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Home My WebLink About16060172 Site Planb" �TH WALL 5DR STOPo�WATER SUPPI.T PIPE Pow �q`i ROq=t HARD�:APE FLAWS 9D pEG. CWPLER DOJ.N iNiO DRY uELL �DASHED LINE INDICAtES � � I � ^ � M-LiNE CWPLER A5 (U PRY (l�Ll� L.Ulit _ ' ,. R!5ER Ex1EN51CM 7o B1" hfEEt KMISNED GRADE 5P3iNEA51 GJLYERI' I � AeOYc BYBiEt1 lTYP�GAU � CQJ'IRA410R SNAtL CAP CPJtRACT9R SHA�L CAP � ALL DRY 11&LL Cq1FLER ALl pRY It€LL S�iPPiY LINES N01 USED IN $YSiEM LMES NOt USED IN SYSiEM, � 7YPIGAL EAGN DRY Il�tl 1YPIGAL EAGH DRY WEIL ' - BDttOMtf�GRhYEL � I .:.I .. . a.P7TELEVAT7PN ' . b" DWBLE WALL ND� PIFES FRQYIDED BY MNJff' ACiUfcR SHdLL BE Cd�PIED Td.yEiNER BY CCNTR4Gf� IN TNE FIELD 6" R�BLE WALL NDff AGGE%PIPE GAPPEP WI7H NC$ b" pdP-W' EMI7tER ittP. EpGN DRY UELU ��--MMRRPt CAVER FROvfDED OY'cR 6 FiDPE A9 ACCE55 51U8 � Dl2�' W�LL OYE(�fLCW PIFE 137 6" DRYWELL It�LPll SNBS A5 �OV�L�IU IX11FAI.t INDICAtEP �dE EACH 91DE OF END-GAP �: GRAVEL fAY£R F'ROV�DED ,�R�RCED BACCORDIWA � �' £ OVER DfM II�LL IkdiTS MANISAGTURERS ST�KiIIRAl. -- tdAj1 S1qOtH WALL SDR OVEFfIOW PiPE, 87ANpAriDS MW „ZI 3EE 9t9Po'1WAtER oRNNAGE PLAN f SIZ AND QIIANTitt Cf OR E `w &" HD STUBS L�ATEO !E9' OYE(�LpAU� �(YJI,�D FER SY9iEM � � APART f-0R Cp.IPi.ItJCz �A'ITfi � '.: �� - GaViRAGioR 5NALk GCNNEct INTo M61LTi-�It 5YStEM QVEffLpU PIPE TO 6" RISER llSiN',z � . va,,.�, v,�s,„R,d, � J tE OVEfffLGYU PI I RT SNALL �+ �, � � . a ��'i �� BE L�ATED ON TGP GF THE - � � � �' `C�i GRA�EI PIT A5 SN�N `�' � ,r 3/8" FEI�ORATICNB qJ i8-'i/8" s- t,� 5PACING dN ERCH CO�GATIQi YhILEY AIR Cu.dM6ER CO�dYaAiICNS WASHEp N0.51 570NE 5�p5 � ' �BJIT6 <ttP7 �7�7� -- --------- _ °,tiARIfY NATIVE $01l5 TO A MAf& McGCRD, GIYIL Et131NEER .�________.... �� .._�c. DEPi'H CF t9" t0 P�,'707E Sd�l'fHEASi C�LVERT, MG. 5{,� IPEILiRATIPI BENEATH 5YSiEM pN�E: 110.%35041 NAiIY£ 501L5 EMAIL: MAidCaSdJTNEAST CULVERiL(A1 DRYI�LL - HDPE saaie Nor�s: 9i73Ti ALtl I. 41DPE DRY4ELL TO EE MANiffALTN,�D AND raivaruu,a s��dsa�a�aweia„ar �T+°s� r�r�oRns�oaccamr�ioaasurornsa. �SECE� SOUTNEAST SN7151J3WI¢ lid "131�k� llt/�13A0 2itr� 51�117MJ1V'� l'I� A�a 335 � 2. HDPE t0 HE FA�RICATED PER AASNtO M199. '� CU LVERT, I NC. �. 3. GOMiRACTpR SHALL PftOViDE 5p17HEA5T p.Ri1�LL MAINi�_AN�� CtILVERi, INC. UN7H AP'PROYER Fftit'ili PLANB C US PilMEit SF E P1..AN fOR p151Ghi PABRIGAtfCN oF DRY�lELLB A5 I. 2431d7R 4CNTAGT INpI4AiEp GN P6PoltT PLANS �SPGNBIBLE FOR fiDI1CAtihK+ HGPtEOLLNER CN LOGAiIGN AND MAMiENANCE � ALL ��p pY TFIE LM45�AFE A�HITEGi. $�C� IE,CL: DRY W ELL M6iAL46D PRY 11£LL BYBTEMB A5 &PECIFIED ON 74�9E PLANB. A. CIX1pLER$ POR TNE 8Y8iEM SHALL BE LOCA"f10N: SY.}3 PLAN 1. MSPECT ftITfER5 MID RWNSPOJf9 �MOVING AC�1LAiED 4EAYE9 AND DEBRIB, CLEAfJIN'r LEAF A.EMOVAL 5T9tEt1f5). p,QpVtDE� BY 5�JTHEAST CULVERT, INC. 3. � pPPLiGABLE, MSPECT PRE1�AtIMENT DEVIGEB FOR SEpR�M ACCIPNII.A710N. ,�hOYE ACCtFAII.ATED TRASH FND DEBRIS. MATGRLAL: HDPE 4. MSPECi DRY �EC� tO�.LCWNS A LA�'� R! I�p�.L EYEN7 70 INSU,� OVEf�LON IB OPERAFING ANP FLGBI IB N07 CN151tXa f,�6:EM5. QtTANTI'I`1': PSR PLrW GENERALNOIE$: t IMpO(�fAN'[� ( IPE BRItYIN'.. WAtER TO TF� 6RYU.