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GENERAL NOTES AND SPECIFICATIONS
1. ALL STORM SEWERS SHALL BE CONSTRUCTED WITH REINFORCED CONCRETE PIPE CLASS III OR AS NOTED AND CONFORM TO A.S.T.M. C-76 OF
LATEST REVISION. ALL MANHOLES SHALL BE PRECAST CONCRETE CONSTRUCTION IN ACCORDANCE WITH STATE OF INDIANA SPECIFICATIONS.
2. SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAIL SHOWN.
3. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACES SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPACTED BY ��
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PROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL BE CONSTRUCTED THE SAME.$
4. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE SEPTIC FIELD SYSTEM, INCLUDING TEMPORARY
CONNECTIONS DURING CONSTRUCTION. CONSTRUCTION PLANS
5. ALL LOTS ARE TO BE SERVED BY PRIVATE SEPTIC FIELD SYSTEMS AND PRIVATE WELLS.
6. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE PRIOR TO PAVING.
7. ALL STREET CONSTRUCTION WITHIN THE LINES OF DEDICATED RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
HAMILTON COUNTY HIGHWAY DEPARTMENT.
8. PROPERTY LINE CORNERS OF STREET INTERSECTIONS ARE ROUNDED BY AN ARC HAVING A 20' RADIUS. PROPERTY LINES DRAWN HERRN ARIE
CARRIED TO THE P.I., OF THE ARC.
9. A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILLS HAVE BEEN GRADED SHALL BE SEEDED FOR SILT AND EROSION
PROTECTION.
10. THE LOCATION OF HOUSED (DEPICTED BY RECTANGLES) AND THE "FINISH GROUND GRADE" CONNECTED THERETO, ARE INTENDED AS GUIDE-LINES
ONLY, SHOWING HCS EACH LOT COULD BE GRADED TO DRAIN EFFECTIVELY. THE "FINISH GROUND GRADE" SHOULD HOWEVER, BE TREATED AS A -�
MINIMUM ELEVATION, AND THE SAME DRAINAGE PATTERN SHOULD BE MAINTAINED BUT ADAPTED TO THE PARTICULAR HOUSE SELECTED FOR EACH I I \ 1
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11. Ir SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF f I I \
ME WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS I I \
STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON I 9 I I \
IIIESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 10
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12. ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SU`L+' HOWEVER, I I I7
TO ANY MODIFICATION REQUIRED BY THE HAMILTON COUNTY SURVEYOR AT THE TIME INSTALLATION IS COMPLETED AND TO ANY ADJUSTMENTS W
NEEDED FOR FIELD CONDITIONS NOT ADEQUATELY ANTICIPATED BY THE DESIGN DRAWINGS. W
13. E ABOVE LOCATIONS OF RISERS, SUBDRAINS, INLETS AND STORM SEWER, ALONG WITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE I I \
iICORPORATED ON THE ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SUBMITTED TO THE HAMILTON COUNTY SURVEYOR'S6
OFFICE AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE. N
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SHEET NO. DESCRIPTION
-; I, COVER SHEET
2. BOUNDARY / TOPOGRAPHIC SURVEY
3, DEVELOPMENT PLAN
4, STREET PLAN AND PROFILE
ACRES— 13.561 � ��k 5. ENTRANCE PLAN j
6. OFFSITE STORM SEWER
�7, GENERAL DETAILS
LOTS-118. EROSION CONTROL PLAN
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AUTUMN WOOD
FARMS
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DECLARATION OF COVENANTS AND RESTRICTIONS
OF
AUTUMN WOOD FARMS
�SECONDARY PLAT
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C. Michael Verble Develo er�. ), has executed this Declaration of
Covenants and Restrictions (Declaration"), this 17th day of Februar j
1987, for the purpose of (1) establishing minimum standards
pert is ning to the development, use, and maintenance of certain real a) Height restriction. The Developer is of the opinion that the 2� --Inspection. The Developer may inspect work being performed to
estate in Hamilton County, Indiana, described in Exhibit A attached environmenta integrity of the community will be materially assure compliance with these Restrictions and applicable regulations. As used herein, the term "lot" means a lot depicted on the Plat.
hereto, incorporated herein and referred to herein asAutumn Wood lessened if the open nature of the community is damaged by a
Farms" and 11) ensuring the stability of land and improvement values proliferation of fences of excessive height. The Developer, GENERAL PROHIBITIONS 17) Deed of Dedication -Autumn Wood Farms.
in Autumn Wood Farms; and by such execution, Developer as the therefore, will, approve rear perimeter fences up to 4 feet in height r
1) In General. No noxious or offensive activities shall be carried on on A deed of dedication, in substantial) the following form, shall appear
owner of Autumn Wood Farms declares that the standards, covenants which otherwise meet these guidelines. The Developer will give Y g PP
and restrictions contained in this Declaration shall be imposed on, consideration, however, to a variance in this height limit where any Lot, nor shall anything be done on any of said Lots that shall on a"very final plat for a subdivision.
apply to and run with the real estate described in Exhibit A and shall the rear line of a lot abuts a major arterial roadway or other become or be an unreasonable annoyance or nuisance to any Owner of
ensure to the benefit of and be a charge upon the owners and clearly unique circumstances exist. The use of 6 foot fences another Lot. I, the undersigned,C. Michael Verble, owner of the real estate shown
occupants of such real estate. - around small patio areas of a backyard of a home in order to and described herein,. do hereby certify that I have laid off, platted and
2) Vehicle Parking. No trucks, camper, trailers, recreational vehicles, subdivided and do hereby lay off, plat and subdivide, said real estate in
secure privac for the immediate patio area will be permitted. boats, oat trailers or similar vehicle sshall be parked on an accordance within fat.
A Plat of the real estate described in Exhibit A as been recorded in The specific fence height restrictions are as follows: Lo p y street or P
�..., Plat Book ,Page in. the ice o the Recorder of t, unless the same shall be stored in an enclosed, attached garage.
Hamilton Count , Indiana, an all references here to the "Plat" are 1)' Property fencing and walls above rade shall not The subdivision shall be known Viand designated as Autumn Wood
P Y g g 3) Exterior Antenna. Unless specifically authorized by the Developer, Farms and addition to the City of Carmel, Hamilton County,
to such recordedyplat. exceed 4 feet above grade unless otherwise approved by no to evision, ra io or other antennas may be erected by an lot owner streets and alleys shown and not heretofore dedicated
y Indiana. All s e ,
the Developer. on the exterior of a house or on a lot. Satellite dishes absolutely must are hereby dedicated to the public.
The following standards, covenants and restrictions are be completely screened from view by means of approved fencing and
established for Autumn Wood Farms: 2) The Developer will not ordinarily approve any proposed landscaping and must be approved by Developer.
fence which exceeds 4 feet in Front and side yard building setback lines are hereby established as }x
height unless the rear line of shown on this plat, between these lines and the property lines of the
1) LAND USE. Lots may be used only for resi ential purposes and that lot abuts a major arterial roadway or offers some other 4) Garbage and Refuse Disposal. No lot shall be used or maintained
street, there shall be erected or maintained no building or structure.
onlyy one single family dwelling, a private ga ge and other such circumstances clearly unique to that lot. as a umping group or tras Rubbish, garbage or other waste shall
outbuildings usual and incidental to the use of a r sidential lot may be be kept in sanitary containers out of public view except at the times There are strips of round as shown on this plat and marked
constructed thereon. No portion of any lot may be sold or subdivided 3) Patio screens privacy fences shall not exceed 6 feet in when refuse collections are being made. All equipment for.storage or "easement" reserved for the use of public utilities for the installation of
such that there will be thereby a greater number of houses in Autumn height, except for pools and recreational fences as disposal of such materials shall be kept clean and sanitary. water and sewer mains, poles, ducts, lines, and wires, subject at all
Wood Farms than the number of original lots shown on the plat. provided herein. times to the proper authorities and to the easement herein reserved.
