PARKING SPACE: 1 P.S. TOTAL PARKING SPACES PROVIDED: 73 P.S. :7 11-N ' Existing Utility Pole /; k 4/,. ,, %..,.. ",�,,,, Existing Trees X - jH / / " /4 % /H / / /%H Existing Fence Pavement Within Right of Way Concrete Pavement Q 6° Straight Curb 5 C803 Landscape Island Curb & Walk T $ C803 C803 7 Walk l c so3 4 Q Handicap Ramp cso3 Q Handicap Parking Sign > > > 3 K0006� C803 C803 0 Light Duty Pavement C803 Pavement Striping 2' Roll Curb W /Out Gutter 1 C803 Q Concrete Curb Turn-Out l 5 Q Standard Parking Spaces C803 QHandicap Parking Spaces (A.D.A. REQUIREMENTS) 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 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. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMEENSIONS TO THE BUILDINGS ARE TO THE 6 9DE 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 BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. WEST 96TH STREET man a IM In #I mill' 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 aorees 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, dist; ibution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. ASSUMED NORTH SCALE: 1 "= 50 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MRI I IM112211mulml - - - �\ N! 0*0NN Part of Lot Number 3 in North American Park per plat thereof recorded as Instrument Number 8926488 in Plat Cabinet 1, Slide 69 in the Office of the Recorder of Hamilton County, Indiana, and part of the south half of Section 7, Township 17 North, Range 3 East in said Hamilton County, more particularly described as follows: Commencing at the southwest corner of said Southeast Quarter Section; thence North 88 degrees 56 minutes 05 seconds East (assumed bearing) along the south line thereof 273.49 feet; thence North 01 degree 03 minutes 55 seconds West a distance of 49.05 feet to the Point of Beginning which point lies on the proposed south right of way line of West 96th Street per Project number STP- 135 - 2(008); thence continuing North 01 degree 03 minutes 55 seconds West a distance of 110.50 feet to a point on the southerly line of said Lot Number 3, the following seven courses are along the southerly, westerly and northerly lines of said Lot; (1) thence South 86 degrees 36 minutes 10 seconds West a distance of 270.97 feet to the southwest corner of said Lot 3; (2) thence North 20 degrees 36 minutes 05 seconds West a distance of 102.69 feet to the northwest corner of said Lot; (3) thence North 76 degrees 20 minutes 18 seconds East a distance of 280.07 feet; (4) thence North 17 degrees 43 minutes 37 seconds East a distance of 19.73 feet; (5) thence North 77 degrees 57 minutes 23 seconds East a distance of 28.19 feet; (F) thence North 11 degrees 21 minutes 22 seconds West a distance of 22.09 feet; (7) thence North 74 degrees 25 minutes 13 seconds East along the north line of said Lot 3 a distance of 190.30 feet to the proposed westerly right of way of U.S. 421 (Michigan Road) per Project number STP -135- 2(008), the following seven courses are along the said proposed westerly right of way line of U.S. 421 and said proposed southerly right of way line West 96th Street; (1) thence South 18 degrees 42 minutes 26 seconds East a distance of 192.92 feet; (2) thence South 21 degrees 43 minutes 02 seconds East a distance of 49.06 feet; (3) thence North 89 degrees 05 minutes 27 seconds East a distance of 0.97 feet to a point on the south line of said Lot 3; (4) thence South 21 degrees 45 minutes 00 seconds East a distance of 80.00 feet; (5) thence South 12 degrees 12 minutes 19 seconds West a distance of 27.10 feet; (6) thence South 53 degrees 23 minutes 49 seconds West a distance of 28.22 feet; (7) thence South 88 degrees 10 minutes 15 seconds West along said proposed south right of way line a distance of 258.39 feet to the point of beginning, containing 2.667 acres, more or less. Subject to easements and rights of way. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering WARRANTY DEED 20000003881 - FILED FOR RECORD IN HAMILTON COUNTY M 0 Part of the Southwest and Southeast Quarters of Section 7, Township 17 North, Range 3 East, in Clay Township, Hamilton County, Indiana described as follows: }S " Commencing at a point on the South line of said Southwest Quarter Section being North 90 degrees 00 minutes / 00 .3econds East (assumed bearing) 2040.85 feet from the Southwest corner of said Southwest Quarter Section* ' k " " thence North 09 degrees 23 minutes 40 seconds West 395.32 feet ' 9 et to the Point of Beginning; thence North 86 y /ys degrees 31 minutes 51 seconds West 9.23 feet, thence North 09 degrees 23 minutes 40 seconds West 692.32 { 1 - feet; t • hence North 88 degrees 08 minutes 16 seconds East 251.45 feet, thence South 19 degrees 33 minutes 03 `S " seconds East 1083.13 feet; thence North 89 degrees 59 minutes 06 seconds East parallel with the ' p e Sou th line a of Southeast Quarter Section, 40.00 feet, thence South 19 degrees 33 minutes 03 seconds East 33.00 fee • 9 t, thence South 89 degrees 59 minutes 06 seconds West, parallel with said South line P 40.00 feet; thence South 19 degrees 33 minutes • 03 seconds East 31.83 feet to a point on the South line of said Southeast Quarter Section; thence South 89 degrees 59 ' g minutes 06 seconds West 55.52 feet to the Southeast corner of said Southwest Quarter 1 Section; thence South 90 degrees 00 minutes 00 seconds West along the South line of ' said 9 Southwest Quarter Section 265.93 feet; thence North 00 degrees 21 minutes 54 seconds East 9 t 391.16 feet* thence South 89 degrees 39 minutes 55 seconds West 194.29 feet to the point of beginning, and containin g 7.304 acres more or less. NOTE: The acreage shown above is included for descriptive purposes only. /��, "N // ,i7 /•, } w Subject to tuxes for 1999, due and payable in May and Nov J p y y ember 2000 and subject to taxes � payable thereafter. N SST, Subject to covenants, agreements, easements, restrictions and rights of way of record. ✓ /N " //i , /ii � i,.1 '' / /,�j // /%y 1'' coo, C) WARRANTY DEED 200500051526 -FILED FOR RECORD IN HAMILTON COUNTY // M1 / /N ", �"fN "/ "" ` M' " " "/N / //% Part of the Southwest and Southeast Quarters of S ,,may • • i Section 7 Township 17 North, Range 3 East, in Clay Township, / '�ne /i„'✓ • Hamilton County, Indiana described as follows. .00 Beginning at a point on the South line of said Southwest Quarter Section n being North 90 degrees 00 minutes 00 "` y1 seconds East(assumed bearing) 2040.85 feet from the Southwest corner • 9) ner of said Southwest Quarter Section; thence ,y/ ;555 North 0 degrees 23 minutes 40 seconds West 395.32 feet, thence North 89 degrees 39 minutes 55 seconds East A 00- 2.o' 1 "1,1 % 5 "'5 194.29 feet, thence South 00 degrees 21 minutes 54 seconds West 391.16 feet to a point on the south line of M said Quarter Section; thence South 90 degrees 00 minutes 00 seconds West 127.27 feet to the Point of Beginning. X4. Subject to real estate taxes due and payable in November 2005 and all subsequent taxes. 1 \0 • '11:1 ",/ iS •/ - : o t_31 t � 1 POSED BUILDIN N 1 % ' 150 SF - 4. �, 30 N. MICHIGAN ROAD 0 •• L • . �\ • .'s -,, 1, %'1 f , � h �ii,,,, ,,,,. %N '1'1, i � " "i ASS, fW All - 4r O c+� �t 9.0 /, /� /�, •, "/� / '415 R15.0 ' 5.0' `S 0 13 ' EDGE OF �,� �s r.' PAVEMENT `� •D' ,,.' ,. £, s' 6 � DRIVE 28.//2 , , , ,,,,,,,, , . , v, ✓ 7i;'; iii;;;iii;t;i;:i / / /i; io /r „ii /aiiii /ii it ;s;; ,,, ,, ,, r/ / , °; y THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 3502.003 "OHECKED BY: ALF )LAN 1.dwg 1s\plat.dwg ls \3502001.dwg 1s \003demobs.dwg ]s \003bs.dwg ]s \Titlel.dwg M 0 cc I� co w � co � CD En-ml 1-" P4 CD coo, C) r.r w E-' W w a°o W co 48 c° co fW O c+� �t PROJECT NO.: 3502.003 "OHECKED BY: ALF )LAN 1.dwg 1s\plat.dwg ls \3502001.dwg 1s \003demobs.dwg ]s \003bs.dwg ]s \Titlel.dwg 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR CLAT TOWNSHIP REGIONAL WASTE DISTRICT, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND HAMILTON COUNTY SURVEYOR'S OFFICE FOR ALL 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 SHALL MINIMIZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). Nk NOTE: See erosion control sequence on sheet C801 for pre - construction through post - construction requirements. o\0 C8 C6 t I 41 A lei 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. ASSUMED NORTH �. h 1 b 88 88 .3 ONS UC �� P OF EX. MH G�Z Tc AD UST -8 .05 885.70 GUT ` �- �� 88 . o TC 885.80 GUT `d 1 .50 886.1 "b� 8$7.25 TC 36.09 U� ' 886.75 GU L t 34 8 5 TC 886.25 GUT 6.1 86.55 9 �1C 5 GU 885:5 GUT 4 5.15 TC 4.65 GUT TC 8 GUT ��•�' a+ ��o J 884.7 GUT 884.6 GUT .65 T oti 84 TC + + 0 884.15 'T 88 4 1 ��o .1 GUT C 882.93 0 883.60 5 TC .1a° M ��`' 5 GUT n SCALE: 1"=50 ' na "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. The horizontal and vertical location data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online ° ositioning User Service (OPUS) software. The coordinate values shown are in the Indiana State Plane Coordinate System East Zone on the 1983 North American Datum utilizing the Continuously Operating Reference Stations (COBS) adjustment as determined by NGS (NAD 83 (COBS 96)(EPOCH 2002 -000). Elevations shown hereon are based upon said OPUS solution and are on the 1988 Nortri American Vertical Datum (NAVD88). T.B.M. #1: Set railroad spike 1 foot above ground, south side of IPL PWP stamped #16- 158 -A. Elevation = 882.98 T.B.M. #2: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #9- 158 -A. Elevation = 884.16 T.B.M. #3: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #6- 158 -A. Elevation = 884.02 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. THE DETENTION POND t,,AY BE OVER EXCAVATED FOR PURPOSES OF OBTAINING NEEDED FILL MATERIAL AND THEN BACKFILLED WITH EXCESS TOPSOIL. �o 0 w E - 15C ng=h dIG; 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Storm Sewer ■ o New Storm Structure LRAWN BY: Subsurface Drain (sso) RJS ° °����u�.��. °c���°_ °��� "°• Existing Sanitary Sewer GRADING PLAN New Sanitary Sewer XREF: S:\3k\3502\001\dwgs\pIat.dwg (Laterals are shown for reference only) XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg Existing Contour XREF: S: \3k \3502 \003 \dwgs \Title1.dwg Existing Elevation �- 835 - - Proposed Contour o�o.00 Proposed Finish Grades 000.00 TC Proposed Finish Grades =GUT (TC =Top of Casting /Curt; GUT= Gutter/Rim) Swale Flowline(o U Flow Arrow -- - - -- -- �� -- Existing Water Main � � Existing Fire Hydrant � =7 Existing Water Valve � Existing Utility Pole Z Existing Trees - � -- -- X - Existing Fence 41 A lei 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. ASSUMED NORTH �. h 1 b 88 88 .3 ONS UC �� P OF EX. MH G�Z Tc AD UST -8 .05 885.70 GUT ` �- �� 88 . o TC 885.80 GUT `d 1 .50 886.1 "b� 8$7.25 TC 36.09 U� ' 886.75 GU L t 34 8 5 TC 886.25 GUT 6.1 86.55 9 �1C 5 GU 885:5 GUT 4 5.15 TC 4.65 GUT TC 8 GUT ��•�' a+ ��o J 884.7 GUT 884.6 GUT .65 T oti 84 TC + + 0 884.15 'T 88 4 1 ��o .1 GUT C 882.93 0 883.60 5 TC .1a° M ��`' 5 GUT n SCALE: 1"=50 ' na "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. The horizontal and vertical location data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online ° ositioning User Service (OPUS) software. The coordinate values shown are in the Indiana State Plane Coordinate System East Zone on the 1983 North American Datum utilizing the Continuously Operating Reference Stations (COBS) adjustment as determined by NGS (NAD 83 (COBS 96)(EPOCH 2002 -000). Elevations shown hereon are based upon said OPUS solution and are on the 1988 Nortri American Vertical Datum (NAVD88). T.B.M. #1: Set railroad spike 1 foot above ground, south side of IPL PWP stamped #16- 158 -A. Elevation = 882.98 T.B.M. #2: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #9- 158 -A. Elevation = 884.16 T.B.M. #3: Set railroad spike 1 foot above ground, north side of IPL PWP stamped #6- 158 -A. Elevation = 884.02 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. THE DETENTION POND t,,AY BE OVER EXCAVATED FOR PURPOSES OF OBTAINING NEEDED FILL MATERIAL AND THEN BACKFILLED WITH EXCESS TOPSOIL. �o 0 w E - 15C ng=h dIG; 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 0 3502.003 LRAWN BY: CHECKED BY. RJS ALF SHEET TITLE: GRADING PLAN wQ XREF: S:\3k\3502\001\dwgs\pIat.dwg XREF: & \3k \3502 \001 \dwgs \3502001.dwg XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg co C\2 XREF: S: \3k \3502 \003 \dwgs \Title1.dwg SHEET NO.: Z cc U Z I W � � Q E" Q O Z w � T� V 1 U � Z W T� V1 Ac� co w � cze LO w 0 DATE: PROJECT NO.: 6/29/09 3502.003 LRAWN BY: CHECKED BY. RJS ALF SHEET TITLE: GRADING PLAN DRAWING FILES: S: \3k \3502 \003 \dwgs \C102.dwg XREF: S:\3k\3502\001\dwgs\pIat.dwg XREF: & \3k \3502 \001 \dwgs \3502001.dwg XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg XREF: S: \3k \3502 \003 \dwgs \003bs.dwg XREF: S: \3k \3502 \003 \dwgs \Title1.dwg SHEET NO.: Gas Electric Vectren Energy Delivery Indianapolis Power &Light (IPL) 1630 North Meridian Street 1230 West Morris Street Indianapolis, Indiana 46202 Indianapolis, Indiana 46225 (317)926 -3351 (317)261 -8261 Telephone p SBC Ameritech Cable Television Insight Communications Co. DI A_ -.. trt .n.r•a.<x.........�,...a....w.. �.rua .�ca.w.�. *.r.tr Y... a. a.... ri. rsre. o. e. r. vs.... . .wa�.wo...mrar,......w....,r_.. ,.� ,� , F. ;, t I I-1y ���I..ti• �-�� { 't r��* L�F ?S �4 J t 220 North Meridian Street 15229 Stoney Creek Way U'PS 'l,I`Z�.._ N--1 _NEEN,,NH .0 AST[NC: =i�M�.l- � !9� `�''� ��" "�r'�•4fr4 _'_'' Indianapolis, Indiana 46204 Noblesville, Indiana 46060......: ��d��1 jj'� Ct!f �T� ".Y�1 �••'S7��:r� 884.50 tl'i Gi 1�•� \]tcr164f:��"°'V��Yaa >iJ�' 882.07 1- 800.257 -0902 (317)776 -0660 604 54 12 0.30 884.50 i t +1" 882.07 �:��• a��16.� ►�����.k.��� �ayV�'' a�T9ltTlki+ �4} i��. 621 * 603 76 12 0.40 VIA tz� 886.05 881.90 ti) Sanitary Sewer Storm Sewer 005 �r S Tt,y t`e �i'i, j. 1UI� , •� " g Clay Twp. Regional Waste district Hamilton County Surveyors Office 852.30 is 2'X2' 604 10701 North College Avenue One Hamilton County Square, Suite 188 18 (.,... 884.65 886.05 881.91 Indianapolis, Indiana 46280 Noblesville, Indiana 46060:,, R -3472 r"� 6. �'-=_�LL�¢�4 603 138 15 (317 )844 -9200 (317)776 -8495 886.05 ll Cr'J��� 2'X2' i!' tJ. 4 �1:# �. r 9'6 :� 603 602 30 18 0.50 X 886.05 @J'uk" '=M�, 881.42 60" DIA. . ?1. 602 Water ryf j C{ry- rtes•" �k��l, hft. �Y~ �a�J � �� jj�l-n 9-�(, ti/ V a 1i Y �Lr i31•bW+ r X 886.00 881.42 881.22 AS -4 CFD N/A 627 I lanapo Is a er o. 1220 Waterway Boulevard Indianapolis, Indiana 46202 (317)639 -1501 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1 -800- 428 -5200 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, If not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. 1 'y l 1 � j G� l coo 1,4, ; Oil'- STS R'cill S ���I.i'OTI, RE (EXISTING) (D L DI A_ �.!-L r. ) - 111`,. E1[Z'T ELE�1. IJ1'S 1AI:ZE:a NI S1 t�1.. C TU1I 'E SIZE U'PS 'l,I`Z�.._ N--1 _NEEN,,NH .0 AST[NC: 612 611 94 12 0.30 ��d��1 jj'� Ct!f �T� ".Y�1 �••'S7��:r� 884.50 tl'i Gi 1�•� \]tcr164f:��"°'V��Yaa >iJ�' 882.07 71Ea6'w ����tlV ��viJ�'�� "Yt'S W+OL)� R -3010 611 604 54 12 0.30 884.50 i t +1" 882.07 �:��• a��16.� ►�����.k.��� �ayV�'' a�T9ltTlki+ �4} i��. 621 * 603 76 12 0.40 VIA tz� 886.05 881.90 ti) ' ; % N/A 005 004 108 12 " g 885.45 trrC i aE3�� G` t y{y �(�y �C•1L 852.30 881.98 2'X2' 8-3472 604 603 �. 18 (.,... 884.65 886.05 881.91 .... yy •�n'�is'°'•'�.wJ ...v"'�l- R -3472 r"� 6. �'-=_�LL�¢�4 603 138 15 0.25 884.50 886.05 882.04 Cr'J��� 2'X2' i!' tJ. 4 �1:# �. r 9'6 :� 603 602 30 18 0.50 X 886.05 @J'uk" '=M�, 881.42 60" DIA. . ?1. 602 601 ryf j C{ry- rtes•" �k��l, hft. �Y~ �a�J � �� jj�l-n 9-�(, ti/ V a 1i Y �Lr i31•bW+ r X 886.00 881.42 881.22 AS -4 CFD N/A 627 626 86 IMAl 0.30 883.85 885,05 880.70 880.44 2'X 2' R -3472 626 P25* I, , C 0.1 s ` S � 1.{ K��jj 885.05 886.10 880.44 880.11 2`X2' ¢¢� f� ��4` P1 0* 9* 15 12 5.27 C�.`i<� 883.06 879.55 EX. a .•- T.C. =SE0.5�1 12* 16 12 9.88 882.93 882.84 880.24 878.66 EX. T. C K; D 642 V L FM V Iil � FA c4il!") CURB TILE 0.70 881.85 881.21 15 "' CONC. END SEC. N/A �o.r+ e.�.rb�`�'tflf�:,o7�yg' ve.�Ptfi `1.1".."'L`taa l..0 y331.a' 5 �'s.� 1, Y t I, .7 d.. , 11.-'1�#i•�,.. I�u�F y(�p�p �y, ��a: P3 =��, j•yli, `�iL3Vi lit: 76��� �4!r "_"�i!�v �,��•x Ntf' Vi,!`��li��ll`s!'i� WI`i7��Vtil��� +" �^� a i� a p �b 3i�cP.E i . � N�•it !Y i+ F v'� .w. IlUC�. �i���t.IL'y. PI�FL��"'"1�.':�,:id� ���iJ. 4 '!d, 9 1 k 1��� `... �„i,f„•'y�".i~� iif��:.i Tp� ,rrt3r 15".1. Iyil�tir. ����itc,�lkeFi�V:j+���"���_�(r� ,jrr' ::Y� r.?`'. -,?., 12 ��3rY C. t l CURD ,,1_ :1, ,4• � ,-.. IR` 41 Li... tgtg •}L 7y 'S g},r�t 9 "���� �f ^},yy�� f L'fC• ��y�rt�rr i�yytJ }f�`ri ill7���ii.{'llyig4dryF I�'��i'. rp �� {� ��.� i��"' 1U ��iJ.s1'9 \ J� `'.....v r r � �_ ��.a r ry, ti' V. '.'BEA "5 {i� +yl `i �G��{. �A. �t•�C,�•rl u'�1'���""�'�iJ Wr��1Lf f ��y ( fD jy �4}q, �L��tiul fs,� ea-s,J .ry r.. T.C.,a- �1.W nod. 1 fr + .- ��`1 L •' E Mh T rt�'CtirA T! ,�,.`er'i "1�,:. �1@r'If7���Iy��t- :ag.1�� pi�..�jflla�d,.`.}Z�a /1•I 1F 9y ,N .I fIF�► lm v. kIGs? ttw 7 T.C..�r:. 