Laserfiche WebLink
NOTES LEGEND !Ill i <br /> I. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY JOHN 8. CONTRACTOR TO INSTALL EROSION CONTROL AROUND ALL 15.CONTRACTOR TO PROVIDE TEMPORARY SEED AND MULCH ON ---- PROPERTY UNE ©MH <br /> EXISTING MANHOLE • PROPOSED CATCHEIASIN illy g i <br /> DINER&ASSOCIATES.INC.DATED JUNE 25.2003 EXISTING CATCHBASINS AND MANHOLES PRIOR TO THE START ALL NON-PAVED AREAS WITHIN 7 DAYS AFTER ROUGH fili " 1 <br /> OF LAND DISTURBING ACTIVITIES AND AROUND ALL NEW GRADING IS COMPLETED.SEED WITH ANNUAL RYE SEED AT <br /> 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY CATCHBASINS AND MANHOLES AFTER THEY ARE INSTALLED. 60 LBS PER ACRE AND WOOD mULAT CH FIBER 45 LBS PER EASEMENT UNE ::I.:1" POLE EXISTING UGIT POLE 0 PROPOSED MANHOLE 11.2 <br /> • [REPoRT)tPROJECT] -DATED_____. <br /> SEE DETAILS 1/C3. 2/C3.3/C3 AND 4/C3. 1.000 SF. <br /> 3 CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS <br /> INCLuDING LOCATIONS OF EXISTING UTIUTIES,AND NOTIFY <br /> 9. ALL UTIUTY DEMOLITION AND/OR ABANDONAIENT TO BE <br /> PERFORMED IN ACCORDANCE WITH CITY OF ELX RIVER ANO <br /> 16 ALL WORK 70 CONFORM WITH CITY OF WE RIVER AND STATE <br /> OF INNNESOTA STANDARDS AND REGULATIONS <br /> EXISTING WATERIAMN .EEC M <br /> EXISTING WETLAND LEXISTING <br /> :i (LEC BOA ELECTRICAL MANHOLE A <br /> EXISTING ELECTRICAL BOX <br /> -6- PROPOSED FLARED ENO SECTION 1 <br /> PROPOSED HYDRANT 7• <br /> ill <br /> 107 A I <br /> I <br /> ENGINEER Of ANY DISCREPANCIES PRIOR TO STARTING STATE OF miNNESOTA REGULADONS AND STANDARDS. <br /> CONSTRUCTION. Ti. AU.EXCAVATIONS MUST COMPLY WITH THE REOUIREMEN1S <br /> ,...TEL PED <br /> 10 EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE OF OSHA 29 CFR,PART 1925,SUBPART P "EXCAVATIONS ---- EXISTING SANITARY SEWER EXISTING TELEPHONE PED1STAL IX PROPOSED GATE VALVE 1 g I A <br /> 4. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM LOCATIONS.CONTRACTOR TO FIELD VERIFY THE LOCATION OF AND TRENCHES" THIS DOCUMENT STATES THAT EXCAVATION <br /> gory /hi <br /> ENTERING STORM SEWER OR BEING TRN/SPORTED OFF-SITE <br /> IN AN UNCONTROLLED MANNER.CONTRACTOR TO VERIFY ALL EXISTING UTIUTES WHICH MAY INCLUDE BUT IS NOT SAFETY IS THE SOLE RESPONSIBuTy OF THE CONTRACTOR. - EXISTING OVERHEAD ELECTRICAL UNE XL EXISTING SIGN : . , , . , 1 PROPOSED STORM SEWER AT UNITED TO ElECTRIC.TELEPHONE.GAS.CABLE TV. <br /> anni=mainNi <br /> PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR COMPUTER CABLE,FIBER OPTIC CABLE SANITARY SEVER. ILL CATCHBASINS AND MANHOLES ME SHOWN ON PLAN LARGER ANC <br /> OF SEDIMENT AND/OR DEBRIS AND IS FULLY FUNCTIONAL STORM SEWER AND wATERALAIN.CONTRACTOR TO CONTACT THAN ACTUAL SIZE. COORDINATE LOCATION OF OF MANHOLE ' EXISTING ELECTRICAL UNE E- EXISTING GUY ANCHOR 11111•110== 01 PROPOSED SANITARY SEWER <br /> GOPHER ONE-CALL BEFORE EXCAVATING. COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT . <br /> 5. