Loading...
HomeMy WebLinkAboutMarshAtLafayett-2-- - - --- ;I I _ __ _ t_ � - - - __ - - - 1 � 1 - ._ - - - ._ _ . - - -- - �._ r - --` - - - ,r _. __ I- -_ _ . � I - - - =­� - I - - I ,.-- _._+ __,____- _.__ _ - - - _, _ - _ __-�---__--_. _. __ __ .__.,.„,.� _� ___.... .. ._______r .,.___„,._. �,,...-� .._ _ „r,,._ ,_____u___r __,.Fe„. ,.—-.�__�_�_.. ____, __,. ____.___.......�...T_-____...__.,---,__..,-.,._.•-.,.r , ,.__,.._ __ __ __ -._ _.. __. _,..K._ _ w. __., ,�..>.__ ,�..,_T, _�.„,t_.,,__.� .._� ® F; ` - f - x+...•<',.._ r_,r--ten ± ` r_, _ - I I I / / - , - h - t_ - - =__ - � �_ -- _ _- - I I O / °, -- - � I I tl��`/2„ '�S /PP 5 I 1 / , �Mp / ° ;OR 3 57 '" .0 i �, r _ - - , �� O� I , I x �/ BLOCK I Il I - -- I I .)�/ i -I �� 1 / 8 !j — _-.- MH 5 1 gTvNG 8 / M H 3 I I EX /I W/ _ I, I u/4 !1 I I / I Y=2+94 EROSION CONTROL --may / _ I I ; Z 5 I �'l 5��� � / � I / �Q INVERT AT BEND a�1 _ I #.. 931 22 i , / 11 PROPOSEDASE0 it MENT -I I II ' ~ F PROPOSED 20 UTILITY :, / UTILITY E w 3Q EASEMENT . • BLOCK I -�W I .� � 1 \40P J# / Vj I —i / QL 1, � ; I i i IN I q I = I C.� 1 , Y- ; I I 1= t INVER AT BEND F_ I \ I ` a I Y. 1 / � I OD HYDRANT ��y�6 9 7.27 % I \ \ \ y�"o EX (STING , /y��Q- / I Q � CnNTRACTOR TO CONNECT SANITARY .0 If �' I I± /` \ 4tir SANITARY SEWER SEWER TO EXISTING LIFTSTATI ON 0 �� / 6 I I W 1 ►= 64' B.M. TOP NUT HY w -; \,\+A \ \ / LIFT STATION BY CORING OR AUGERING SIDEWALL 4 � I z I I z I; /^� , E LEV. 956.05 � �' I \ AI \ \ / ♦♦♦ I \�Q' / Q-/ = I _ PROPOSEd 20 UTIL Y /l - /L \ ♦ + 0 1 � w � EASEMENT\ II I �� I P \ \ \ ♦♦ PROPOSED 20' I / I = I Q I W j = pp _�- ' -� ��\� '��/ ! \ \ ` ♦ UTILITY EASEMENT / W \ / L/�;I D'� ♦♦ I 0 \ ♦ ♦ J / I i I \ G \ \ I Q / _ I O _ ` - - - - _ MH 4 P _�� / , I ♦♦I - I¢1 - f� \ \ ♦ ♦" Su � so I- � �' � � I I _ — — — —. ROPpSED �� / ♦♦ I1, N,� %, \ - I -?I I i WATERMAIN QR Y SE --` j, ♦ '1C \ \ V \ \ \ �� / I Q I - - - - - —I--- _- i ___ i MYDRgNT MH 5 ft • �'9 \ \ �pQ I - J I � — — — _ — OL BEACH _ _L - __ - ;' SEE SHEE _ �_ \ � / o -' - _—_-� i t Y T�\ \ ° I I BEGIN PAVING — — ` — — 11 \ _ �y I I ;I _ _ , \ \ 2 I z I SHORE , - - _ - Fi \ H I I- Fi -11 - _ s'\I',� �in^ � I � I - - LLS — 'E1 TqR} V, \ \ - M H 4 I a I I • - __ I _ ` \ �"I 3 1 _ r - - __ sF��R\ \ tiyoR - I NOTE: ALL SERVICES ARE TO BE _ __ \ \ /4,1,1), 7 I a I VERIFIED BY OWNER AND EXISTING ROADWAY TO'BE OVERLAID WITH I I/� I � I I o I CITY PRIOR TO CONSTRUCTION ;S 2 11 \ \ /�� \ I I BITUMINOUS MNDOT SPEC 2341 :I' i� _ �I \ � \ �\ PP° a I I �f - _ NOTE: RESTORATION TO OLD BEACH ROAD IS INCIDENTAL - --- I', �I 9 I z I - _ -A:, �Ii \ \ � 1 � 4R - \ I I i. - -- \ - - ............I... .•.. ............................................................... ... ...I.......... ......... f -: ..............•......................I......... �...................................................•....................................................................... ...................... - . , - . .......... •............................................................................... .. . , . . . Oi.z t1J - .:.. . . .. .. .. . . I .. .... ..... ..•.. ..; . . .. .. .. . .... •. I ,; �:C Z I O��S CiP ')=X '5'T i NG " l�Nn . ( �T ' T+,z T I ES Ii I... S�ic�vVr� � ,... ' . ' .. . . . • e SHOWN Pik- ATV -APPROiIMATE WAY' ONL'Y'. iT � S VO CrUc'+�t11�ITETro :'TmT - 1r • -, . • - .. .... Ali - 'OR..