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U- Z- 1 ij z Im- zi "' <(' u' C o oN z < co ; u D O> Z D ( C7 C o n C7 rn ` D r ri Z v _ rn D D . r* i tn c o Mzrrn- n rrn- x o or- _ w zrn rn zn cin I f0 z rn 1 OCOO O jnOrrv0 M oz coO Wz NAz= cn z- - - I N - i I rn P1 z I Opo I M 000 - DI M N CD ' 1 ZJ z C(, t Zp oW to O OOzM ONZ r O z m z ( n Z 0 000 K z Ccn Z `° S S W 0 Oz crnz G7 p Z< N O DC7 WHO z C4 M cnO NJ O 101 Pr 0( n- 0 Dz Z D •• H NS NCS NC N- 9C W MM z - i U1 D O rn O cn o0 O C I rn CA 0 C N Z OC/);: uD cf) - I - I 0 \ cn D jo r D /) m L \ / 0 Cf) r cn _ rzrlDp CIO L40 0 Cl o : \ zm-< D m C) r \ z0 OM o oz ; uo C7Q D Dc D D,(::) Oz -- Ti -- 4 Z I C) Cao ; I rn C D r ( n N z0 z 0 mD z n Ln rzrl900 V) n o O m 0z m Ocrnn s z - I Orn rriz Z r mWnD DO -- C - i • 5- 0 O < V I M z D D cn G-) z P M D00-) Ul- ph,( AN rn co 00 J 0') UI - 0. CA N O N I— C C7 C n C C C Ci C7 n Ci C n C C7 0-) 07 C) 0-) 0-) 0-) 0-) Ui ( n P - P CA C j N , I rt N - N - N V=/ T10D D n55 U= N) F- m D zC) O, r' 1 Icfi C z O m - 0 W I— C C7 C7 C7 C7 C7 C (/) (/) - D C G ( Z I - 9 u O D 0 0 0 0 0 0 0 D D> ;: u O O Nz> IN m c V - z z z z z z z z- u<< z r- D rn-< C I I m rz m D - moi - u - 0 z z D C7 CA F- 00 4 I I 0` -= i G7 G) z F— (- I sill f - Ti < D 0 7 J SCJ : U ] DU 7 Z77 I I I D m Cn — Z O C C C C C C C - p - u C/) 0 -< - p D D ( n I i cn- D z nC) 00000E- r-- r, I' Tl 7 z F9 M O O O OOOOO D FDOm D z I' ,- D DD M rT Cf) X Q s r c/) cn I I. - I Z z z o ® o 0 0 0 0=_ '- D r- fTl( m I I zm o= MM MMMMDD - z I I z _ - - i — I - i — I - < C7 D < D m — Dpp D D D D D D D FTI M D O M D - I I to z -+ -< M -- - - - - - - ! O FT - 1 I I ODM- M C/) CC/) U) co w N O - T1 o w I IR D 7 D ,, I z z C7 - u - r ' J CC) I I I > - O FTI F- 1 z i I MoCn z cz- Ti > CD z 0-) m i F- o U) F- 1 D M M O 00 z(: D QO : u D C z Cn I F VICINI T Y MAP UGC Denotes underground communications BTL Denotes beaver tail curb elevation W Denotes water line 0 CB Denotes catch basin r WV Denotes water valve N 0" • Denotes found iron \ x a CBX Denotes communications box 4h DIP Denotes ductile iron pipe O Denotes set iron monument R. L. S. No. 17256, aoa ti \ \ o \ \ x Q, 4 aN4r \ qr EB Denotes electric box unless otherwise noted opo, 0 EMH Denotes electric manhole & sr - 29 Denotes proposed soil boring and number 7 Denotes sanitary sewer O 0 GM Denotes gas! meter tion Denotes storm y g Denotes water lisewer j GW Denotes guy wire — Y ' 4 eo3' HHC Denotes communications handholeZHCRDenotes — Denotes overhead utility line HYD Denotes firehydrantdicaromp Denotes easement or street centerline 3 ... \ INV Denotes invert elevation TITLE MA_ TTERS s # LP Denotes light pole ( As defined in Schedule B- 2 of Commonwealth Land Title Insurance Company 4• ', +. 5 ro \ \ V ! L. V / L, o MH Denotes manhole commitment for title Insurance commitment No. MNO1246OSP, effective date 6Y OH ELEC Denotes overhead electric April 29, 2004, supplied to this surveyor on September 15, 2004) O PP Denotes power pole e Droina No. 9: tion O PPLP Denotes power pole/ light pole Exception g and utility easements as shown on the recorded tet, PVC Denotes polyvinyl chloride pipe plat of Monticello Business Center and drainage and utility easements as shown RC BOX Denotes reinforced concrete box on the recorded plat of Monticello Business Center 3rd Addition ( TO BE r \ RCP Denotes reinforced concrete pipe RECORDED) affect the subject property and are plotted and shown hereon. NO SCALE J0~{` w °\ ?' \ 0 SAN Denotes sanitary manhole SAN S Denotes sanitary sewer Exception No. 10: Intentionally omitted LATITUDE o SMH Denotes storm manhole Exception No. 11; Intentionally omitted AND LON IT mF• , 39 1 ' , \ STS Denotes storm sewer STC Denotes top of surmountable curb elevation Exception No. 12: Easement for electrical transmission in favor of Northern A) Mag nail set at most northerly comer of L v / ' i a( Q \ \ TC Denotes top of concrete curb elevation States Power Company as contained in Easement in Book 37 of Misc., page Latitude = 45° 17' 11. 42" o ; ° E Crr N N TNH Denotes top of top nut of fire hydrant 333, Doc. No. 250973, and as contained in Easement in Book 37 of Misc., propose Cedar Street: d O TRANS Denotes transformer page 336, Doc. No. 250974, assigned to " New" Northern States Power Co, by Longitude = 93° 48' 12. 03" s4 ' I ' k J qka \ ' \ Assignment and Assumption of Easements per Doc. . , ti , y \ \ partially y \ TT Denotes transmission tower No732312 UG ELEC Denotes underground electric released by Partial Release of Easement Doc. No. 560777. Said easement also shown In Exhibit A of Section 4 of that certain Easement for electrical B) Most southerly property corner: \ J. ` Q°/ mS / ' t Q\ \ Latitude = 45' I654. 81" transmission per Order of Judgment Doc. No. 587953 affects the subject o' `? / T" \ Ir"'° m' \ \ property and is plotted and shown hereon. rT/ / 1 T Longitude = 93° 48' 01. 67" \ \ t ,( 95 aNM, yix \\ Exception No. 13: Intentionally omitted ser xro V ! c. v / L 4t. sr 4 T1 Ar w ax w \ ` Exception No. 14: Intentionally omitted PROPERTY D SCRlvTl N r ° \ A ac > r Exception No, 15; Intentionally omitted Ta / \ / / / 411 pu Lot I, Block I, MONTICELLO BUSINESS CENTER 3RD / 0 O \ r\ \ \ L Exception No. I6: Intentionally omitted ADDITION, according to the recorded plat thereof, , e + LL1 { t \ / area=, \ \ \ Wright County, Minnesota. , / yi i'\ / / / \ u w as ° N \- Exception No. 17: Terms and conditions of Agreement for Assessments and r \, q° 4' \ / Waiver per Doc. No. 590042 affects the subject property and is not plottable. NOTE: The plat of MONTICELLO recordedBUSINESS CENTER r , 8 sEr / \ \ r \ 1^ Exception No. 18: Easement for drainage purposes in favor of the City of 3RD ADDITION has not been recorded as of ^ r`\ / \ J N 4C, % \ ` / Monticello per Doc. No. 616770 affects the subject property and is plotted and September I5, 2004. u " Te \? e a rte. shown hereon. a" + ex, w l ` \ \\ Exception No. 19: All minerals and mineral rights reserved to the State of I f I I \ pir Minnesota In trust for the taxing districts concerned affects the subject property and is not plottable. esu \ \ c I I mere / / \ m aers \ \ Exception No. 20: Temporary Easement for drainage and utilities in favor of Sr, the City of Monticello filed of record on 2004 as Doc. 1 No. 21: NOTE: Drainage and utility easements shown as ' Proposed" are to L! ; be dedicated in the proposed plat of MONTICELLO BUSINESS CENTER 3RD ago / dpsr / \ tfN \ 1, ADDITION, and will affect the subject property after recording of t lo to\ `, t Said easements are shown hereon. said P l ,' h / :` rte' .. :_'•' ...._ •'`_:: - / / \ \ \ a AprCOX No Buildi _ qs — / / / \ \ \ EDGE OF BrTLNNWS EM OF 907A3 Fr. 11 JIYO, 4 Tc j r / / CL T al meta msry D 9 Ii /// 4, 7$ n` / msr. ,. 4s / sr \ 7jjD14. j/ +> aL ,` Za? \\ ' 1• >: a PR Wv s POSED LOT 1 sra \ `/ \ / I \ s / t , err , / rb / ( PER PROPOSED PL9d- OF MONTICELLO / _ ----- i /, BUSINESS CENTER 3RD ADDITION) I r / / I /• 3 SE^ D - -- / BL OC C\ mO/ / as/ J o\ \• / sr" WNCIrETE am' \ \ / / T/ n T PAD LJ r 14 5 No Buil dings J> ClOrLINE r OF NI msr, Z J a+ aa,+ mer, I , l . 