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE THE BACK OF CuREIUNE FOR THE CURB INLETS OR - EXISTING TELEPHONE UNE -PP EXISTING POWERPOLE -1/- PROPOSED WATERMAIN 0 c2 i <br /> OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND 11.All EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE <br /> REVEGITATED. REMAIN UNLESS NOTED OTHERWISE. AREA DRAINS AND MANHOLE COVERS. .<5.1:0[1. DS* a)- <br /> • EXISTING GASUNE EXISTING HYDRANT PROPOSED DOWN SPOUT.SEE ARCHITECTURAL _ ... 0,_ <br /> 6 CONTRACTOR TO PROWDE TEMPORARY GRAVEL CONSTRUCTION 12 CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING .c-TC 0 .e;,:q <br /> .CB <br /> ENTRANCE AT ALL CONSTRUCTION ACCESS LOCATIONS SEE IMPROVEMENTS.LANDSCAPING,STRUCTURES AND UTTLMES EXISTING CATCHBADN pt EXISTING GATE VALVE ,a2 E r:1 <br /> , <br /> DETAIL 5/C3. THAT ARE TO REMAIN CONTRACTOR TO REPAIR ANY DAMAGE _ <br /> 0 FYI z WOW <br /> • '" <br /> AT OWN EXPENSE. <br /> - •••• E• w <br /> 7 ALL EROSION CONTROL ELEMENTS ARE TEMPORARY. . <br /> 3 <br /> CONTRACTOR TO INSTALLEROSION CONTROL ELEMENTS PRIOR 13.CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND <br /> ....„(') 0 ' E <br /> TO START OF LAND DISTURBING ACTIVITIES,MAINTAIN IN ELEVATION OF EXISTING STOMA ANO SANITARY SEWER PRIOR E m- <br /> GOOD m <br /> coNooN DURING CONSTRUCTION AND REMOVE FROM TO THE START OF CONSTRUCTION. (I) CO A .., <br /> ..d DA <br /> THE SITE UPON COMPLETION OF FINAL PAVING MAD TURF <br /> _ CO .5 a,,ESTABLISHMENT. IA SEE ARCHITECTURAL FOR DIMENSIONED SITE LAYOUT, al of 0 <br /> . <br /> FENCING.STRIPING AND LANDSCAPING.SEE ELECTRICAL FOR --• S.F. <br /> SITE UGHTING. <br /> L: , ' . --- >CO R 0.t <br /> AZ . ,..,-,...:,,,,.....-.77-17-"rs.. ..,._,:,,,,,••,.., -•-.. I.- <br /> i;":•'...:',Z.::--( \ , <br /> \ s <br /> ..\I . ,REMOVE EXISTING <br /> CURB AND GUTTER EXISTING CURB AND GUTTER TO REMAIN <br /> % SIGN <br /> o,,,,,,,,,,-;AAA.',Me....----.--364.47-deed REMOVE EXISTING <br /> CURB AND GUTTER li ..•...t., <br /> C.. • <br /> BI TUMINOUS •••••• '''4:,'.••'• Ef:- .•• •f:StURFACE- • <br /> ExISTING CII TO ..r4''111:1 <br /> 29.:” . <br /> \I <br /> 4.'". ---T---- <br /> .........,_------- t <br /> • <br /> ......