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West Park Site - Camievciay Parks and Recrea P�gmm, RE 01-4 2700 West 116th Street, Carmel, Indiana 46032 Schmidt Job Number: 2001-004 March 12, 2001 General Notes Nothing set forth in these Drawings shall release any Contractor from responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage and coordination with other trades, or waive the Contractor's responsibllity to identify and resolve deviations from the requirements of the Contract Documents, or waive the Contractor's responsibility to alert the Architect/Engineer to errors or omissions contained therein. Each Contractor shall verify in the field all existing applicable conditions and dimensions shown on the Drawings and as pertinent to the intent of these Drawings. Any discrepancy discovered shall be brought to the attention of the Architect/Engineer prior to the commencement of any Work affected by, or related to, such discrepency. Each Contractor shall be responsible for all costs associated with, or caused by failure to comply with requirement. Each Contractor shall review in advance all portions of the Work to verify that the Work will not prohibit completion of the Project as intended in these Contract Documents. Any questions shall be promptly referred to the Architect for resolution. Each Contractor shall refer to the Project Manual for cleaning and disposal requirements. Provide dust protection. Each Contractor shall be responsible for the protection of all surfaces and finishes on all parts of the Project. Damaged surfaces and finishes resulting from the performance or the Work shall be repaired at no cost to the Owner by the responsible Contractor to match existing to the satisfaction of the Owner. Each Contractor shall coordinate respective cutting and patching Work with the General Contractor. Each Contractor shall become completely familiar with all aspects of the Work, even those areas deaignated to be provided by Others. This familiarization includes full and complete understanding of the Work described on all sheets of the Drawings and in all sections of the Project Manual. Failure by the Contractor to become completely familiar and cognizant of all aspects of the Work shall not relieve the Contractor of the responsibility to provide materials, assemblies, or services indicated in the Contract Documents. Alternates ALTERNATE NO. I -- Wetland Mitigation Plans ALTERNATE NO. 2 - - Shelter ALTERNATE NO. 3 -- Mound Irrigation ALTERNATE NO. 4 - - Asphalt Tra i is - 'A' ALTERNATE NO. 5 -- Asphalt Trails '5' ALTERNATE NO. 6 -- Corn Pole Windvanes ALTERNATE NO. -1 -- Tree Planting Carmel/Cl#y Board of Parks and Recreation Susannah Dillon, President James Rosensteele, Vice President Lester Fleener, Secreta—ry Dianna Knoll, Treasurer Paul Bolin Kathy Christ46 ie James Engledow Sally Shapiro Richard Stein Randy Auler, Director Debra Grisham, Attorney Clay Township Board Judy Hagan, Trustee Carl Mills Mary Eckard Rosma—ry Hensel t tion Vicinity Map --- It I' Field, see 200 �I series plans ' 00 Trail by \ \ \ Other ^'' 4+ \ i \ ound, aee \\ C301 t C3 \\ SCHMIDT ASSOCIATES %STEgEo * 19 M65 Q 9 � STATE OF 44, tONA1. Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 No. ,* LA29900014 ,* STATE OF ♦ �- - _ \ \\` �t _ _fit -; _ \ Tra I I by Other ..r — R Shelter,- �/ sae Irk -7 N:5328b2 Wetland ; k ,Mitgation, �� aee 400 i � �.' �, � �,',• 1 ','ll , series plans t�`1� ,� / j Pa er Circle 2 i •' , ♦� ,`- o 'I Paver Circle i .•���y G�STfA'` i s *'o'tBTATLT of ��yv a,�/IAfAL L' /�Ilitlti Ger/i 0 10C' 20m' 400' KeyPlan Scale 1' = 200 Drawin Indy Cover Sheet C101 General Information C201 Field Layout and Grading Plan C202 Field Underdra in Plan C203 Erosion, Sediment Control and Construction Staging Plan C204 Planting/Seeding Plan PM L. P440, C301 Mound Layout, Grading, and Planting Plan - ,.- G%STE4 Bq✓ C302 Mound Irrigation Plan Fo�`� Cy C303 Shelter Plan, Layout 4 Electrical #16114 i C401 Wetland Mitigation Earthwork Plan - Earth Source, Inc. C402 Wetland Mitigation R e*toration Plan - Earth Source, Inc. STATE OF 0403 Wetland Mitigation Specifications - Earth Source, Inc. 4- �� C501 site Details ✓!r'S���r.at tti� 0502 shelter Details C503 Site Details sir rUMER a� .n 0 m a X g s c.� Z Z Z D U I M 0 0 U Ln E a N 0 a N 0 s U , Leo A, Demolition note aPlan note Plant note 11 3 Detail reference G401 2 Section reference X Proposed spot elevation Proposed contour TC 801.9© Top of casting TCroCIBC Top of curb G rocl.00 Gutter elevation TF 89933 Top of Footing match existing elevation Elevation target Quadrant point 4bbrev l a t l ons : Accel. Acceleration Add. Addendum Adj, Adjacent Alt, Alternate Arch. Architectura I Ca I. Caliper GIP Cast in place C.E. Civil Engineer CL Center line CMU Concrete masonry unit Conc. Concrete GJ Control joint Decel. Deceleration Demo. Demolition Det. Deta11 Dia. Diameter EI. Elevation Elea. Electrical EQ Equal distance Exist. Existing Exp. Expansion EJ Expansion joint FOW Face of wall FFE Finish floor elevation Ft. Foot Ga. Gauge Nt. F-leight HDPE Nigh Density Polyethylene i-1or iz. i-lor i zonta 1 In/Ln Ft. Inches per linear foot I.D. Inside diameter or dimension Inv. invert L.A. Landscape Architect M.N. Manhole Ma x. Maximum Mech. Mechanica I Med, Medium Min. Minimum N/A Not applicable O.G. On center O.D. Outside diameter Perp. Perpendicular P.O.B. Point of beginning PVC Polyvinyl chloride R Radius Ref, Reference. RGP Reinforced concrete pipe Reinf, Reinforcing Req'd, Required ROW Right or way San, Sanitary Sht . Sheet Sim. Similar Specs, Specifications Sq. Square 5TA Station point Storm Storm sewer Strutt. Structural Thk. Thick T55 To be selected Typ. Typical Vert. Vertical VIF Verify in field W. Width w/ with w/o without W F Woven wire fabric WWM Woven wire mesh ib..... Te. ., Sm ;eY 11T w I �.""17""74 - General LI-ano(s a pins 1�ot s In case of discrepancies between the plan and plant list, the plan shall dictate. IF plant identification box quantity shown on plan differs From graphic plant circle count, the graphic circle count shall dictate. If in question contact the Landscape Architect. 2. All mulch beds to be covered with 3' thick layer of shredded hardwood bark mulch. Bark mulch shall be approved by Landscape Architect and shall be uniform in texture and color. No utility mulch or process tree trimmings will be allowed. 3. A pre -emergent herbicide shall be applied in all planting and flower beds at rates specified by manufacturer for each variety of plant. 4. Final placement of plant material, etc. shall be approved by Landscape Architect before planting operations are to proceed. All tree locations shall be marked with a wooden stake indicating tree variety and size. A highly visible plant line with occasional wood stakes for reference shall mark all ground cover and mulch bed lines. All stakes shall be removed following planting operation. Landscape Architect reserves the right to adjust plant locations on site. Any plant material Installed In incorrect locations lin the judgment of the Landscape Architect) upon the Contractor's disregard for staking, shall be reinstalled at no cost to the Owner. 5. No substitution of plant material will be allowed. if plants are shown to be unavailable, the Contractor shall notify Landscape Architect prior to bid date in writing. All plants shall be inspected and tagged with project identification at Nursery or Contractor's operation prior to moving to job site. Plants may also be inspected and approved or rejected at the job site. b. All plants are to meet or exceed American Standards for Nursery Stock, 198ro Edition, as set forth by American Association of Nurserymen, 1. Plants and all other material to be stored on site shall be placed where they will not conflict with construction operations. 8. Landscape Contractor shall obtain and pay For all permits and fees that may be required for his portion of the Work- Landscape orkLandscape Contractor shall notify Landscape Architect in writing prior to bid state of any plants that he Feels may not survive transplanting operation or in locations noted. Im, All planting beds shall have a spaded edge to a depth equal to specified mulch thickness, unless otherwise noted. C �n�ra l ut i l l t� Notes-, I All known utility locations are approximate. The Contractor shall be responsible For determining the exact location of the existing utilities and repairing any damage done to the utilities during probing or construction. To obtain Field locations of existing underground utilities, call Indiana Underground Cable locations L5003Ea2.5544. 2. Contractor shall coordinate with Utility Companies for the relocation of utilities on site or crossing the site to service adjacent properties. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted. 3. Ail costs Incurred in coordination of all new utility services shall be the responsibility of the General Contractor. Genera i mite Gra of ins anb bra ina Notes: I. Contractor shall verify all existing grades in field and report any discrepancies Immediately to the Architect/Engineer. 2. Contractor shall provide positive drainage in all areas. Paving Contractor shall test for any ponding conditions after installation and correct, See specifications. 3. See Erosion Control Plan for sediment control to be incorporated during construction. 4, Contractor shall coordinate all earth moving activities with all existing and new utilities. Verify cover requirements with Utility Contractors and/or Utility Companies so not to cause damage. 5. Contractor shall stabilize all earthen areas disturbed during construction. See Seasonal Soil Protection Chart and Erosion Control Plan, if applicable. ro. Contractor shall stabilize any stockpiled topsoil against erosion within 15 days of stockpiling. See Seasonal Soil Protection Chart and Erosion Control Plan, iF applicable. 1. Provide smooth transition from new areas to existing features as necessary. 8. The Excavating Contractor or Landscape Contractor shall prepare the finish grade at 1,'2' below adjacent paved areas. Finished grades in planting areas shall be i' lower than adjacent paving. 9. Prior to finish grading, Contractors shah maintain all water draining Off site consistent with Drawings. No water shall be diverted onto adjoining properties during any part of the grading process. 1. All damages to existing improvements, excavation and/or removal of any and all existing improvements during construction shall be kept to a minimum. Any existing improvements damaged during construction shall be restored, reconstructed or replaced by the Contractor at his efpenee 2. It 15 the responsibility of the Contractor to remove all mud, dirt, gravel, and any other materials tracked onto any public or private streets or sidewalks. 3. Provide smooth transition from new areas to existing features as necessary. 4. The Contractor shall submit samples of materials and finishes to the Landscape Architect for approval prior to ordering and installation as outlined in the specifications. 5. All areas where proposed asphalt pavement meets the existing pavement, the existing pavement edge shall be properly sealed with a tack coat material. 1. Contractor shall be responsible for the protection of existing trees and shrubs designated to remain within the Limits of Construction to the extent Of the drip lines. Existing trees shall be fenced off and no materials or heavy equipment shall encroach fenced areas during demolition and construction, 2, Existing trees along eastern park boundary are small and those within 30' of active construction shall be market by General Contractor with stakes and Flagging. A single line of 4' snow fence with posts at 8' O.G. shall be placed per plan to identify and protect trees. 