1 t Ufa F' "L f, is ti C1��R,F irKILS i t N 1 Z1r ti I< �>ICA M :l 10- S'FRCfC'Tt1RE t:' I S'1'1,), EZ\,N,1 D(_) \V NS 11-tlr AN,1 L DI A_ SLO E� [ZI N-1 ELEV. - 111`,. E1[Z'T ELE�1. IJ1'S 1AI:ZE:a NI S1 t�1.. C TU1I 'E SIZE U'PS 'l,I`Z�.._ N--1 _NEEN,,NH .0 AST[NC: 612 611 94 12 0.30 884.90 884.50 882.35 882.07 2'X2' R -3010 611 604 54 12 0.30 884.50 884.65 882.07 881.91 2'X 2' R-3472 621 * 603 76 12 0.40 881.90 886.05 881.90 881.60 12" CONC. END SEC. N/A 005 004 108 12 0.30 885.45 884.05 852.30 881.98 2'X2' 8-3472 604 603 172 18 0.20 884.65 886.05 881.91 881.57 2'X2' R -3472 631 603 138 15 0.25 884.50 886.05 882.04 881.66 2'X2' R -3472 603 602 30 18 0.50 X 886.05 886.00 881.57 881.42 60" DIA. SOLID LID R -1772 602 601 40 18 0.50 X 886.00 881.42 881.22 AS -4 CFD N/A 627 626 86 12 0.30 883.85 885,05 880.70 880.44 2'X 2' R -3472 626 P25* 82 12 0.40 885.05 886.10 880.44 880.11 2`X2' R -3472 P1 0* 9* 15 12 5.27 882.66 883.06 880.34 879.55 EX. EX. P13* 12* 16 12 9.88 882.93 882.84 880.24 878.66 EX. EX. 642 641 91 15 0.70 881.85 881.21 15 "' CONC. END SEC. N/A * DENOTES EXISTING STORM FACILITY CONNECTIONS wE3 -1 yd 117 3 1AEL1 r� l p� EX�S �G 11 �o CAN �r 1 \ i 1� ASSUMED NORTH SCALE: 1 "= 50 -0 HOLEY MOLEY SAYS "DON'T DIG BLIND° "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. \ NOTE: ALL CASTINGS SHALL BE LABELED DUMP NO WASTE - DRAINS TO WATERWAY." Li riciLLd] 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 U11LITY 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 CLAT TOWNSHIP REGIONAL WASTE DISTRICT, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND HAMILTON COUNTY SURVEYOR'S OFFICE FOR ALL STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS i 0 BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT VECTREN ENERGY DELIVERY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (926 -- 3351). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL MATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS PROJECT. c� 0 LIJ Sc �n0��•'er 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 Existing Sanitary Sewer c� 0 Existing Storm Sewer -- --�- New Storm Sewer New Sanitary Sewer (Laterals are shown for reference only) ° C.O. Sanitary Sewer clean -out Subsurface Drain (SSD) 00o Storm Structure Number o� Sanitary Structure Number Utility &Drainage Esmt. Building Setback Line Existing Water Main W w - New Water Main �d' Existing Fire Hydrant � New Fire Hydrant Existing Water Valve � New Water Valve ►� ---- Existing Fiberoptic Line � Existing Gas Main E Existing Electric Line -- ----- g Existing Telephone Line G New Gas Main E New Electric Line T New Telephone Line 0 Existing Utility Pole Existing Trees SEE PLUMBING PLAN /ELECTRICAL PLANS FOR EXACT LOCATIONS, INVERTS, AND SIZES OF UTILITIES AT THE BUILDING. CO \ NOTE: ALL CASTINGS SHALL BE LABELED DUMP NO WASTE - DRAINS TO WATERWAY." Li riciLLd] 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 U11LITY 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 CLAT TOWNSHIP REGIONAL WASTE DISTRICT, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND HAMILTON COUNTY SURVEYOR'S OFFICE FOR ALL STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS i 0 BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT VECTREN ENERGY DELIVERY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (926 -- 3351). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL MATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS PROJECT. c� 0 LIJ Sc �n0��•'er 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 c� 0 czf w co z � � z CO 4_5 o w 0 ITeL�IE�� ............... PERMANENT SEEDING ............... ............... SOD OR EROSION CONTROL BLANKET TEMPORARY CONSTRUCTION ENTRANCE INLET PROTECTION SEE SHEET O C801 FOR DETAILS � SILT FENCE SEE SHEET C801 FOR DETAILS - - - - CONSTRUCTION LIMITS e END SECTION SILT PROTECTION RIP RAP PERSON(s) RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES .......� .-.,. CONTACT: Bill Leonard Bill Estes Chevrolet, Inc. 4105 West 96th Street Indianapolis, IN 40268 317 -874 -4702 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. 1 1 DLRCLAIMER FOR THE USE OF DWAL RLES ' 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. ASSUMED NORTH SCALE: 1 "= 50 ' COP car 1 1 HOLEY MOLEY SAYS " DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. III . DEVELOPMENT NOTES 1. The Contractor, whether owning the property or acting as the agent of the property owner, shall be respo,isible 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 olan shall serve as a guideline for storm water quality. Additional requirements may be made 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 - construction 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 materials, 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. Wastes and unused building materials shall be managed and disposed of in accordance with all applicable statues and regulations. 6. Public 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 applicable statues and regulations. 7. Land 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 constructed. 13. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets and storm sewers will riot longer occur. 14. Vegetated areas with a density of less than seventy percent (70 %) 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 %) 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 to 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 STORMWATER PdLLU110N PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SHEET C102 & C103 SEE SHEET C801 -C802 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS &NOTES Sc n�i• Pr 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 G1 S * LI S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 0 3502.003 DRAWN BY: CHECKED BY: RJS co SHEET TITLE: STORM WATER POLLUTION PREVENTION PLAN DRAWING FILES: S: \3k \3502 \003 \dwgs \C104.dwg XREF: S:\3k\3502\001\dwgs\pIat.dwg X���: S: \34c�3542`�4��� \d•r� gs \3542S��i . d•r� g co w XREF: S: \3k \3502 \003 \dwgs \Title1.dwg z MW (Cn(94 co Q �o � 00 � Z z z P34 CC) cc w v' LO o w 0 DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: STORM WATER POLLUTION PREVENTION PLAN DRAWING FILES: S: \3k \3502 \003 \dwgs \C104.dwg XREF: S:\3k\3502\001\dwgs\pIat.dwg X���: S: \34c�3542`�4��� \d•r� gs \3542S��i . d•r� g XREF: S:\3k\3502\003\dwgs\003demobs.dwg XREF: S: \3k \3502 \003 \dw9s \003bs.dwg XREF: S: \3k \3502 \003 \dwgs \Title1.dwg SHEET NO.: MW (Cn(94 Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced Or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. 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. 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. CrA -� SITE i � Br �- NOT TO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN 12" GROUND SURFACE 2' -0" MIN L COMPACTED EMBANKMENT 3:1 OR FLATTER ~ MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. 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 3 1 116 SEEDING "-6" MIN. TURN DOWN / II EROSION CONTROL BLANKET (NORTH AMERICAN GREEN / ►II S -75 OR EQUAL) EXISTING GRADE EROSION CONTROL MATTING DETAIL • O . p ° D "'Q . . p °° p ° D • p ° D - PUBLIC ROAD . O' °°' D ° p D°D .p °D.p °D. 50' (MIN) \ ` O • p °D • o °° • p °O • O °0 • p° Q• p° D• p° p• p° D• 00 p° O• p° O• p e 0• p° 0• p° 0, p o 0• p° p °O • p °0 • p °O • O °O • p °D • p °0 • O e0 • O ° 00 • p °0 • p °0 • p °0 • p °0 • p °0 • p °° • p °0 • p ° D • p o0 • O o0 • O o0 • O o0 • O e0 • O °0 . O o0 • O °° • O ° \ ° • ° • . Do o •• e° • . ° • O°e • - DO• p o ° • • °. - e o ° •. ° . o ° - ° . ° �° ° ° . D e • - O .° ° O • O O o o 0 • . ° ' O • . p p ° ° O ° . • p p 0 ° 0 0 • • . p .0,0.0,0. . O. o° O o° O o° O e o° ° 0 oD o° Op p . 0 o 0 • o ° O ° 0 ° 0 - ° o -° ° ° °D °D 0°0 0 0°• 0 p o ° . p � 0 • p ° •O•o• o•O• o o ° o ° o °• • °:° O O O ° O O O •°• p: 0 ° O °° O ° 0 0 ° O °. °. °O ° O•p °•p O•p D•O O•p O•p •°.° Oe0•pe0•pe0•pe0•p °0•p °O.Oo o° O O• p° O• p° O• p° O e p° O -°. °O•p °O•p °O•p °O•p p° 6" (MIN) °•°•pe° 0. *D. pe - °• p °p p °°. °° •O • O .°.° O o0 • 0 20' (MIN) 2 " -3" COARSE ° AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL SILT FENCE � x X o' t TYPICAL TYPICAL TOPSOIL STOCKPILE A B C 3' 1 1/2' 3' 1 1/2' 3' CV ;.:.:.:.X:.:.:.;.: x .:.x ........ 'ic 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 0 .C. EROSION CONTROL MEASURE MAINTENANCE polypropylene meeting the physical properties below. B . INSTALLATION SEQUENCE HOLEY MOLEY SAYS Apply lime to raise the H to the level needed for species being PP Y P P 9 DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg Temporary Seeding and Stablization Dates P Y 9 B. seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer {or equivalent} per STONE ENTRANCE C DON'T �+ - Jan Feb `p Eta r a �S, :rc�„��- eQ.�'r'"1"'°� j . - -• - ! A .•y1, Sep .g. _ Dec TO CLEARING AND GRADING TREE PROTECTION test. Application of 150 lbs. of ammonium nitrate on areas low in organic EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM -_._� ,\ ��.� -• ~- r - t `� �.�--- �`.,___�.� Imo_.___ -_-. 'I'A� NOT TO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN 12" GROUND SURFACE 2' -0" MIN L COMPACTED EMBANKMENT 3:1 OR FLATTER ~ MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. 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 3 1 116 SEEDING "-6" MIN. TURN DOWN / II EROSION CONTROL BLANKET (NORTH AMERICAN GREEN / ►II S -75 OR EQUAL) EXISTING GRADE EROSION CONTROL MATTING DETAIL • O . p ° D "'Q . . p °° p ° D • p ° D - PUBLIC ROAD . O' °°' D ° p D°D .p °D.p °D. 50' (MIN) \ ` O • p °D • o °° • p °O • O °0 • p° Q• p° D• p° p• p° D• 00 p° O• p° O• p e 0• p° 0• p° 0, p o 0• p° p °O • p °0 • p °O • O °O • p °D • p °0 • O e0 • O ° 00 • p °0 • p °0 • p °0 • p °0 • p °0 • p °° • p °0 • p ° D • p o0 • O o0 • O o0 • O o0 • O e0 • O °0 . O o0 • O °° • O ° \ ° • ° • . Do o •• e° • . ° • O°e • - DO• p o ° • • °. - e o ° •. ° . o ° - ° . ° �° ° ° . D e • - O .° ° O • O O o o 0 • . ° ' O • . p p ° ° O ° . • p p 0 ° 0 0 • • . p .0,0.0,0. . O. o° O o° O o° O e o° ° 0 oD o° Op p . 0 o 0 • o ° O ° 0 ° 0 - ° o -° ° ° °D °D 0°0 0 0°• 0 p o ° . p � 0 • p ° •O•o• o•O• o o ° o ° o °• • °:° O O O ° O O O •°• p: 0 ° O °° O ° 0 0 ° O °. °. °O ° O•p °•p O•p D•O O•p O•p •°.° Oe0•pe0•pe0•pe0•p °0•p °O.Oo o° O O• p° O• p° O• p° O e p° O -°. °O•p °O•p °O•p °O•p p° 6" (MIN) °•°•pe° 0. *D. pe - °• p °p p °°. °° •O • O .°.° O o0 • 0 20' (MIN) 2 " -3" COARSE ° AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL SILT FENCE � x X o' t TYPICAL TYPICAL TOPSOIL STOCKPILE A B C 3' 1 1/2' 3' 1 1/2' 3' CV ;.:.:.:.X:.:.:.;.: x .:.x ........ 'ic 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 0 REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL UNINGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 2:1 1:1 CHANNEL WTH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". 3 �� " ° R( THE BLANKET SHOULD NOT BE OL STRETCHED BUT ALLOYED TO LAY OF LOOSELf ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. v > d:Q 7�1 ROLL BLANKETS OUT IN DIRECTION r ' _ nr WAIrQ n nw 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. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT-. 6 PREPARATION OF THE SEED BED, INCLUDING APPUCAT10N OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKnU.ED AND SEEDED. EROSION BLANKET INSTALLATION Seedbed Preparation .C. EROSION CONTROL MEASURE MAINTENANCE polypropylene meeting the physical properties below. B . INSTALLATION SEQUENCE HOLEY MOLEY SAYS Apply lime to raise the H to the level needed for species being PP Y P P 9 DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg Temporary Seeding and Stablization Dates P Y 9 B. seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer {or equivalent} per STONE ENTRANCE C DON'T A PRIOR Jan Feb Mar Apr May Jun A .B. Sep .g. REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL UNINGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 2:1 1:1 CHANNEL WTH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". 3 �� " ° R( THE BLANKET SHOULD NOT BE OL STRETCHED BUT ALLOYED TO LAY OF LOOSELf ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. v > d:Q 7�1 ROLL BLANKETS OUT IN DIRECTION r ' _ nr WAIrQ n nw 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. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT-. 6 PREPARATION OF THE SEED BED, INCLUDING APPUCAT10N OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKnU.ED AND SEEDED. EROSION BLANKET INSTALLATION Seedbed Preparation PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE polypropylene meeting the physical properties below. C0 O INSTALLATION SEQUENCE HOLEY MOLEY SAYS Apply lime to raise the H to the level needed for species being PP Y P P 9 DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg Temporary Seeding and Stablization Dates P Y 9 e c seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer {or equivalent} per STONE ENTRANCE AS NEEDED DON'T 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to PRIOR Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec TO CLEARING AND GRADING TREE PROTECTION test. Application of 150 lbs. of ammonium nitrate on areas low in organic 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 DIG matter and fertility will greatly enhance vegetative growth. Wheat or Rye WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM 21 AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED Liz � AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED BLIND O REMOVAL OF STRAW BALES N A mot' AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER Work the fertilizer and lime into the soil to a depth of 2 -3 inches Oats N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED with a harrow, disk or rake operated across the slope as much as possible. 0 Seeding Annual Ryegrass �- Select a seed mixture based on projected use of the area (Figure 5 -2), - while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets Permanent Seeding Dates and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixture^ "IT'S THE LAWS Non - Irrigated* / CALL 2 WORKING DAYS BEFORE YOU DIG Species i p 1- 800 -382 -5544 Seeding Rate Suitable pH Site Suitability* lbs/acre Ibs /1000 well Irrigated CALL TOLL FREE sq. ft. Droughty Drained Wet PER INDIANA STATE LAW IS -69 -1991. Dormant Seeding ** IT IS AGAINST THE LAW TO EXCAVATE Level and Sloping, Open Areas WITHOUT NOTIFYING THE UNDERGROUND Irrigation needed during this period. To control LOCATION SERVICE TWO (2) WORKING 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 erosion at times other than in the shaded areas, DAYS BEFORE COMMENCING WORK, use mulch. 2. Tall Fescue 25 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days Red Clover ** 5 .12 if mulch is aoplied. 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 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 5. Tall Fescue 35 .8 5.5 -8.3 2 1 _ - Emerald Crownvetch ** 10 .25 Kind of Seed 1000 Sq. Ft. Acre Remarks Lawns and High Maintenance Areas Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - - Creeping Red Fescue 40 .9 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) Annual ryegross 1 lb. 40 lbs. 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. 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 \1'� 0� 1�1.10WW CROSSBARS / \ /-BEEHIVE DRAAGENCOVER 24" W W LATHS SILT FENCE MATERIAL ,��- SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: W 1-1 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE STORM SEWER GRATE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT DANDY BAG® STORM SETH GRI VELCRO :LOSURE DANDY BAGS PAVED AREA INLET SEDIMENT BARRIER NO SCALE 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' 3.25' /-(NEW OR EXISTING) �OpE / ICIi�II Mgk3, op, -5.,5 Stopf I� I I II �S -75 EROSION CONTROL SEEDED AND - �T - BLANKET AS MANU. BY STRAW MULCHED - NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE polypropylene meeting the physical properties below. C0 O INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg All silt fence shall be prefabricated by the supplier. PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED Grab Strength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... 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, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED Liz � AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED O REMOVAL OF STRAW BALES N A mot' AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED SILT FENCE .1.f.� ,•r• •r .•r C) U n w ,�.�, � ._ 1 .� Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. C0 O All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Q Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... Warp 50 % i rapezoidal Tear Strength ........ ............................... 50 lbs. Burs'- Strength ......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Stakes ® 5' O.C. Silt Fence Material Fence Post -� z Ground Surface Fence Post Should-/ Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL NTS NOTES: 1.) Sediment to be removed upon reaching a depth of 12 ". 2.) Wire cloth to be placed over the top of the block and under gravel to kee the gravel from migrating through the block and into he storm systew. GALVANIZED WIRE CLOTH Wires Per Opening Wire Diameter Percent Open Area Linear Inch Inches Inches 2 Mesh 0.395' 0.105" 62.4% /-GRAVEL FILTER I..1, ��� rr•r w � � rw r•�ir4rti r�r.•r•re.�rC�+n•r:c� .1.f.� ,•r• •r .•r C) U n w ,�.�, � ._ 1 .� 6/29/09 3502.003 DRAWN BY: C0 O i�� STORMWATER POLLUTION GALVANIZED WIRE CLOTH. flow NCRETE BLOCK :rate• RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS SLOPE DETAIL N.T.S. END SECTION SILT PROTECTION 66 Z 0 w \ \ \ \ \ 1 \ 1 1111111III/// / y E ' \TA DATE: a 9l0 THIS DRA V AND THE IDEAS, DESIGN 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} • Schneider 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: C0 O SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg XREF: F: \TSC -LDT4 \cis- stnd \SheetNotes \Titlel.dwg w XREF: S: \3k \3502 \003 \dwgs \003bs.dwg Q SHEET NO.: co co CD z w C) w O !