Streets: The streets, together with all existing future planting, trees b) Materaials and Finish. 5)• Animals. No animals, livestock or poultry of any kind shall be No ermanent or other structures are to be erected or maintained upon
raised red- or kept on any lot, exce t that dogs, cats or other saidp stri s of land but owners of lots in this subdivision shall take
and shrubbery thereon, as shown on the within pl;nd
t are _hereby dedicated to household pets may be ke p P
the • perpetual use of the public for proper roses, reserving to the 1 Wood fencingor screeningwill be allowed if the design P y pt provided that the are not kept, bred or their titles subject to the rights of the public utilities.
dedicators, P P P P g ) P� g P
their successors ore assigns the rever ion or reversions thereon, is in conformity with the architectural design of tFie maintained for any commercial purpose. The owners of such
whenever discontinued b law. permitted pets shall confine them to their respective lots so such that
y community.
they will not be a nuisance. p
2 BUILDING CONTROL. prior to constructs n of an structure 2) The installation of a chain link or other galvanized metal
u) on a lot, thebuildingpans therefore, including of plansysite storm fencing will not be permitted unless it is vinyl coated or 6) Storage Tanks. Any gas, propane, or oil storage in
used in
drainage and grading plan, specifications, plan for I ndscaping, and an covered with similar coated material. Black or dark green connection with a Tot shall be either buried or located in a garage or
g y are reg roved all other colors must be approved prior to house such that they are completely concealed from public view. The
other data or information which may be requeste must be submitted P pP pp P storage of an caustic chemicals is
to the Developer for its approval, said approval t be evidenced by a construction. b Y prohibited.
written instrument executed by the Developer a d delivered to the 7) T�e�myorary Structures and Outbuildings. No trailer,, shack, tent,
person or persons requesting such approval. 3) • All fencing of screening should preferably have boat, basement gra a or poser outbuildingmay be used at an time In witness whereof, C. Micheal Verble has hereunto caused its and their
P P q g pp finis� d material on both sides. If only one 1 side has ' g g y y '
Y ( ) as a residence, temporary or permanent, nor may any structure of a names to be subscribed this day of 1987.
Developer is authorized to determine wh ther the proposed finished materials, that side must face the public side of temporary character be used as a residence. No dwellinghouse
The p P P adjoining property. P y •
structures, plans and specifications show conformity and harmony of 1 g P P Y• constructed on any of the Lots shall be occupied or used for residential BY:
external design with existing structures, whethrr the building and 4 Walls above purposes or human habitation until it shall have been substantial) C. Micheal Verble
g g g ) grade should be constructed of natural com leted. The determination of whether the house shall have been
property set -back lines are in conformity 4th applicable plat stone, masonry, or attractive timber. P
requirements, and whether the proposed site orm draina a plan _ substantially completed shall be made by the Developer and such State of Indiana)
conforms to the overall project and lot drainage pl n as specifie in the 2 Size of Dwelling. The ground floor area of the main structure, decision shall be binding on all parties. No metal outbuildings shall be SS:
approved final construction plans for Autumn Wood Farrus. No shall -be not ess t an 2600 square feet in the case of a one story Permitted on arty Lot. All outbuildings must be of same design and County of Marion
charge will be made to any purchaser of a lot for examination of plans structure., nor less than 1500 square feet in the case of a two story materials as the primary structure.
or for giving approval for construction thereon. In the event the dwelling. The First and second floors of a two story or multi level Before me a notary public in and for the county and state personally
Developer does not indicate in writing its appro• al or disapproval of shall contain at least 3000. square feet. These square footages refer 8) SSign_ss.. No sign of any kind shall be displayed to the public view of appeared C. Micheal Verble and acknowledged the execution of the
plans submitted for its review within a period of fifteen (15) days after only to finished interior living space, excluding open patios, finished any lot except that one sign per builder and one per realtor of not more foregoing instrument as its voluntary act and deed and affixed their
submission, the Developer is deemed to have approved such plans. lower levels, porches, garages, etc. than six (6) square feet ma be displayed at any time for the purpose sign .e . hereto.
of advertising the property for sale or for rent.
3) BUILDING LOCATION AND GRADE LINE ELEVATION. No 3) Roofing Materials. All roofs are to be cedar wood shakes with Witness my signature and notarial seal this day of ,1987.
building may be erected Between the building line s own o— n thie Plat medium weight minimum or 300 pound asphalt roof. Any other type 91 Prohibition of Used Structures. All structures constructed or
and the front lot line; and no structure or part hereof may be built or of roofing material must be approved by developer. p aced --on any Lot shall e constructed with substantially all new
erected nearer than 15 feet to any side yard line or nearer than 20 feet materials and no used structures shall be relocated or placed on any Therfsa A. 5 a m
to any rear lot line. A minimum grade line elev4tion, shown on the 4)• Garages. All homes to have minimum two car attached garages, such Lot. I
Plat, is hereby established for each lot and no grade line can be con- with electric door openers. My commission expires County of Residence- Marion
strutted lower than said minimum without the written consent of the 10) Building Completion. Unless a delay is caused by strikes, war,
"Developer and the Building Commissioner of the City of Carmel. 5) Driveways.) All driveways to be asphalt'or concrete paved. court injunction, or acts of God, the exterior of any dwelling or
Demonstration of adequate storm water drainage with doth on lot ' structure built upon any lot shall be completed within one (1) year and overall project drainage plans shall be a prime requisite of 6) Flat Roofs. No home designs will be ermitted which include flat after the date of commencement of the building process. No
alternative grade line elevations. or nearly at roofs over the main parts ofpthe house, excluding small improvement which has partially or totally been destroyed by fire or
rear porches. otherwise, shall be allowed to remain in such state for more than
three 3 months from the time of such destruction or damage. If said
4) EASEMENTS FOR DRAINAGE SEWAGE UTILITIES 7) Front Doors. An ell or front facin gra a doors must have door structure is not completed or repaired within such time, g then the
ACC Lots are subject to drainage easement , sewer easements y g g g take ossession of said lot without notice,
and utility easements, either separately or in com ination of the three design approve% by Developer. Generally •recessed doors with higher Developer may re-enter, p ,
(3) as shown on the plat, which are reserved for t use of lot owners, grade redwood or similar doors will be required. and sell the same together with improvements, and after payment of
public utility companies and governmental agencies;as follows: liens and expenses, pay the balance of the sale proceeds to the owner
8) No heat pumps, air conditioning units, or gas meters will be of said lot at the time of sale.
(a) Drainage easements. (DE) are created to provide paths and installed on the front of the house.
POW courses or area an local storm drainage, either overland or in 11) Assessments. The Developer may make assessments to cover
underground conduit, to serve the needs of the subdivision itnd 9) If storm doors are installed, they must be painted to match any costs incurred in enforcing these covenants or in undertaking any
ad •pining ground and/or ublic drainage systems and it shall be the exterior of the home. No unfinished aluminum storm windows or maintenance or other activity which is the responsibility of a Builder or i Edward D. Giacoletti, hereby certify that I am a re istered land surveyor,
in ividual responsibility of each land owner to intain the drainage doors will be allowed. lot owner hereunder but which such Builder or Lot owner has not with the laws of the State of Indiana: Y
' across his own lot. Under no circumstances sh II said easement b licensed in compliance
g undertaken as required hereunder. Any such assessment shalt be
blocked in any manner by the construction or r construction of any 10) •AII gutters and downspouts other than copper, will be painted or assessed only against those Builders or lot owners whose failure to
improvement and shall an radio restrict i an manner, the p comply with the requirements of these covenants necessitated the ac- That this plat correctly represents a , survey completed by me on
P Y g Y prefinished painted aluminum to match the exterior of the home. P Y q ; that all the monuments shown thereon actually
waterflow. Said areas are subject to constructs n or reconstruction tion to enforce these covenants or the undertaking of the maintenance exist an a e oca ion, size, type and materia! are accurate) shown;
to any extent necessary to obtain adecfuate drai age at any time by 1N All metal roof or range vents will be or other activit yp
any governmental authority having 'urisdiction ver drainage or by co or. Ever effort shouldgbe made to locateaintced to blend with roof y• and that all requirements specified in the subdivision ordinance oftheCity
Developer. Said easements are for tfie mutual u and benefit of the house. Y such aven s to rear of the 12) Lien of Assessments. Each owner of a lot by acceptance of a of Carmel have been met. R. -
owners of all lots in Autumn Wood Farms. deed thereto, whether or not it shall be so expressed in such deed is
1�2} Plumbi_ng_ A) plumbing vent stacks to be on rear of house. Sump deemed to covenant and agree. to a assessments as the same
(b) Sewer easements (SE) are created for the use of the local trm—fi s shall connected to underground laterals or storm sewers g P y war iac�o ettr
governmentalagent avin jurisdiction over an storm P p g become due in the manner herein provided. AII such assessments, -
g 1 y m and sanitary as provided in the plat. Re Land Surveyor Indiana 50560
waste disposals stems designed to serve Autum Wood Farms and together with interest thereon and costs of collection thereof as herein g Y
adjacent areas for the purpose of installation aid maintQnance of 13) Street Cleaning. Builder to finish cleaning in front of his house Provided, shall be a charge on the land and shall be a continuing lien
upon the lot against which each such assessment is made until paid in
sewers that are a part of said system. upon completion and rough clean the street periodically during full. Such assessments shall also be the personal obligation of the
construction. Rough cleaning should be done immediately after owner of the lot at the time when the assessment became due and
(c) Utility easements (UE) are created for the us of all public utility foundation excavation and basement pouring and all other times when a able. An assessment not aid within thirty 30 days after the
companies, not including transportation companie , for the installation mud is carried into the street. payable.
