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HomeMy WebLinkAbout05050111.6FTR. STM. STR• !,, TOR= 893.61 G e + \\ , , ..� I �� ��\vt \ vvv �n �� \ 11 , 1 ,� . \ � � 11 � / ` 4, / / V A'' A \ ` ' VA 0 \. �Q. � � � \ "t \ 111 1 V 0 0 __ ` ,V y ``:,\ '` Vv \, - 0 1 \ 60 ,10 g tFN ae t \ v cA m ,? �_ - ' \ v ; y vv r . _< G' " \ IN ,',\ ` ` '-�! 1 <___� \\ .l ``. I ,,., 1, \ ', \ - ".\ \\ \ - /f f 1 ,,`_ f \\ � , \ ti (/ :� \ , ` i� \ , ` f' ' \ \\ \\ \ � + , \� \ VV '1 A\ ',\ VA A --------------- A I. \\ �, \ __i \ R STM. STR \ ;` \\ \ \'.\ r T g � ,\ `,\ \ \` \ ` \ ; \\ \ " " \ \ - �\� D VEL O � TAR =� \ \ \ \\ - \ I 1 \ n \\ � \1 \ \ . ; i 1. I \ f I I \ 1 , \\ \ I 1 ,� � 1 �'�. ,M. STR \ \\ 0 \ o1k \ ,. + FTR• S' 8 i \ \ \\ \\ T \ \ �1 \ + 893.62 TR No. i \ - TOR= STM. S F 2" RCP \ -- \,\ \ `;\ \ \\ \\ \ - _ ?' �"� 40 L.F. 0 1 I\ /�__ =�� \ , 1 1 \. , '\\ \ � - =_ \ _ _ - - ° - -- _ r _ - - - - - -- - _._ �_ - - rog0�- �� +g��� rd - -- -_- _ �TC 894.44 ___" _ -- g� 893.94 Sao• �\ �,' - _ -- -- - _ - _ ' _ r, \ 1 \ \\ INLET 4 ao.' _ - -- - - 1 1 i \ CURB _ - I i, 1 i I 1, ' \\ \ TOR 892.70 \ r �$`, _ -$g2 _ +1 1----- - - -� -- - r i ill - -- - - - 1 i t \ \ \ INV N = 890.09 - - -- - -- ' 3 1 _ >-•.. � _ _ - � - _j \ i_ - -- -- F -- -- -I - - -- -1 I -- 1 - - =%'t - - -- --_ _r / ,' i \ \ �,1i \\ INV W = 890.09 \ �>� _..- 2-- __' - - - ��\ P - - - - - -- RC _ -- 18" _ - -__i - - _ - -- _ F OF - - -- - -- -- - - - - - -- -- -_ - - - - - - - - -- : - s - - -x.. - " t- i -- - -- - - -- ___ - �\ - -- - -- . __ -- - - - _ - ' - - - _- - - - - - - -- -- _ \ - - _ -� - RB I �i �T -- - `` �- - -" - --_ - �._ '� - -� t�\�. =_ _ - \ gC gg3.53 :w .. �'�' \ 16 7� 11 t -5 -Q-_ -0 - -- � i - - --` - -- - - -- �_ - _ -_ - - _ , 818 - - �,�q, W - e _ - _ _ 'mss _ _ - -- - ----- _ - .g_12° --G _ -- __- - - -- - - - -- - _ ® - - _ _ - - - - - _ -- _ _ - --- - - �- \ ` \\ O \\ \ \8 _ \ ` - '' - - -_ - -� - -- - - ---- - -- - -- -- ___= ��_ ��� I" pvc \ \\ cam? \�\ \,*„�.�. ® - TC Aso' _ - - �, - - tr - � _ - - ' Coll , cu�a ' _ �� _ - --- - -'�, \ \\ � \, '10 i-' == -l?' �' _ ` �. - -_ - - _ - - - -- - _C -- -� . _ _ - y == , 2 - \ \\ \' tA. , - = � --------------- - - -- - - - - - -- - - 11 I - >I TOR= 892.75 -a - - \\ \\ _ - _ - - - e . - - - - -- - - --- -- ` -- I i <, INLET TYPE J (W/ SUMP)'. o _ \' _ \�- \ _ _ + \ \ ---- - - - - -- NEENAH ,,'' E ti _ >-�_ _ - \ .-" i �� ' � i i �� $g3 g�.