•--� a Z E-� W W w a 1-- PQ ay �••.•.� m co Liz � w O mot' DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg XREF: F: \TSC -LDT4 \cis- stnd \SheetNotes \Titlel.dwg XREF: N:\1238\044\dwgs\DANDYBAG.dwg XREF: S: \3k \3502 \003 \dwgs \003bs.dwg XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg SHEET NO.: STORMWATER POLLUTION PREVENTION PLAN INDEX Prediction of Potential Spills: ...... -- YES NO N A 1. Nearest Navigable Water: Crooked Creek (Marion) Is the site information posted at the entrance. cc d- PREVENTION NOTES 2. Drainage System: The development site will contin.,e to drain to the existing detention pond Al A2, Plan Index provided below 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. :4 P4 along 96th St. 3. Possible Spill Sources (During and post construction): Vehicular ,zources such as A3 Project Type: This project includes the demolition of an existing building and parking lot and I Is a construction entrance installed? Is it effective? Is it e.-lough leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, the construction of a new building and parking lot to replace the building to be demolished on 4. biological agents found in trash and debris, fertilizers, nousehold items including one parcel, and the remodeling of an existing building along with minor changes to a parking but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: Are appropriate practices installed where stormwater leaves the site? lot on a second parcel and finally a drive with parking to connect the two parcels. The facility maintains NO above ground or under ground storuge tanks at this site. A4 Vicinity Map: Denoted on Sheet C100 U Q o Therefore, it is felt that there is little or no possibility of post construction groundwater A5 Legal Description of Project Site: See attached Topo /Boundary Survey Sheet 8101. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? contaimination. O LATITUDE: 39d 55' 37" Alert Procedures for Spills: z 7 LONGITUDE: 89d 13' 53" z < Q 1. Any personnel observing a spill will immediately instigate the following K Location of all lots and proposed site improvements: See sheet C101 to C104. procedure: A7 14 Digit Hydrologic Unit Code: 05120201090070 Z a.) Dialing "0" from any telephone. A8 State or Federal water quality permits: None I Diversions swales and/or waterbars are installed to plan and protected? b.) Notify the appropriate emergency personnel. A9 Specific points where stormwater discharge will leave the site: (Insert Narrative), see Site 11. 2. The Emergency Coordinator will then take the following actions: 5 e Development Plan Sheet C101 for more detail. a.) Barricade the area cllowing no vehicles to enter or leave the A10 Location of all wetlands, lakes & water courses on and adjacent to site: None. 1--ii spill zone. All Receiving Waters: Crooked Creek (Marion) � b.) Notify the Indiana Department of Environmental Management, Al2 Identification of potential discharges to groundwater: None known The frame, cross-bracing and/or stakes are adequate and meetspecifications? Office of Emergency Response by calling the appropriate Ala 100 Year Floodplains, Floodways and Flood Fringes: telephone number: 16. The accuracy of any flood hazard data shown on this report is Office 317 --^33 -7745 subject to map scale uncertainty and to any other uncertainty in Sediment has been removed from the practice? Swales and ditches have been stabilized or protected? Toll Free 800- 233 -7745 location or elevation on the referenced Flood Insurance Rate Map. The 19. Also the National Response Center at 800- 424 -8802 within described tract of land lies within Flood Hazard Zone C as said and provide the following information: Temporary stabilization of distributed ground has been addressed? tract plots by scale on Community Panel Number 180081 0011 C (panel - Time of observation of the spill 21. not printed: area in Zone C) per the Flood Insurance Rate Maps for the - Location of the spill City of Carmel, Hamilton County, Indiana (maps dated May 19, 1981 All protected dormant areas meet a minimum 70% coverage - Identity of material sp:lled - Probable source of the spill revised). The said area remains in the Zone C, therefore, the updated 23. 1 - Probable time of the spill panel was not printed in February 19, 2003. - Volume of the spill and duration Permanent stabilization of disturbed ground is progressing through the project? See Site Development Plan Sheet C101 for location(s). - Present and anticipated movement A14 Pre- Construction and Post Construction Peak Discharge: of the spill 10 year Pre - Construction Peak Discharge = CFS The soil ha operly prepared for seeding? - Weather conditions 27. - Personnel at the scene A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan Sheet C104 for more - Action initiated by personnel information): A designated washout is established for concrete trucks? c.) Notify the local Fire Department Phone: 9 -: -1 North: Commercial 30. d.) Notify the local Police Department Phone: 9 -1 -1 South: 96th St., Commercial e.) Notify waste recovery contractor, maintenance personnel or other Fuel tanks and other toxic materials are safely stored and protected? East: US 421 Michigan Road, Commercial contractual personnel as necessary for cleanup. 32. West: Commercial f.) Coordinate and monitor cleanup until the situation has been A16 Locations and approximate boundaries of all disturbed areas: See Sheet C104 for locations. stabilized and all spills have been eliminated. A17 Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan Sheet 34. g,) Cooperate with the IDEM -OER on procedures and reports involved A18 C104. Soils Map including descriptions and limitations: See sheet C801 for soils map, with the event. Cleanup Parameters: A19 descriptions and limitations. Locations, size and dimensions of proposed stormwater systems: See Site Utility Plan Sheet 1. The Developer shall be continually kept informed, maintain lists c" qualified contractors C103 for proposed storm sewer system. and available Vac-trucks, tank pumpers and other equipment readily accessible for A20 Locations, size and dimensions of any proposed off -site construction activities associated clean -up operations. In addition, a continually updated list of available absorbent with this project: None. r materials and clean -up supplies should be kept on site. Ali Locations Soil Stockpiles: See Stormwater Pollution Prevention Plan Sheet C104 for soil 2. All maintenance personnel will be made aware of techniques for prevention of spills. They stockpile location(s). 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 A22 Existing site topography. See Site Grading Plan Sheet C102 or Topographic Survey Sheet / or necessary alterations to this plan. A23 8101 for existing site topography. Proposed final topography. See Site Grading Plan Sheet C102 for proposed site grading and 3. When spills occur which could endanger human life and this becomes primary concern, drainage patterns. the discharge of the life- saving protection function will be carried out by the local police B1 Description of potential pollutants sources associated with the construction activities: Silt and and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, in a manner subject to the approval of the Indiana Department of Environmental brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, Management. pesticides, acid rain, lime dust and concrete washout. 5. Flushing of spilled material with water will not be permitted unless so authorized by the B2 Sequencing of stormwater quality implementation relative to land disturbance activities: Indiana Department of Environmental Management. This plan has been created in an effort to eliminate sediment from leaving the project site B14 Monitoring and maintenance guidelines for pollution prevention measures: A regular construction site inspection schedule shall be implemented. The entire site during construction protecting the adjoining properties and the Crooked Creek receiving waters. must be inspected at least once per week and after every 0.5 inch rainfall event. The east and south east portion of this site enters inlets which lead to the storm sewer Silt Fence Maintenance Requirements system aligned with Michigan Road and 96th Street. The remainder of the site either sheet 1. Inspect the silt fence periodically and after each storm event. flows into the detention pond located between the two parcels or enters inlets that ultimately 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace lead to the detention pond. The detention pond outlets into a ditch that runs along the the affected portion immediately. south side of 96th street. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest PRECONSTRUCTION ACTIVITIES: point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Moley ") at 5. After the contributing drainage area has been stabilized, remove the fence and sediment 1- 800 - 382 -5544 to check the location of any existing utilities. They should be deposits, bring the disturbed area to grade and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements notified two working days before construction takes place. 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Evaluate the site for vegetative areas to be saved. See Sheet C104. 2. Inspect after each storm event. . 3. An orange construction fence shall be constructed along the perimeter of the dripline 3. Remove sediment, without flushing, when it reaches half the heiqht of the burrier. of the tree preservation areas prior to any earth moving. 4. Deposit removed sediment where it will not eater storm sewer drains. 4. A silt fence shall be installed at the edges of the project site where there is 5. Clean at least once per week and after every 05 inch rainfall event. potential for any stormwater runoff. Potential areas are identified based on existing Block and Gravel Curb Inlet Protection Maintenance Requireme -ts topography along the perimeters of the site. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate 1. After each storm event remove the sediment and replace the gravel, replace the existing vegetation suitable for use as filter strips along the project boundaries. geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to 6: Maintain a 10' minimum grass filter strip along the east and south boundary along reduce the sediment load on the curb inlet protection. mMichigan Road and 96th Street. 3. Inspect periodically for damage and repair. Keep grates free of debris. 7. A construction entrance shall be placed per the plan location. 4. Inlet protection shall be cleaned at least once per week and after every 0.5 inch rainfall 8. Install protective devices along existing storm sewer inlets per locations shown on the event. Stormwater Pollution Prevention Plan Sheet C104. 5. After the contribu ping drainage area has been stabilized, remove the gravel, wire mesh, 9. Establish construction staging area for equipment and vehicles as for from detention geotextile fabric and sediment deposits and dispose of them properly. ponds and swales as possible. 10. Establish onsite location for owner /operator /contractor placement of approved plans Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below and Rule 5 N01 and Rule 5 inspection documentation. the blanket. 2. If any areo(s) shows erosion, pull back that portion of the blanket covering it, re -seed CONSTRUCTION ACTIVITIES: the area and relay and staple the blanket. 3. After vegetative establishment check the treated area oeriodicolly. 1. Once erosion and sediment control measures are in place, begin land clearing followed Temporary Gravel Construction Entrance Maintenance Requirements, 1. Inspect entrance pad and sediment disposal area weekly and after storm events or immediately by rough grading. Do not leave large areas unprotected for more than 15 heavy use. days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days 2. Reshape as needed for drainage and runoff contra. or more will be stabilized (seeded, mulched, etc..) immediately. 3. Topdress with clean stone as needed. 2 Strip topsoil and temporarily stockpile in location provided on the Stormwater 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or Pollution Prevention Plan Sheet C104. sweeping. Flushing should only be used if the water is conveyed into a sediment trap or 3 Perform rough grading. basin. 4. After completion of rough grading, final grade and seed pond banks, landscape 5. Repair any broken road pavement ;mmediately. berms, common areas and swales immediately after grading is completed. 6. Streets should be swept /scraped at least twice weekly. 5. Upon completion of rough grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. Install riprop upon completion of end section installation at system discharge. 6. Install rock dams in pond as indicated per plans and details. B15 Erosion & sediment control specifications for individual building lots: Not applicable. See Sheets C801 & C802 7. Upon completion of sewer installation and inlet protection, proceed with street for Construction details and specifications for erosion & sediment cortrul on this site. construction. C1 Description of pollutants and their sources associated with the proposed land use: Silt and sediment from 8. Liming of streets should be done prior to the installation of storm sewers to prevent exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, the transmission of lime dust to ponds or receiving waters. antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, 9. once pavement and curbs are in place, install curb inlet sediment barriers. household items including but not limited to cleaning agents, chemirals, p -int, miscellaneous home improvement 10. Once inlet protection is in place, final grade all areas and spread topsoil. Upon materials, toys, clothing and animal waste, elevated storm rul',off temperatures, acid rain pesticides and completion of all grading, verify depth of pond per plan requirement, dredge as pathogens. needed. C2 Sequence describing stormwater quality measure implementation: B3 Stable construction entrance location(s) and specifications_ See Stormwater Pollution 1. Install inlet protection along existing curb inlets as shown on C104. These shall include inlets along the Prevention Plan Sheet C104 for location and Sheets C801 C802 for construction entrance south of the 9680 N. Michigan Rd parcel. details and specifications. 2. Install silt fence around the outer adges of the entire d sturbed area as shown on C104. B4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention 3. Install Temporary Construction Entrance in the proposed iocatirn as shown on C104. Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 4. Once new inlets are constructed, inlet protection measures shall be installed :..imediately. construction details ands specifications. P 5. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after .nstallation and continuing until vegetation Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 has been sufficiently established and all construction activity is complete. construction details and specifications. 6. Install the structural BMP along with the proposed storm sewer system. The BMP shall be inspected and B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution maintained as designated in the Operations and Maintenance Manual both during and after construction. Prevention Plan Sheet C104 for locations of inlet protection measures and Sheets C801 -C802 7. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and construction details and specifications, sufficient vegetative growth has been established in each area to a point where sediment /pollutants will B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C104 for locations not enter the waterway or storm sewer system. of runoff control measures and Sheets C801 -C802 for construction details and 8. Post construction stromwater quality is provided in part by the onsite detention pond, specifications. 9. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet the owner /developer or his designee until construction is completed. The contractor shall be responsible C104 for locations of stormwoter outlet control measures and Sheets C801 -C802 for for restoring to existing conditions any work required offsite or within platted easements. construction details and specifications. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention quality protection on this site employs a multi -level strategy consisting of. Plan Sheet C104 for locations of grade stabilization control measures and Sheets C801- 1. Reducing or eliminating post - project runoff. C802 for construction details and specifications. 