1 MMA • vr/} 0) F OF IRON e0 on ETFR — ea^ \' ' 4pr" L4 / \ oris Ir y wood fuL sro of \. Ia• ouuclst No / ax fx WOOD POLE N 01 Fi. 107 OlAlli It... POLE \\+ " Irk, Trwerw' va' ut'° r \• \ \' \\ t' 9' / : / ms' s / / .• - / / ® F; T. • ° ...\ 1 \... sr \ r ; r 4 t• 9 ski J4Srbf 4} O msrer\\... \'-\ \ /' // c+ .-•.,/ / / I' w1 ' rya pppaY ° \. • s'}) Ert r^ NW pq' • ro ay \ Tr \ R4T 9 T \ \\\ N a < 9 \ / v1K.. r \:: \.. p \ i( f' Ss s E \\. •• `.. •\. o \` \:_•. \ yObSp0. 4' C \ \ - +\... •\ \. / t' A /¢ 3 ` ^. I •\.. \.. HaQTf aF L \ \ / a! x p O Iqk 300 \ 4- 0. \ \,. J \... \.. o / WOOD POLE ' C eye \-• \\. mer \\\. \ G s ,, gtavoxn .. F 3e \ 1+ \•_ 4 ° < \ ` `` \ 0' , rt nT°1 aF saNaeaLvth oTx ueTax ooc. xos 9 e a Cox AND e '! k \. \\ " 0 J L. L. 011 Got 2 \ xbM, r\ \. 11•.... A a 1. 2 aLa flu Z " gado. \., \..\ m \ I \ \\ rz \\ \ \ / gy 4f. NOSES l \ \ \ \ y\ \ \.. \ \' \ 4 c ° iy' d c 1/ I.} Location and sizes of underground provutilitided ea shown hereon are approximate only and are shown based on field location of visible fixtures\ \ 4, al I 7 err/ \\ t J i RR' s \- `\. In combination with available data proNded by various sources. Some underground utility locations are shown as marked onsite by those utility companies whose locators data to our Gopher State One Call, ticket number 74277. Utlittes shown ora dependent on completeness and accuracy of data provided. Other underground utilities of which we are unaware may exist. Verity all utilities critical to \ \ \ \\ / r s / \••, C 9y • `' \ construction or design. \ \ , 2.} Contact GOPHER STATE ONE CALL at 651- 454- 0002 for precise onsite location of utilities prior to any excavation. \ \ / / y\ \ / 4. a Fr. pl1° W11E& M MlEru' ism EE LINE Title\ nµ 0 WITH rrooc j POLE 3.) Commonwealth Land rvey Insurance Company C 004, w ant for Title Insurance commitment No. M ea separat effective a date April 29, \ 957. so 2004, supplied to this surveyor he September 15, 2004, was relied upon as to matters of record See separate notes at right for I le . \" \- \•' 1 EVAL,\' Individual exceptions listed in Schedule B- 2 of sold commitment / T Fr. 4. e FT. pN° ETERi +• \ U \`.. \ WITH ROLx s= POLE Ma The amnia property lies within Zona , ( areas of minimal 1979. / %( 41 / Map Community Panel No. 270541 0005 B, dated November I, 1979. 9), Per the National Flood Insurance Program, Flood Insurance Rate + e? 5.) Area: Gross = 1, 407, 112 square fast or 32302 acres / / Proposed Lot I 1, 2195, 02 gross square feet or 27. 648 ones \ / ,+ \._\ '\ y ` M `/ \ \\\ C -\ Proposed OuUDe i = 196, 028 gross square feet or 4. 5011 acres / -/ \\ \\ / S' ' •\ Cedar Street Dedication - 6, 724 gross square feet or 0. 154 acres Net square feet. = 1. 21 1, 086 square feet or 27. 803 acres •' V,• / --'\ Net Square Feet as defined i Section 4public the Purchase Agreement is that area ' contained in the property as of the dote of the / - / .\ > 1 T= _ Aq\. Surety, exclusive of any land lying within public roadways, alleys, streets, highways, alleys, Canals, wetlands, flood plains or public rights of one way or arses that are, by dedicatfon or easement or use over time, legally open to public use ( the ' Net Square Feet'). Amos within easements shown on the plat of the Parcel and the area of the power line easement in favor of Xcd Energy, Inc shall not he excluded from the calculation of Net Square Feet.' 6.) Zoning and setback information as provided by the City of Monticello: The subject property Is zoned B- 4 ( Regional Business District) 1\ OWNER: lJ3ERG' S, INC. I ` The setbacks for zona B- 4 are: \ LTAX MAP N 55- 500- 143 ONED: MOBILE F) OME PARK i - \ Sutsner, p Building: Front, Side and RaOr 0 feet \ tto i 14 Maximum building height = 2 stories TO: WAL- MART REAL ESTATE BUSINESS TRUST, a Delaware statutory trust, WAL- MART STORES, INC., a Delaware c rD' 1 sit + er$ axserl Parking: there to no off- street parking allowed within 15 feet of any street Surface. LAND TITLE INSURANCE COMPANY AND EACH OF THEIR RESPECTIVE SU corporation, OCELLO LLC, COMMONWEALTH ua sty x + 11+ yePtl1ieam — Me/ , l \ ' a ss SUCCESSORS AND ASSIGNS:, sxr, ps r This Is to certify that this map or plat of survey ( this " Survey Ma ( LAr/ LaN 7.) Survey coordinate and bearing basis: Wright County Coordinates y p') of the real property e \ MN012460SP dated April 29, 2004, supplied to this surveyor on P oP Y ( property') specifically described In title commitment No. a5 \ 8.) Benchmarks. Commitment"): yo September 15, 2004, end prepared by Commonwealth Land Title Insurance Company ( the " Title I) Mn DOT disk 8605H approximately I mile south of the intersection of Highway No. 25 with Interstate 94 on the wast side of I) Is based on ° field survey mode an April 9, 2004 by me or directly under my supervision in accordance with the most recently adopted Minimum Standard \ \ \ \ , s slof Highway No. 25. a! b Elevation - 965. 87 feet Detail Requirements and Classifications for ALTA/ ACSM Land Title Surveys, includes items I, 2, 3, 4, 5, 6, 7( a), 7( b), 7( c), 8, 9, 10, II( o) and 13 through IB A of Table A thereof, pursuant to the Accuracy Standards as adopted by ALTA. NSPS, and ACSM, and in effect on the date of this certification, undersigned \ \ [ Ytl 2 Double spike in the south power pole of the north lines of the high tension wires, first set east of Cedar Street. further certifies that the proper field procedures, Instrumentation, and adequate survey personnel were employed in order to achieve 91 \ Elevation 969. 01 feat 3) Top of top nut of the first fire hydrant Best of Cedar Street on the south side of School Boulevard. those outlined in the ' Minimum Angle, Distance and Closure Requirements for Survey Measurements Which Control Land Boundaries for, 4L17A/ ACSMrlandtTitle \ Elevation = 963. 66 feet Surveys'; \ 4) Top of top nut of the third fire hydrant east of Cedar Street on the south side of School Boulevard. 2) Was prepared in accordance with and Includes all Items and Information required by the document titled ' Wal- Mart Standard Title insurance and ALTA \ Elevation = 967. 