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HomeMy WebLinkAbout1L K J I H G F E D C B A 2 I I I I I I A4o5 I I I � I I - n-cln n 4 �NVK 11-1 CLtVA I IVN an i 3 l SOUTH ELEVATION SCALE: 1/8" = 1' 2 � WEST ELEVATION SCALE: 1/8- = 1. EAST ELEVATION SCALE: 1/8" = 1' CANOPY 12'-6" 3E) ACE) 3E) ACE) KEYNOTES DIVISION 1 - GENERAL REQUIREMENTS 1.1 THESE GENERAL NOTES ARE ORGANIZED BASE UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. DIVISION 2 - SITEWORK 02200.A FINISH GRADE.! 02200.B DRAINAGE FILL. 025104.A CONCRETED SIDEWALK. 2�p1� DIVISION 3 - CONCRETE 03300.A CONCRETE SLAB (ON VAPOR BARRIER) 03300.13 CONCRETE FOOTING. 03300.0 CONCRETE RAMP. REFERENCE SITE AND STRUCT ING 03300.D CONCRETE TOPPING SLAB. 03300.E FORM FINISH EXPOSED EDGE OF CONCRETE FLOOR. 03300.1' CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS. 03300.G STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS. DIVISION 4 - MASONRY 04710.A CAST STONE CAP 04810.A FACE BRICK - COLOR "A" 04810.B SMOOTH -FACE CONCRETE MASONRY ACCENT 04810.0 FLEXIBLE ANCHOR W/ TRIANGULAR TIE @ 16" O.C. VERTICALLY AND 16 O.C. HORIZONTALLY. ATTACHE DIRECTLY TO METAL STUDS. 04810.D SELF-ADHESIVE, FLEXIBLE SHEET FLASHING. 04810.E MORTAR NET. 04810.F WEEP/VENTILATOR LOCATION. SEE SPECIFICATIONS FOR MAX. SPACING. 04810.G NOT USED. 04810.H HORIZONTAL JOINT REINFORCING ® 16" O.C. VERTICALLY 04810.J PRECAST CONCRETE LINTEL, SCORED TO MATCH CMU 04810.K VENEER ANCHOR W/ TRIANGULAR TIE 16" O.C. VERTICALLY AND 16" O.C. HORfIZINTALLY. (BLOCK BACK-UP). 04810.E 4x8x16 NOMINAL TINTED SPLIT -FACE CONCRETE MASONRY UNIT. 04810.M 4x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT, 04810.N 8x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. 04810.0 6x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. DIVISION 5 - METALS 05120.A STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS. 05120.13 STRUCTURAL STEEL GIRT. 05210.A STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS. 05300.A STEE DECKING. REFERENCE STRUCTURAL DRAWINGS. 05400.A 3 58 18 GA. STEEL STUDS 9 16' O.C., CROSS BRACING AS REQUIRED. 05400.B 6" 1118 GA. STEEL STUDS ® 16 O.C., CROSS BRACING AS REQ'D. 05400.0 1 § GA. CLIP ANGLE LATERAL CQNNECTION. 05400.1) 8 16 GA. STEEL JOISTS ® 16 O.C., CROSS BRACING AS REQUIRED. 05400.E 8" 16 GA. STEEL RUNNER CHANNEL. 05400.F 6" STEEL STUD BUILT-UP MEMS FILL W/ INSULATION. 05500.A VE 1ICAL LADDER W/ 1 2"x2 1 2' FLAT BAR RAILS 18" APART W/ T E 0 NON -SLIP RUNGS Al 12 0.. AT LEAST 7 CLEAR FROM TE ALL. ANCHOR WITH 1/2"x2 1�2" L -SHAPED FALT BAR AT 5'-0" O.C. MAXIMUM. 05500.6 MISCELLANEOUS STEEL SAFETY CAGE. 05500.0 STEEL ANGLE DOOR PROTECTOR (4040/4) AND FLAT PLATE STEEL BASE. 05500.1) SHIM PLATE. REFIRENCE STRUCTURAL DRAWINGS. 05500.E PIPE BOLLARD. 6 DIA. HEAVY GAUGE STEEL PIPE. 05500.F EMBEDDED PIPE SILL. 05500.G V14-4� L ANGLE PIPE GAURD 4x401 4 PAINT $AFETY YELLOW. 05500.H TAPCON ANCHOR BOL S (2 PER JOISTS). 05500.1 CELLANEOUS STEEL. REFERENCE STRUCTURAL DRAWINGS. 05700.A 1 2" BRUSHED STAINLESS STEEL SPACER, FLUSH WITH STONE FACE. 05700.6 S AINLESS STEEL BREAK METAL. 05720.A ST L ORNAMENTAL POST AND RAILING. 05720.6 1 2 LAMINATED GLASS RAILING WITH POLISHED EDGE AND POLISHED S AINLESS STEEL MECHANICAL ATTACHMENTS. 05720.0 2" 0 STAINLESS STEEL HANDRAIL 05720.D STAINLESS STEEL HANDRAIL ATTACHMENT MEMBER DIVISION 6 - WOOD AND PLASTICS 06100.A TREATED WOOD BLOCKING/NAILER. 06100.6 WOOD BLOCKING/NAILER. 06100.0 WOO,IJ SHIM. 06100.1) 1/2 EXTERIOR GRADE PLYWOOD SHEATHING. 06100.E 3/4' EXTERIOR GRADE P OOD SHEATHING. 06400.A PLASTIC LAMINATE ON 34"YWPARTICLE BOARD, ALL EXPOSED SURFACES. 06400.B POLISHED METAL ROD A ROD SUPPORTS. 06400.0 P DTIC LAMINATE SILL. 06420.A 3/�4 THICK WOOD VENEER WALL PANEL SYSTEM. 06420.13 3/4" WOOD WALL PANEL SYSTEM BLOCKING. 06420.0 3/4" WOOD REVEAL SPACER TO MATCH WOOD VENEER. 06420.1) STYLE AND RAIL WOOD DOOR. 06420.E WOOD DOOR FRAME, CASING, AND TRIM. 06420.E SOLID WOOD BASE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07140.A FLUID APPLIED WATERPROOFING. 07210.A 1 1Z2' PERIMETER EXTRUDED POLYSTYRENE INSULATION. 07210.B 1/2 RIGID INSULATION, 07210.0 6 MIL POLYETHYLENE VAPOR BARRIER. 07210.D R-11 UNFACED GLASS FIBER BATT INSULATION. 07210.E R-8 FACED SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS. 07210.F R-10.3 FACED SEMI-RIGID INSULATION WITH IMPALING CLIPS. 07210.G NOT USED. 07210.H FIRE CAULK SAFING. 07241.A 1 1/2" EXTERIOR INSULATION FINISH SYSTEM. 07241.A EXTERIOR INSULATION FINISH SYSTE! - HARD COTE. 07241.6 EXTERIOR INSULATION FINISH SYSTEM REVEAL. 07241.0 EXTERIOR INSULATION FINISH SYSTEM DECROTIVE PROFILE. 07241.D CONTINUOUS SOFFIT VENT 07430.A PREFINISHED ARCHITECTURAL COMPOSITE PANEL. 07430.6 PREFINISHED ARCHITECTURAL COMPOSITE PANEL BATTEN. 07430.0 AIR INFILTRATION BARRIER 07531.A BALLASTED EPDM FLEXIBLE SHEET ROOFING SYSTEM. 07531.13 R-?? POLYISOCYAN U RATE ROOF INSULATION. 07531.0 BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE. 07531.1) LAP SEALANT. 07531.E TERMINATION BAR. 07531.17 COUNTER FLASHING. 07620.A METAL FLASHING. 07620.6 FLASHING WITH STAINLESS STEEL CLAMP RING. 07620.0 PREMANUFACTURED AND PREFINISHED METAL GRAVEL STOP AND FASCIA WITH CONTINUOUS HOLD DOWN CLIP. 07620.D PREMANUFACTURED AND PREFINISHED METAL COPING WITH PREFABRICATED ANCHOR PLATE. 07620.E PREFINISHED METAL CLADDING. 07720.A 30 x36 PREFABRICATED ROOF HATCH. 07821.A TRANSLUCENT SANDWICH PANEL SKYLIGHT SYSTEM. 07821.13 SKYLIGHT SYSTEM RAIN DIVERTER. 07920.A SEALANT WITH BACKER ROD. 07920.13 SEALANT JOINT. 07920.0 ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT. 07920.1) WATER CUT-OFF MASTIC. DIVISION 8 - DOORS AND WINDOWS 08110.A STEEL DOOR. 08110.13 STEEL DOOR - THERMAL RATED. 08111.A STEEL DOOR FRAME. 08111.A GROUT BY DOOR INSTALLER. 08111.0 ALUMINUM DRIP EDGE. 08361.A SECTIONAL OVERHEAD STEEL DOOR VERTICAL LIFT - INSULATED. 08361.13 WEATHERSTRIPPING. 08415.A ALUMINUM STOREFRONT, LIGHT BRONZE ANODIZED FINISH. 08415.13 ALUMINUM THRESHOLD. 08415.0 EXTRUDED ALUMINUM SILL. 08415.D ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT. 08415.E R-8 SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS. 08415.F SILL FLASHING AND WATERDAM TO MATCH STOREFRONT. 08415.G SHIMS BY STOREFRONT SUPPLIER. 08415.1 ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR. 08800.A 114" CLEAR TEMPERED GLASS. 08800.B 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE. 08800.0 1/4 SPECALTY GLASS, SEE DRAWINGS FOR TYPE. 08925.A ALLUMINUM CURTAINWALL. 08925.6 CURTAINWALL ANCHORAGE AND ATTACHMENT MEMBER. ALLOW FOR THERMAL EXPANSION AND CONTRACTION. 08925.0 EXTRUDED ALUMINUM SILL. 08925.D ALUMINUM BREAKMETAL FINISHED TO MATCH CURTAINWALL. 08925.E R-8 SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS. 08925.1' SILL FLASHING AND WATERDAM TO MATCH CURTAINWALL. 08925.G SHIMS BY CURTAINWALL SUPPLIER. DIVISION 9 - FINISHES 09253.A 1/2" EXTERIOR GYPSUM BOARD SHEATHING. 09260.A 1/2" QYPSUM WALL BOARD. 09260.B 3 5/8' x 25 GA. METAL STUDS ® 16" O.C. UNLESS NOTED OTHERWISE. 09260.0 20V2" x 25 GA. METAL STUDS ® 16" O.C. UNLESS NOTED OTHERWISE. 09260.1) SODUND ATTENUATION BLANKETS. 09260.E YVAL STUD KICKERS AS REQUIRED. 09260.F J MOLD EDGE TRIM. 09265.A GYPSUM SHAFT WALL SYSTEM. 09510.A ACOUSTICAL PANEL CEILING SYSTEM. 09910.A PAINTED FINISH. DIVISION 14 - VERTICAL TRANSPORTATION 14240.6 4500 LB. HYDRAULIC HOSPITAL PASSENGER/SERVICE ELEVATOR. 14240.0 ELEVATOR SILL. 14240.1) ELEVATOR DOOR AND FRAME. GLASS SCHEDULE TYPE "A" 1" CLEAR INSULATING LOW -E GLASS W/ 1/4" CLEAR OUTBOARD LIGHT, 1/2" AIRSPACE AND 1/4" CLEAR INBOARD LIGHT. TYPE "B" 1" TINTED INSULATING SPANDREL GLASS W/ 1/4" GREY OUTBOARD LIGHT, 1/2" AIRSPACE AND 1/4" CLEAR INBOARD LIGHT, FRIT ON # 4 SURFACE. TYPE "C" 1" CLEAR GLASS. TYPE "D" 1/4" CLEAR GLASS. "T" SUFFIX INDICATES TEMPERED GLASS. INDICATES EXTENT OF SINGLE MINI -BLIND COVERAGE. VAWA uke CONSPN=ON 600 East 96th Street Suite 100 Indianapolis, IN 46240 Phone: 317 808-6000 Fax: 317 808-6797 I E7 0 I I SOILS MAP (N. T. S.) + INDEX SHT. DESCRIPTION C001 COVER SHEET C100 TOPOGRAPHICAL SURVEY C101 SITE PLAN C102 SITE DEVELOPMENT PLAN C103 EROSION CONTROL PLAN C104 EROSION CONTROL SPECIFICATIONS & DETAILS C500 SANITARY PLAN & PROFILE C600—C602 STORM SEWER PLAN & PROFILE C800 SITE DETAILS L101 LANDSCAPE PLAN E101 SITE PHOTOMETRIC PLAN E102 SITE PHOTOMETRIC PLAN DETAILS E103 ITREE PRESERVATION PLAN REVISIONS SHT. DESCRIPTION DATE ALL REVISED BLDG FOOTPRINT, GRADING, REAR YARD BUFFER, 421 GREENBELT 9/11/04 ALL REVISED PER AGENCY COMMENTS 9/7/04 V; MEDICAL OFFICE BUILDING DETAILED DEVELOPMENT PLAN T N0. 04070033 DP/ADCs XIMATELY 10681 NORTH MICHIGAN ROAD L, INDIANA JULY 23, 2004 l T N0. 04070033 DP/ADCs XIMATELY 10681 NORTH MICHIGAN ROAD L. INDIANA DOCKE APPRO CARME Owner: DUKE/BREMNER HEALTHCARE PROPERTIES LLC 250 E. 95th STREET, SUITE 150 INDIANAPOLIS, INDIANA 46240 (317)-816-8600 Contractor: I DUKE CONSTRUCTION LIMITED PARTNERSHIP 600 E. 96th STREET, SUITE 100 INDIANAPOLIS, INDIANA 46240 PHONE: (317)-808-6000 FAX: (317)-808-6684 f z 0 4 4 d fy 1r >Y `G � �,%f�''. ,�..-/{� � � _ R „�.r --- jam• ,:1 094510 6TH STRELTffr,a .ice i.i��►� VICINITY MAP (N. T. S.) i / 4T RECEIVED NOV 22 2004 DOCS PLANS PREPARE BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 9940 ALLI SON VILLE ROAD FISHERS, INDIANA 40038 PHONE: (317)-849-5935 FAX: (317)-849-5942 PLANS CERTIFIED BY: %�---C% ----- 072 3 /0 4 JAMES 0. RINEHART IV DATE PROFESSIONAL ENGINEER NO. 19 358 No. _ 10200495 O ` STATE OF Q bNALyEN .` i I I �J I 1-0 EXISTING WESTON POINTE SUBDIVISION INSTR NO. 2004-00007371 . ............ .........» ...._."... ......... x . ......... ........ — .. . ... ........... A R' E. A x. . . . . . ............ .. ...... • ... ........ ........ . ....... - x ............ --X . ... . ..... ,A - - W - �j ---- ----- 2, C� -- T- A,_ ki 0 ;.6 OWITCH 31KAR ErtX T. r Vv i,A A 4,- -4 TAL.I. K..FDS N - A D G PA S N 4 -;V A"l ' I ��;?� � tike °�'�i tV �'a' ` _... .. "�41CJ' ,;Sj}1� EXISTING FIFE STORM F INVERT=896.75 j 24 C.M.P. V, vc k NL v v"A tk N. 7: G t, Vt 011 A EXISTING STORM TO 4�) IN �ERT=897. 10 24 C.M.P. \A, <a It 41 'A , A BENCHMARK ' N.A.V.D. 1988 > LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE; APPROXIMATELY 0.24 MILE is NORTHWEST OF THE INTERSECTION OF U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421; J. % SET IN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE THE GROUND; A U.S. COAST AND GEODETIC SURVEY EXISTING 6" WATER BENCHMARK TABLET, STAMPED 'IS 78 1946". 4-v+ - MAINt, ELEVATION: 900.99 ,s`it - � :44 tA L 4 T ir A o I, EXISTING OVERHEAD '0 ....... ELECTRICAL A % lz all EXISTING GA�\ MAIN Nk NOTE: IF ANY UTILITIES UNDER GROUND rl , ,.• .� t�ti i,c' '�> ` �` ' •'` i11 I •� -� CONFLICTS OCCUR DURING CONSTRUCTION 4?, S �e, i. k I , F THE IT SHALL BE THE RESPONSIBILTY rl h/ X CONTRACTOR TO WORK WITH THE INDIVIDUAL % UTILITY COMPANY TO RELOCATE THE UTILITY THAT IS IN CONFLICT. N1 A \1 k IJURR110) TEL -^.-N EPHONC-- CABNE\\ P. XY x, L fyri .EXISTING STORM IP T.C.= 89 �,s P i . T INVERT -E 15R,C.1 EXISTING SANITARY Ik; A S T.C.= 898.99 0 STEEL TEE POST 0 10, O.C. I� \-SNOW FENCE ALONG DRIP LINE OF TREE (FENCE TYPE TO BE SUBMITTED FOR REVIEW) TREE PROTECTION DETAIL EXISTING THE VILLAGE AT WESTON PLACE SUBDIVISION INSTR NO. 9609626949 P.C. #1, SLIDE #686 EXISTING GAS MAIN v"✓ rfiwASPHALT EXISTING WATER MAIN PROPOSED SNOW FENCE EXISTING LIGHT POLE -EXISTING HYDRANT TO BE RELOCATED EXISTING 8" SANITARY SEWER EXISTING MARSH SUPERMARKET NO SCALE All, —PROPOSED SNOW FENCE A 4 GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft III flip,, 1111 0 RINfF& : ........... .. 11�; 10200495 STATE OF /7VDlAt0--,*` 4C1 ZONAL f4i4liff w 200 NOTE: THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, OTHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOW ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. LEGEND "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL rou FREE 1-800-428-5200 TOR CALM OUTSIDE Of INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, AI marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND U11LIMES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. FLOW LW V) POWER POLE BURIED ELECTRIC UNE LIGHT POLE OVERHEAD ELECTRIC LINES Ej E. T. ELECT, TRANSFORMER ........... .. - — ---- BURIED 7ELEPHOlf LIW E.FF, ELECT. PEDESTAL . . .. r.......... . ...... TELEPH01,11E LINE (., ELECT. METER o Q Ld . ............ ,;(.'TV ................ BURIED CABLE T.V.LM GUY WIRE CABLE T.V. LK TELEPHONE POLE t... ..... . .......... GAS UNE T.P. El TELEPHONE PEDESTAL z ul WATER LK TELEPHONE MANHOLE SANTARY SEW UNE; MANHOLE CABILE T.V. POLE SANITARY CLEANOUT Q. CABLE T.V. PEDESTAL x STORM SM LINE; MANHOLE & ENMCTO TRAFFIC SIGNAL POLE CURB KET TRAFFIC MANHOLE BEEHIVE OR ROUND WEII TRAFFIC CONTROL BOX to SQUARE FLAT INLET GAS VALVE FENCE LINE 11: i OAS METER SET PK NAIL - UNLESS OTHERWISE NOTED ,N) WATER METER SET CAPPEDREBAR STAMPED SRA FIRM I ODDS *V I WATER VALVE H.C.&R. HAMILTON COUNTY SURVEYOR'S RECORD FIRE HYDRANT Cr - M.B. MAILBOX "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL rou FREE 1-800-428-5200 TOR CALM OUTSIDE Of INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, AI marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND U11LIMES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. O 04 LLJ 0 V) CA < z 0) 0 In z Ljj > 00 V) 0 Z < < Lj- C-7) V) fy- 04 00 Ld r- LLj I z: 0 0 00 Z LAJ In Z F— j 01 Lf) 00 0 CL Z z 0 < 0 SHEET NO. 100 OF SHEETS JOB NO. 49335 a V) O 5; o Q Ld z ul C x to Cr - o M Co 0 0 Lj M CN O 04 LLJ 0 V) CA < z 0) 0 In z Ljj > 00 V) 0 Z < < Lj- C-7) V) fy- 04 00 Ld r- LLj I z: 0 0 00 Z LAJ In Z F— j 01 Lf) 00 0 CL Z z 0 < 0 SHEET NO. 100 OF SHEETS JOB NO. 49335 a s 'HIC SCALE 100 200 IN FEET } i ch = 50 ft. i t © 6" EXTRUDED CONCRETE CURB .