2. Controlling sources of pollutants. B10 Location, dimensions, specifications and construction details of each stormwater quality 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system measure: See Stormwater Pollution Prevention Plan Sheet C104 for locations of various or receiving waters. stormwater quality measures and Sheets C801 -C802 for construction details and Typical stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: B11 specifications. Temporary surface stabilization methods appropriate for each season: See Stormwater a. Detention devices - existing pond located onsite. Pollution Prevention Plan Sheet C104 for locations of temporary surface stabilization b. Vegetated strips and /or swales - located on the outer edges of the parking lot and various islands. measures and Sheets C801 -C802 for construction details and specifications. c. Permanent erosion control seeding and plantings B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Velocity dissipation devices -block and stone ch ^ck darn at culvert outlet to pond. t C104 for locations of permanent surface stabilization measures and Sheets C801- Sheet e. e. Mulching - landscape areas and planting beds construction details and specifications. f. Aqua -swirl model AS -4 will treat the runoff as it exits the site and before it enters the detention pond. It is the intent of this plan that the implementation of the above described storm water quality measures be B13 Material handling and spill prevention plan: executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm Purpose: water quality. The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to C4 i specifications and construction details of stormwater quality measures: Location, dimensions, p q y establish the procedures and equipment required to prevent the discharge of oil and See Stormwater Pollution Prevention Plan Sheet C104 for locations of permanent stormwater quality measures and Sheets C801 & C802 for construction details and specifications. hazardous substances in quantities that violate applicable water quality standards, C5 Description of maintenance guidelines for proposed water quo:ity m- asures: cause a sheen upon or discoloration of the surface of navigable waters or adjoining Once construction is completed, a yearly inspection schedule of all pest- construction BMPs shall be established. shorelines, or cause sludge or emulsion to be deposited beneath the surface of the An inspection report will be due every year, with the first report due one year after the NOT is issued. water or adjoining shorelines. The Plan also establishes the activities required to Subsequent reports are due each year within the month of the original report. mitigate such discharges (i.e., countermeasures) should they occur. 1. See attached BMP Operations and Maintenance Manual.. Definitions: 2. Storm structures - inlets shrill be inspected semi- anually to ensure proper function. Any debris found Pollutant: means pollutant of any kind or in any form, including but not limited to clogging the grate shall be removed. Debris or sediment buildup within any structure shall be removed. sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, 3. Grassed areas - Grassed areas shall be maintained to a blade height less than 6 inches during the hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with growing seasons. Fertilizers shall only be used as necessary and spread evenly across all grassed areas. wastes other than dredged soil. The proposed Swale along the north propery line shall be inspected semi - annually or after every rainfall Discharge: event over 1 inch for visual signs of erosion and /or sediment build -up. Any deterioration shall be Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, restored to the design specifications of these construction documents. emptying, or dumping. 4. Landscape areas - Landscape areas shall be maintained. Planting beds, shrubs and trees shall be Navigable Waters: mulched and kept free of litter and debris at all times. Any visual deteriortation shall be restored to the Means all waters of the United States that are connected with a navigable stream, specifications of these construction documents. lake, or sea. [Note: This definition is usually interpreted to mean any wastewater 5. Trash collection -- All solid waste shall be stored within the appropriate containers and enclosed within (even normally dry wash or storm sewer) that eventually drains into a navigable the dumpster enclosure. The dumpster enclosure shell have all solid waste placed securely in appropriate stream]. containers. No loose debris shall be located within the enclosure and not within the containers. The Plan Review and Amendements: project site shall be visually inspected daily for litter /det; is. All litter /debris shall be placed within the This Plan shall be reviewed and /or amended, if necessary, whenever there is a proper recepticals in order to prevent the transmission of it to the storm sewer system. 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. ADDITIONAL STORMWATER POLLUTION PREVEN110N ur- ACI InrC" 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 on 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 an 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 o 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 Pu ose 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. Implementation 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 hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling f mobile construction g ob a co struct on 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 gnd 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 cons, coffee cups, paper bags, 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 coast action 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 use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be 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 chemicals (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. CQNCRETE 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. Incorporate 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 Dewaterin operations g 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. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfoll location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trao Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Af plications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize th! travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -third Gravity Bag Filter Description: A gravity bag filter, also referred to as a dewatering bog, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Application:,: Effective for the removal of sediments (gravel, sand, and silt). Some inetels 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 beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is this Fvaluation fnllnwinn n rninfnll YP.q Date of Inspection: Nn If VPC r1n +a fka rnin e +nnnorJ- i__k__ No. 1 - - - PROBLEM or CONCERN ...... -- YES NO N A 1. Is the site information posted at the entrance. cc d- PREVENTION NOTES DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg 2. Are all necessary permits attained and special provisions being implemented? :4 P4 XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg SHEET NO.: 3. I Is a construction entrance installed? Is it effective? Is it e.-lough , :21- cc CQ cc 4. Public and private streets are clean? �~ 5. Are appropriate practices installed where stormwater leaves the site? = Z 6. Silt fence is entrenched into the round? U Q o I a M 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? O o t4 Terminated to higher round? Pro e. t 'oined at ends? z 7 w_< = z < Q 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? U 0-4 Z 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? Z ww E...r W 10. I Diversions swales and/or waterbars are installed to plan and protected? � cc w Cn UD � 11. Perimeter practices have adequate capacity and do not need to bo cleaned out? 5 e 12. Inlet protection is installed on all functional inlets? (not filter fabric under rate M 1--ii M � 13. Inlet protection is installed so water does not flow under it? � L0 14. The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. The fabric, straw, mulch and/or stone is intact without doles or tears? 16. Catch basin insert protection is installed where _required? 17. 18. Sediment has been removed from the practice? Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 da s are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. 1 Growing vegetation has sufficient wa'Ler and/or nutrients to row? 244 Permanent stabilization of disturbed ground is progressing through the project? 25. Final gradinq and stabilization is progressing on corn leted areas? 26. The soil ha operly prepared for seeding? 27. Hard or soft ormoring is installed where naturcl vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 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 co file a separate NOI are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE AC110N Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by. Date: Date: Date: 6_5 z O Cnn w \\\` \ \ \� *� O. \ \ \\. 11C 111111111111 ! �. \ � • j A >Q- All . o3 TA : P• \` 111 1 11111111 \ \ \ \ \ \\ F, M,z C DATE: ? G �A ?12VGS AND THIS DRA NAND TH IDE 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. (L0 Schneider 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: CI M 0 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: cc d- PREVENTION NOTES DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg F-�- � XREF: N:\1238\044\dwgs\DANDYBAG.dwg :4 P4 XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg SHEET NO.: WQ , :21- cc CQ cc �~ CD = Z W C-4 '-iI U Q o I a M F---� f-.-i O o t4 z 7 w_< = z < Q UD I..q U 0-4 Z W Z ww E...r W vw � � cc w Cn UD � P4 5 e M 1--ii M � ir.-4 � L0 w O co -4- DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: STORMWATER POLLUTION PREVENTION NOTES DRAWING FILES: S: \3k \3502 \003 \dwgs \C801- C802.dwg XREF: F:\TSC-LDT4\cis-stnd\SheetNotes\Titlel.dwg XREF: N:\1238\044\dwgs\DANDYBAG.dwg XREF: S: \3k \3502 \003 \dwgs \003bs.dwg XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg SHEET NO.: C, (,u(a R Sidewalk less than 6' -0 width Curb if Curb ramp required slope 50:1 max. SECTION A —A 6 Sidewalk 6' -0 \'J> a'_0 6' -0 O 8 lope 12:1 Slope 12:1 �1 Pavement 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. 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. Sidewalk HANDICAP PARKING SIGN SIDEWALK CURB RAMP TYPE K „ CB03 8' 8' HANDICAP 5' HANDICAP TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 10 NO SCALE C803 DETECTABLE WARNING ELEMENTS SETTING BED CONCRETE BASE INTEGRAL CURB Q7 2' -O' sLDP-21 —� MIN. TO RM41� CURB _ PAVEMENT 1/2' PREFORMED JOINT FILLER O DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL O ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION OF CURB RAMP AND THE GUTTER SHALL BE LIMPED TO LESS THAN 11X IF R IS NOT PRACTICAL, A 7 -0' WIDE LEVEL. STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. SL z = 5 SPA. O 18• PAVEMENT CONSTRUCTION OF CURB IF SEPERATED FROM RAMP m �5 x 2' -0• ALTERNATE CURB CONSTRUCTION 6" STRAIGHT CURB p� HANDICAP RAMP DETAILS is C803 18" STOP SIGN INSTALLED IN rt LANDSCAPE AREA II I1 II II 10' HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2 -SIDED WERE STALLS FACING. II II GENERAL NOTES: Q- 2' STEEL PIPE, ROUND OR SQUARE, Z W rw 01 THESE DIMENSIONS ARE BASED ON A 4 IN. CURB w ��6' STEEL PIPE FILLED W/ CONCRETE HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED o° .v Z � 3" �\ \ �� �! .'•11..'.x• :�•. 1. . FOR OTHER CURB HEIGHTS. °p LZ I w O O.t1' -1.4• 8.33% + 5% - 13.33% > 11% O4 WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION CD 8.33X MAXIMUM I =�3 TO THE WIDTH SHOWN, SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF V -0'. SEC -nON O-a 5% MAXIMUM O3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE SQUARE PAT EM 2' -0' N FLUSH WITH THE EDGE OF ADJACENT PAVENENT O PROVIDE 2' -0' LEVEL STRIP 0 o O o o O o D o o DO 0 0 O• o O. 0 o ' AND GUTTER LINE TRUNCATED DOMES USED IF ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED O4 LANDNG AREAS AT THE TOP OF CURB RAMPS SHALL IN DETECTABLE WARNINGS EXCEEDS 11X MAY BE MONOLITHIC WITH LEVEL STRIP. COMPACTED HAVE MAMUM CROSS SLOPE OF 50:1 IN ANY z ►-~ STONE BASE 6" 2' —O" DIRECTION. WHEN SITE INFEASIBILITY PRECLUDES Cn H CHANGE OF GRADE SUBGRADE A LANDING SLOPE OF 50:1 N ANY DIRECTION, THE DETECTABLE WARNING BRICK • E- EEO SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 50:1 BRUSHED SAND MIXTURE Q IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO SETTING BED t� THE WIDTH SHOWN, THE LANDING WIDTH MAY BE SLOPE 12:1 CONCRETE BASE �� Y 2' 2' DECREASED TO 3•-0' MINIMUM. THE RUNNING PAVEMENT LO w SLOPE OF THE CURB RAMP MAY BE STEEPENED TO C803 A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE c O DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL O ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION OF CURB RAMP AND THE GUTTER SHALL BE LIMPED TO LESS THAN 11X IF R IS NOT PRACTICAL, A 7 -0' WIDE LEVEL. STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. SL z = 5 SPA. O 18• PAVEMENT CONSTRUCTION OF CURB IF SEPERATED FROM RAMP m �5 x 2' -0• ALTERNATE CURB CONSTRUCTION 6" STRAIGHT CURB p� HANDICAP RAMP DETAILS is C803 18" STOP SIGN INSTALLED IN rt LANDSCAPE AREA II I1 II II 10' HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2 -SIDED WERE STALLS FACING. II II NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP 12 SYMBOL DETAIL C803 NO SCALE 12' ° 4 a A O a '- • RESERVED 4 , a ° GREEN - ILLUMINATING TAPE (LETTERS) ° ° d ° ° PARKING ° d BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) • .d°° d 4° 2— A , ° d a WHITE - ILLUMINATING TAPE (BACKGROUND) X d a e �q ° a ° GREEN - ILLUMINATING TAP 4 E (ARROW) a Ad: . YM - GREEN - ILLUMINATING TAPE (BORDER) a G 4 d . ° d ° O ° °Q• C .e A 'G . ' ° °, a 1 'r 1 'r ° a ° ° . a. 4. ° o ° e° " e 'VAN ACCESSIBLE' TO BE NOTED FOR '• a , ' a • • •. , • SPACES DESIGNATED FOR THAT USE ° .4. a HANDICAP PARKING SIGN DETAIL 13 °. d . 8 NO SCALE C803 � EDGE OF PAVEMENT CURB TURN -OUT DETAIL 6" STRAIGHT CURB PAVEMENT CONCRETE 3000 PSI 1 1/2"r 71 / „ 1 2 r r--3" OF TOP SOIL EXISTING GROUND C3L Do GRANULAR o ° o. • o 1/y // \� \�f\ BACKFILL os0.•p O o °O VARIABLE STRAIGHT CONCRETE CURB DETAIL TYPE V (D.C.A.M. # 12 -02) L L- 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 6 (LIGHT DUTY) C8o3 THE SPACE BEHIND THE CURB SHALL BE FILLED NTH 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. J PROJECT NO.: Z 2' STEEL PIPE, ROUND OR SQUARE, Z W rw SET IN CONCRETE p w ��6' STEEL PIPE FILLED W/ CONCRETE r0 o° .v Z � 3" �\ \ �� �! .'•11..'.x• :�•. 1. . � °p LZ I w W CL 2 �° CD I I I =�3 z iyC I I M L0 L, Q o ° O ° 0 O O o ° DO o p o LiQ N MOWING EDGE O 00 0 o O o o O o D o o DO 0 0 O• o O. 0 o ' S Z ` A U' ---PAVING BASE C) MON � COMPACTED 3" z ►-~ STONE BASE 6" 2' —O" T Cn H E-T r w SUBGRADE 2' I • E- EEO CONCRETE FOOTING CONCRETE FOOTING t� TRAFFIC SIGNAGE 11 LO w NO SCALE C803 _-10' DIA. w NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP 12 SYMBOL DETAIL C803 NO SCALE 12' ° 4 a A O a '- • RESERVED 4 , a ° GREEN - ILLUMINATING TAPE (LETTERS) ° ° d ° ° PARKING ° d BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) • .d°° d 4° 2— A , ° d a WHITE - ILLUMINATING TAPE (BACKGROUND) X d a e �q ° a ° GREEN - ILLUMINATING TAP 4 E (ARROW) a Ad: . YM - GREEN - ILLUMINATING TAPE (BORDER) a G 4 d . ° d ° O ° °Q• C .e A 'G . ' ° °, a 1 'r 1 'r ° a ° ° . a. 4. ° o ° e° " e 'VAN ACCESSIBLE' TO BE NOTED FOR '• a , ' a • • •. , • SPACES DESIGNATED FOR THAT USE ° .4. a HANDICAP PARKING SIGN DETAIL 13 °. d . 8 NO SCALE C803 � EDGE OF PAVEMENT CURB TURN -OUT DETAIL 6" STRAIGHT CURB PAVEMENT CONCRETE 3000 PSI 1 1/2"r 71 / „ 1 2 r r--3" OF TOP SOIL EXISTING GROUND C3L Do GRANULAR o ° o. • o 1/y // \� \�f\ BACKFILL os0.•p O o °O VARIABLE STRAIGHT CONCRETE CURB DETAIL TYPE V (D.C.A.M. # 12 -02) L L- 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 2" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 6 (LIGHT DUTY) C8o3 THE SPACE BEHIND THE CURB SHALL BE FILLED NTH 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. J PROJECT NO.: Z 3502.003 Z W rw z p DRAWING FILES: S: \3k \3502 \003 \dwgs \C803- C805.dwg o M� r0 SHEET NO.: 3" �\ \ �� �! .'•11..'.x• :�•. 1. . � o- LA_ `` LZ I w W CL 2 �° C) z 6' -0" BETWEEN z iyC w E �� L, Q o ° O ° 0 O O o ° DO o p o C) TRANSVERSE JOINTS oo0 O 0 . O p , O • ° .O O 00 0 o O o o O o D o o DO 0 0 O• o O. 0 o ' r I 48' -0" BETWEEN EXPANSION JOINTS (MAX.) �•`� '•:mot:: ':':�• •:`:. '. •� :�` •'�' `,� : � '�: CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL tl 7 C803 CONCRETE WAL" GRADE SLOPE - 6" � : 1/4" PER FOOT I 1-1/2" R is �. �.::• <. :A. :' PAVEMENT SCORE 1/4 R COMPACTED oo°° SUBGRADE 6" 0 CONCRETE CURB AND WALK 8 6" MIN OVERLAP /-PAVEMENT -0 o- 0. O- 0• o- O 0' o° O• o° O• oDO O• o o °0 • O °O • o °o • o °O 0•0 °0.0 °0.0 °0.0 0.0...0.0.0.0.0.