3, Contractor shall remove and dispose of all debris 1n a legal manner. 4, Contractor shall maintain dust control with water at all times. Meter installation and water costs are the responsibility of the Contractor. 5, The use of explosives is prohibited on this project. r,, if any discrepancies occur between construction documents and site condition during demolition„ contact Architect/Engineer immediately. r n ra l Tra f F i c Control Notes 1. All signs, standards, and barricades shall conform to INDOT Standard Detail Sheets and the Indiana Manual on Uniform Traffic Control Devices, 2. It is the responsibility of the Contractor to coordinate planned construction activities with the appropriate authorities prior to construction. 3. If construction activities are expected to disrupt normal oFF-site traffic flow, the Contractor shall be responsible for coordinating with the appropriate authorities and prepare all maintenance of traffic plans as required by the county, sn ra l s i to eta ine a nb Labout Motes 1. Contractor shall stake and verify all dimensions in field prior to initiation of any construction. Review any discrepancies immediately with the Architect/Engineer for resolution. 2. All layout components shall be staked out in the field by the Contractor. Obtain Architect/Engineer approval before starting construction. 3. All dimensions in curbed areas shall be to face of curb. All dimensions in areas without curbing shall be to edge of pavement. All dimensions at Integral curb and walk shall be to face of curb. All dimensions from building shall be from face of building. 4. All dimensions are parallel and perpendicular to base lines, property lines or building lines unless otherwise noted. 5. All radii indicated shall be formed as circular arcs. All curves and arcs shall intersect other curves and lines at points of tangency to form smooth transitions unless clearly shown otherwise. 6, Where not shown, sidewalk and retaining wall expansion joints shall be 30'-0' O.G. and control joints 5'-O' O.G. maximum spacing. Curb expansion joints shall be Imo' -m' O.C. maximum spacing. 1. All walks shall receive medium broom -swept finish perpendicular to direction of traffic Flow unless otherwise noted. Coordinate junctions with Architect/Engineer in field, unless otherwise roted 8 Refer to Planting Plans for layout of all trees, shrubs, planting beds and extent of all sodding and seeding. SCHMIDT A SQ01 ES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. 2 001- 004 Project Date 1 -larch 12 2001 Produced cm F kern Revision Date No. ,* LA29900014, y�'E- 41/14 STATE of `� a6%STEA9 �7?iaNP .c * 199N00465 1 cc)l*i $TATE aF These Drawings and Specifications. and all copies thereof are and shall remain the property and copyr,ght of the Architect. 'hey &hail be used 0I with respect to this Project and are not to be used on any other P^oject or work without prior written permission from the Architect IT -est Park Site Phase Cisnera l InFormatiota Fa ver FW Circle i r' a See 400 Series Grad!no Plan for borrow p't e>'tente s"sas _ SCHMIDT Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No, 2 00' - x'04 Project Date "arch 12 200 Produced cmf, kern Revieion pate t►nnnquq �0•sr o N0. * LA29900014f STATE OF t 19900465 STAT F OF '4r rss *DIA ���� These Draw" and Specifications, and aU copies versof Are arc shall remain the property and copTighd of the Archil cc. They eYt81i tie wad only With respect :o the Project ani a -e no: -,c oe Lead on any other Project or 11;cm Without prior Wriuen permi"ion from the Architect. 0 20' 40' 60' 90' 11.0' Scale V - 60' w., est Park Site Phase 2 Fps?d Layout a!^ Grra d it1cVia^, v C-201 t1 l a See 400 Series Grad!no Plan for borrow p't e>'tente s"sas _ SCHMIDT Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No, 2 00' - x'04 Project Date "arch 12 200 Produced cmf, kern Revieion pate t►nnnquq �0•sr o N0. * LA29900014f STATE OF t 19900465 STAT F OF '4r rss *DIA ���� These Draw" and Specifications, and aU copies versof Are arc shall remain the property and copTighd of the Archil cc. They eYt81i tie wad only With respect :o the Project ani a -e no: -,c oe Lead on any other Project or 11;cm Without prior Wriuen permi"ion from the Architect. 0 20' 40' 60' 90' 11.0' Scale V - 60' w., est Park Site Phase 2 Fps?d Layout a!^ Grra d it1cVia^, v C-201 111711,1113"M tM 5T-23 , - TG 899.90 i inv. a9i.99 , r TC WO -W Inv. 898.64 ` 4 0\° 40 \ \ ` PteA ST TG M20 , � \ j �p \ TG 8999p Inv. / A s` kn ✓. 89.3 / 901.40 1 \ Q� js. Tr - 14 \ G 90C. \ Inv. `/�I ✓. 898.2 � �� � '� J ; , TC 9OCW �- ✓ 6 r , Inv. a9T_5 -� p 0 7 16 V 7C 9cc.9D or TC 9 L6C `.� �- 4© Ir, ✓. 898.3D �'�� � m✓. 898.10 � � - 1 r � \ TG / Inv. -/ an O T-3 G _ an i ,ice / I O T900,ate - 8 J � - ,,.r � � ;, � Y i In✓ 89,-D:: - ,p L 1�G a9�9�? ED � T-19 SC QC3.iC /�� Q�ro Iry 89T./o9 i �y na 5� a CjT-4 Inv. 89-59 !s Q� TG 903.30, ✓ I� ✓. 89.55 � � �` " \ � � TC 901.90 \ \ Inv. 89821 / 9 - C o e� ST - 13 TC 901.90 Inv. 899.62 , i TG _ (:!19 W ( IF) \Inv. 925 5, -a� (WN S iC l _ TC Inv. 902.50 in'✓. 9S 45 \ typ. CO.\ TC 899.90 (VIF� \ ` Inv.83,71.10 TC 902.40 Inv. �9CC?5 c 15' x 15' prefabricated drag, basin, Nyoplast, or appro✓ed equal, with standard H -2C rated ductile iron slotted prate 24' dia prerabricated dram basin Nyoplast or apprc ✓ed equal, with scald dust l ie iron grate. (79) Standard precast manhole. One manhole shall! by provided by Owner, see detail' One manhole shall be supplied b+ Contractor,. see detail 4/C-503. Both manholes shall by installed by Contractor. 4' perforated field underdrain pipe 6 050% -- UD__-- ------'min, where minimum depth per underdrain detail can be maintained. -- 11 Dead end of pipe. Install cap. f 1. Provide end cap at dead ends of pipe. 2. Layout of inlets with multiple pipe junctions are shown schematically. Contractor shall use / appropriate additional fittings as required to mace ° -OY connections. Final details of these junctions shall be as recommended by the inlet manufacturer, 3. All pipe shall be perforated except the last 42C of pipe from ST to outlet. This section shall be \\ solid pipe. See detail 5,'G-503. ST -1 \ TC 900.0 (VIF) , Inv. 895.16 -- -- a 02 OF \2� +P qd iS c 1S Ls TC 90i.0 (VIF) ^ �� r ✓. 895.-,� / \ \ / �... Inv. 896.26 1 l 9'988 SCHMIDT ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No �✓i-ii Pro,ect Date arCh 12 .'47'.0" Produced Item Re,✓ision Date ��D� No. 1� * LA29900014: Xti kBTE FE AR/�� STATE OF ;f *� No. .� 199ON65 9 % STATE OF 'r1e5e ."d ,nqg ar.0 50sclficatlord. and all cople trerec., a's arG sr; -_ma orooerty and copTight of the ArCr.t.,c-. Vr5, oe seu a^ tr 1e6�sct to thio Project and a not tc ee seo or a �tner �= eco or Work without prior sc or _ tne-Srcr._ec. C 2C' "'Cl F0C' 9C' i2C' Scale i` = 6C' West Park Site Phase 2 F!,-- 16 L +rC�Srbra !n pian C-202 0 a ` OO - 00 1 �1 ° ooQQ O ° O;°0 o� oO��_ o�°�,a0 0 0Q 0Q ° ------- ---- o o ° 00 o ==1-------- Q ___-------- _ ° Q06Q P - /� � Ql i t , `J `) .._. _ Q \���,\ 0 Q t `♦O Q L - - Q ° 0 11111` 0 �- 1 1 i �• � � GonstruCtion ; 1 fencing. Final \\Architect/Engineer / , \ / , � Use existing asphalt drive for ^/ I , main construction ---_ entrance _ - e \ 0y , O ? 0 A r r - l. 00 , , _ (2) IC' chainlink gates, h' ht. For additional— a 1� i information at outlet, see 400 Series, Wetland Pians D � _ 5�asona l Soi I Protection Ct^art: Stabilization praGtiG6 Jam. Feb. Mar. Apr, May. Jure July Aug Sept. (>--t. Nov. Dela Permanent A eaerstling 981 tsmporary % s,,ddlnd Mulching A Kantueky bluegrass 40 ibsracret Creeping red fescue 4C lbs/acres plus 2 tone straw mulch acre, or add annum ryesgrase 2C lbs/acre. B Kentucky bluegraea 60 lbs/acres Oreeping red rescue 60 Ibs/acres plus 2 tons straw muich/acre, or add arcual ryegrass 30 ibs/acre C Spring oats 3 bushel/acre! L) • U*wat or rye 2 bushel/acre! E Arrluai ryegrass 40 lbs/acre F sod G Straw mulch 2 tone/acre •/I/- Irrigation needed during June, July, and/or 3ept,snber -• Irrigation needed for 2 to 3 weeks arteer applying sod General Ero& ion anol &sol imenta t i on Control motes All erosion and sediment control practices shall be in accordance Le Silt fence, see detail 3/C503 ®Inlet protection or outlet protection, gee details 1/C503 and 2/C503 Construction fencing North American Green No. 5C15015N erosion control blanket Erosion Control Blanket, see specifications Stone Staging Area (verify final location with Owner) SCHMIDT AS;QSOIATES Wal -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. 2001-00-4 Project Date March 12 2001 Produced kem Revision Date LIQ., P%LA299000141,* ti E. MIl STATE OF 6%STfA * No. *' 1990"65 'm©1. STATE OF '44 �kssI*D 10 Gia �4Nl�l ti These Drawings and Specifications, ane all copses thereof are and shat[ remain the property and copyright of the Ar<ect 'ney shah be used oniy with respect to thea Project and are not to be used on any other Project or Work without prior written permission from the Architect � 0 50' 100' 150' 200' I Scale 1' = IfdO' West Park Site Phase 2 Erosion, Sed irrent Control, 4 Construction &tains Flan with the Indiana +-landbook for Erosion Control in Developing Areas from the Division of soil Conservation, Indiana Department of Natural Resources. 2. Make available a copy of this Erosion and Sediment Control Plan at the Project site throughout the entire construction period. 3, The Contractor shall control waste, garbage, debris, wastewater, and other substances on the site so thea will not be transported from the site by the action of wind, storm water runoff, or other forces. Proper disposal or management of all wastes and unused building material appropriate to the nature of the waste or material is required. 4. Public or private roadways shall be kept clear of accumulated sediment. All sediment that is cleared must be returned to the likely point of origin or other suitable location. Clearing of large amounts of sediment shall not Include flushing the area with water. 5. Minimize the exposure of bare earth by limiting the work area to that necessary to perform the work, and by proper schaduling of manpower and equipment. 6. Whenever possible, construct and install erosion and sediment control measures prior to performing other earth disturbing activities. Minimize erosion from exposed areas by providing and maintaining temporary or permanent stabilization measures. These measures '— should be installed at the end of the day's work or within 24 hours ...- of the completion of the earth disturbino activity, as appllcabie. 8. All erosion and sediment control measures shall be inspected, cleaned, and maintained following each storm event producing sediment, 9. Wherever possible, maintain existing vegetative cover. Use _ non -vegetative material including mulch, erosion blankets, or stone ,,- to control erosion from disturbed areas. 10. Temporary stone stabilization, in areas to be paved or stoned, shall be equivalent to the proposed stone sub -base material. — Adequate sub -base depths shall be maintained and provided prior to final paving or stoning of these areas. 11. Mulched areas shall be stabilized with an anchored, crimped or tacktfied mulch and seed mixture. 12. Athletic field areas shall be hydro -much, / seeded or crimp mulch / seeded. 