� 0 RINEr,,�,,,, 9'x18 PARKING SPACE 'l-q,,tSTER�b.TG''% ® 9'x20' PARKING SPACE _ NO. 10200495 = -o `' STATE OF Q ANDIAW': X4(1 LEGAL DESCRIPTION A part of the Southwest Quarter of Section 6, Township 17, Range 3, in Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southwest corner of said Quarter Section: thence South 89 degrees 49 minutes 00 seconds East along the South line thereof 1085.12 feet to the point of intersection of the centerline of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S. Highway #421 549.30 feet to the point of curvature of a curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from sold point; thence northwesterly along said curve and aforesaid centerline 496.48 feet to a point on sold curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 70 degrees 38 minutes 47 seconds East 66.43 feet to a point on the eastern right—of—way of U.S. Highway 421, said point also being the POINT OF BEGINNING of this description; thence North 18 degrees 33 minutes 39 seconds West 52.49 feet; thence North 18 degrees 17 minutes 15 seconds West 408.67 feet; thence North 12 degrees 32 minutes 09 seconds West 196.54 feet; thence North 18 degrees 04 minutes 55 seconds West 283.54 feet; thence South 89 degrees 49 minutes 00 seconds East 404.33 feet; thence South 16 degrees 50 minutes 16 seconds East 805.27 feet; thence South 70 degrees 38 minutes 47 seconds West 383.66 feet to the place of beginning. Containing 7.762 acres, more or less, subject to all legal highways, rights—of—ways, easements, and restrictions of record. Excepting thereof: Commencing at the Southwest corner of said Quarter Section; thence South 89 degrees 49 minutes 00 seconds East along the South line thereof 1085.12 feet to the point of intersection of the centerline of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S. Highway #421 549.30 feet to the point of curvature of o curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from sold point; thence northwesterly along sold curve and aforesaid centerline 496.48 feet to a point on said curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 18 degrees 33 minutes 39 seconds West 52.49 feet; thence North 18 degrees 17 minutes 15 seconds West 371.78 feet; thence North 18 degrees 17 minutes 15 seconds West 36.90 feet; thence North 12 degrees 32 minutes 09 seconds West 196.54 feet; thence North 18 degrees 04 minutes 55 seconds West 283.54 feet; thence South 89 degrees 49 minutes 00 seconds East 404.33 feet; thence South 16 degrees 50 minutes 16 seconds East 380.66 feet; thence South 70 degrees 38 minutes 47 seconds West 394.65 feet to the place of beginning. Containing 3.971 acres, more or less, subject to oil legal highways, rights—of—ways, easements, and restrictions of record, The remaining acreage totaling 3.791 acres, more or less, subject to all legal highways, rights—of—ways, easements, and restrictions of record. S: \49335`-,Iegol\Plot—Final September ^, 2004 Revised: October 12, 2004 AAA(R), KMC(F) TYPICAL PARKING STALL 6" EXTRUDED CONCRETE CURB 18' TYPICAL BUILDING PERIMETER PARKING STALL PARKING DATA PARKING REQUIRED MEDICAL: 6" EXTRUDED CONCRETE CURB 1 SPACE PER 300 sq.ft. 133 SPACES 20' PARKING PROVIDED 9' REGULAR: 167 SPACES HANDICAP: 5 SPACES TYPICAL PERIMETER TOTAL PARKING STALL 172 SPACES SI TE = 3.073 Ac. t OPEN SPACE = 1.043 Ac.t LOT COVERAGE = 2.03 Ac,t (66.OB%) NOTE: NO PORTION OF THIS SiTE LIES WITHIN THE FLOODPLAIN. PER FIRM NUMBER 18057CO205F, DATED FEBRUARY 19, 2003 BENCHMARK N. A. V. D. 1988 LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZiONSVILLE; APPROXIMATELY 0.24 MILE NORTHWEST OF THE INTERSECTION OF U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421; SET iN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE THE GROUND; A U.S. COAST AND GEODETIC SURVEY BENCHMARK TABLET, STAMPED "S 78 1946". ELEVATION: 900.99 "HOLEY MOLEY" SAYS: A W 1-800-882-5544 CALL Tou FBI 1--800--428--5200 FOR CALLS 0UMD1 OX INDIANA CAUTION LOCATION OF All EXISTING UNDERGROUND U VIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including. but not imited to, manholes, inlets, valves, k marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITiNG UNDERGROUND UTiLIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FDR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTiUYIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. i< N 0 z O � z N w $ o of O Z a a z LJ o LEGEND ® 2" CHAIRBACK CURB 6' SIDEWALK © 5' SIDEWALK TYPICAL PAVEMENT SECTION Q CONCRETE PAVEMENT SECTION ® CONCRETE MEDIAN © SIDEWALK RAMP © 6" EXTRUDED CONCRETE CURB .� 0 RINEr,,�,,,, 9'x18 PARKING SPACE 'l-q,,tSTER�b.TG''% ® 9'x20' PARKING SPACE _ NO. 10200495 = -o `' STATE OF Q ANDIAW': X4(1 LEGAL DESCRIPTION A part of the Southwest Quarter of Section 6, Township 17, Range 3, in Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southwest corner of said Quarter Section: thence South 89 degrees 49 minutes 00 seconds East along the South line thereof 1085.12 feet to the point of intersection of the centerline of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S. Highway #421 549.30 feet to the point of curvature of a curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from sold point; thence northwesterly along said curve and aforesaid centerline 496.48 feet to a point on sold curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 70 degrees 38 minutes 47 seconds East 66.43 feet to a point on the eastern right—of—way of U.S. Highway 421, said point also being the POINT OF BEGINNING of this description; thence North 18 degrees 33 minutes 39 seconds West 52.49 feet; thence North 18 degrees 17 minutes 15 seconds West 408.67 feet; thence North 12 degrees 32 minutes 09 seconds West 196.54 feet; thence North 18 degrees 04 minutes 55 seconds West 283.54 feet; thence South 89 degrees 49 minutes 00 seconds East 404.33 feet; thence South 16 degrees 50 minutes 16 seconds East 805.27 feet; thence South 70 degrees 38 minutes 47 seconds West 383.66 feet to the place of beginning. Containing 7.762 acres, more or less, subject to all legal highways, rights—of—ways, easements, and restrictions of record. Excepting thereof: Commencing at the Southwest corner of said Quarter Section; thence South 89 degrees 49 minutes 00 seconds East along the South line thereof 1085.12 feet to the point of intersection of the centerline of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S. Highway #421 549.30 feet to the point of curvature of o curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from sold point; thence northwesterly along sold curve and aforesaid centerline 496.48 feet to a point on said curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 18 degrees 33 minutes 39 seconds West 52.49 feet; thence North 18 degrees 17 minutes 15 seconds West 371.78 feet; thence North 18 degrees 17 minutes 15 seconds West 36.90 feet; thence North 12 degrees 32 minutes 09 seconds West 196.54 feet; thence North 18 degrees 04 minutes 55 seconds West 283.54 feet; thence South 89 degrees 49 minutes 00 seconds East 404.33 feet; thence South 16 degrees 50 minutes 16 seconds East 380.66 feet; thence South 70 degrees 38 minutes 47 seconds West 394.65 feet to the place of beginning. Containing 3.971 acres, more or less, subject to oil legal highways, rights—of—ways, easements, and restrictions of record, The remaining acreage totaling 3.791 acres, more or less, subject to all legal highways, rights—of—ways, easements, and restrictions of record. S: \49335`-,Iegol\Plot—Final September ^, 2004 Revised: October 12, 2004 AAA(R), KMC(F) TYPICAL PARKING STALL 6" EXTRUDED CONCRETE CURB 18' TYPICAL BUILDING PERIMETER PARKING STALL PARKING DATA PARKING REQUIRED MEDICAL: 6" EXTRUDED CONCRETE CURB 1 SPACE PER 300 sq.ft. 133 SPACES 20' PARKING PROVIDED 9' REGULAR: 167 SPACES HANDICAP: 5 SPACES TYPICAL PERIMETER TOTAL PARKING STALL 172 SPACES SI TE = 3.073 Ac. t OPEN SPACE = 1.043 Ac.t LOT COVERAGE = 2.03 Ac,t (66.OB%) NOTE: NO PORTION OF THIS SiTE LIES WITHIN THE FLOODPLAIN. PER FIRM NUMBER 18057CO205F, DATED FEBRUARY 19, 2003 BENCHMARK N. A. V. D. 1988 LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZiONSVILLE; APPROXIMATELY 0.24 MILE NORTHWEST OF THE INTERSECTION OF U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421; SET iN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE THE GROUND; A U.S. COAST AND GEODETIC SURVEY BENCHMARK TABLET, STAMPED "S 78 1946". ELEVATION: 900.99 "HOLEY MOLEY" SAYS: A W 1-800-882-5544 CALL Tou FBI 1--800--428--5200 FOR CALLS 0UMD1 OX INDIANA CAUTION LOCATION OF All EXISTING UNDERGROUND U VIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including. but not imited to, manholes, inlets, valves, k marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITiNG UNDERGROUND UTiLIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FDR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTiUYIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. i< N 0 z O � z N w $ o of O Z a a z LJ o V) N Cr 0 U) >- I W 0) a0 V) rj 0 X Z < Q J t` u7 � I W 00 N W n W I Z 0 0 C� o0 Z L1J C7 LO z —J � d - V) 00 Z 0 a z Q a z U Z Y' CC a M� Q LI I � �U CL C � o 0 V) J Q V)Q U x m Ix 0 LO CO v ill V) N Cr 0 U) >- I W 0) a0 V) rj 0 X Z < Q J t` u7 � I W 00 N W n W I Z 0 0 C� o0 Z L1J C7 LO z —J � d - V) 00 Z 0 a z Q a z SHEET NO. 0101 OF SHEETS JOB NO. 49335 U Z M� Q LI I � �U CL Z LL - u -i > LL_ 0 V) J V)Q U 0 Ld SHEET NO. 0101 OF SHEETS JOB NO. 49335 C E E Y CL N 00 N rl Q 0 N N a ru ruZ ' a U D U N a U rn i M M rn i �n i GRAPHIC SCALE 0 25 50 100 ( IN FENT ) 1 inch = 50 ft. 10' to' 3 3 i 200 BOTTOM 889.61 i i CROSS SECTION "A" -"A" POND #1 i NOT EXISTING GRADE T.O.B, T.O.B. ELEV. = 902.20 ELEV. = 902.20 ��� N.P. =$97.61 **8" --TO–SCALE # I I i 10, SODDn ARRA ITA T� •;'t3F1�'IC'T OF. TI�:E Ii.AA�iIL.T'4� : Cati%TY •'SU�Ir� YOB', . 311"', .E Na G��}�P�TE� DISCHARGE - NOT ALLOWED' .. 1TYATO?L•E�ED b'?S'tLCT3 OL 331'}'}i}} 6 835.0 l::Aii,1C•5'T k3 SPPr."•3StIi:D . 6'•43iTN.i �� SA?EiY L��[?8 may: w� 6KD s1CC`totr S3?iTi �R tiflP.ki a L' POOL YR3l':kS7 'END 9gCTtOTr `. `' • RIIQratP�.B AJlCHOft: •x�. 2 Af,1$. • StE AyGkIOFt 1>T+A/xtL OPTIONS 7:Oft }il:'it SiGt:TI6N8: 1 . -H£7 kL �13t3llTTTr?9 'tYCt FLAT£ t�aSSt •PRITCA•9T: 9Nti'NN Z! •Ca}rC.Bffi'l'S SLOASR7,ILL dg ittP-RAA � • N R}.}S -CCNCii£'S'i; 3iEAD15ALL RENO 6tATd'RHJ,4 `}i BLUP> �x0'NN� a� OCi USi dt8N0 }dATTR2{b'>! • GP_R�'f/ SL— ryc t f4 •fir.. 9 ' ��—i� / .s� .. g SaTiDBD ATtRA `�� ICP.O36-H�YCXEAI inti' ., .•.�.•� ,.,:n,'� ..,• '•<_.. 'z,..' f. R.C.P. s'fafikf sEVIHF[ 4 _ �.;• �? . ,,, •',_,Y� � TC•P VTE4T x 'S'YO F.H. LAKE OUTLET DETAIL LASE OU,TL�rr DETAIL FOR LAKE CROSS-SECTION OPTIO • ' FC}� I, AKE •C��SS�SECTIQ� �P i IQ�� .'- [DRA4tlaR^� 3C 1LE)A. I-AIILTON CGUTY SURVEYOR'SfDRAVWC HAMILTON COU VPY SURVEYOR'S OFFICE^ - - REV'}3ED- [ +'�►x xaoa z� STAN-}?'�P.D PLA ~ �O _Z ` :i SI1P1 Por! ti, 7r . Etn1S:LY'Q v?U VTY SIMMOR DAT3-� T.O.B.=902.20 4 4 T.O.B.a902.20 11 1t– — —SPILLWAY �30'-0" 901.20 WEIR EMERGENCY SPILLWAY POND 1 NOT–TO–SCALE LEGEND Q%�.t EXISTING SPOT ELEVATION ..•-..e~� -- --- EXISTING CONTOUR EXISTING SANITARY SEWER -�^�'a^-� •�•^ EXISTING STORM SEWER ~~-~~•--•• �' •••••••-•--•• EXISTING ELECTRIC .,,.,,•--••- r ----- EXISTING TELEPHONE -•••-•••-•• 4 •-~-~••-••• EXISTING WATER � PROPOSED GRADE e+a•--•— PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER •---•-��o----- PROPOSED SWALE V PROPOSED WATER — — � — — PROPOSED SUB SURFACE DRAIN (SSD) ��••..pQ PROPOSED tW[tnsnrrrgr F4I rgri,,4 0, NFH 0�5 ............ LAKE CROSS-SECTIONS z Zpr_ w� w � 5 U � TRANSFORMER LOCATION 'S'YO F.H. FiRE HYDRANT USE OUTLET ae'r HAMILTON COUNTY � �FICE%� OFFICE 0'I' THF H1�IriILTON •COUNTY SURVEY -OP, t ,t T -fie �y nn �,• �.•'�+ rr nn•T�t , LM.i11'.a ��VS�—SSC 1 AlJ!'rT5 OPTION 2 • Hf.sENBli? x'rpaeao:t�n Y.iN. \ VARIBB NGB1[¢L POOL rr?rtT,"r.+r s• Stas. . _. `4�..V�; AT 1sw Mill. �--T--•-+i . ,;:., . ��i '�- 5 ' USE OUTLET' OPTION- 2 HA�4�ILT(3N ��tjNTY SUR��EY ORrS �4FFx��.' g•SgLcEp, > at;:r zcaa ' STr1NgARD PLAN APPROVED: � �� D `'� ICCNT C.'�7AAD, i' D[]LTON COVFTY SURSIIYOR� t:A• T: �1ST,Ep 102 0495 .t STATE OF +' Q „ .t �Irrrr, 1 i 11 t�ttttt i FARiMN10RK 1 t. occAVATtoN , A. Excavated motertol that to suitable may be used for fills. All unsuitable material and all surplus excavated tr�akerld not required shill be removed from the sHe. B. Provide and place any odditlanal All material from offsite as may be necessary to produce the grades required on pions, Fill obtained from offsite shall be o/ quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill Headed. BENCHMARK2• REMGVAL of TREES A. All trees and Stumps shall be removed from areas to be occupied by o road surface or structure area. Trees and stumps shall not be buried on site. N. A. V. D. 1988 3. PROTECTION OF TREES LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST A. The Contractor shall, of the direction of the Developer, endeavor to save and protect trees of value OF Z10NSVILLE; APPROXIMATELY 0.24 MILE and worth which do not impair construction of improvements as designed. 8. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with NORTHWEST OF THE INTERSECTION OF U.S. 421 AND respect la protective measure to be taken, if any, to preserve such trees. WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421; 4. REMCVAI. of TpPS01L SET IN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to o f'ninlmum depth of 8 Inches or to the depth Indicated In the geotechmlcol report provided by the THE GROUND; A U.S. COAST AND GEODETIC SURVEY Developer to be excavated or filled. Topsoil should be stored of o location where It will not interfere BENCHMARK TABLET, STAMPED "S 78 1946", with construction operations. the topsoil shall be frac of debris and stones, . • 5. U1IUTIES ELEVATION 900,99 A. Rules an� regulation governing the respective utility shall be observed In executing all work under this asst on. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll free 1'800-382-6544 within Indiana or 1-800-428-5200 outside Indiana. "HOLEY MOLEY" B. SITE GRADING SAYS: CAUTION A. Do all Cu�tting, Tilling, compacting of fills and rough grading required to bring entire project area LOCATION OF ALL E'JASTING UNI�RGROUND 'F' UTILITIES SHOWN ON THIS PLAN ARE BASED t0 subgrpde as shown On the drawing. UPON ABOVE GROUND EVIDENCE. (including, B. TC. he talarnce for paved areas shall not exceed 0.10 feet above established subgrade. All other areas but not limited to, rtanhoies, inlets, voNee, do shall not exceed 0.10 feet plus or minus the established grade. Provide roundings of top and bottom mons made upon the ground by others.) AND of banksl and other brooks In grade. ARE SPECULATNE IN NATURE. THERE MAY ALSO BE OTHER EXISRINC UNDERGROUND UTiLIfnES The Engineer shall be notified when the Contractor hos reached the tolerance as stated above, 90 FOR WHICH THERE IS NO ABOVE GROUND that field measurements and spot elevations can be verified by the Engineer. The Contractor shall EVIDENCE OR FOR WHICH NO ABOVE GROUND not remove his equipment from the site until the Engineer has verified that the job meets the above EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS tolerance. 