- z 8 GRAVEL °'° °o•° °o'° °% ..0...0.. °0 • o °0 BACKFILL ` //� ° ' ° ,0-0 ° °' ° ' °o•O °o•O °°' ° ° ° °' / o �\o'O ° °'O ° °'O °o'O /1�\ \\ °°°•O°o'O° °•O °0• cV o° 0• o° 0. O° 0. o° 0. ° .0 ° ° ' ° ° 0 ' ° ° ° .0 O° 0 • O° 0 • O° 0 • O° 0 GEOTEXTILE I��� \ °• ° ° °• ° ° °• ° ° °•° FABRIC / 0' ° °° ° °'O, � ° °) z ° • ° ° ° • ° Q o °o O 0 • ° ° ° 0 . O ODD 3" 3" (MIN) (MIN PIPE UNDERDRAIN IN PARKING LOTS 4 1/2" WITHOUT GUTTER e ceo} 6x6 6/6 MW 0 0 0 0 0 0 0 0 0 0 0° p X 0 0 0 o 0 ° 0 0 e 0 0 e 0 0 e 0 O ° 0 00 ° 0 o0 ° o 0 0 ° 0 o0 ° o �0 ° 0 00 ° 0 04 ° o 0 0 0 0 o 0 0 0 0 0 e o ° 6" CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) *PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 3 C803 6" CONC. CURB 2' -0" ebD It p, e e'er 16 o ve BACKFILL TAPERED CURB END DETAIL 4 NO SCALE 0803 INSTALLATION REQUIRED: • PERFORATED PLASTIC PIPE PER INDOT SPECS #718.02 9 C803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB i ll�rnls,?lt /-PAVEMENT o °0. + ° °o Q #8 GRAVEL o �0 , Ooo 0° 0 °0•o CO GEOTEXTILE FABRIC 3" 6" 6" SSD MAIN (MIN) (MIN PIPE UNDERDRAIN z 0 w o` �,Q'. • ' F 1 TA 111 HIM Cr DATE: �o d l l o THIS DRA ING AND THE IDEAS, DESIGN 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) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch neidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: N 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: TOP SOIL �o `— DRAWING FILES: S: \3k \3502 \003 \dwgs \C803- C805.dwg XREF: F:\TSC-LDT4\cis-stnd\SheetNotes\Titiel.dwg In XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: 3" �\ \ �� �! .'•11..'.x• :�•. 1. . ,'. co CQ 0 EARTH '' = �' °' =; :-•:... ,: •±�` "< C) >--I = BACKFILL w E �� L, Q o ° O ° 0 O O o ° DO o p o C) oo0 O 0 . O p , O • ° .O O 00 0 o O o o O o D o o DO 0 0 O• o O. 0 o ' r O °• 0 . 0 00 0• o °0 O Do . O DO • O oo o O D ° D OO ' 0 o 0 O o O 0 O 0 D O• p � COMPACTED 3" z ►-~ STONE BASE 6" 2' —O" COMPACTED Cn H E-T r w SUBGRADE 2' CONCRETE ROLL CURB WITHOUT GUTTER e ceo} 6x6 6/6 MW 0 0 0 0 0 0 0 0 0 0 0° p X 0 0 0 o 0 ° 0 0 e 0 0 e 0 0 e 0 O ° 0 00 ° 0 o0 ° o 0 0 ° 0 o0 ° o �0 ° 0 00 ° 0 04 ° o 0 0 0 0 o 0 0 0 0 0 e o ° 6" CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) *PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 3 C803 6" CONC. CURB 2' -0" ebD It p, e e'er 16 o ve BACKFILL TAPERED CURB END DETAIL 4 NO SCALE 0803 INSTALLATION REQUIRED: • PERFORATED PLASTIC PIPE PER INDOT SPECS #718.02 9 C803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB i ll�rnls,?lt /-PAVEMENT o °0. + ° °o Q #8 GRAVEL o �0 , Ooo 0° 0 °0•o CO GEOTEXTILE FABRIC 3" 6" 6" SSD MAIN (MIN) (MIN PIPE UNDERDRAIN z 0 w o` �,Q'. • ' F 1 TA 111 HIM Cr DATE: �o d l l o THIS DRA ING AND THE IDEAS, DESIGN 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) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch neidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: co 0 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: d- DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C803- C805.dwg XREF: F:\TSC-LDT4\cis-stnd\SheetNotes\Titiel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: W co CQ C) >--I w E �� L, Q o F w a C) ,� F--� Ix (D a z r z 4 w V 1 � U z ►-~ E--__q z Cn H E-T r w C Cn W E- EEO LO w � w 0 C' D DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C803- C805.dwg XREF: F:\TSC-LDT4\cis-stnd\SheetNotes\Titiel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: FINISH GRADE CLEANOUT PLUG 6" PIPE APPROX. 90' LONG RADIUS CONCRETE ENCASED SPRING LINE :6 ,' .'d'•' OF PIPE d. CONNECT TO EXISTING SERVICE _ OR PLUG FOP FUTURE SERVICE. SANITARY SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEANOUT DETAIL FOR SEWER MAIN. 6 C804 JIANUAK M HEAVY DUTY LAMPHOLE CASTING W/ SOLID UD. NEENAH R- 1974 -A OR APPROVED EQUAL FINISH GRADE --, I- -I I-- CONCRETE COLLAR 6' PIPE APPROX. 90' ll I LONG RADIUS EWA SPRING LINE OF PIPE PLUG '--SANITARY SEWER LATERAL TYPICAL CLEANOUT DETAI 7 WITH PLUG C804 IN PAVED AREAS N.T.S. STANDARD TEE PUMPER NOZZEL VALVE BOX COVER MARKED "WATER" CAST IRON VALVE BOX HYDRANT HYDRANT 2-2&1/2" HOSE NOZZLES - FJNJSH GRADE DEPTH VARIES, 4' -6" MINIMUM T112 CUBIC YARD OF CRUSHED STONE ,—UNDISTURBED EARTH GRADE I GRADE (NEW OR EXISTING) VARIES /-(NEW OR EXISTING) MqX 3• '0 STANDARD HYDRO ' I l —III I I_} ►1 S -75 EROSION CONTROL SEEDING W /STRAW BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION 3 NO SCALE 0804 DISTANCE FROM CURB TO BE SET BY FIRE DEPARTMENT FIRE HYDRANT ORIENTATION OF HYDRANT NOZZLE BY FIRE DEPARTMENT 8" CI VALVE BOX WATER MAIN 7 6" GATE VALVE CONCRETE THRUST .•',�'.�;- BLOCK (DO NOT LENGTH VARIES COVER DRAIN HOLE) NO BENDS CONCRETE BLOCKING PREFERRED VARIES VARIES SECTION FIRE HYDRANT FIRE HYDRANT DETAILS 8 NO SCALE NO SCALE 0804 PAVEMENT a s .0 SR PIPE DIREC11ON CULVERT .. _ ��Y��Y�iT�LT��T�L NOTES 1. MINIMUM THICKNESS OF RIPRAP TO BE 12 ". 2. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL PIPE SIZE B La w SIZERPRAPd50 46' 12' 30' 20' 12' 42- 10.5' 25' 18' 12- 36 9' 20' 15' 9' 30' 7.5' 15' 12' 9' 24' 6' 12' 10' 6- 12'-21- 4' 10' 1 B' 6- PIPE Q �' CULVERT END SEC11ON RIPRAP & GEOTEXTILE` UNDER END SECTION TOE ANCHOR La OR TO EDGE OF SAFETY LEDGE RIPRAP & GEOTEXTILE (SEE NOTES) 2' RIPRAP DETAIL © END SECTION W PLAN VIEW Grooved end on outlet end tongue end on inlet end D (FINAL) I PIPE I CONCRETE CULVERT I END SECTION I COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS [i A a I F`- o Q o g„ 3" o Groove (or tongue) to iv be the some as on standard reinforced concrete pipe ASTM designation C76 CLASS 'A' CONCRETE LONGITUDINAL SECTION SLOPE DETAIL 1 1/2"r SECTION Y -Y 12 "CtoC MAX.SPACING HOOK BOLTS CLASS 'A' CONCRETE E +2T f 'll SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA (MIN) A C D E K R1 R2 APPROX. 1211 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 /8" 9" 8CO 15" 2 1/4- 7" 4' -0" 6' -3" 2' -6" 1.5 12 1 /2" 11 11100 18" 2 1/2" 11" 4' -1" 6' -2" 3' -0" 1.8 15 112" 12 1,300 21" 2 3/4" 11 " 3' -6 6' -3n 3; 6;, 2.1 16 1/8" 13„ 1,500 2.4 3' 1'-0" 2'-8" 6 -3 4 -0 2.3 16 3/16" 14 1,800 27" 3 1/4" 1' -1" 2' -5" 6' -3" 4' -6" 2.6 118 1/2" 14 1/2" 2,100 30" 3 1/2" V -2" 1' -10" 6' -3" 5' -0" 2.9 18 3/16" 15" 2,400 33" 3 3/4" V -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36" 4" 1' -5" 3'- 1" 8' -3" 6' -0" 3.4 23 3/4" 20" 1 x,200 48" 5" 2' -0" 2' -2" 8' -2" 7' -0" 1 28 1 /8" 22" 1 6,500 * TOLERANCE +/— 1" PRECAST CONCRETE END SECTION z O cn w Cif \\\ \ \\ \ AT 0 !!J 11111111111 \ \\ TE: ND E7/ESS6 THIS DRAWIN A THE A D 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) 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE PROJECT NO.: M 0 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C803— C805.dwg W XREF: S:\3k\3462\006\dwgs\AS4—CFD.dwg Q SHEET NO.: co coF--� CQ Z � CD r Z w P4 ~II ° O � o 4 V 1 Z C0 E— E 4i cc LO o M P4 0 T-i ceD DATE PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C803— C805.dwg XREF: F:\TSC—LDT4\cis—stnd\SheetNotes\Titlel.dwg XREF: S:\3k\3462\006\dwgs\AS4—CFD.dwg XREF: S:\3k\3462\006\drainage\BMP\Concrete Sill. SHEET NO.: (Co":"(04 If traffic loading (H -20) is required or anticipated, a concrete pad must be placed over the entire Stormwater Treatment System. Sample details of concrete pad available upon request. Cover ,concrete rame Manhole Frame & Cover Detail For H -20 Traffic Loading Areas NTS Me � Oil /Debris Storage: 190 gal. NEENAH R- 1077 -A COVER WITH PIPE TURNS Manhole Frame an 'SCLF— SEALING' SELF— SEAUNG APPLICATION OR APPLICATION * Please see accompanied Aqua -swirl specification notes. Pipe coupling Cover by Manufacturer. (See Details) 30" 24' DIA RINGS IF NEEDED (4 MAX.) Rim elevations to match finished grade. HDPE risers can be field b Contractor. * See Site Plan for actual system orientation. by Contractor. Grade (Rim) BETWEEN JOINTS.L LONE TOP TO MATCH ADJUSTING cut RING PROFILE. STRAIGHT THRU A 12 long Stub -out 24' -33" GREATER THAN 45' TO 90' D ILm.. 48 "0 MANHOLE NOTE: Bc = OUTSIDE DIAMETER FOR PIPES 24 "0 AND LESS MANHOLE CONFORMS TO 78" ASTM C -478 by Manufacturer. 60 "0 MANHOLE JOINTS CONFORM TO Riser " ASTM C -443 FOR PIPES 27 - 36 0 Varies r 0 —RING GASKET 16' TYP. ASPHALTIC MASTIC OR 0 54 Vent — JOINTS. z RECAST CONCRETE SECTIONS PREFORMED HOLE TO Inlet MAX. OF PIPE O.D. +6" Outlet Varies W/ NON - SHRINK CEMENT BENCH WALLS AT MIN, GROUT 1/2' PER FOOT SLOPE a ' #4 REBARS 0 12. O.C. wU) —EACH WAY (STEEL MESH ° AREA =0.12 SQ. IN. /SQ. 'a .... ..°i...a..�... 6" FT. OR APPROVED MIN 8' BASE . .°� ............ .............. EQUAL) 6" Cn 18" OD Max MANHOLE BASE SET ON F•-- -i 6" OF #8 STONE �..� M LO O W O C''D d' Gravel 8ackfill shall extend at least 3.5 feet outward from �� 66 Swirl Concentrator and for the full height of the Swirl Concentrator (Including riser) Vent Swirl Inlet outlet extending laterally to undisturbed soils. (See MH Detail Below) Arched Baffles 104" Octagonal Base Plate I 66" Plan View Cover —� Manhole Frame & Cover Detail For H -20 Traffic Loading Areas NTS Section A -A ua -Swirl Concentrator Model AS -4 Standard Detail K�5 C805 w _J M a 11 1 STORM MANHOLE NEENAH TYPE CASTING NO. R -3472 T. C. r- ASPHALT r:rr:•:•:: iv'.•:•: is ..:': ... d. 24% 24" .... ::. 6" MIN. Q .`:, . A . O I I VAR PIPE SIZE I I f 18" MAX I I I : : :.... .......4 ::........... : 6" STONE BEDDING OF #8 STONE PAVED AREA INLET 6 C805 EDGE OF PAVEMENT, MIN. 6' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE 5' OR LESS GROWTH IF NOT IN THE PUBLIC R/W UNDER PAVEMENT MANHOLE SIZE NEENAH R- 1077 -A COVER WITH PIPE TURNS NEENAH R- 1712 -B FRAME WITH 'SCLF— SEALING' SELF— SEAUNG APPLICATION OR APPLICATION APPROVED EQUAL UP TO 60' PRECAST CONCRETE ADJUSTER iv .. 24' DIA RINGS IF NEEDED (4 MAX.) ASPHALTIC MASTIC OR ECCENTRIC CONE OR REDUCER CAP BUM RUBBER SEAL — — — — — _ A3 REQUIRED BY SITE CONDITIONS. BETWEEN JOINTS.L LONE TOP TO MATCH ADJUSTING 60' RING PROFILE. STRAIGHT THRU 60' 24' -33" GREATER THAN 45' TO 90' D ILm.. 48 "0 MANHOLE NOTE: Bc = OUTSIDE DIAMETER FOR PIPES 24 "0 AND LESS MANHOLE CONFORMS TO FULL HEIGHT ASTM C -478 MANHOLE STEPS AS 60 "0 MANHOLE JOINTS CONFORM TO SPECIFIED. " ASTM C -443 FOR PIPES 27 - 36 0 �. r 0 —RING GASKET 16' TYP. ASPHALTIC MASTIC OR 5" MIN. BUTYL RUBBER SEAL AT — JOINTS. z RECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W W/ NON - SHRINK CEMENT BENCH WALLS AT MIN, GROUT 1/2' PER FOOT SLOPE a ' #4 REBARS 0 12. O.C. wU) —EACH WAY (STEEL MESH ° AREA =0.12 SQ. IN. /SQ. 'a .... ..°i...a..�... 6" FT. OR APPROVED MIN 8' BASE . .°� ............ .............. EQUAL) 6" Cn MANHOLE BASE SET ON F•-- -i 6" OF #8 STONE MANHOLE SIZE PIPE PIPE TURNS 96' 48' 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' PRECAST REINFORCED CONCRETE MANHOLE EDGE OF PAVEMENT, MIN. 6' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5 � GROWTH IN THE PUBLIC R/W MIN. 1.25 Bc ' REGULAR BACKFlLL '8' BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR Bc 1/6 Bc DENSITY d GREATER THAN 5' FROM EDGE OF PAVEMENT Ka- STORM SEWER C805 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 do BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE NOTE: NOTE: ALL BEDDING & INITIAL BACKFlLL 63' SHALL BE INSTALLED IN 6' ALL BEDDING & INITIAL BACKFlLL TO 12' BALANCED LIFTS :'- :d•;;,.,•,,;.•.,.,.,.;..;.;d.. 4' -12" :.:•........:... A MINIMUM 9' OF CLEARANCE SHALL SHALL BE INSTALLED IN 6' BE PROVIDED ON EACH SIDE OF DEPTH OF BEDDING DEPTH OF BEDDING TD 12' BALANCED LIFTS GASKET DETAIL SECTION A -A MATERIAL BELOW PIPE MATERIAL BELOW PIPE d = DEPTH OF BEDDING LEGEND MATERIAL BELOW PIPE C805 A MINIMUM 9' OF CLEARANCE SHALL 34 30 D ILm.. BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE Bc = OUTSIDE DIAMETER D f4 MIN. 36 D = INSIDE DIAMETER 27' & SMALLER 3' 27' & SMALLER 3' 60 d = DEPTH OF BEDDING 30' TO 60' e 30' TO 60' 4' 66' & LARGER 6' o MATERIAL BELOW PIPE 66' & LARGER 6' Ka- STORM SEWER C805 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 do BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE NOTE: PROJECT NO.: ALL BEDDING & INITIAL BACKFlLL 63' SHALL BE INSTALLED IN 6' 12 TO 12' BALANCED LIFTS :'- :d•;;,.,•,,;.•.,.,.,.;..;.;d.. 4' -12" :.:•........:... A MINIMUM 9' OF CLEARANCE SHALL LEGEND BE PROVIDED ON EACH SIDE OF "0.D. THE INSTALLED PIPE Bc = OUTSIDE DIAMETER GASKET DETAIL SECTION A -A D = INSIDE DIAMETER DETAIL d = DEPTH OF BEDDING 1 48 MATERIAL BELOW PIPE PLACE 1/2" CIA I PREFORMED GASKtI MAILKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PROJECT NO.: A MAX 63' j PRECAST CONCRETE 12 ADJUSTING RING OR \ FLANGE OF CASTING \ :'- :d•;;,.,•,,;.•.,.,.,.;..;.;d.. 4' -12" :.:•........:... NOMINAL�.2' BUM RUBBER 24 r.D. BASE EX�IttttuuDABLE .....: :`.q :..::::::::.d ::.4:::....... 1/2' 1" PREFORMED GASKET MATERIAL TYP "0.D. SEE DPW SPECS. 34 GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL 24 1 48 (FIGURE 5 -46) C805 QOO 1 ooQ C]G�� STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. R -3010 TYPE A OR APPROVED EQUAL r- ASPHALT 001 Q....Q...e••••4••••. OPENING o..a A " o' v.• I Q I 0 I I I I B I '.':.': e.'.'.'.':..'.': .'.':.'.'.':.'. . ....... . a .... STANDARD REINFORCED CONC. BASE 6" #8 STONE BEDDING DIMENSIONS (INCHES) PROJECT NO.: A MAX B I.D. C (MIN) 12 36 IS 15 36 21 18 48 SHEET NO.: 21 48 24 1 48 31 27 60 34 30 60 38 33 60 36 60 44 42 60 SPECIAL STRAIGHT CURB INLET EDGE OF PAVEMENT, CURB, GU"'ER OR MIN. 6' TOPSOIL SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS EDGE OF PAVEMENT. IN THE PUBLIC R/W GROWTH CURB, GUTTER OR SIMILAR STRUCTURE �..;f• .: s;:i ' IN THE PUBLIC 11W 'B' BORROW OR EQUIV. MIN. 1.25 Bc +12' GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY MIN. 12' #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE Bc / 4' WITHIN 5' OF EDGE OF PAVEMENT NOTE: PROJECT NO.: ALL BEDDING & INITIAL BACKFlLL 3502.003 SHALL BE INSTALLED IN 6' CHECKED BY: TO 12" BALANCED LIFTS co DETAILS LEGEND A MINIMUM 9' OF CLEARANCE SHALL XREF: S: \3k \3462 \006 \dwgs \AS4— CFD.dwg BE PROVIDED ON EACH SIDE OF SHEET NO.: THE INSTALLED PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) REINFORCED CONCRETE PIPE (RCP) 4 PLASTIC PIPE (PVC do HDPE) C.A.M. 1500-05 C.A.M. # 500-06 C805 C.A.M. # 500-03 MIN. 6' TOPSOIL TO ENSURE GRASS GROWTH REGULAR BACKFlLL ja CRUSHED STONE OR —< APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE NOTE ALL BEDDING & INITIAL BACKFlLL SHALL BE INSTALLED N 6' M 12' BALANCED LIFTS A MINIMUM 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TRENCH DETAIL PLASTIC PIPE (PVC & HDPE) C.A.M. # 500-04 LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE Z O C/1 W \`\\\\0���`�uuui urluu .a .7 \TA /A,. aA THIS DRAW! AND THE IDEAS, DESI S AN 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) c THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE PROJECT NO.: C\2 0 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: co DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C803— C805.dwg XREF: F:\TSC—LDT4\cis—stnd\SheetNotes\Titlel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4— CFD.dwg XREF: S: \3k\346 2\006\dra in age\BMP \Concrete Sill. SHEET NO.: co lw z cc CD z 1 �z F4 � F— ii o �a ° a z z V 1 U W w W 0 wU) cc Cn M F•-- -i �..� M LO O W O C''D d' DATE PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \C803— C805.dwg XREF: F:\TSC—LDT4\cis—stnd\SheetNotes\Titlel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4— CFD.dwg XREF: S: \3k\346 2\006\dra in age\BMP \Concrete Sill. SHEET NO.: STREETS H. Curing Concrete - Except as otherwise specified, SANITARY SEWER SYSTEMS cure all concrete by one of the methods described 11 in Section 501.17 of the Indiana Department of The work required under this section includes all Transportation Specifications, latest revision. TYPICAL SANITARY SEWER SPECIFICATION TO BE l,'SED FOR PRIVATE SEWER I. Bituminous Pavement - Hot asphalt concrete necessary to complete the work indicated on drawings pavement shall be as specified in Section 402 EARTHWORK and must comply with Section 401.05 of DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT the Indiana Department of Transportation All strF.ets, parking areas in contract limits STORM SEWER SYSTEMS Curbs and gutters be permitted during unfavorable weather or when REVISED MAY 2002 the temperature is 40 degrees F. and falling. 2. MATERIALS J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the 1. Standard specifications of the District and Indiana Department of fully compacted subbase. Compaction shall be C. Existing Improvements - Maintain in operating 1. SCOPE OF WORK 1. SCOPE OF WORK roller weighing 8 to 10 tans. Compact to 90% Transportation shall apply for all work and materials. Pipe shall be installed in compaction using Standard Testing Procedures. condition all active utilities, sewers and other Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal material shall be tamped with mechanical tampers accordance with Section 715. or with approved hand tampers. drains encountered in the sewer installation. The work under this section includes all storm sewers, A. Extent: The work required under this section U Z 2. Sanitary pipe shall be PVC in accordance with ASTM D -3034 S D R. sewer PP W Repair to the satisfaction of the owner any damage storm water inlets, and related items, including consists of all excavatin g' filling, rou h grading w r14 35 ) and ASTM 2321. PVC pipe small have grooved bell and gasket. The pipe to existing active improvements. ckfilling, necessary to complete the and related items necessary to complete the work W shall be made of PVC plastic having a cell classification of 124548. D. Workmanship - To conform to all local, state and work shown on the drawings. indicated on the drawings and described in the , 3. VC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 „ �--q national codes and to be approved by all local and 2. MATERIALS specifications. The Contractor shall notify in I= _4-� specification. Fittings in sizes through 8 shall ,,e molded in one piece with u7 o state agencies having jurisdiction. writing the owners and the Engineer of any changes, elastorieric joints and minimum socket depths as specified in sections 6.2 C. Premoulded Joint Filler - Shall be of non A. Storm Sewers errors, or omissions found on the plans or in and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance E. Trenching - Lay all pipe in open trenches, except the field, before work is started or resumed. with section 7.11 with manufacturers standard pipe bells and gaskets. Wall ." M ::t when the local authority gives written permission 1. Reinforced concrete sewer pipe shall confirm pavements shall comply with the Indiana Department thickness of fittings shall be SDR 26 as defined in section 7.4.1 of for tunneling. Open the trench sufficiently ahead to ASTM C -76 latest revision, with joints E. Compacted Aggregate Subbase: Shall be crushed specifications. Gaskets for elastomeric joints shall be molded with a minimum of pipe - laying to reveal any obstructions. The conforming to ASTM C -443 latest revision. 