•=- .•.---.....-::. ---...L.-....;..___- <br /> SON A. <br /> ..-- <br /> EXISTING . TO .-• <br /> REMAIN.REPLACE <br /> REMAIN.Le x- RIM.-.-.•:.•••:••.;,•: ,..• <br /> ..... <br /> ...- . <br /> ...._ <br /> 9, ,••-; ',,, ....CASTING PER :\sasi W _ . -• <br /> - 68 111 i 1 '- "•'• ....).• ,-). ..‘ e e ; ,. ..: ::eREOUIRDIENTS TO 877.5. 1,.„'• ::.,',.„:*I.:i../:••• I :,....,..•9.,,.>.1:‘, <br /> NEV/CURB AND ..:•*,..•, • : DUSTING POWER POLE <br /> REUSE Ex C •- <br /> LT POLE,....7::i . . •:''A 01 0.54 J.::-.5 5 ..... .....--;--- <br /> -- , PP ---'- - <br /> GUTTER TO MATCH ---1 •' -• :•"!•.• rkji:1.1.' ."' TO BE RELOCATED g.X c B •...:'f.3.13)411mG / -..Ase 117 __- <br /> DUSTING - ...... . „:," fr.,,If L'-',,-; •::*7 IIKTW <br /> ;2-'4, 'N .•ii.T.41-4-kf.'. 1.---- -':-•-, <br /> ...,:..,:: i ectel,b), <br /> ,Aicz;1 ;:.______,*„,,,_.„..._ L.:, •: -:P-P,z=-.----- .• : <br /> ; ...- Y1:::,...., <br /> LT POLE,' M'Ii''''''' <br /> . ç <br /> '''1:1..-'kj-i-TEr7E'N '....'"7::...7.5...i ''''............................"." ". 1' '... " ' ,LL 7 .. ...e,::..._'::.r S.__..,.....-r••-3,;';'?:::-:::.--*"....",.., '1.:....›..s.•:, ....,....-- ; , . ,.., <br /> ARC <br /> ....______. 4 <br /> ..:.. <br /> ‘....,i . : ! <br /> VA ,.........., • , ...r ...---„----,.. i JAD.... <br /> ....-AiL71':":.8. 11?IN/IIv B:.:10014 7 -.:. •:-1/- : 1 ....:11' :•' <br /> ......;-"'.'..:'JA:.:,....7.: 3: • c....:„.......::,....,,,...:EL:Ci: <br /> ,,A....,•••• ..)-{-.,, <br /> ,2,,,.., ANc:".•••............ <br /> . .EL ED•- •••• -- ....---.+---.•- <br /> --"." <br /> .... 1 :' 1 • <br /> .., . . • ,.., .......-•:-..---,...-1'.', <br /> .1•0 , <br /> .4::),::0.- ";..... .s4:',...:1.- ....s.I..-•-----..... ' • <br /> .... <br /> i I..■ <br /> till (I) <br /> 1 <br /> \ \. i ----;-,- MH D <br /> ,,2••RCP 6 2.111' ;,..1".LI ; <br /> -'..'' -•;''',.P ,. .' •:7-I• .••-'?" 1. Z <br /> xl t,,,•••:,u•-:...::9 RIM eat.7 .0 LF „,... RIAA 680.0 75.94 .. ! 1•••:... <br /> 0 Immo. <br /> .0 \\\\ 1\\...1....„, ,,.......,,F.EX IS T I N GAL V 1.81E10N E <br /> • *. :I1: :so.:000s INV 876.36.:.......•••••• INV 676.06 :If I ': :• .............. ; •;$,), ''• •••••:3, . ii>.' •.-- <br /> ....... \-..3,'1•1, ''')" •x• .. 1--$ ..q...'. <br /> • <br /> • <br /> RELOCATED ------\ 0 33% ........---• <br /> 26 LF 12 ••, '- :,.-•:. •.:7' ,.:1•8"., - <br /> 36 LF 12" NEW CURB AND , '.1 I <br /> IL a <br /> '2* ,-.• ‘2-KP-.1-:"..--- RCP 0 2.00% RCP•0.33% GUTTER TO MATCH 54 p. z:.,-••• '.. i'•): . .....*S.:"... •'.XI, 2.' e.s• ...5...CII"e4:5.: '••;i1'. I <br /> 111 a\ ' 13612 CONCRETE 194 Lf.