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J - D I I I 0 -X '♦ ! f \ ! \C•i ).)' _ O. j \ i� • �� q. of \. - - 1 c. - ' /�\ =:i _. �� ^ >", ,1 _ - i' �.J„ 1. x , , G I 0 0 v '� �`r 1_ y t ! +' G I I I I x G` z ! I x G i I x G �G I I I 1 G f z V- x G_ Q� �� -' . .. <_ G O.. -- •. r ♦ I L 1 � .Q)� ,v., .d�'t r -I'' 11)c ....LJ 11 -, I I t I I I \O f (1 ��,, >, �a 1 I f/ / c• J ^\ \ I{ I l z + ' _ 1 !1.._ I j _ I r X ' .. �. vG n` /' " �_. .0 ;- , -: .! I I i 1 { I � rf � I LEGEND EMERGENCY FLOOD ROUTE -848 —_ EXISTING CONTOUR EXISTING SANITARY SEWER _ - = EXISTING STORM SEWER PROPOSED GRADE 848- -- PROPOSED CONTOUR PROPOSED SANITARY SEWER --*- PROPOSED STORM SEWER -- :ago- -- PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) PROPOSED 10' PATH 14 902.80 M.F.F_= 903.50 LOT NUMBER PAD ELEVATION SCALE: 1 "= 50' PAD SIZE 80'Wx70'D %,1%%­ �LL,LrLRIN rrrr'''�. (UNLESS OTHERWISE NOTED) �� "%* *;Z`.O• ... F1. �9;' -,'' 47,-- '................. G ):z iG's Q No F� ' M.F.P.G. MINIMUM FLOOD PROTECTION GRADE = _ 10200495 NO OPENING (DOOR, WINDOW, -'-op% STATE OF .- QQ` s BASEMENT ACCESS, ETC_) SHALL BE -,1 *1 . .. ... L. ** G���`• LOWER THAN M.F_P.G. A /1 8/ONAL O' 1" 11/11 hill," ,1 35' PROPOSED 1� 3 " GRADE REAR YARD SWALE. 1.00% SLOPE EXISTING 0 GRADE PARTIAL PAD DETAIL N.T.S. DENOTES 4" SUBSURFACE DRAIN TO LOT -- DENOTES 6" SUBSURFACE DRAIN ROLL CURB NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. NOTE: A DEBRIS GUARD SHALL BE INSTALLED ON ALL UPSTREAM OPEN ENDED INLETS { AND AT THE POND OUTFALL PIPE. I _ - I r _, 1 =' 1 j I ! ! I I I Q x Qti -- _ ; �}, J _�--� ._ � J ��: ; / lit q °i~ -i I !�IG. .-. - i i i ` 1�. 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I I I \ , I I \ \ I i; o,` °h O` \L. / 0111 . i , S \ \S'0 q \�, 0 \L . /• 0 \L 04z"� a \\ n: xG xG - ,' i'xG -. " ' :xG \ ,.G xG ,\ xIG i -I xG - `- - ( ' - 0�6 / / i I X, `_` EXISTING GRADE X �' _ X /// - j i T.O.B. - 910.00 T 0.8. - 60 -- - 00 I ! ELEV. 91 t I O�` -, �- g ! j _4. 4 _. " )- OJ�`7 / 11 1 f \O ` 60 't I I _LA ^� n, r .�-,.: -: / \ \Dry i f' I \\ \ \�\O �J RECOR OG �G c.. ! 0 \I n\= C,�' r),t' , / �G I 0G ,' 0G __� 0 N.P. = 904.10... x < G I I x G x G x G < ' I ( 903.10 903.10 . ; . ; I I I I ( _ -- -- 1 1 11 j i i i 0 / ✓` 1 `_ ., ,. .� \t' �. c. I ; I j ' °�� �,�� (,,?✓ aCPOSED i j I I ,�0� 10' 10' 0e, -. X O Ck�rBO I I O i i I' j I '� 1 I I f 1 t r ' C6 I . j. '. 1�ro �. i�� 1��• 1X t \O , \p(�^ \1 �0 \ 1p1 ` ry1 /; :0 - - L •�(- g1 �`i `� 19 ,1 a G OG GG \\ 0\ \ 0\ P \rye- \ \. \O- p ; o t O - JEFFORY W. DARLING 0 x xy xG Registered Land Surveyor % ', 912 j - - -- - - - - -�_ - _ No. 900017 11 \ ----- . -. - --r �r 11 /, % _IF h EMERGENCY BOTTOM = 896.10 O ENCY SPILLWAY LAKE 1 a �--� " # :PC"Ory O, _ 9' _ - -- �v - S`s �� _ - \L O�� L° O1 o `, % , - I i:. •:.: n II -I) rr 000 \O: \ ' 0__ - `p- _ 10. \°• \O' \p' 00' r x ;G C - 9 ! n 9 0- 9 0 G �, � 0, ><� - x (a-- -( 37-_ - x G._ -. � - - x x G x G x CROSS SECTION A - A � _ .. - - - O►�O _ 0- , -a'' ' - - -- LAKE #1 O�� - __ ' FUTU '` ECTION -X � X ~ - - - -- - - " _ NOT -TO -SCALE �\ x- x � 0 0 V G � O 1Q I xG F G G e- - .1 .Pry 01901ODr*K I ,.