�II bY5iEM 3HAll. BE °VE7 At'fNE 6AME ELEVA4IGN A5 tNE OYE�'1.W7 Z'Y(�Z(,"[�j, j}[Z.� W�+j,�, (JN [Z" PIFE CARrYIhXa. EXGE%WATER AWAY PRO,M 7NE SYStEM. TrliS EL£VATIGN $Ndt,L BE 7HE 70P Gf 7VIE GRAyEL PiT. . . . 3. ��MpiCAiRE�WATERFLqU�T4lEqXrcN5YSTkTt�pg,TEESANDGApSPRONDEDB'YSWtNEA5TGt71.YERf.MG d� �'jIMI�.AR P}�OC}UGT FROM I..00AI,. SI�PPLIER d, Fq.{.OU! MhN16ACiURER'S DEiAILS.M'D SPECffICATIaJ9 AS REtd11�P. � TYPIGAL DC2Y llJ�LL 5Y5T�M �-`7 NOT TO SCALE NOTES: 1) All erosion control measures must be maintained and functional through construction. 2) Sediment discharge a�d tracki�g from lot shall be mi�imized. Sedime�t which leaves the site must be cleaned up daily a�d hauled to an appropriate location. Sedime�t must be swept f�om streets, �ot flushed. 3) Construction Entrance must be maintained and/ or top dressed as needed to minimize sediment from leaving the site. 4) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized. 5) Cha�ges or deviations to this plan shall be submitted to the Carmel Stormwater Utility Services for approval. 6) The individual lot operator is responsible for installation and maintenance of all erosion and sediment control measure until the lot is stabilized. The operator must comply with all requirements of the storm water management ordinance of Carmel, Indiana. 7) Area drain / manhole protection must also be used for sanitary manholes for protection during home construction. 8) Front lot lines shall have non-woven silt fence. Back lot line may be woven or non-woven silt fence. CONSTRUC110N DRIVE Temporary construction drive to comply with City of Catmd Storm Water Management Ordinance. 0 w m � � 0 Z � z Q � W � 0 d W � � 1 AdEASURED AT PftOPERTY iJNE 3,,,�_-0 20' MAX 5' 3'-0 TAPER' 12' MIN TAPER 4 �-�__________� - CURB -- � GUTTER----� * �* SIDEWRLK PER DETAI� 10-14 ��C6IJCRETE '+�- SIDEWAIK PER DETAIL 70-14 � DRiVE � � � WING - � x MIN. 6" 1 � � � ni fOR All AFPLiCATIONS EXGEPT ft011 CURB RESIDENTIAL DRl l/�WA YS NQ SCA(E N6TES: * FOR IOCAI ROA6S FACE OF CUft6 IS TO SE 6 3J4", $ACK OF Ct7ft8 12 3j4" ALL 6THER ROA6S FACE OF CUR6 IS 56 $E 7 1%2°, BACK OF CURB 13 tJ2° ANY EXIST{NG GURB, SHAII BE SAWCUT AT TNE NEAREST JOINT TO THE REMOVAI lltdiTS AN� THE EXISi1N6 CURB REMOVED. CONCRETE 6RIVE AND/OR SIDEWA�K ACROSS pRIVE SHALL BE A MINI�IUM OF 6" PI.AIN CONCRETE. i�NG5 SNALL 8E S12ED AS NOTEO REGARDIESS OF EXISTENCE 6R LOCATION Of SIDEWALK . _ _�� I�� i ' � � ■ � � � � � • , � � � � � � � � LEc�I� $ EXISIING SANITARY SEWER UNE $T EXISTING STORM SEWER IJNE SF SILT FENqNG OR SIIT SOCK PERIMETER PROTECTION � AREA TO REMAIN UNDISTURBED aCURB INIET PROTECTION . AREA DRAIN / MANHOLE INLET PROTECTIOW -.