63 feet Elevations shown are based on NGVD 29 datum) Survey Requirements"; and \ Telephone: TDS Telecom Minnesota Department of Transportation ( MnDOT) 9. j Local Office State Highway Department: 763- 295- 2974 3) To the beat of my professional knowledge, information and belief: 316 Pine Street Metropolitan District Monticello, MN a) This Survey Map correctly represents the facts found at the time of the survey, Water' s Edge Building 55362- 0298 1500 W. County Road 174 Electric: Xed Energy the There are mi discrepancies between the boundary linty of the property as shaven an this Survey Map and as described in the legal description presented in Roseville, County 55113- 3174 I- 80Energy 4999 the Title Commitment; 651- 582- 1000 1518 Chestnut Minneapolis, MN 55403 c) The boundary Itna dimensions as shown on this Survey Mop form a mathematically closed figure within +/- O. i foot; Revised Title Commitment SMT 9/ 15/ 2004 10.) Agency with jurisdiction over sanitary, storm and water utilities: Gere: ConterPofntMinneapolis, Energy Minnegasco City of Monticello 612- 321- 5123 or d) The boundary Knee of the property are contiguous with the boundary lines of all adjoining streets, highways, rights of way and easements, Revise Notes 5, I I and Exception 15 SMT 9/ 9/ 2004 Public Works I - BOG - 342- 4166 as described in their most recent respective legal descriptions of record; 505 Walnut CityStreet Min Linden Avenue public or private Revise Note 5 SMT 9/ 08/ 2004 505 Walnut Street Minneapolis, MN 55403 e) Except as otherwise noted below, if the property consists of two or more parcels, there are no gaps or gores between sold parcels; Rescale ALTA Suite I Cable: Charter Communications T• S17 8/ 5/ 2004 Monticello, MN 85362 ( 215 - 181- 0081 f) The subject property has access to Cedar Street which iso 1t/ Revise OOflot A; Comments 763- 295- 2711 1215 o 15th Street N. public right- of- way maintained by the City of Monticello. SMT 7/ 12/ 2004 St Cloud, MN 58303 Revise Lot 1 g) All applicable title exceptions are plotted and labeled on the survey with the corresponding recording information ( volume and page) and the exception SMT 6/ 24/ 2004 11.) The Subject property has not had on address assigned yet. number as shown on the title commitment; Tax Map Number. 155- 098- 000050 includes the entirety of Proposed Lot I, tlutlot A. and Cedar Street ROW Dedication 1, 407, 112 Per comments SMT 6/ 22/ 2004 square feat of 32. 302 acres) ( h) Except as shown on this Survey Mop, there are no ( t) encroaching improvements or projections by or an adjacent property or on abutting streets or alleys Add D& U Esmt Tax Proration: W01 - Mart Acquisition Area or on easements or other rights- of- way, ( fl) visible or apparent easements or rights- of- way, ( iii) SMT 6/ 16/ 2004 e Proposed Lot I plus Cedar Street Dedication by Wal- Mart line disputes; ( v) variances between measured and record bearin ( ) party walla; ive viable 0110 poor ( vi conflicts err boundary Add Cedar Street dedication SMT 6/ 7/ 2004 1, 204, 362 + 6, 724 = 1, 211, 086 of/ 1, 407, 112 si = 86. 07X of Parcel drivawoya, Stripa, nbbona or aprons; and 9s, onglea or distances; ( vi) joint or common driwwa err, ° Ile Proposed outlot A ri Yee or ( vii) en° r°° ahi^ g Revise with title commitment 196, 026 sf 1, 407, 112 of = 1) The undersigned has received and examined a copy of the Title Commitment and each instrument listed therein; that the property described and shown SMT 5/ 21/ 2004 13. 93X of Parcel Re Hsi°° hereon is a portion the property described h the Title Commitment; that the location of each each easement, right- of- way, servitude and other matter771/ e.- 12.) BY vote 12) Adjoining ownership information shown hereon was obtained from the Wright County Assessor' s Office. Information la subject to located have been listed in a table set forth below. affecting title, to the extent It can be located, has been shown an this Survey Map with appropriate recording reference; and that all matters that cannot be 0row/ ag At/ e.• e revision upon receipt of a complete title search by a title insurance company. A y, y 13.) Parking requirements per Chapter 3 GENERAL PROVISIONS of the City of Monticello Zoning Ordinance, SECTION 3- 5: the property. r~, e' 33 17, RETAIL STORE AND SERVICE ESTABLISHMENT: At least one ( I) off- street parking space for each two hundred 2pp The undersigned understands and agrees that the Parties to whom this certification is addressed will be relying 18) RETAIL STORE AND SERVICE BUSINESS WITH FIFTY ( 50) PERCENT OR MORE OF GROSS FLOOR AREA DEVOTED TO ( S7CRAGE, feet upon this survey for accuracy with respect to WA MART STORES, / NC. WAREHOUSES, AND/ OR INDUSTRY: The number or Dated this 15th day of September, 2004 a) At least eight ( 8) spaces or one ( I) paces for peach twouhundb eit2h ( a) or ( b). one ( I) space for each 500 square feet of storage area. ( ) equate feet devoted to public $ olea or service plus SONDE LAND SURVEYING, LLC. MONW& LO, bTA b) At least eight ( 8) spaces or one space for each employee on the maximum shift. By. Sunde t OI& O5//. T/ 2 14.) This eurwyor has no knowledge of any changes in street right of way lines beyond those Scott J. up, R. LS. nn. Reg. No. 17258 Yo proposed and shown hereon. 60 D Pro fmc 2010!- 034 I5.) Cedar Street and Scholl Boulevard are publicly dedicated rights- of- way. 60 120 Land . Surveying j,[,(,', Lh° wk7g: 9001 East Bloomington Froewa 35W • 20040340/ C142dwy 2004- 034 725/ 22 T. 121 R. 25 S. 14 2004034010R2. dwg SMT Bloomington, Minnesota 55420 3435 Buefieax8 SCALE L 1N FEET 952- 8e1- 2455 • FAX 852- 588- 9528 Sheat: 10f 1 MAN30 XIN30Hd ALO sysw> i m m0) OH ONV3sl ONYSO ~ 0 MOM ftgo- If8- M XVd - LL* O- lf8- ZSS 3NOHd 6£ 99 NA ' YNim - 091 UnS " 3S HL91 LMA 008L Stool mns - S. 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W mo No g ? zQ UJJm p j V zZ Q W Q gQN OO W ~ 3 z '°° U = W w `/' a oJv- i-i L`) om `) z Lfi w JQ 0w JO J J XQ O- 1 0 F - V) 2m d K U V) L) F Q= U W Q U Q Q W 0 U Q Y a ( n o F Y o W U W VD 0 d. O w p p a Z iY0 J VI 0 Z z 0 Nim M N 41 ui tL) F3¢ a0 ¢ J 0i 3 oa m0 . r . ro7) ' 0 SNOISIAM OOZ NW ` 0113011NOW 00— tZ9£# 3801S d31N3083dns 18dW1dM 0_ Lq W W N J W w > O O j Q z W La 1 J ¢ O z 0 p Z W m z M Jo o v~ i m o a o_ nF- V U m J U U y LL) x a X oW w N F z O o Z W w 3 w3 a w W d W Q LLJ m a + jj'•'•• > z = Q U a W OU z iL [ yl LU z LL- J D am 0. QJ Lli V) J Z W W 0 Q J J U K z 3 J O N C. 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Q 3U m a a FF WV) m En Q 0_ F a' W J w 2 w U O J t wino am o Nvi o 0- i o3 L) x U a 3v o 3 oZ v) x o N o z o z® a UVj Nva ° w° v o gg a wo oaf o ao o aQ o o Iz W o va Yc= i zo a W a ng ZU 00 o - J oLL 3az o ¢ N 3a aF LLQ WQ aZ o¢ wa oa 3m O o az w 3 o w gC)) v= ia a , rl u: wpm Wc o - m ° Zz - 0w NSE p mo o cF) 0 vWiz w JL)) a? wQ N } a Y m crime wc oo it in M I¢ a oaY Qir DQ QO W Wlwi g 3 Z z U VU J 0 N4 Q2 = ZQ a Wm ~ Q= w a Qa tnZ J K W Q 3C) N Oa a x V) oo avi Qo ZF aN zci NF agw MW Z) z ( n z Q a a o cwi IQ- irc= i o N a O a lL > J Q V) Q U 0 0 0 U p}U. w O o 1Q1-- U V w a U } d W V)) 0 1 0 WU' ¢ ly w O Z W U li a' Jaz V) ` z d O V) Z Oa WO W F -( Nn 4N. 1° UJ al. l m UU W F > C)- 1 Q Ncr a a0 0 Z U UW O 0 vp I V_ x O o o W ao o W ® o o 0m o Q - 3 a o =_ o a a m- i to m oJw pal Fw zQ Z ii_ ( FjaZ u . a> Q + 1w Qa WW z I WJ ca - d 3 a WJ In W OQ W V) pZ ma. lL UU ON !_ I Z Z J O WJ F U U z W 3 p 0 o F- w + 1 3W liui a ¢ OQ OJ b UN> a OQ WU zOZ OQdU JFW 3Q V) p FN Z0 a O 3a V1 Q J 0 aw Z} W F CCOS W 3. 