the same became due and payable shall bear interest from the due
and maintenance of mains, ducts, poles, lines and wires, as well as for date at a percentage rate not greater than eighteen percent (18%) per
all uses specified in the case of sewer easements. All such easements 14) Yard Lights. All lot owners will be required to furnish and install annum to be established by the Developer. The Developer of any
mentioned herein include the right of reasonable i 'gress and egress for dusk to awn i t fixtures at all drivewa entrances to their lots the
rr�� member thereof shall be; entitled to institute in any court of
the exercise of other rights reserved. No structrlre, including fences, style and type o� which will be selected by the Developer and shall be competent jurisdiction such procedures, at law or in equity, by
shall be built on any drainage, sewer, or utility eas�ment. the standard for the entire subdivision. Builders shalt install said foreclosure or otherwise, to collect the delinquent assessment plus
6 MAINTENANCE OF LOTS AND IMPROVE ENTS�. The owner lights on behalf of the owner prior to closing. any expenses or costs, including attorney's fees, incurred by the
o1 any of shall at times maintain t e of and any improvements 15 Sidewalks. To be installed b the Builder according to the Developer or such member in collecting the same. If the Developer
situated thereon in such a manner as to revent the Lot or re }ore a 4 foot by
sidewalk shall be installed in has provided for collection of any assessment in installments, upon
p pat. In general
improvements from becoming unsightly and, sperrifically, such Owner frof default in the payment of any one or more installments, the Developer
ont e
shall: sidewalk shall be installed not later than May 30th of the following m
ach home. If the home is completed in the winter, then the may accelerate pa ent and declare the entire balance of said
spring. assessment due andypayable in full. No owner may waive or otherwise _
(A) Mow the Lot at such times as may be reasonably escape liability for the assessments provided for herein by
abandonment of his lot or otherwise. Under authority provided by Title 36, Acts of 1981, P.L. 309 enacted by the
in order to prevent the unsightly growth of vegetat onuand 16) Mailboxes. 'AII mailboxes installed at the street to service lots in tat of Indiana and acts amendatory or
noxious weeds; a Autumn Woo arms shall be uniform and shall be of a type, color and General Assembly of the State y -,
manufacture approved by the Developer. Such mailboxes shall be
The lien of the assessments provided for herein shall be subordinate to supplementary thereto, this plat was given approval by the board of
(B) Remove all debris or rubbish; installed by the Builder upon posts approved as to type, size and the lien of any recorded first mortgage covering such lot and to any commissioners of County of Hamilton at a meeting held
location by the Developer. valid tax or special assessment lien on such lot in favor of any 1987
(C) Prevent the existence of an other condition that reasonably P government taxing or assessing authorit . Sale or transfer of any lot
y shall not affect the assessment lien. The sale or transfer of any lot Board of Commissioners of County of Hamilton
> tends to detract from or diminish the aesthetic appearance of the 17) • Landscaping, To be furnished with house and completed before
Real Estate. closing. Builder shall sod the front yard and at least 50% of the side pursuant to mortgage foreclosure or an proceeding in lieu thereof
shall, however, extinguish the lien oV such assessments as to
(D) Cut down and remove dead trees;yard. Landscape mulch will be allowed in natural areas". The payments which became due prior to such sale or transfer. No sale or ere ou a us Peg o ery
balance of the yard may be seeded. Each home shall include a transfer shall relieve such lot from liability for any assessments which
minimum of $2,000.00 worth of plantings and landscape. This thereafter become due or from the lien thereof.
(E) Where applicable, prevent debris and foreign material from allowance includes labor and is exclusive of sod. All work on theien Henderson ATT Polly Pearce, County mor
entering drainage areas; minimum landscape requirement above shall be completed prior to the The Developer shall, upon demand at any time, furnish a certificate in
(F)F closingor as soon as weather conditions permit, but no later than writing that the assessments on a lot have been paid or that certain
Keep the exterior of all improvements in such a state of May th of the following spring. assessments remain un aid,as the case may be. Such certificates
repair or maintenance as to avoid their becoming unsightly; p
18 SwimmingPools. Onlypermanent, in -ground pools with shall be conclusive evidence of payment of any assessment there in
7. Developers Right to Perform Certain Maintenance. In the event pr )fessiona construction will brmitted. All backyard ols should stated to have been paid.
that any Owner o a of shall ai to maintain h s Lot and any be oriented to minimize the potential effect on neighboring properties. Any easement • granted herein or any Property shown on the Plat as
improvements situated thereon in accordance with the provisions of All fencing shall conform to county or municipal re uI tions and shall dedicated and intended for acceptance by the local public authority and
these Restrictions, Developer shall have the right, but not the be of harmonious design. The use of plantrngs�screenings in the devoted for public use shall be exempt from the assessments, charge _
obligation, by and through its agents and employees or contractors, to vicinity of the pool will be required to soften the visual and sound and lien created herein. P g
enter upon said Lot and repair, mow, clean, or perform such other acts effecton adjacent properties.
as may be reasonably necessary to make such Lot and improvement 13) Enforcement. The right to enforce each of the foregoing
situated thereon, if any, conform to the requirements of these 19) • Tennis Courts Racquetball Courts Paddle Ball Courts, etc. T — the removal
Restrictions. The cost thereof shall be an expense of the lot owner, Tennis courts, racquetball courts, paddle1ball courts, squash courts, restrictions by nj coon, together with the right ai cause h
q by due process of law of structures erected or maintained in violation
and such land owner shall have a lien against said real estate for the and other recreational facilities or sporting facilities will be permitted, thereof, is reserved to the Developer, the owners of the lots in Autumn i
expense thereof. Neither the Declarant, nor any of its agents, provided that all fencing shall be vinyl coated varietyy and that all Wood Farms, their heirs and assigns, and to the Carmel clay Plan
employees, or contractors, shall be liable for any damage which may views of adjacent properties, in Autumn Wood Farms be screened by Commission, their successors or assigns, who are entitltd to such
result from any maintenance work performed hereunder. pines of at least 6 feet in height. All lighting must be of a baffled relief without being required to show any damage of any kind to thevarietplan Commission: Under authority provided b Title 36 Acts of 1981 P.L.
ARCHITECTURAL GUIDELINES Wood-Farms.
as to minimize the effect on other properties in Autumn -Developer, •any owner or owners or such Commission by or through 309 enacted by the General Assembly of the State of Indiana, and all acts
any such violation or attempted violation. There shall be no rights of amendatory or supplementary thereto, and an ordinance adopted by the
reversion or forfeiture of title resulting from any violations. common council of the City of Carmel, indiana this plat was given approval
As noted previous) ,any new building or improvement or any addition 20) Play Equipment. Children's play equipment such as sandboxes, b the Cit of Carmel as follows:
to an existing building or an exterior alteration or Change to an existing temporary swimming pools having a depth less than 24 inches, swing 14 Severability. Invalidation of an of these covenants and y y '
building must have the prior written approval of the Developer before and slide sets, playhouses and tents shall not require approval b the
an work is undertaken. The Developer has p y six restrictions or any part thereof byJudgment or court order shall not Ado ted b the rY p established the following Developer, provided such equipment is not more than six (6 feet hi h y Ca mel Plan Commission �t a meeting helduidelines fors ecific t � g affect or render the remainder of sacovenants and restrictions invalid lgg�' �
g p types of construction and improvements. Any maintained by the lot owner in good repair (including painting) and or inoperative.