- ORAINAGE FIOW ARROW S �� PS PERMANENT SEED -_o� 1EMPORARY CONSTRUCTION ENTRANCE �ow uNE S�l STOCKPILE PROTECTION - - - SUB-SURFACE ORNN XXXX PAD ELEVATION Ttie overall project site operator for "Lot 16 Spring Run Estates - Section t" Operator Name: Scott Bates Company name: Christopher Scott Homes Address: 736 Hanover Place-Suite 100F Carmel, Indiana 46032 Phone #: (317) 408-4853 M.E. MATCN EXISTING GRADE 856.o PROPOSED GRADE BOX �� - EXISTING GROUND CONTOUR SURFACE WATER FLOW � _._. � � ,.... _ � -�,.�;� � � `t ti � ----------870---- � � � � � i�� €� __.�..�____.M.._gi.� � s � � � ------��--- � i ,� --------------------� -� ------ �JM FENCE/ � T �.,,. � � ' ' �� '�' ( � �. �.. � � � � '!i�' �� -- .. , • . . �• ,., _ � _ .. ,� _ � . _ � � - 7.5' E `� � � � 1 � LUMINUM FENCE ,� � ,E, � �� - `' - - � � - a _ ,� . � r - - - - - - - - - M.E. ``,, � �, M.E. �� $�' ,� OPS " � STON�E,� � PS PS ,� � °� � .� WALL ,, � (�.E. � � �f � � � .. � � / o �' `�' ,e �°/'%� ` ;� o ,,,,. i o � `� � � , C.O. ? �� ` o �,. D�� c SANITARY MANHOLE RIM = 865.1 PER SUR4EY r_..� �` N \ �� , �� N \ �� e � I�� i1F'.�C�IC��.�.�C� LN� ' Lot Number 16 in Spring Run Estates, Section 1, an addition in Hamilton County, Indiana, as per plat thereof recorded as Instrument No. 9431 in Plat Book 2, pages 272 in the Office of the Recorder of Hamilton County, Indiana. Also, A part of the West nalf of tne Soutnwest Quarter of Section 4, Township 17 North, Range 3 East in Hamilton County, Indiana, being more particularly described as follows: Beginning at tne Soutnwest corner of Lot 16 in Spring Run Estates, Section 1, the plat of wnich is re4corded by Instrument No. 9431 in Book 2, page 272, in the Office of tne Recorder of Hamilton County, Indiana; tnence Nortn 11 degress 47 minutes 36 seconds West along the West line of said lot 209.78 feet to tne Northwest corner of said lot; thence South 05 degress 05 minutes 25 seconds West 201.37 feet to a point which bears North 85 degress 29 minutes 36 seconds West 60.93 feet from the place of beginning; thence South 85 degress 29 minutes 36 seconds East 60.93 feet to the place of beginning, containing 0.141 acres more or less. J1 J1 J1 � /� �V✓ .Li. Ii�+C Indiana Underground Utility �ocation Service (1-800-382-5544) was contacted on November 6, 2015 for marking of utilities (Confirmation #1511060120). The nature, size and location of utilities are per plans and locations provided by the respective utility companies together with field observation. The following list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for �eld location of services and verification of size and nature of services. Member Utilities contacted: Electric: Indianapolis Power & Light Company; City of Carmel Fiber Optic: Level 3 Communications; TW Telecom; Fibertech Sewer & Water: Carmel Utilities , Gas: Vectren - Noblesville �1 NOTE: IN THE RESIDENTIA� DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO Cable N: Comcast cablevision - Indianapolis THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR YAROS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCN Communications: AT&T Distribution STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. CONSTRUCTION ENTRANCE �. � 5 °"` � N �t �, � 1 � CONNEC TO �� EXISTING LATERAL � � � � � \ �� N � � �' , ,�.