1. In general, the items of work to be crosssectional area of 0.20 square inches rind conform to ASTM F -477 width of the trench shall be the inside pipe performed under this section shall include: specification. Fittings shall be manufactured by Horco or equal. diameter plus 24 inches for 12 inches above the P 2. Corrugated PE Pipe and Fittings: AASHTO M 294, clearing and grubbing, removal of trees and 4. All sanitary anholes shall be recast concrete manholes in accordance with y p pipe. Sheet and brace trench as necessary to Type S, with smooth waterway cou lip joints. yP stumps (where required), protection of trees ASTM C -478 and Section 720. 0 -rings sholi conform to C -443. Kent Seal or protect workmen and adjacent structures. All P g to remain, stripping and storage of topsoil, Equivalent shall also be applied to all joints and between riser rings and trenching to comply with Occupational Safety and fill compaction and rough grading of entire castings. Manhole step spacing shall be no more than 16- inches. Manholes Health Administration Standards. Keep trenches A. Silttight Couplings: PE sleeve with ASTM D site. shall be air tested for leakage in accordance with ASTM C1244 -93, Standard free from water while construction is in progress. 1056, Type 2, Class A Grade 2 gasket Test Method for Concrete Sewer Manholes by the Negative Air Pressure Under no circumstances shall pipe or appurtenances material that mates with pipe and fittings 2. Excavated material that is suitable may be (Vacuum) Test. be laid in standing water. Conduct the discharge to form silttight joints. used for fills. All unsuitable material shall A. Installation and operation of vacuum equipment and indicating devices from trench dewatering to drains or natural be buried on site, or removed off site, and must be in accordance with mo- lifacturers recommendations and drainage channels. disposed by the contractor. All surplus performance specifications which have been provided by the B. Manholes excavated material not required shall be manufacturer and accepted by the Engineer. The vacuum equipment F. Special Supports - Whenever, in the opinion of the stockpiled on site where designated by must be capable of testing the entire manhole, including the casting Engineering, the soil at or below the pipe grade 1. Precast reinforced concrete manhole sections the Engineer. and riser rings is unsuitable for supporting sewers and and steps shall conform to ASTM C -478 latest B. With the vacuum tester set in place: appurtenances specified in this section, such revision. 3. Provide and place any special fill 1. Connect the vacuum pump to the outlet port with the valve open. special support, in addition to those shown or material from off the site as may be 2. Draw a vacuum of ten X10) inches of Hg. and close the valve. specified, shall be provided as the Engineer may 2. Casting shall be of uniform quality, free required. Fill obtained from off site C. Accepted standards for leakage will be established from the elapsed direct, and the contract will be adjusted. from blow holes, porosity, hard spots, shall be of kind and quality as specified time for a negative pressure change from ten (10) inches to nine (9) shrinkage distortion or other defects. They and the source approved by the Owner. inches of mercury. The maximum cllowable leakage rate for a four G. Backfilling - for a depth of at least 12 inches shall be smooth and well cleaned by shot (4) foot diameter manhole must be in accordance with the following: above the top of the pipe, backfill with 12" of #8 crushed - blasting or by some other approved method. 4. The Contractor shall accept the site as Minimum Elapsed Time for a stone or #8 fractured face aggregate. Compact this backfill They shall be coated with asphalt paint finds it and shall remove all trash, rubbish Manhole Depth Pressure Change of 1 Inch Hg thoroughly, taking care not to disturb the pipe. For the which shall result in a smooth coating, and debris from the site prior to starting 10 feet or less 60 seconds remaining trench depth, backfill with earth or tough and tenacious when cold, not tacky or excavation. >10 feet but <15 feet 75 seconds granular material containing stones or rocks not brittle. They shall be gray iron meeting >15 feet but <25 feet 90 seconds larger than 4 inches. Backfill under and within ASTM A -48 latest revision. B. Work not included: The following items of For manholes five (5) feet in diameter, add on additional fifteen (15) 5' of walks, parking areas, driveways and streets related work are specified and included in other sections of these specifications: seconds and for manholes six (6) feet in diameter, add an additional shall be granular material only - thoroughly 3. Joints - Manhole sections shall be jointed thirty (30) seconds to the time requirements for four (4) foot compacted, by approved methods. with rubber type gaskets. The rubber type 1. Excavation grading and backfillin for 9 9 9 diameter manholes. For all manholes deeper than twenty-five 25 P y ( ) H. Flow Channels - The flow channels within manholes gaskets shall meet ASTM C -443 latest utility lines feet, the Engineer will determine the applicable minimum elapsed shall be an integral part of the precast base. revision. time. The channels shall be shaped and formed for a 2. Storm drainage systems 0. If the manhole fails the test, necessary repairs must be made and clean transition with proper hydraulics to allow C. SUBDRAINS the vacuum test and repairs must be repeated until the manhole the smooth conveyance of flow through the manhole. 3. Sanitary ewer systems Y Y passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the The bench wall shall be formed to the crown of the » 1. Perforated plastic pipe subdrains shall 4. Streets and paving manhole must be disassembled and the joint sealants replaced. inlet and outlet pipes to form a U shaped channel. The bench wall shall slope back from the conform to ASTM F -405. . F. Manholes will be subject ro visual insl,ection with all visual leaks being crown at 1/2 inch per foot to the manhole wall. 3. APPLICATION 5. Water supply system repaired. 5. Butyl rubber coating shall be applied around each manhole joint from I. Infiltration - The contractor shall furnish A. Permits and Codes - The contractor's bid on 2. BENCH MARKS 6- inches above to 6- inches below each joint. The appropriate primer shall necessary equipment to test sewers for contractor's bid on the work covered herein shall be applied prior to applying the rubber coating. Inside joints to be filled with infiltration. Infiltration rates shall not exceed be based upon the drawings and specifications Maintain carefully all bench marks, monuments and other precoat plug material. the Local Standards. All sanitary sewer lines and compliance with all applicable codes and reference points; if disturbed or destroyed, contractor 6. The manhole chimneys, including all riser rings shall be sealed using upon completion will be required to pass a low regulations as amended by any waivers. Contractor shall contact engineer. Infi- Shield Uniband or approved equal. Prior to placement, the top 4- inches pressure air test, unless otherwise directed by shall furnish all bonds necessary to get permits of the manhole cone and costing frame s;iall be cleaned and primed. The Aqua Source. Said test shall be conducted for cuts and connections to existing sewers. 3. REMOVAL OF TREES Uniband shall extend from 3- inches below the top of the cone section to according to NCPI Standard Method, and shall be 2- inches over the flange of the manhole casting frame. witnessed by on inspector authorized by Aqua Source. B. Local Standards - the term "Local Standards" as A. Remove all trees and stumps from area to be 7: The casting elevations are set by plan. However, the castings are to be Infiltration under test shall not exceed 100 gallons used herein means the standards of design and occupied by road and surfaced areas. Removal of adjusted in the field by the Engineers representative should a discrepancy per inch of inside diameter of sewer pipe per mile construction of the respective municipal trees outside these areas shall only be done as occur between plan grade and existing grade. New manhole ring and cover of sewer in 24 hours and inclusive of all department or utility company. noted on drawings or approved by the Owner. shall be installed to establish grade. Maximum height of adjusting rings shall appurtenances within the section being tested such B. All brush, stumps, wood and other refuse from the be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular as manholes, house connections, etc. C. Existing Improvements - Maintain in operating site shall be buried onsite or removed to disposal material. Trenches opening within 5 -feet of paved roadways shall be condition all active utilities, sewers and other areas off of the site. Disposal by burning shall not backfilled with granular material in accordance with Section 211. Backfill under J. Flushing Sewers - Flush all sanitary sewers except drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage be permitted unless proper permits are obtained sidewalks shall be granular, unless th; walks are constructed a minimum of 6 building sewers with water to obtain free flow to existing active improvements. See also Earthwork (where applicable). The location of on site bury months after backfill has been in place. through each line. Remove all silt and trash from Note 6.C. pits shall be designated by the owner or the 9. The Contractor shall be responsibly fir verifying that all state highways, city, appurtenances just prior to acceptance of work. Engineer. and county permits have been obtained by the developer prior to start of D. Workmanship - To conform to all local, state and construction. K. Plastic Sewer Pipe Installation - Plastic sewer national codes and to be approved by all local and 4. PROTECTION OF TREES 10. The Contractor shall be required to furnish the developers Engineer with a pipe shall be installed in a accordance with ASTM 'state agencies having jurisdiction. set of prints, marked in red pencil, showing actual sewer location and invert, D2321 per latest revision and no plastic pipe A. General Protection: The Contractor shall be to include lateral location, depth ajid length. Such asbuilt prints must be shall exceed a deflection of 5 %. E. Trenching - Lay all pipe in open trenches, except responsible for the protection of tops, trunks received by the Engineer before the final contract payment can be authorized. when the local authority gives written permission and roots of existing trees on the project site The sanitary sewer laterals and stubs termination shall be indicated on the L. Storm Water Connections - No roof drains, footing for tunneling. Open the trench sufficient ahead that are to remain. Existing trees subject to surface with a metal fence post set immediately above the said termination drains and /or surface water drains may be of pipelaying to reveal any obstructions. The construction damage shall be boxed, fenced or point. connected to the sanitary sewer systems, including width of the trench shall be the inside pipe otherwise protected before any work is started; 11. All sanitary sewer lines upon completion will be required to pass a low temporary connections during construction. diameter plus 24 inches for 12 inches above the do not stockpile within branch spread. Remove pressure air test. Said test shall be conducted according to ASTM 1417 -92, pipe. Sheet and brace trench as necessary to interfering branches without injury to trunks and and shall be witnessed by an Engineer and a representative of the District. M. Waterline Crossing - Waterlines and sanitary sewers r protect workmen and adjacent structures. All cover scars with tree paint. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot shall maintain a minimum of 10 foot horizontal trenching comply with Occupational Safety and of water above the sewer line being tested. separation and a minimum 18 inches of clearance e Health Administration Standards. Ke trenches 5. HANDLING OF TOPSOIL 12. Deflection tests shall be performed on all iiexibie* pipe after the final backfill between pipes at crossings. Otherwise, sanitary free from water while construction e n has been in place at least 30 days. No pipe shall exceed a vertical deflection sewer within 10 feet of waterlines shall be progress. Under no circumstances lay pipe or appurtenances A. Remove all organic material from the areas to be g of 5% deflection test results. *The following .ire considered non - flexible ( 9 constructed of water works grade Ductile Pipe in standing water. Conduct the discharge from occupied by buildings, roads, walks and parking pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection mechanical joints and fittings. trench dewatering to drains or natural drainage areas. Pile and store topsoil at a location test shall be performed with a nine -point mandrel. Proving rings shall be channels. where it will not interfere with construction available. N. Utilities - It shall be the responsibility of operations. Topsoil shall be reasonably free 13. All mandrel testing shall be observed by a professional engineer each contractor to verify all existing utilities F. Special Supports - Whenever in the opinion of the from subsoil, debris, weeds, grass, stones, ect. representative for certificatici and a representative of the District. and conditions pertaining to his phase of the Engineer the soil at or below the pipe grade is 14. The ends of laterals are to be plugged 'tight with a braced plastic disc or work. It shall also be the contractors unsuitable for supporting sewers and appurtenances B. After completion of site grading and subsurface cap capable of withstanding a low pressure air test without leakage. responsibility to contact the owners of the specified in this section, such special support utility installation, top soil shall be replaced 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below various utilities before work is started. The in addition to those shown or specified, shall Abe in areas designated on the erosion control plan the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 P�P P�P 9 9 P�P contractor shall notify in writing the owners and provided as the Engineer may direct, and the for seeding and /or sodding. Any remaining top crushed stone from 6- inches below the pipe to the spring line of the e PP P g the engineer of any changes, errors or omissions contract will be adjusted. Soil shall be used for finished grading around 9 9 and from this point to 12- inches abuve s all be fill sand or equivalent. . found on these plans or in the field before work P structures and landscaping areas. Manholes shall be placed on no less nccn 6- inches of No. 8 crushed stone is started or resumed. bedding. G. Backfilling - for a depth of at least 12 inches 16. Water and sewer line crossings and separations shall be in accordance with 0. Service Laterals - Individual building service lines above the top of the pipe, backfill with earth or 6. DISPOSITION OF UTILITIES: 327 IA (, 3 -6 -9. 32 shall be 6 in diameter and of material equal to granular material free from large stones, rock Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, that specified in 2A of this section. Service fragments, roots or sod. Tamp this backfill A. Rules and regulations governing the respective and shall be properly protecte.i and /or barricaded when left unattended. lines shall be connected to the main sewer b a y thoroughly, taking care not to disturb the pipe. P p utilities shall be observed in executing all work 18. No water shall be permitted to flow into the sanitary sewer system during Wye at locations generally shown within these For the remaining trench depth, backfill with under this section. construction. Contractor shall utilize. o pump to keep the water level below plans. Service lines shall be extended and earth or granular material containing stones or the pipe. Pump discharge shall be directed to a storm outlet in accordance capped at a point 5 feet beyond the building rocks not larger than 4 inches. Backfill under . 