1-800-382-6644 OF SAID EXISTING UNDERGROUND UTILITIES (ALL �� PRBa SHOULD BE VERIFIED BY THE CONTRACTOR D. All competed areas of structural fill material must be tested to assure minimum 95?l of the maximum PRIOR TD ANY AND ALL CONSTRUCTION. dry density using the standard proctor test method. i• —800-428-520 FORd\EARTHWTiK FOR LAKE CROSS-SECTIONS z Zpr_ w� w � 5 U � �1ST,Ep 102 0495 .t STATE OF +' Q „ .t �Irrrr, 1 i 11 t�ttttt i FARiMN10RK 1 t. occAVATtoN , A. Excavated motertol that to suitable may be used for fills. All unsuitable material and all surplus excavated tr�akerld not required shill be removed from the sHe. B. Provide and place any odditlanal All material from offsite as may be necessary to produce the grades required on pions, Fill obtained from offsite shall be o/ quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill Headed. BENCHMARK2• REMGVAL of TREES A. All trees and Stumps shall be removed from areas to be occupied by o road surface or structure area. Trees and stumps shall not be buried on site. N. A. V. D. 1988 3. PROTECTION OF TREES LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST A. The Contractor shall, of the direction of the Developer, endeavor to save and protect trees of value OF Z10NSVILLE; APPROXIMATELY 0.24 MILE and worth which do not impair construction of improvements as designed. 8. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with NORTHWEST OF THE INTERSECTION OF U.S. 421 AND respect la protective measure to be taken, if any, to preserve such trees. WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421; 4. REMCVAI. of TpPS01L SET IN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to o f'ninlmum depth of 8 Inches or to the depth Indicated In the geotechmlcol report provided by the THE GROUND; A U.S. COAST AND GEODETIC SURVEY Developer to be excavated or filled. Topsoil should be stored of o location where It will not interfere BENCHMARK TABLET, STAMPED "S 78 1946", with construction operations. the topsoil shall be frac of debris and stones, . • 5. U1IUTIES ELEVATION 900,99 A. Rules an� regulation governing the respective utility shall be observed In executing all work under this asst on. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll free 1'800-382-6544 within Indiana or 1-800-428-5200 outside Indiana. "HOLEY MOLEY" B. SITE GRADING SAYS: CAUTION A. Do all Cu�tting, Tilling, compacting of fills and rough grading required to bring entire project area LOCATION OF ALL E'JASTING UNI�RGROUND 'F' UTILITIES SHOWN ON THIS PLAN ARE BASED t0 subgrpde as shown On the drawing. UPON ABOVE GROUND EVIDENCE. (including, B. TC. he talarnce for paved areas shall not exceed 0.10 feet above established subgrade. All other areas but not limited to, rtanhoies, inlets, voNee, do shall not exceed 0.10 feet plus or minus the established grade. Provide roundings of top and bottom mons made upon the ground by others.) AND of banksl and other brooks In grade. ARE SPECULATNE IN NATURE. THERE MAY ALSO BE OTHER EXISRINC UNDERGROUND UTiLIfnES The Engineer shall be notified when the Contractor hos reached the tolerance as stated above, 90 FOR WHICH THERE IS NO ABOVE GROUND that field measurements and spot elevations can be verified by the Engineer. The Contractor shall EVIDENCE OR FOR WHICH NO ABOVE GROUND not remove his equipment from the site until the Engineer has verified that the job meets the above EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS tolerance. 1-800-382-6644 OF SAID EXISTING UNDERGROUND UTILITIES (ALL �� PRBa SHOULD BE VERIFIED BY THE CONTRACTOR D. All competed areas of structural fill material must be tested to assure minimum 95?l of the maximum PRIOR TD ANY AND ALL CONSTRUCTION. dry density using the standard proctor test method. i• —800-428-520 FORd\EARTHWTiK FOR I< a I } Min 0of X T z Zpr_ w � 5 U � O z� U ~ �O _Z d O 4 Z I � Q W CJ a Ln .._ Z J � � cn 0 (/) °0 ate. Z o U � .- � wW `1 a a a °° Y m tY � � \ D x Y m v� w�II o� CALLS DOTSIDL OR INDIANA I< a I } Min 0of X T z Zpr_ w � 5 U � O z� U ~ �O _Z d O 4 Z I � Q W CJ a Ln .._ Z J � � cn 0 (/) °0 ate. Z o U � .- � wW `1 a a a °° Y m tY � � \ D x Y m v� w�II o� Z d_ 1� Z Z � li �m Z w � ww n UU LIJ Li O z� ~ �O _Z d O Z I � Q W CJ U Ln .._ Z J � � cn J (/) °0 ate. Z o U � .- � Q o Z SHEET N0. C 1 OF SHEETS ,foe NO. 49335 O z� �O w ». 0 � Q CJ LLQ .._ V1 J W d U i S 7-I r -I Tri C E a_ -4 Lq 0) (V xf- C7 C7 N N ,-I O „-I I_r O m J OT 6 0- U-) Z O b 0z W 0 U In LFT m M M THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: NAME: TOM MCLAUGHLIN COMPANY: DUKE CONSTRUCTION PHONE: (317)-808-6000 SEASONAL SOiL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR, APR. MAY JUN. JUL, AUG. SEPT, OCT. NOV. DEC. PERMANENT A *///////////* *///> SEEDING DORMANT g _ _ - > B___-__-0 SEEDING i SEEDING E - */f//////# >"` SODDING -_MULCHING G --^-^0 �._.._..,....... - Seedbed Preparation for _Permanent Seeding 1. Test soil to determine pH and nutrient levels. (Conloct you county SWCD or Cooperative Extension office for assistance and soils information, Including available testing services.) 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize as recommended by the soil test. If testing was not done, consider gpplying 400-600 lbs./acre of 12-12-12 analysis, or equivalent, fertilizer. 4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil A KENTUCKY BLUE GRASS 44 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs> AG. B - KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.: PLUS 2 TONS STRAW MULCH AC, OR ADD ANNUAL RYEGRASS 301ba>/AC. C # SPRING OATS 3 BUSHEL/ACRE 0 � WHEAT OR RYE 2 BUSHEL/ACRE E - ANNUAL RYEGRASS 40 lbs./AC. (1 Ib./1000 sq. ft.) F - SOD G - STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR TACKIFYING *///* - IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT. ** - IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD Rule 5 requires oil disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather conditions prevent rapid germination of gross, then 2t/ac mulch will be used to ensure ground stabilization requirements are met. a >? 4 I.:> > 1\ �_ � :�p - . - .. .. .. Drop Inlet Protection Basket It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle out before the water enters the storm structure, Spine filtering will occur as water passes through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall dimension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall be 15" The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18 sq in. It is im portant that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and casting. The top of the basket shall be open to prevent flooding during heavy storm events. Fabric shall be woven polypropylene allowing 15-25gallmin/sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the casting. This dovicG should be used in conjunction with other Best Management Practices to maximize the efficiency of the erosion control plan. Suppliers for this product include: I..akeside Supply Inc. (3 17) 281-2661, Turfgrass Inc (3 17) 894-3276. 2 EACH .--„ DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) INSTALLATION DETAIL :,,%,,,,BAG DETAIL, DUMP STRAP i" REBAR FOR BAG REMOVAL FROM INLET LENGTH= WIDTH= DEPTH= QUANTITY= DUMP STRAP a SILTSACK - ,.w, ; INLET SILT SACK DETAIL NOT -TO -SCALE FENCE POST (2x2 HARDWOOD POST) `- SILT FENCE MATERIAL 6'-8" 1 L ZFECE POST SHOULD SILT FENCE MATERIAL SHOULD BURIED x 1' BELOW BE BURIED 6" BELOW GROUND GROUND SURFACE, SURFACE. SILT FENCE DETAIL NOT�TO-SCALE R><hlblt1117!-0. SINIQ11loatl091tU►11POW..S4forStlt►tMOSFfAlitr physicai property- Woven fabric Non•wercn'fabrie 17111toring C t1icloncy 85% 85% Tonatt slrongih At A B 20% clotiption; M250 StAtidard strength 30 lbs./jinear in. 501hc./ilnear in. Litre strength 50 lbs./lilicar it), 70 lbli./lint' w in, slurry now Atte 0.3 gal./min./stl.it. 4.5 gal./tntn./Itg1t. Water flow rate '15 gal./utas,/4q.lt, 270 gal./inim/sy.ft. UV reslaumco 70% 85% STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE MAINTENANCE PATTERNS WLL VARY DEPENDING UPON SLOPE PRIOR TO CLEANING AND GRADING LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL, A B B M250 C IMMEDIATELY REMOVE All1D AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR m B Oso v m C leo B C D REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, ,n PRIOR TO CLEANING AND GRADING 5 A 70 F FENCE FABRIC TEARS, STARTS 1'O DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE so AFFECTED PORTION IMMEDIATELY. storm, , REMOVE DEPOSITED SEDIMENT WHEN R REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR M1 it 211l fit La's nWAaaH oasts CANN AND TAKE CARE 70 AVOID UNDERMINING THE FENCE DURING CLEANOUT. SLOPE GRADIENT e'er 3' B, 2, 6 _ 4' 6' 4 I `� � 4' 4 ' M. M 3'" -.Y M a ■ A B aC n mD" X M a K K • I STAPLE 1-1p STAPLES 2 STAPLES 3,S STAPLES FR PSQ. YD. PER SQ. YD. PER SQ. YD. PER S4 YD. EROSION CONTROL BLANKET W STAPLE PATTERN GUIDE (I.E., A OR AP HORIZON). NOT -TO -SCALE J W DROP INLET EROSION CONTROL REAR YARD PLAN LEGEND PROTECTION DRAINAGE SWALE 0 0` o 0 o SUBSOIL PROPERTY UNE/ DRAINAGE STOCKPILE SWALE PS S SF AREA -0 -EXISTING DRAINAGE TO BE TOP- a 4D 40 SOILED, SEEDED, ° ° TOPSOIL re a -1t p© AND MULCHED STOCKPILE " "-1"- FINISHED DRAINAGE BY OWNER AT COMPLETION OF CONSERVATION FelTREE CONSTRUCTION, �- BUILDING CREATE CONSTRUCTfON SILT FENCING \ ENTRANCE/ EXIT SF SiDE YARD ° �,` P© FOR ALL RIVES u ;••; DRAINAGE SWALE o ":,:-� GRAVEL ENTRANCE/ EXIT I � INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE, A B B LEGAL DESCRIPTION A part of the Southwest Quarter of Section 6, Township 17, Range 3, in Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southwest comer of said Quarter Section; thence South 89 degrees 49 minutes 00 seconds East along the South line thereof 1085.12 feet to the point of intersection of the centerline of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S, Highway #421 549.30 feet to the point of curvature of a curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from said point; thence northwesterly along said curve and aforesaid centerline 496.48 feet to a point on said curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 70 degrees 38 minutes 47 seconds East 66.43 feet to a point on the eastern right-af-way of U.S. Highway 421, said point also being the POINT OF BEGINNING of this description; thence North 18 degrees 33 minutes 39 seconds West 52.49 feet; thence North 18 degrees 17 minutes 15 seconds West 408.67 feet; thence North 12 degrees 32 minutes 09 seconds West 196.54 feet; thence North 18 degrees 04 minutes 55 seconds West 283.54 feet; thence South 89 degrees 49 minutes 00 seconds East 404,33 feet; thence South 16 degrees 50 minutes 16 seconds East 805.27 feet; thence South 70 degrees 38 minutes 47 seconds West 383.66 feet to the place of beginning. Containing 7.762 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. Excepting thereof: Commencing at the Southwest comer of said Quarter Section; thence South 89 degrees 49 minutes 00 seconds East along the SixIth line thereof 1085.12 feet to the point of intersection of the centedine of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S. Highway #421 549.30 feet to the point of curvature of a curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from said point; thence northwesterly along said curve and aforesaid centerline 496.48 feet to a point on said curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 18 degrees 33 minutes 39 seconds West 52.49 feet; thence North 18 degrees 17 minutes 15 seconds West 371.78 feet; thence North 18 degrees 17 minutes 15 seconds West 36.90 feet; thence North 12 degrees 32 minutes 09 seconds West 196.54 feet; thence North 18 degrees D4 minutes 55 seconds West 283.54 feel; thence South 89 degrees 49 minutes 00 seconds East 404.33 feel; thence South 18 degrees 50 minutes 16 seconds Fast 380.66 feet; thence South 70 degrees 36 minutes 47 seconds West 394.65 feet to the place of beginning. Containing 3.971 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. The remaining acreage totaling 3.791 acres, more or less, subject to ail legal highways, rights -of -ways, easements, and restrictions of record. Assessment of Construction Plan Elements Al. See Sheets C300 and 0301 A2. See Attachment A3. Narrative Describing Project Nature and Purposes This project is the St Vincent Modical Office Building, The purpose of this project is for future conrunci cial construction. A4. See map included on this sheeL A5. Legal Description of the Project Site: Legal description is shown on this sheet. The latitude is 390-56'-44" and longitude is 861A4'-12". A6. See Sbeet C102 A7. Hydrologic Unit Code: 05120201120080 A8. Sbste or Federal Water Quality Per alts: None A9. Specific Points Where Stormwater Discharge WIII Leave This Site: The storm water will leave the sito through a piping system exiting to the West through an existing pipe undcx U.S. 421. A10. Location and Name of All Wetlands, Calces, and Water Courses on Aad Adjacent to the se Site: Thare arc no wetlands, lakes or watercouradjactatit to this site. All. Identity All Receiving Waters: This site outlets into an existing storm sativer under U,S, 421. Al2. Identification of Pot.ential Disebarges to GroundwaW There is no potential disclunes into the groundwater. A13. 100 Year Floodplains, Floodways and Floodway Fringes: There aro no floodplain, floodways or flood way hinges ou this site. A14. Pre -Construction and Post Construction Esdmate of Peak Discharge: Pre -Developed: 2 year -15.64 c.ts. 10 year 28.02 ais. Post Developed: 10 year -13.85 c.ts, 100 year=15.99 ata A15. Adjacent Land use Including Upstream Watershed: Wast: Commercial last: residential North: commercial South: commercial A16. See Shects C102 A17, Identification of existing vegetative cover: This site is cnitrely covcrod by row crops and row am tesiduo. A18. Sec Map & descriptions included on this sheet A19. See Sheets C102 A20. Sec Sheets C102 A21. Locations of proposed soil stockpiles, borrow and/or disposal areas: am topsoil is to be relocated to non -building areas. Non -building would be considered common areas, rear yards, ctc.. Thcir will be NO barrow areas associdod with this project, A22. See Sheet C100 A23. Sec Sheet C102 %�L_ ✓`� . 