� � excava to moterral no t required shall be removed from the site. tl,� °-ovide TELEPHONE POLE, B. and place any additional fill material from offsite as may be necessary to produce the grades 1i I °� equired on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility the "HOLEY MOLEY" of Contractor for any costs for ti fill needed. I I � �` 2. �)��_� � REMOVAL F L 0 TREES ii, UTILITIES SHOWN ON THIS PLAN ARE BASED C,� xF A. All trees and stumps from area to be occupied b a road surface P P Y area and building pod, Trees and stumps shall not be buried on site. II \-, marks made upon the ground by others.) AND 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value " and worth which do not impair construction of improvements as designed. I „� - EVIDENCE OR FOR WHICH NO ABOVE GROUND ii, I . In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect f p t o protective measure to be taken, if any, to preserve such trees. SHOULD BE VERIFIED BY THE CONTRACTOR 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas to be excavated. -I' Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. i '- X5, UTILITIES 1A. Rules and regulation governing the respective utility shall be observed in executing all work under L_-,---, �`� this section. � O� B. ft It shall be the responsibility of the Contractor to determine the location of existing underground III utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free O I I 2� 1 -800- 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. 1i "�', :6. SITE GRADING P, 4' j A. Do all cutting, filling, compacting of fills and rough groding required to bring entire project area to subgrade as shown on the drawing. 11 " B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas I shall not exceed 0.05 feet plus or minus the established u es grade, Provide roundin gs at top and bottom I _O of banks and other breaks in grade. v' y, Wit` C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, t. �G�, c0 . so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall r 112 not remove his equipment from the site until the Engineer has verified that the job meets the above a h r 1, _ L tolerance_ FORM \EARTHWRK TBM # 9 RAILROAD SPIKE, UP 1'± ON THE WEST SIDE OF A POWER POLE # 13423, LOCATED ALONG THE SOUTH SIDE OF STONE DRIVE TO ADDY # 13405 AND TOWNE ROAD EAST SIDE OF TOWNE ROAD. ELEVATION: 908.59' DRAWING 10/12/05 DATE ASBUILT GRADE ELEV. "o %J11111111111"', ,... .!"•. q,' '," No. 900017 STATE OF . :=Q, �) •• ... •• •`A '',,,,,rrSU R�%L` -,. S &A #2 RAILROAD SPIKE, UP 1'± ON THE WEST SIDE TELEPHONE POLE, LOCATED 136TH ST., 3RD POLE ON THE NORTH SIDE AND TOWNE ROAD. "HOLEY MOLEY" ELEVATION: 907.84' SAYS: CAUTION O LOCATION OF ALL EXISTING UNDERGROUND - UTILITIES SHOWN ON THIS PLAN ARE BASED -_y UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA 1- 317 -571 -2648 CALL CARMEL UTILITIES (FOR WATER MAIN LOCATIONS) Y1 E < Ili Y W 0 a 2 a to cc I- a z a W W M 2 a 0 Q 0 o 4 O >. W � a I- ce M W 0 W N Q. J W a M S a In W 0 In a IX In C4 \ v I r- r, } M C) g::E a Y NJ- 0 0 w F_ W 0 C i L s s C C V C LL r ri A C JOB