13, Constructed landscaping mounds shall be stabilized with an erosion control blanket. 14. Al! seeded areas shall be stabilized pe- specficatIons, Le Silt fence, see detail 3/C503 ®Inlet protection or outlet protection, gee details 1/C503 and 2/C503 Construction fencing North American Green No. 5C15015N erosion control blanket Erosion Control Blanket, see specifications Stone Staging Area (verify final location with Owner) SCHMIDT AS;QSOIATES Wal -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. 2001-00-4 Project Date March 12 2001 Produced kem Revision Date LIQ., P%LA299000141,* ti E. MIl STATE OF 6%STfA * No. *' 1990"65 'm©1. STATE OF '44 �kssI*D 10 Gia �4Nl�l ti These Drawings and Specifications, ane all copses thereof are and shat[ remain the property and copyright of the Ar<ect 'ney shah be used oniy with respect to thea Project and are not to be used on any other Project or Work without prior written permission from the Architect � 0 50' 100' 150' 200' I Scale 1' = IfdO' West Park Site Phase 2 Erosion, Sed irrent Control, 4 Construction &tains Flan i X 0 Z z Z D U M-1 O O O N IV M 1 O N U� it v 0 01 0 a N F— Native Plants at Paver Circles (planted at 12" o.c.) Qty. Symbol Scientific Name Common Name Size and Root Condition Grasses and sedges _ _ _ _ Little bluester 2" sq x 3" deep oper bottom pot 3�+ orn n n, Indiar grass2" sq x 3" deep open bottom pot Forbs and wildflowers 5 _lepias tuberose Butterflyweed '' q p pe po s x 3" dee open bottom t As a, 5 Aster novae-angliae New england aster 2" sq x 3" deep open bottom pot 5 Erygium yuccilbi,um Rattlesnake Master 2" sq x 3" deep open bottom pot 5 Heliopsis he' anthoides False Surflower 2" sq x 3" deep open bottom pot 20 ' **Above quantities typical for one paver circle planting area. '"See C-301 for mound planting i' r r a \ I— ' II \ / --------------- ti • - r \ c / I -- --- - / 5ee C-301 for r .. \ �� � ,, � • � Mound Planting -% rr-=x--T- - - - - — - - - - ♦ �; \♦ Native Plants -------- __-- -- -r'' Native f rI 1 - op go kS r �r / 1 •00 ! \ \ • q, 1 \ s 00� 1 .00000 0000 00 1 t' 4000 Native Plants Alt. 4 Restore and seed all 1 ✓ / %�' \ 1 l \\ \ \\ \\ areas disturbed by ♦ J 1 1 \ \ \ construction activities. 11 \ \ Native Plants J \ Ait. E, I LL t I \ 4 Acer saccharum 'Green Mountain' A\, Green Mountain Sugar Mountain 1 \ 2 1 _ �.5 cal. BdB (typ. for all circles) Alternate I S C H M I D T ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. 2001-0014 Project Date March 12 2001 Produced crn f Revision Date � No * LA29900014Ij ; ti E. M/IZ ` STATE OF } 19900465ir $TATE OF Jr ��\a` /ANAL ti These Draw" and Specifications, and all copies thereof are and bha!I remain floe property and copylec t of the Architect. They shall be wed only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. Mesic Prairie Seed Mix, see specifications i General lawn seed ince, , see specifications 1 _1 4th etic field mix, see I 8�7eGIfiGdtlt?t^s West Park Site Phase 2 Planting Plan C-204 C O Q) 3 O N Z 7 U) N v m 0 CL V) I L) r -- a> x Q Cl) Z Z Z Z) U m 0� _O d ` O I O N 11 a, U i 0 E v cv 0 0 N N E v 0 3 C v 0 E 0 M / 0 U / 0 I o', N Native Plug Planting (planted at 12" o.c.) Qty. Symbol Scientific Name Common Name Grasses and sedges Size and Root Condition 140 Bouteloua curtipendula Side -oats grama 2" sq x 3" deep open bottom pot 140 Schizachyrium scoparium Little bluestem 2" sq x 3" deep open bottom pot 140 Sorghastrum nutans Indian grass 2" sq x 3" deep open bottom pot 135 Sporobolus heterolepis Prairie dropseed 2" sq x 3" deep open bottom pot 555 Forbs and wildflowers 15 Asclepias tuberosa Butterflyweed 2" sq x 3" deep open bottom pot 15 Aster ericodes Heath aster 2" sq x 3" deep open bottom pot 15 Aster novae-angliae New england aster 2" sq x 3" deep open bottom pot 20 Baptisia leucantha White false indigo 2" sq x 3" deep open bottom pot 15 Coreopsis tripteris Tall coreopsis 2" sq x 3" deep open bottom pot 20 Echinacea purpurea Purple coneflower 2" sq x 3" deep open bottom pot 15 Erygium yuccifolium Rattlesnake Master 2" sq x 3" deep open bottom pot 15 Eupatorium maculatum Spotted joe-pye weed 2" sq x 3" deep open bottom pot 15 Eupatorium perfoliatum Boneset 2" sq x 3" deep open bottom pot 20 Heliopsis helianthoides False Sunflower 2" sq x 3" deep open bottom pot 15 Monarda fistulosa Wild bergamot 2" sq x 3" deep open bottom pot 15 Parthenium integrifolium JWild Quinine 2" sq x 3" deep open bottom pot 20 IRatibida pinnata JYellow coneflower 2" sq x 3" deep open bottom pot SCHMIDT r' w ` y ASSO IATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No, 2001-004 Project Date March 12 2001 Produced cmf, kem Revision Date No.,, .* LA299000141 STATE OF `' S * No. MOM � :Ot STATE OF f [y 'cess%�o 1.��f��•t► 01VA1- These Drawinas and Specifications, and a'l copies tlweor are and wil; remain the property and copyright or the Architect. They shall be uaed only with respect to this Project and are not to be used on any o icer Project or Work without prior written permieaton From the Architect �L) sca le 1' = 20' West Park Site Phase 2 1" f curd layout, Gra d ire, and �'ldnt i�g i�la� C-3�1 am LEGEND DESCRIPTION MANUiFACTURER • Large Turf Rotor Ra; n Bird 7005 -NP -12-F Quick Couple Valve Rain Bird 3RC Backflow Preventor Wilkins 1.5" RP Cover Strong Box SBBC-30AL Controller Rain, Bird ESP-6LX+ S Remote Control Valve Rain Bird 2" PGA Well By Others - 1 -1 /4" 160 PSI SDR 26 PVC PIPE - 2" 160 PSI SDR 26 PVC PIPE_ _ -12-1/2" 160 PSI SDR 26 PVC PIPE - 4" 160 PSI SDR 26 PVC PIPE Rain Bird 1800 Series spray heads (8,10,12 or 15) Provide appropriate nozzle selection and arc adjustment to provide 100 coverage as they exist on site. Note: 1. The p.o.c. location on this drawing is an approximate location. 2. Controller location to be determined by owner. ol= ZONE GPM VALVE SIZE GALVANIZED Ell REDUCED PRESSURE ASSE'Mt3LY GALVA,t+kZED ELL GALVANIZED OR �- BRASS UNION (AS REQUIRED) BRASS OR GALVANIZED NIPPLES (AS REQUIRED) FINISH GRADE te` i�MIN i UM MAINLINE PVC OR GALVANIZED ELL NOTE: INSTAR PER MANUFACTURER'S RECOMMENDATIONS INSULATE AS REQUIRED REDUCED PRESSURE ASSEMBLY GENERAL NOTES: 1. This irrigation design is diagrammatic. Actual layout of piping, sprinkler heads, valves, controllers and related equipment shall be determined on site. Minor field adjustments shall be mode at no additional cost to the owner. 2. It is the responsibility of the irrigation contractor to be familiar with all grades differences, locations of walls, structures and utilities and make the necessary adjustments to accommodate the irrigation system as designed. Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grades or dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event that this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions and cost necessary. 3. The irrigation system design is based on a minimum operating pressure of 90 psi ® the well and a maximum flow demand of 200 gpm for future irrigation expansion. The irrigation contractor shall verify water pressures prior to construction. Report differences between requirements and actual readings to the owner's authorized representative. 4. The owner shall provide 120V -AC power source at the controller location. The irrigation contractor shall make the final connection from the electrical source to the controller. 5. A Rain Check shall be installed in the vicinity of the controller Coordinate mounting location with the owner. 6. Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per loco) codes. 7. Final location of the backflow preventer and the automatic controller shall be approved by the owner's authorized representative per local codes. 8. A quick coupling valve shall be totaled of the irrigation water supply point of connection to provide for o point of injection of compressed air to purge the system of retained water for winterization. 9. Quick coupling valves shall be mounted on a i' Lasso brass insert swing joint with stabilizer elbow. 10. All mainline and lateral piping and control wires under paving shall be installed in seperote sleeves (min. SDR 26 PVC) unless noted otherwise. Main and lateral sleeves shall be a minimum of twice (2X) the diameter of the pipe to be sleeved. Control wire sleeves shall be sufficient size for the required number of wires under paving. 11. Pipe size shall conform to those shown on drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. Minimum pipe shall be 1". 12. All lateral zones shall be connected to the mainline with PVC pipe and sized as follows: 1" Class 200 0-17gpm 1 1/4" Class 160 18-29gpm 1 1/2" Class 160 = 30-389pm 2" Class 160 = 39-599pm 2 1/2" Class 160 = 60-86gpm 3" Class 160 = 87-129gpm 13. All lateral pipe (2" and smaller) shall be pulled with a vibratory plow. The slitdome shall be composted to its original grade. 14. Install thrustblocks behind elbows/tees and gate valves along 3" or larger mainlines. 15. All lateral piping shall be installed with 8"-12" cover below grade. All mainline piping shall be installed with 12"-18" cover below grade. 16. All fittings shall be schedule 40 PVC. 17. All remote control valves, gate valves, quick couplers, control wire and computer cable pull points shall be installed in locking valve boxes. 18. All sprinkler heads shall be set perpendicular and flush to finish grade and with a clearance of 2" (min.) from the edge of any hordscope unless otherwise specified. 19. All irrigation heads with a 1" or larger inlet are to be installed with 1" Lasso swing joints. 20. Note Deleted 21. Note Deleted 22. All sprinkler heads and valves shall be flushed and adjusted for optimum coverage with minimum overapray on walks, streets, walls, etc.. 23. All irrigation equipment not otherwise detailed or specified shall be installed as CONTROLLER -- SEE MANUAL FOR WALL MOUNTING INSTRUCTIONS; ALL WIRING TO BE INSTALLED AS PER LOCAL COPES JUNCTION BOX CONDUIT FOR CONTROL AND COMMON OF DIRECT BURIAL WIRES TO REMOTE CONTROL VALVES - EXTEND CONDUR 6` OUT FROM BASE OF WALL CONDUIT FOR 120 VOLT WIRE FROM POWER SOURCE CONTROLLER -WALL MOUN1 per manufacture's recommendations and specifications. 24 The irrigation contractor is responsible for settling of all trenches and sprinkler heads fora period of one year. 25. The irrigation contractor shall warranty the system for one full year from the dote of acceptance and provide for the winterization and next year start-up. 26. The irrigation contractor shall conduct a training session with the owner's representative to demonstrate the operation of the system and controllers. 27. The irrigation contractor shall provide a schedule of operation equal to 1" of application per week and 'As -Built' drawings of the completed installation to the owner on reproducible vellum of the scale of the original construction document. 