4�!, 9 . .. , . ii INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE, RESHAPE PAD AS NEFDFJ) FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE All1D AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR StMEEPNaG. FLUSHING SHOULD ONLY BE USW F THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. F FENCE FABRIC TEARS, STARTS 1'O DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. storm, REMOVE DEPOSITED SEDIMENT WHEN R REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR t3 CAUSING THE FABRIC TO BULGE. TAKE CARE 70 AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR 1'0 CLEANING AND GRADING DETERMINE DEPTH AND AIITABIUTY OF TOPSAIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT MATH A SOIL SCIENTIST.) _U PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE 7H£ SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOLI. SURVEY DESCRIBES AS "SURFACE SOIL' W � (I.E., A OR AP HORIZON). J W PAD a ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO U � r � TRAP SEDIMENT (SEE EXHIBIT 5.02-8). (SEVERAL. SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) Q IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WI1N A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING CURB INLET REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. STREET EXISTING CURB AND GU PROTECTION TTER `pd{t111111fiflirrl `+``��.,`` 5 0. R I NEy'9'9�''1. ¢�rvT`f&�o. , = 10200495 - -o � STATE OF / Q 'r�, / i ��'�SS�ONAL••�NC, ����,``" I CURB INLET PROTECTION DROP INLET LOCATION MAP SOILS MAP ''►r/Irltir+►tv``` (SILT FENCE) PROTECTION I E WITH G 0 E TEXTILE WOVEN FABRIC 8r Brookston silty cloy loom- this Sall Is doAc colored, silty in texture and on deprwsionol uplands, It is deep and very poorly SAMPLE EROSION/ SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL drained with moderate permeability. It has high available water for plant growth and high organic matter content. It hos SOIL SALVAGE AND #53 STONE compact till starting of a depth of 40 to 60 inches. The main soil features that oHect the urban development uses ore seasonal ONE- OR TWO-FAMILY DWELLING UNDER CONSTRUCTION 1401 UTILIZAT10N high water table, high potential frost action, moderate shrink -Swett potential, moderate permeability and paneled surface water. STORM WATER POLLUTION & PREVENTION NOTES; Because of these engineering limitations this site will be constructed as follows. Weston Pointe, being o multifamily PERMANENT SEEDING 6` MIN. development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current (A) All storm water quality measures, including erosion and sediment control, necessary to Comply � Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the buildings 3:1LINdmo within this devetoprnenl be well above the 100yr etion of the proposed detention basins and therefore be protected with this Talo must be implemented in accordance with Itis plan and sufficient to satisfy subsection PS from flooding. All buildings will be of large slab type construction. In cases where o high water table is present special footings @)' MS MULCH SEEDING FUELING &VEHICLE MAINTENANCE AREA � shall be constructed. All roads will have adequate sub -base. AN sanitary sewers shall be public and therefore no septic (B) Provisions for erosion and sediment control On Individual building lots regulated Linder the SECTION �.��••^^n tM M systems shall be allowed original permit of a project Site owner mligl include the following requirements: `�L ' •� �-� i CrA Crosby silt Loom, 0-3 percent slopes- this soil Is light colored, silty In texture and on sloping uplands. It is deep and somewhat (1) The individual lot o BI3 cont 2. Construction Materials and their Packaging NOT -TO -SCALE f poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content, The Sall perator, whether owning the properly or acting as the agent of the hos compact till starting of a depth between 20 -40 (riches. The main soil features that affect urban development uses are property owner, shall be responsible for erosion and sediment control requiTTnlDems associated with activities on individual lots. a. Erosion Control measures shown on these plans shall be implemcnt<xlprior to eeosanal high water table, moderate shrink -swill potential, high potential host action and slow permeability.(2) installation and maintrnianeo of stable construction site access. and during construction in the proper sequencing to minirnizo sail elosicm. I Because of these engineering limitations this site will los constructed an follows. Weston Pointe, being o multifamily (3) installation and maintenance of appropriate perimeter erosion and sediment control Erosion controls Shall be inspected and maintained as described elsewhere is I 10' DIA, within the juriadictlon of The City of Carmel and Hamilton County will have to abide by the currentA. Subdivision Control Ordinance. This ordinancerequiresthat we hove an artificially drained site and that the buildings ttieasuros prior to land disturbance. these plans. Excessive dusting of soil on the site shall berninimizcxi by within this development be will above the 100yr elevation of the proposed detention basins and therefore be protected reducing construction traffic across bare soil during dry smeller windy wC2tbei, from flooding. All buildings will be of large slob type construction. In cases where a high water table Is present special footings (4) Sediment discharge and tracking from each lot most be minimized throughout the land shotl be constructed. All roods will have adequatsub-hose. All sanitary sewers shall be public and therefore no septic disturbing activities, on the lot until permanent stabilization has been achieved and by applying water or other acceptable dust control mtsrstrres to the so hall f3) 12` MULCH FILLED systems shall be avowed Upon completion of construction and suitable establishment of pormanead osIDN CONTROL Lo4." (5) Clean -Trp of sediment must be redistributed or disposed of in a manner that is in compliance yc station erosion control measures such as silt fCtt ro m82 Miami eat loom, 2-6 percent elopes- this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained with all applicable statutes and rules. g . t�Po�Y LXI, Check dame with moderate permeability. It hos moderate owNoble water for plant growth and a medium organic molter content, It has (6) Adjacent tats disturbed by and individual lot Operator must be repaired and atabiiizcd with and inset protection devices shall be removed in summer to minimize to �' compact till starting at a depth between 20-40 inches. The main soil features that adversely affect urban development uses are p additional land disturbance. A areasdisturbedb these A_,,,,,#k"..'.;,�: -•- p Any y operations shall be . •r • " T.+- •^��;moderate potential frost action, moderate shrink -swill potential, moderately slow permeability, low strength and erosion during TAY or crnianent surface stabilization. rcvc construction. ('� For individual residential lots, final stabilisation meeting the criteria in section 7(bx20) or properly s" EXCAVAT this Hilo Will be achieved when the individual lot operxtor, b. Large waste materials created by cutting, sawing, drilling, or Oilier Opel'atig7l$ 6` EXCAVATED KEYWAY g• MULCH BOTTOM OVER GEOiEXnLC Because of these engineering limitations this site will be constructed as follows. The foundations and footings used (A) completes final stabilization; or shall be properly disposed of in suitable OnSitowasto containers, The site 8tta11CONCR 'M WASH= DMNL WOVEN FABRIC in this development shall be designed to Include foundation drain tiles as to help prevent structural damage from (B) has installed appropriate erosion and sediment control measures for an individual tot prior to be checked at the end of the day, as a minimum, and all waste materials, NOT -TO -SCALE shrinking and swelling and low strength. There will be no septic occupation of the home by the homeowner and has informed the homeowner of the requirement including those blown across or off the site by wind, shall be picked up and for, and benefits of, fins( stabilization. 7(bx20) Final stabilization of a project site is achieved when: disposed of in suitable containers. Where possible, operations such as sawing (A) all land disturbing activities have been completed and a uniform (for example, evenly that create small particles should be performed in one spot in an arca protected 20'-O" MIN . WIDTH distributed, without large bare areas) perennial vegetative cover with a density of seventy �from wind, and waste particles collected and disposed of frequently to minimize pcet 2* _ �'• (705/9) has been established on all unpaved areas and areas not covcrecl by permanent structures,or wind WASHED STONE dispersal.equivalent permanent stabilization measures have beenemployed; and Packaging used to transportmaterials to the site for construction oftrie facility(INDO7CA. #2) 1,:i construction shall be disposed of whether the tO (B) projects on load used for agricultural purposes are returned to its precoDstnictiott properly, material is taken out of its package agricultural we or distL4rbed areas, not previously used for agricultural production, such as C►Iter and incorporated into the project immediately or stored onsite for future use. strips and areas that ar not being returned to their precDnstrucGon agricultural use, the Packaged materials stored onsite shall be inspected regularly and any laQae � meet final stabilization requirem is in clause (A). Packaging shall be repaired or disposed of. properly. CO N STR U CT10N EN TR a4N CE DETAIL c. All dewatering of activities shall be dorso in accordance to good erosion control These dirt bap sucb as Dandy NOT -TO -SCALE ST RM WATER POLLUTION &PREVENTION DETAIL Bags, of silt, scdimcnt and dirt and prcvcr►t these materials to enter the storm sewer NOT -TO -SCALE system. d. If the use of lime is used to stabilize t the soil of the site then all construction equipment used shall be cleaned of all excess material with INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE, RESHAPE PAD AS NEFDFJ) FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE All1D AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR StMEEPNaG. FLUSHING SHOULD ONLY BE USW F THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. F FENCE FABRIC TEARS, STARTS 1'O DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. storm, REMOVE DEPOSITED SEDIMENT WHEN R REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR t3 CAUSING THE FABRIC TO BULGE. TAKE CARE 70 AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR 1'0 CLEANING AND GRADING DETERMINE DEPTH AND AIITABIUTY OF TOPSAIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT MATH A SOIL SCIENTIST.) _U PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE 7H£ SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOLI. SURVEY DESCRIBES AS "SURFACE SOIL' W � (I.E., A OR AP HORIZON). J W STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE NTH OTHER CONSTRUCTION a ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO U � r � TRAP SEDIMENT (SEE EXHIBIT 5.02-8). (SEVERAL. SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WI1N A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND f'OLLOMtNO EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE. FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOW►NG EACH STORM EVENT. REMOVE SEDIMENT WHEN R ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES N07 DRAIN BETWEEN STORM$ REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWNIG A STORM,(I.ESS THAN 8 HRS.), ADO INDOi CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND Bends In thio development. All roods will hove adequate sub -base, watts in the maintenance and refueling arca as shown within these plans. Assessment of Stormwater Pollution Prevention Plan e. Nutrients and fertilizers shall only be used to establish Tepid vegetation. When - Construction Component these products are utilized, the user should pay strict attention to the products Bl. Description of Potential Pollutant Sources Associated with the recommended Usage. ConstructioII Activities: Potential Pollutants during construction includes: 3. Concrete Waste Watrar Concrete wastewater, trash, fossil fuels, oil, grease, paint. Exposure of these a. All Concrete waster water shall be disposed of in the designated area as shown on pollutants to storm water runoff should be minimized by performing activities ShCxts C103. This arca is a 4' high, l0` diameter doughnut type mulch berm which shall such as, equipment storage, refueling, maintenance and port -a let placement in be cgnstructcd over a gcotcxtile fabric. This arca shall be inspected on a dei} designated. areas as shown on sheet 0300. y basis as a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner. 4, Paint Products a All excess paint and there related products shall be disposed of in the maiir►d' at B2. Sequence Describing Stormwater Quality measure Implementation which the manufacturer suggest. Under NO circumstances will paint orthcirtelated ! Relative to Land Dlstui-b1IIg Activities: Seca Construction Sequence on products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention Sheets C300 -C301 basins, Any violation of this shall be reported to the job superintendent. f B3. Stable Construct on Entrance Locations and Specifications: The In the event of accidental contamination all effiTrLg should be made to remove construction entrance is shown on sheet 0300 along with the details of contaminants in an appropriate manner. The Carmel Fire Department (317-571-2600) installation and specification of maintenance on this sheet should be contacted immediately to determine if furthermeasurts are nLxdcd, 1 B14, Monitoring and Maintenance Guidelines for Each proposed Pollution B4. Sediment Control Measures for Sheet Flow: The areas of runoff in a sheet Prevention Measure: Person in charge of and knawledgcable about erosion and srxlimettt flow condition are shown on sheet C300. Silt fence is the primary measure used control shall inspect the site for stoimwater pollution prevention deficiencies at least to eliminate this typo of erosion. Silt fence details aro shown an this sheat daily and again within 24 hours of every 1/2 inch Twin event Seo Erosion Crontrol Notes On this sheet for specifications. 