addition, exterior alteration or change to an existing building shall be every reasonable effort has been made by the lot owner to screen or Cannel Plan Commission
compatible with the design character of the original building. Any shield such equipment from view. Equipment higher than six (6) feet 15) Non-Liabilityof Developer. Developer shall not have any liability
new detached structures shall be compatible with the existing �� shall require approval of the design, location, color, material and use to a of owner or to any other person or entity with respect to
structure. by the Developer. drainage on, over or under a lot. Such drainage shall be the
responsibility of the owner of the lot upon which a residence is resi ent, tic ar %�T rig t ecretary, osa in c art
1) Fences Walls and screening_ It is the goal of the Developer to al) Solar Heatint Systems. The Developer acknowled es the constructed and of the builder of such residence; and an owner, by an
keep a fencing or screening as harmonious as possible with the increase use o resiiential solar heating systems which utilize solar acceptance of a deed to a lot, shall be deemed to agree to indemnify
architectural character of the community. No fence or screen will be heating panels and related equipment. The Developer will carefully and hold Developer free and harmless from and against any and all
approved if its installation will obstruct necessary sight tines for review solar heating plans to ensure that their use and location have liability arising from, related to, or in connection with drainage on, over
vehicular traffic. Undue obstruction of view or other amenities from minimum detrimental effect on adjoining properties. Geothermal heat and under the lot described in such deed.
adjoining• properties will be taken into consideration by the Developer systems are acceptable. However, the closed loop variety should be
when reviewing fences for approval. Fences shall not be nearer to the used. 16) General Provisions. This Declaration may be amended at any
front of a home than the rear foundation line of a home except time by t e owners of at least two thirds of the Lots in Autumn Wood
decorative fences. Front fences may be placed parallel to the front 22) Miscellaneous. All exterior lighting shall be directed in such a Farms. Each such amendment must be evidenced_ by a written
foundation of a home only if they do not cause unreasonable visual manner so as not to create annoyance to adjacent properties. Lot instrument signed and acknowledged by the owner or owners
barriers and they are of identical materials as the main structure. owners shall keep garage doors closed at all times except during the concurring therein, setting forth facts sufficient to indicate compliance
times of actual use of the garage facility. Collapsible and removable with this paragraph, and recorded in the Hamilton County Recorder's
The Developer discourages fencing of the entire back yard due to the clothes lines will be permitted, but permanent clotheslines are not Office.
effect that this fencing may have on the feeling of spaciousness desired acceptable.
by other property owners. Fences may be privately installed but must
be constructed to professional levels of quality. Non-professionally 23) Liability of Developer. Neither the Developer, nor any agent
installed fences will be inspected by the Developer after completion in thereo , s a e response a in any way for any defects in any plans,
order to ensure that the final product is of a professional quality and specifications or other materials submitted to it, nor for any defects in
final approval of the fence shall be deemed withheld until successful any work done according thereto. Further, the Developer does not
completion of this final review. make, and shall not be deemed by virtue of any action of approval or
disapproval taken by it to have made, any representation or warranty
as to the suitability or dvisability of the design, the engineering, the
methods df construction, itivolved, or the materials to be used.
I
I
ASSUMED NORTH
SCALE: I"=50'
0 50 100
25 75
�, N
a y ,
AUTUMN WOOD FARMS
sF' f IY xi ��a9. i
PT. NE I/4 SEC.21-18N-3E
fly'.,
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At
i - S ECONDARY P
a moi`'.
1..
NOTE-
D.U.8t S.E. - DRAINAGE, UTILITY 8t SEWER EASEMENT
S 80°13'09" E p- CONCRETE MONUMENT
3 4.42 d
533.04 D.& S.E. - DRAINAGE & SEWER EASEMENT
• 13 E 9.93 163
173.00'
•• S 04° 36 ' I
150.00 ' I I • �0 ,
J 3�
40.1I' 140.00 -______----t >---- °•o � o
Aj
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3 'D.8 S.E. S
I I � 3`q° 41?0
30
ro Iz
Z
OD 4 O'
N 1/2 R/W I m Z
C) 00
01 1
U) IJ I I 1 10 0 Ica W 9 Ln
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(45 763 S.F.) w o (45 450 S.F.) w o o I0 ml �.
\ - O Z 0
Z r` C0 I A0 Cf) Ij \Q� \
°° O I W C9 m It o IT Z � 05
Z CCU I �, I to �m 0) ° �2 \
J �' i I e (45 387 S.F.)
4P
O I 75' BLDG.LINE - - __ - - - - - I I /,20.00,
\\
45'
i I \
�-- - -14_20' I _ \ (v D
W l0' DU.&S.E.-_ - - -- - - 108.01 97 1
- _ _ r,
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=
AUTUMN WOOD � _ _ c2 \ /° 4'j o (44 021 S.F.)
- v AUT S 040 36' 13 -_. _-- -- - -_- 97 �2' \��\ �Q 0 75'BLDG.LINE
0 -- 462.00 ----- �--
C 1 \ F �O T-
v c� 112.89 ' - _37.59 3 40\
in - - --- -- 4 1 S 3 •�O•\ I
(o0 150.40_--- - - I B
_ - - - 90 \ \ 20' D.U. 8 S.E.-�
Co - - 160_42 - _ - - - 0, D . U. a S. E .
- - I I \� \ I
Z I I �� \ �S 104 0. 25' 70'X70' TEMPORARY ( 3 U
TURNAROUND EASEMENT = Q
X15066.8 ------ -r---- M Ir
1- ' , C4 1 141. 79 �-
_----------- co
O5 1\ 0 Q
\ 79 65�_-- S 00 ° 19 27 " E - \ Ou M cD
------'--` --- 75' BLD G.LIN E� I LO
141.79 m�M2
4e C6 00 M sZ
3 I 31 \\\ 4q 32-- -- 141.9' -� Z in
70' J
_ \ 10 D.U. &S.E. I
I cUI \ I =
I-
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CU m (a M CU m
f 50' 0
LnM C0 11 m C*U I m _
0 I m m M Im 01 3 ___-_ _____ -
m cc - -- -
I Z I m 2 cn 3 I ml �75' BLDG. LINE
w
I-' (49 463 S.F.) (48 112 S.F.) �' 1 1a.� ``'I 0
Io (49733 S.F.) I I (54 215 S.F)
trj cn O
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mo l I � N
0
- I VARA ^ (47 308 S.F.) - N
l j K �- - ABLE D• g S E 2 0
�' --- 60' D_8 S. E. - ----�
30'D.8 S.E.
- - - �- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -
I oo co 0
co
40.00'1 160.00' 150.00' 150.00' 160.00' 242.30'
BEGINNING POINT y
N 000 19' 22 W
NW COR. NE I/4 902.30' WEST LINE NE 1/4 SEC. 21 -18N -3E
SEC. 21 -18N -3E
CURVE DATA
LABEL
RADIUS
CENTRAL ANGLE
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
C2
190.00
165.00
330
330
43'
43'
23"
23"
111.83
97.12
---110.22-
95.72
_ S
S
120
120
15'
15'
29"
29"
W
W
C3
140.00
330
43'
23"
82.40
81.22
S
120
15'
29"
W
C4
C5
130.00
155.00
290
290
26'
26'
37"
37"
66.81
79.65
66.07
78.78
S
S
140
140
23'
23'
51"
51"
W
W
C6
180.00
290
26'
37"
92.50
91.49
S
14'0
23'
51"
W
4w
SUBMISSION DATE: 2-17-87
DEVELOPER C. MICHEAL VERSLE
3605 BRUMLEY WAY
CARMEL, INDIANA 46032
PHONE 875-5434
DEED BOOK 356, PAGE 887-888
C. MICHEAL 8 KATHY J. VERBLE
It'
I
I, the undersigned, hereby certify that the within plat is true and
represents a part of the Northeast Quarter of Section 21, Township
18 North, Range 3 East in Hamilton County, Indiana, being more
particularly described as follows: J
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Beginning at the Northwest corner of the said Northeast Quarter M
Section; thence North 89 degrees 33 minutes 42 seconds East along �p
the North line of the said Northeast Quarter Section 654.10 feet;
thence South 04 degrees 36 minutes 13 seconds East 533.04 feet; m
thence South 80 degrees 13 minutes 09 seconds East 34.42 feet;
thence South 29 degrees 07 minutes 10 seconds West 420.30 feet to Z
the South line of a 23.33 acre tract of land described in Instrument
#10652 and recorded in Deed Record 170, page 293 in the Records C
of Hamilton County, Indiana; thence South 89 degrees 40 minutes 33
seconds West along the said South line 521.18 feet to the West line
of said Northeast Quarter Section; thence North 00 degrees 19 minutes
22 seconds West along the said West line 902.30 feet to the Beginning
Point, containing 13.561 acres, more or less.