� - R- 3287 -SB10 � - a�__ : _ __ - _ - ___ \\ .� r go- �� 1 -� -T INV. = 889.40 3 SYS. OF L' CoNC cUra , - Oex. ;.i\ \\\ + + \ �� +� \r, I ---- t- - - - - -- RIPRAP - - - - -- R �5 893., s� - - _ _mot -- - -- - - - -- - ---------- - - - - -- _______.___.__.________1 _ - - -- -- Q _ .c TC 89 .80 \ \� l 11 `!Ii .e - -� �.�; -® �..� 8C 893.30 \ \\ C INL J Bs3 - - \ ( \�' ii \ 47 q, Ln 0 3 894.24 -� - -° �° I 1 ! I ti M. _ - ------ - -- - -- _ \\ TOR = 892.76 ; + i \ \\ INV - 890.16 -Fe'' - TC 894.44 15" RCP _ - ___ -____ ±g �__=- -�'_ ; I -� -- --893- . =' - - -- - 8- K " -" ag - _ - -- -- \ \ REPLACE CASTING I ' ! - g -- - ®`� �\ .�� \\\ W/ APPROPRIATE \ i j , 893.94 _ _ =- -= - / � I °�; c�i cv / 6 - _ - -100 `°I \ TC 893.70 \\ FLAT CASTING TC -_ ___ __ = -`- \ ro I a. - - '' / _ ELEV -- 892,56 i \\ (Gr.A55) \ I {t 893.91 _� _-_ --- � �; rn m rn o I @C 3.41 ^-3 ° ..J I c� _ + ND SE N _ �� I 93.20 P 89 a• ;= °��" � �\\\ CURB INLET lyres / INV. 889" 5 °, \ 892.42 1 �f _ -_ - _ _ _ - _ \\` \ TOR = - 4 1100 r- m f- - -INV. a`as:0tr +�, / + \ \\ _"�` - - -- ' -` ' \ INV N = 88...43 �7 !.- + \\ �� \ i \ TC 893.60 ;; � ! 8 - - �.^� n \ r - 889.53 II - _ _ \ ti - - - - - BC 893.11 ! i NV E _ 889.43 r _ �O __ v - z.. - - 89- - - - - -- -- �`� \y , \\ �b / 1 - 'RCP /I' NV W:= I - _-` - - e, -- +^ _ w _\ �\� \\ \ i 5 t CV? -_� / \\ I 'All Ip � � - 3.5�} i1 f'. . - r ! 1 I- m TC 893.80 / 6,13-893.12 ® 1' \8 4.401 � 89� - -rt \ i . + TC 894.00 I .�.. . . .I : _! ��_, BEEHIVE INLET rl � �I . 8 3 " BC 8 3.90 ) I '61 BC 893.50 STM., . NI' '9;a ___I�' I TC = 891.86 II _ I - - / 12 ! . .\OF 12 A�• TG 894.5 \ \ TC 894.65 '- ' q�, 0 I + y� I' INV S = 889.35 1\ - ! RCP 01I OX C 8 3.65 0, C 3.6'S \ \ / \ \ i o' .�' [§1; -- - _ _ _ __ __ ___________ 1 I / q� / \ _BC 894_5_ 5 o TO 5I .. , . -- . I -jtj1t•E =-889.47 � i it I \ 8 3 5 -\ r 'u 1 0000 I 1 ,4 . , �, I INV W = 889.61 ;-� ,Y ! �' Zo o° u, GRADE TC 893.90 C 89 .40 .! '\\ ___._- _-- - -_._. _..____ \ + +��o. I- m 1 I: -'! 4N, �I`, "t, ;, c �� 893.30 BC 893.40 g BL 893 9 I \ \ I oo! OU ! c� \ C83.90 \ i �..- _ • .. • _ _ Ii . ! II 114'4 . + 1 + bo c I B.. 3.40 C 89 .8 TC 89 .28 \ \ / I \ \ -, - es; r i I 892.90 893.10 C 3` \ \ � :nor, - - -- -� -- _' ------- __ I I 9 .37 \�c. / \ ; \, En LO I I a v c. 56 LF OF 8 PVC C 8 \^ � ° i m °a • �,`� m FOR ROOF DRAIN t 893. A9\ \\ ; /\ I \ \` \ \� o `J -1 0) rn I ° i Cn �' I ' I 0 2.57; GRADE �'� -- -- \ \ \� / \ I \ \\ I b d 00 00 . . �.' I: I 00 70' OF V- BOTTOM !. I 34 \ - - - -\ �( \ I \ ` ?