28. Refer to the specifications for additional detailed information. SNAP-TJTE WIRE CONNECTORS AND EXPANSION COILS, 10 WRAPS AROUND 1/2' PIPE DURABLE WEATHER RESISTENT PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY INSTALL VALVE BOX 1/2 - ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS FINISH GRADE PGA SERIES ELECTRIC CONTROL VALVE (SIZE PER SPECIFICATXkJS GLOBE/ANGLE CON PVC ELL 4" PEA GRAVEL BASE MAINLINE WITH PVC TEE OR ELL `\ VALVE WIRE FROM CONTROLLER \ COMMON WIRE FROM \ CONTROLLER TO ELECTRIC CONTROL VALVE AND ON TO NEXT VALVE PGA CONTROL VALVE DURABLE WEATHER RESISTENT PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY FACE OF Wk QUICK COUPLER VALVE INSTALL VALVE BOX 1/2 - ABOVE j2"ABOVE FINISH GRADE IN TURF AND 2` IN SHRUB AREAS FINISH GRADE 1' X Y BWLSS TFitf11DED NP PLE 4" PEA GRAVEL BASE CASCO 1' BRASS MISERT SWING JOINT W/ STABILIZER ELBOW MAINLINE WITH PVC TEE OR EU. 1/2- X 24' RE6AR IN STABiUZING LUGS QUICK COUPLER VALVE 2 - MIN. FROM EDGE OF PAVING; 4- FROM FACE OF WALL MIN. " NOZZLE AS REQUIREp (SEE PLAN) FINISH GRADE '--,_SF HEAD FLUSH tM11H FINISH GRADE 12` TURF ROTOR MINIMUM LASCO PRE ASSEMBLED SWIM ,101147 'G t 23- 212 LLATERAL UNE WITH 7005 TURF ROTOR AUTOMATIC IRRIGATION S U P P L Y C 0 M P A N Y 116 SHADOWLAWN DRIVE FISHER, IN 46038 317/842-3123 800/842-3911 Fax 317/845-0977 www.automoticirrigation.com S C H M I D T ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fav 317-263-6224 Project No. 2001-004 Project Date March 12, 2001 Produced by Automatic Irr(g8tlon Revieion Date These Drawings and 5peclflcatiorl6, and all copies thereof are and shall remain the property and copyright of the Architect- They shall be used only with respect to the Project and are not to be used on any other Project or Work without prior written permission from the Architect. I Scale 1' = 20 ' West Phase 2 Park A!! work shown this page is part Of 411terndLE a n Flan 0 2 1"Counilol Irrigatio C-30 TEE OR ELL. 7005 TURF ROTOR AUTOMATIC IRRIGATION S U P P L Y C 0 M P A N Y 116 SHADOWLAWN DRIVE FISHER, IN 46038 317/842-3123 800/842-3911 Fax 317/845-0977 www.automoticirrigation.com S C H M I D T ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fav 317-263-6224 Project No. 2001-004 Project Date March 12, 2001 Produced by Automatic Irr(g8tlon Revieion Date These Drawings and 5peclflcatiorl6, and all copies thereof are and shall remain the property and copyright of the Architect- They shall be used only with respect to the Project and are not to be used on any other Project or Work without prior written permission from the Architect. I Scale 1' = 20 ' West Phase 2 Park A!! work shown this page is part Of 411terndLE a n Flan 0 2 1"Counilol Irrigatio C-30 Czenera I Notes: I. All wiring shall be installed in conduit. 2. All conduits shall have green insulated around conductor sized per NEC 250. 3. All condutors shall be "12 AUJG unless otherwise noted. 4. All branch circuits shall have separate indicidual neutral conductor. Do not shave neutrals. Electrical Flarl Notes: Mount receptacle within shelter support column a 24' above finish i floor, coordinate with shelter manufacturer. Provide receptacle with in use cover and ieckina cover. Feed with conduit from under slab. OExisting panel 30 Existing sleeve out of restroom building per phase 1. 4 Panel in existing restroom ;buildira contains (2 ) 20 AMP breakers for circuits 19 and 20 per phase I. X A C c'j 41 Q Turn down slab ( t yp.. Shelter 6 foundation,GS02 typ. for 4) Protect tree during excavation of Footing, Place no fill within drip 1 line of tree notify Arch./ Engineer if excavation will encroach on root ball of newly planted tree, r r F i --- Turn down slab (typ., i I I I i El l ---------- - - - - -o --- i�� t'� Iia ids? ?he`ter/wiraw f ounci a t i or, - `t ry . She iter fourdatior ( tsp. for 2 2 Concrete GS�Aa v incl °` lyp.� --t;Ueided w!re mesh reinforcement PC! spec ficat�ors and detail is reo7 fired in Gr03shatched area- EX. RESTROOt l BLDG. • 901.31 901.98 9O11rc- --------- Fol Blend grades of concr to I fiatwork to be flush Lith column foundation, i ' I 901.90 I i I �301.98 9Gi�o� ' I 9018 i I 901.9 9O1;i8 9O2,O�o i L9 EX. RESTROOM BLDG. I ;- I _. i 901.8 • ; I FFE 902.x© ---- ----------- - - - - -� Bi level Q group grill, see note this I � Existing concrete s,dewy Ik 901.50 9Ol ro-1 I ME i 3 r)p Walt a G503 Deta I Outline of roof o /erhead, typ. Rideeline of roc" c,/erhead 140. % )=/;aline concrete s!dewaik i _ Shelter rrame and decking: Gustcrn RE< 3^ 44 for West Paris E—e - Carmel, iN as l rrarufactu,eo LDS Polieon, Inc, or app -o xed equal. Features irc:ude but are not limited to: top cf roof r;dge l9 pitch sandwich pane! roof dec.Kine, metal roofing by genera; contractor per Project specifications 8'-0, clear at EX. RESTROOM BLDG, eaves- columre manufactured to accept ele=r -a outlets per W pian, a!i tubular steel frame, Framing t.o be powdercoated in color selected by Arch'Ero,neer From Manuf. full ranee cf standard colors. Submit shop ctrawinas for approva 1 General ccrtractor shall install Dcwel new corcrete flatwork metal roofing per wlt.- existing slabs per expansion speccations to match existing joint detail, �typ.,! restroom building, Provide ice and water shield over sandty.id panel prior to roofing �Gxistine concrete sidewalk nstallalion. Stain exposed :side of sandwich pare) and ail cedar trim, per specifications to match stain color of existing restroom bu i Id ina. x x x x • X SCHMIDT Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. 2001-00-4 Project Date March 12 2001 Produced kern Revision Date No. ° ,* LA29900014 STATE 0FkSTE �'� No. R 199VV_T STATE OF cy �' ` 1 aD 1 Alla` e., These DrawirGs and 5pec!r1c ,,!ons, and of copses th!reof are and shall remain the property and copyright of the Arctitect 'hew aha be caed only w,th respect to this Fro-Ject and are not to be ueCd or, am ot!-ff Pro lest or i; rk w trout pr or Lurttier oerr esior Fro— tee Architect V h�\ ST@v. #161`/� t •Y S * • STATE GF cif "hCIAN .,,rt c`"••+... ••''� .tai . B HAq�'',, '3 Zi ; No. OW410 rfQ $ S7A OF f� • R %. AL EN 4t no4f� N Scale I' = lO' West Dark Site Phase 2 All work shown this page is part af- Alternate 2 Enlarged &Ielter Plan - lterrate 2 Proposed Grade 1lf _.1 _— i _ _ I NOTE: A SHAPE OF MOUNDS AND DEPRESSIONS ARE APPROXIMATE, EARTHWORK CONTRACTOR SHALL CONSTRUCT THESE AREAS TO ACHIEVE THE DESIRED INTENT OF ELEVATION FLUCTUATIONS. SPOT ELEVATIONS ARE TO BE MET. I N4+00 i 0+00 R. 0. w --------- I Q 0 + of w SECTION HORIZONTAL SCALE: lin.=40ft. VERTICAL SCALE: 1 in. = 4ft. Notes: 1. The Earthwork Contractor is responsible for the layout of this plan. Earth Source, Inc. is to approve layout of this plan. 2. The Earthwork Contractor is responsible for the work on this plan. 3. No work is to occur outside Limits of Work. 4. Work is to proceed per construction sequence noted in the specifications. 5. General Contractor to provide dewatering until satisfactory establisment of WS1 seed mix, as determined by Earth Source, Inc. 6. Excavate Sediment trap at proposed outlet prior to beginning remainder of site. 7. Excavated soil to be placed in a contained upland location as approved by client. 8. Topsoil to be stripped to a depth of 10 inches, temporarily stockpiled and respread to a similar depth following completion of earthwork. Proposed grades shown are finished grades following placement of topsoil. STORM DRAIN PIPE FIELDSTONE RIP -RAP FIELDSTONE DISTRIBUTION FILTER /i'OP OF LEVEE TO BE PLAN FI0.2' BELOW DRAIN PIPE INVERT NOT TO SCALE FABRIC SECURE ALL IC.L. ENDS OF FILTER FABRIC IN THIS MANNER NOT TO SCALE FIELDSTONE r RIP- RAP (12" MI l I SECTION NOT TO SCALE DISTRIBUTION BASIN NOT TO SCALE rSTORM I ti DRAIN PIPE TER FABRIC I 900 899 898 89? 896 895 894 893 89.,21 891 N 0 R T H 0 40 80 SCALE: 1 " = 40' "11_01 W100 tL W CY 0 7 Easement _ Open Water1;cruh,AhrtjhPort, 5:1 Slope Emergent Edge Emergent Edge Wetland Mitigation 5:1 Slope NOTE: A SHAPE OF MOUNDS AND DEPRESSIONS ARE APPROXIMATE, EARTHWORK CONTRACTOR SHALL CONSTRUCT THESE AREAS TO ACHIEVE THE DESIRED INTENT OF ELEVATION FLUCTUATIONS. SPOT ELEVATIONS ARE TO BE MET. I N4+00 i 0+00 R. 0. w --------- I Q 0 + of w SECTION HORIZONTAL SCALE: lin.=40ft. VERTICAL SCALE: 1 in. = 4ft. Notes: 1. The Earthwork Contractor is responsible for the layout of this plan. Earth Source, Inc. is to approve layout of this plan. 2. The Earthwork Contractor is responsible for the work on this plan. 3. No work is to occur outside Limits of Work. 4. Work is to proceed per construction sequence noted in the specifications. 5. General Contractor to provide dewatering until satisfactory establisment of WS1 seed mix, as determined by Earth Source, Inc. 6. Excavate Sediment trap at proposed outlet prior to beginning remainder of site. 7. Excavated soil to be placed in a contained upland location as approved by client. 8. Topsoil to be stripped to a depth of 10 inches, temporarily stockpiled and respread to a similar depth following completion of earthwork. Proposed grades shown are finished grades following placement of topsoil. STORM DRAIN PIPE FIELDSTONE RIP -RAP FIELDSTONE DISTRIBUTION FILTER /i'OP OF LEVEE TO BE PLAN FI0.2' BELOW DRAIN PIPE INVERT NOT TO SCALE FABRIC SECURE ALL IC.L. ENDS OF FILTER FABRIC IN THIS MANNER NOT TO SCALE FIELDSTONE r RIP- RAP (12" MI l I SECTION NOT TO SCALE DISTRIBUTION BASIN NOT TO SCALE rSTORM I ti DRAIN PIPE TER FABRIC I 900 899 898 89? 896 895 894 893 89.,21 891 N 0 R T H 0 40 80 SCALE: 1 " = 40' "11_01 W100 No. r : 920011 STATE -OF w date: 1/8/2001 revisions: 7P EVT 2/5/?001 file nome: cd.DWG project no: 9901004 SHEET 1 OF 3 C � -401 tL W CY 0 7 W No. r : 920011 STATE -OF w date: 1/8/2001 revisions: 7P EVT 2/5/?001 file nome: cd.DWG project no: 9901004 SHEET 1 OF 3 C � -401 tL W No. r : 920011 STATE -OF w date: 1/8/2001 revisions: 7P EVT 2/5/?001 file nome: cd.DWG project no: 9901004 SHEET 1 OF 3 C � -401 I I N6+00 N5+ N3+ N2 00 , I of Work N1+00 Notes: 1. The Restoration Contractor is responsible for the layout of this pian. Earth Source, Inc. is to approve layout of this plan. 2. The Restoration Contractor is responsible for the work on this plan. 3. No work iAntrodor ccur outside Limits of ork. 4. Work is ted per construction se uence oted in the specifications. 5. Quantitiesed are for the contra ors con enience. Contractor is respo ible to verify quantities. 6. General C to provide dewateri g until satisfactory establisment of W seed mix, as determined b;✓ Earth Source, Inc. Ln N KEY PLANT LIST TREES QTY SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS 35-- ACER RUBRUM Red Maple 18-36 inches Cont. Plant all trees 15 feet on center in single 10 ACER RUBRUM Red Maple 1 1/2in Cal. B&B species masses of 3-5 per mass. 30 FRAXINUS PENNSYLVANICA Green Ash 18-36 inches Cont. Stands of tree seedlings are not to be 10 FRAXINUS PENNSYLVANICA Green Ash 1 1 /2in. Cal. B&B monotypic, plant at least 3 species per 35 QUERCUS BICOLOR Swamp White Oak 18-36 inches Cont. stand. 10 QUERCUS BICOLOR Swamp White Oak 1 1/2in. Cal. B&B 30 QUERUS PALUSTRIS Pin Oak 18-36 inches Cont. Contonerized trees to be planted at an 10 QUERUS PALUSTRIS Pin Oak 1 1/2in Cal B&B elevation Of 896.0 or higher. SHRUB SEEDLINGS 0T)' SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS 70 CEPHALANTHUS OCCIDENTALIS Buttonbush 18-36 inches Bareroot Plant Cephalanthus occidentalis in deep 90 CORNUS SERICE.A Red—osier Dogwood 18-36 inches Bareroot pockets only as indicated on plan. 50 ROSA PALUSTRIS Swamp Rose 18-36 inches Bareroot 85 SAMBUCUS CANADENSIS Elderberry 18-36 inches Bareroot Plants all shrubs 4-6 feet on center in 90 VIBURNUM TRILOBIIM Highbush Cranberry Viburnum 18-36 inches Bareroot single species mosses of 10-15 per mass. Stands of shrub seedlings are not to be monotypic, plant at least 3 species per stand NOW . O,/�/��.I,•i Ir � � � pit/ -. ... .. •. . - - III WE IT 96, ink �/' 1►'i�'I�I ♦ OAMAMI 00 woo Nfemal" 015 10 I o. ! Rol 0�►,�oo���o���►fir.`.. �. i I =.�►►- �►"' �i �,► of e�► .oi �i- ----- gm ! �_ � ., 1► . � 0�.�0I �r��,��O��a _ ��';�� 0��. OIC► Or►�r , � .;� ►NWA& ;Owl , ', ��I �. OI�►�. ���,.� 'I'i 1a _ � �° �NIr►I���I 'SOI �I ` � - _' �' �► `►,�►� pr a mom uej ��� • • • • R. • W.