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D W F m OU O W m Ir W Q a' JW QZO W Fes -- J WfnFZ Z o MJ U Q W - U LLJJ I1 3 ..] w W Z - z a' a W 1 Q O W m rn F p F- U, CA ma p ZW QIyZo z 3 zm F FO 2- JV) V) _ j _ OJm g 2 0 J } I. e_ V X, J = QZ W FJ OFw Z J mQ = J Q } OW zc0 Q Z Z V) 0 F = = W V) } Q f= n 3 - 3 V) V) Li F a' J OU > p x- V) J00J J F U2 WN W O Va UZ W J rm- WZ O pN m FQ 0 aF Z 4 _ Xy o ( A ¢ owm z W a U0 OW3: 0 p nV g 5 0 3v W dN n W vx) Faoc~ Qi o< m Q zJ maw = a o oN °° W om W F( nMo N WNX m a FQ m- zO a Ur LI) d U < Li z> A 4o J LL W m Q gaQU ga0 7: Wx z I J ZW F¢ Lo( n W Jz oa ¢ W m o a ao m a o Ad Z Q N Z Qm Jma - ¢ N JC) U¢ O LL ¢ Z 0 U4 Q z a = gym o W = F - Q F ``' n v=) m = g z z o0 oz WorZpN) J p V) U) w Z U V) ZU le z w V) J az z O Fo UU N3— z >- _ O ( W 0 Q F zJ ¢ O ¢ Z JOWZ n' ¢ Fl Ou- Z 0 ; W z Owmo z 3V = 0 Nin CZLj Op a YW F OW Z m Z N FF } 00 - v) cn FW F Y (.) W mo No g ? zQ UJJm p j V zZ Q W Q gQN OO W ~ 3 z '°° U = W w `/' a oJv-i-i L`) om `) z Lfi w JQ 0w JO J J XQ O- 1 0 F - V) 2m d K U V) L) F Q= U W Q U Q Q W 0 U Q Y a ( n o F Y o W U W VD 0 d. O w p p a Z iY0 J VI 0 Z z 0 Nim M N 41 ui tL) F3¢ a0 ¢ J 0i 3 oa m0 . r . ro7) ' 0 SNOISIAM OOZ NW ` 0113011NOW 00— tZ9£# 3801S d31N3083dns 18dW1dM 0_ Lq W W N J W w > O O j Q z W La 1 J ¢ O z 0 p Z W m z M Jo o v~ i m o a o_ nF- V U m J U U y LL) x a X oW w N F z O o Z W w 3 w3 a w W d W Q LLJ m a + jj'•'•• > z = Q U a W OU z iL [ yl LU z LL- J D am 0. QJ Lli V) J Z W W 0 Q J J U K z 3 J O N C. 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ZVI< pZ O Z m- (" O Z' OC I• r1D0 MCD _ i -- 10ITTD-M p I mOCZO- x C7 A CA 00 C z7C zmm rn n - Zi 0 mmOl ZZ, 1 jZ -- 1ODm xa: In TIZ C: Zr LI)m mom -- I -> q Zm NWMZO a( IIZT` mO( nm0 r m D O m m D C7 KZ ( nom : CJ p Z m < pvm-{ mDm L` 2 TJr mZD m Z? O. 1C1 DZ 0. 101M S D D ( n Zip • p ....- ZZr( nAZ m... D r- 7 O m ; a 010 m ' Z ZO- IZOO xm m G) - m ( n L7 OD 0 ZOW 0AOO Z2 Z' r r D- IyN pnoa( n-< n T+ 1D O _ Z ' I ITT p z n t- Imr mom = z ( n0o o mZ 0 Ozm < om oN ( n Z= ZNF oz p = 0IS - 0 C m Z R p Oma 0 ( n ZmN V1 f/ 1 Z r rOn rNm. 1D1 NZ m D o x m m O O ! n y p O Z c I Z O 0 Z Z T1 - ! n O U) ( n O -( m 0 ; 1 M 0 m O TI . 1D7 ! n M CL a - a o 0 a zj 09/ 24/ 041 IMMMMIS REVISIONS, SEE AOOENtRAI FOR OWW o, a1 hereby certify that this plan, specification, or n O F UTILITY PLAN report was prepared by me or under my direct a ? Q 0- supervision and that I am a that Licensed Professional Engineer under the laws of the Crlrn 0 o o N o WALMAR7 SUPERCENTER State of Minnesota. 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Ua r Ra emacher 1 1 0 F- K" STORE # 3624- 00 Print Nam . OLSSON ASSOCIATES N c r Signature: •/ Cd./ ,'/ ENGINEERS - PLANNERS - SCIENTISTS - SURVEYORS P 790D WEST 78TH ST., SUITE 150 - MIN& MN 55439 1 0 A V Op W MONTICELLO, MN 200 REVISIONS Date: q% - D License# 43155 LINCOLN OMAHA ONE GHRANO SSLAND 1- OHOLDRE EAX 932- 941- 0644 KANSAS CITY PHOENIX DENVEF( aMGa XIN3OHd . 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T M oE U C Y D0 U O 0 0- 3 0 M.- ME IIIIIIIIIINNI IN 0- 4 119. 1 mill 00 t0 1* N O 00 t0 It N O o0 0 to t0 to t0 Ln Ln Ln Ln Ln d' 0) 0) 0) 0) rn rn 0) rn 0) rn rn 24• Z96=( 3S)( 3N) NI 9Z• Z96=( M) lno(„ 9) l3 ' 6• 29 310HNVN H3M3S AWANVS , 4 SSS 6Z49' 1 L' gZ+ F 99' 056=( 3 09' 096=( M) lno(.$) lH ' 9 31OHNVw H3M3S k8VIINVSSSS 69' 646=( 3) NI 4c' s4s=( M> lno(„ 9) l ' g• 4s 31OHNVN 83US AHVlINVS , 4 LSS 00 too to to to L o° In° Lroi U7 0 oi OD rn M M 0 Of o rn tT O1 CD 0th0 0 N N M ZJ O W M WV) N QN 0Nto0 F, 0 C 3 d p N J 00 o) 0 rn IL v 0 N a. O F r. T M oE U C Y D0 U O 0 0- 3 0 ME IIIIIIIIIINNI 0- 4 119.1 mill 1 INS 111 1 IN 1111111011 AIM NEWS WINE - N 11 111111- 1111iffibld too to to to L o° In° Lroi U7 0 oi OD rn M M 0 Of o rn tT O1 CD 0th0 0 N N M ZJ O W M WV) N QN 0Nto0 0 C 3 d p N J 00 o) 0 rn IL v 0 N a. O F r. T M oE U C Y D0 U O 0 0- 3 0 PAVING COORDINATE TABLE POINT NORTHING EASTING DESC 7002 211873.72 520155.79 FL 7003 211861.22 520181.35 FL 7004 211834.46 520190.53 FL 7005 211754.93 520151.62 FL 7006 211741.55 520156.20 FL 7010 211639.32 520344.34 FL 7011 211652.72 520337.54 FL 7013 211651.02 520339.49 FL 7014 211644.31 520344.00 FL 7015 211626.79 520338.20 FL 7016 211533.98 520529.92 FL 7017 211544.85 520535.25 Fl. 7018 211547.05 520541.89 FL 7019 211529.18 520578.37 FL 7020 211522.54 520580.68 FL 7021 211511.72 520575.38 FL 7022 211362.79 520877.13 FL 7023 211374.56 520882.90 FL 7024 211376.75 520889.54 FL 7025 211375.25 520892.61 FL 7026 211378.39 520905.13 FL 7027 211384.69 520930.17 FL 7028 211374.68 520950.61 FL 7029 211405.37 521040.25 FL 7030 212094.65 521377.89 FL 7031 212103.57 521404.94 FL 7032 212129.00 521334.30 FL 7033 212103.08 521341.94 FL 7034 212098.35 521339.62 FL 7035 212089.18 521312.88 FL 7036 212091.32 521308.49 FL 7037 212098.01 521306.19 FL 7038 212109.65 521311.89 FL 7039 212174.25 521179.84 FL 7040 212164.22 521174.93 FL 7041 212162.79 521166.99 FL 7042 212198.89 521129.13 FL 7043 212204.70 521128.08 FL 7044 212217.60 521134.36 FL 7045 212290.52 520984.43 FL 7046 212278.83 520978.75 FL 7047 212276.52 520972.07 F 7048 212277.41 520970.23 FL 7049 212307.56 520963.10 FL 7050 212354.18 520998.80 FL 7051 212359.75 521040.87 FL 7052 212409.82 520955.76 FL 7053 212367.76 520951.34 FL 7054 212318.31 520921.85 FL 7055 212312.51 520897.18 FL 7056 212198.77 521129.25 FL 7057 212146.01 521147.90 FL 7058 212169.78 521159.66 FL 7059 212177.58 521159.49 FL 7060 212449.98 520740.33 FL 7061 212454.62 520502.35 FL 7062 212443.15 520468.91 FL 7063 212448.68 520457.60 FL 7064 212475.58 520450.19 FL 7065 212397.64 520409.02 FL 7066 212410.69 520448.79 FL 7067 212410.15 520449.90 FL 7066 212383.39 520459.08 FL 7069 212180.37 520359.75 FL 7070 212171.19 520333.00 FL 7071 212174.01 520327.23 FL 7072 212214.83 520313.81 FL 7073 212127.42 520268.40 FL 7074 212140.91 520308.41 FL 7075 212137.04 520316.31 FL 7076 212110.28 520325.47 FL 7077 211897.38 520221,18 FL 7078 211888.22 520194.42 FL 7079 211892.98 520184.70 FL 7080 211933.37 520171.08 FL 7081 211741.05 520202.68 FL 7082 211746.32 520191.93 FL 7083 211759.70 520187.34 FL 7084 211778.56 520196.57 FL 7085 211780.86 520203.26 FL 7086 211778.97 520207.12 FL 7087 211774.82 520209.90 FL 7088 211756.96 520211.12 FL 7089 211761.79 520201.27 FL 7090 211792.42 520277.34 FL 7091 211816.55 520228.08 FL 7092 211799.27 520229.26 FL 7093 211797.34 520226.38 FL 7094 211803.29 520214.23 FL 7095 211809.98 520211.94 FL 7096 211816.76 520215.26 FL 7097 11826.68 520240.0 FL 7098 211814.30 520273.08 FL 7099 211810.03 520276.14 FL 7100 211849.63 520282.50 FL 7101 211847.70 520279.63 FL 7102 211858.32 520257.88 FL 7103 211884.14 520248.23 FL 7104 211896.21 520254.13 FL 7105 211898.50 520260.82 FL 7106 211896.32 520265.28 FL 7107 211892.17 520258.07 F 7108 211874.31 520269.29 FL 7109 211868.47 520281.22 FL 7110 211914.16 520285.70 FL 7111 211920.95 520271.83 FL 7112 211927.64 520269.54 FL 7113 211950.99 520280.97 FL 7114 211953.28 520287.66 FL 7115 211950.55 520293.24 FL 7116 211946.40 520296.03 FL 7117 211928.54 520297.25 F 7118 211933.37 520287.39 FL 7119 211916.09 520288.57 FL 7121 211968.94 520312.53 FL 7122 211975.73 520298.67 FL 7123 211982.42 520296.37 FL 7124 212005.77 520307.80 FL 7125 212008.06 520314.49 FL 7126 212005.33 520320.07 FL 7127 212001.18 520322.86 FL 7128 211983.32 520324.08 FL 7129 211988.15 520314.23 FL 7130 211970.87 520315.41 FL 7131 212037.74 520322.09 FL 7132 212061.10 520333.52 FL 7133 212063.39 520340.21 FL 7134 212060.66 520345.79 FL 7135 212056.51 520348.58 FL 7136 212038.65 520349.79 FL 7137 212043.48 520339.94 FL 7138 212026.20 520341.12 FL 7139 212024.27 520338.25 FL 7140 212031.06 520324.38 FL 7141 212098.26 520366.78 FL 7142 212080.98 520367.96 FL 7143 212079.05 520365.08 FL 7144 212085.34 520352.22 