� � � M.E. n _ $�2.5 � _ ��m �° � �, STONE ��. � � � .. � mm STONE . . � ° �� WALL � .,. ^� �i ° / ° � �t - - � � ��°�, . � Ps wA�� _ Os M. �l �, �, ` � �� ° � �. � � � 61.8' a �,` � 4.75' 44.8� � 87 �� .�� "� - � , 12.0 � . 23.4 .�.. � . ...... �. PS � � �, � � �) E. \ � � � �k � �., � � �� , �' a ��.�_. 3.5' "'• 9.1 � � Q �' � � �'� �� ^ 9.1' r � �� , � ._,.., -,.. = ,�--- ° � ��' � ``' � �' �. a �, �� Q � �-� � 3 CAR GARAGE � � � } C.O. � DRY �E�� o � � � °� ` � M.E. � .� 3.5 , � � � *� --� �. � 12 � � � \ y� .�� `` .� Ps � �� 44.8� n ' � �` � � 6.7� � �, � 2.83 � ,� � v �,,. �. � N .� �, �, * S NE � �� Ps � � �`�~ N �' - � � � �4�? 872.6 .... STONE WAL ,.. � 0 35.3�h � W LL , � ' 0 � � �� `�, �� M.E � PORCH I�� .�,�" ,�3.0 � y �,� 90.0 COi�J�lECT TO � � � � EXIS�I�G METER �"'`- � � � � g � " � 1$.,�, � ,� � �. � �v � N r � �,, S ^ �,° � t � . � �� . � � .. 870. % - - ( - 8.53' � � � ,,m �, � � � d � � ; � �� ..w� " - .. t M• � " - ° - F,f�AME A�brA�ONRY�` � -� � � � � � � � �� "'� �70.7 „�m. � � � � -- � _ �_ __ � � -�`�" � ' � RES�f�ENCE W�ULL � � �1 .�,� � � OJ � � � � � t � "� 51.0 � P00� DECK ,, -- �" $•0 `- , � �; � C � t � t � . 4__ `-0.5� i Bq�E � � � � _� __ � - � � o ��, PS / '� r ,�' i r �' ° "' �4 � � � 18.40'. . ., r-- � � �\ � t� ( � � � i � 1.5 i � � � � �. � i � ��. - � � � / � � PORCH 000.� � � � �� i � � Z, `� � � � ��n '' � �� ,° ,,� �` � 2.s; �`� ", � ; ,.5' �' k� �� , �� 1 � c� � �� , � � � °�� ,, POOL r �. ��' �0 2.8 o t � � �o � i � � � � �, r-- � Ps � � � � � �_ � � ,�� o �' � M � 3 � � M.E. ' � �� t `�, � � � � , P _ __ � o �° �, � � 0.5 � � �� .�.�. � .. � ,� � i � . �, t �r � �� ,��.�.��__.__�_ �� __ ._., ,� � `�� .�i�� ,f��,� � ti� �� >'� 2�' � M.E. � � o � � � 1 � / = r- a � � � - - - - � � � 8.0 � 0.5 �� \\ �, � -.� ...� __1 �.9' '�°O � t � �� 870.7 �� ti� �� 7 .8 � 5 a� e �-------�'�--' ,, � C� � � �� N � � � � j � ,�ST E� � � � � _.. � __ �m . _ .� � 3:5 ;Y, � 14.8 " o i W --�-._'-- �� t Q 0. ,,,��v�, � ps �� , � ��° (`` ° 3�.5' �,. _.. M � 3.5' � � � / � � 1 � � �- �i ap 1 � o`�p � , � 1 �' ��. � � a 1 � ��;� �°� � � 2 .5' � N 5.2'�i f � N� (1 t ° � � , � M.E. , � � _ _.m , � r � PS � , � \ � � ' \ . --. � � �.. � 1.3 � � �� \ �� '� �' �, � �`� � ��' � ; 72.6 1.5, �.�� ' � � �� ,. � � 6 � t� ��°� °�*,� �; � � � � �" � o � .� S � I 1 � � e , O M.E. � � �.. � � € � � �°� � � � _ � , � � `� � .� -° � � � � � � � � �'��"�� . 3.7�� ; , �.�.. �' >STONE (- ��*_.. � � � , �A G � � � � � ;��;.,�� .�- - � � � �� 5 .. _ ,� 23. ---- ,� DRY WELI� � � ��,�\ �� i � Ps �� \�*"°.,�/ �",,' ,�� µ� 13.7' ,� �3.3' � ___._ - � � �-' -) �� i �1,. % �f� o`�� `� � ,,.�v� -�`' ��-'-° ,' 872.6 � ,� 8~7�. ��.