85. Sediment Control Measures For Concentrated Flow Areas: The conccntratcd flaw areas are the proposed swalea I~Togion control blankcig and B15. Erosion and Sedimen#Control Specifications For Individual Building i drop inlet protection baskets will be installed. Details are shown an this sheet Lots: Construction sequence for individual building lots is shown on this shed 1 B6. Storm Sewer Inlet Protection Measure Locations and Specifications: Stormwater Pollution Prevention Plan Baskets and stone bags arc shown to be placed at inlets. Locations arc shown -Post Construction Component I on sheet C300-0301 and details tut; shown on this shcxt Cl. Description of Pollutants and Their Sources Associated with the Proposed I 1117. Runoff Control Measures; The lake areas are to be utilized fortcmporary Laud Use: Proposed site will be a commercial development Potential pollutants sediment traps. These are t0 be constructed as Darty as possible to speed the from this typo of development include, but are not Limited to: fluids and debris from removal of sediment (See construction sequence on sheets C300 - C301). parked vehicles &vehicular traffic which could include: fossil fuels, oil, grease, antifreeze, brake fluid, window washer fluid, rubber, plastic, &metal fragments, grit (sediment) from wearing of the road surface, trash (including bacteria and other B8. Stormwater Outlet Protection Specifications: All end sections of an outlet biological agents contained in the trash) from littering and other types ofimpraper ' aro shown to be rip - rapped to prevent scour erosion. lap -Rap is shown on disposal or storage, and elevated receiving water temperatures from Stormwater runoff the site development plans and storm water pollution $c prevention plans. contact with impervious surfaces. Sce detail shown on this sltoct and C801. C240. Sequence Describing Stormwater Quality Measure Implementation: Description of proposed Post Construction Stormwater Quality Measures: B9. Grade Stabilization Structure Locations and Specifications: Not necessary The post construction measures used to minimize sedirilentatilTu in waterways include ' swalcs and detention pond The design of the swales will allow sediment to be partially infiltrated before storm water enters the designed storm sewer system. Beetrive inlets will B10. Location, Dimensions, Specifications and Construction Details of Each prevent large items from entering the storm pipes and leaving the site. The CietOrltiOtia Stormwater Quality Measure: Each measure is shown on the plans along basin, which is designed to have water in it at all times, and will help reduce sediment and with the appropriate details and specifications. trash by allowing it to drop out prior to leaving the site, The owner also de3ltt`S to keep Bill. Temporary Surface Stabilization Methods Appropriate for Each ScasoII: some of the wooded part of the site undisturbed during and after construction, allowing existing vegetation to help remove acdiment during mid after construction, i The storm water pollution &prevention plans along with the detail sheet provides different methods and sequences for each measure to be utilized., 1 (Seo seasonal soil protection chart on this sheC:t) B12. Permanent Surface Stabilization Specifications: The permanent stabilization methods are specified on the storm water pollution &prevention plans. C4. Location, Dimensions, Specifications and Construction Details of Each Tito sequencing is specified on this sheet,(See seasonal soil protection chart on this sheet). Stormwater Quality Measures: Catch basins, swales, and lake locations are provided on the site developmart plans. B13. Material Iiandling and Spill Prevention Plan: Details are provided on the Construction Plan Detail sheets, to aider tp minimim lite mlwae oFpolantial pollnlaats during construction e1e Caltradlx� shs11mglkxl,od dris malarial tulydlily and still ptevcMIon plan. 'lilt CanLraclor slldl rovisw this plan with all arhoaMncrora and,rquin; dint dlcy b e con w iasC5. Description of Maintenance Guidelines for Proposed Post Consh`IIetfos Plraeat elle plan as ill. if a spill should occur p4wae tact thapp,opdab alborilics elow: t.magcoey Response call Water Quality Measures: Carrrlcl Flo DerAnnuut (317)571-2600 Carmel Police DglaUnrnt (317)571-2545 Indians Department of Nm" Rcsorrrccs (812)4774r773 Maintenance of all Stormwater pollution prevention measures will be the responsibility of crwaraw Depanmcllt bf tinvironmoaq(iHamgcroctll (317)233-7745 the project owner, Duke Construction, utilizing procedures outline in the O&M manual for tiamilae county sgt.nd wain (317)773.1181 Post Construction wafer quality measures. Themaintenance guidelines consist mostly of I DutcrB7eamcr Hca".L.L.C.(317)ei6-sba0good housekccping measures• Any grassed orvegetated areas that cxperitocc caosion } • CCmstiuFtion Equipment from rainfall events should be repaired and rcvegetaicd as soon as possibly Trash or titter a. Fuclillg, lubrication and fluids: All operations involving the addition of fluids should be picked Lip and properly disposed to prevent it from getting into the storm to cgtiipment should be done in one location, as designated on Sheets C103, se drainage system and downstream waterways, that spills title limited to one location on the site, which will facilitate the cleanup of sp` ls. If an onsite fueling tank is planned to be an site, it shall be double Erosion of the detention pond banks should be addressed as soon as it becomes visible by wall and stored in this deaignatcd arca. This location is an area that will not filling the Dratted area with suitable soil and establishing vegetation immediately, alto spilled fluids to migrate into subsurface soils. In the event of a spill, the preferably by sodding, or by seeding and mulching and monitoring until suitable � fluid hall immediately be cleaned up by removing the contaminated soil or vegetation is established. The same measure should bo used for stc,cp betties of any earth sten which shall be disposed of in an acceptable mamas Spills On hard berm or any other steep arca. The detention pond should also be monitored for sLxtimcrd au shall be soaked up by an acceptable matctial such as Oil Dry and the coming from the storm drainage systcDn, if the bottom of the pond receives eedirrwBt, I eba material disposed of in a proper manner. The spill shall also be indicated by the sediment markers, it should be cleaned out and the source folntd and d ittimcdiately to the Catttrsctor's superintendent repait'od. The olovation of the pond bottom should be chocked very B to 10 years and, if b. r� E','�uipment repair, espocialIy when fluidv must be removed from the significant sediment is encountered, it should be removed fiTim the basin. This should bo equi cud or the possibility of fluid spills is high, should always be done offsite done during periods of low rainfall to allow sail stirred up by excavation to settle out at a facility that is more suitable than a constriction site to handle spills. When before a rain event The dLrteation pond outlet should also be protected by adequate equipment must be repaired onsite it should be moved to the maintenance and filtration (rip -rap, shown on these plans) to prevent soil from entering the offsite swim } fueling area if possible. Otherwise, suitable tin site containers should be placed drainage system. i under the equipment during repair to catch any spilled fluids and these fluids , should be disposed of in a properTrtariner. Pavement areas should also bo monitored for pollutants. Any large quantity of fluids such c. AI} reusable fluid containers, such as gasoline cans, short be insspcxted for as oil, antifreeze, brake fluid, etc. found on the pavement should be reported to the Home leaks each time they aSCd. If leaks are founts, the fluid stlall be removed Owner Association and the source detormpossible, inod, if pose, and removed from the site for ' re L1 from the pontaincr in a proper mariner and the container disposed of in an maintenance or repair. Pavements should also be monitored for sednonerd corning from acceptable manner. Empty disposable containers, such as grease tubes and vegetated area that drain onto the pavement. If sediment is found it should be cleaned off lubricating oil and brake fluid containers, and tlicir packaging, shat} be disposed the pavement, and the source of the soil found and repaired as discussed tlbovL>. of in a props manner and shall not be left on the gro Bags awrrap onto the curb 1, fill geotextNe bags approximately half full with 2 to 3 inch stone or mulch. 2. At o position downslope of the lot said upslope /Runoff of the inlet, toy bogs tightly to o row curving/r upslope from curb oriel away from inlet. 3. Overtop bags onto the curb and extend omin- �^ imam of 3 feet into the street. .,,,_„� 4. For additional layers, overtop bogs with the cap between bags acts as o spillway row beneath, and leave none -bog gap In the middle of the top rax to serve as o spillway, 5. Place bags in an arc around curb Inlets that ore to o sump positron, 6. Set up safety/traffic trorriers to keep vehicles from hitting bogs, causing possible Injlry, 7. Inspect and repair as Headed, and remove any accumulated sediments offer every INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE, RESHAPE PAD AS NEFDFJ) FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE All1D AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR StMEEPNaG. FLUSHING SHOULD ONLY BE USW F THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. F FENCE FABRIC TEARS, STARTS 1'O DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. storm, REMOVE DEPOSITED SEDIMENT WHEN R REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR t3 CAUSING THE FABRIC TO BULGE. TAKE CARE 70 AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR 1'0 CLEANING AND GRADING DETERMINE DEPTH AND AIITABIUTY OF TOPSAIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT MATH A SOIL SCIENTIST.) _U PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE 7H£ SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOLI. SURVEY DESCRIBES AS "SURFACE SOIL' W � (I.E., A OR AP HORIZON). J W STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE NTH OTHER CONSTRUCTION a ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO U � r � TRAP SEDIMENT (SEE EXHIBIT 5.02-8). (SEVERAL. SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WI1N A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND f'OLLOMtNO EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE. FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOW►NG EACH STORM EVENT. REMOVE SEDIMENT WHEN R ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES N07 DRAIN BETWEEN STORM$ REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWNIG A STORM,(I.ESS THAN 8 HRS.), ADO INDOi CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. C. SMOOTH THE 97E 70 BLEND THE SURROUNDING AREA, d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPORESS FALL SEEDED WHEAT OR RYE SEEDING$ WITH SO LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH F NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-8 SHOWS ONLY WFIEAT/RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY VATN NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED: GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE -FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE -PREPARING iNE SEEDBED. F VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET, IF ANY AREA SHOWS EROSION, PULL BACK THAT PORION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEW THE AREA, AND RE-LAY AND STAPLE THE BLANKET, AFTER VEGETATIVE ES7ABUSHMENT, CHECK THE rREl1TED AREA Rt7210OICALLY, STRAW BALES AFTER FINISH GRADING INSPECT THE DROP MIST PROTECTION AFTER EACH STORM EVENT, AND MAKE HEWED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES, WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABa.RED, REMOVE ALL BALES, CONS7RUCIOFI MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. WtFT PROTECTION AFTER EACH NatET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VF}IICl1LAR TRAFFIC, ANO REPAIR if NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT N07 BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE 17 WILL NOT ENTER STORM DRAINS N/A REMOVAL OF STRAW BALES AFTER ALL AREAS DRAINING T'0 THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION ALL AREAS DRAINING TO THESE AREAS ARE E s7ABluzeo N/A REMOVAL OF SILT FENCE AFTERALL AREAS DRANaNJG TO THESE AREAS N/A ARE STABILIZED und or in the open an rho , Bags awrrap onto the curb 1, fill geotextNe bags approximately half full with 2 to 3 inch stone or mulch. 2. At o position downslope of the lot said upslope /Runoff of the inlet, toy bogs tightly to o row curving/r upslope from curb oriel away from inlet. 3. Overtop bags onto the curb and extend omin- �^ imam of 3 feet into the street. .,,,_„� 4. For additional layers, overtop bogs with the cap between bags acts as o spillway row beneath, and leave none -bog gap In the middle of the top rax to serve as o spillway, 5. Place bags in an arc around curb Inlets that ore to o sump positron, 6. Set up safety/traffic trorriers to keep vehicles from hitting bogs, causing possible Injlry, 7. Inspect and repair as Headed, and remove any accumulated sediments offer every l a I CURB INLET PROTECTION DETAIL NOT -TO -SCALE EROSION CONTROL NOTES J \ EROSION (X1N1Rq. MEASURE INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE, RESHAPE PAD AS NEFDFJ) FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE All1D AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR StMEEPNaG. FLUSHING SHOULD ONLY BE USW F THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. F FENCE FABRIC TEARS, STARTS 1'O DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. storm, l a I CURB INLET PROTECTION DETAIL NOT -TO -SCALE EROSION CONTROL NOTES J \ EROSION (X1N1Rq. MEASURE INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE, RESHAPE PAD AS NEFDFJ) FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE All1D AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR StMEEPNaG. FLUSHING SHOULD ONLY BE USW F THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY, SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. F FENCE FABRIC TEARS, STARTS 1'O DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN R REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR t3 CAUSING THE FABRIC TO BULGE. TAKE CARE 70 AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR 1'0 CLEANING AND GRADING DETERMINE DEPTH AND AIITABIUTY OF TOPSAIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT MATH A SOIL SCIENTIST.) _U PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE 7H£ SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOLI. SURVEY DESCRIBES AS "SURFACE SOIL' W � (I.E., A OR AP HORIZON). J W STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE NTH OTHER CONSTRUCTION a ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO U � r � TRAP SEDIMENT (SEE EXHIBIT 5.02-8). (SEVERAL. SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WI1N A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND f'OLLOMtNO EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE. FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOW►NG