FL 7145 212092.03 520349.93 FL 7146 212098.15 520352.92 FL 7147 212107.81 520378.61 FL 7148 212022.96 520561.25 FL 7149 212021.25 520562.47 FL 7150 212001.82 520563.80 FL 7151 212138.03 520394.69 FL 7152 212164.78 520385.52 FL 7153 212174.67 520390.36 FL 7154 212176.96 520397.05 FL 7155 212172.87 520405.40 FL 7156 212168.72 520408.19 FL 7157 212150.86 520409.41 FL 7159 212118.63 520475.22 FL 7160 212101.34 520476.40 FL 7161 212099.41 520473.52 FL 7162 212199.34 520408.20 FL 7163 212206.02 520405.91 FL 7164 212229.38 520417.33 FL 7165 212231.67 520424.03 FL 7166 212228.94 520429.61 FL 7167 212224.79 520432.40 FL 7168 212206.93 520433.61 FL 7169 212211.76 520423.76 FIL 7170 212194.48 520424.94 FL 7171 212192.54 520422.07 FL 7172 212254.67 520433.92 FL 7173 212261.35 520431.62 FL 7174 212284.71 520443.05 FL 7175 212287.00 520449.74 FL 7176 212284.27 520455.32 FL 7177 212280.12 520458.11 FL 7178 212262.26 520459.33 FL 7179 212267.09 520449.48 FL POINT NORTHING EASTING DESC 7180 212249.81 520450.66 FL 7181 212247.87 520447.78 FL 7182 212309.45 520460.75 FL 7183 212316.14 520458.46 FL 7184 212339.49 520469.89 FL 7185 212341.78 520476.58 FL 7186 212339.05 520482.16 FL 7187 212334.90 520484.95 FL 7188 212317.04 520486.17 FL 7189 212321.87 520476.31 FL 7190 212304.59 520477.49 FL 7191 212302.66 520474.62 FIL 7192 212376.90 520502.63 FL 7193 212359.63 520503.81 FL 7194 212357.69 520500.93 FL 7195 212363.76 520488.54 FL 7196 212370.45 520486.25 FL 7197 212372.53 520487.27 FL 7198 212382.91 520510.96 FL 7199 212369.14 520557.04 FL 7200 212364.69 520560.60 FL 7201 212347.95 520561.74 F 7202 212422.54 520530.03 FL 7203 212421.17 520526.02 FL 7204 212419.35 520525.13 FL 7205 212415.33 520526.50 FL 7206 212363.55 520650.35 FL 7207 212359.54 520651.72 FL 7208 212357.74 520650.84 FL 7209 212356.36 520646.83 FL 7210 212338.21 520691.14 FL 7211 212344.90 520688.85 FL 7212 212359.28 520695.90 FL 7213 212366.15 520715.97 FL 7215 212340.50 520697.83 FL 7216 212388.57 520726.96 FL 7217 212408.64 520720.07 FL 7218 212352.18 520703.55 FL 7219 212348.01 520712.08 FL 7220 212359.69 520717.79 FL 7221 212544.80 520546.47 FL 7230 244.38 520882-92 FL 7231 212251.07 520880.63 FL 7232 212274.42 520892.06 FL 7233 212276.71 520898.75 FL 7234 212270.02 520901.04 FL 7235 212246.67 520889.61 FL 7236 212205.72 520852.09 FL 7237 212200.69 520861.94 FL 7238 212218.17 520860.76 FL 7239 212220.10 520863.64 FL 7240 212 17.18 520869.60 FL 7241 212210.49 520871.89 FL 7242 212187.14 520860.46 FL 7243 212184.43 520855.04 FL 7244 212186.26 520853.42 FL 7245 212150.94 520625.25 FL 7246 212146.11 520835.11 FL 7247 212163.39 520633.93 FL 7248 212165.32 520836.80 FL 7249 212162.40 520842.77 FL 7250 212155.71 520845.06 FL 7251 212132.36 520833.62 FL 7252 212129.65 520828.21 FL 7253 212131.48 520826.58 FL 7254 212096.16 520798.42 FL 7255 212091.33 520608.27 FL 7256 212108.61 520807.09 FL 7257 212110.54 520809.97 FL 7258 212107.62 520815.93 FL 7259 212100.93 520818.23 FL 0 212077.58 520806.79 FL 7261 212074.87 520801.37 FL 7262 212076.70 520799.75 FL 7291 211909.32 520723.29 FL 7292 211906.61 520717.86 FL 7293 211908.44 520716.25 FL 7294 211927.90 520714.93 FL 7295 211923.07 520724.78 FL 7296 211940.35 520723.60 FL 7297 211942.29 520726.47 FL 7298 211939.36 520732.44 FL 7299 211932.67 520734.73 FL 7300 211867.72 520698.73 FL 7301 211865.00 520697.56 FL 7302 211886.93 520700.43 FL 7303 211884.01 520706.40 FL 7304 211877.32 520708.69 FL 7305 211853.97 520697.25 FL 7306 211851.26 520691.84 FL 7307 211853.09 520690.21 FL 7308 211672.55 520688.88 FL 7337 211712.98 520628.19 FL 7338 211689.63 520616.75 FL 7339 211686.92 520611.33 FL 7340 211688.75 520609.71 FL 7341 211708.21 520608.38 FL 7342 211703.38 520618.23 FL 7343 211720.66 520617.05 FL 7344 211722.59 520619.93 FL 7345 211719.67 520625.90 FL 7346 211640.79 0586.87 FIL 7347 211658.07 520585.69 FL 7348 211660.21 520588.14 FL 7349 211556.81 520595.09 FL 7350 211650.12 520597.38 FL 7351 211626.77 520585.94 FL 7352 211624.48 520579.25 FL 7353 211626.04 520578.36 FL 7354 211645.62 520577.02 FL 7355 211586.03 520560.06 FL1 7356 211603.31 520558.88 F 7357 211605.45 520561.34 FL 7358 211602.05 520568.28 FL 7359 211595.36 520570.57 FL 7360 211572.01 520559.13 FL 7361 211569.72 520552.44 FL 7362 211571.27 520551.55 FL 7363 211590.86 520550.21 FL 7364 211558.81 520586.07 FL 7365 211582.16 520597.51 FL 7366 211584.45 520604.20 FL 7367 211577.75 520606.49 FL 7368 211554.42 520595.05 FL 7369 211552.12 520588.36 FL 7370 211620.87 520627.61 FL 7371 211606.50 520620.57 FL 7372 211605.59 520617.89 FL 7373 211606.91 520615.20 FL 7374 211613.60 520612.91 FL 7375 211652.32 520631.88 FL 7376 211654.61 520638.57 FIL 7377 211633.74 520681.24 FL 7378 211617.67 520714.08 FL 7379 211586.80 520756.15 FL 7360 211561.82 520762.37 FL 7381 211544.53 520753.90 FL 7382 211542.24 520747.21 FL 7383 211543.56 520744.52 FL 7384 211546.23 520743.60 FL 7385 211560.60 520750.64 FL 7386 211494.15 520718.09 FIL 7387 211517.50 520729.52 FL 7388 211519.79 520736.21 FL 7389 211513.10 520738.50 FL 7390 211489.75 520727.07 FL 7391 211487.46 520720.38 FL 7392 211474.35 520758.50 FL 7393 211472.06 520751.81 FL 7394 211478.75 520749.52 FL 7395 211502.10 520760.95 FL 7396 211504.39 520767.64 FL 7397 211497.70 520769.93 FL 7398 211556.88 520787.79 FL 7399 211559.17 520794.48 FL 7400 211552.48 520796.77 FL 7401 211529.13 520785.33 FL 7402 211526.84 520778.64 FL 7403 211533.53 520776.35 FL 7404 211437.43 520892.97 FL 7405 211439.72 520899.66 FL 7406 211433.03 520901.95 FL 7407 211409.68 520890.51 FL 7408 211407.39 520883.82 FL 7409 211414.08 520881.53 FL 7410 211492.21 520919.80 FL 7411 211494.50 520926.49 FL 7412 211487.81 520928.78 FL 7413 211464.47 520917.34 FL 7414 211462.17 520910.65 FL 7415 211468.86 520908.36 FL 7416 211715.62 520457.98 FL POINT NORTHING EASTING DESC 7417 211720.45 520465.17 FL 7418 211713.09 520480.20 FL 7419 211708.94 520482.99 FL 7420 211678.99 520485.04 FL 7421 211674.16 520477.85 FL 7422 211681.52 520462.81 FL 7423 211665.67 520460.02 FL 7424 211750.53 520160.60 R10 7426 211648.23 520335.34 R5 7427 211641.52 520339.85 RS 7428 211542.56 520539.69 R5 7429 211524.695 057 .17 R5 7430 211372.26 520887.34 R5 7431 211384.23 520897.01 R10 7432 211366.73 520921.37 R20 7433 211434.85 520980.08 R67 7434 212085.85 521395.86 R20 7435 212112.53 521324.80 R19 7436 212107.15 521321.66 R20 7437 212095.82 521310.69 R5 7438 212166.41 521170.44 R5 7439 212202.51 521132.58 R5 7440 212281.01 520974.25 R5 7441 212295.40 520978.97 R20 7442 1 335.9422 521022.62 R20 7443 212386.00 520937.52 R20 7444 212330.47 520905.98 R20 7446 212173.77 521163.45 R3 7447 212465.61 520479.89 R25 7448 212466.16 520468.49 R20.59 7449 212383.74 520435.61 R30 7450 212392.18 520441.11 R20 7451 212189.15 52 0341.79 R20 7452 212200.96 520340.41 R30 7453 212119.08 520307.51 R20 7454 212113.97 520295.21 R30 7455 211919.93 520197.92 R30 7456 211906.26 520203.20 R20 7457 211843.26 520172.60 R20 7459 211755.30 520196.33 R10 7460 211776.37 520201.07 R5 7461 211774.48 520204.92 R5 7462 211799.13 520227.26 R2 7463 211807.78 520216.43 R5 7464 211807.97 520233.23 R20 7465 211809.69 520271.15 