� °" S �, t ti T____-- °� � � �, � � � � ,- �" � 11.3 -. �, w�, r � � °� � h � � ` �=� k --- �� O � DRIVE � i � � \ a ��, °� �' M.E. � , . Ps .�.. � �� ' � � , � _ ._ __ � .�� ._ -- .��m � ._ .� r � � � � \ 8 `°�,>J � � , � �� ; � _ � ~ ......._...�._.m_ M.E. .�,�"�"" � �,..�-- \ ^ �� S � � �,� �� .� . . � .. o r � \ �. ,�. ,,, �. ,.�m y N � � � G� a�' `o X � a, X � ! B G'°� � .m.. . � � \ � j LUMINUM F �E x �� ` - - - �°° �' _ _ O° - � � � � .�- � __.. �� - � � � ._ " ...�_�� _ _ -'"�� .- � � 'y £3 M� \ � � x � - + X . x -=- � �OT�17 RESIDENCE POP lJP FOR DRY WE�L DISCHARGE TO SURFACE ON TO 20 SQFT OF STONE ROCK GARDEN A MINIMUM OF 25 FT FROM RIGHT OF WAY SANITARY RIM = 86 INV = 851 PER SUR� cn � 4 "� SANITARY MANHOLE RIM = 864.6 PER SURVEY Finished Floor Elevation Information Pad Grade = 872.0 per CALC Pad Grade + 1.0' = Garage FFE (873.00) Garage FFE + 1.5' = Residential FFE (874.50) Residential FFE - 11.25't = Basement FFE (863.25) Minimum Lowest Adjacent Grade = 870.7 Minumum Flood Protection Grade = Not Speci�ed by FIS Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 865.1 Downstream Manhole, TC= 867.1 Cammunity Restrictions - Zoning and Setbacks Side Yard = 10' Single Family Rear Yard = 20 feet Aggregate = 30' Zoning = S1 The client and contractor's attention are directed to the following notes: • Purpose - The within plot plan was prepared only for the benefit of the parties indicated hereon and for the express purpose of obtaining a residential construction permit only. • Information from others - This plot plan was compiled based in part on documents, such as construction plans or record drawings, prepared by others, and is not based on a field survey. The Schneider Corporation cannot and does not warrant the accuracy, completeness, acceptance or sufficiency of such information. • �owest Finished Floor Elevation - The lowest floor elevation depicted hereon has been determined based on a variety of factors including, but not limited to, (i) the pad grades, elevations and/or contours taken from the construction plans for this subdivision, (ii) the architectural plans for the dwelling, and (iii) nearby bodies of water and jurisdictional flood protection grades, if any. Unless otherwise stated, no information about water tables, soil conditions, or soil types has been provided or stated on said plans. If any ground water is encountered during the excavation, or if other known water elevation or soils conditions are present, the builder should contact The Schneider Corporation to discuss possible courses of action. • Minimal Tolerances - If the home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and/or easement lines, it is suggested that the builder have the foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines. • Existing Conditions - Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be immediately reported to The Schneider Corporation. Failure to do so will result in the contractor's