*ALL :�1iXI ST I NO U•T�I L I TI1 5 ARE SHC)*N . •THE• •C6NTRACTOR 'HALL : �- : : : : : Tl1 TERI .1 N'F,' :TIHF_ ECAC:T:1LCrAT 1014: t1r ALL I�i.5'rIN0 'UT- ILITI•ES St_ QME 1 r ; \ . .. : . . . : • • '9 ORK. • HE -!A RE 5 TO BE Ft4LL;Y 'RE5PQjg5 Z1�LE' Pam: Ali Y .mn , : * : � J& ` ........ ...... ......• ........ .. ' ..... ' ...... ...' .... ..... : A�,�Z.... D,�1h GuS �►H i C i:..:M I G'�i $Ir . FE)NF_f)-...g�...H.� SS... F'A�-LuRE... To...mckc '1'Z'Y .:..... , . ..•.. ..... •. ..... ... ... _ - �.. ..- . . ...• .. .. •.. _ y _ . •. • :.. . _ z-d''�.:MD' PMER .E ANY ANl)..ALL'UNr)EACVJN KD uT—ILI I -ES„ ^ • .. ' ' • • Lim u ' ' ' 11 • . . . •• •' • • • • -' • • • . " . • • ' • •. . • •. . • • •• •' ' • ' , • ' ' • . . . ' . •- '• '.' •• • • .• • • • • •' ' •. '• '' •• ••...• • •' .. . ' • ' •..•• •• • • '. ' • • ••• " •.•' • . '• •'• •.... •• • '• ••• • •• ... ' • •••.'•.• • • •, • • 'w . , ,• • I,I — • 1. • • j pt _ Q . . .. - i 1.Z F- _ a�1QTE . • i tayd-.an � beach taiarks are ta• •(top - , --;y- . t!? - ... .... .... ......... .............. . . . .. . ... .. ... ..••............. _ - II z . Q : �.U.�..Q.I.:h....d' 'an't';.. . ....... Y .................. ..... ... . ................... �......� _. ... .. . - :. .....r � ... .. . , :� Wit. .... - — I — - Z : ... .. .. . ... . � . � .. ` . : - - M .: .. _ " ... L ¢ . • •; ... —� .. .. .... tt 4� _ ..FI �, •11 N M 0� y U• . idsT E• : A 1 1' t i t• s and• •d r r ' starrce;s are ro the :'r v - X _ =v -•% �?, 1 . : . 2} . . ce•nz •r••oE••su ace strip tu•re ::z....:.......... ~ 960, 1 - . .................... ........ .... . .... .. 960' �- ''' :.. " ... '........... :................. :...:........ -...- • ...:...... :...... ..... : ..... .... _.• .... ' . • .. : . I :.................. .. : _ _ : . :' .. I - I : NQT ;.: Al Sewer � r.Y 'C��'.a're .:Iotca.1ed 3:r. :. drr?wijs trearn #ofi water services : tf - . - • . sej�ies..ar;d''w�ter &*ia 'ito '•t•h•E• &a:me 950 . . • ... " ~_ - : i ... ... ...... ..... ..... ... $ t ........... .. ...... , 0.. , n . w ...:... ... . ............... ........................ C �'s:"o'Ii:'�''e::':riQ:t'� Y. I ........................................................ . ':r.h... 950 .. .. . .. .. ..._ I` , .. .. . . .. . . ... • .. _ - —. I 1. : - ..... • . . 1 _ . . . . _ �J� . .. .... t—le,........................ .. ........... ; ............... I....... - 1 .................... ... ........................ .......... ...,...........: .-,:.... :� •-- \ • .. ..940 ... ,,.r • .1. .,- • - . t.. \ / ,� ; .. ti., . : N . .r .. . . . .. . ..... .. . . c _ . i f' : � ... .1 .. :.... ... ...•. - , - `:,_ y,�, l .. .. .•...1.. .... 1 ` j .. .. . . , �k • 5� ' ... - .. - ... .. . , • . ... . . ... s4R 3 '. � . : ,, �I III. Ili ;. _ _ .. . . . ... .. .. : i _ - - ►r a, e i.. • �. .. '� 930 • C•L . ............. ...................... ......................... ................... ........... . :............:........................,..................... ��..... . .... :1';9... .. 930 , l 4 i f}i :.. . . .. •: C,, SPR ... _� 35 ° " : SDR CL ' 3�4'- H P'V p.48 /° .. .. .. . .. .. : ' ' :. ' INV,.J :9'? .I III ilk aR . . - : .. t • .. .. . . . .. .. j ' II PVC CcD 4 5%�, 3 5 j, 81, .PVC c�. . . . , .. ' ..... • 1�1 4 `34 • : . - .. . . i . .. . 166 8 ... ... : I Nil. �z?!4' ... : :.............. 