EACH STORM EVENT. REMOVE SEDIMENT WHEN R ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES N07 DRAIN BETWEEN STORM$ REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWNIG A STORM,(I.ESS THAN 8 HRS.), ADO INDOi CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. C. SMOOTH THE 97E 70 BLEND THE SURROUNDING AREA, d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPORESS FALL SEEDED WHEAT OR RYE SEEDING$ WITH SO LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH F NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-8 SHOWS ONLY WFIEAT/RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY VATN NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED: GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE -FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE -PREPARING iNE SEEDBED. F VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET, IF ANY AREA SHOWS EROSION, PULL BACK THAT PORION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEW THE AREA, AND RE-LAY AND STAPLE THE BLANKET, AFTER VEGETATIVE ES7ABUSHMENT, CHECK THE rREl1TED AREA Rt7210OICALLY, STRAW BALES AFTER FINISH GRADING INSPECT THE DROP MIST PROTECTION AFTER EACH STORM EVENT, AND MAKE HEWED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES, WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABa.RED, REMOVE ALL BALES, CONS7RUCIOFI MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. WtFT PROTECTION AFTER EACH NatET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VF}IICl1LAR TRAFFIC, ANO REPAIR if NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT N07 BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE 17 WILL NOT ENTER STORM DRAINS N/A REMOVAL OF STRAW BALES AFTER ALL AREAS DRAINING T'0 THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION ALL AREAS DRAINING TO THESE AREAS ARE E s7ABluzeo N/A REMOVAL OF SILT FENCE AFTERALL AREAS DRANaNJG TO THESE AREAS N/A ARE STABILIZED r a mLU Z Z _o U L'i U Z X a w a x a a 1It # W P, d � o rn o C9 UOQ to ZO � r- Q Z _Q Z Cn U U Z w n a_ U) _J M� �W 0 ct� W l.l-1 F-- U U Z Z Li U O I- -_J Z O ) VCif LJ _U W � J W a U � r � z z SHEET N0, C 1 _U W � J W a U 0 4 OF SHEETS JOB "0.49335 _Ile EL M N 0 0 N N o ,-i 0 co .. J m w I rZ Cid a z Q (!T 0 o Ln 01 LI) • M M U) goo 890 0 r, O�i0 oo �10 Woad ¢>�� 3:Q" SCALE: 1"=50' HOR. W:2SAYS: 0 z of V) t— = w 5' VERT. 1 N V? F- 0 wo�ai o 00 z II mV)int.-: XZ M 0,171 0 o+ z 00 �u �Q dm Ln (n I-= V) z 0 V) s Li x GRAPHIC SCALE z i W:2SAYS: 0 z CAUTION soo PROPOSED GRADE i ¢ 4 UTILITIES SHOWN ON THIS PLAN ARE BASED Q LL - O but not limited to, manholes, Inlets, valvas, & morks made upon the ground by others,) ANO ._,...w.... _........ . .... ........ _.��.... _. _ __ EXISTING GRADE ARE SPECIX ATNE IN NATURE. THERE WAY ALSO MUND FOR WHICH THERE ISE OTHER EXISITINGUNOEAPME MUND UTXIITIES EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THF C500 1-800-382-5544 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND LMUT15S t F--- m SHOULD liE VERIFIED BY 7HE CONTRACTOR PRIOR TO ANYANY AND ALL CO�ALL C0� C;d zW OF SHEETS ( IN FEET) W z C) Q Z Imo. 239 L.F. 0.45% 8" S.D.R. 35 PV 1 inch = 50 #t, i i Y m Cr a $3OU L.F.0,45% 8" S.D.R, 35 PVC - Y m�II a a r7 o\ ( `/) < 88Q < C) 301 L. F. 0.45% Q W 8" S.D.R. 35 PVC i Q �tttrwuur��r� I 107 L.F. T 0.45% 1 9 8" S.D.R. 35 PVC V) z 0 V) s Li x GRAPHIC SCALE z "HOLEY MOLEY" W:2SAYS: 0 z CAUTION soo SO 100 200 LOCATION OF ALL EXISTING UNDERGROUND ¢ 4 UTILITIES SHOWN ON THIS PLAN ARE BASED Q LL - O but not limited to, manholes, Inlets, valvas, & morks made upon the ground by others,) ANO SHEET N0. ARE SPECIX ATNE IN NATURE. THERE WAY ALSO MUND FOR WHICH THERE ISE OTHER EXISITINGUNOEAPME MUND UTXIITIES EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THF C500 1-800-382-5544 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND LMUT15S F--- m SHOULD liE VERIFIED BY 7HE CONTRACTOR PRIOR TO ANYANY AND ALL CO�ALL C0� C;d zW OF SHEETS ( IN FEET) W z C) Q Z Imo. 1 inch = 50 #t, m Y m Cr a • F-_ - Y m�II a a r7 o\ ( `/) < 88Q < C) Q W Q �tttrwuur��r� T GAS 1"�y: • L No. - o = 10200495 •o STATE OF *1 4��rgnlu►,►,,• W � .. 1— ftf Ltj 0 �z Q O cr) to z w > lr 00 V) � X Z a LQ J rn (n I r?' ao W r Ld o z 0 C.� co Z I r- Li to ro Z rn P _.J rn to :D -'J- 0-j 0- z zd C) ��, z i z "HOLEY MOLEY" W:2SAYS: 0 z CAUTION soo W LOCATION OF ALL EXISTING UNDERGROUND ¢ 4 UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND NDFYCE. (including, LL - O but not limited to, manholes, Inlets, valvas, & morks made upon the ground by others,) ANO SHEET N0. ARE SPECIX ATNE IN NATURE. THERE WAY ALSO MUND FOR WHICH THERE ISE OTHER EXISITINGUNOEAPME MUND UTXIITIES EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THF C500 1-800-382-5544 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND LMUT15S F--- m SHOULD liE VERIFIED BY 7HE CONTRACTOR PRIOR TO ANYANY AND ALL CO�ALL C0� C;d zW OF SHEETS 890 W z C) Q Z Imo. CL a • F-_ Of ( `/) < 88Q < C) Q W Q i V l _ _1 "HOLEY MOLEY" W:2SAYS: CAUTION ry i LOCATION OF ALL EXISTING UNDERGROUND ¢ 4 UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND NDFYCE. (including, but not limited to, manholes, Inlets, valvas, & morks made upon the ground by others,) ANO SHEET N0. ARE SPECIX ATNE IN NATURE. THERE WAY ALSO MUND FOR WHICH THERE ISE OTHER EXISITINGUNOEAPME MUND UTXIITIES EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THF C500 1-800-382-5544 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND LMUT15S CALL roll FRB$ SHOULD liE VERIFIED BY 7HE CONTRACTOR PRIOR TO ANYANY AND ALL CO�ALL C0� 1--800-428-5200 OF SHEETS FOR Crus oarsms of imma 1 JOB N0. 49335 a r -i ui . c E 00 fV M Go 0 0 r4 N r4 '1 C7 rl 41 0 N J Oi w J 0 C6 d E cZ • O i- C) O U OI r Ln M M Cn m 90� 890 — n1. — _ ' i t O N SCALE: 1"=50' HOR. II 1 "=5' VERT_ n N l0 z O W U w�M Boa PI EXIST °00 90C 490 890 LO {O � Qo �3$ SCALE: 1"=50' HOR. ��s �� 1"=5' VERT. Z POSED GRADE FU IL DEPTH V W VI GR NULAR BACKFI' FULL DEPTH 97.09 97.58 12" R.C.P. NW = ' 10200495 GRANULAR BACKFILL PROPOSED GRADE -,,,,.l. •o ' STATE OF r`�Q 0 L. 30x F. 12" R.C.P. 12" R.C.P. NE 12" R.C.P. SE 194 LF, 0.30x 4" i 1� I 8.6 ..••._..._........_._.._....W.._._....w _..__..... .98.f9^.,•. ..._...... ............ ...,..._. ....w...._....._. --.------•-•._.... 900 98.1.. Z FULL DEPTH Q .6 1=- I 18 LF. GRANULAR BACKFILL o 12" R.C.P. SW 0.3ox EXISTING GRADE INV =898 19 J PROPOSED GRADE CL w 0. f r I � W CL F—m EXISTNG GRADE PI EXIST °00 90C 490 890 LO {O � Qo �3$ SCALE: 1"=50' HOR. ��s �� 1"=5' VERT. Z POSED GRADE FU IL DEPTH yr GR NULAR BACKFI' 14G GRADE-\[ 97.09 97.58 12" R.C.P. NW = ' 10200495 8._9 8:t •o ' STATE OF r`�Q 0 L. 30x F. 12" R.C.P. 12" R.C.P. NE 12" R.C.P. SE ..!NAIMAP- ........ • ' ��� �.� i 1� I U) rrrrrnrrnuul�'�`�� Q 900 W Z s 910 901 no t 1 I i I i i i I i 11 f z 'n O� totp V i• + t�ii 3 :C a SALE: 1"=50' HOR. oz cldci rra wCDT O 1 I !NQ Woi pp m�0 JOS co SCALE: 1"=50' HOR. X800 mcn� 1 "=5' VERT. d PROPOSED GRADE EXISTIN au I •o yr i r 97.09 97.58 12" R.C.P. NW = ' 10200495 z •o ' STATE OF r`�Q I i I I i, 0 ..!NAIMAP- ........ • ' ��� �.� i 1� I U) rrrrrnrrnuul�'�`�� Q 900 W Z FULL DEPTH Q 1=- I GRANULAR BACKFILL o Lj U 0 J PROPOSED GRADE CL w 0. f O I � W CL F—m EXISTNG GRADE WW 190 V) 1 L.F. 166 L.F. 0.28 �' „:r.•'�:a'' �: e w 19" F� C. ..• .. 8.91^ 0.293Gy 97.09 Z 97.0 _j 12" R.C.P. NE 0 w INV.t=897.09 w �j LL1 1 •'r i I O i U 1 I !NQ Woi pp m�0 JOS co SCALE: 1"=50' HOR. X800 mcn� 1 "=5' VERT. d 910 900 I90 GRAPHIC SCALE 20 40 80 --iL__ ( IN FEET ) 1 inch = 40 ft. i0 m l„1�111NU111////r , O. Ft IN&Z PROPOSED GRADE EXISTIN GRADE o`��•``��' _1fi4.!T:F. _ 4Ai. •.....: ........... �. R.C.P. ' 97.09 97.58 12" R.C.P. NW = ' 10200495 INV.=897.09 i •o ' STATE OF r`�Q I i I I i, ..!NAIMAP- ........ • ' ��� �.� i 1� I U) 910 900 I90 GRAPHIC SCALE 20 40 80 --iL__ ( IN FEET ) 1 inch = 40 ft. i0 m l„1�111NU111////r , O. Ft IN&Z o`��•``��' N4. 0 Z = ' 10200495 •o ' STATE OF r`�Q _Q 0 Z ..!NAIMAP- ........ • ' ��� �.� U) rrrrrnrrnuul�'�`�� Q 900 W Z 1=- I Lj U J w 0. f O W CL F—m Z WW 190 V) U U Z Z[Z _j 0 w w LL1 A O U Z W O O Z F— J "HOLEY MOLEY" SAYS: CAS Z 4 O r Q (� U cV a z rn � o z I 00 X Q LL rn to cV I 0 0 00 I In to rn u7 I rn d- o ao a. a � z _a z � z Q Z _Q 0 Z U) V 900 W Z J 0. f D CL F—m Z WW 190 U U Z Z[Z 0 A U � O a "HOLEY MOLEY" SAYS: CAS L 4 LOCATION OF ALL DOSTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED r Q (� UPONOVE ABGROUND EVIDENCE. (including, but not limited to,'inlets, voNea, k marks made upon the ground by others.) ANO SHEET NO. ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISRING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO A HE E ACTrROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT C600 1-800-382-5544 LOCATIONS LONO UTILITIES f SAID EXISTING THEEUCONTRACTOR CALL mu FRg? SHOULD BE VERIFIED BY PRIOR TO ANY AND ALL CONSTRUCTION, 1-800-4,28-5,200 OF SHEETS FOR CW OUTSIDls OF INDIANA JOB NO. 49335 910 900 a90 I. t0 { O SCALE: 1"=50' HOR. 1 "= 5' VERT. od° CD %oo FULL DEPTH w O �^ r0 r ao P, to r, n som zorn ^..,.i' r 99.57 a"~ Mo SCALE: 1"=50' HOR. CoQ o00 W�� PROPOSED GRADE 1"=5' VERT. �l ..M 12" R.C.P. S 33 L.F. v Ci NG GRADE -/0.30% 22 L.F. In in IF torn F"� DE E 900 ON 900 890 w FULL DEPTH w t0 FULL DEP (STING GRADE GRANULAR BACKFILL// GRANULAR -EXISTING GR ^..,.i' oCM 99.57 412" a1, II e6. W�� PROPOSED GRADE Bw; 8.51 12" R.C.P. S 33 L.F. .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. INV.=898.51 NG GRADE -/0.30% 22 L.F. / r•vv +a . QQ. '"l 3) 1 Y. e iy ;•(.+tN:• .iii �!':�.:5'•<"'�� ' .�,.1 o,t,•��.<�:;.I'nu.,•r'.,.• :K^. .'lam JG +e':•. .S'I':.':'"✓.In N � �.�,� �C �:,;;� •�4 8 L.F. 12" ., . A:` r> ..s { \ . w• .ti > �`�rr •it't. •:C••• .�:>,., �. �. :yMr•Zt:i, / ..M`'.r1.u. >:^ nJ•f. '..: ,v •%':rr . n �( i4:� •r ••rr• •:1':.. .V. u 'D• � ,Y.S.' . ,.;''� ' /• ••'y'• • Ir 1 � �•.• "y?,.�., '•.i •.. .•i' .t�'.' ' li�i.�<T•'! t.rrr {.. .•, 'r i. �. q.r i. da F � '.mak .,• r.� ;'i,� " .�'�._. a 0 CS ..ASr"'�• ,.1 fi }:r. ✓+^;{ ro9L•:.l' • R�r, 'j, r , p Ri•1 i .'.�'',� .. ..n ^ � t,• . ;e'r t . , , ^ •. F •ZY t; .•,.},.•r . . tI. �"L : •Y"� S:•'..•4' . ',. v:•.E: �i .•r:r' , ri. `i' ,•i•. m O o Ln o ..v V.s. ,.fir CALL TOLL FRBB BY PRIOR TO ANY AND ALL CONSTRUCTION. .. •K.�. :i;. '°d.3r a; . .7• qe .,, •{',�'�•.r,.p::t.:.�:;,. '.Y. r e:-, ;..e.f•.r� •>":':., .s. •'t;1:.:'.w • ;l'>k t:.: •r,: . , .'I •� it w. C) 890 ....__122•^L:F:" .S :'•'.;:f'i5' " .. 98.64 98.6 98.79 JOB NO. 49335 97.18 97.98 LJ X 97.61 i 1 n v``►►►uniurrrr r p Co .�� p, R IN Z 12" R.C.P. W 5 Q INV, =897.98 I 50 L.F. J 0.30% Q 12" R.C.P. M m DE E 900 ON 900 890 DE 1 BACKFILL 900 r 890 t i i j I i i A i `I t i I , A GRAPHIC SCALE 0 20 40 80 160 ( IN FEET) ! 1 inch - 40 ft. 900 EXIS 690 LM to w PROPOSED GR w t0 FULL DEP (STING GRADE 6 f=w "=50' GRANULAR zw w+$ ^..,.i' oCM 99.57 412" a1, II e6. W�� R.C.P. N Bw; 8.51 12" R.C.P. S 33 L.F. .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. INV.=898.51 NG GRADE -/0.30% 22 L.F. 37 L.F. 4.83% �: ••••P .;�h'"'SY, ti� rw i•• f 0.30% 8 L.F. 12" R.C.P «':q,•�' qt.. f If.'i i•i 12' R. .P. 'trr�C..;1''� �• a 0.30% a 0 CS 98.87 18' R.C.P. V DE 1 BACKFILL 900 r 890 t i i j I i i A i `I t i I , A GRAPHIC SCALE 0 20 40 80 160 ( IN FEET) ! 1 inch - 40 ft. 900 EXIS 690 LM to w 0 w t0 z FO r R Z?q 6 f=w "=50' LJ UO + zw w+$ � oCM 0 SCALE: 1 HOR. W V) ^ a1, II e6. W�� 8wM 1 "=5' VERT. I Bw; Nn : to N ►- 33 L.F. .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. ,•l•�'/ vi)�'s / �t/.�...r` :`a� NG GRADE -/0.30% 910 900 890 i GRADE 3 DEPTH FULL DEPTH 90� i JLAR BACKFILL GRANULAR BACKFILL no PROPOSED GRADE Q N SCALE: 1"=50' �M �15d d 'r .f;•r? :�^":.'•c :`,;:�%"i.'f.,<•fDk.l?e•ir �.�.�','S:.`<t rn n.. to N ►- 33 L.F. .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. ,•l•�'/ vi)�'s / �t/.�...r` :`a� NG GRADE -/0.30% 12' R.C.P. 37 L.F. 4.83% �: ••••P .;�h'"'SY, ti� rw i•• f w 8 L.F. 12" R.C.P. Q «':q,•�' qt.. f If.'i i•i 12' R. .P. 'trr�C..;1''� �• a 0.30% a 0 CS 98.87 18' R.C.P. V m O o Ln o 98.91 ..........................._..........,..........., .. 910 900 890 i GRADE 3 DEPTH i I; o i 90� i JLAR BACKFILL i i V no M Z 5 LtJ PROPOSED GRADE FULL DEPTH i I; o i Ln GRAN JLAR BACKFILL XISTING GRADE ¢ ,-EXISTING GRADE Q N SCALE: 1"=50' �M �15d d 'r .f;•r? :�^":.'•c :`,;:�%"i.'f.,<•fDk.l?e•ir �.�.�','S:.`<t rn n.. to N ►- F-- .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. ,•l•�'/ vi)�'s / �t/.�...r` :`a� j LLJ 97.76 97.94 Ll �: ••••P .;�h'"'SY, ti� rw i•• f w 8 L.F. 60 L.F. Q «':q,•�' qt.. f If.'i i•i 12' R. .P. 'trr�C..;1''� �• a 0.30% a 0 CS 98.87 18' R.C.P. V m O o Ln o 98.91 ..........................._..........,..........., .. CALL TOLL FRBB BY PRIOR TO ANY AND ALL CONSTRUCTION. 97,94 97.94 97. C) 890 to j JOB NO. 49335 INV,=898,51 � X i 1 n v``►►►uniurrrr r p Co .�� p, R IN Z 5 Q ?+0 SCALE: 1"=50' HOR. rQ J No, =5' VERT. = 10200495 Q fn fn 1 M PROPOSED GRADE FULL DEPTH i I; o i Ln GRAN JLAR BACKFILL XISTING GRADE ¢ ,-EXISTING GRADE Q N SCALE: 1"=50' �M �15d "HOR. ! 1 =5 VERT. 'r .f;•r? :�^":.'•c :`,;:�%"i.'f.,<•fDk.l?e•ir �.�.�','S:.`<t rn n.. to N ►- F-- .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. ,•l•�'/ vi)�'s / �t/.�...r` :`a� j 97.61 7 6 97.76 97.94 Ll �: ••••P .;�h'"'SY, ti� rw i•• f w 8 L.F. 60 L.F. Q «':q,•�' qt.. f If.'i i•i 12' R. .P. 'trr�C..;1''� �• a 0.30% 0.30% CS 98.87 18' R.C.P. 15' R.C.P. x 98.51 98.91 ..........................._..........,..........., .. CALL TOLL FRBB BY PRIOR TO ANY AND ALL CONSTRUCTION. 97,94 "� S I ATC OF �`Z w . NAL off COE� 'rrrrnllll►`►►► 900 r 00 i I; o i Ln (0 GRANULAR BACKFILL PR to ¢ }� to ,-EXISTING GRADE Q N SCALE: 1"=50' �M �15d "HOR. ! 1 =5 VERT. a to to N rn n.. to N ►- "� S I ATC OF �`Z w . NAL off COE� 'rrrrnllll►`►►► 900 W ti I- 'W V 00 Lij Z V) N GRANULAR BACKFILL PR POSED GRADE W of ,-EXISTING GRADE Q ry� L0 0 U7) Z d 7 F-- .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. ,•l•�'/ vi)�'s / �t/.�...r` :`a� j 1 rn cn �: ••••P .;�h'"'SY, ti� rw i•• f w z�. J Q «':q,•�' qt.. f If.'i i•i 12' R. .P. 'trr�C..;1''� �• a i• : f.t8 R .P. > CS 98.87 Z0 r -Q z x 98.51 98.91 ..........................._..........,..........., .. CALL TOLL FRBB BY PRIOR TO ANY AND ALL CONSTRUCTION. 97,94 97.94 97. C) 890 to j JOB NO. 49335 INV,=898,51 � X i 1 Z Q J r- m cn I O04 rI w Z a O n to 9 W N �o< r,z C� 00 Lij Z I GRANULAR BACKFILL PR POSED GRADE W o ,-EXISTING GRADE SAYS: ry� L0 Z d 7 F-- .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. ,•l•�'/ vi)�'s / �t/.�...r` :`a� j 1 rn cn �: ••••P .;�h'"'SY, ti� rw i•• f -�Y t`t_ z�. J Q «':q,•�' qt.. f If.'i i•i 12' R. .P. 