� \\\ \ + 1k , U U t�s ----L - I U U SWALE 017. GRADE j i; I , ` z \`) �- TC 894. + / \\ \� � \ �i \ ;,�. F- m _ ®- lj-. ! - -- a a} ------- - - - - -- - I i A ' gig \ \ BC 893.85 4� C 4. TC 8 4.3 � Q� uV TC 894.55 / \ I / \ .1\ I .: - - -- -'i -- 3.36 I : .X �` ,• S i! � Q ? ao b' C 4.05 C $5 BC 894 0 C 9'S $ I 41. \ \ �, +§�� r - - -- c 2.86 �-------- - --- -- n �I \\ g' 992 - - - -- \ _____ _ - - - -_ I I �*--_____ __ ______ - -- - -- - - - - - -- _ \ i , y� � _-?,� - - -w .. : = =Q -== =T -__- � � \,�`oo f �; m } 894.40 894.40 \ \�goa00 I\ t +ti \ �\ -- ------ - - - - -- �� 894.05 ill !t1r`- g- z =y - . ' ! ��\ \ r°° ri t -iI a� t -I 894.65 894.65 I � � \ 1 \ , \\ I: \ \ STM. CO. ' \ - ,I \'\ 11, \ 100 YR. FLOOD I \ �+�`' \\ II - q = =` <; \ \ M0) I I ; �, �, 0 894.65 \ \ \ If .1 h1 I. u I '' \ i N °i 1 I t � I \ \ , \\ ELV. 892.56 + . - - - -- 1 \\ \ U U �> I INV 890.80 \ I 1 III !I X11 I d ; !- m a`' ! 894.50 894.65 ,� ; \ ° k ' \ TC 893.95 �i '1 ;€ III I E 92..6 �- +� \,� \�'0 CONNECT DOWNSPOUTS TO \ rn.rn l \ \. BC_- 8 91 45 - - -- . '.,I � IP; 11I t III �" I I I I +� ,) STM. CO. \ �, VI \\ , \ , I j! III.. _ :1 t I �� I� =.,- I - I 69 LF OF 8' PVC FOR ROOF SEE ARCH. PLANS STORM SEWER W/ ADAPTOR INV. 891.55 �,� \ \ \ \ \'`, ex. son. m.t,,... I I ) BEE II INLET4' I � I . - - •,! I !e, II - P ; _ -i !�' DRAINS 01.049e GRADE FOR SIDEWALK AS REQ'D. (iYP). � U \ I \� \ I \ \ ' \\ ' \�, tar== z >51.46 \ ! ; i�1 !r !� ITC =,1 92.35 i I \ `' \ -- e ! . II }h� TURNDOWN \ \\ ! ! L' i€ , I 1= 890.64 i N - I ,o \ �, Inv- 879.28 ----------- ___._�� : - �, 71 LF OF 8" PVC FOR ROOF \ \ \ a� aqJ' , \ \\ o . ` .• I i; t 4i INV 1 890.00 I -- -t' o I \ \ - \� \ �.' \\ ; Inv =879.1 v9 , \ 30 INTERIOR ROOF DRAIN DRAINS 01.049' GRADE ! \\ 1. `� , \ a, �'. ! ' 1 I BANK ONE BUILDING !'s ! INV r 889.88 �, Q I (REFER TO PLUMBING PLANS ° \\ ` "�r o ,,, l t< �, 1 I 1` I ^ • ! FF v= 854.02 ''' !' ri ' � + v INTERIOR ROOF DRAIN , 1 rr I rn �� \ I I I a I !! ! LO LO % ` ' ' z I ' FOR CONTINUATION INSIDE - �� i It ! i! r V .';,i ; I MEDFORD PLACE I I \- +� n I €. I u t ! BUILDING - TYP.) F � / °' --- - - - - -- 1 I e i, .1 B ! 0i ri I , " ICI :� i \ :' r, �� ' n I I t [F F. ELEV= 894.65 STM. CO. I \I � } INV.�ea� \I \ \ I. 1 !11 N o I • j iii I I it II STM. CO. \ i( rr` /' - co 1 i� 4 r, I.. ,i .I ! ` m I� w�, I I 894.32 �f �. 