•••••••••••-• <br /> .......„,...... <br /> NO ;- ''. 4:1)'::). <br /> / '•••:,..,.).... •;•••• "-• •:.•7•-• ''' I <br /> ...,..,. ,. ,..,.==:,m • ..• <br /> \ , 1 CURB MD <br /> I CUTTER.TYPICAL, .,....•••••••''''''''''' <br /> --:- : <br /> • <br /> ,.....3, .,,-,.q.!....,.. i .--- ::-D,:, •.,:•••F:c •:.' ',13 : <br /> .;;,... . <br /> ' 0'..- ;Ir.: f l ...,•• ••3•• i <br /> .:54,..0,f . <br /> *r; Crl \%, •. ..SEE 16/C3.......„...........f-----1 <br /> T ' T %ill ar• ,:'' .'''. ' <br /> -I-:• <br /> '1 ' :FP :W.F.!,1." ' <br /> !SA..;:i f 4:: ,r• • ••::`,.. f....,...1'." <br /> -.1,,,.- EIE.0 DOA I; <br /> \ _.1.,-, • <br /> --.. ow 678.8a i • 1' -1. <br /> .r. <br /> I Z_,$1..: 0 .. <br /> • , <br /> . _- <br /> '.L.'\ ELEV\\ 'i-Su E::: <br /> . .... ,\k l'. : ." 641/87.7.00 DS lit IIIP <br /> 1 <br /> ..,-....,.... te ‘.‘,j..: ',.. INV 6713.24 is. <br /> -.1 f'.'• "S. 1 CONNECT DOwN <br /> , SPOUT(DS)TO <br /> \ STORM,TYPICAL. ..1. <br /> ...1, VERIFY ExACT <br /> LOCATION AND <br /> -.1" INVERT WITH <br /> -",` MECHANICAL I <br /> I <br /> f <br /> I 7%,e.21 e,,,,,t.:,2 <br /> BASEMENT <br /> FFE=872.50 I ,-14-', All 228 LF 15 ,.. <br /> 1 I.." ..-/ <br /> I RCP•0.33% ..; , . .... tl- .. <br /> ..... • <br /> _.:".;. )'• :-f•- /....';':.2.i: '. ii' <br /> . • <br /> .. <br /> •...... <br /> • I, ELEC BOX <br /> \\ L <br /> • C) aNd <br /> SEE /C4, 4 THUS -1. I g 1 . ..-" .,.P-::>, 15:: • - / .i • <br /> . • <br /> , . ,.....; <br /> I 1 1 I.. '' .-.„ . ., - , ., • <br /> ---. -. „ ..s, : •,./ ::::.,...- -,1:::, <br /> (0) LTI <br /> •s .,:- ;I; - <br /> N ..',. <br /> ,...: . ..... %::' \;;\ . .-- -. I .-- :_._ ;.,. v --. .:.: <br /> ',. . . <br /> • ; .:, <br /> -. <br /> ,,,.. ••....... ,1;•;. '. V ; ,. 1 1 t • '• • <br /> • .. N 1:,-• ...),•••74.. <br /> :•-•:.:itt•--1.'7.-, <br /> 4=-4:;••1". -...-- •Fs 'z!if.;... .:;. .'‹ ; .4,-••:-• <br /> . <br /> • • <br /> . <br /> • • i •-••s <br /> :,?...., ", •-.: ii, - 1 1 • 0,I, PROPOSED UP *=': g, i - ,',...k .A. •••••••,,>•-s „ \ -:. `••,-i," <br /> • • , <br /> 2 , Ei, ..\, SD\ . • •_. BUILDING :-. ,.-: :s.. .' 1.2o'1„ • 5 ...,.....'••' , <br /> •:„. 4,1::: SIMMINIIMII <br /> .ti <br /> \\* -.----f\E\''3 t'l .• • <br /> (M• -•t• i FFE=882 50 I ... <br /> - ... cp, c.1.,-.::.- ,- <br /> .k... , .>,. • ;3- ..:7„. s <br /> ...,....• •••i''' ' .: •-•,:. <br /> .....,-:I • ' •••• S.. ;.': <br /> .•-•. '-5, <br /> - LANDSCAPING AND s ''• '-••' i • 1 `...;•,: . •;....•• •-"„.i •-, <br /> • .. ..... <br /> ....• 4,..., LI ED\ . ...1.-75-T-F-71--Rcp• Looz 1 \ ••t <br /> .