9 B. If active utilities are encountered but not shown with state and federal laws and regulaJons (327 IAC 3- 6 -20). Any pipe face. Sewer service lines shall be marked with a and within 5 of walks, parking areas, driveways on the drawings, the Engineer shall be advised entering existing sewers shall be plugged with screw type mechanical, braced post extending 2 feet above grade. and street shall be granular material only g y - before work is continued. plug until such time as all tests on the sewers have been completed and the thoroughly compacted by approved methods. C. Inactive and abandoned utilities encountered in lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the P. Manhole Testing - All sanitary manholes shall be precast concrete H. Manhole Inverts - Construct manhole flow channels excavating and grading operations shall be some as the main line sewer. manholes in accordance with ASTM C -478 and Section 72Q. 0 -rings of concrete sewer pipe or brick smooth) P P y finished reported to the Engineer. The shall be removed, P g y 20. Forty-eight 48 hours notice shall be given to the District prior to the ( ) g p shall conform to C -443. Kent Seal or equivalent shall also be applied and of semi - circular section conforming to the plugged or capped as directed by the Utility Company and the Engineer. start of sewer construction. Also, 48 hours notice shall be given prior to 9 P to all joints and between riser rings and castings. Manhole step inside diameter of the connecting sewers. Make changes in size or rode gradually and changes in g g g y doing n testing on the sewer. 9 Y 9 spacing shall be no more than 16- inches. Manholes shall be air direction by true curves. Provide such channels ne D. It shall be the responsibility of each contractor 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure for all connecting sewers at each manhole. to verify all existing utilties and conditions 1642A or equal) and be self - -sealing type. The casting flange shall be 34 (Vacuum) Test. pertaining to his phase of the work. It shall inches and the clear opening shall be 24 inches. Waterproof castings shall be I. Subdrains - All subdrains shall be of the size also be the contractors responsibility to contact Neenah R- 1916 -F1 and stamped SANITARY SEWER. A. Installation and operation of vacuum equipment and indicating shown on the plans and shall be constructed to the the owners of the various utilities before work 22. The minimum slope for sewer acceptance by the Clay Township Regional devices must be in accordance with manufacturers recommendations grades shown. is started. Waste District are: Size of Pipe Minimum Constructed Slope and performance specifications which have been provided by the 7. SITE GRADING: 8 -inch 0.40% manufacturer and accepted by the Engineer. The vacuum equipment J. Utilities - It shall be the responsibility of each 10 -inch 0.28% must be capable of testing the entire manhole, including the casting contractor to verify all existing utilities and A. Grades: Contractor shall perform all cutting, 12 -inch 0.22% and riser rings. conditions pertaining to his phase of the work. filling, compacting of fills and rough grading 15 -inch 0.15% B. With the vacuum tester set in place: It shall also be the contractors responsibility to required to bring entire project area to grade as 18 -inch 0.12% 1. Connect the vacuum pump to the outlet port with the valve contact the owners of the various utilities before shown on the drawings. 23. The Contractor shall provide measurements of the sloe of the sewer for P P work is started. • The contractor shall notify n y each manhole section as construction procresses. Such measurements shall open. writing the owners or the engineer of any changes, B. Rough Grading: the tolerance for paved areas be certified by a Registered Land Surveyor or Engireer and be available 2. Draw a vacuum of ten (10) inches of Hg. and close the errors or omissions found on these plans or in the shall not exceed 0.04 feet plus or minus above on -site for observation by the Districts Inspector. No more than three valve. field before work is started or resumed. the established subgrade. All other areas shall manhole sections can be constructed in advance of such measurements. not exceed 0.10 feet plus or minus the 24. In the event the Contractor does not meet the minimum slopes, the sewer C. Accepted standards for leakage will be established from the K. Contractor to grout joints inside storm established grade. All banks and other breaks in section and any other affected sewer sections shall be reconstructed to meet elapsed time for a negative pressure change from ten (10) inches structures where pipes enter or exit grade shall be rounded at top and bottom. Adjust such minimum slopes. to nine (9) inches of mercury. The maximum allowable leakage rate and between structure and casting. subgrode elevations for topsoil thickness for areas 25. Laterals are to be traced with a minimum size of 14 gauge wire from the for a four (4) foot diameter manhole must be in accordance with receiving topsoil and seed. wye to the terminus. The contractor for the building or home wi!I extend the the following: wire from this terminus to the building cleonout adjacent to the building. C. Compaction Requirements: Minimum Elapsed Time for a Manhole Depth P_ ressure Change of 1 Inch Ha 1. All building pad areas shall be compacted to Pipe Minimum Length for Time for 10 feet or less 6Q seconds standards specified by local and /or state Diameter Time, Minimum Longer Specification Time for Length (L) Shown, mints >10 feet but <15 feet 75 seconds building odes. Minimum compaction shall 9 P In. mints Time, ft Length, S >15 feet but <25 feet 90 seconds be 95% Modified 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. For compaction requirements of paved areas, 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 see street specifications. P 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 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) 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. 12 11:20 199 3.418 L 11:20 11:20 11.24 14:15 17:05 19:58 22:47 25:38 TABLE 1 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 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 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. MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 E. If manhole J oint sealants are pulled out Burin the vacuum test, the manhole must be disassembled and the joint sealants replaced. DROP FOR SIZE AND LENGTH OF PIPE INDICATED 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. STREETS 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99 or 95% Modified (ASTM D- 1557). Water shall be prevented from standing on the compacted Subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen suhgrode. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 6egrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. &i z 0 Cn w a` 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I H. Curing Concrete - Except as otherwise specified, 1. SCOPE OF WORK cure all concrete by one of the methods described 11 in Section 501.17 of the Indiana Department of The work required under this section includes all Transportation Specifications, latest revision. concrete and bituminous paving and related items I. Bituminous Pavement - Hot asphalt concrete necessary to complete the work indicated on drawings pavement shall be as specified in Section 402 and described in the specifications, including but not and must comply with Section 401.05 of limited to: the Indiana Department of Transportation All strF.ets, parking areas in contract limits Specifications latest revisions. Paving will not Curbs and gutters be permitted during unfavorable weather or when Sidewalks and concrete slabs, exterior steps the temperature is 40 degrees F. and falling. 2. MATERIALS J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the A. Concrete - Concrete shall be ready -mixed concrete fully compacted subbase. Compaction shall be and shall be a mix of proportioned fine and accomplished by rolling with a smooth wheeled coarse aggregates with Portland cement and water. roller weighing 8 to 10 tans. Compact to 90% Minimum cement content shall be 6 bags per cubic compaction using Standard Testing Procedures. yard of concrete and maximum water content shall Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal material shall be tamped with mechanical tampers weight concrete shall be a maximum of 4 inches or with approved hand tampers. and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 U Z inches nor more than 3 inches. Standard test W ASTM C -143 shall be used to measure slump. :�4 Compressive strength of concrete at 28 days shall . w r14 be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C w -260. Retempering of delivered concrete will not W be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, . Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 �--q 3. Water - Shall be clear and free from I.-4 r__� injurious amounts of oils, acids, alkalies, I= _4-� organic materials or other deleterious u7 o substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non W - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials ." M ::t proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1 -1/2" 100 1 it 80-100 3/4" 70 -90 1/231 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99 or 95% Modified (ASTM D- 1557). Water shall be prevented from standing on the compacted Subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen suhgrode. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 6egrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. &i z 0 Cn w a` 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I DATE: C\2 M 0 I 11 DRAWN BY: CHECKED BY: co t GENERAL SPECIFICATIONS DRAWING FILES: S: \3k \3502 \003 \dwgs \C901.dwg XREF. F:\TSC-LDT4\cis-stnd\SheetNotes\Tjtlel.dwg �co C, J) U) n 1L__ in Wz �- � CQ d- o � z_Q 1 E-I " h z ! i t� C) o ° a _<� 4 C-13 W 1i_1 V = U U Z 1 W :�4 w E-a w r14 V1 C:) w U) W �A M t� "d co �--q � I.-4 r__� I= _4-� u7 o M Co V-4 W 0 ." M ::t DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: S: \3k \3502 \003 \dwgs \C901.dwg XREF. F:\TSC-LDT4\cis-stnd\SheetNotes\Tjtlel.dwg SHEET NO.: C, J) U) n 1L__ in co CC 2 `J 0 l ° 6 42 PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME Q TY. SIZE COND. REMARKS AP Acer plotonoides 'Emerald Queen' Emerald Queen Norway Maple 10 2.5" B & B LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AM Aronia melonocorpo Black Chokeberry 33 30" 5 Gal. 3. BN Betul o nigro River Birch 11 8' B & B Clump Form CA Corpinus coroliniono American Hornbeam 6 1.5" B & B CC Cercis can ad en sis Eastern Redb u d 9 1.5" B & B SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. GT Gleditsio trioconthos 'Impcole' Imperial Honeylocust 13 2.5" B & B HS Hem erocollis x 'Stella de Oro' Stella de Oro Daylily 24 12" 1 Gal. PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS MA Maackia omurensis Amur Maackia 6 1.5 B & B 6. SB Spiroeo x bumoldo 'Anthony Waterer' Anthony Waterer Spireo 40 24" 5 Gal. SP Syringo potulo 'Miss Kim Miss Kim Lilac 37 24" 5 Gal. TO Thu1a occidentolis 'Woodward'.' Globe Arborvitae 28 24" 5 Gal. VC Viburnum carlesii Korean Spice Viburnum 38 30" 5 Gol. ZS Zelkovo serrota Japanese Zelkovo 8 2.5" B &B II_,I�C�IEINIID i � r 326 SS �R \� �=--r AID re 1 -- 3 CA 4 '4` .• I 4 r CANOPY TREE ORNAMENTAL TRE O � SHRUBS PERENNIALS �x2 = �` EXISTING TREES EXISTING TREELIN PROPOSED TREEL CP _ fir �,� - � . = _!-- P_a , s S ® ` CA \-!-// HOLEY MOLEY SAYS "DON'T DIG BLIND" 1 �1- BIT'S THE LAWS CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE ASSUMED NORTH PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND SCALE. 1 11 WITHOUT 40 � LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I" 1 _ice N WIN[IN 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE �8? PLANT LIST, THE PLAN SHALL DICTATE. 2. ALL SHRUB PLANTING AREAS TO BE COVERED WITH A 3" LAYER � OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER SHEET TITLE: AND PERENNIAL BEDS SHALL BE COVERED WITH 2" SHREDDED b HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY � LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE co AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR SHEET NO.: LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED -FREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED E I N ALL PLANTING BEDS AT A RATE SPECIFIED BY ti 1 17. MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT, SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING t OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL 18. BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED �4 LINES SHALL BE MARKED WITH HIGHLY VISIBLE PAINT LINES O WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. 19. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT - -- m�-= - LOCATIONS ON THE SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL E NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE BID IN � Z WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH INE PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS PRIOR TO MOVING TO THE JOB SITE. PLANTS MAY BE U1 INSPECTED, APPROVED OR REJECTED ON THE JOB SITE W BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR /MAN fsp TO GT CA AP 3 t GT \E7 GT 8 DP .. d• t VIC'\ 604 GT 1 �s GT 1 TO 3 e AID 5 • .. :. • . P25 BN /00-Ot- I • • • •' d. 4 P R S"E D B M Psi, __ ---- -� g --- --�,- - � �g� QUA-SWIRL AS -4 C - � � � 1 Q 3 -�-� S E DETAIL XX C80X ' .--� r---! •-•� ..-� r-' .-r .--� ter..+" ---- � b.-•- r-1 ,-� .-� ,-• r .� r •-� .--r ✓ �-' r--� r� r..,r r�' 1��.� r - - -- - -- a+' r r•-r � ✓ ,- - _ r�-•. r-.•i .-r r r-� r� r--r r-� r--� .-r .---' .- � r-' r--r .---' r--r >-' �' ��� � .-r r-r r r .-� r --• .-� r r--� r r r r---' r .-� r-�' .-• .-• � .� -. r� r.r r--r �^.� ,°.� rr r1 r.! rr r-J �-� r..✓ r. �•-� �J i-•- -r r� r..., t-� r-� r•� r--r r✓ •---r rr r-•-� r-✓ r-� r--. r..� r-� .-' r•� r-. r....r rJ r� � -- r..i ✓ r--i .--� .-•-+ r-+ . -� .--� ,_.. .-1 .� ..-+ ✓ ,.-� ,-J .. t-/ .-� +-r r-^r ,--"i -� ,--i .-'J r-� r--✓ .•� .� ✓ .--r .-+ .-� .•-r r-� r-� r � .-r r--+ . -� tt ,� rr� r✓ r✓ r� ,.J ,_1 ✓ r-J r•J r•-/ �. r•� r� rr ,.._J ..J �._r ._r ��+ r_� r•-r r•� r� r-I r•-f r✓ r•� �� r--r �� r-� r•� r� r� r-+ r•1 r-� rrf 1 I_r r -' �i r-r ri r-i �r r-r �_i r� �� -� .� �� �r .___i I-. � -r �. �� r-r r-r r� •---� �� �r ✓ ✓ r-r �1 ,r-� ,-i ,-.. rJ r_.-i �-r �r �_� r_� r-1 r-/ r--i r.J r-/ ,-� �.J �../ ,.-/ ^"r r^� r-� i-J i� r� ✓ r-r i -� r-� r-� r-� �•-r r-� r--r ..� �-r r-� r-� i-� r--' i� r^r r-•r i--r �= r--� r-� �-� �� (1�� ,�i r•t r--i r� ri .•--.r r..� .--� ,.,._r cr r� `.� rr ✓ .✓ r....i ..� .-� �--•� �-� •--� •--i r-� r•-✓ .� r-i ,--� , -� �r r-/ �.� ..--/ .✓ ✓ :� �..r ..--� r--/ �"� 4 - ___M -.. r-� r� r� rr r� r� r-✓ r-r r -r �� r--� . ^� �r r✓ �� r� r-✓ r� �� r-� r� . -� r-' r-� r•-� i--r r--r .--� r•� r--� r•✓ -� r-� r--r r-� �� r-r � -' �� L .•-. .•1 ^... .,•� r._. r. �... ..... .-✓ r•-i r..f ,..-� ,.._. .-� r✓ ..✓ r^� ✓ ✓ ,...� r1 ..-1 ✓ r✓ . -... -r ....� .-•+ r-✓ ..-... .-� r-r .--� r•1 r� r .� .-� � r r .-✓ r'r r'-`r ,--� •-� r .--•� _ �--� r .-' .--� ,-� ---i .-i r-i ,_... s--r ..-. ,.-. ...-� r-"r .--'r r.--r ._". r---� .--r r--� ✓ r-✓ .--� r r-i r.r ,--� --' •-� r-' .--r .---� •-� •� •--� r-r ,--I ,-� �-! ••-� •'--f ,...r r. .._r �--• ,-� ,-� .••-' .--r .-r r--/ ,-� .-•� r--' ✓ .--'r ,--r .-� •---' .-•- -r .--� ,--� r-� r r--� ✓ r---r r-.1 r". r-r � -/ .-� r� .- -r ✓ r r°r ✓ .--r .-� ,.._., r-. .-.r ,....r ..--i n-/ r✓ .--.. r...i r� ..-'� r...r ..-` r°• •-� •-� ,-J •� ••� ✓ •-� ✓ r-+ r� .--� �-- ,� .--i ,_._. r �r .-� .-� .-� r-� r .--� r� r---'' r_� r---' ✓ •-� .-'r r' r-r •-� •-r .--r rj .✓ � ✓ ✓ .-� .� � ✓ r--r �-' .-� r� .� ✓ ✓ _-�-.- «\ .-1 r---r .-� r--•r r--1 •-•-I .•--� r•.... ,� � ..--. ,...J .---+ .--� .--'+ � ✓ .--� .-- -� .-� r-� .-� .-� .--. ,.._.r ,....r .-'. r--� r �--� r-� r-r .-'J .-. ,-•J .-.l .--+ .--� •--J r-'�' .-� r--� •-� r .-� •--r .--'r ,-� .- r✓ .•--r �---r r r`r � r•--� ,--� r r✓ �r ,--- .•-� �-s ,-� ,--i ,-� r_r .-'� r-. .-� •-r •--� .-� �r r� r✓ t� r•-r .-� �� r r-i r-i �� �. �� a-� �.i r-� r� r-� i--' r-r >� �� Tr �� r"-r r-� r� ✓ r-r r �' �� �� �� i--� r--f r- ^' r--� r-r i--� r --r i- --� r -• �- -r r -' ,` _�._- ._.....- _.�.�� !, �� �...r ^r �� i1 Ti r"� �� r•� r� �1 �� r!� ...✓ ..•-+ .••� r. �� r•r ...� r..r �.� ,ter ^+ r� r� �J r_.! i�r ^i �� rr �� f•--+ �� �+ ^� �� ^� ^-� r���, r-r r -r ,.._r rr �--� r_-r r-r t`1 ,._..r r'-.r ri :'r .✓ r./ ,.-. r•� r-i ,.r r--i r --� .-� r^-J i r� r•-r r-r r� r-•-r r•r r-� r-� r� r-r r--r r-r r--� r-� i-•� r� C��j /� ~1� �-✓ r� r--� +-� �-✓ .� r� rf '--� i•-� r•J r--r r-r r-� r-r r � r'-� r-•r �-✓ �� �� : --� r-r --+ r--� .--� �-� �� �� r-� r--r +--� r� r--r r-r r-f i-� r-� r� � � tt! L! �.._..- - -.... _� r..'� f r../ f.1 r..✓• �r ,...I r•••' i+✓ i -•r ,�✓ r-f r-••f .✓ .�-� r-f r�r �...� r--i r-_' �.< <� r-i . °-� �-d ✓ r' r°r i --� ✓ r-f r'� i--.� r..r r-� t.I �. ^.� r°r r.1 r•}L' _�� _.__�_ L �� /.� r./ I_i �� r� �/ r1 �.i �� �� r� �� �l �� Tr rJ �I �r r-� r-i �� .---r r-� rJ r-r .--� r -r ✓ �� ✓ r-. r^r ,�i �_r J_r r__� r �V/�_ �`V �` .••..� r-J ,.,r r-J .--' ✓ .-•� .-'� .---� .--+ ,--� r--� .-� .-r .� .� --' .-� r-' r-r r--� •--✓ .-� r-� r-r .-� .--r , � -d -- -_= I f �_-�� �� � �-� r� r--r r-'! ,-� r r-r r--•� r•-r r-� i-r r-' i-r r -� r-' r-r .r-r r-r r-. r-i '�1�•r li" 7f ocs.'= 2�f5��"'. '�."�'�'i�y r .-1 f-i �-� .-✓ '� .