R5 7466 211849.50 520280.51 R2 7467 211876.33 520256.69 R20 7468 211894.01 520258.62 R5 7469 211891.83 520263.08 R5 7470 211915.95 520286.58 R2.05 7471 211925.44 520274.03 R5 7472 211948.79 520285.46 R5 7473 211946.06 520291.04 R5 7474 211970.73 520313.41 R2 7475 211980.22 520300.87 R5 7476 212003.57 520312.29 R5 7477 212000.84 520317.87 R5 7478 212056.17 520343.59 R5 7479 212058.90 520338.01 R5 7480 212035.55 520326.58 R5 7481 212026.06 520339.13 R2 7482 212080.84 520365.96 R2 7483 212089.83 520354.42 R5 7484 212089.36 520370.89 R20 7485 212021.11 520560.48 R2 7486 212155.99 520403.49 R20 7487 212172.47 520394.85 R5 7488 212158.38 520403.20 RS 7489 212101.21 520474.40 R2 7490 212194.34 520422.95 R2 7491 212203.83 520410.40 R5 7492 212227.18 520421.83 R5 7493 212224.45 520427.41 R5 7494 212249.67 520448.66 R2 7495 212259.16 520436.12 R5 7496 212282.51 520447.54 R5 7497 212279.78 520453.12 R5 7498 212304.45 520475.50 R2 7499 212313.94 520462.95 R5 7500 212337.29 520474.38 R5 7501 212334.56 520479.96 R5 7502 212359.49 520501.81 R2 7503 212368.25 520490.74 R5 7504 212363.74 520505.23 R20 7505 212364.35 520555.61 R5 7506 212419.85 520528.71 R3 7507 212418.03 520527.82 R3 7508 212359.06 520648.15 R3 7509 212360-86 520649.03 R3 7510 212352.68 520709.37 R15 7511 212402.04 520733.55 R15 7512 212361.88 520713.30 R5 7513 212342.70 520693.34 R5 7514 212272.22 520896.55 R5 7515 212248.87 520885.12 R5 7519 212108.95 521106.28 FL 7520 212120.51 521098.03 FL 7521 212165.60 521120.11 FL 7522 212178.93 521115.55 FL 7523 212188.40 521096.20 FL 7524 212188.90 521058.65 F 7525 212185.65 521079.18 FL 7526 212239.16 520969.95 FL 7527 212247.72 520966.96 FL 7528 212253.65 520961.78 FL 7529 212263.22 520942.26 FL 7530 212258.53 520928.82 FL 7531 211680.86 520645.84 FL 7532 211674.17 520648.14 FL 7533 212115.02 521109.25 FL 7534 212169.96 521111.11 R10 7535 212179.42 521091.81 R10 7535 212244.06 520956.78 R10.81 7537 212253.96 520937.95 R10.21 7538 211678.66 520650.33 R5 7539 211708.60 520478.00 R5 7540 211715.96 520462.97 RS 7541 211686.01 520465.01 R5 7542 211678.65 520480.05 R5 7543 212212.69 520867.40 R5 7544 212189.34 520855.97 R5 7545 212218.31 520852.75 R2 7546 212186.39 520855.41 R2 7547 212163.53 520835.92 R2 7548 212131.61 520828.58 R2 7549 212157.91 520840.57 R5 7550 212134.56 520829.13 R5 7551 212108.75 520809.09 R2 7552 212076.83 520801.74 R2 7553 212103.13 520813.73 1R5 7554 212079.78 520802-30 R5 7555 211934.67 520730.24 R5 7556 211911.52 520718.80 R5 7557 211908.57 520718.25 R2 7558 211940.49 520725.59 R2 7559 211879.52 520704.20 R5 7560 211856.17 520692.76 R5 7561 211853.22 520692.21 R2 7562 211885.14 520699.55 R2 7563 211715.18 520623.70 R5 7564 211 1.83 520612.26 R5 7565 211688.88 520611.70 R2 7566 211720.80 520619.05 R2 7567 211652.32 520592.89 R5 7568 211628.97 520581.45 R5 7569 211626.17 520580.35 R2 7570 211658.21 520587.69 R2 7571 211571.41 520553.54 R2 7572 211603.45 520560.88 R2 7573 211597.56 520566.08 R5 7574 211574.21 520554.64 R5 7575 211579.96 520602.00 R5 7576 211556.62 520590.56 R5 7577 211491.95 520722.58 R5 7578 211515.30 520734.01 R5 7579 211499.90 520765.44 R5 7580 211476.55 520754.01 RS 7581 211435.23 520897.46 R5 7582 211411.88 520886.02 R5 7583 211531.33 520780.64 R5 584 211554.68 520792.28 R5 7585 211545.35 520745.40 R2 7586 211546.73 520749.41 R5 7587 211570.61 520744.41 R20 7588 211650.12 520636.37 R5 7589 211611.40 520617.40 R5 7590 211607.38 520618.77 R2 I WAL-MART SUPERCENTER PAVING GEOMETRICS PLAN CONTROL POINT N: 212671.30 E. 520604.28 l EDGE OF PAVING BY OTHERS I EDGE OF PAVING fi 1,on , 00, a I ' I.yo ,' 1, I a7 • n' rt ,fin 1 MONTICELLO BUSINESS CENTER 3rd ADDITION, LOT 1 I 10 I CONTROL POINT N: 211674.59 E: 520061.66 M 0 0 MONTICELLO BUSINESS 1 1 V V - 00 CENTER 4=1055'39" R=1120.00' L=213.61' CONTROL POINT N: 212001.67 E: 521622.51 d=1152'27" R=1120.00' 1' i 1I e 3 L/ II T I 1 1 i L07 4 1 ` - 'A Imo... LOT 21 J 2 m. Or MONTICELLO BUSINESS 3 CENTER 3rd ADDITION, OULOT A l M tillI 1-, o 0 OUTLOT A NOT PART OF THIS CONTRACT 7 II 1 I- - - - - --------- 1 v N6470'10"W 350.28' 1 l U U r 0 i' i _'' ----- '- r Ia 1F zi Ii Wa O a N UlZwE U-) 1 00 tl J 3 R=946.00 l Md. 1 L=139.40 a U 9' V E H c o PROPOSED GAS LEASE Z l EDGE OF PAVING BY OTHERS I EDGE OF PAVING fi 1,on , 00, a I ' I.yo ,' 1, I a7 • n' rt ,fin 1 MONTICELLO BUSINESS CENTER 3rd ADDITION, LOT 1 I 10 I CONTROL POINT N: 211674.59 E: 520061.66 M 0 0 MONTICELLO BUSINESS 1 1 V V - 00 CENTER 4=1055'39" R=1120.00' L=213.61' CONTROL POINT N: 212001.67 E: 521622.51 d=1152'27" R=1120.00' 1' i 1I e 3 L/ II T I 1 1 i L07 4 1 ` - 'A Imo... LOT 21 J 2 m. Or MONTICELLO BUSINESS 3 CENTER 3rd ADDITION, OULOT A l M tillI 1-, o 0 OUTLOT A NOT PART OF THIS CONTRACT 7 II 1 I- - - - - --------- 1 v N6470'10"W 350.28' 1 l U U o °+s zi O a N UlZwE U-) J 00 J J 3 m l Md. W G O U V E H c o Zdl, y 0 C c U drawn by: JC checked by: JBIV, moo" o approved by: DRL 0 N project no.: 2004-0131 GRAPHIC SCALE mcw dwg name: 07PGP.DWG 60 0 30 60 120 date: 09-24-04 SHEET v v o °c E C4.1 v 1 inch = 60 ft. Z0Zm asn. o o oaV) a` in o° W Z O W W 40 \ Q 0 Lo qOXT110, IP 111$ Z J W Z O W Wo TROL V U CdANyPOINT M 211001.47 W N N6352 55"W 683.86' \ E: \21332.37 / W = M N6V9'27"W-------------------------------- - - - - --- 2 N 53.22' W LLI N6352'55"W 725.00' C7 W SW 1/4 OF SEC. 14 z M - z O J J W V H Zdl, drawn by: JC checked by: JBIV, approved by: DRL project no.: 2004-0131 GRAPHIC SCALE dwg name: 07PGP.DWG 60 0 30 60 120 date: 09-24-04 SHEET IN FEET) C4.11inch = 60 ft. VAL-MART SUPERCENTER PAVING SPOT ELEVATION PLAN CONTROL POINT I I I I I I I I I IN: z12671.o I I I I I I I I I I I I I I I I I I I IE. 52D604.28 I I I I I I I I I I I I I I I I I I I I I I I I II---- I----I----T----7----7---- ----r -------r---T----I---- r----- y _ - -I - °• _'`` it `------ -_ I =.. ------`-- '-.z-------- a-------1--------I'--------------- -- I -- I I I I I I I---------I-----a-----a-- I CONTROL FIOINT I I I I N: 212091.67 TI I I IE: 521622.51Ir T-- _ --- - - - r ----I---- I --- I----+----I----+----{----I---- E t-'"" t--- T/ J 1----- I ' I - - - - - - - - - - I - `- -- - - - I - - - - - - - - = - -- I ~ '- I- _ =- 1 -'" -- ___ -f-sem r I :.::,•-` :,` .. r v 953I T I I`- - -I- - `- -` _I----__-_-_ L - - - - - - - - - - __. -!_ - - I - _ / - I -- _ "1•. ,I - j 1 t - II I DETAIL 4 if t' { ` I SEE DRI =h= _ c_ _------ '-- - I------ .{•r_ I ` I - - I--- t I IBYOIHE --- =r- - I - I- T_ - I -- ---- Ss a w I 407- sor4 I / e I I:77 I 1 I I I I I--- I. ---SEE DRI I- -- O I I I DETIAIL / \ /- 11 I FENCED AREA I tI --1II Ifor 7----- z I . I ( r' SEASONliL GARDEN CENTERIII 442-- - -- - r 1 I 1 DR Y I I I ---- - ----L--->- -- -L I _( DETA '3j` ® L- ` - itII/ f , I 'I \I ` 111 r1 Lo>lb 1 y _,,z_ t-=sf -- ;.a- / - I I I I I I I I '• l' I 1 , 1 I j 1 r--- r- --I----T--- LILOT LOTs II I 1----I---------- --- ---- - --- _ I I 4 \ 1 ' 'T 31 LOT 21LO I y4, jj 63 - 1- ,° w/_ I iA"- +a°--- Ie6 - -- i-_-_------.-I.----i----_- --- I _ 4 _-,.-{--- 1--4----I- --- i I' L I---- - -- - 6y - } - fes%jz I a I GAJi7 EN LEFT, INS LEFT s LIIICENTEREI(VTRY, t I I r rIg /' % SEE DRI}JE 1 ® I d7 y I I • - I '_iN9F-GAR,9 iV 'EN iR =20. 