assumption of all liability. • Drainage - Contractor to ensure positive drainage away from structure(s). • Sewer/Water �ine Separation - Contractor to maintain a minimum distance of ten feet (10'-0") between water line and sanitary sewer laterals. • Area of water tap to be back filled with granular material to within 10" of top of curb. Area of water tap to be restored to its' original condition prior to construction. • Sanitary Lateral - Contractor shall cut excess off of sanitary lateral as necessary and begin from that point and connect to house. • Sump Pumps - Contractor to place sump pump(s) as needed. • Pavement and Manholes/Cleanouts - Contractor shall not place pavement or concrete, including driveways and sidewalks, on or within one foot (1'-0'�) horizontally of any sanitary sewer manhole or clean out casting. • Sidewalk Placement - It is the responsibility of the contractor to ensure correct sidewalk placement. See sidewalk details and/or as built plans as available for specific sidewalk details and placement. • Ramps - Contractor to install street access ramps in accordance with municipality requirements. • Note - This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or a surveyor location report. • Nearby Manhole Casting Elevations - The upstream sanitary manhole top of casting elevation shall be no less than one foot (1'-0") below the F.F.E. of the residence. Granular back fill suggested under driveway at sanitary sewer lateral trench, water line trench a�d any other excavated areas. (If situation occurs) �ocation af utilities on plot plan are general locations per plan and should be verified in the field. Note: Builder is to grade side yard swale to grades snown on tnis plan. If builder is unable to acnieve positive drainage away from proposed structure, tne engineer snall be contacted. builder is not to deviate from grades shown on this plan witnout the consent of both the Tne Schneider Corp. All mud in streets from trucks leaving lot to be cleaned at the end of each day. Straw bales and silt fence to be used where needed to keep mud off of streets and out of storm sewers. Note: The basement elevation, depicted nereon, has bee� determined and based upon tne pad grades and/or contours taken from tne construction plans for tnis subdivision. Unless stated, no information about fluctuating water tables, soil conditions, or soil types has been provided or stated on said plans. It is recommended that the basement fi�ished floor elevations be at least two feet (2') above the normal pool elevation of any adjoining bodies of water, unless a study of facts reveals otherwise. If during tne excavation process any ground water is witnessed, The Schneider Corporation should be notified immediately. The basement elevation should be raised two feet (2') above the ground water, and additional construction techniques should be incorporated to alleviate future problems. This plot plan was