•;:-.• ...... A. 'S-'. -- EDGING SEE -z.. .. ..„., ...,,i...., <br /> 1.,I...0 -:-......• <br /> ,-:, „..-... <br /> .2,,y •......: •-t• wr ARCHITECTURAL ...,„ .4.t.' ri: .:.I I s -.•.4 •-••• ;:7,; ".- <br /> \,r\:, ..,...,. : ,.:)••• .:1.,. •".-• -9: L'. <br /> '..7.• , 1 • ' I ; .:•:"%..ki...,. .,......;7...,4", / ... '. :',•":::.; ....'1...1.... <br /> „:, P• •••••.. 1 ; , <br /> 1 PUMPS \ / N .1* -..-- fri .;.7., <br /> I ?..: <br /> •..:, ......... k \, \ •,. , ,, im.',1.. , <br /> 1t. - '11'?fr.'• :79, .......-... -.....,.. <br /> ... ' <br /> I..., .....Y., ;•1••: os 1.... 9 : • ‘L. : , <br /> 1.1‘ 1117 Z. 1.‘'IL:'‘ <br /> .T.• ••• :::: fiMiiilli <br /> .4, " % ; TAttla <br /> I_..._w157\ PAVEMENT <br /> I m.iou„LE <br /> toe._ <br /> 111111111117- 80 N'›, <br /> . .?.- <br /> .F,:, <br /> .. , .. <br /> ,. ,, <br /> • <br /> .s. I -1 --•/ 1 12/c.3 7 ,,,.. ... ...., ,, <br /> ,.. ,...., <br /> ,,...:•• ... . • <br /> • . <br /> ZFis,t e se, ...... \ , .s==.31 <br /> 'P,5...."I • o L. <br /> . • ., , '',° <br /> > ..0_ <br /> 4...I.': .XL". : p . - <br /> . -:. I cz) L CO. <br /> ,,. AI I= \ ' • ., <br /> vim \ I INV 875.00 ',,,,..;:et.,,,:s.............'•• '''.Rk. '... .5...."'L•: 1•• : • 5 • ..." <br /> 1.:1 CIT i 144,1-:. :.. • \ ;0 `<i< <br /> - <br /> = •AAA., x I • • <br /> .., ', CEI H REMOVE EXISTING •,i'::'••-::- "- A•;•:,), , a <br /> ., <br /> -I ,•:;',: , 1 • ; RIM 579.6 1 SANITARY SERVICE <br /> 10 EU+ ;II,. . 0 • <br /> • : "e. , n, . I-• <br /> •••::', C ainiiiiii <br /> -\',......... ..,:i.,..INV 676.90 osLiiv...1\...•A.,....... ri , .........,.s r . ..... ... <br /> ,..i;„.,•t-'.....7.. ...ii--"I's..':---i'.-----,--„_., ,.:., : ...... <br /> . ......„ <br /> .::...., ..• <br /> .... <br /> ,,,..... : . . •. i .. .... _ <br /> ...A .... ..„ , <br /> nv 88a o* • • ..-. <br /> i i I <br /> .....,, 8,..„, • -.1 CONNECTION VERIFY EXACT • CB A <br /> IRNI vki a67B05:169,, ,A • - <br /> irtimil • '.% •.•.>'.--;:•••NA,.,:ii,›,. <br /> - • \ 9 .1,2?.• - .**'...• I 101 INVERT WITH <br /> AiECHANCAL .„, --Filit“.......4 • --.'' , '..t.,, f.'P' f..i, r: , I '. l•-•:: ' <br /> '-‹ .,w, gisjORB .0•0 . .• . ... <br /> ' 1---4"------M-H G''''''••• ... .c ...rix, ,,,, <br /> .0. 'Nil .4',.....N.:-.3t''‘'s .'".k..i ‘ ‘: / •• 3..: ii. ... <br /> .... <br /> ROUTE 4_ AP. wrap wEllt. ; i •t 1 ' .;''': <br /> ..C5 \ • <br /> • RIM 860.11 •••••, 7, 51•-•A" 2M2 sEE 8/04 , : : ! ,..: : ;: I --- Z <br /> • NV 876 49 LLL.,/ SANTAR 0.,.." HYDRANT .. <br /> 1: cf • • ''',....,7.2. ,.i.