1 \ - - - -- `r r) t'. ' .I ° � M I <I it I = _ -_-__- ! TC 893.90 ! / ', / \ \', \ _ i• t ! x 6n PVC - n N E; ��LI , \\ , I , , \ 1 �1 - I U U ! ° 11 ! �', , BC 893.0 OT r 2 \ €�� U U I.- : I o ry I r-m I i u I n>R ,I " / STM. CO. FOR EXACT DOWNSPOUTS & INTERIOR rf ;` \ a / 1/I \4 j ` ~ m I. i1 �} i i . t ii i �' I'�i'� - - 893.10 , INV. 891.55 ROOF DRAIN LOCATION REFER TO / `' / r \ i\ !_ i1 � rn 893.90 I n I I " _ ( /f / It ,- - - -- -- - ,.I ARCHITECTURAL & PLUMBING PLANS, ° � ! '` m :n 1P `, ;! 4, ! II t , 5 PVC FOR ROOF DRAINS ��-- - -r-.. - - - - - -- - -- I I. ; m n t `i- - - - - - ! - - - I- `IIL - - - � - - - 1 - - - - 0 MIN. 1.04% GRADE (TYP). NV .890.0 _ r in m_ j �� 5 ; 11 � Ill I r� / \\ ,\ `� \ \ `•, n ri o,z I•. °'� j�iF= = =_ °=�I- -. 7 . I II 1 o,'L��i I 1 - - - - - - - - - - - - - - - - _..._ - ..- - s_ - - - - - - a) rn v n ! I II! a ! ��/ � I r t, . I it i + °�,' I t �� 894.65 894.40 , - I - - /-- - f ; -, - - - - _ . 00� - - -- Mmm!. -- qI 1 .7 o1, II ,/ 894.40 r� --- - - - - -- - - -- , I I �,- U U U U i , `, U I I ! °% �! 50',OF V- BOTTOM ti 5 4.40 894.65 �- '- I ! 1 I 11t !! l \ 1. t . U m I I L I 0 894.6 2 I \ F-m UU; I I a + V i,l I I cI \ I �/ It / \ �0 \\ I- m I. , ! 1 €I , - r_- 1 \i ,P ' .I SWALE 0190 GRADE m m �, �ti 894.32 I ) rI I /` -rte %, � - -, It li I 1 -(b c '� , ! � i /, , . . ,_ -� a I II t �i - � 1 �� :n :n 894.55 g 894.32 I I �+ r r/ / �,e c ! �_ ��_._� i. t , r 894:50 I ,,, ` . \ � �__ -- --i .. p '4 .. . , i TM - 894.10_ t . I i,l U I , o0 00 894.55 894.55 W // �°�� + \ \ \ , '\, 1. h 7. I.1 I,'MT�`. I . � � �, iI � 41P 894.30 I � \ „5 \ l A t - .:4 + - . r�iu:) a < t?Tr.'1 aI I Gi J !I w rn rn 893.80 894.30 894.30 / rr I `,\ ° 1 .I X11 - ( /11 t I I i^ , \ G" �. g a a' �) .' I �i, I ! �9 0 : 4 r1 00 00 g 894.30 I �, /r " \ tv` ��IP --- 7- ____�l___ r - - -x _ _____ -�_t �.� r�� .�,��T� ,� ) ' a°'oaa'ot c� rr 38 LF OF 8 PVC FOR f?OQF ',1 \\\ \\ \a ii l� I TC 89.95 1 i i \ \ \ \ \� ;' �'. u ! 1 ,� c f\ 1 U I I r li I I/ €/ DRA NS 0 4.349 GRADE '�, '0 \ -\ \ ;I III T� 893.951 BC 8� >.45 I I I T 4,. i� I ! .�i I! I o 1 r O n q t/ \ \ j ) n \ \\ a BQ 893.45! ! I r I x:50 d ! Y'e 11 I n � illi TC 894.20 y/ �-� /r--, � II ; e ! v�/ 1/ \ \ cA n i I I I I ''�� / I r-i �i � TC 894.20 I I rr / STR. No. 3 6l ` 13 r' \` I I �° \ \ ! F' ° I! I I r B C 893.70 ' o �11 i C 894.20 I q I 1 ' / a' " \' l C0 CO I i ', , - �- TOR= 892.80 \ \ I ! ! I !L!I �� iI / 1 07 n, \ \: O s} �p o �, \ \ III I I \ \ ! r ! I W t` \ I BC 893.7 + rn ur; / \ o \ I , y� � ,, �� a) '� I I I INLET TYPE M (W/ SUi�tP1 \ cr \ J I 1 t s w !1 ., � \ \N `3 II 1 Q��-, N n �� „ C 89 .7C \ ° cD \ iC 893.6 ! I 1 ^�] \ // m \ p�j M a) . �j ` 1C, Q7 / / � � 42 L.F. bF `° _ I, ��, ' z ��, 892.85 \ 893.70 00 1 0000 oo Ir I NEENAH R- 3287 -8810 \\ M BC 892.96 - -_ ° 12" RCP '. ti ! U U UI TC 89 .86 U xrt / INV- 889.15 \ 25 % 1 rs o �`J TC 894: y;h .t ;'� �� 893.70 IC 894.20 ah I-m ti.v BC 893.36 m 9 /r / 1 \ �. Z 893.58 BC 893.75 �^, + _ �;) i'I ; I 1 u I ' _ _ _ , w.. B 8 3 7 + TC 893.9 i� \ _ + s, F� _ ____ ____ __ __ __ � �, .. I / z' C 8 3.45 I I , ` - 95 L.F. OF 893.76�M.E. - 3 ,Ca E / I I l ; ;r RIPRAP REQ'D. \ \� �ti "' STM. STR. No. 21� 12' RCP j 1. STR. Na. 2 O , i ` - \ \ CONTRACTOR TO 893.86 e-- �G�a I rr l -\ `\ \ \ °I TOR= 892.65 VERIFY EXISTING' PROPOSED GP.OUND- MOUNTED S4Gti TOR- 892.70 --•� 5 o I % /t v, END SECTION rcY�\ W - f vi I r 1 ! , 9 6> - - -- - NEENAH R- 328 ? -S810 i i M \ ,) \I BC 83.06 ' i i I I I i i a ��' i " - -- \' \ INV. =88970 ,L �GQ DRAINAGE ` i I ' / I // I, t i i5 LF OF 1 I , I ! ! �s �� ?r - \ \ \ / 1 ASEMENT I 2 RCP \, 1. 20 LF, OF 4 PVC PERFORATED OF I ,�- 01.07' GRADE \ In y ` 11 i r i i I I I I I I !��t `-, I ' - °' UNDERDRAINS REQUIRED TYp. �.F' i 1, tr ° � ' ` DRAINAGE "'` r ` �ti' ' v, 1 \ EASEMENT +�' `,, h t TCI 893,80 I ! ! ! I fi I ( ) r/ o" I I I i t TC 84.2G r ! I ! I ! ° t :;.� C 893.8 \ ` / �A` r1 / ,, r_-__. BO 893.30 1 I I BC 803.70 1 1 I I I I ° 1 ,,.% v =` a • \\ \ \ / TC 893.95 �, ;, ivy PARK NORTHWESTERN \ \ ' ___!_ __ -I t I Y ___ I ____ _; ; ---- ----------------- _ ,i. ---- -- - - - - - -- - -- -. --- - ®.o -- - -- - �- -- - --- --- _ ,1. i ° -,rr � , 1 `4 -^ F I 1 C ` L {� : In- '-------------- - - - - -- - - -- _ 11. ti _ __ 1 - - - -- - - - -- r I ^ \ r _ ... -- - - - -- -- , - - - -- N \ - ---- - - - - -- -891- - ---_ _ _ .� -- -- - - - _ __ J i \ b� INLET e\ 1., \ -- - -- - -- apt - - - - - - -s9a - -r / 888.0 gab. \\ . \ \ - - -- - - .. F '--ae� ---- • 1 1 + TC = 890.01 ,4 ' \ \ �>- - --- - - - -- - 1/ J, g / 1 N \ --- - - - - -- -------------- - - -- -- - - -- -- - ` - - - - - -- - - - -- - - - �6 INV = 885.59 - ' � r ,1 I = , . _ _ -�`�- - -- - -- -- - -_ a l� f '1 -- I \ o� I ko h - - - -- _ _ __ _ _ _ _ �\ c 18 RCP \ -+- - _ ,92-- - - -__- - - -- - - - -- -- - --"I- i _ _ _ _ __ ___ ________ ___ _____ __ __ _ __ ____- - - -__- ' - -+ ----------- - - - - -- -- -------------------------- - -?