• , • W LJ ------------------------------ S�TREET� Ir }I e (- PORE � I SEE SEEDLING AttA.CH L f 1 in X 6 in STA STAPLE DIAGRAM NOT TO SCALE SOIL CONsAu�t w•NUOUSMI.rH R♦ x� HIGH TI FINISHED GRADE 1 - 21 GRAM AGRIFORM SLOW RELEASE FERTILIZER TABLET (2 YEAR FORMULA) VIS -PORE SEEDLING MWLC — o j MAT (36 In X36 MI PER PLANTUtG HOLE- PLACE WITHIN TOP 6 in OF BACKFILL. ACKFILL SAUCER 1 in X 6 in STAPLES AS PER CIFTCAnONs) GROUND LINE 6 in MAX . UNDISTURBED SOIL j v IES ���p(FILL AND i MhITER MAMEDIaTEt6 01 MIN. SCARiFr SIDES OF PLANTIN PIT WITH SPADE OR SHOVEL. in.. VAP}ES MRJ MI . --SEtttiNt- Rt#NTiNG DETAIL CONTAINER PLANTING DETAIL NOT TO SCAB NOT TO SCALE 0 0 i 0 0 + + / + TOP 0P ROOTBALL SET AT GRADE.. GROWN IN NURSERY. REMOVE ALL WIRr ROPE AND TWINE AT BASE n= rnuN� - 21 GRAM AGRIFORM SLOWRELEASE FERTILIZER TABLET 2 `TEAR FORMULA) PEP P TING HOLE. PACE WITHIN TOP 15 ttrt (6 in� OF BACKFILL. 'VISPORE• TNG MULCH MAT %T— (36in. X 36M 6 INCH MIN 6 INCH MIN, N O R T H 0 40 80 SCALE.- 1 " = 40' N N 00 z 0 v— v I Outlet O o + v ° p a i' y O r"� o + N r7 W LJ ------------------------------ S�TREET� Ir }I e (- PORE � I SEE SEEDLING AttA.CH L f 1 in X 6 in STA STAPLE DIAGRAM NOT TO SCALE SOIL CONsAu�t w•NUOUSMI.rH R♦ x� HIGH TI FINISHED GRADE 1 - 21 GRAM AGRIFORM SLOW RELEASE FERTILIZER TABLET (2 YEAR FORMULA) VIS -PORE SEEDLING MWLC — o j MAT (36 In X36 MI PER PLANTUtG HOLE- PLACE WITHIN TOP 6 in OF BACKFILL. ACKFILL SAUCER 1 in X 6 in STAPLES AS PER CIFTCAnONs) GROUND LINE 6 in MAX . UNDISTURBED SOIL j v IES ���p(FILL AND i MhITER MAMEDIaTEt6 01 MIN. SCARiFr SIDES OF PLANTIN PIT WITH SPADE OR SHOVEL. in.. VAP}ES MRJ MI . --SEtttiNt- Rt#NTiNG DETAIL CONTAINER PLANTING DETAIL NOT TO SCAB NOT TO SCALE 0 0 i 0 0 + + / + TOP 0P ROOTBALL SET AT GRADE.. GROWN IN NURSERY. REMOVE ALL WIRr ROPE AND TWINE AT BASE n= rnuN� - 21 GRAM AGRIFORM SLOWRELEASE FERTILIZER TABLET 2 `TEAR FORMULA) PEP P TING HOLE. PACE WITHIN TOP 15 ttrt (6 in� OF BACKFILL. 'VISPORE• TNG MULCH MAT %T— (36in. X 36M 6 INCH MIN 6 INCH MIN, N O R T H 0 40 80 SCALE.- 1 " = 40' N N 00 z 0 No. �r 920011 : ►— �py STATE OF f 11 I1�1\1t\�� Ioc(e f 82001 revisions: PEM 2/5/2001 I Tile name: cd.DWG project no: 9901004 �— SHEET 2 OF _ ,4 rl O a d a a No. �r 920011 : ►— �py STATE OF f 11 I1�1\1t\�� Ioc(e f 82001 revisions: PEM 2/5/2001 I Tile name: cd.DWG project no: 9901004 �— SHEET 2 OF _ ,4 rl WETLAND MITIGATION AREA CONSTRUCTION SEQUENCE 1. SITE AND CONSTRUCTION ACCESS CLEARING (MINIMAL). 2. EXCAVATE SEDIMENT BASIN 3. BEGIN DEWATERING OPERATIONS OF THE POND 4. STRIP AND STOCKPILE TOPSOIL 5. COMPLETE EARTHWORK AS PER PLANS AND SPECIFICATIONS 6. REPLACE TOPSOIL 7. COMPLETE SEEDING AND PLANTING OPERATIONS PER PLAN AND SPECIFICATIONS. 8. RESTORE TO EXISTING GRADE AND SEED ANY ADDITIONAL DISTURBED AREAS. 9. END DEWATERING OPERATIONS AFTER SUCCESSFUL ESTABLISHMENT OF THE WP1 SEED MIX WETLAND MITIGATION SPECIFICATIONS GENERAL REQUIREMENTS 1. MATERIALS NEEDED TO COMPLETE THE PROJECT INCLUDING SEED MIXES, NURSERY STOCK, EROSION CONTROL MATERIALS, ETC. ARE TO BE PURCHASED AND DELIVERED (OR ARRANGEMENTS MADE FOR DELIVERY) PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS, MATERIALS WILL BE ORDERED FROM SOURCES APPROVED BY EARTH SOURCE, INC. MATERIALS TO BE STORED ON SITE SHALL BE PROTECTED FROM ADVERSE WEATHER AND/OR SITE CONDITIONS. 2. NO EARTHWORK, TILLAGE, OR OTHER SOIL DISTURBANCE IS TO OCCUR BEYOND LIMITS OF WORK INDICATED ON PLANS. IMPACT TO AREAS OUTSIDE THE LIMITS OF WORK WILL BE RESTORED AT THE CONTRACTOR'S EXPENSE. 3. CONSTRUCTION EQUIPMENT SHALL BE REFUELED AND MAINTAINED IN A CONTAINED UPLAND SITE. CHANGE ORDERS A CHANGE ORDER IS A WRITTEN INSTRUMENT PREPARED BY EARTH SOURCE, INC. AND SIGNED BY THE OWNEP., CONTRACTOR AND EARTH SOURCE, INC., STATING THEIR AGREEMENT UPON ALL OF THE FOLLOWING: 1. A CHANGE IN THE WORK; 2. THE AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM, IF ANY; AND 3. THE EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. CHANGES IN THE WORK SHALL BE PERFORMED UNDER APPLICABLE PROVISIONS OF THE CONTRACT DOCUMENTS, AND THE CONTRACTOR SHALL PROCEED PROMPTLY, UNLESS OTHERWISE PROVIDED IN THE CHANGE ORDER. MONITORING & ACCEPTANCE UPON START OF' CONSTRUCTION, WORK IS TO CONTINUE UNINTERRUPTED, BARRING ANY UNFORESEEN CIRCUMSTANCES, UNTIL COMPLETION. FINAL ACCEPTANCE AT THE END OF THE GUARANTEE PERIOD MAY BE DELAYED AS A RESULT OF INADEQUATE PERFORMANCE BY THE CONTRACTOR. THE BELOW -NOTED INTERMEDIATE MONITORING POINTS MUST BE FOLLOWED AND PERFORMED BY EARTH SOURCE, INC. THE ROLE OF EARTH SOURCE, INC. IS TO MONITOR THE LANDSCAPE RESTORATION OPERATIONS FOR COMPLIANCE TO THE PLANS AND SPECIFICATIONS; TO FACILITATE SCHEDULING OF WORK; AND TO COMMUNICATE TO THE OWNER AND TO THE CONTRACTORS COMPLIANCE, SCHEDULING, AND CHANGES TO THE ORIGINAL SCOPE OF WORK. EARTHWORK SPECIFICATIONS 1. LAYOUT OF THE EARTHWORK PLAN WILL BE THE RESPONSIBILITY OF THE EXCAVATING CONTRACTOR, THE EXCAVATING CONTRACTOR'S ENGINEER MUST CONTACT EARTH SOURCE INC.. TO APPROVE THE FINISHED LAYOUT BEFORE ACTUAL EARTHWORK BEGINS.JE 2. TRACKED AND RUBBER TIRED VEHICLES WILL BE USED TO DISTRIBUTE MATERIAL WITHIN THE DESIGNATED ON-SITE PROCT AREA. WORK ABOVE GROUND WATER ELEVATION IS TO BE DONE IN THE DRY. "DRY" MEANS NON -FLOODED, FRIABLE SOIL CONDITIONS. 3. EXCAVATED MATERIAL REMOVED TO AN INTERIM STOCKPILE SITE FOR DEWATERING PURPOSES MUST BE STOCKPILED IN A CONTAINED UPLAND AREA. CONTAINMENT MUST ALLOW MATERIAL TO DEWATER WITHOUT ALLOWING SLURRY TO ENTER DELINEATED WETLANDS OR OTHER WATERS OF THE UNITED STATES. 4. EARTHWORK OPERATIONS ARE TO BE COMPLETED DURING A CONSECUTIVE PERIOD OF WORKING DAYS ON SITE, WEATHER PERMITTING. SHOULD THE EARTHWORK CONTRACTOR CEASE WORK PRIOR TO COMPLETION OF PROPOSED GRADES, DURING WHICH TIME THE MITIGATION AREA BECOMES FLOODED, THE EARTHWORK CONTRACTOR WILL BE RESPONSIBLE FOR DEWATERING THE SITE AS NECESSARY TO CONTINUE WITH EARTHWORK OPERATIONS THROUGH COMPLETION. SHOULD THE EARTHWORK CONTRACTOR CEASE WORK AT DIRECTION OF THE OWNER, OR DUE TO WEATHER CONDITIONS (I.E. RAIN, ETC.), AND THE MITIGATION AREA BECOMES FLOODED, THE EARTHWORK CONTRACTOR MAY REQUEST A CHANGE ORDER FOR AN ADJUSTMENT IN THE CONTRACT SUM TO PROVIDE FOR DEWATERING. 5 THE BASIN BOTTOMS AND SIDE SLOPES OF THE MITIGATION SITE ARE TO BE EXCAVATED TO GRADES INDICATED ON THE EARTHW'URIk PLAN. TOLERANCE FOR ROUGH GRADING IS TO BE + OR -0.1 FOOT FROM ROUGH GRADES INDICATED ON THE EARTHWORK: PLAN .AND SECTIONS EARTH SOURCE, INC. IS TO BE CONTACTED BY THE CONTRACTOR TO APPEAR ON SITE AS ROUGH GRADING OPERATIONS APPROACH 95% COMPLETION FOR A MANDATORY INSPECTION OF THE ROUGH GRADES. FURTHER PHASES OF MITIGATION CONSTRUCTION MAY NOT PROCEED UNTIL THIS INSPECTION IS COMPLETE. THE EARTHWORK CONTRACTOR IS RESPONSIBLE TO PROVIDE SURVEY INSTRUMENTS ON SITE FOR THIS INSPECTION. 6. UPON ACCEPTANCE OF ROUGH GRADING, THE MITIGATION AREAS TO BE UNCOMPACTED BY THE EARTHWORK CONTRACTOR BY ROUGH TILLAGE TO A MINIMUM DEPTH OF 6 INCHES. THE CONTRACTOR SHALL INFORM EARTH SOURCE. INC. OF THE METHOD ANL; DEPTH OF TILLAGE FOR APPROVAL. LANDSCAPE RESTORATION SPECIFICATIONS I. UPON NOTIFICATION TO PROCEED FROM EARTH SOURCE, INC., FINE GRADE AND SEEDING OPERATIONS OF THE RESTORATION AREA, BY THE RESTORATION CONTRACTOR, ARE TO BEGIN, SEEDING OPERATIONS ARE TO BE COMPLETED DUPING A CONSECUTIVE PERIOD OF WORKING DAYS ON SITE THE OWNER AND CONTRACTOR ARE TO BE AWARE THAT FLOODING MAY OCCUR DURING THE PROJECT SCHEDULE AND BEFORE ACCEPTANCE OF THE LANDSCAPE RESTORATION WORK. SHOULD THE RESTORATION CONTRACTOR CEASE WORK PRIOR TO COMPLETION OF THE RESTORATION WORK, DURING WHICH TIME THE SITE BECOMES FLOODED, THE OWNER MAY REQUEST THE CONTRACTOR TO DEWATER THE SITE AS NECESSARY TO CONTINUE SEEDING OPERATIONS THROUGH COMPLETION. SHOULD THE CONTRACTOR CEASE WORK AT THE DIRECTION OF THE OWNER, OR DUE TO WEATHER CONDITIONS (I.E. RAIN, ETC.), AND THE RESTORATION AREA BECOMES FLOODED, THE RESTORATION CONTRACTOR MAY REQUEST A CHANGE ORDER FOR AN ADJUSTMENT IN THE CONTRACT SUM TO PROVIDE FOR DEWATERING, SHOULD FLOODING CONDITIONS SIGNIFICANTLY ALTER (AS AGREED UPON BY OWNER, CONTRACTOR, AND EARTH SOURCE INC.) COMPLETED PHASES OF WORK, THE RESTORATION CONTRACTOR MAY REQUEST A CHANGE ORDER FOR AN ADJUSTMENT IN THE CONTRACT SUM TO PROVIDE FOR REPAIR TO COMPLETED WORK, DEWATERING MAY ALSO BE NECESSARY, UPON COMPLETiON OF THE SEEDING OPERATIONS, THROUGH GERMINATION AND ESTABLISHMENT OF GRASS, CARER AND FOR SPECIES UP TO 6 INCHES IN HEIGHT SHOULD THIS ADDITIONAL DEWATERING BECOME NECESSARY, THE CONTRACTOR MAY REQUEST A CHANGE ORDER FOR ANY AC'JUSTMENT IN THE CONTRACT SUM TO PROVIDE FOR THE DEWATERING. 2. PRIOR TO SEEDING AND PLANTING, THE UPPER MOST 2 INCHES OF SOIL WILL BE TILLED BY THE RESTORATION CONTRACTOR FOR. PREPARATION OF THE SEED BED. THE RESTORATION CONTRACTOR SHALL ADVISE EARTH SOURCE, INC OF THE METHOD OF TILLAGE FOR APPROVAL (DISCING, PULVERIZING OR ROTO -TILLING TO COVER THE SITE AT LEAST TWICE IS THE PREFERRED METHOD). SEEDING IS TO OCCUR ONLY UPON ACCEPTANCE BY EARTH SOURCE INC., OF THE PREPARED SEEDBED 3 EARTH SOURCE, INC. MAY INSPECT TREES AND SHRUBS EITHER AT THE PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. EARTH SOURCE, INC RETAINS THE RIGHT TO FURTHER INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF ROOT SYSTEMS, IhISECTS. !NJURiES AND LATENT DEFE-'TS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. AT THE EXPENSE OF THE RESTORATION CONTRACTOR, REJECTED PLANT MATERIAL WILL BE REMOVED IMMEDIATELY FROM THE PROJECT SITE 4. SEED AND PLANTS ARE TO BE PURCHASED FROM NURSERIES LOCATED IN THE MIDWEST AND JF A. LATITUDE SIMILAR TO THAT OF THE PROJECT (SAME HARDINESS ZONE). THE CONTRACTOR IS TO SUBMIT FOR APPROVAL BY EARTH SOURCE INC., SOURCES OF SEED AND PLANT MATERIAL PRIOR TO ORDERING MATERIALS. 5. LAYOUT OF THE RESTORATION PLAN WILL BE THE RESPONSIBILITY OF THE RESTORATION CONTRACTOR. THE FINISHED LAYOUT MUST BE APPROVE',) Br EARTH SOURCE. INC. BEFORE A VIAL NS1A' LATION BEGINS. 6. IN THE EVENT THAT INCLEMENT WEATHER OR UNSUITABLE SOIL CONDITIONS DELAY SEEDING (CAUSING THE ESTABLISHMENT OF UNDESIRABLE NOXIOUS SPECIES), A LIMITED PROGRAM OF SITE SPECIFIC HERBICIDE APPLK ATICN USING GLYPHOSATE -BASED BRAND HERBICIDE WILL BE REQUESTED. THE HERBICIDE WILL BE SPOT OR WICK APPLIED ONLY TO SELECT, UNDESIRED NOXIOUS SPECIES (NOT BROADCAST) TO ALLOW THE PLANTING SCHEDULE TO RESUME ACCORDING TO THE MITIGATION PLAN. THE HERBICIDE IS ONLY TO BE USED AS A MANAGEMENT OPTION TO ENSURE THE SUCCESS OF MITIGATION AREA SEEDING, 7. DAMAGE TO THE GRADES RESULTING FROM ACCESS BY THE RESTORATION CONTRACTOR, SHALL BE RESTORED AT THE RESTORATION CONTRACTOR'S EXPENSE. 8. SEEDING: SEED MIXES DP2, WS1, WS2 AND WP1 AS INDICATED ON THE RESTORATION PLANS. DESCRIPTION THIS WORK SHALL CONSIST OF FURNISHING, TRANSPORTING, AND INSTALLING SEEDS AND OTHER MATERIALS REQUIRED FOR (1) THE ESTABLISHMENT OF THE SEEDING AREAS, (2) POST -PLANTING MANAGEMENT UNTIL RELEASED BY EARTH SOURCE, INC., AND (3) REMEDIAL OPERATIONS IN CONFORMANCE WITH THE PLANS AS SPECIFIED IN THIS SPECIAL PROVISION OR AS DIRECTED BY EARTH SOURCE, INC. MATERIALS 1. SEEDS SHALL BE GUARANTEED BY THE CONTRACTOR TO BE TRUE TO NAME AND VARIETY. 2. AT LEAST ONE WEEK PRIOR TO THE TIME OF SEEDING, THE CONTRACTOR SHALL PROVIDE FOR THE APPROVAL OF EARTH SOURCE, INC., PROOF OF SEED IDENTIFICATION. (I.E. SHIPPING LABELS, ETC.) 3. INITIAL EFFORT MUST BE MADE BY THE CONTRACTOR TO PURCHASE NATIVE SEEDS OF LOCAL GENOTYPE. 