9?01 INV. N:E'9Z2 _[2 .. . ... ... .. ............ ..................... . . ...... ..... ....•.... �I CL ........................ ......... _ . . . .. . .. . . _ 920 M •21.53........I.... . . .j.�..... 11V...� ..................... :.5�(J",oZZ:1'Z':' ci : Cl: . . - t ... ; .. - I ..... . III' ' : : ..:. .:..". ...: ..::.: OL1.1. .. .. . �1. �I • . .. .... . ... ..... . .. 9£ :.: .: ' ' • :'..:' .. : ' :..:. :' • . ' •••.' . : ' '. .. :. :. :' : : ..............................................I............... ................................................................. li ............................ 4 .............. ............ , .......... • . .............. ;.................. •.......;:....,.;.....;;...............,.: ;.. ...... • .. . . .. AI : :.. : _ ; • .. : :. :.. : 1.. :.. • I _�-2118": 92' 411 - - . ............................................................................................................................I...... R NmC 0 ....................................................... ........ N - ......•.........................................................................................................................................I........I.......... ... ...... ... . ... ]I .........................................................................•..................... .. II ....... ..........., .. ..... .. ............ :. .. ....: .....:... ........ ..... Il1 - . .: : : ..: . . ::. :.:. :' . :. '.. : .' .'. :: :. ' :'' :..... :.. ":::" :.. . I : ... ..... .. .... .. . .. :... �. .. fi . ....... ..... ... .•. ... .... t . .................................................................................................. ................ . ''' .: : ............................................................................................................................................................................ . : :. .... : . .... : : - . .........................................:E�................................................................................................................ .... , :....:...:.....::.......................................................................................................... . ................................................................................................................................................................ y .................................................................................................................................:..... 2 3 4 5 6 7 8 9 0 I 2 3 ,, I 0 I I I r ENGINEER CERTIFICATION DESIGN REVISIONS OWNER PROJECT j SHEET TITLE I DATE PROJECT N0. I I DESIGNED BY DATE DESCRIPTION I ,FEBRUARY-,1991 I INC.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT SANITARY SEWER WI LLIAM R. ENG ELHARDT ASSOCIATES, CWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND SCALE 90-149=09 THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER DRAWN BY THE MARSH AT LAFAY E TT E CO. R D 19 CONSULTING ENGINEERS THE LAWS OF THE STATE OF - _, . _. EDGA'R W. BLANCH JR. ` , 1"=50' SHEET N0. 1107 HAZELTINE BOULEVARD ®SUITE 480 ORONO , M IN NESOTA AND PLAN' ;x I PROFILE „ , ' '"` '-�'t" CHECKED BY - OLD BEACH ROAD I = to CHASKA MINNESOTA 55318 I VERT, _ = 2OF3 t, a -� ;F f fr f REGISTRATION NO -__-__--- _-- --a-------, j � HORf 1, I - 50 N DATE - , - �.w, i t 4