��� ------ - - - - -- _�-= 'r _ _- -ate %`_ -- - - - -- - %!A " - -'' -- Ln - _ v _ _ �• 0 �- - - -- -/ o- .assn_ _. '�- >®- �` ,------------ -- -_�� Ar I \ ®Fad � _ _,. \ II 11 11 PARK NORTHWESTERN ' `° °° \- �' - \ 18" RCP I I N:8 39'S2'W - 684,17 y �. -- - -- -- \_- -- Ta o _ - - - m \ \ I q,e�' REGULATED DRAIN EASEMENT i ii CONC w GRATE PROPOSED GROUND - MOUNTED SIGN \\ ! L . + EXISTI ------ - - - -__ - __ -__- I ... \ EXISTING / ^� TC = 892.90 (REFER TO ARCHITECTURAL PLANS \ \ °/ H - I r/ �� FOR DETAILS 400' - 12' W o \ \ ���' i �� - o . I i� �� �, INV = 887.94 - - - -- )___________ ___________________ \ r o \ I V =88 7 t `\ XIST. I - `~` _ _ _ _ __ ___________________- _ = == - ---- - - -- -_ _________ -- o' \ I \ tV- BOTTOM SWALE ------- - - - - -- ;�. _-- �- - - - - -- ay. a �x0. I------ ------- - - - - -- -+ `892_ �' t' L v' 1 -- - - - -`• -} -- - -+ - -- - - - - - -- - - - - - -- - FFUTURE BIKE PATH P - + g -I a - - - - - - - - - - - - - - V In __ _ _ ____ -----=- C = - - -�- -, a`�- _ _ I ! - - - - -- ' 01' BY OTHERS) a� + = - - - - - -- n-; - ,_.___ �' ' a 41 \\ 9jb,0 ` ^�� �q' �� I ��'� ti' i _ _ _ Y .__ - -.__ . -- - a.. ---r-- --`- -- q. �°�. {� ° .° . o \\ O. I + �� I \� 890.74fM.E. + ;g\ + ` - -__ -� -- -1 o - �' +. 00 1 _ / , 4� c� .1 O - \ . ��. . a 4° , c5 4 <a < v.. . b, �_ t. + - -- -- T . J . . - -- ra . ti .. c =--- + - -ti 11 +l .I � _ '_.- V im- �a , `4 YO QJ w _� • OJ' - OU�• . �1._�.Q� 4[�, . ` iI .i�.�.- .- _. -.--_. � --1 ,,)\ V- "b �"�a9� + .�j - 4,• ^n `b 6 \, A e' ° $'b o 'Q} r,o t :W" 11 O ..� Q) `4 " ' Q)14 _ s - - - - -: -.-A�; _.'- - - - _ _- -"--` = 6 - a- - _ °� -="= - f I.�r� hj �, _ "�! 'j �i Q) l• - .- _ _ _+ 6. - -' - � _J/ ya •� tc 893.0.,, ,yg v10 �ti;�, -___ ''___ -_ W �- - _me 4 en sec _- - - - - -= - - - --- _- - - -- set - - - - -= - _ -q- - as2- -- + �° Inv n - 87111 ' ?, o - - -- ______ - -_ --- - - -- -- ___ _ _ _ �_ _ v - - -- ; -- 890--- - - - - -- -_ env= 87.45' ----- - - - - -- \l�,t `1� __ 1° -- - - - - - - " �a� '�o inv s_ 871 06- -__ -;r .� ..= +,�5 9 __ - - - - -- j - ----- a�--- - - - - -- �- -- - - - - -- + �� ti - _-,_ - -0___n - F- - - - - -- 891 - -- �- - -- ^ - - - -- - - - -- \ ' q +1 � ----- - - - - -- 1 _- -'b - - - - - -- �ti m`w, _ - - - - - m� - - _ - - -1n v` e = 877, 83.. ----- + _ _ _ - - - - - - - - k _+_ -- - - -- -- - -- - - - - - - - - - - - -- __.._ -,, - - - a, -- - - - - -- � _ - -. - -- - - _ - - - .