~ This subdivision consist of 11 lots, numbered 1 through 11, together
with streets, easements and public ways as shown on the wit-hin plat.
The size of lots and widths of streets and easements are shown in
figures denoting feet and decimal parts thereof.
WITNESS MY SIGNATURE this 30th day of January ,1987.
I, Edward D. Giacoletti, a registered Land Surveyor, licensed in
compliance with the laws of the State of Indiana, hereby certify
that this tat correctly represents a survey cpmpleted by me on
January 36th ,1987, that all the monuments shown thereon
actually exist, and that the location, size, type and material
of said monuments are accurate.
�lQ�9,e, r�
EDWARD D. 61ACOLETTI « ? - o"
U.
Registered Land Surveyor - Indiana #SO560 '!� SSC * f-
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Plan Commission: Under authority provided by Title 36, Acts of W �,,;
1981, P.L. 309 enacted by the General Assembly of the State of Z �i
Indiana, and all acts amendatory or supplementary thereto, and an ZCL
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ordinance adopted by the Common Council of the City of Carmel, Q
Indiana. This plat was given approval by the City of Carmel aso '
follows: Uj Z
Adopted by the Carmel Plan Commission at a meeting held LU 2 T
,1987. = c d
CARMEL PLAN COMMISSION N y H
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PRESIDENT: RICHARD ALBRIGHT SECRETARY ROSALIND McCART
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Q5 BENCH MARKS:
B.M. = U.S.G.S. Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
Elevation = 903.373
TBM 1 = RR spike set in Powerpole #8, 12" up, north side of
146th Street, 15 feet east of east line of site.
Elevation - 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913.59
( additional TBM's are available in topographic field notes )
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SURVEY NOTES:
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survey dated January 16,1986, No verification of survey data
was made by the undersigned as part. of this topographic surveyIg
2) Numerous smaller trees exist on the subject site that were
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not located as part of this topographic survey. I
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3) Several areas of standing water existed on site as shown hereon.:'
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SURVEY NOTES:
1) Boundary lines shown are per survey by Leland Miller, Jr. „.
survey dated January 16,1986, No verification of survey data
was made by the undersigned as part. of this topographic surveyIg
2) Numerous smaller trees exist on the subject site that were
V
not located as part of this topographic survey. I
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3) Several areas of standing water existed on site as shown hereon.:'
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CERTIFICATE OF SURVEY W I,p�
I, Stephen M. Cooper, duly licensed Land Surveyor #S0557, in Q
accordance with the laws of the State of Indiana, do hereby d
certify that the within plat represents a topographic survey
made under my supervision and completed of May 13th, 1986, $MEET
and that to the best of my information, knowledge and belief,
said survey meets the normal standard -r of care for topographic OF
surveys by Land Surveyors practicing in Indiana.
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BENCH MARKS :
B -M. = U.S.G-S. Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
Elevation = 903.373
TBM 1 = RR spike set in Powerpole #8, 12" up , north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913-59
I
S GAILE =
LF_ GEND
_— 4700 —
00
O.0
00•
9 OD. O
/
GENERAL NOTES=
NEW S7<D,e/M SEwE,e '11 VI- E -1
6 51-113 ORA /n/ .
EX/51hVG CON700,oeS
NEG✓ Co/ licolle5
'Ex/S1/;V6
F/N/5fiE0 /:�7VE" 41401VS
d Tf�6.2 /- / N/ s �iEO EL..E ✓.4 7�/ONS
/�%/ /v/MUM G�e•90E ARouNO S74eoc to eE5
GRADED S WALE
• A66 2A0/vs ,O/NIEN.S/oNs TO THE C3AcK oiF Gv2l3
• ALL TO THE 720 OF Cu -'/-3 WERE Pf UC4l�L� _
• ALL G,EADc5 AT SHALL Me5E7 EX/57-IN6 Gi2ie?DES_
• /T sNALC BE 7?/E .eESPONS//3 /L/ TyOF fit►, GI`i CONT.eA c 7498
TO VEelpy Au AND GOND1770NS
p4!S'7-A/N/NG 7-0 I -1/S Pf/ASE 0FA/0/e1<, /T 5/-/A44 ALSO ASE
THE SUl3GONT2ACT0�'s ,eE.SPolvS/B/L/Ty TD COnrTAC7-
T/�E O/�/NE2S OF TWE V4 k'/0 VS ,JT/L/T/ES )= 10/Z A P&OASW
,STAKE LO GA 7 -/ON OF �5AGAl vT/L/Ty SC/cOR6:IWO2K /S
S TAR TED.
• 7-//E S LIC C -0,V7 eACTO 2 ,S//ACL NUT/Fy /N W R/j"/Ndl Tiy�
OW/VEk' 02 T/j/�r ANG/NEEP OX- ANY Gf�An/GES, OM/sS/ONSJ
02 E,e e 025 Fo vN� ON T/ -/ESE PLANS o/e /N T/'/F' Fl6e-D
�EFo2E WO,e K / S STA/eTEO 02 ,E'ESGiMEO.
• A! S/D�WAC KS TU BE Of 1V0N-RE/1V1,c-0RC60 GONGoeETE
7-# K AI V> 4- / /V 4 -VIP TAf.
•
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EXP•9/Vs/6N TO/NTS, G6/VT�AGTiaA/ `Td /NTS A;7_ S'
/NT'E�V�LS Ore LESS v✓/TN GO/1�TieigGTl4Al TD/NT
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BENCH MARKS :
B -M. = U.S.G-S. Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
Elevation = 903.373
TBM 1 = RR spike set in Powerpole #8, 12" up , north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913-59
I
S GAILE =
LF_ GEND
_— 4700 —
00
O.0
00•
9 OD. O
/
GENERAL NOTES=
NEW S7<D,e/M SEwE,e '11 VI- E -1
6 51-113 ORA /n/ .
EX/51hVG CON700,oeS
NEG✓ Co/ licolle5
'Ex/S1/;V6
F/N/5fiE0 /:�7VE" 41401VS
d Tf�6.2 /- / N/ s �iEO EL..E ✓.4 7�/ONS
/�%/ /v/MUM G�e•90E ARouNO S74eoc to eE5
GRADED S WALE
• A66 2A0/vs ,O/NIEN.S/oNs TO THE C3AcK oiF Gv2l3
• ALL TO THE 720 OF Cu -'/-3 WERE Pf UC4l�L� _
• ALL G,EADc5 AT SHALL Me5E7 EX/57-IN6 Gi2ie?DES_
• /T sNALC BE 7?/E .eESPONS//3 /L/ TyOF fit►, GI`i CONT.eA c 7498
TO VEelpy Au AND GOND1770NS
p4!S'7-A/N/NG 7-0 I -1/S Pf/ASE 0FA/0/e1<, /T 5/-/A44 ALSO ASE
THE SUl3GONT2ACT0�'s ,eE.SPolvS/B/L/Ty TD COnrTAC7-
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BENCH MARKS:
T:
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B.M. U.S.G.S.
Bench Mark, Disc in concrete post at Southwest
f:
4— corner of 146th Street and Ditch Road, Stamped "93 RHP
W
± -`�-T
zj. SE
/159fso 1951.
Z> . --- 1�-, 11-1 — Elevation = 903.373
L,
78, 79 TBM I = RR spike set in Powerpole #8, 12" up north side of
146th Street, 15 feet east of east line of site.