4. SEED MIXES ARE TO BE FORMULATED AND APPLIED AT THE RATES INDICATED PER INDIVIDUAL SEED MIX AS SHOWN BELOW. DI 2 Midwestern Prairie Gross Erosion Control Ml 1,DP2', 7,700,000 (CBS) per acre. Approximate mix weight/ocre 61 LBS Scientific Name Common Name %CBS Grasses/Sedges/Rushes Andropogon gerardn Big Biuestem 26 2`' Elymus canadensis Canada Wild Rye 5.30 Ponicum virgatum P,31,ie Switch Grass !7.3? Schizochyrium scoporium Lltt!t, B!uestem 24.64 Sorghostrum nutans Indian Gross 26.44 100.007, Temporary Cover Grosses Agrostis olbo Redtop 31.29 Aveno sativa Seed Oats 10.43 Festuco rubra 'Dawson's' Dawson's Creeping Red Fescue 9.L0 Phleum protense Timoth 41 14 Puccinellia distans 'Fults' Fults Salt Gross 7.94 100. UC WP1 Midwestern Wetland Edge Mix 11,800,000 (CBS) per acre. Approximate mix weight/acre 38 LBS Scientific Name W i t Midwestern Semi -Native Wetlond Understory Grass Mix C. WAIT FOR IMPROVED CONDITIONS.cc 12,800,000 (CBS) per acre. Approximate mix weight/acre 35 LBS Scientific Name Common Name % CBS Grasses/Sedges/Rushes Barnyard Grass 5.74% Carex crinito Fringed Sedge 7.05% Carex frank ii Frank's Sedge 1.07% Corex lupulina Common Hop Sedge 1.62% Carex squorroso Narrow -Leaved Cattail Sedge 1-07% Carex vulpinoidea Fox Sedge 25.17% Cinno orundinacea Common Wood Reed 25'81 Elymus virginicus Virginia Wild Rye 2.90% Glyceria striata Fowl Manna Gross 35.31% Forbs Creeping Spike Rush 100.00:. Temporary Cover Grosses Common Mud Plantain 50.23°= Agrostis alba Redtop 31.30% 31.30% Agrostis alba palustris Creeping Sent 2.097_ Aveno sativa Seed Oats 3 487% Sagittaria latifolia Common Arrowhead 100.007 WP1 Midwestern Wetland Edge Mix 11,800,000 (CBS) per acre. Approximate mix weight/acre 38 LBS Scientific Name Common Name % CBS Grasses/Sedges/Rushes C. WAIT FOR IMPROVED CONDITIONS.cc Gorex comosa Bearded Sedge 6.46% Echinochloo crusgalli Barnyard Grass 5.74% Eleochoris polustris Creeping spike Rush 12.91% Juncus effusus Soft. Rush 20,52% Leersia oryzoides Rice Cut Grass 8.78% Scirpus otrovirens Dark Green Bulrush 13.41% Scirpus cyperinus Woolgross 19.20% Scirpus fluviatilus River Bulrush 0.46% Scirpus volidus Softstem Bulrush 12.52% Echinochloo crusgalli Barnyard Gross 100.00% Forbs Creeping Spike Rush 9.40% Alisma subcordoto Common Mud Plantain 50.23°= Asclepias incornoto Swamp Milkweed 0.6`% Bidens cernuo Nodding Bur Marigold 2.097_ Iris virginico shrevei Blue Flog Iris 1.09% Sagittaria latifolia Common Arrowhead 30.30" Sporganium eurycorpum Common Bur Weed 1.16% Verbena hastato Blue Vervain 14.477, Scirpus validus Softstem Bulrush 100.00% Temporary Cover Grasses Agrostis olba Redtop 72.61% Agrostis alba palustris Creeping Bent 21.34% Aveno sativa Seed Gots 6.057 100.00% WP? Midwestern Sedge Meadow Mix 4,500,000 (CBS) per acre. Approximate mix weight/acre 35 LBS Scientific Name Common Name % CBS, Grosses/Sedges/Rushes C. WAIT FOR IMPROVED CONDITIONS.cc Colamagrostis canadensis Blue Joint Gross 3.08% Corex crinito Fringed Sedge 2.00% Carex frankii Frank's Sedge 0.62% Corex granularis Meadow Sedge 1,24% Corex lupulina Common Hop Sedge 0,94% Carex lurida Lurid Sedge 0.92y, Carex normalis/tribuloides Spreading Oval Sedge 3.78% Corex squorroso Norrow-Leaved Cattail Sedge 0.62% Corex vulpinoidea Fox Sedge 3.61% Echinochloo crusgalli Barnyard Gross 2.09% Eleocharis polustris Creeping Spike Rush 9.40% Glyceria striata Fowl Manna Grass 10.28% Juncus effusus Soft Rush 22.95%, Leersia oryzoides Rice Cut Grass 4.26% Panicum virgatum Prairie Switch Grass 1.25% Scirpus otrovirens Dori,: Green Bulrush 9.617. Scirpus cyperinus Wo,lgr,-,ss 10.73 0 Scirpus pendulus Drooping Bulrush 8.887, Scirpus validus Softstem Bulrush 2.28% Spartino cypernus Prairie Cord Grass 1.47% GALLONS PER MINUTE AND AT NO LESS THAN 100 POUNDS PER SQUARE INCH PRESSURE. A MINIMUM OF 1,000 GALLONS OF SLURRY 100.00% Forbs SUSPENSION IN THE WATER. CALIBRATION OF THE HYDRAULIC SEEDING EQUIPMENT SHALL BE ACCURATE. THE SEED SHALL BE APPLIED Alisma subcordoto Common Mud Plantain 8 92% Asclepias incarnota Swamp Milkweed 0.69% Aster firmus Shining Aster 2.65% Aster novae-angliae New England Aster 4 88% Aster puniceous Bristly Aster 2.88% E3idens cern (,assio hebecorpe Nodding Bur Marigold 1 ttP Lupotorium moculatum Wild Senna Spotted Joe Rye Weed 0.21 % 5.78 Eu otorium -Common Boneset 4.617. Helenium outumnale Sneezeweed 4.62% 62% Iris virginica Shreve; Blue Flog Iris 0 Lobelia cardinolis Cardinal Flower 7.41% Lobelio siphilitico Great Blue Lobelia g gg% Ludwigio altemifolia Seedbox 8.55 Mimulus ringens Penthorum, sedoldes Monkey Flower 11 29% Physostegia virginiono Ditch Stonecrop Obedient Plant 8.55% 1.48% Sogittoria latifolia Common Arrowhead 6.07 0 Solidago ridellii Tholyctrim dasycarpum Ridell's Goldenrod 1.21% Verbena hastato purple Meadow Rue 0.54" ✓ernonio oltissima Blue Vervain Smooth Tall Ironweed 7,71% L2Q71 Temporary Cover Grasses LEAF SPECIES THE PROCEDURE INVOLVES COVERING THE DORMANT PLANTS WITH MOIST PACKING MATERIAL AND 100.007% Agrostis albo Agrostis olba polustris Redtop 40 74% Aveno sativa C reeping Bent 32.09o- IS TO BE COMPLETED IN THE SPRING AFTER DANGER OF FROST IS PASSED) OR FALL OF THE YEAR. SHOULD Seed Oats ^27.171; SAPER00T MATEP`AL MAY BE PLANTED IN THE SUMMER WITH APPROVAL FROM EARTH SOURCE, 100.00% THE SEED MIXES MAY BE ORDERED FROM HEARTLAND RESTORATION SERVICES, INC., FORT WAYNE, INDIANA, 46825 219-489-8511 (OR APPROVED LOCAL SOURCE) GENERAL SEEDING REQUIREMENTS THE SITE WILL BE IN THE FOLLOWING CONDITION: 1, THE GRADE WILL REMAIN AS EXISTING. 2. THE SOIL WILL BE RELATIVELY FREE OF RIVULETS, GULLIES, CRUSTING, AND CAPING, AND WILL BE FRIABLE. 3. THE SITE IS TO BE NON -FLOODED. SEEDING TIME THE SEED WILL BE APPLIED, FOLLOWING SEED BED PREPARATION, IN THE SPRING OF THE YEAR UNTIL JUNE 30TH. SEED MAY ALSO BE APPLIED BETWEEN JULY t AND SEPTEMBER 15TH; HOWEVER, THE CONTRACTOR MAY DESIRE TO IRRIGATE THE SEEDING AREA AS NEEDED TO ENHANCE SEED GERMINATION AND ESTABLISHMENT DURING THIS PERIOD. BETWEEN SEPTEMBER 16 AND FREEZE UP. THE SEED MAY BE APPLIED AS IN THE SPRING. AFTER FREEZE UP, SEED MAY ONLY BE APPLIED BY DRILLING WITH A RANGELAND TYPE GRASS SEED DRILL. SEEDBED PREPARATION SEEDBED PREPARATION METHODS SHALL BE APPROVED BY EARTH SOURCE, INC. THE PREPARED SEEDBED MUST BE INSPECTED BY EARTH SOURCE, INC. BEFORE PLANTING MAY BEGIN. CULTIVATION SHALL BE ACCOMPLISHED AT SUCH A TIME THAT SEEDING MAY OCCUR, IMMEDIATELY FOLLOWING CULTIVATION. IF RAIN OR OTHER CONDITIONS CREATE LESS THAN IDEAL PLANTING SITUATIONS (I.E.. FROZEN OR MUDDY SEED BED), IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM EARTH SOURCE, INC. OF THESE CONDITIONS. EARTH SOURCE, INC. WILL ADVISE THE OWNER OF THE FOLLOWING OPTIONS, iW 1 A. USING NO -TILL DRILL, DRILL INTO SEMI -FROZEN GROUND. B. PLANT PLUGS AT THE RATE OF 100 PLUGS PER POUND PER INDIVIDUAL SPECIES. u� C. WAIT FOR IMPROVED CONDITIONS.cc THE SCRUB/SHRUB AREAS. SHOULD OPTIONS A OR B BE SELECTED BY THE OWNER, THE RESTORATION CONTRACTOR MAY REQUEST A CHANGE ORDER FOR AN ADJUSTMENT F' IN THE CONTRACT SUM, cu SEEDING METHODS u GENERAL; THE SEED SHALL BE APPLIED USING NO FERTILIZER OR AGRICULTURAL LIMESTONE. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL v z BY EARTH SOURCE, INC. A PLAN AND SCHEDULE FOR SEEDING AT LEAST TWO WEEKS PRIOR TO THE COMMENCEMENT OF WORK. FOR BROADCAST SEEDERS, NO SEEDS SHALL BE SOWN DURING HIGH WINDS OR WHEN THE SEEDBED IS NOT IN PROPER CONDITION FOR SEEDING. PRIOR TO STARTING WORK, ALL SEEDING EQUIPMENT SHALL BE CALIBRATED AND ADJUSTED TO SOW SEEDS AT THE PROPER SEEDING RATE. EQUIPMENT SHALL BE OPERATED IN A MANNER TO ENSURE COVERAGE FOR THE ENTIRE AREA TO BE SEEDED. THE FOLLOWING SEEDING OPTIONS ARE IN ORDER OF PREFERENCE. o 4, ALL PLANT MATERIAL SHALL COMPLY WITH THE STATE AND FEDERAL LAWS WITH RESPECT TO INSPECTION FOR PLANT LL DISEASES AND INSECT INFESTATIONS. 5 EACH SPECIES SHALL BE HANDLED AND PACKED IN THE MANNER APPROVED FOR THIS PLANT. ALL PRECAUTIONS THAT a DROP -SEEDER METHOD: IF A DROP -SEEDER METHOD OF SEEDING IS USED, WITHIN TWELVE HOURS OF SEEDING IF CONDITIONS PERMIT OR w AS SOON THEREAFTER, AS IS PRACTICAL, SEEDED AREAS SHALL BE ROLLED AT RIGHT ANGLES TO THE RUNOFF WITH AN APPROVED U LAWN TYPE ROLLER TO COMPACT THE SEEDBED AND PLACE THE SEED IN CONTACT WITH THE SOIL, OR INCORPORATED INTO THE SOIL BY "TRACKING" CULTIPACKING, BY WITH A TRACKED VEHICLE, OR BY HAND RAKING. s PLANTS. PLANTS ARE TO BE OBTAINED FROM A MIDWEST SOURCE OF THE SAME HARDINESS ZONE AS THE PROJECT SITE 0 NO -TILL OR DRILL METHOD: IF A RANGELAND TYPE GRASS DRILL OR NO -TILL PLANTER IS USED, ROLLING OF THE SEEDBED WILL NOT z BE REQUIRED. DEPTH BANDS ARE TO BE SET BETWEEN 1/4 INCH AND 1/2 INCH FOR PROPER SEED PLANTING DEPTH. CALIBRATION OF EQUIPMENT SHALL BE ACCURATE. LATITUDE (HARDINESS ZONE). THE PLANTS SHALL BE KEPT DORMANT UNTIL PLANTED (UNLESS OTHERWISE INSTRUCTED Q BROADCAST METHOD: IF A BROADCAST METHOD OF SEEDING IS USED, THE FOLLOWING REQUIREMENTS SHALL BE MET. SEED SHALL M BE MIXED WITH A "CARRIER" MATERIAL SUCH AS CLEAN DRY SAND, OR CAT BOX LITTER AT A RATIO OF 2 PARTS CARRIEF TO 1 PART 1 I I SEED (BY VOLUME). WITHIN TWELVE HOURS OF SEEDING, IF CONDITIONS PERMIT OR AS SOON THEREAFTER AS IS PRACTICAL, SEEDED I -t- AREAS SHALL BE ROLLED AT RIGHT ANGLES TO THE RUNOFF WITH AN APPROVED LAWN TYPE ROLLER TO COMPACT THE SEEDBED AND PLACE THE SEED IN CONTACT WITH THE SOIL, OR INCORPORATED INTO THE SOIL BY CULTIPACKING, BY "TRACKING" WITH A TRACKED VEHICLE, OR BY HAND RAKING. CONTRACTOR'S RESPONSIBILITY HYDROSEEDING THE HYDRAULIC SEEDING EQUIPMENT SHALL INCLUDE A PUMP RATED AND OPERATED AT NO LESS THAN 100 GALLONS PER MINUTE AND AT NO LESS THAN 100 POUNDS PER SQUARE INCH PRESSURE. A MINIMUM OF 1,000 GALLONS OF SLURRY SHALL BE USED. THE TANK SHALL HAVE A MECHANICAL AGITATOR POWERFUL ENOUGH TO KEEP ALL MATERIALS IN A UNIFORM SUSPENSION IN THE WATER. CALIBRATION OF THE HYDRAULIC SEEDING EQUIPMENT SHALL BE ACCURATE. THE SEED SHALL BE APPLIED IN 1 APPLICATION WITHOUT MULCH. APPLY SEED AT FULL. MANUFACTURER'S RECOMMENDED RATE PER ACRE, THE SLURRY SHALL BE tom) O APPLIED IN SUCH A MANNER AS THE SEED WILL BE FORCED DIRECTLY INTO THE SOIL; NOT APPLIED AERIALLY. WITHIN TWELVE HOURS < _ OF SEEDING, IF CONDITIONS PERMIT OR AS SOON THEREAFTER AS IS PRACTICAL, SEEDED AREAS SHALL BE ROLLED AT RIGHT ANGLES TO THE RUNOFF WITH AN APPROVED LAWN TYPE ROLLER; TO COMPACT THE SEEDBED AND PLACE THE SEED IN CONTACT WITH THE SOIL, OR INCORPORATED INTO THE SOIL BY CULTIPACKING, BY "TRACKING" WITH A TRACKED VEHICLE, OR BY HAND RAKING �) CONTRACTOR'S RESPONSIBILITY W THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF QUALITY SEED ACCORDING TO THE PLAN AND SPECIFICATIONS T (L UNDER THE CONTRACT. THE OWNER HAS THE OPTION TO REQUIRE THAT A GUARANTEE BE PROVIDED BY THE CONTRACTOR. SHOULD A j�-" GUARANTEE BE REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR THE SATISFACTORY GROWTH OF GRASS, FORBS, AND CAREK `J SPECIES, ON AREAS PLANTED UNDER THE CONTRACT, UNTIL FINAL ACCEPTANCE. FINAL ACCEPTANCE OF THE WORK WILL BE DETERMINED n 1 IN LATE SUMMER, FOLLOWING THE FIRST WINTER DORMANCY. EACH PLANT COMMUNITY ZONE SHOULD ATTAIN A MINIMUM OF 40% SURVIVAL OF THE TOTAL NUMBER OF SPECIES SEEDED. AREAS NOT MEETING THESE EXPECTATIONS WILL BE RESOWN OR REPLANTED BY THE CONTRACTOR DURING THE NEXT SEEDING SEASON. 9 PLANTING WOODY CUTTINGS DESCRIPTION THIS WORK SHALL CONSIST OF FURNISHING, TRANSPORTING, AND INSTALLING WOODY CUTTINGS FOR THE ESTABLISHMENT OF THE SCRUB/SHRUB AREAS. GENERAL REQUIREMENTS THE SITE WILL BE IN THE FOLLOWING CONDITION: 1. THE GRADE WILL BE SHAPED TO THE ELEVATIONS SHOWN ON THE PLANS. 