- - - - - -- . - - �o -� t - -- -- - - - - -- q� -o -- - - - - -- '--- - - - -+e °' - - -- -- - -- _ ___ - ____ >> -- - --- ._- I'- - --n!• -------- - -- - -\ ---- - -- - -� -t--F �� -- - - --i -, - - - - -- ------- - - - - -- - - - - - - - - - - - - - - -- 'b ---- ------ - - - - -- --- - - -- - ti" q>�i� -- ,a --- - - - - -- G� Q -- - \ I cD�' -- ----- - - - - -- - - -- -- - ---- - - - - -- -- - - -- + --------- - - - - -- - - - \ a- - - '�, --------,;,, ` _ -___ � (3 AN ,_ ____ - - - V, \ - -! -I +-- - - - - -- - - -- - - ,0, __ ,�.�.` I- ..'1 t A \ \ I Ol .: I: --- -- - - - -' -- - _- .- -_ o_ VICINITY MAP N.T.S. PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB -a CONTOURS 3�1: TC 000.50 4 CURB ELEVATIONS -II- BC 000.00 o� MAIL BOX 000.00 SPOT ELEVATIONS O' 20' 40' SCALE: 1' =20' EXISTING TOPOGRAPHY LEGEND A WATER VALVE FIRE HYDRANT I6 SPRINKLER CONTROL VALVE ® TELEPHONE X -BOX -a TELEPHONE PEDESTAL 3�1: LIGHT POLE 4 COMBINATION POLE -II- STREET SIGN o� MAIL BOX • POST GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE DOES NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND /OR EXPORTS. 15. THE SITE IS / IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO205F FOR THE COUNTY OF HAMILTON, INDIANA, DATED FEBRUARY 19, 2003. BENCHMARK: ACE T.B.M. #S -78 -2 A CHISELED "X" ON THE NORTH, NORTHWEST BOLT ON THE FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF U.S. 421 & NORTHWESTERN DRIVE ELEV. = 894.86 ACE T.B.M. #830 A CHISELED 'o" ON THE WEST SIDE OF THE CONCRETE LIGHT POLE BASE LOCATED IN FRONT OF "Clubhouse Cuts For Kids" behind "Wendy's" ELEV. = 897.58 ACE T.B.M. 63 A CHISELED 'X" ON THE NORTHEAST HEX NUT OF THE FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF COMMERCE ROAD, APPROX. 250 FEET NORTHEAST OF THE NORTHEAST CORNER OF "Target ". ELEV. = 892.85 CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - �� �Y`r�,1' Architects 11 ,y« © " {' Consultants y , / - r �s a- f ,f yf Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256'3917 317-47.5580 317543.0270 Copyright (C) 2005 - American Consulting, Ina PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MEDFORD PLACE (LOT 3) AT WEST CARMEL CENTER CONSULTANTS fET4y .. , ;IsrE44 N No. `� * 19900549 * 1. STATE OF /HD IAa, , - - CERTIFIED BY / DATE- 03/31/06 DRAWN BY- PED CHECKED BY- AF ISSUED FORS DATE- ACE PROJECT •- IN2004.0948 TITLE - GRADING PLAN C3.1 E