prepared based on information taken from record plats, subdivision plans, record drawings and plans provided by client. It is the responsibility af the contractor to verify site conditions prior to construction and notify The Schneider Corp. of any discrepancies. POP UP FOR DRY WELL DISCHARGE TO SURFACE ON TO 20 SQFT OF STONE ROCK Flood Hazard Statement GARDEN A MINIMUM OF 25 FT The accuracy of any flood hazard data show� o� this plot plan is subject to map scale u�certainty a�d to any otner uncertainty in locatio� or elevatio� o� the FROM RIGHT OF WAY referenced flood i�surance rate map (FIRM). ALL of tne within described land DOES NOT �IE within that Special Flood Hazard Area Zone "A", as said land plots by scale on Map #18057CO205G of the flood insurance rate map (FIRM) for Hamilton County, Indiana, dated November 19, 2014. \\\\\��r�uniiinuuira �5 L. �'''''� I certify that the plan shawn hereon was prepared for the bene�t of the parties indicted hereon and for the purpose of �� ,��s"re`RF��I� � obtaining a residential construction permit only. It is my opinion that if the proposed finished grades are constructed as =�; � N0. -�= shown, the surface drainage on the subject lot will be satisfactory for residential construction. This plan was compiled -= S0303 == based on documents prepared by others and The Schneider Corporation assumes no liability for the accuracy, _ �= � � completeness or acceptance of those documents. This drawing is not intended to be represented as a retracement or ��;, STATE oP `` ;� \ % ,Si �NDI AN,,•� o�� original boundary survey, a route survey, or a surveyor location report. ��%i�i� S�R��``��\ ��iiiiriir��u��\\\� 'C"�..:� L. LEGEN O � � � INLET OR CATCH BASIN � SEWER MANHO�E � TELEPHONE MANHOLE � ACCESS COVER T� TRAFFIC MANNOLE w� WATER MANHOLE • MANHOLE °coCLEANOUT # AREA LIGHT �-� U1ILITY POLE WITH GUY 1MRE �lR U1ILITY POLE WITH RISER �D F�AG POLE � TRAFFIC POLE ❑� U1ILITY PEDESTAI OE ELECTRIC METER � ELECTRIC TRANSFORMER cu CONOITIONING UNIT -►a-- U1ILITY VA�VE ZT HYDRANT O WEL� -►�- WATER VA�VE OW WATER METER -�- GAS VALVE O� GAS METER � -� SIGNS � MAILBOX j�$ � TREE, SHRUB -$- BENCHMARK � SOIL BORING - - - - - - - - - - OVERHEAD UTILITY �INES T V UNDERGROUND TELEVISION E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OPTIC F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S SEWER LINE _ _ _ _ = UNDERGROUND STORM SEWER UNDERGROUND SANITARY SEWER EDGE OF WOODS X X X- FENCE �INE �� FLOW LINE S�chneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fa x: 317.826.7200 www.schneidercorp.com Civil Engineering GIS * LIS Land Surveying Landscape Architecture � � . DATE: PROJECT NO.: 5-09-16 9999.031 DRAWN BY�'� CHECKED B;I� U t1 REVISIONS: 1. dlg 6-06-16 Revised plot plan per comments 2. dlg 6-14-16 Revised plot plan per comments 3. cwd 6-17-16 Revised plot plan per comments DRAWING FILES: T:\9K\9999\031 SRE - Bostic Topographic Survey SHEET NO.: � OF 1 SHEET