'trr�C..;1''� �• a i• : f.t8 R .P. 00 O 98.87 Z0 r -Q z n to 9 W N �o< r,z 910 Z Q z U) 1 FULL DEPTH Lij 900 GRANULAR BACKFILL PR POSED GRADE o ,-EXISTING GRADE SAYS: ry� �W d 7 ;.l .;tiJ.. �,•. •�{. rn. ,j.^ �pN yC; ',�.t '�'`•�'. .. Yr. k} . ..ry:•`'. •y: y;.. �.. ..L ti.�•1•C. r ,p. h :i°�. ''�+'"''�: •t r":."'Y..n. •R `.:.•i;. ,•l•�'/ vi)�'s / �t/.�...r` :`a� j UPON ABOVE GROUND EV DFNCE. (including, but .<n r:.'h,..c /:, z' 4. .t"•f �: ••••P .;�h'"'SY, ti� rw i•• f -�Y t`t_ z�. 690 Q «':q,•�' qt.. f If.'i i•i 12' R. .P. 'trr�C..;1''� �• a i• : f.t8 R .P. J 98.87 n bow 1-800-382--5544 98.51 98.91 ..........................._..........,..........., .. CALL TOLL FRBB BY PRIOR TO ANY AND ALL CONSTRUCTION. 97,94 97.94 97. C) a 12" R.C.P. NW LL JOB NO. 49335 INV,=898,51 i 1 910 Z Q z U) Lij 900 J Q o LJ LJ SAYS: ry� �W d 7 UTILITIES SHOWN ON THIS PIAN ARE BASED L j UPON ABOVE GROUND EV DFNCE. (including, but C./ C) C) C) Z. z�. 690 Q LL 0 ARE SPECULATIVE IN NATURE. THERE MAY ALSO J n ' 1-800-382--5544 EXACT LOCATIONS SHOULD EXISTING THEUCONTRACTOR CALL TOLL FRBB BY PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-428-5200 C) a �-- LL i � J "HOLEY MOLEY" LJ LJ SAYS: CAUTION LOCATION OF ALL EXISTING MVERGROUND d 4 UTILITIES SHOWN ON THIS PIAN ARE BASED U j UPON ABOVE GROUND EV DFNCE. (including, but ? not limited to, manholes, inlets, voives, ik marks mode upon the ground by others.) AND SHEET NO. I ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND U`nUTIES FOR WHICH THERE L9 NO ABOVE GROUND EVIDENCE OR TOR WHICH NO ABOVE GROUNDi\V, EVIDENCE WAS OBSERVED. THF. ^ 601 1-800-382--5544 EXACT LOCATIONS SHOULD EXISTING THEUCONTRACTOR CALL TOLL FRBB BY PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-428-5200 OF SHEETS FOR CALLS OUTSM OF MDMA I { I t JOB NO. 49335 E E u a. rn 1l N ui 0 CD O O ro m 41 vi 'ra ar c a u y 0 U CD 0 00 U CT) InM M rn SEE PLANS I VARIES (SEE PLAN SHEETS) MACHINE EX'T'RUDED CONCRETE CURB EQUAL TO 6" FINISH GRADE 6x6, W1.4xW1,4, WWF 1 1/2" PERMA-CURAS MANUFACTURED BY PERMACURBS INTERNATIONAL. PROVIDE CONTROL ! 2" RAD. CONTROL JOINT „ JOINTS 0 10'-0" ON CENTER. CURBS TO BE 1 /8"/FT. SLOPE 1 1/2 �°�x`. °��`.�,� • `-'__;: BONDED TO PAVEMENT WITH EPDXY RESIN PER a4 MANUFACTURES RECOMMENDATIONS. CURE AND ` .. — ' e • SEAL TO ATTAIN MAXIMUM MOISTURE RETENTION. �.:.�; '` ' a _• _ .,_...d.. - s TOP OF PAVEMENT U ° 4, •,' _ • .. < ,. da , .4., ; , d• o 0,00 0 OJ00 '4 oo$ 00 q0° o$$ /� APPLY EPDXY oCID,�'� op po ��,, — 0000 00-7 o°p o� % s» UNDER CONCRETE CURB ! , , po oo o 0 0 $odoaa A 51 ' o�oo o�a��' b ���po r —III III—f I —I 4" OF COMPACTED � ASPHALT SURFACE COURSE • gGGREGATE SIZE 53 ASPHALT BINDER COURSE /� /� /� /� /� j COMPACTED SUBGRADE t # . ' CRUSHED STONE BASE 2 #4 4 \� \�� \\� \\� \� `�4" 6x6, W14xW1.4, WWF NOTES: i Y�. , . , . . /, OF COMPACTED I COMPACTED SUBGRADE CONT. " I '> AGGREGATE SIZE #53 1. SIDEWALK SHALL HAVE 1/2 EXPANSION JOINTS •:6 0 48'-0" MAX. AND ®ENDS OF RADII, EXTRUDED CONCRETE CURB DETAIL (ON SITE) 10! COMPACTED SUBGRADE CONTROL JOINTS 0 6'-0' MAX. UNLESS NOT -TO -SCALE '• NOTES: OTHERWISE NOTED. 2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH 1. CURB SHALL HAVE 1/2" EXPANSION JOINTS j , 0 48'-0" MAX. AND 0 ENDS OF RADII, K.OF TOTAL THICKNESS OF SLAB. CONTROL JOINTS 0 6'-0" MAX. UNLESS 3. REBAR AND WELDED WIRE FABRIC SHOULD BE M OTHERWISE NOTED, STOPPED 2" SHORT OF AN EXPANSION JOINT. 2, CONTROL JOINTS SHALL BE CUT 1/4 DEPTH 4, CONTROL JOINTS, EXPANSION JOINTS AND EDGES 3,1 OF TOTAL THICKNESS OF SLAB. OF SIDEWALKS SHOULD BE HAND -TOOLED AFTER g^ 3. REBAR AND WELDED WIRE FABRIC SHOULD BE EACH FINISHING OPERATON. STOPPED 2" SHORT OF AN EXPANSION JOINT. 5. PROVIDE A EXPANSION JOINT AT INTERSECTION WITH I ANOTHER SIDEWALK, BETWEEN WALKS AND BUILDINGS 6" 18" AND AT SUCH OTHER POINTS AS INDICATED ON THE TOPSOIL 2"R. CURB & WALK DETAIL DRAWINGS. 2 R• � NO SCALE 4,1 a' . SLOPE 1 /4" PER FOOT SIDEWALK DETAIL '� • NO SCALE I / • ' ° y NOTES: ` 9-3/ 4" •� ° ° 4 • (A A 1. STORM SEWER CONSTRUCTION �L,�L • a • °; • a. Storm Sewer structures shall comply with the current Hamilton Count s eelficotions — — — — 4 P Y Y P o000 o000 p00 0000 as to design and quality of construction. 0� OOOCbOOOD b. Material Specifications COMPACTED BACKFILL 0Q,O°0 j COMPACTED (1) All reinforced concrete pipe (R.C.P.) shall conform to A.S.T.M. C76•-70, Class 6' p O�fl o III latest revision, with joints conforming to A.S.T.M. C-433 latest revision. 2S6000 O0o 0 0 o #53 STONE (2) All manholes and inlets shall be precast concrete, constructed In accordance with the Hamilton County specifications and sholl conform to A.S.T.M. C-478 latest (COMPACTED SUBGRADE revision. Covers shall be of type specified on the Detail Sheet and conforming to 214" A.S.T.M. A-48 latest revision. C. The depth of pipe joints shall maintain 2 inches deep. j REVERSE GUTTER 2. STREET CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY C H A I R B A C K CURB a. AN new pavement construction shall comply with current specifications of the Hamilton j County Highway Department and those of the Indiana Department of Transportation (INDOT), with NOT-TO-SCALE respect to design, materials and methods of construction. b. Subgrode shall be prepared in compliance with Section 207 of the Standard Specifications of the INDOT, No traffic will be permitted on the subgrode prior to paving. c. The developer shall execute a Construction Inspection Agreement with Hamilton County © Q d d j d 11 1 t f s for to co ncin a work ' an pay a appropr a e ee pr mme g ny I 3. GENERAL NOTES a, The contractor shall furnish all bonds necessary to obtain all permits prior to the start of construction. I � d, d b. The developer shall be responsibile for all opprovoly, permits, and easements. 14" uC 1&0 'i'r c o Z ° O MATCH CASTING OPENING !8 WA.Sf-:ED GRAVEL oa W o0 t C�7 g° 8" SHAPED FOTTON, r ° • z WN, 6' Sl i3— 8" PRECAST CONCRETE SUP.FACE DRAIN ' d 1/2* MORTAR �. . . VARIES4 v DO ,, ' :•a • Q � • • ° ,''• 4" MIN. UNDERDRAINS WITHIN INVERTED STREETS SLO E 2" TO GENT R 1 ' ; . ,;`;•:• y ' I MIN. 6" TOPSOIL TO • ENSURE GRASS GROWTH •WHERE ,APPLICABLE ° :. 00 -• 811 �)1 I M. •.! '.•'. -I I IJU," MATCH CASTING OPENING b •.•�°.sjeo•o;po o„o ° °°.SOS G* . 6::•00000 `Q6 Os°— IF B' BORROW (INDOT SPEC.) OR � ° eo a lio.a"�' .•0, •oto 0o e�e� SIDE VIEW TOP VIEW EQUIVALENT GRANULAR MATERIAL e " • ep¢Q I I� E COMPACTED TO 95% STANDARD a ° • MIN, 1.2S Bc+12 eo„p PROCTOR DENSITY ° i I O eco 1116 0, °p�OOS oea�0 a °0' ba •° `b 0 0 ° _._—A DODOQ NQTEg: ° o o1b • °� 0O vol-°° r� M -�{ G m OOOOD> 1. ALL BEDDING k INITIAL BACKFILL r(654 �: °g °o Q Q O O O O SHALL BE INSTALLED IN 6" TO °,� O' o°o °o° °�: OOOOOOOOOOOOOOO�OO 12" BALANCED LIFTS. o� ° ° o Q6 Lc • O p O O O 0 2. A MIN. 9" CLEARANCE SHALL BE O¢c� . 0 •;�,ob000 PROVIDED ON EACH SIDE OF e� 0" $° o �o a O O THE INSTALLED PIPE. 'Od O °9, Oe• °�Oae° •••e0o °°•°b .02 d I °'o O °'Oe° ° e�0 °'�e°i �� '•i °°q d'� G, E j -I I B c —LEGEND ON SITE (20') 5" t 10' 9A SURFACE 3" 11' TYPICAL; ASPHALT PEDESTRIAN PATH X—SECTION .1,.f?•%;f ;Liv GENERAL �...;<` TMot dhw **Ob w tltlad ed s 8 pr talfb ° -• • .,• � e ' L They Aran 1» AaPsdMIIMIY adjuNad i ., .::'.. far snef crb 11MptAe. �i° �', m In z 0 5 w Ill bill "MAD e 4 " t AM%.s%•i3S!1Ls119E Y WOW %"b OMNI, aura wNNh WAFItO 4_44. �me ksoTta bottom stbs d fha sae fsraP st1Ae ba p�dlon u a ����� ��►unnrrrr � *Ah*th 0041410 atf4e* k PWIO" d sgaa, l O"MI sroNas z o lest e6ilt E 1>rwllirr fwd .� �5 p ..I ...... andgltllBtNAI� AiEb flMT;t1 U& 1'� m.yeamawnl vm ��• ,�. f tic�7E 'i� •,� Q LardiA4 itmx at IM lap of awb wro afw (`I! D 'CTABI I W� t.wt yap 'a� f: ,�1�' R��' .ti /L o IW4* Owldriufn vast al of 60:1 M'a"V *ell Voww Oil RdeA6aw omm"t CHApekttallk weaWW 9feIE NQ � G � No. - ahndbNf.r4plsafflO l,Infrlyalraar4fnr hara�dalrr,ro - 10200495 = 4bve P+rn..alnvwla els aIrt "OWN rise luawadea.t, tisltVlaR�ad = -0 STATE C ` Y m J �P►12.1 CaltsxAw ttw4a 2' ? !� �' < O ¢ \ If4wittwoOladgrtxooiowwolGs PnV4M a ��.�� /NDIAtAN :�C�,�` Cl] �n z �M BN,vAdlh attawn, th4 klNjkl(f �I;Idt 1►lay bs 4, • .. � �O charmed b 31-0eua� Ths Mtj •ZONAL elopll amps VA rang► mor in 4"P•Iwd>a aria,d—atf4:1for 0malabo aetn.rlte I F AILOFri2ANIF'-¢�S rnllnut �FiICKSUi�A E O�NS`TftU�1t1N 4, prwlrarpa mads ahalgd aa-t4a4Mc atclNl trafq ..: . . eutpnrttp6ajlft�MrtAwktMw►6tup►1>Mb .' � .:+' :>> 'x, Aai�«:•y; � •' '• , • tz i. Wa �lanard pr*+rlrw ! edl 161cC1t i2 for 1 f0 spa at Alto t'- ' "•'. ; ' .. iii treprav4dAod6AtOhiMftow4MallaYa. PA IiStan4lgid:Di$Wi6b '1304 Swat 02 _ i. Nliabr.adMronlna.IrtgNnbrb�lwaRntl,.Waa ' .. :V;t�ii .• >�r'9!t]ayi•dt3,taHii; ':-.'•;��y: `. 6rwmrampendtt,rguolt twalun dViwa Q 5eaStryi►tiaicf.Qrawin E,fOA S.W. tllan tt % N.R h eol plaeMowl, p ESD w189 bar nrrarl d ash V '. fd far dY�d .gf dnA i tgcf0616 w0iiit 'MVM TRAP atoll as coati+rad. sea d6ts+l Atobtl. +Igwrrre r�aa +wly� - � � �• /'. k / dtirfatl�, .: 0) oil E9 Qcetaet 8 lildiga}sd arks d%nftta A lltniia )P� 0 8: Qee: Standard' Dfawinp t? f3od:S1iYCR+O;f, , ' i i+�.>� -' �.: •.. tot.typlcalramp"con�etrucu'grbdetalls:�•'''' o ALTS MAT�CIURP F,9N f1 TION 1i). See Standard (rvMiing C f�44�$1N 1 Gi I,'; w and 42 fqqt Location pinwand'. + Genal l%IiItt're6psctiv lyl., F Ld Al too ry� ;13• `.'. no [rr� + gpr SWderd Dm" E tK2 o ;1 •. V) N z r'r:; far grooveduta7a�u��r�cc.^ttn�� Q b EAe SLLAderd Drawln9 r f�G �A ' ' Q �j O >a : for tleteee or tllw detaolpbM vrwhMp. •• 5 • z ass &Mdow Drmwkv E 004,avli Oz > r� t r�r fa $Ito Y MMM Gm41111"l t�'v > '0 Intitalcd Aria denotes air "Im � 10, Sea °daatlerd DravAnD R 804-�N+01 and -02 rot Loawwrl PMn and V) Goll Naos rotpodkol . - . • • • � � as ,m,�• A (D �. � f C p'tt See Standard Dravl E 804-SWOR"02 for groove details. oat60AIeww ko sw o011t: I Q abe Standard Drawing E 6U4SWCRdl2 $ieno ted ` l d tail f th d t Ct bl 1 �F I�—>,tl, b a RAMP CONSTRUCTION DETAIL 1" H.A,C. SURFACE 2" H.A.C. BINDER I" H.A.C. SURFACE /qt 3" H.A,C. BINDER #9 2" COMPACTED AGGREGATE #53 5" COMPACTED AGGREGATE #53 4" COMPACTED AGGREGATE p2 4" COMPACTED AGGREGATE #2 COMPACTED SUBGRADE'a' COMPACTED SUBGRADE REGULAR DUTY HEAVY DUTY TYPICAL PAVEMENT COMPOSITIONS TYPICAL PAVEMENT COMPOSITIONS (ON SITE) (FRONTAGE ROAD) NOT—TO—SCALE NOT—TO—SCALE PAVEMENT COMPOSITION DETAIL NOT TO SCALE DEPTH OF BEDDING Bc OUTSIDE DIAMETER MATERIAL BELOW PIPE D INSIDE DIAMETER CATALOG WT. D (d) MIN. d DEPTH OF BEDDING N0. A B C D E F G H LBS. 27" & SMALLER 3" I MATERIAL BELOW PIPE R-3405 23 1/2 X 23 Y2 1 1 Y21 22 X 22 1 24 �'4 X 24 -Y4 1 32 �4 X 32 r `4 6 1 2 1/8 X 2 1/8 1 1 345 TRENCH WIDTH MAX. 10 FEET STORM PIPE BEDDING TRENCH BOX OR OTHER IOSHA AT TOP OF EXCAVATION NO SCALE I ACCEPTABLE TRENCH SAFETY SYSTEM OPEN PAVEMENT GRATE No SCALE NOTE:ALL SLAB AND CRAWL SPACE CONNECTIONS MUST MINIMUMBE A ' BELOW THE FOOTER AND\ / EXIT THE BUILDING AT THE 8" PVC CAP TRENCH WIDTH SHALL NOT EXCEED BOX BACKFILL WITH CLEAN FILL MATERIAL / FREE OF ROCKS LARGER THAN 6" OR FRONT OF THE STRUCTURE I �\ WIDTH BY MORE THAN 1.0 FOOT FINAL GRACE OTHER EXTRANEOUS MATERIAL (MOUND TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM FOR SETTLEMENT). IN AREAS WITHIN j \/ \ 5 OF ROAD SURFACE, BACKFILL PER THE BUILDING TO THE FOUNDATION-----,-... / MAX. WIDTH A / REQUIREMENTS OF INDIANA DEPARTMENT } EXISTING LATERAL STUB. (FOOTER) 8" PVC PIPE 1/2 D + 12" FOR PVC PIPE MIN. WIDTH B / OF TRANSPORTATION AND COMPACT 4' X 3' REDUCER :'.; _� 1/2 D +6" FOR 01 ' �� /,� (2'-6" MIN.) �\ FILL TO 95% MODIFIED PROCTOR DENSITY. MINIMUM 4" CONCRETE CAP AND TRUSS PIPE j /g CRUSHED STONE HAND TAMPED " (8' X 8' XS" EE -WYE 4 FROM THE SPRING LINE TO 3 M{NIMUM � ...•, •, ) , � \ . 6 OVER PIPE, NOT TO 1/2 D \ D OR WALKED IN 1 EXTEND BEYOND FIRST PIPE I JOINT OF WYE. MINIMUM SEE FIRST LAYER 3500R SIE 28 DAYS OF 6' SEWER BEDDING TABLE BELOW /\ \% HAND�TAMPPED OR WALKED COMPRESSIVE STRENGTH.\ IN TO 1/2 D PER SPECS, 6" MINIMUM. SEE SANITARY 8' SEWER LATERAL 4 SEWER TRENCHING, BEDDING 8' x 6' REDUCER /2 STONE AS REQUIRED BY �/ 8 BCOMPACTED CRUSHED STONE INSPECTOR FOR UNSTA I AND BACKFILL DETAIL SOIL CONDITIONS - DEPTH TO (BELL HOLE EXCAVATED) STABIE GRO ND P NOTE: ALL CLEANOUT PIPE AND FITTINGS TO BE PVC SCHEDULE 40 OR SDR 35 WHEN SHALLOWER THAN 12 FEET. AT DEPTHS GREATER THAN 12 FEET MATERIAL OF CONSTRUCTION WILL BE DETERMINED BY ENGINEER. U ER INSPECTOR SEWER AS PER PLAN ' FIRST LAYER BEDDING TABLE E P SIZE A B PIPE SIZE 6" TO 15" 18" do OVER UP TO 18" D+16 D+12 BEDDING BELOW THE D / 4I ' 18" AND GREATER D + 24" D + 18' PIPE BARREL AND BELL MN' = 6 10 SANITARY SEWER TRENCHING, SANITARY CLEANOUT DETAIL BEDDING AND BACKFILL DETAIL NOT—TO—SCALE I NOT—TO—SCALE e s 0 e e e rt a wam►nal (,8 Indicated area denotes pay limits, 0, See Standard Drawing E 604• SVVCR-D3 for typical ramp ronetNaI5n d6tailf:. 10, Sea %nclwd brawling E 6044MR41 and -02 for Location Plan and Gerwral Notes reapaatively. „ I OFFICE OF THE 'HAMILTON COUNTY SURVEYOR EXISTING GRADC� PROPOSED GRADE ' ' --I I UNDERCUT SWALE by 0.2' TO ALLOW FOR FUTURE SILTING II 111- III 111 (III III III III III 111 III 1 I � UNDERDRAINS REQUIRIfD IN SWALES WITH LESS THAN 1% SLOPE EXISTING GRADE---� 3 (WIN I I IM r"7 I ROPOSED GRADE UNDERCUT SWALE BY 0.0' Np �C3O2f�v -III I I ITil I I ALLOW FOR iiil 1 t�' 'F tO as GRAVEL 9w \ 0 NG J PERFORATED SUBSURFACE DRAIN 159D1 PIPE q(� —PERFORATED MINIMUM 0,8% GRADIENT. fCk?'O SEE DEVELOPMENT PLAN FOR SIZES 16" b(INIMUN) AND INVERT GLBY►TIONS. "pretOmled joint Isar B dA •g ® �l��d�ryr bt94 t� h �� YrQ D • ,�A a �R c"sA 4 . ' e , a ..4 4 • < A ° AI • • '� 4 • .' '' •.... • • '. 4. �.. 4 v, .. ,4 * 4 a' w44. ° 4 C4 1 4 .• '� d. .. •. i 4.•.e •.. e 4 a o. _ cD 5'-0" PLAN 0. 51-011 6'-O" ONE ..•Tall----�• ELEVATION RAMP AT CURB & WALK fD 1/401 TYPI AL SWALE DETAIL • • .: A 1o' -o" of :' : �'' 12" 4'_0,1 1211 '4 SLOPE ASPHALT PATH TO ROAD -' • .' d ELEVATION OF DITCH ° ' '-��-•-------___ �1G 4 ... �' ° RAMP AT SIDEWALK ILrjVSy •••.15' `'i`�*r�(:x',.?.^ .-:l.nc./:��1':i'rl Via:=' ^:r':.,':.;•: /•i� ^•�.. .y.,. 121-1 40 -Ow 112-1 . .i5 t;d'�i^•. r."... ..,:F:r'_. �r�cf�.:•rj�r'•.: y:..,<�'iw.:�.^«..'CO ASPHALT PATH TYPICAL ASPHALT 110# SYD. SITUM SURFACE NO. 11. LV ON PLAN HANDICAP RAMP DETAILS PEDESTRIAN PATH CROSS—SECTION 220# SSD. BITUM BINDER TET AGGREGATE . 8,LV NO. 53 No SCALE 1 I Z Q 0 z V z V 1 t ----D ..._J:-Zm W w .0 r� V 0 W J LLt L>' U SHEET N0, C800 JOB No. 9335 YrQ D • ,�A a �R c"sA 4 . ' e , a ..4 4 • < A ° AI • • '� 4 • .' '' •.... • • '. 4. �.. 4 v, .. ,4 * 4 a' w44. ° 4 C4 1 4 .• '� d. .. •. i 4.•.e •.. e 4 a o. _ cD 5'-0" PLAN 0. 