118 - - - - PPPPP I I I I I FFE 66.0 I - I--- F- -I I--- I I I DETAIL I I I / I I i- I- -JJ - - -1y, L ---1-------N J I I _ _ I / L--.. I ` I I / / I' I / I • I I ` I 1. `I I f I o I I I i I i - I -- l'''` ',a'', - - ''i- I - , r>`- - -is• - .13,''- - "' - *.1.- - > _ _ L L P- - 3 rt----------T-- -I I I mOlt" - `A - - g',4- ' -y 32, I I---- 1 ----1--' i- Oj T -/I- 4- T -I- - l , 6 s ! 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M.E. 1 CO 0 z DRIVE DETAIL 3 1 "=25' 961. 0 TS -- 1- . 962.00 -TS 962.04 T 961.70 TS - 962 1 TS C 962.11 7S Ng63 62.62 TS X 962.86 1 64 DRIVE DETAIL 4 1 "=25' 9 9g3pO OO 2 snm 1s g y ggyg3 46`11 yp2 46`1''9 y2, A ISLAND DETAIL 1 SCALE 1" = 50' y- J I g6''g 6 g9 46 I g6y'1 g6ry a g9y 696---- fir 96 9 6y958 I I yes I b° g6 I g6y62 96 421 96 8 6y °y°91 ss g4 ISLAND DETAIL 2 ISLAND DETAIL 3 962.7 TS 1" = 50' SCALE M.E. 1" = 50' SCALE 1" = 50' 346 I J I i 96342 TS u i 96 4 TS 963.0 TS 4g, I I 9 iZ 4 - -- 4% 114% 1.4% I63 912.65 962.83 962.99 TS \ t 963.37 TS D 962.46 TS p" aEE-05 M.E. DRIVE DETAIL 2 t "=25' IIIIS I' 963.1 T , :. td I M.E. 963. 0 TS 963.78 963.70 7% 963.67 963.98 TS 963. TS AA L I - 953.45 ! M.E. 1 CO 0 z DRIVE DETAIL 3 1 "=25' 961. 0 TS -- 1- . 962.00 -TS 962.04 T 961.70 TS - 962 1 TS C 962.11 7S Ng63 62.62 TS X 962.86 1 64 DRIVE DETAIL 4 1 "=25' 9 9g3pO OO 2 snm 1s g y ggyg3 46`11 yp2 46`1''9 y2, A ISLAND DETAIL 1 SCALE 1" = 50' y- J I g6''g 6 g9 46 I g6y'1 g6ry a g9y 696---- fir 96 9 6y958 I I yes I b° g6 I g6y62 96 421 96 8 6y °y°91 ss g4 ISLAND DETAIL 2 ISLAND DETAIL 3 SCALE 1" = 50' SCALE 1" = 50' J_ ai --i------I--- -- II - T - I I I f943 ° 963 8 • 92 6IT IIxn I 0yg3 I 63 I I gam I--- / I---I' - --- M ISLAND DETAIL 4 SCALE 1" = 50' BY O/;/ 16 j. I y54 59 63.76 6 C6`Z g 6. ISLAND DETAIL 7 SCALE 1" = 50' I 96y0 6yB ITT A LB 8628 - O' 3 ISLAND DETAIL 8 SCALE 1" = 50' ig633 I53. , I 63 963 I1 8'L" 9'Lg4'i1 Ig6`y 5bye9 2 9 96 9626 ,2 I462' 6y I 9 3 a 96 6 16 I 96y6' L 963. 6334 J I 18 303 J 96 g5+j. ISLAND DETAIL 5 ISLAND DETAIL 6 SCALE 1" = 50' SCALE 1 " = 50' 1" = 50' SCALE 1" = 50' 346 I i 2 u i g5 h` 6 4g, I. I63 I L O O ig633 I53. , I 63 963 I1 8'L" 9'Lg4'i1 Ig6`y 5bye9 2 9 96 9626 ,2 I462' 6y I 9 3 a 96 6 16 I 96y6' L 963. 6334 J I 18 303 J 96 g5+j. ISLAND DETAIL 5 ISLAND DETAIL 6 SCALE 1" = 50' SCALE 1 " = 50' 2 Ira - ISLAND DETAIL 9 JSLAND DETAIL 11 SCALE 1" = 50' SCALE 1" = 50' 12 49 9 } g66a a9% 9640 i 1 76deg g6461 I 4 I464. 9640 683 ISLAND DETAIL 12 ISLAND DETAIL 13 ISLAND DETAIL 14 SCALE 1" = 50' SCALE 1" = 50' SCALE 1" = 50' 26I6 46458 4 6 53 g6k6`' 4g\ 9645, g64 g6469 3 6 g54. d9 g6ag° - ISLAND DETAIL 15 ISLAND DETAIL 16 SCALE 1" = 50' SCALE 1" = 50' ISLAND DETAIL 18 LEA"=50' I . g 11- 64,, 6p39 I I g6a 94 45 I g6a• g6g6a1 06°3O I / 9gy44 p4Ig645 a.a6 5g 4 I g6,369 / I /I 6x121 g 9 I 2g5gg3 9 I 63 g6 85 a I I 6'yL? 2 6'S63 I g6'50 I / I g6360 19638 463. DRIVE DETAIL 5 ISLAND DETAIL 17 SCALE 1" = 50' SITE PLAN NOTES: 1. ALL ELEVATIONS ARE TO TOP OF SLAB/PAVEMENT. ADD 0.5 FT. TO SPOT ELEVATIONS SHOWN ALONG CURB LINES TO GET TO TOP OF CURB EVEVATIONS. rO U 5 If Y I O a 64 4 IIg5a 346 I u i I63 I ISLAND DETAIL 18 LEA"=50' I . g 11- 64,, 6p39 I I g6a 94 45 I g6a• g6g6a1 06°3O I / 9gy44 p4Ig645 a.a6 5g 4 I g6,369 / I /I 6x121 g 9 I 2g5gg3 9 I 63 g6 85 a I I 6'yL? 2 6'S63 I g6'50 I / I g6360 19638 463. DRIVE DETAIL 5 ISLAND DETAIL 17 SCALE 1" = 50' SITE PLAN NOTES: 1. ALL ELEVATIONS ARE TO TOP OF SLAB/PAVEMENT. ADD 0.5 FT. TO SPOT ELEVATIONS SHOWN ALONG CURB LINES TO GET TO TOP OF CURB EVEVATIONS. rO Ud O a w Eco u i EL O O Dp" aEE-05 y W O C N T dL C N 4 rui U % O Cp 3'N•0 O L 10Z7 ONoe1 ..0. r0 t N 7? w L O v, n. rn a in o N L O W w 5"n Z w Z 0 W O t- U I W N w a- J w N III-- 0 d. 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Z ww < li CW9 O fn0 Wa WE a Fm Z K P- F- COD 00 UOK a F Yw w rr oa zw z( n z U a z Wz DU zaOF' acF Fw zr UFz w EJ w zM 0 0 < w w z( z Ko oa F z= o Oomea I a 2Ka Fz o o z ( n coiri aaIn z > p ww ZO r 5 zK ocW WM 6u, Q Kw wo W RU' NF-® F rr-, XOfN UO JWmQ4, z mW Zm Q aW d' Z d' U w} Q F- WC9 x m w Karo U ZW W m m > M a W aJ O-wj F mw WW O z p m0 m+ 1 00 011aa11OJ z awFj K® 0 r V) O = D_ 0 005 w ZD_ OJ a rU M F-: ( n zJrO aK fn fn aU J... pw K w U m >- K KO Z aW off' Fo 0 omQ az Z< 50 wc0i 0 o o KZ Uw a LL0 zw U *`) ow a wg w a Yw a a o mci a0 0 0 3 ao ao ww z w Q o WOE ma vo w o> zKcwi( n CO) K wo w am ® K wU o J o` o ma oY mw w jr m Lq J K K Z¢ 0Fp5W W: 20 W K K Q ZO 5 Z O p0 Da ww in z w- o U UKF aoz oo W wa z w 0z z z 0 O mo O0 ( no r 53 0 V) a W FO owM xUF r WW WW ZZ r0 O o O O U w Kz ZOF ¢ ZW Ow m Fo Fri+ ow ® ¢ W o W m r m2 mF O wp K Kv) a z MW a5 aU )- W w KU ra Fm K U FFA 0 K wz U 5 m Kw w 0z om a WV u) la- a wf5 ZZ F as o w win p0 oo 0X06 ¢ < F , rN c( n a xx zw KZ za w z a z J w w ( n or o J v) azo o o0 o waotilwF aZQR D2 z MM of of oW 0( n WY vF oo 0 N ow Om o0 0LL0W a' ow 20 UFU wJ U o U U} xnoU QO>- Q Z UN UU Uw O zU wU UZ z r z Z U Uo> V a UO a ¢ U_ awF a zm F0o UU 0 OVFi ¢ a0 a0 2z o tn ¢ U o o aZ Kzr K aK z mm f5 Ln F 0 J W ZOJ r - x w KN U a_ wK U UV) i - z 1 o Wa 71- m O D to Urz o w w U0 a o 0FLLJ 0 wo ozo oW >< WFZUw wwWQ aW ora- z0z vri 1 OW a K zz zK 0 o z za pZ O0 UUU LLJ w< wxr UO0N UZ W< Fla-- zF oFU w Ow 00 L) z Y mN 0z z a N2 NM Ua Ua< wQ UY 0z isaF F' Mcpi FS6 Fo Wmo mmwa ( 0> 0 F m F- cO) Cz av— i - F w wm c0M v< F3 ac0i CV IM orao a 0 r CrV Pi r Nr ( r6 rI UrO O i ON Nc N N Q0 Lq O Uw ( 6 M z w O F- W W n; 0 a V) J p ¢ J tY W LAJ m Nw 0 z w K Oo a w 0 M F o w o w li LLZ cLic wwZw ax= wFr z( Wn KLLwWKOw0maD0 K_ O W z F zQMOMUOUzwQF o o QO( n2 U O 0 O F E3 zo D U W - j LLJoho- Wmwawa la1 0< W F3 V) F - II O w C7 00 K Vso m z U z Ld W z ao w Ua 0 J Z J ww Y p Q W.- m O_ UU KQ W W W j o w V) z am W O W O M o Q ri04H Ld m N N M m 0 O p o II zm NZ LLJ oO Cn W to07 a W jr K W> K N IaI p a as til Mn N al a O W O H g II II N U Z 00 U M JO OO a z( In- z N 1 wo I W co 00w m asWQr r N m N co wC7 cj6 r o6 Q Z QzQ Q m U m InlIIlJ11h I w F- 7. wUwILN 0 F- 0U0QzLLJWU) za0W0W amWcawujLUz5W o 2 W^ U V) r= wmmow ovri' K rn Q 2 N U r Lc( 4) K pU)'. ol< z .. 0 x 0 a<- O) z n 0 U q02 m0 3 w N Kr0 U azUOLWMV) zYMOz w I. 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W Z w Q W U) Q-- Q QU=) 0zaof a p C:) cn O W F- Z C <" w-= SOUw 7- LJ o> aWF-- CnWLJL w W WO a p W z it0QF- Oozp= W W wrQW Q K j v Q' Oz 1) NNIS dO1S UOLaiU O'_ d eano 30 30V3 d0 1N3W3AVd 30 3903 I OD of I ZaW W 00 Cl) II L co t O I J C/) 0 Q (/ 7 Z J V) W O W W O Q ~ Z m DW OU = W d O O O W U = ~ W mCA w( W O Z< z Q~ m 0( D 01- at LI Z 1- Cn I- U> 1 m V) p W W W w a z 00cnOmp> F- U ' ZCA cnQw Q Q J p W LL p o W Z O p w Z W Z O w W Q d I-- J V) 3: p CA Q Q Lu 7 U W H Z- nz w ) Q W Q 0mQ p W LvO Z OOn JQ F- U LLI V) LLJ mU O V) > W W m W F-} O L, Q zait - w CA 3:- L W W U ot W O U = QQ W ML, pOnLL0 UW LA - Q W z ¢ m zQ o a GOOF- W= F - Z U Of U) p U> F- Qlw W W W w p OOUO WU ZF- Qw W U? z cn Z cr) J D W pW ppWZO WW ZwZO W OW m J cn dip Q < U Ww W Z WZ O W U) Q W = Q itmONCF- a W0 N Oz eano 30 30V3 d0 1N3W3AVd 30 3903 I OD of I Za W W 00 Cl) II L cotO I J C/) 0 Q (/ 7 Z J V) W O W W O Q ~ Z m DW OU = W d O O O W U = ~ W mCA w( W O Z< z Q~ m 0( D 01- at LI Z 1- Cn I- U> 1 m V) p W W W w a z 00cnOmp> F- U ' ZCA cnQw Q Q J p W LL p o W Z O p w Z W Z O w W Q d I-- J V) 3: p CA Q Q Lu 7 U W H Z- nz w ) Q W Q 0mQ p W Lv O Z SEDIMENT—LADEN RUNOFF * g DEPTH BELOW TOP OF INLET- S GRAVEL FILTER FILTERED WATER € COMPACTEDASREQUIREDMIN1'—MAX 2' RUNOFF WATER CURB INLET SOIL x In 18" MIN. nL'• / / SEDIMENT H } N HI d m CW • I d • WW - \ Z wooFLOWQi 0 2 f W d rdii\Yir / ° • p \ '\\\!