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I t� Cr� ,- 00 `\ -�' 11 1 a0 f \ S N - . �_ ____ ____ ----- � •. ;, l.Q�`\ . • � _,�_\^ \ \ \ \\ ,\\ \ i' / ' /� �� i �' /' � I �I 1 � �^��°�O1 � ! mX . O i \ ;tF, 7"V < / \ \/ Li \ ♦,� 00 Ile `, ✓ _" _ `� -��'• J� <_ Lam_ t�. f/' � t._ i -J �\ j _ ,`_ .\\` \\ \\, ` .-/ t> I j \ / c' \ S \ \ / , 00 \• 6/�� o U -Z 119 )j 1 O 9 \ '` ` ` \ ' LD �'� ♦ N lJ- ♦ 6 H la.. . el, J GENERAL NOTES: \ 9� \ 00 00 _ 00 m °D I 1 153 ,' t - v radius of 25' , \00' ,'' \p� \�� i ` 9F ,1� \ \ ♦ \ 1. Curb returns at all roadway intersections to have a r 11. All known unlit locations shown are approximate. It is the -- - _� / I y 0`/ �J,, \'sF `} \ •� `� \ / ,,i;� �\, lam_ ,^1, \ `\ Y PP / \` measured to the back of curb unless otherwise noted. • ��' l % I /1 eh' ' m contractors responsibility to contact all effected utilities and the ; } I o� r t �\ l y y5 , p•, ay\ s, \� oh \ 9 \ local utilities protection service prior to excavation. Ii (� f _ 2. See Detail Sheet for roadway cross section and pavement section. 1 `.. ' o I o 1 ao ` i �- �,\ tel. C:1 ♦ `' 7 \ . , \. /4! y ♦ \ cv \ ! / ' oIo1 - i `p`tj-iL.:°� / 1. \ 69 `♦ 9�B \ \ ,' \\\ O/\6/`\ \\ ��0� \F- 1,9\ \ details see sheets 44-48. 12. Grades have been established to maximize tree reservation. Field o \ 3. For intersection and cul-de-sac adjustments may be necessitated to accomplish developmental 1 ` c`'� (._ �� I i I 1 v ,/ I i I •�` _ — v \ ` ' \ i oo Liz — 4. See detail sheet(s) fortypical construction details. _ \ ~ LL \O a j \ 100 3. Grades in wooded areas are to be used as a guide only. Elevations ; ,/ LLL °° / \ o, `" �� e / �� \ "��: o oo• 1. / / m 1 ) N All dimensions are to back of curb unless otherwise noted. / ` 5• shown within proposed building areas are minimum finish floor �... P P g N v t / �.../ \ _ °D •�• \il.b, / (.�, \ • \ x N o0 \ \� v i / / foo co• , 9 �. - ��. / 00 `.. •�(. r� \ \ `- , , \ II !.' elevations. Houses and grades in wooded areas shall be custom ;^ m 1 °� og , - , v _ - _ / Q \ \ \\ J-3 6. �. 6. Ends of all curbs to be chamfered. f Q F 1 o �, \ designed, constructed, and graded according to the lot. However, f :- < �' I ,y '\ \5p. 83 drainage patterns should be consistent with the plan shown hereon. oo10, <,, / \ �, �` \ S o - \ 's l ! `\ 7. Roadway shall be constructed with continuous 6" perforated00 underdrain as per D.O.T. specifications. (To be placed on both / / ` — / ��/ / ' 14. M.E. - indicates existing spot elevation; contractor shall match cr sides of roadway.) i I I o / \ 4 \ ( 1 / p • o \2, l • , 26 -- \ i/ ♦ \ ` \!' 'Q 9: x" 6B N existing grade at that point. LEGEND; 8. Structures along curb line are stationed to the middle of the 15. Where M.E. match existing)is indicated on the construction plans, ;LL- EXISTING mo:structure and offset to the back of curb; all other structures are ( P 00�� 1 O.'\/'vl_-•v" - �• Q ' / ` / . C^ \ °�Geld observations should be made to assure positive drainage is ( 1 ,Q, �l -o PROPOSED stationed and offset to the middle of the structure. _ / 4/ assured. ` ,I_i ` / N iP `', tl `9c� // / \�� �c.�,x\'��S� `O�Z /6��, \ \\ �1`y2' \ aN_o 0�0 I, 00 \ `\�1<19 _---- --= STORM SEWER P 9. All lots are to be served by a minimum of 6 sanitarylateral. v. m �� \ \ \ •`� 6i "til / I , In \ 1 Jr fj , ti i % �•, '� ' .9 l ` 2 O ` \ 6 • ' h Laterals shall be installed at a minimum slope of 0.61%. Laterals 16. Excess dirt to be stockpiled in areas as designated by the developer. ) 1 1 1 1 t„h•, / \ , �\ X \ ���\ o s\ a'L-, -- SANITARY SEWER shall extend a minimum of T beyond the easement line. p MANHOLE 17. Check benchmark with existing grades and existing topography e INLET • 10. All points of connection of proposed sanitary and storm sewers to before beginning construction. Any discrepancies must be reported existing systems must be verified from a known benchmark vertically to the engineer immediately. END SECTION and horizontally before start of construction. Any conflict with the STORM STR. N0. F] plans must be reported immediately. O D D Revisions and Dates Designed by:b o 0 SANITARY STR. NO. G E. B� �i BEN •'��.•;5T'R. 90'' Title: FLOW ARROW 3-12-93 Revise 146th Street R/w grodin9 �,'� •�` G E F••' G' SITE UTILITY P Drawn by: ° :� � Corporation 3-28-93 Delete Str 80, Add pipe run III -112 No. 3-28-93 Add 20 Lft 8' CMIP to SSD outfalls \ � CONTOUR DSC 50441 501 Congressional Boulevard 4-09-93 Changed Street Names Checked by: STATE OF : Sal I to 110 & GRADING PLAN SPOT ELEVATION (� �f{ l Q` MATCH EXISTING M. E. *,',Y,II/� SURv,,Carne I , I N 46032 Approved by: r,,, iI 1 317 843-5080 SECTIO'N 2 GRADE B 317 843-5089 FAX SEB Date: Scale: 1 • =50 ' Job No.: 114-0522 Sheet No.: 6 of 52 DGN: 522G5.DGN PRF: 522G5.PRF