0 5-7
Elevation = 912.24 nJ
3 00 — — — — — — TBM 3 PK nail set in powerpole #10, 15" up, north side of
OF /* 00 -040 146th Street, 50 feet east of west line of site.
jU-DP DLTAIZ
3 7,
2
Elevation 913.59
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23'
BENCH MARKS:
B.M. = U_S.G.S_ Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
Elevation = 903.373
TBM 1 = RR spike se't in Powerpole @8, 12" up , north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913.59
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BENCH MARKS:
B.M. = U_S.G.S_ Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
Elevation = 903.373
TBM 1 = RR spike se't in Powerpole @8, 12" up , north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913.59
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BENCH MARKS:
B.M. = U_S.G.S_ Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
Elevation = 903.373
TBM 1 = RR spike se't in Powerpole @8, 12" up , north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913.59
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BENCH MARKS:
B.M. = U_S.G.S_ Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
Elevation = 903.373
TBM 1 = RR spike se't in Powerpole @8, 12" up , north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913.59
SHEET
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ANIMAL GUARD -
25 SQ.YDS.
ROCK CHANNEL
PROTECTION
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( O.F. HENLEY OPEN DITCH )
PIPE OUTLET
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PEOPOSED PE6ULATEO DEAN
r I I I N EASEMENT (25' EACH SIDE
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12" CONCRETE TILE
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II l SEE DETAIL 1 PARALLEL TO E)<1571M6 D2AIIU
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DITCH ROAD 11
B.M. = U.S.G.S. Bench Mark, Disc in concrete post at Southwest
corner of 146th Street and Ditch Road, Stamped "93 RHP -
1951.
• Elevation = 903.373
TBM 1 = RR spike se't in Powerpole #8, 12" up north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Eltion = 913.59
Elevation of top of inlet
to
be determined in field
at
time of construction
\
Grade
8" riser -
ee section
Neenah R 4350-I
or approved equal
_- 12" CONCRETE TILE
I
------
DRAINAGE TILE RISER DETAI L
Sol
PLAC
4TURAL
LL
TRENCH & BEDDING DETAIL
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EXISTING EXISTING
GRADE GRADE
PEA �r_n
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10
S-7
DETENT
2% SLOPE ELEV.910
/ — /O• I ELEV.909.5
ELEV,908 ELEV•908 1
I% SLOPE
DETENTION AREA CROSS SECTION
TEMPORARY TURN AROUND
1.00%
10'
4'
CONC.
WALK
w 10
z
3I I CONC.
I I WALK
_. 50' RIGHT .O WAY
30' : BACK TO BACK DRIVE 10,
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2 I3' 13 12 5' 4'
CON"'. ROLL CURB CONC. ROLL CURB CONC.a
I PROFILE GRADE WALK
SLOPE Grade
ILL.
�-- SLOPE )� Per ft. min. I/4" Per ft. tin, • .. . • �. o
// •!. I !/ill=ilirroNi,/ a►
PREPARED SUBGRADE Per .INDIANA
STATE HIGHWAY SPECS. N° 207.
6" CONCRETE
TYPICAL STREET CROSS SEC
(CONCRETE)
50 RIGHT OF WAY
30' BACK TO BACK DRIVE
5' 2 13' 13' I 2
CONC. ROLL CURB CONC. ROLL CURB
-
I PROFILE GRADE
�--- SLOPE 1/4" Per ft. min. SLOPE 1/4" Per ft, min. —jo_
PREPARED SUBGRADE Per INDIANA
STATE HIGHWAY SPECS. N° 207.
1 SURFACE
3" BINDER
4 N° 53 STONE AGG. BASE
5" N°2 STONE BASE
TYPICAL STREET CROSS-SECTION
SOIL. _.
PLACEM".T
(ASPHALT)
1/2 TRENCH
TRENCH -`'-
DEPTH -
BEDDING
TOP OF
GRANULAR
BACKFILL
12 MIN.
0
'-FULLY COMPACTED
GRANULAR BACKFILL
*FOR RIGID PIPE SEE ASTM C12.
/ • FOR FLEXIBLE PIPE SEE ASTM D-2321
4' MIN.'
BEDDING MATERIAL
(3" SAND)
1212 --
MI .D.+O 6" I .
ON SITE
TRENCH BEDDING DETAIL ?
(IN PAVED AREAS ONLY) s-?
STEEL FENCEPOST
(for temporary protection)
SET FLUSH W/ FINISH EAST JORDAN CASTING 1570 or EQUAL
I GRADE ----� �-
y
A b, •s.
CO >TE '. •. 1°•
BASE
A . .•s o a I,
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S-7
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41 1'
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APP ROX.
SI -OPE
+ I
8
. MAX.
CONC.
4
, I
a
13
WALK
12
.0633
7
6
I
26
30 1
21/2
R. C. P.
15
.063
8
10
6
31
36
( 6
DIRECTION OF
FLOW
2411 -
SPECIAL RISER/INSPECTION PORT DETAIL
�J
•3501- (TL -TR)
hent
42"x42 it Base
ROLL CURB INLET DETAIL 3
SCALE' I/21 = I'-0il S-7,
EROSION CONTROL
• LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE
DONE IN AWAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION
SHALL BE RETAINED, PROTECTED AND SUPPLE-
MENT.
• THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL
MINIMUM. THE AREA SHALL BE STABILIZED AS
QUICKLY AS PRACTICAL.
• TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS DURING
DEVELOPMENT.
• PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
• SEDIMENT IN RUN-OFF WATER SHALL BE
TRAPPED BY THE USE OF SUCH METHODS AS
DEBRIS BASINS, AND SILT TRAPS UNTIL THE
DISTURBED AREA IS STABILIZED.
1 _ VARIES GRADE
I NEW or EXISTING)
TYPICAL SWALE SECTION
SCALE: I"= 3'
TOPSOIL:
:,-:c
BACKFILL—
Tnn Of rwh
PAVEMENT `
A
2f CONCRETE ROLL CURB & GUTTER
SCALE: 11/2'= 1'-0"
EENAH TYPE GRATE
R-4380-6
V
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m
I I z
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V
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SPECIAL RISER INLET DETAIL - I �y°
SCALE: I1/2 = I �_O.. $�'T
Reinforced Concrete Pipe
Threaded rod
Rod holder
I0
1 t
/ 1
/ � 1
/ _1
1
! 1
! 1
1
/ 1
A 1 W
T f-?
PLAN VIEW L
Reinforced edge � I r Mope
Pipe �/�''
Dia. /
Varies
Skirt Lip -2_L
1_ +
12 c -c (max.)
T T♦ -! I
W + A Toe PlateS. -
Anchor �►
END VIEW} -F} SIDE VIEW
8
DIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
TYPE
OF
PIPE
PIPE DIA
IN INCHES
GAGEA
D I M
E N S 10 N
APP ROX.
SI -OPE
+ I
8
. MAX.
H
* I "
4
, I
W
Q
12
.0633
7
6
6 1
26
30 1
21/2
R. C. P.
15
.063
8
10
6
31
36
21/2
R.C.P.
18
.063
9
12
6
36
42
21/2
R.C.P
21
.063
10
13
6
41
48
21/
R.C.P.
24
,079
12
16
8
51
60
2 1,
R.C. P
30
.079
14
19
9
60
72
2 /2
R.C.P
36- -
.099
16.-
22._
-..It
69
84
21/2_
R.C.P.
42
.099
18
27
12
78
90
21/4
R.C.P
48
.099
18
30
12
84
102
2
R.C.P.
54
.099
to
33
12
87
114
1'- 4
NOTE : For Corrugated Metal Pipe use next smaller
diameter end section
GALVANIZED STEEL END SECTION DETAIL
jr ■
N
Z
00
N
O
ob 00 N
X
990
Q
_m
C
0
a
d
Q
W
ac
N
o ;
O
m
U
o
a: a
2
~a
zoj
EROSION CONTROL
• LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE
DONE IN AWAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION
SHALL BE RETAINED, PROTECTED AND SUPPLE-
MENT.
• THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL
MINIMUM. THE AREA SHALL BE STABILIZED AS
QUICKLY. A PRACTICAL.
• TEMP ORAF Y VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS DURING
DEVELOPMENT.
• PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED
AS SOON S PRACTICAL UNDER THE CIRCUMSTANCES.
• SEDIMENT IN RUN-OFF WATER SHALL BE
TRAPPED BY THE USE OF SUCH METHODS AS
DEBRIS BASINS, AND SILT TRAPS UNTIL THE
DISTURBED AREA IS STABILIZED.
<mi
�
/NEE� J� V
MIX/0' AaFA 6F SOC-) w/
---------------
Wheal or Rye
Oats
Annual P.yegrass
lJgn-Irrigated•
Irrigated
Dorman!