2. THE SITE MAY BE DRY, SATURATED, OR SHALLOWLY INUNDATED. MATERIALS ALL PLANT MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS: 1. PLANTS SHALL BE FREE FROM INSECTS AND DISEASES AND SHOW APPEARANCE OF NORMAL HEALTH AND VIGOR. 2. EACH PLANT TO CONTAIN AT LEAST THREE VIABLE LEAF BUDS. 3. PLANTS SHALL TRUE TO BOTH GENUS AND SPECIES NAME AS SPECIFIED, 4, ALL PLANT MATERIAL SHALL COMPLY WITH THE STATE AND FEDERAL LAWS WITH RESPECT TO INSPECTION FOR PLANT DISEASES AND INSECT INFESTATIONS. 5 EACH SPECIES SHALL BE HANDLED AND PACKED IN THE MANNER APPROVED FOR THIS PLANT. ALL PRECAUTIONS THAT ) ARE MARY r T .,US O IN GOOD TRADE PRACTICE SHALL BE TAKEN TO INSURE THE ARRIVAL OF THE PLANTS IN GOOD CONDITION. �l 1 p 6. IMMEDIATELY UPON COMMENCEMENT OF THE PROJECT, THE CONTRACTOR, SHALL SUPPLY' TO EARTH SOURCE, INC., THE: NAME AND LOCATION OF THE PLANT SUPPLIERS ALONG WITH THE ORIGIN OF EACH OF THE VARIOUS KINDS OF ' J PLANTS. PLANTS ARE TO BE OBTAINED FROM A MIDWEST SOURCE OF THE SAME HARDINESS ZONE AS THE PROJECT SITE 7. SEE PLANT LIST ON RESTORATION PLAN FOR PLANT MATERIALS TO BE PLANTED. PLANTING TIME 1, THE CONTRACTOR SHALL INSTALL WOODY CUTTINGS IN THE SPRING, SUMMER OR FALL OF THE YEAR. WOODY PLANT MATERIAL WILL BE PURCHASED FROM GROWER -NURSERIES LOCATED WITHIN THE MIDWEST REGION AND OF SIMILAR LATITUDE (HARDINESS ZONE). THE PLANTS SHALL BE KEPT DORMANT UNTIL PLANTED (UNLESS OTHERWISE INSTRUCTED ( n BY THE SUPPLIER FOR CERTAIN SPECIES). ALL PLANTS SHALL BE KEPT MOIST AND COOL AND NOT BE SUBJECT TO v o FREEZING, DRYING, OR WARMING, 1 I I PLANTING PROCEDURES I -t- 1. THE WOODY CUTTINGS SHALL BE PLANTED ACCORDING TO THE RESTORATION PLAN, NOTES, AND PLANT LIST. 2. PLANTS SHALL BE PLACED IN A PLUMB POSITION, WITH THE LEAF BUDS POINTED UP, AND INSERTED INTO THE SOIL AT A DEPTH OF 6 IN. TO 12 IN. CONTRACTOR'S RESPONSIBILITY THE CONTRACTOP, SHALL BE RESPONSIBLE FOR THE SATISFACTORY GROWTH OF WOODY CUTTINGS, ON AREAS PLANTED UNDER THE CONTRACT, UNTIL FINAL ACCEPTANCE. EARTH SOURCE, INC. VALL ANNUALLY MONITOR THE SUCCESS OF THE MITIGATION PLANTINGS FOR A PERIOD OF 3-5 YEARS WHEN PECUIRED BY THE PERMITTING AGENCY, THE FINAL ACCEPTANCE OF THE WORK WILL BE DETERMINED AT THE END OF THE FIRST MONITORING PERIOD FOLLOWING INSTALLATION. IF 75 % OF THE WOODY MATERIALS (PER SPECIES) ARE APPARENT AND ALIVE, THE WORK WILL BE ACCEPTED. ANY WOODY SPECIES tom) O DEEMED BY EARTH SOURCE, INC. AS NOT INSTALLED CORRECTLY, SHALL BE REPLACED Bi THE CONTRACTOR. < _ 4 9 PLANTING NURSERY STOCK. DESCRIPTION �) THIS WORK SHALL CONSIST OF FURNISHING, TRANSPORTING, AND INSTALLING BARE ROOT AND CONTAINER W TREES AND BAREROOT SHRUBS, OR OTHER MATERIALS REQUIRED FOR THE ESTABLISHMENT T (L OF THE RESTORATION AREA; (2) POST -PLANTING MANAGEMENT UNTIL RELEASED BY EARTH SOURCE, INC., AND (3) j�-" REMEDIAL OPERATIONS IN CONFORMANCE WITH THE PLANS AS SPECIFIED IN THIS SPECIFICATION OR AS DIRECTED `J BY EARTH SOURCE, INC. n 1 GENERAL REQUIREMENTS THE SITE WILL BE IN THE FOLLOWING CONDITION: 1 THE GRADE WILL BE SHAPED TO THE ELE ,ATIOv SHOWN ON THE PLANS. 2. SEEDING AN EROSION CONTROL MEASt'R� S WILL 5E COMPLETED. /�) MATERIALS ALL PLANT MATERIALS SHALL MEET THE FOLLOWW - REQUIREMENTS, 1. SEE "PLAN? AND MATERIALS LIST" FOR QUANTITIES, SIZES, AND QUALITY OF SPECIES TO BE PLANTED. 2 PLANTS SHALL BE FREE FROM INSECTS AND DISEASES AND SHOW APPEARANCE OF NORMAL HEALTH AND VIGOR,. 3 PLANTS SHALL BE TRUE TO BOTH GENUS AND SPECIES NAME AS SPECIFIED - 4 ALL PLANT MATERIAL SHALL COMPLY WITH THE STATE AND FEDERAL LAWS WITH RESPECT TO INSPECTION FOR PLANT DISEASES AND INSECT INFESTATIONS. 5. EACH SPECIES SHALL BE HANDLED AND PACKED CAREFULLY. PRECAUTIONS SHALL BE TAKEN TO INSURE THE YAY�����t111111f ARRIVAL OF THE PLANTS IN GOOD CONDITION. 6. IMMEDIATELY UFON COMMENCEMENT OF THE PROJECT, THE CONTRACTOR SHALL SUPPLY TO EARTH SOURCE INC., THE NAME AND THE �,• '•" ''•.� /j LOCATION OF PLANT SUPPLIERS ALONG WITH THE ORIGIN OF EACH OF THE VARIOUS KINDS OF PLANTS. PLANTS ARE TO BE OBTAINED FROM Q •' �GISTe�,,r��l�/r = Q✓ 4 MIDWEST GROWER NURSERIES OF THE SAME HARDINESS ZONE AS THE PROJECT S!T'E. `U .-'• _ No. r 7. THE CONTPA _'TOR MUST "SWEAT" HACKBERR r (CELTIS OCCIDENTALIS) AND OAS SPECIES (QUERCUS) PRIOR TO r r : 920011 PLANTING SWEATING OF DORMANT ROOTSTOCK FORCES BUD AND LEAF DEVELOPMENT TO OCCUR ON DIFFICULT TO V- LEAF SPECIES THE PROCEDURE INVOLVES COVERING THE DORMANT PLANTS WITH MOIST PACKING MATERIAL AND STATE OF •, ,✓ 4t` ✓ `� PLASTIC, ONCE THE DORMANT BUDS BEGIN TO SWELL, THE TREES ARE READ? TO PLANT. O '•, oIoN •' • /�/� se '' PLANTING TIME .. • ' `�~����� THE CONTRACTOR SHALL INSTALL BARE ROOT OR CONTAINER GROWN STOCK IF PLANTING ��%�pEt11ARG�X IS TO BE COMPLETED IN THE SPRING AFTER DANGER OF FROST IS PASSED) OR FALL OF THE YEAR. SHOULD PLANTING OCCUR IN THE SUMMER, WOODY PLANT MATERIAL WILL BE CONTAINER GROWN. SAPER00T MATEP`AL MAY BE PLANTED IN THE SUMMER WITH APPROVAL FROM EARTH SOURCE, INC., HOWEVER, FOLLOWING INSTALLATION, THE CONTRACTOR MAY DESIRE TO IRRIGATE THE WOODY PLANT LO�l MATERIAL AS NEEDED DURINCG THIS PERIOD. ALL PLANTS SHALL BE KEPT MOIST AND COOL AND NOT BE SUBJECT TO dote:8 FREEZING, DRYI�iG, OR OVERHEATING. SHOULD PLANT SHIPMENTS ARRIVE MORE THAN ONE WEEK PRIOR TO TIME OF PLANTING, THE BARE ROOT MATERIAL SHALL BE "HEELED -IN" IN SAND, SAWDUST. OR WOOD CHIPS AND WATERED THOROUGHLY AND REGULAR,`.r UNTIL TIME OF PLANTING. revisions: PLANTING PROCEDURES 1, THE WOODY TREES AND SHRUBS SHALL BE PLANTED ACCORDING TO THE RESTORATION PLAN, NOTES, PLANT LIST, AND DETAILS. 2 FOR SEEDLING INSTALLATION, SEEDLINGS MAY BE PLANTED THROUGH THE EROSION CONTROL BLANKETS USING A PLANTING BAR TO OPEN A HOLE LARGE ENOUGH FOP. THE PLANT'S ROOT SYSTEM. FOR LARGER BARE ROOT STOCK, CUT A HOLE IN THE BLANKET TO PROVIDE ROOM TO EXCAVATE A PLANTING HOLE LARGE ENOUGH TO ACCOMMODATE THE TREE'S ROOT MASS, 3. PLANTS SHALL BE PLACED IN A PLUMB POSITION AND SET AT THE SAME DEPTH AS GROWN IN THE NURSERY FIELD. name 4. PLACE ONE SLOW RELEASE FERTILIZER TABLET IN EACH SEEDLING PLANTING HOLE AND TWO TABLETS IN EACH CONTAINER file PLANTING HOLE WITHIN SIX (6) INCHES OF THE SOIL SURFACE AS SHOWN ON PLANTING DETAIL. SpPCS, V WG 5. AFTER FIRMLY BACKFILLING THE PLANTING HOLE, PLANTS SHALL BE GENTLY RA!SED AND TAMPED TO ASSURE no: PROPER CONTACT WITH THE SOIL. project 6. IMMEDIATELY FOLLOWING PLANTING, EACH INDIVIDUAL PLANT SHALL BE WATERED THOROUGHLY AND THEN 9901004 RECHECKED FOR PROPER SETTLING. SHEET 3 OF 3 r/ 1 � a C 0 C 0 W c c :J Q� E 3 f o O C I 24' a a. O -Ring gasket, Asphaltic- mastic or Butyl rubber at Joints. �9 Owner provided new casting Rim Elev. 901.0 t VIF> 24' to 48' Dia. Concrete Flat Reducer Gap. 45' Dia. Precast Concrete Sect ions Conc, flowline by Phase 2 Contractor Owner provided precast concrete manhole, precast sections are on-site available for inspection. Contractor shall core new openings to accept underdrair at elevations indicated on plan and pour Flowline as necessary. Standard Precast 1"1anhole &Cale- 1/2" = 1'-0'' 77 3 *lax. - - --- --- �, I! I I I �I =11ICIII-1 Topsoil backfill Wrap trench in geotextile fabric per specifications "S washed gravel or approved equal i .-- Com" topsoil o. 0 od °CC p o ofl *a aogregate 0 01 l0' .S clijQe Geotextile fabric per blanket requirements cr p 0. specifications y j O slopes �' O -- ° 8 & o Perforated drain tile, size as oc. O, 5 indicated on pian view gee cnl o'c�-c� p specifications yes _ \D I d) Replace top 6' 5 ° ° ° Typical playing field under drain Typ i ca l Unclerbra M in Lawn o 1 -- 5 Not to &Ca le 15' 3 ^rax. IT See Erosion Control Plan Notes: 1. Desirable side slopes are 5:1. The maximum side slope shall be 3:1 as shown. 2. Detail of swaie is typical for ewales without underdrain. Tin l 5wa le and Urberbra i� Data 11 yp Not to &ca le ®°0 a ° Radius x I for erosion control 0 � 8� I l0' - '&G no blanket requirements cr p ° ° °° °° C -9.0 o- 0 o ' 0 o slopes �' O 3 15 oc. yes a 5 e 4 p ° °° yes _ \D I d) Replace top 6' 5 ° ° ° o B Q� with topsoil 5' o yes -- 5 "1 15' 5' ca c°' 5 � 8 15' NA nc A 5 d' I 13' IUnderdrain no A 5 pipe on shaped bottom or 4' of 0a washed gravel beneath tile. See Plan View for pipe size and specifications For pipe requirements. Notes: 1. Desirable side slopes are 5:1. The maximum side slope shall be 3:1 as shown. 2. Detail of swaie is typical for ewales without underdrain. Tin l 5wa le and Urberbra i� Data 11 yp Not to &ca le Flnish grade � Stone Finish Grade i IA Compacted agoregate Limestone Boulder Pa Ver Cc cr Lehr,enci Paver Circle Radius W Radius x I 1 Color Y 0 � 8� I l0' - '&G no °°O 100 p 2 o- Q -9.0 o- 0 o ' 0 no 0 _ - Og'C �' O 3 15 oc. Flnish grade � Stone Finish Grade i IA Compacted agoregate Limestone Boulder Pa Ver Cc cr Lehr,enci Paver Circle Radius W Radius x Planting Area 1 Color Y Color Z I l0' NA no I B I C 2 I 6' NA no A 5 3 15 5' yes a 5 e 4 15' 5' yes 5 C 5 15' 5' yes B C 6 5' 5' yes A 5 "1 15' 5' yes 5 D 8 15' NA nc A 5 9 13' NA no A 5 •- See Planting Plan C-204 for typical planting in paver circles. - Paver colors A, 5, G, 4 D per specifications *' Paver circles 1 t 2 located by cover sheet key map lCs 4 Conc, band 9 cont. pavers CSI - concrete Lu/seeded aggregate, 2'-0' width, typ, see specifications 5 Conc. pavers C501 - precast conic. paver nt color 'Y' a ea s Conc. avers abol - precast toric. paver color 'Z' Center band around is gout line, typ. v r,..�avi�c� Vattern Circles idvane, I/8' aluminum, powder coat finish; Jualize weight 3' diam. aluminum rod, powder coat finish diam. aluminum rod, powder fat Finish atherproof bearing assembly; design to cw bearing to be replaced as necessary " id. minimum ' slope dia. CCA treated lumber, pressure ;hed to remove all dislodgeac?e arsenic ;i sanded to remove all rough eo!@et iin green with penetrating stain color to selected by Architect/>✓ngineer ^Inl9h grade Gast-ln-place concrete Ali= —1 "Corr" Fo le Structure �-- Concrete pavers, see specs. / Sand swept joints i Asphalt bituminous setting bed, see specifications 3' Reinforced concrete slab with Co'x&' IO/10 wu.m. or fiber reinF, score per la out pian and slope to drain per grgding pian 3' compacted *�-3 coarse aggregate Compacted subgrade, per specifications Verify d m. with actual pa ver co thic+cress t0 O a v v�% ° v °-d- oo cP 0 0 �- / SCHMIDT ASSOCIATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. 202-004 Project Date March 12 2001 Produced GMF Seeded aggreage concrete, see specs. Revision Date ins' dia. by 12' long smooth steel dowel 6 24' O.G. G Concrete pavers per detail No '/a' expansion joint material 3' compacted 053 aggregate Compacted subgrade per specs Concrete band concrete pavers E�r•araion joint - I;'4' efpansion joint material w sea iart. i/2"dia., a, long smooth steel dc-e's .9 24' o.c. Concrete pavement - see details 4/CLBC' and 5%CL5C1 e c d / d c n 4 o ca 4T o e 3s l,0 0 0 8• 4' compacted "z + !! ccarss aaGreaa•e —i i— Compacted sub_orads. - per spec.:. Exoar5 an Joint Detail Scale: 1" = 1'-0" walk ✓sr reir`orcirio c' G" x ea u•r broc- finish ce-cenoi€zhrr tc .ra ; is flc- runless ..hervuise noted a a Cr. :ne L-)rawfrnqs. 