-1*. ,i,,„ <br /> BELOW .00 M•10 GATE 35 if la ii);.1111N,.,. . ... / ., '..::... ; ... . F., I 5 <br /> ,...,.... • • <br /> WATER -6.....?...0. Rcp•0.54% 0- <br /> : 0 <br /> •-•-•:: \ t • , it- 11 ,---, 061 .74 "AD 11225••••••••••.' / :•.'.•'-.--.-'-'.."7-77:77G.lETI=AN's:14/. 0 1 ° <br /> S.,,•••""" <br /> 1 <br /> \ t . . "o•O''''' ...* :l'I.o 77:, <br /> .. s;• POND OUTLET <br /> 1 • cn <br /> EXISTING-NI <br /> 1 END • .......,., ..,,,,...,,ROUTE WATER • -1 '=' <br /> ...• ;:".1:,,,; ie•.*:: STRUCTURE Z <br /> NEW • -•----'•'-...*••-•-.:-...:;;;;T•F.;o7..:57:-:.:To..•••••-• • -•-" .'-' -••Mb SkiNtri ""•--- . •• : <br /> GRADE TO 1AATcH CURS ' • <br /> ...-- ,Iiiiiik1 BELOW STORM s? ' . . ,\\ •• <br /> ''• 1:“.• . • OUTLET INS 676.30. 11 I .. 0 5 <br /> ••: : <br /> ,•• SEE 5 C4 1- < <br /> -./.EXISTING I '7 <br /> 1113 •••• ..,•d&:I • / . :1: I : 1.1 <br /> .... AWir". .----" --'-'- ... --' <br /> k 6 DIP ' Pa•E •: .., V .. 'I 13"FES wiTH <br /> - . •• TRASHGUARD , :i : • • • <br /> I, ---r141... 1":'.•.:17'511•=...---.?utr,-7-7-;11 . 717707E - \ .C; • <br /> MN 676.15 <br /> : 13.l •i z C3 <br /> -%// AO-ILT POLE Ca T. ANc",' <br /> RIM 880.9 . • <br /> :3"GATE vALVE • <br /> • +. • <br /> • <br /> • ; <br /> ce 3 Z <br /> % • so ir is- ... , <br /> , <br /> . INV 875.56/ \ .)" t <br /> 1 , , <br /> • I I • a. RP <br /> 5.,:n z•oo or 1.,II.... ,. "Y 5.Y• o•••....... '.:1 • 2. < <br /> • S LI VF I4 <br /> ...4._ 1 __4,....=EXIMIGir 1.4.88r _ <br /> N.._ •' --.........--,- . <br /> ...1 : E2 <br /> • <br /> 1 .• <br /> : :•.•:.:•.:.:;,: I k 76 LF 111- <br /> PVC• 1.00% CONNECT NEW V'FIRE'SERVICE I 3•'''. <br /> . :: .1 <br /> ., <br /> TO EXISTING r WATER SERVICE ,..:•••-..t: ' . •••• <br /> I I *---. <br /> E ri <br /> • <br /> . I__ _ =Exans_T.6"_wAH_MAAJN 1 AND_G8TE_VN-VE ____ ,... • / • ••• • t • <br /> • \ * <br /> . <br /> . <br /> • <br /> • <br /> , 1 <br /> 1 EXISTING SANITARY Ls•.... Y:•....N <br /> RN 047 2± <br /> FIELD VERIFY PRIOR WETTAP ' ' <br /> .-_____ ,__ <br /> I _,. ••... <br /> STAY AT LEAST 2'BACK FROM : ; ...L.:::.... <br /> •:••.•1 • -i x R <br /> LJ Ci D <br /> \ , 1 TO CONSTRUCTION <br /> I I EDGE OF..,riR,pc.WITH ALL i S89.55'46uW 420 05 <br /> OTHER DISTURBANCE.NO FILL : / 1 ? <br /> NORTH <br /> 6Il <br /> AU.OWED IN WET1AND IMI=INNEND 4/)UTILITY AND PAVING PLAN <br /> - South C%1 <br /> . Line of the N.,:,":".••:•.•" -- <br /> I .....: - " CITY REVIEW <br /> _* . <br /> • <br /> . <br /> 0 30 60 90 • NOT FOR CONSTRUCTION I 0 <br /> 1111,111111 It i DATE RECE1',f7--'- <br /> 5(.___/--,.-...2 F*11 r n nt.rri sip <br />