S d' **
AUTUMN WOOD FARMS
EROSION CONTROL PLAN
Is
P& -A q)eAVEL P/T-
Approximate Seeding Dates For Central Indiana
Temporary Seeding Dates
Jan
I Feb
I liarApr Nay Junl Jul I Aug
Dec
---------------
--------------
---
----
---- ---- ---------J----
--
_Sep -0ct
- ----
-Nov
----
----
----
---
----
C --r. �-�\iC-------'--- _ _1
�! \l
X11 L___
----
----
---�----
----
--- ----
------------
--Permanent
PermanentSeeding Dates
--------------
\�\V----1----�-
. , ,
ee Ing
Irrigation needed durino this period. To control
erosion at times other than in the shaded areas.
use mulch.
* Late summer seeding dates may be extended 5 days
,f mulch is applied.
44 Increase seeding application by 50%.
SHADEP AR364 LEIIV0iES
/4;'Ea TO 9E SE�7_Ev 4NP
-s' W /tiuZeti, >.
'�� �—��Is--To EXISfiNr.I. � QOQgrLl----•- /✓�o7F/7 Sf/'Ce'�f
OPTION
A tSMJN. !
l" I { 4
Sf�e�t
BUILDING SETDACK
N,5pfe: Well
ofhoun Fiero. HDUSE
10 MN1. We574 /�
SEPTIC TAtIK I
TO EXISTING DIM= 1011 BOX O a
0011 1.
1 z
Z
251.(111,ti 25, 1.1111 Sife N
;OPTION a I
B aCo
Co D
in
q
L� N i I I • ♦ v.
4 SUDDftAItJ
L a J -
TO EXISTING G"
SUBDRAIII
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TYPICAL SEPTIC SYSTEM LAYOUT .._ ._.
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GENERAL NOTES:
• ASC 261> ; O/N1E/V.SIOn/.S ,4.e 5 TO 7 -He a4CX C F Cv1_-40 � F
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• ALt (: cPADES 14.eE TO 77/5 7-U1'5' OF Cue/3 k1E.eE�1 f PL1G•48 �_ U_Lr)
•/�! GEADES AT SHALL 1l 6T 45X/57-//GiE'�gf��5. 0
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TO VE61Fy 46t EXIST/NG u7_/L/7-/_1s ANO COND/TIONS Q
pE,e TA/A//NG TO IVIS PH AS E OF A/02 K, / T S/"/AL L AC_ SO .QE
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• ACL S/DEWA&e-S To 5E OF /V0A1-kE/1V1"'02CE0 CoNGoeETE
Ty/GK An/D ¢ ' /N h/lD Tom.
• il'E!-/A! K SCO1eES AJFE To BC _O 8,&`Th/EEN
,o±:Xf%9/VS/61V 7o/NTS, C61Vr4.4Gr/o^/ JOINTS A 7^,,S'
/N TEeV,4[_S Oe LESS 4 G on/T�e.4 GT/oN �'oi�yT
D. Pl. _ U. D. V. D. DC11 C. 11 1.1C11h, L1Jl; 111 VVItLl CLC JV - -1--
Temporary Seedings corner of 146th Street and Ditch Road, Stamped "93 RHP
1951.
=
------------------------------------------------------------------- r Elevation 903.373
Rates per:
Kind of Seed 1000 Sq. Ft. Acre Remarks
Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
Spring Oats - --- 2.3 lbs.---- - - 3-bu. Cover seed 1" deep
--- ----- -----
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Annual Ryegrass I Ib. 40 lbs. Cover seed 1/4" deep*
* Not necessary where mulch is applied.
TBM 1 = RR spike set in Powerpole #8, 12" up , north side of
146th Street, 15 feet east of east line of site.
Elevation = 912.24
TBM 3 = PK nail set in powerpole #10, 15" up, north side of
146th Street, 50 feet east of west line of site.
Elevation = 913.59
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8 OF 8
EARTHWORK
STORM SEWER SYSTEMS
I.
SCOPE OF WORK:
1.
SCOPE OF WORK
Extent: The work required under this section consists of all excavating,
The work under this section includes all storm sewers, storm water inlets,
filling, rough grading and related items necessary to complete the work
and related items, including excavating and backfilling, necessary to
indicated on the drawings and described in the specifications.
complete the work shown on the drawings.
1: In general the items of work to be performed under this section shall
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MATERIALS:
include: clearing and grubbing, removal of trees and stumps (where
required), protection of trees to remain, stripping and storage of
A:
Storm Sewers:
topsoil, fill compaction and rough grading of entire site as indicated
All streets
on the drawings.
l: Reinforced concrete sewer pipe shall conform to ASTM C-76 latest
Curbs and gutters
revision with joints conforming to ASTM C-443 latest revision.
2: Excavated material that is suitable may be used for fills. All
2.
MATERIALS:
unsuitable material and all surplus excavated material not required
B:
Manholes-.
A.
shall be removed from the site. The locationofdump and length ,of
haul shall be the Contractor's responsibility.
1. Precast reinforced concrete manhole sections and steps shall conform
to ASTM C-478 latest revision.
3: Provide and place any additional fill material from off the site as
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may be necessary to produce the grades required. Fill obtained from
2. Castings shall be of uniform quality, free from blow holes, porosity,
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off site shall be of kind and quality as specified for fills herein and
hard spots, shrinkage distortion or other defects. They shall be
the soure approved by the Owner.
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smooth and well -cleaned by shotblasting or by some other approved
method. Thev shall be coated with asphalt paint which shall result
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4. The Contractor shall accept the site as he finds it and shall remove
in a smooth coating, tough and tenacious when cold, not tacky or
all trash, rubbish and debris from the site, prior to starting
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brittle. They shall be gray iron meeting ASTM A-48 latest revision.
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excavation.
inches. Standard test ASTM C-143 shall be used to measure slump.
3. Joints - manhole sections shall be jointed with either mastic in bulk,
B:
Work not included:
The following items of related work are specified and
stick or rubber type gaskets. The rubber type gaskets shall meet
included in other
sections of these specifications:
ASTM C-443 latest revision.
1. Excavation,
grading and backfilling for utility lines.
C:
SUBDRAINS:
2. Storm sewer
systems.
1. Perforated plastic pipe subdrains shall conform to ASTM.
2.
BENCHMARKI�S.
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APPLICATION:
Maintain carefully
all bench marks, monuments and of ' reference points',
A:
Permits and Codes: The intent of this section of the specifications is that
if disturbed oil destroyed, replace as directed.
the contractor's bid on the work covered herein shall be based upon the
drawings and specifications but that the work shall comply with all
3.
REMOVAL OF
TREES:
applicable codes and regulations as amended by any waivers. Contractor
2. Aggregates: Conforming to ASTM C-33.
shall furnish all bonds necessary to get permits for cuts and connections to
A:
Remove all tre
s and stumps from area to be occupied by road and surfaced
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existing sewers.
areas. Remov
1 of trees outside these areas shall only be done as noted on
drawings or a
proved by the Owner.
B:
Local Standards: The term "Local Standards" as used herein means the
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standards of design and construction of the respective municipal department
B:
All brush, stumps, wood and other refuse from the trees shall be burried
or utility company.
ansate or burse
with proper permits
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C:
Existing Improvements: Maintain in operating condition all active utilities,
4.
PROTECTION
OF TREES:
sewers and other drains encountered in the sewer installation. Repair to the
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satisfaction of the owner any damage to existing active improvements.
A:
General Protection:
The Contractor shall be responsible for the protection
of tops, trunkifi
and roots of existing trees on the project site that are to
D:
Workmanship: To conform to all local, state and national codes and to be
remain. Existing
trees subject to constructiotr damage shall be boxed,
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approved by all local and state agencies having jurisdiction.
fenced or otherwise
protected before any work is started; do not stockpile
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within branch
spread. Remove interfering branches without injury to
E:
Trenching: Lav all pipe in open trenches, except when the local authority
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trunks and co
er scars with tree paint.
of bituminous pavements shall comply with the Indiana Department of
gives written permission for tunneling. Open the trench sufficiently ahead
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Highways Specifications, per latest revisions.
of pipe -laying to reveal any obstructions. The width of the trench shall be
5.
STRIPPING OF TOPSOIL:
E:
the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet
and brace trench as necessary to protect workmen and adjacent structures.
A.
