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No. Type Tc/Rim Inverts Dir. 950A Yard Inlet 903.80 900.55 (W) 950B Yard Iniet 904.50 899.42 (E) (W) 950C Manhole 904.45 898.44 (E) (N) 950D Manhole 901.38 897.24 (S) (NW) 950E Conc. End SeCtion 897.76 (SE) 970 Yard inlet 900.70 897.68 (SE) (N) 971 Curb Inlet 900.79 897.91 (N) (S) 972 Curb inlet 900.79 898.07 (N) (S) 973 Yard inlet 900.70 898.32 (N) (S) (E) (W) 974 Curb Inlet 902.76 899.14 (N) (S) 975 Curb Inlet 902.76 899.37 (N) (S) 976 Yard Inlet 901.40 899.74 (S) (VI� 977 Conc. End Section 899.71 (E) 978 Yard Inlet 901.60 898.82 (W) 979 Curb inlet 903.51 899.16 (N) 980 Curb Inlet 903.51 899.07 (S) (SE) 981 Curb Iniet 904.36 898.84 (NW) (SE) 982 Curb Inlet 903.09 899.50 (N) 983 Curb Inlet 903.09 899.41 (S) (SE) 984 Curb Inlet 903.63 899.21 (NW) (SE) 985 Manhole 904.20 899.10 (NW) {N) (S) LEGEND -�� -�-- ----- EXISTING CONTOUR --�----- EXISTING SANITARY SEWER ---� � "�-= -- EXISTING STORM SEWER � PROPOSED GRADE �--- PROPOSED CONTOUR PROPOSED SANITARY SEWER -�- - PROPOSED STORM SEWER ���- PROPOSED SWALE PROPOSED 4' SIDEWALK (BY HOME BUILDER) 35 LOT NUMBER 853. � PAD ELEVAl10N PAn sizE so'X�o' � DENOTES PADS OF 2'-0" OF FILL OR MORE PROPOSED 6" UNDERDRAINS 4" S.S.D. TO EACH LOT � ' `� L'`. ��� .. �'Y tti4 y� l� � t . r� r.r�'f 3 j� J � E A. Excovated moteriai th�rt is'suitabie may ba uaed for fry�s, All unsuitable matertal and all surplus excavatad moterial not raquired shdl be removed frorr� {he aite. B. Provide and plece ony additional fili moteriol from offeite as may be necessory to produce the gradea required on plons. Fill obtained frcm offaite ahell ba of quaiity as apecified for fll�a herein and the N 0 TE: source approved by the Developer. It wlll be the responsibility of the Contractor for any costs for flll needed ALL FRONT YARDS SHALL BE AT A 29� SLOPE 2 REMOVAL OF 1REES FROM THE BACK OF CURB TO APPROX. 5' IN FRONT A. A1I treea and atumps from area to be occupied by a road aurface areo. Trees and stumps aha�i not OF THE BUILDING SETBACK LINE. be buried on $rte. ALL PADS PLACED SHALL BE COMPACTED TO 3. PRO�cnor� oF rn�s 95� OF MAX. DENSITY USING THE ��HOLEY MOLEY�� A. The Contractor ahall, at the direction of the Developer, endeovor to sove and protect trees of valua SAYS: CAUTION ond worth wh(ch do not impatr construction of improvemen{$ ag d��9��. STANDARD PROCTOR TEST METHOD. e. ►n tt�e e�►t wt or t�� exceeds o.5 foot ovar the root area, IOCATION OF ALL EXISTING UNDERGROUND the Dev�oper sho11 be coneulted with CONTRACTOR SHALL REGRADE EXISTING SWALES � ��� SHOWN ON THIS PLAN ARE BASED r��t of protective measure to be t�ce�, ff a�y, to preser�e �ch trees, UPON ABOVE GROUND EVIDENCE (including, 4. REMOVAI.. OF TOPSOIL AS NEEDED. but not limited to, mcnholes, in�ets, vaives, & marks made upon the ground by others.) AND A. All topsoil shali be removed from oll oreas to be excavated or fiiiled. ARE SPECULATNE IN NATURE THERE MA,Y ALSO Topsoii should be stored at a locotion where it wili not intertere with BENCHMARK: BE OTHER EXISf17NG UNDERGROUND UTIIJITIES construction operations. The topsoil shall be free of debris and stones. U. S. G. S. S- 7$ FOR WHICH THERE IS NO ABOVE GROUIVD EVIDENCE OR FOR WHICH NO ABOVE GROUND 5• ununEs STANDARD TABLET SET IN CONCRETE APPROX. EVIDENCE WAS OBSERI/ED. THE EXACT L�JG4110NS ����� N. OF 106th ST. CD EAST R W LINE 1-800-382-5544 QF �D EXISTING UNDERGROUND UTIL(fIES � Rules ond requlatton goveming the respective utAity sha�� be observe� in executtng all work under � SHOULD BE VERIFlED 8Y THE CONTRACTOR this section. �F U• S. # 421. CALL TOLL FRBE PRIOR TO ANY AND ALL CONSTRUCTION. s. It sholl be the reaponsffiility of the Cantractor to determine tha location of existk�g undergrou�d ELEV.= 900.]% l-800-428-5200 utilitiea 2 working days prior to commencing work. Fa utility locations to be marked call Tdl Free 1-800-382-5544 wfthln Indiana or 1-800-428-5200 outside I�dtana. FOR CALLS OU?'SIDE OF INDIANA s. SITE GRADING S.8cA. #3 P.K. NAIL IN NORTH FACE OF P.w.i�. #� 2--� 2$ A. Do all cutting, fllling, compacting of fills and rough grnding required to bring entire project aree to subgrade as shown on the drowing. 12 UP, POLE IS 33' WEST OF PANHANDLE EASTERN RED & WHITE GAS LINE MARKER. a. Tha tderance for paved areas ef►�►� not exceed o.�o teet abo�re estaatst►ed sub�ade. fu� other areos ahoil not exceed 0.10 feet plus or minus tha �tabii�� grade. Provide roundings at top ond bottom ELEV.= 895.�4 of banks and other breaks in grade. C. The Engtne� sholl be notifled whe� the Contractor hat reachad the tolerance as atated above. so that fiNd measuretnenta and apot elevations can be verified by the Engineer. The Contractor ahoil not remove his oquipment from the sfte until the Engtnoer has v�ifled that the job meets the above tolerance. _ Fo��EnRn�wRK � m N 0 � 5 W � Y � a G n m t!)mm 0 \ �v�3�iio� c `- N � � h N w . � � w V � � � � � z° J 1 � W � � W z H � Z O N Q d' � � o �% Z '�' 00 � `/ x ,Q � � � �o � N � I O O 00 I � � � � i `t o 00 a �. Q ^ z a M � `. ? I � w Z Z U 'Q Q J � 1..� � E-- z w Z Q f� W �_ c W �""' � � �� Q O � �_ W f -- � �U W � �.L� 0 Q� W CL � V! � Z � J W � � Q U SHEET N0. OF � % SHEETS '� N°' 19584B �