51-011 6'-O" ONE ..•Tall----�• ELEVATION RAMP AT CURB & WALK fD 1/401 TYPI AL SWALE DETAIL • • .: A 1o' -o" of :' : �'' 12" 4'_0,1 1211 '4 SLOPE ASPHALT PATH TO ROAD -' • .' d ELEVATION OF DITCH ° ' '-��-•-------___ �1G 4 ... �' ° RAMP AT SIDEWALK ILrjVSy •••.15' `'i`�*r�(:x',.?.^ .-:l.nc./:��1':i'rl Via:=' ^:r':.,':.;•: /•i� ^•�.. .y.,. 121-1 40 -Ow 112-1 . .i5 t;d'�i^•. r."... ..,:F:r'_. �r�cf�.:•rj�r'•.: y:..,<�'iw.:�.^«..'CO ASPHALT PATH TYPICAL ASPHALT 110# SYD. SITUM SURFACE NO. 11. LV ON PLAN HANDICAP RAMP DETAILS PEDESTRIAN PATH CROSS—SECTION 220# SSD. BITUM BINDER TET AGGREGATE . 8,LV NO. 53 No SCALE 1 I Z Q 0 z V z V 1 t ----D ..._J:-Zm W w .0 r� V 0 W J LLt L>' U SHEET N0, C800 JOB No. 9335 PLAN 0. 51-011 6'-O" ONE ..•Tall----�• ELEVATION RAMP AT CURB & WALK fD 1/401 TYPI AL SWALE DETAIL • • .: A 1o' -o" of :' : �'' 12" 4'_0,1 1211 '4 SLOPE ASPHALT PATH TO ROAD -' • .' d ELEVATION OF DITCH ° ' '-��-•-------___ �1G 4 ... �' ° RAMP AT SIDEWALK ILrjVSy •••.15' `'i`�*r�(:x',.?.^ .-:l.nc./:��1':i'rl Via:=' ^:r':.,':.;•: /•i� ^•�.. .y.,. 121-1 40 -Ow 112-1 . .i5 t;d'�i^•. r."... ..,:F:r'_. �r�cf�.:•rj�r'•.: y:..,<�'iw.:�.^«..'CO ASPHALT PATH TYPICAL ASPHALT 110# SYD. SITUM SURFACE NO. 11. LV ON PLAN HANDICAP RAMP DETAILS PEDESTRIAN PATH CROSS—SECTION 220# SSD. BITUM BINDER TET AGGREGATE . 8,LV NO. 53 No SCALE 1 I Z Q 0 z V z V 1 t ----D ..._J:-Zm W w .0 r� V 0 W J LLt L>' U SHEET N0, C800 JOB No. 9335 Z Q 0 z V z V 1 t ----D ..._J:-Zm W w .0 r� V 0 W J LLt L>' U SHEET N0, C800 JOB No. 9335 T (400 WATT MAX.) 28` 519W. VIEW 2�` -. �.; - - - �;� .:r_:. .s;. "�'", ,'•:x,: riif:,Y3:?'t�' 4 ,S so . �%R...:RN .. -. ,sR.g,ifi.,', .� b. s a% 15 R TOP VIEW �$ s i j' _ Y A . . E.P 1.72- SPECIFICATIONS H04JSINGo ONE PIECE HEAVY BAU6E DIE FORMED ALUMINUM CONSTRUCTION WITH SEPARATE BALLAST COMPARTMENT. z LENS ASS'Vw ONE PIECE HINGED HEAVY GAUGE DIE FORMED ALUMINUM DOOR FRAME SURROUNDS 3/16• CLEAR TEMPERED GLASS LENS. GLASS IS SEALED TO ODOR WITH H16H TEMPERATURE SILICONE SEAL. TWO CAPTIVE THUMB SCREWS DISENGAGE LENS ASSEMBLY FROM HOUSING WITHOUT THE L SE OF TOOLS. OPTICS: COMPUTER DESISNEO ONE PIECE SEMI SPECULAR HYDROFORMEO REFLECTOR COMBINES WITH LENS TO PRODUCE A H15H Y EFFICIENT, SHARP CUTOFF, OPTICS ARE FIELD ROTATABLE. V GA'SKETINBS CLOSED CELL EPOM GASKETINS COMPRESSED BETWEEN DOOR AND HOUSING SEALS OPTICAL CHAMBER. Q LAMP HOLDER: MOSUL BASE PORCELAIN. . LAMPS (BY OTHERS) RALLASTs H.P.F,/C.W.A. AUfOTRANSFORMER.•?.,O' STARTING TEMPERATURE. ELECTRICAL COMPONENTS ARE MOUNTED TO HINGED REMOVABLE TRAY FOR EASY ACCESS, ARM$ 3"XS'X5" LONG HLAVY WALL EXTRUDED ALUMiNUM. ARM IS SECURED TO HOUSING AND TO POLE WITH STAINLESS STEEL ROO . FUIIISHS POLYESTER POWDER COAT -STATE OF THE ART 20 PSI PRESSURE POWER WASH AT 140' TEMPERATLRE INCORPORATES FOLR STEP IRON PHOSPHATE PROCESS TO CLEANSE AND PRETREAT THE METAL, SURFACE FOR MAXIMUM PAINT ADHESION. ELECTROSTATICALLY APPLIED TEXTURED 0LYESTER POWDER TOP COAT 15 EIAKED AT 400' TEMPERATURE FOR MAXIMUM HARDNESS AND EXTERIOR DURABILITY, U,L Usbd kr 0 CI t::• --G 1TKI SPECIFICATIONS SHAFTS S' SQUARE, FABRICATED FROM HIGH GRADE STRUCTURAL STEEL TUBE, SHAFT CONFORMS TO ASTM -A -501-6B SPECIFICATIONS, MEETS OR EXCEEDS MINIMUM YIELD STRENGTH OF 45DOO P.S.I. WALL THICKNESS 11 GA,[ 120 WALL)OR 7 EA. (,1130 WALL) AS SPECIFIED. REINFORCED HAND HOLE IS FURNISHED WITH COVER. SHAFT IS FURNISHED WITH GROUND LUG LOCATED INSIDE POLE ON WALL OPPOSITE HANG HOLE. BASEL PLATEI FABRICATED FROM STRUCTURAL DUALITY HOT ROLLED STEEL. MEETS OR EXCEEDS MINIMUM YIELD STRENGTH OF 36,000 P.S.I. BASE TELESCOPES AND IS CIRCUMFERENTIALLY WELDED TO POLE SHAFT. SLOTTED BOLT HOLES PROVIDE In FLEXIBILITY ON EITHER SIDE OF BOLT CIRCLE CENTERLINE. ANCHURASEs t4) ANCHOR BOLTS FABRICATED FROM HIIT ROLLED STEEL BAR. MINIMUM YIELD STRENGTH OF 50,000 P.S.I. BOLTS HAVE 'L' BEND ON ONE END AND ARE THREADED ON THE OTHER END. EOLTS ARE FULLY GALVANIZED AND ARE FURNISHED WITH TWO NUTS AND TWO WASHERS. 8^511 COVERS FABRICATED FROM HEAVY 6AUSE QUALITY CARBON STEEL, TWO PIECE COVER CONCEALS BASE. F111411511m FOUR (4) STAGE FINISH PROCESS IS TOPPED p Y TWO (2) COLOR COATS OF ULTRAVIOLET RESISTANT ACRYLIC ENAMEL. THE UNI UE SURFACE PREPARATION PROCESS INCLUDES TWO [21 CLEANING AND TWO j21 p IME COATS WHICH PROVIDE A RUST FREE SUBSTRATE PRIOR TO APPLICATION OF THE FINISH COATS. r } OD W 0 Y m o c� m ul z D Lv L� F=- Lv 0 m Cn z a Ln w a U% 0 /(1.I �N � L z Q Z z Q) d- co Q D n V) W ryz W 0 X V Z 0 Q C) . n _U 'Yj L. W V / i am CD � W I r - W I 0 C7 00 Z i w U Z U J 0) `0 00 o CL z 0 U z Q z SHEET NO. E1 02 OF SHEETS JOB NO. 49335 n v <C z f"' Q W ryz W ww V 0 �0 C) . n _U 'Yj L. W V / SHEET NO. E1 02 OF SHEETS JOB NO. 49335 / 5) ACE -R ••• } 6) ACE -R t � 1 "W 1 \ t l f • 1) PE A A E- 1 A 3) E- > CAL - 2) T CE -P 19) CAL- ' I 1) ACE- SOD 3) SY 15) PEN -A 50 ILE-G 4) KOE-P \ ACE -A 3) SY LANDSCAPE NOTES y90 P.O.B. 4) ACE -A 3) ACE -R SOD 10) TAX -1) 19) PEN -A 10) -D 7) PER -V 12) HEM -M 3) AME -C 4) VIB-T 9) VIB-T 3)AME- 13) CAL -A 3) CAL -A 7)7) PER --V 17) ILE-G 6) CAL -A 4) V 12) CAL -A 10) VIS -T 19) PEN -A 17) ILE-0 9) HEM -M 9) VIB-T 17) ILE-G I9) PEN -A 5) VIB-T 6) VIB-T 3) CAL -A 9) 17) ILE-4 18) PE" SOD SOD A 2) OUE-R EXISTING TREE 5) PE -A "1) LIR-T 3) CRA -P SOD 3) ACE -I 10) PEN -A ll ACE 3) SYR -R TREE 2) LIR-T 3) CRAP 5) PIC -A e) ACE -11 3) CRA -P i) QUE-R 4) PIC -P 3) SIGN LANDSCAPE M NOT TO SCALE a PLANT TREES SYMBOL OUANTITY AGE -A 14 SCHEDULE BOTANICAL NAME ACER X FREEMAN[[ CDMMON NAME ARMSTRONG MAPLE 517E 2" R001 NOTES B/B ACE -B 11 ACER X FREEMANII 'JEFFERS' RED AUTUMN BLAZE MAPLE 2" B/B ACE -R 18 AGER RUBRUM RED MAPLE 2" B/B AME -C B AMELANCHIER CANADENSIS SERVICEBERRY 8' 0/0 CLUMP - CRA -P 14 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 8' 8/8 CLUMP (ILE-1 5 GLEDITSIA INERMIS SKYLINE LOCUST 2" B/B KOE-P 7 KOELREUTERIA PANICULATA GOLDEN -RAIN TREE 2"' B/B LIR-T 11 URIODENDRON TULIPIFERA TUUPTREE 2" B/B PIC -A 20 PICEA ABIES NORWAY SPRUCE 8' B/B PIC -P 12 PICEA PINGENS BLUE SPRUCE B' 8/13, QUE-R 9 QUERCUS RUBRUM RED OAK 2" 13/8 SYR -V 11 SYRINGA VERTICULATA 'IVORY SILK' TREE LILAC 2" B/B SHRUBS ILE-G 278 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 24" CONT, PLANT 38" D.C. JUN -C 47 JUNIPERUS CHINENSIS 'KALLAYS COMPLACT' KALLAY PFITZER JUNIPER 24" CONT. PLANT 36" O.C. TAX -M 20 TAXUS X MEDIA 'DENSIFORMIS' DENSE YEW 24" 8/3 PLANT 42' O.C. VIB-D 114 VIBURNUM X DENTATUM ARROWWOOD VIBURNUM 24" B/B PLANT 4B" O.C. VIB-•T 47 VIBURNUM X TRILOBUM AMERICAN CRANBERRY BUSH 24' B/B PLANT 48" 0,0, PERENNIALS, ORNAMENTAL GRASSES, AND GROUND COVERS CAL -A 154 CALAMAGROS11S A. 'KARL FOERSTER' FEATHER REED GRASS 3 GAL CONT. PLANT 42" O.C. HEM -M 71 HEMEROCALUS 'STELLA DE ORO' STELLA DE ORO DAYULY 1 GAL CONT, PLANT 24" O,C. HEU-S 27 HEUCHERA MICRANTHA 'PURPLE PALACE' CORAL BELLS 2 GAL CONT. PLANT 36" O.C. PEN -A 146 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS 3 GAL, CONT. PLANT 42" O.C. PER -V 14 PEROVSKIA ATRIPLICIFOUA RUSSIAN SAGE 2 GAL. CONT. PLANT 38" D.C. LAWN SEED PEAT MOSS 70 BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE SQ, FT. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY ALL SEED AREAS TO BE HYDROMULCHED SOD SQ, YDS. ALL SOD AREAS TO BE IRRIGATED MULCH I SHREDDED HARDWOOD CU. YDS. ALL PLANTING AREAS TO BE 6 A 3" DEPTH BARK MULCH 1) DUE -R 2) PIC -A ANNUALS ALL ANNUAL AREAS TO BE PREPARED WITH PLANTERS MIX ANNUAL FLOWERS 5Q. FT, AS APPROVED BY THE LANDSCAPE ARCHITECT 3) PIC -P, 3) CRA -P 3) PIC -A TREE EXISTING 1, IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT ST, THE PLAN SHALL DICTATE. IF B, ALL PLANTS ARE TO MEET OR LXGEED AMEHICAN 51ANUAKU5 FUN NVKSEKT 51L. -'K, 1YVa WH")N, 1.). PLL Lnmva anALL OL LWAKA IMIJ iU nAVL A ULL UNIFORM STAND OF ACCEPTABLE GRASS AT PLANT IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFF S FROM GRAPHIC PLANT CIRCLE COUNT, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. END OF ONE (1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2X OF THE GRAPHIC CIRCLE COUNT SHALL DICTATE, IF IN QUEST[ N, CONTACT THE LANDSCAPE ARCHITECT, ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WERE THEY WILL 6 ESTABLISHED. 2. ALL MULCH BEDS TO BE COVERED WITH 3" THICK LAYER SHREDDED HARDWOOD NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER, I- N BARK MULCH. ALL ANNUAL FLOWER BEDS SHALL BE CO FRED WITH 2" SHREDDED HARDWOOD 14, ALL LANDSCAPE PLANTINGS TO BE MAINTAINED OR A PERIOD UNTIL FINAL INSPECTION BY THE BARK MULCH. BARK MULCH SHALL BE APPROVED BY DSCAPE ARCHITECT AND SHALL BE 8, ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF LC) LANDSCAPE ARCHITECT. ALL STAKES AND GUYIPIRES MUST BE REMOVED WITHIN ONE YEAR, UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBT ED FROM SAWMILL OR LUMBERING mw - ONE (1) YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT, AT THE END OF THIS ALL SODDED LAWN TO BE MAINTAINED FOR A PEERIOD UNTIL FINAL INSPECTION BY THE OPERATIONS. NO UTILITY MULCH OR PROCESSED TRE TRIMMINGS WILL BE ALLOWED. CY) PERIOD, PUNT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL U LANDSCAPE CONTRACTOR. MAINTENANCE TO INC UDE WATERING, WEEDING, CULTIVATIONG, MULCHING, d' BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. C WOWNG AND ALL OTHER NECESSARY OPERATIO 5 REQUIRED FOR PROPER ESTABLISHMENT 3, AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE PPUED IN ALL PLANTING AND FLOWER BEDS AT RATES SPECIFIED BY MANUFACTURER FO EACH VARIETY OF PLANT, D. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE DF LAWNS AND PLANTINGS CONTRACTOR SHALL EVEN IF THE IRRIGATION SYSTEM IS NOT OPERA BE RESPONSIBLE FOR ALL WATERING, ONAL AT THE TIME OF PLANTING OR IS NOTED REQUIRED FOR HIS PORTION OF WORK. INCLUDED IN CONSTRUCTION. 4. FINAL PLACEMENT OF PLANT MATERIALS. ETC. SH LL BE APPROVED BY LANDSCAPE ARCHITECT ARE BEFORE PLANTING OPERATIONS ARE TO PROCEE ALL TREE LOCATIONS SHALL BE MARKED WITH 10, PEAT MOSS 70 BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE 15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TWE OF WORK AS REQUESTED BY LANDSCAPE A WOODEN STAKE INDICATING ANDSI OF TREE, ALL GROUND COVER AND MULCH BED BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL PEAT MOSS ARCHITECT. LINES SHALL BE MARKED BY A HIGHLY VISIBL PAINT LINE WITH OCCASIONAL WOOD STAKES FOR TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE ARCHITECT. r n REFERENCE ALL STAKES SHALL BE REMO FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE 16. ILL LAWN AREAS WITHIN LAWN OMIT LINES TO R CAVE B' MINIMUM APPROVED TOPSOIL PRIOR TO ARCHITECT RESERVES THE RIGHT TO ADJUS PLANT LOCATIONS ON SITE. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE 3FEDING OR SODDING OPERATIONS. Ib LU ry LOCATION OF ALL EXISTING UNDFRGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED OF ANY PUNTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS N Q U 5, NO SUBSTITUTIONS OF PLANT MATERIAL L BE ALLOWED. IF PLANTS ARE SHOWN TO BE NOTED. 17. EACKFILL FOR TREE PLANTING SHALL BE 75X APPROVED TOPSOIL AND 259 APPROVED PLANTERS MIX. UNAVAILABLE THE CONTRACTOR SHALT OTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN LAWN SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. SEEDED Q rOP LAYER OF BACKFILL SHALL BE IOOX EXISTING SHALL BE INCORPORATED INTO TOPSOIL A 5-10--5 ANALYSIS SLOW RELEASE WRITING. ALL PLANTS SHALL BE INSPE TED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATIO PRIOR TO MOVING TO JOB SITE. PUNTS MAY ALSO BE 12. ALL DISTURBED AREAS AND SODDED LAWNS SHALL BE SEED MIX 'U" FROM INDIANA STATE HIGHWAY SPECIFICATION OR ERTIUZER BACKFILL AT APPROVED RATES. INSPECTED AND APPROVED OR REJEC ED ON THE JOB SITE. i I JOB N0. 49 3 3 5 AS APPROVED BY LANDSCAPE ARCHITECT. 18. ALL PUNTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS, 2"X2"X8" HARDWOOD STAKES 2 PER TREE WITH #12 GALV. WIRE & 1/2" HOSE LOOP REMOVE BINDING AROUND 3" SHREDDED HARDWOOD MULCH TRUNK AFTER PLANTING ": ,;: :',; ,; AND STAKING CREATE 4" SAUCER FINISH GRADE r1 `� �•4 . 1 REMOVE UPPER _ I .;�' ;~ h': SOIL MIXT 3 PARTS 1/3 OF BURLAP '�,� �, TOPSOIL & 1 PART - _ PEAT. SUBGRADE NOTES: 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30" INTO THE GROUND. 2. PLANT FLARE ROOT AT GRADE LEVEL, EVERGREEN PLANTING DETAIL NO SCALE ZEMOVE ANY BINDING 3" HARDWOOD AROUND PLANT STEM MULCH CREATE 4" SAUCER REMOVE UPPER FINISH GRADE 1/3 OF BURLAP SOIL MIX: 3 PARTS TOPSOIL & 1 PART PEAT. _ B & B OR CONTAINER SUBGRADE GROWN ROOT BALL LTWICE BALL DIA -SCARIFY POT BOUND PLANTS SHRUB PLANTING DETAIL NO SCALE GENERAL NOTE Quantity lists are supplled as a convenience. The Contractor shall verify all quantities. � t �- 3/4" BLACK RUBBER HOSE REMOVE BINDING FROM TRUNK AFTER PLANTIN AND STAKING TREE VRAP TRUNK •0 FIRST BRANCH 709 GALV. GUY WIRE 2" SHREDDED HARDWOOD MULCH STEEL TEE FENCE POST 24" CD a H- W U Q z 'C147 NOTES: 9 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30" INTO THE GROUND. AMENDED PLANTING SOIL 2. PLANT FLARE ROOT AT GRADE LEVEL. r TREE PLANTING DETAIL I NO SCALE j1 i . ?1 9 GRAPHIC SCALE I 0 I 20 30 BO i I I , ( IN FEET ) I inch = 40 it. f 120 I I- N z Q W WU LC) z U mw - I U z— I ,. . CY) U 5;1 11111 . d' (% C BUD 00 Date 1 ¢L Li- W r n "HOLEY MOLEY" CD SAYS: CAUTION Ib LU ry LOCATION OF ALL EXISTING UNDFRGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED N Q U UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, Inlets, valves, dt marks made upon the ground by others.) AND SHEET NO, ARE SPECULATIVE IN NATURE, THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EVIDENCE OR FOR WHICH NO ABOVE GROUNDTIL.` I a I 101 Q 00 I �—aoo-4zg—zoo 1'OR CALLS OUTSIDE OF /NDIANA �, SHEETS JOB N0. 49 3 3 5 rri f,T , CO Li r Q z 'C147 NOTES: 9 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30" INTO THE GROUND. AMENDED PLANTING SOIL 2. PLANT FLARE ROOT AT GRADE LEVEL. r TREE PLANTING DETAIL I NO SCALE j1 i . ?1 9 GRAPHIC SCALE I 0 I 20 30 BO i I I , ( IN FEET ) I inch = 40 it. f 120 • I I- W WU U 00FAO U z— I U 5;1 Environmntal P1 nncr (% C l< Z-2- p Date 1 W "HOLEY MOLEY" _J w ' SAYS: CAUTION ry LOCATION OF ALL EXISTING UNDFRGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED Q U UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, Inlets, valves, dt marks made upon the ground by others.) AND SHEET NO, ARE SPECULATIVE IN NATURE, THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EVIDENCE OR FOR WHICH NO ABOVE GROUNDTIL.` I 101 EXACT LOCATIONS TING D UNDERGROUNDUTILITIES OF SAID EXISTING CALL 7Y1LL FRBB PRIOR TO ANY AND ALL CONSTRUCTION, �—aoo-4zg—zoo 1'OR CALLS OUTSIDE OF /NDIANA �, SHEETS JOB N0. 49 3 3 5 •