06 a O- -A 4" cc^ pactec �� --1 I I � cC�•�'� a.J- `.o=_ tic Compacted sui✓G'aaQ. - per spec s Concrete Fa v in Detail Z 1-0 Fin. grade wear,r,o course. =*' bindirq course - 1 t �-_jj l I4-ill —� 1 I I—� • —� 1 i`, ,--_ ( coarse QGorec'�ate in two c rclled sL;to aoe. per spec- Sta�ola rot �s �a It �'a v iso 1��ta i l * A29900014 E. E. Mill �, STATE OF �E615TEq�G * No. 199ON65 STATF *VF pa N ktI. S�QNAl- Tress Drawings and specifications, and all copies thereof are and sha!i remain the property and copyright of the Architect. They shati be used only with respect to this Project and are not to be used or any other Project or Work without prior written permission from the Ardiftect West Park Site Phase 2 testa ! & t ai C C 3 0 Cr vi m t7 L N 0 a a a c 0 u3 :n U U C 0 CL0 L.: E 0 M u; a X Q 0 _Z Z U I 0 ! CL 0 Turned down slab - w/ Co' x ro,- wl.4xw1.4 wwf - on compacted granular fill v B 0.0. Oct ofy� �q o Q a d °)_ffl d —III—O4 CTurr DoLur 51ab `' CJGcilp i/2" = 1'-C" 6tee! column 23,4" dia, anch,_-r bolts i5' long w!3' -z' prcJ. and 3' % hook 4' cone. s lab - w', 6x6 wl.4xwl.4 wwf on r compacted granular fill �4` (solation joint il=(li 1.01, 2O'x2© colic. pier w/ 4-07 vert, and 03 ties 10 1= 1 a, O,C. 4' x 4'-0' x 1'-0 `, A_ — conc. footing w/5-05 ea. -- _ way 'I I I- '. �� ♦.f. � A I Compacted subgracie. _ cp Shelter Fourid a t f or ,1 Scale, 1/2" = I' -C" (2) 2'x6' wood members w/ wire mesh between. staple wire mesh to frame. - cut inside edge at 45'. Wire mesh 2'4' mullions 3'-`. (2) 2'x6' wood members j w/ wire mesh between, - cut inside edge at 45`. is NOTE: Counter sink 4 seal all nails. I�ecora t 1 ve UJirbow 5Ca le: 1" = 1'-0" 41 - .eel plate L -bracket .hor to wa 11. 4 .eel plate bracket sides of trellis. /4'4' bolts. Trellis poor 5Ca le: 1/2' = 1'-0" wood frame n esh Wood cross brace Wire mesh 2' deep channel to accept wire mesh. /4' Steel plate L -bracket l.ivf KfwC. LtvrI vetail UJ Wall Detai .,Cale: 1/2, = 1, -Ch 2"x6' Frame 2'x2' mullion Wire Mesh Shelter Wall Bra cket - 1/4' steel plate. - w/ (i) 1i4'0 carriage bolts. Decorative Truss both ends of shelter - Vx8" member. - w/ 1i4'do carriage baits 24' o.c. I2 sealant as manur acturea Cy L cntroi, mc. on Beam - w/ (2) 04 cont, Exposed ends of block wail shall have smooth face. clored, 8'x8'x16' faced (one sided) C.M.U. to match existing ui!ding. Bond Beam - w/ (2) 04 cont, clored, Vx8'xl(o' rey CPILI, to match 3troom building. Decorative 'Window' 8, _get - 2'x6' frame w/ 2'x2' mullions. see deta 11, - attach to decorative truss w/ galvanized wood screws. Wire Mesh 11 gauge (.1200, welded wire mesh, hot dipped gal✓anized wire openings steel plate. • '�� - w/ (4? i/4'0 carriage bolts. Precast concrete wall cap - pin to wall w/ 6' s.s. pins• - grout color to match block - whits block shall utilize white 1p' mortor w/ white sand aggregate. /---- U -block / Bond beam ;l>,; - W/ (2) 04 bars continuous. 'I - grout solid_ • 6* split faced block 4 - rough face to exterior of shelter. vesrt. bars * 8' rs oz. r J - hor2. reinforcing * I6' o,c. Fin. grade - grout all cells solid. liFill �- Wing wall opposite end Corc. rooting wl (4) S bars continuous. �) I i I � � � - wI Mb bars l6' o.c. -1i 1— I -1'-2•I i t I 11=� � � I•I in• Csrade — — -- NOTE UJ Wall Detai .,Cale: 1/2, = 1, -Ch 2"x6' Frame 2'x2' mullion Wire Mesh Shelter Wall Bra cket - 1/4' steel plate. - w/ (i) 1i4'0 carriage bolts. Decorative Truss both ends of shelter - Vx8" member. - w/ 1i4'do carriage baits 24' o.c. I2 sealant as manur acturea Cy L cntroi, mc. on Beam - w/ (2) 04 cont, Exposed ends of block wail shall have smooth face. clored, 8'x8'x16' faced (one sided) C.M.U. to match existing ui!ding. Bond Beam - w/ (2) 04 cont, clored, Vx8'xl(o' rey CPILI, to match 3troom building. Decorative 'Window' 8, _get - 2'x6' frame w/ 2'x2' mullions. see deta 11, - attach to decorative truss w/ galvanized wood screws. Wire Mesh 11 gauge (.1200, welded wire mesh, hot dipped gal✓anized wire openings steel plate. • '�� - w/ (4? i/4'0 carriage bolts. SCHMIDT A SQOI ES Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No, 2 001- 004 Project Date March 12 2001 Produced GMF Revision Date 'hese Drawings and Specifications, and ail copies thereof are and wait reran the property and copyright or the Architect. *hey she> be used only with respect to this Project and are not to be used or any other Project or Work without prior uritten pemimon from the Architect. West Park Site Phase 2 All work shown this page is part of Alternate 2 Shelter beta Ile - ,4Iterna to 2 C - �02 Shelter fame and decking l I - see C3031, detail I for information. I - submit shop draWinet for approval. Masonru Wall -� I Split faced block wall - see de to Trellis S opposite end I �- Wing wall opposite end in• Csrade — — -- NOTE 1,; All hardware associated with the 6' I Opening 6' decorative truss 4 trellis shall be hot Tr Trellis Door - ellisro'xro'timber frame. dipped galvanized steel including bolts, brackets and screen material. - 2'x4' cross braces. - see detail, 2,) All wood associated with the decorative truss 4 trellis shall be Wire Mesh - it gauge (.1200) welded wire mesh, hot dipped galvanized w/ wire appearance grade rough sawn western red cedar ; r s wr.cJ stained to match the restroom building. opening, 3 ) Contractor to submit shop drayings to Landscape Architect for approval prior to fabrication. End Elevaticr 1 & f li SCHMIDT A SQOI ES Wil-Fra-Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No, 2 001- 004 Project Date March 12 2001 Produced GMF Revision Date 'hese Drawings and Specifications, and ail copies thereof are and wait reran the property and copyright or the Architect. *hey she> be used only with respect to this Project and are not to be used or any other Project or Work without prior uritten pemimon from the Architect. West Park Site Phase 2 All work shown this page is part of Alternate 2 Shelter beta Ile - ,4Iterna to 2 C - �02 n 'n X a� a� 0 c G E a� 0 m X d Z CD Z_ Z Z U a: c a C I u a C G Cr C r rf c C c� .0 c. `c a t C C 3 7 'c `a z K C LC I C i a c C I C C F- a LZ /or lees E.O.P., curb, gutter or similar Structure Min, 6' topsoil to en.:ure gra55 growth if not under pavement Within e,' of edge of pavement Flexible .Pipe 5ebb-In Not to Hca ie Asp4laltic mastic or butt'! rubber sea! oetween jointe Full rxeight manhole Steeps 65 specified 0 -ring 9woket a*ph&JtIC:r1OAjtfO or butylrubber Baal at joints Base h' or 8' per ssct'or concrete rings d (4 max.) �Sreater than 5' Corea t er than 5' from edge of pavement Eccentric cone or reducer cap a5, reci'd by site conditions Gone top to match adjusting ring profile NOTE: Concrete Manhole conforms to ASTM 0418. See Construction 5pecification5 for Alternate Materials. Precast concrete Sect i on Preformed hole to Max of l: -_'pe o.d. + (o' with ronoyink cement grout Bench walls at min. 112 - per foot slope mannC e t,aes C, rCJ3rd C Not tc Hca ie E.O.P., curb, gutter, or similar structure Min, a' topsoil to ensure grass growth Reaular backfill Minimum trench width 1.25X(o.d,) + 12' *S crushed stone or approved equivalent. Glass i bedding material hand tamped or walked into place. Pipe, see site plan for type and size Post - 2' x 2' wood or steel fence post w/ projections to fasten fabric - spacing (o' O.G. standard Filter fabric - woven or non -woven - no joints along length - staple or wire to posts CN m ro' x (o' trench to be backfilled Upsiope =, J Downs lo e and compacted- ; ( -- Maintenance: i, Inspect silt fence periodically (weekly) and after each storm event. 2, If fabric i5 torn or damaged or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence, or it is causing the fabric to bulge. 4. Take care not to undermine the fence durino sediment removal, 5, After the contributing area has been stabilized, remove the fence and remaining sediment, bring the disturbed area to grade, and stabilize. - � I i t FerC.e Sect i or 3 Sca fe: Not to Sca le _7 W1 1 , `-Filter fabric Rip Rap ,apron D 'B' borrow or equiv. 1 WI U11 granular material i s in compacted to 95% ft x.yi standard proctor max, dimity N$ 1"iinimum trench width No es 3 125x(odJ + 12' 12 6 * a Crushed 5tone or All bedding and initial 9 approved equivalent, backfill shall be installed in 9 Glass I bedding material 6' to 12' balanced lifts. hand tamped or waked A minimum of 9" of clearance Into place shall be provideci on each Pipe see Bite pan side of the installed pipe. for type and s!ze Beddinp and Backfill for water ma ins shall be sand in lieu of *S crushed stone. Within e,' of edge of pavement Flexible .Pipe 5ebb-In Not to Hca ie Asp4laltic mastic or butt'! rubber sea! oetween jointe Full rxeight manhole Steeps 65 specified 0 -ring 9woket a*ph&JtIC:r1OAjtfO or butylrubber Baal at joints Base h' or 8' per ssct'or concrete rings d (4 max.) �Sreater than 5' Corea t er than 5' from edge of pavement Eccentric cone or reducer cap a5, reci'd by site conditions Gone top to match adjusting ring profile NOTE: Concrete Manhole conforms to ASTM 0418. See Construction 5pecification5 for Alternate Materials. Precast concrete Sect i on Preformed hole to Max of l: -_'pe o.d. + (o' with ronoyink cement grout Bench walls at min. 112 - per foot slope mannC e t,aes C, rCJ3rd C Not tc Hca ie E.O.P., curb, gutter, or similar structure Min, a' topsoil to ensure grass growth Reaular backfill Minimum trench width 1.25X(o.d,) + 12' *S crushed stone or approved equivalent. Glass i bedding material hand tamped or walked into place. Pipe, see site plan for type and size Post - 2' x 2' wood or steel fence post w/ projections to fasten fabric - spacing (o' O.G. standard Filter fabric - woven or non -woven - no joints along length - staple or wire to posts CN m ro' x (o' trench to be backfilled Upsiope =, J Downs lo e and compacted- ; ( -- Maintenance: i, Inspect silt fence periodically (weekly) and after each storm event. 2, If fabric i5 torn or damaged or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence, or it is causing the fabric to bulge. 4. Take care not to undermine the fence durino sediment removal, 5, After the contributing area has been stabilized, remove the fence and remaining sediment, bring the disturbed area to grade, and stabilize. - � I i t FerC.e Sect i or 3 Sca fe: Not to Sca le _7 W1 1 , `-Filter fabric Rip Rap ,apron D L 1 WI U11 T i s in ft ft ft in In 12 8 3 11 12 6 3'x3' 2C 9 29 18 9 Ma intsnance: I. Inspect rip -rap apron after each storm event for stone di6placement and erosion at sides and ends of the apron. 2. Remove and staollize excess sediment evident on apron. 3, Make repairs to the apron immediately. Use appropriate stone size and do not place above finished graoe. Outlet ro ec ion 2 Not to Sca le }� wrap ends of filter. Match top of filter `>r end to grade over f' pipe/end - sect ion. l rJtOne 1 ® � � , ril L7 r, C 27op (lever e`c Fine gravel- -, -Top of pipe elevation 3' Stone filter Provide full circle for inlets Flan View ( Not to 5ca 16,;-) Fine gravel face 2'-O° C (I ft. min, tKc+cness) ' —� ' 3 -in stone min. E pipe Section A -A (Not to 5C(31e) Maintenance 1. Inspect weskit' and after each storm event and remove sediment accumulation, 2. Inspect the Structure after each storm event and make needed repairs immediateiy 3 LIhen the contribiting drainage area has been stabilized, remove and dispose of any unstable sediment and construction materials, and re -stabilize. Pipe Inlet Rock filter SCHMIDT f/ f ASSO IATES Wil -Fra -Mar Building 320 East Vermont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No. 2001-00-4 Project Date March 12 2001 Produced QIF Revision Date eee Drawings and Specifications and ai cores tr-erecf are and sra!i rema,n the property and coopeht of the A^ nitect T1� snail be used only with respect to this Project and are not to oe used on any ot),e Pre,ect or Uicrk without pr!or wr,tter p�rmieeion from Vie ,4rctiitect. West Park Site Phase 2