Remove topsoil to a depth of 6 inches (or more if require) from the areas to
All trenching to comply with Occupational Safety and Health
be occupied by roads, walks, buildings, and parkatng areas. Pile and store
Administration Standards. Keep trenches free from water while
topsoil at a location where it will not interfere w construction operations.
construction is in progress. Under no circumstances lay pipe or
Top soil shall 'be reasonably free from subsoil, de6k and stones.
appurtenances in standing water. Conduct the discharge from trench
dewatering to drains or natural drainage channels.
6.
DISPOSITION
OF UTILITIES:
as follows:
F.
Spc(s?M Supports: Whenever. in the opinion of the Engineer, the soil at or
A.
Rules and regulations
governing the respective utilities shall be observed in
below the pipe grade is unsuitable for sorting sewers and appurtenances
executing all
Work under this section.
specified in this section, such special support, in addition to those shown or
1 " 80-100 '
specified, shall be provided as the Engineer may direct, and the contract
B:
Where activeutilities
are encountered but not shown on the drawings, the
will be adjusted.
Engineer shah
be advised before work is continued.
1/2" 55-80
G:
Backfilling: Fora depth of at (east 12 inches above the top of the pipe,
C:
Inactive and
('abandoned utilities encountered in excavating and grading
backfill with earth or granular material free from large stones, rock
operations shalt be reported to the Engineer. They shall be removed,
#8 25-50
fragments, roots or sod. Tamp this backfill thoroughly, taking care not to
or capped as directed by the Engineer.
disturb the pipe. For the remaining trench depth, backfill with earth or
=30 12-30.
plugged
granular material containing stones or rocks not larger than 4 inches.
7.
SITE GRADING:
#200 5-10
Backfill under walks, parking areas, driveways and streets shall be granular
material only - thoroughly compacted. (On Site Only)
A.
Grades: Do all cutting, filling, compacting of fills and rough grading
required to bring
entire project area to subgrade as shown on the drawings.
H:
Manhole Inverts: Construct manhole flow channels of concrete, sewer pipe
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accordance with Earthwork Section, to bring subgrades, after final
or brick, smoothly finished and of semi -circular section conforming to the
B.
Rough Grading:
The tolerance for paved areas shall not exceed 0.10 feet
inside diameter of the connecting sewers. Make changes in size or grade
above established
subgrade. Alll other areas shall not exceed 0.10 feet plus
gradually and changes in direction by true curves. Provide such channels
or minus the
established grade. Provide roundings at top and bottom of
for all connecting sewers at each manhole.
B:
banks and other
breaks in grade.
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and replace with stable material.
I:
Subdrains: All subdrains onsite shall be of the size as shown and shall be
8.
PROTECTION
OF SEPTIC SYSTEM AREAS
placed as shown on the plans. They shall be constructed to the grades
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C:
shown. Pipe may be laid by a "wheel" machine. A11 drains constructed
A.
Location: The location of all septic finger trenches shall be in the front
offsite as part of the outlet drain will be located as shown. Pipe will be
yard area of all lots. This area shall be left undisturbed and no fill
bedded on 3 inches of sand and the remainder of the trench backfilled with
material is to
be placed in this location.
provisions of AASHO T-99. Water shall be prevented from standing on the
the existing natural excavated material.
B.
Protection: The
approximate area of each septic system shall be protected
compacted subgrade.
by fencing, rapes
or other means visible to workmen in the construction of
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other improvements
in other areas.
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C.
Grading: No
grading or compaction of soil within septic s}stem arca shall
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be permitted,
except final grading after installation of septic system. .Any
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trees to be removed
in these areas shall be done by light -weight equipment
have made, anv necessary adjustments in such structures.
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under dry soil
condition.
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Placing Concrete:
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STREETS
1.
SCOPE OF WORK
The work required under this section includes all concrete and bituminous
paving and related items necessary to complete the work indicated on
drawings and described in the specifications, including but not limited to:
All streets
Curbs and gutters
2.
MATERIALS:
A.
Concrete: Concrete shall be ready -mixed concrete and shall be a mix of
proportioned fine and coarse aggregates with Portland cement and water.
Minimum cement content shall be 6 bags per cubic yard of concrete and
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maximum water content shall be 5.5 U.S. gallons per sack of cement,
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including moisture in the aggregate. Slumif for normal weight concrete
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shall be a maximum of 4 inches and a minimum of 2 inches. The slump of
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machine placed concrete shall be no less than 1-1/4 .inches nor more than 3
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inches. Standard test ASTM C-143 shall be used to measure slump.
Compressive strength of concrete at 28 days shall be 4000 psi. All exterior
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concrete shall have air entrainment of 5% to 8% by volume per ASTM C-
260. Retempering of delivered concrete .hill be allowed. Concrete shall
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be composed of:
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1. Portland cement: Conforming to ASTM C-150, Type IA or Type IIIA.
2. Aggregates: Conforming to ASTM C-33.
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3. Water: Shall be clear and free from injurious amounts of oils, acids,
alkalies, organic materials or other deleterious substances.
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B:
Welded Steel Wire Fabric: Where required for concrete reinforcement shall
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conform to ASTM A185.
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C:
Premoulded Joint Filler: Shall be of non -extruding type meeting ASTM D-
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544, except that premoulded joint filler used in concrete walk construction
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may be either non -extruding or resilient.
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D:
Bituminous Pavement Materials: All materials proposed for the construction
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of bituminous pavements shall comply with the Indiana Department of
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Highways Specifications, per latest revisions.
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E:
Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed
gravel shall be a minimum of 35% crushed material. Chert shall be limited
to a maximum of 8% of the total. Material shall be free from an excess of
flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be
free from fragments coated with dirt. Compacted aggregate shall be graded
as follows:
SIEVE SI2l 96. PASSING
1-1/2" 100
1 " 80-100 '
3/4" 70-90 r
1/2" 55-80
#4 35-60
#8 25-50
=30 12-30.
#200 5-10
3.
APPLICATION:
A.
Grading: Do any necessary grading in addition to that performed in
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accordance with Earthwork Section, to bring subgrades, after final
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compaction, to the required grades and sections for site improvement.
B:
Preparation of Subgrade: Remove spongy and otherwise unsuitable material
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and replace with stable material.
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C:
Compaction of Subgrade: The first 6 inches below the subgrade shall be
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compacted to at least 95% of the maximum dry density as determined by the
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provisions of AASHO T-99. Water shall be prevented from standing on the
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compacted subgrade.
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Utility Structures: Check for correct elevation of all manhole covers, valve
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boxes and similar structures located within areas to be paved, and make, or
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have made, anv necessary adjustments in such structures.
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E:
Placing Concrete:
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1. Subgrade: Place concrete only on a moist, compacted subgrade or
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base free from loose material. Place no concrete on a muddy or
base
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frozen subgrade.
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2. Forms: All forms shall be free from warp, tight enough to prevent
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leakage and substantial enough to maintain their shape and position
without springing or settling, when concrete is placed. Forms shall
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be clean and smooth immediately before concreting.
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3. Placing Concrete: Concrete shall be deposited so as to require as
little rehandling as practicable. When concrete is to be placed at an
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atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of
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the Indiana Department of Highways Specifications, latest revision
shall be followed.
F.
Concrete Curb and Gutter:
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1. Expansion Joints: Shall be I inch thick premoulded at ends of all
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returns and at a maximum spacing of 100 #feet.Z
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2. Contraction Joints: Unless otherwise provided, contraction joints
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shall be sawed joints spaced 20 feet on center.
3. Finish: Tamp and screed concrete hs soon as placed, and fill any
honey combed place& Finish square corners to 1/4" radius and other
corners to radii shown.
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G:
Curing Concrete: Except as otherwise specified, cure all concrete by one of
the methods described in Section 501.17 of the Indiana Department of
Highways Specifications, latest revisions.
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H:
Bituminous Pavement: Hot asphalt concrete pavement shall be a specified
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in Section 403 of the Indiana Department of Highways Specifications, latest
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revisions. Paving will not be permitted during unfavorable weather or
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when the temperature is 40 degrees F. and falling.
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Compacted Aggregate Subbase: The thickr s shown on the drawings is the
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minimum thickness of the fully compactei subbase. Compaction shall be
accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons.
Compact to 90% compaction using Standstrd Testing, Procedures. Along
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curbs, headers and walls and at all placed. zits accessible to the roller, the
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aggregate material shall be tamped with mechanical tampers or withcc
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approved hand tampers.
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