�LL'- +'..r-- 6r"��.. -•-' ••'1 J , -- r-- - --- �`� __ -- -- ---- -- ``-' o 5-i- C-eR. 5-E: E- ............. " t �---° I N 88 °55'05 "L 273.49' 88� �. `- ---- -�-- -_ WEST 96TH STREET ��2 84 AP 1 fx... ; >• 000 y f l _� .� .-�\ _. - 0 CONTRACTOR. 1 9. LAWNS SHALL BE SEEDED OR SODDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWNS SHALL BE FER11UZED WITH 12 -12 -12 ANALYSIS FERTILIZER AT A RATE OF 10 LBS. /1000 S.F. AND LIME APPLIED AS DICTATED BY SOILS TEST DONE BY CONTRACTOR PRIOR TO SEEDING. LAWNS TO BE SEEDED WITH MECHANICAL SPREADER AT A RATE OF 5 LBS. /1000 S.F. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST, LIGHTLY RAKE, ROLL WITH 200 LBS. ROLLER. AND APPLY HYDROMULCH (NO STRAW MULCH) AFTER SEEDING. G 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ' -� PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS /HER PORTION OF WORK. - 11. PEAT MOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. O ` 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. � 13. WHERE NOTED ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SEEDED LAWNS AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL CONSIST OF 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS OF KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE, AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGRASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF b \ t ANY LAWN AREA. ANY AREA SO NOTED TO BE SEEDED OR SODDED f , 1 c NvR3 M vkn, cUuJr tuiiiUN, AZ) btl hUKlfi tlT AMtKII;AN ASSOCIATION OF NURSERYMEN. �8? /. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION � l OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. � 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD SHEET TITLE: OF ONE YEAR FOLLOWING FINAL INSPEC110N BY LANDSCAPE b ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT � SHALL BE RFPi acFF) AT NO annrnnNai cunRr,F Av -rug /MAN fsp TO GT CA AP 3 t GT \E7 GT 8 DP .. d• t VIC'\ 604 GT 1 �s GT 1 TO 3 e AID 5 • .. :. • . P25 BN /00-Ot- I • • • •' d. 4 P R S"E D B M Psi, __ ---- -� g --- --�,- - � �g� QUA-SWIRL AS -4 C - � � � 1 Q 3 -�-� S E DETAIL XX C80X ' .--� r---! •-•� ..-� r-' .-r .--� ter..+" ---- � b.-•- r-1 ,-� .-� ,-• r .� r •-� .--r ✓ �-' r--� r� r..,r r�' 1��.� r - - -- - -- a+' r r•-r � ✓ ,- - _ r�-•. r-.•i .-r r r-� r� r--r r-� r--� .-r .---' .- � r-' r--r .---' r--r >-' �' ��� � .-r r-r r r .-� r --• .-� r r--� r r r r---' r .-� r-�' .-• .-• � .� -. r� r.r r--r �^.� ,°.� rr r1 r.! rr r-J �-� r..✓ r. �•-� �J i-•- -r r� r..., t-� r-� r•� r--r r✓ •---r rr r-•-� r-✓ r-� r--. r..� r-� .-' r•� r-. r....r rJ r� � -- r..i ✓ r--i .--� .-•-+ r-+ . -� .--� ,_.. .-1 .� ..-+ ✓ ,.-� ,-J .. t-/ .-� +-r r-^r ,--"i -� ,--i .-'J r-� r--✓ .•� .� ✓ .--r .-+ .-� .•-r r-� r-� r � .-r r--+ . -� tt ,� rr� r✓ r✓ r� ,.J ,_1 ✓ r-J r•J r•-/ �. r•� r� rr ,.._J ..J �._r ._r ��+ r_� r•-r r•� r� r-I r•-f r✓ r•� �� r--r �� r-� r•� r� r� r-+ r•1 r-� rrf 1 I_r r -' �i r-r ri r-i �r r-r �_i r� �� -� .� �� �r .___i I-. � -r �. �� r-r r-r r� •---� �� �r ✓ ✓ r-r �1 ,r-� ,-i ,-.. rJ r_.-i �-r �r �_� r_� r-1 r-/ r--i r.J r-/ ,-� �.J �../ ,.-/ ^"r r^� r-� i-J i� r� ✓ r-r i -� r-� r-� r-� �•-r r-� r--r ..� �-r r-� r-� i-� r--' i� r^r r-•r i--r �= r--� r-� �-� �� (1�� ,�i r•t r--i r� ri .•--.r r..� .--� ,.,._r cr r� `.� rr ✓ .✓ r....i ..� .-� �--•� �-� •--� •--i r-� r•-✓ .� r-i ,--� , -� �r r-/ �.� ..--/ .✓ ✓ :� �..r ..--� r--/ �"� 4 - ___M -.. r-� r� r� rr r� r� r-✓ r-r r -r �� r--� . ^� �r r✓ �� r� r-✓ r� �� r-� r� . -� r-' r-� r•-� i--r r--r .--� r•� r--� r•✓ -� r-� r--r r-� �� r-r � -' �� L .•-. .•1 ^... .,•� r._. r. �... ..... .-✓ r•-i r..f ,..-� ,.._. .-� r✓ ..✓ r^� ✓ ✓ ,...� r1 ..-1 ✓ r✓ . -... -r ....� .-•+ r-✓ ..-... .-� r-r .--� r•1 r� r .� .-� � r r .-✓ r'r r'-`r ,--� •-� r .--•� _ �--� r .-' .--� ,-� ---i .-i r-i ,_... s--r ..-. ,.-. ...-� r-"r .--'r r.--r ._". r---� .--r r--� ✓ r-✓ .--� r r-i r.r ,--� --' •-� r-' .--r .---� •-� •� •--� r-r ,--I ,-� �-! ••-� •'--f ,...r r. .._r �--• ,-� ,-� .••-' .--r .-r r--/ ,-� .-•� r--' ✓ .--'r ,--r .-� •---' .-•- -r .--� ,--� r-� r r--� ✓ r---r r-.1 r". r-r � -/ .-� r� .- -r ✓ r r°r ✓ .--r .-� ,.._., r-. .-.r ,....r ..--i n-/ r✓ .--.. r...i r� ..-'� r...r ..-` r°• •-� •-� ,-J •� ••� ✓ •-� ✓ r-+ r� .--� �-- ,� .--i ,_._. r �r .-� .-� .-� r-� r .--� r� r---'' r_� r---' ✓ •-� .-'r r' r-r •-� •-r .--r rj .✓ � ✓ ✓ .-� .� � ✓ r--r �-' .-� r� .� ✓ ✓ _-�-.- «\ .-1 r---r .-� r--•r r--1 •-•-I .•--� r•.... ,� � ..--. ,...J .---+ .--� .--'+ � ✓ .--� .-- -� .-� r-� .-� .-� .--. ,.._.r ,....r .-'. r--� r �--� r-� r-r .-'J .-. ,-•J .-.l .--+ .--� •--J r-'�' .-� r--� •-� r .-� •--r .--'r ,-� .- r✓ .•--r �---r r r`r � r•--� ,--� r r✓ �r ,--- .•-� �-s ,-� ,--i ,-� r_r .-'� r-. .-� •-r •--� .-� �r r� r✓ t� r•-r .-� �� r r-i r-i �� �. �� a-� �.i r-� r� r-� i--' r-r >� �� Tr �� r"-r r-� r� ✓ r-r r �' �� �� �� i--� r--f r- ^' r--� r-r i--� r --r i- --� r -• �- -r r -' ,` _�._- ._.....- _.�.�� !, �� �...r ^r �� i1 Ti r"� �� r•� r� �1 �� r!� ...✓ ..•-+ .••� r. �� r•r ...� r..r �.� ,ter ^+ r� r� �J r_.! i�r ^i �� rr �� f•--+ �� �+ ^� �� ^� ^-� r���, r-r r -r ,.._r rr �--� r_-r r-r t`1 ,._..r r'-.r ri :'r .✓ r./ ,.-. r•� r-i ,.r r--i r --� .-� r^-J i r� r•-r r-r r� r-•-r r•r r-� r-� r� r-r r--r r-r r--� r-� i-•� r� C��j /� ~1� �-✓ r� r--� +-� �-✓ .� r� rf '--� i•-� r•J r--r r-r r-� r-r r � r'-� r-•r �-✓ �� �� : --� r-r --+ r--� .--� �-� �� �� r-� r--r +--� r� r--r r-r r-f i-� r-� r� � � tt! L! �.._..- - -.... _� r..'� f r../ f.1 r..✓• �r ,...I r•••' i+✓ i -•r ,�✓ r-f r-••f .✓ .�-� r-f r�r �...� r--i r-_' �.< <� r-i . °-� �-d ✓ r' r°r i --� ✓ r-f r'� i--.� r..r r-� t.I �. ^.� r°r r.1 r•}L' _�� _.__�_ L �� /.� r./ I_i �� r� �/ r1 �.i �� �� r� �� �l �� Tr rJ �I �r r-� r-i �� .---r r-� rJ r-r .--� r -r ✓ �� ✓ r-. r^r ,�i �_r J_r r__� r �V/�_ �`V �` .••..� r-J ,.,r r-J .--' ✓ .-•� .-'� .---� .--+ ,--� r--� .-� .-r .� .� --' .-� r-' r-r r--� •--✓ .-� r-� r-r .-� .--r , � -d -- -_= I f �_-�� �� � �-� r� r--r r-'! ,-� r r-r r--•� r•-r r-� i-r r-' i-r r -� r-' r-r .r-r r-r r-. r-i '�1�•r li" 7f ocs.'= 2�f5��"'. '�."�'�'i�y r .-1 f-i �-� .-✓ '� .�LL'- +'..r-- 6r"��.. -•-' ••'1 J , -- r-- - --- �`� __ -- -- ---- -- ``-' o 5-i- C-eR. 5-E: E- ............. " t �---° I N 88 °55'05 "L 273.49' 88� �. `- ---- -�-- -_ WEST 96TH STREET ��2 84 AP 1 fx... ; >• 000 y f l _� .� .-�\ _. - 0 CONTRACTOR. 1 9. LAWNS SHALL BE SEEDED OR SODDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWNS SHALL BE FER11UZED WITH 12 -12 -12 ANALYSIS FERTILIZER AT A RATE OF 10 LBS. /1000 S.F. AND LIME APPLIED AS DICTATED BY SOILS TEST DONE BY CONTRACTOR PRIOR TO SEEDING. LAWNS TO BE SEEDED WITH MECHANICAL SPREADER AT A RATE OF 5 LBS. /1000 S.F. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST, LIGHTLY RAKE, ROLL WITH 200 LBS. ROLLER. AND APPLY HYDROMULCH (NO STRAW MULCH) AFTER SEEDING. G 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ' -� PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS /HER PORTION OF WORK. - 11. PEAT MOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. O ` 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. � 13. WHERE NOTED ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SEEDED LAWNS AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL CONSIST OF 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS OF KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE, AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGRASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF b \ t ANY LAWN AREA. ANY AREA SO NOTED TO BE SEEDED OR SODDED f , 1 c UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. � ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR � l FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ZAB ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 SHEET TITLE: GAYS AND SODDED LAWNS FOR 30 DAYS FOLLOWING FINAL b INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST ti FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE co WATERING, WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL SHEET NO.: OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. CONTRACTOR TO SUBMIT IT UNIT PRICES FOR EVERY TYPE OF WORK AS ---- -- ` REQUIRED BY LANDSCAPE ARCHITECT. ti 1 17. ALL TOPSOIL FOR LAWN AND PLANTING AREAS WILL BE PLACED BY OTHERS PRIOR TO THE START OF LANDSCAPE WORK. TOPSOIL PLACEMENT IS NOT PART OF THIS CONTRACT. t 18. BACK FILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACK FILL SHALL �4 BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE O FERTILIZER SHALL BE INCORPORATED INTO BACK FILL AT APPROVED RATES. 19. FOR ALL PERENNIAL BEDS, SPREAD 2" OF ORGANIC MATTER OVER THE - -- m�-= - PLANTING BED AND WORK INTO THE TOP 4" OF PLANTING MIX OR TOPSOIL. Cn 0 w Of DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Sc nNz;o kz� 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.: c\z 0 3502.003 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: S: \3k \3502 \003 \dwgs \L101- L901.dwg z XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg co W SHEET NO.: z C> O °a � z � Z � E--f H W H U1 W � CC M a45 xi o w 0 DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: S: \3k \3502 \003 \dwgs \L101- L901.dwg XREF: S: \3k \3502 \003 \dwgs \Titlel.dwg XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg XREF: S: \3k \3502 \003 \dwgs \003bs.dwg XREF: S: \3k \3502 \001 \dwgs\plat.dwg SHEET NO.: DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PROJECT NO.: PRUNE ONLY CROSSOVER LIMBS, CO— DOMINANT 3502.003 LEADERS, AND BROKEN OR DEAD BRANCHES. CHECKED BY. SOME INTERIOR TWIGS AND LATERAL BRANCHES c� MAY BE PRUNED; HOWEVER, DO NOT REMOVE LANDSCAPE H THE TERMINAL BUDS OF BRANCHES THAT Z XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg EXTEND TO THE EDGE OF THE CROWN. w SHEET NO.: STAKE TREES ONLY UPON THE APPROVAL cc � OF THE LANDSCAPE ARCHITECT w SEE STAKING DETAIL Z 5 N 3 teot tem ism z WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. w SEE WRAPPING DETAIL e o MARK THE NORTH SIDE OF THE TREE r)000,! IN THE NURSERY, AND ROTATE TREE 04 EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1840 MM (6 FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. GRADE OR 25 -50 MM (1 -2 IN.) �.�400 MM (BFT.) DIAM. PREFERRED z HIGHER IN SLOWLY DRAINING SOILS. r` 'i 200 MM (8 IN.) 75 MM 3 IN. MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED —FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." 100 MM IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE AND WIRE, AND #II—,,rBURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PI-ACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. � TREE PLANTING DETAIL FOR B &B IN ALL SOIL TAPES LBO SCALE: NOT TO SCALE NOTE: THIS DETAII, ASSUMES THAT THE PLANTING SPACE IS LARGER THAN AN 8' SQUARE OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 4 TREE WRAPPING DETAIL L801 SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" SAUCER FILLED WITH 3 "SHREDDED BARK MULCH EXTENDED 6" FROM PIT FINISH GRADE BACKFILL PER SPECIFICATIONS EXITING SUBSOIL OR COMPACTED BACKFILL r7 SHRUB DETAIL L801 SCALE: NOT TO SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER — 14 GAUGE TREES 65 MM (2.5 IN TO 75 MM (3 IN.) CALIPER — 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR C) TWIST WIRE TO TIGHTEN. 3 --- 240 x 40 MM (1.'. HARDWOOD STAKES OR APPROVED STAKE MATEF ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. TREE STAICNG DETAIL, TREES 3" CALIPER OR LESS L801 SCALE: NOT TO SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER — 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER — 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR C) TWIST WIRE TO TIGHTEN, TURNBUCKLES FOR TREI 150 MM (6 IN.) CALIPEI 750 MM (30 IN.) LON( WOOD STAKE. ALL STAKES SHALL BE LI U Y IJIL/L THE EDGE OF THE ROOT BALL. 37ING OR OTHER VISUAL ACH WIRE. NAL METAL DRIVE ANCHORS, LLED PER MANUFACTURERS TIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER L801 scnae: NOT To scnce 3" SHREDDED BARK MULCH BACKFILL PER SPECIFICATION{ 6 VARIES w (D Q0 b_- 0 0 TYPICAL SPACING 8 GROUNDCOVER DETAIL L801 SCALE: NOT TO SCALE FINISH GRADE EXISTING SUBSOIL OR COMPACTED BACKFILL ROOTBALL GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 4" HIGH EARTH SAUCER NOTE: LOCATE 1 STAKE DIRECTLY SOUTHWEST OF TREE TRUNK PLAN VIEW 3 TREE STAKING DETAIL L$01 SCALE: NOT TO SCALE NOTE: FOR DETAILED R EG RELATED TO THE PLANTIi IN THE IMPROVED SOIL, "FREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSUM _ SO THAT ROOT BALL DOES NOT SHIFT. HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) MULCH 13 MM (0.5 IN.) DIAM. PLASTIC HOSE TREE THE ROOT-BALC DIAMETER LL WITH EXISTING SOIL. )Y LOAM SOILS, ADD 20% ' VOLUME COMPOSTED MATERIAL TO THE EXISTING _OPE ON SIDES OF NG HOLE. AVATED OR ACTED MOUND UNULH THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27 %: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAII. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT IN POOR SOIL CONDITIONS. 6 r* SOIL IMPROVEMENT DETAIL L801 SCALE: NOT TO SCALE NOTE: TREES PLANTED IN NON RESTRICTED SOII. CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A L4NUSUM OF 500 SQUARE FEET. 2 PLY HOSE i0 SHEATH WIRE GALVANIZED TWISTED WIRE WOODEN STAKES PER SPECIFICATIONS (NP. OF 3) 3" SHREDDED HARDWOOD BARK MULCH EXTENDED 6" BEYOND PIT (6' DIA. MIN.) DO NOT COVER TREE TRUNK 3" SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 113 OF ROOTBALL OR WIRE BASKET(IF APPLICABLE) EXCAVATE HOLE AND BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR COMPACTED BACKFILL 9 EVERGREEN TREE DETAIL L NOT TO SCALE VERTICAL EDGE LAWN AREA PLANTING OR MULCHED AREA � —MULCH AS SPECIFIED NOTE: STEEL LAWN EDGING SHALL BE USED AT ALL LAWN EDGES AND AT EDGES OF MULCHED AREAS (FOR CONTAINMENT). � SPADE EDGE L801 scai.e: NOT To scaT.e VERTICAL EDG[ DECORATIVE STONE SEE PLANS. STEEL EGDE RESTRAIN] AS SPECIFIED EXISTING GRADE OR GRADE OF PLANTING AREA NOTE: TRENCH EDGE SHALL CREATE A CLEAN SEPERATION BETWEEN AREAS; AND SHALL CREATE SMOOTH AND EVEN LINES (AS INDICATED ON THE PLANS). 7 STEEL ED GE L801 SCALE: NOT TO SCALE MULCH AS SPECIFIED EXISTING GRADE OR GRADE OF PLANTING AREA NOTE: 1. STEEL LAWN EDGING SHALL CREATE A CLEAN SEPERATION BETWEEN PLANTING AREAS AND LAWN EDGES. 2. CREATE SMOOTHAND EVEN LINES AS INDICATED ON PLANS. 3. DO NOT USE STEEL LAWN EDGING FOR SPECIMEN OR SINGLE TREE. FOR TREES TO BE LOCATED IN LAWN ARES, CUT MULCH RING TRENCH TO SAME DIMENSIONS. vi 0 v� Lli DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Sc �n�ir• er 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.: co 0 3502.003 DRAWN BY: CHECKED BY. ZAB c� SHEET TITLE: LANDSCAPE H DRAWING FILES: S: \3k \3502 \003 \dwgs \L101- L901.dwg Z XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg co w SHEET NO.: z cc � w U z w Emmmmon, � o a� r)000,! 04 CD � � z � � z E-1 w a co CID En Cn cc o w 0 M DATE: PROJECT NO.: 6/29/09 3502.003 DRAWN BY: CHECKED BY. ZAB ALF SHEET TITLE: LANDSCAPE DETAILS DRAWING FILES: S: \3k \3502 \003 \dwgs \L101- L901.dwg XREF: S: \3k \3502 \003 \dwgs \Title1.dwg XREF: S: \3k \3502 \003 \dwgs \003demobs.dwg XREF: S: \3k \3502 \003 \dwgs \003bs.dwg XREF: S: \3k \3502 \001 \dwgs \plat.dwg SHEET NO.: Numeric Summary Project, LIGHTING 10 -11 -06 Label CalcType Units Avg Max Min Avg /Min Max /Min GROUND FOOTCANDLES Illuminance Fc 23,39 86.83 0.31 75.45 280.10 CONNECTOR DRIVE Illuminance Fc 0.67 4.7 0.0 N.A. N.A. 4310 GROUND FOOTCANDLES Illuminance Fc 3.69 37.1 0.0 N.A. N.A. 4310 PROP LINE Iltuminance Fc 0.14 0.9 0.0 N.A. N.A. PROPERTY LINE Illuminance Fc 2.41] 9.2 02 12.00 46.00 NA Luminaire Schedule b.0 b.0. b,0 b,a _ _.. b,0 b,0 b.o b,0 b,o b.0 b,0 b.o b.o Project, LIGHTING 10 -11 -06 b,0 b.0 _ b.o _ -b,o _ . o too 10 to Symbol Qty Label Arrangement Lumens LLF Description b; bA i0 br0 to to mo b�o $O !o �o b'0 P1 11 R4SC SINGLE 32000 0.780 KSF2 400M R4SC b,0 ' b„0 to to �,p too ta to to t.0 t0 t.0 U t6® b.0 8 15 2xR4 TWIN 107800 0,780 KSF3 1000M R4 17 2xR4SC TWIN 32000 0.780 KSF2 400M R4SC �.o t6o t.0 tZ L3 E0 to b'0 1 4xSR5S 4 @ 90 DEGREES 107800 0.780 KSF3 1000M RSS %2 AG 567 t69 b,0 12 2xSR3 Q BACK -BACK 107800 0.780 KSF3 1000M R3 . _. JR4 SINGLE 107800 0,780 - 4 q KSF3 1000M R4 ` U3 n� Ela'1 O b.7 ! &0 50 y E7.0 U63 b,l o� 149 %4 I'.7 U® U �' b.2 ALL LIGHT FIXTURES ARE MOUNTED 30' AFG OR BELOW. ALL LIGHTING IS DOWNLIGHT ONLY DARK SKY COMPLIANT. ALL LIGHTING IS CUTOFF OPTICS. 1-9 7 t7 t3 ha 5a 1.6 y. ! 7 g `4 SITE CONDITIONS WILL VARY AND MAY AFFECT LIGHT LEVELS. 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CSO SCHENKEL SHULTZ - rA--9 u LUMINAIRE SCHEDULE Symbol Catalog Number Description Lamp File Lumens LLF Watts TYPE 4 , SHORT , 400 WATT METAL KSF2 400M R4SC CUTOFF LUMINAIRE HALIDE - ED -28 93041301.IES 32000 .81 455 ENVELOPE KSF31000M R4 AREA LIGHT W /R4 ONE 1000 -WATT CLEAR ❑ HS PRODUCTION G.E. BT -56 METAL 93031102.IES 107800 .81 1000 ° REFL.,HOUSE SIDE HALIDE, HORIZONTAL SHIELD, GLASS LENS POSITION. KTMB- TWIN MOUNTING BAR (WHERE SHOWN) 1000w I SINGLE FIXTURE 30' POLE 1000w FIXTURE 400w FIXTURE TWO FIXTURE 30' ("DOUBLE") POLE 1 FIXTURE 15 1 , 1 FIXTURE 30 FiXfURE FIXTURE 1000w FIXTURE 1-OOw FIXTURE FOUR FIXTURE (*QUADI 30' POLE � 2 FIXTURES 15 , 2 FIXTURES 30 1000w FIXTURE 1000w FIXTURE 400w FIXTURE 1000w FIXTURES 400w FIXTURES I L IL E6T`I�� �T PRE ��V��TNED FACRILM:JETY a �o����GeNG,NeE� � P ^1n 1• � �� 96 TH STEET � MICHIGAN �O.AD, C.e.RR/lEL, INDI.�iVA ^s�, °� � p 14 JUNE 2006 26019 ' °" '"-°'0°°°" CSO SCHENKEL SHULTZ