\i /\i\\ /i./,\tea\\!\Cn MAX. SLOPE 2:1 .. • d • 4 . // / \\/. \\\ .\/ i•/ Q rn o= d WEEP HOLES \//\\\\ LARGER PARTICLES 1 ; CONCRETE GUTTER z o STORM WATER WITH // FOR DEWATERING ' ' //\// SETTLE OUT ' J \ r • °• TEiPORARY DIVERSIO%J DII<E Z 3 nS2paSoS2LARGEPARTICLES\\ , SPECIFIC APPLICATION2" NTS i oREMOVED // \//\ THIS METHOD OF INLET PROTECTION IS SOURCE. OLC 8 avAPPLICABLEWHEREHEAVYFLOWSARE EXPECTED AND WHERE AN OVERFLOW SPECIFIC APPLICATION J w AREABILITY DESIRABL D EASE OF MAINTENANCE 2' 3' MIN. p w Y\\ THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS EARTHEN DIKE j\ GRAVEL CURER INLET SE WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY N CAUSE 3DEMENTFILTERINCONVENIENCEORDAMAGETOADJACENTSTRUCTURESANDUNPROTECTED X \ ; , N T S AREAS 12 DRAIN INLET ///// * GRAVEL SHALL BE 2"-3" CLEAN STONE ............. SOURCE: olc iA / \ \\\\\/ '/\\/\\\i i /\\i\\\/•\\i \\\\ H w RIPRAP '!\\\ ice\. /\- 2 0 2 0 LENGTH (IN FEET) EQUAL ORIGINAL 25 25 \ / 6 X DRAINAGE AREA o ELEVATION 1.0' 3.D 3.0 ` ( IN ACRES) TEMPORARY DIVERSION S ALE 1 0' 4.0 3 0\\ ( 12 FOR TRAP A) NTS. o E c w LO FLOW FLOW 4.5 4.0 DIVERSION DIKE SOURCE OLC ° 3 = totr5.0 4 5 , 67 CU. YD./ACRE 2 1 2.1 H s ' N To a m C 0FILTERFABRIC o 0 0 ` 10% SETTLEMENT B E c 67 CU YD /ACRE 4' RIPRAP a ° c ! EXCAVATED - MAX FILTER FABRIC GRAVEL ** ORIGINAL J \ oEL ** , \ 6" FREEBOARD o oGROUNDGRAVEL \\ c cELEVATION \ / DESIGN FLOW C `L j\\// DEPTH // //\\\\\\ \ \\\\ \%`%/\ o MSECTIONA—A ' ' \ ° a o = E I FLOW\\\\\\\\\/\/\\ \ \ \\/\\/\\/\\ \/\\/\\/\ m ._ o EXCAVATED ,./i /i /i /i\/i\/i\/i\/i\/iii\/i\/i\/i\/i\/ii\/\/i\/i\/i\/`/\/i\i/ z Z o FLOW AREA A c\\\\\\\\\\\\%j\\r/\\\\/\\\\\\\j\\\\ L v a v a in o° GRAVEL SHALL BE 2"-3" CLEAN STONE EXCAVATED INLET 5ED1sViEC T TRAP J TYPICAL PARABOLIC DIVERSION OUTLET (PERSPECTIVE) N T.S. _._-- TEMPORARY SEDIMENT TRAP 10% SETTLEMENT SOURCE: OLC N.T.S. SOURCE: OLC ••••• ••••• 6" FREEBOARD DESIGN FLOW \.\..\\.\........................... .\.\..\\\ DEPTH /\/ /\ \/\ \/\/\ \y 70• WOVEN ,WIRE FENCE (MIN 14-1/2 GAUGE, /\////\//\///\//\//\/// /\//\'/\/ MAk. C—C MAX 6 MESH SPACING) r\\//\\//\\//\\//\\// // // // / // // NIXr / 70 Mpk C_ G 2 ACRES OR LESS OF DRAINAGE AREA l H TYPICAL TRAPEZOIDAL DIVERSION 54" MIN. FENCE, POSTS, 1 SEE PLAN FOR POST SPACING REWIRED a LAP IN DIRECTION OF TRAFFICDRIVENMIN. 12 INTO y\ \ 6„ \ 3 . ®. 10% SETTLEMENT FILTER FABRIC 6" FREEBOARD COMPACTED FILTER FABRIC \ \ / / /\ DESIGN FLOWDOWNSTREAMVIEW) \ DEPTH\\\//\\/ \//\\//\\//\\//\\/\ BACKFILL OVER WIRE FENCE\ 103 l //\////\//\////\//\//\////\/ N r w • r r j\\\/%\j\\j\\j\\\/\\\\\\\\i\\j\\%\\\\\ / Z i\\\/\\/\\/\// r• //• /r O 2"-3" CLEAN STONE END PAN INTOM A END PAN a. X GR PDE PANEL N 2.1 2 1 3 TYPICAL VEE-SHAPED DIVERSION L FLOW_ ELEVATION W r DIVERSIONS 2721-1 4w N.T S. ELEVATION \ 6-1/ H SOURCE OLC 12-1/2" 5/8rX 2r POST BOLT. 7„ LAp • STEEL PLATE WASHER, 2-10 ACRES OF DRAINAGE AREA WT STEEL WASHER • - NCE ((MIN 14 12-1/2- AND NUT. - I MAXWOV. 6"NIMESHRE ESPACING) WITH /FIL ERU CLOTH COVER 3-3/8- 2- 1/4r 1-1/8- ( W X / 6" POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD \\\\\ \\ FENCE WOVEN WIRE, 14-1/2 GA. 6" MAX MESH OPENING r\\\ j / \\/ 3 2 ° D \' J PG O 60, o x FILTER FABRIC: // / ' FILTER FABRIC r\\ \ P 00 0 o tiIro OPS 00 0 00 oMN/ 1. MIRAFI 140N /%/%/i / I 0000000 COMPACTED FINISH GRADE 3 4 X 2 1 2 SLOT Q 0 00 0 00 0 00 0° BACKFILL 2 DUPONT TYPAR 3341 (DOWNSTREAM VIEW) a / / r BOLT TO BE ON SIDE AWAY FROM 00000 000000000000000 FLOW 3. OR APPROVED EQUAL. - 29/32-X 1-1/8- APPROACHING TRAFFIC WHERE °DO 00°0000000° SLOTTED HOLES FEASIBLE no o ° 00 00 0 0 ° o 0000000000000000000 MOUNTING STEEL POST 0 O 0 O O n TERMINAL SECTION RAIL SPLICE 1000000000000080000000 2"-3" CLEAN STONE O O O O EXTEND W{,RE FENCE A , z \ UNDISTURBED NAI F 0 00000000000000000 MIN. OF 2 INTO TRENCH 8" MINIMUM N GROUND DO 000 DO DO 00 Q000000000000000 TRENCH 2.1 2:1 3-1 4- 000000000000000000 o O EMBEDpED FILTER FABRIC 3' 00 00 0 00 00 0 O MIN 8 INTO GROUND / FLOW / 6" 1-1/4- 1/18• O 00 000000000000 CROSS-SECTION r 1-1/4- 0 0000 CROSS-SECTION 5/18 VAL SHOULDER 4"-6" CLEAN STONE DOoO00000 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES \ RIPRAP ao 0 0o00 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY + + GEOTEXTILE UNDERLINER o24" AT TOP AND MID SECTION. I 15/18- 12 GAUGE U.S. ' STANDARD (STEEL) lY3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED 7/8r WBYSIXINCHESANDFOLDED BUTTON HEAD 5/8- DIA4MAINTENANCESHALLBEPERFORMEDASNOTEDINTHEEROSIONCONTROLPLANCOLLECTEDMATERIAL 15/18-DIA.X 1/18- DEEP CONST4UCT10" ErIT"CE ZSHALLBEREMOVEDWHEN "BULGES" DEVELOP IN THE SILT FENCE - , p-; • RECESS ONE SIDE • ROCK -,., i _e SPucE soLTj °° 17- 471 W N T SN T. S. W U NOTE- POST BOLT SAME EXCEPT LENGTH. W q• M SOURCE: OLC = W CV SEDIMENTATION%SILT FENCE WITH WIRE SUPPORT 'v 15/18-R t/) CO 0 41tN.T.S SOURCE OLC SOURCE' OLC `ry0• • 11/16-X 1- SLOTTED HOLE 9/16- Q — W 1-17/32w * GRAVEL SHALL BE 2"-3" CLEAN STONE Ij x t RUNOFF WATER 18" MIN. * Q O2" x 2" STAKE WITH SEDIMENT GRAVEL (12" MIN DEPTH) O 5' MIN M J Z TYP 2" X 4" WOOD FRAME - SEDIMENT j FRAME 1-1 2 7/8- _ 15" GATHER EXCESS - MIN. AT CORNERS / / / / / / // / / / J FABRIC W MAX. CUT STEEL WASHER 1-3/4-X 3'X 1/8- WASHER//\\/\\\/\\//\\// ///\\////\\// U STEEL_ PLATE WASHER FOR POST BOLT TOLERANCE 1-1/18- rr/ %\ \ WIRE MESH O 3' MIN. w FILTERED WATER 2-1/4 drawn by: JC DROP INLET NOTE ALL GUARD RAIL ELEMENTS, FASTENERS, AND checked b JBM WITH GRATE SPECIFIC APPLICATION YTERMINALSEC710NSSHALLMEETTHE 3-3/16- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY approved by: DRL FABRIC EXTENDS 1' MIN //\// / REQUIREMENTS OF AASHTO M 180. CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING project no.: 2004-0131 AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE dwg name: 12—DT.DWG OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED ACRES date: 09-24--04 SHEETDF\:; I E, ,r rl AND l IPS I>4_17SH II,LE- EL0i,.`IF aI i IL'ER SILT FENCE l,,ILET PROTECT101 — N T.S SOURCE OLC N.T.S. N T S C6.5SOURCEOLC IM430 70N30Hd AM SVSNVN 3038OWH ONV1s1 0NVN0 ~ G Nio3Nn , } a - SNOISIA38 00 NW ` 0113011NOW O 0 0 4680- 146- Z46 % V3 - LL40- 146- Z46 3NOHd , f L asuaol / Q - y p : a D WM NR ' VNIO3 - 041 331ns " SS N39L IMA% 006L C ! 7 sNw3mnS - SISLLN313S - S2GNNYM - S833NION3 Ufa qr : ajn4Du61S o M s31d100ssd rvossIo 00— tZ9£# 32101S M J 0 I I cp OWDN } uud m o o om D} Osauulw ; o a} D} S 5 0 ay} ; O SMDI ay} japun iaau' BU3 IDUOISSa} ad m - 0 E U pasuaoil inp D WD I } Dy} PUD uolswadns 0 0 u 0 Oailp AW Japun Jo aw ( q paJDdaJd SDM podaJ 133HS 114134 NO O ' u0l} DDl} loads ' uDId sly} } Dy} !} l}- Iao gajay 1 ° ° t a 0 3 0 I NV - 0 U O -- - 0 - 0 I W W< Q O cc 47 N-) 0 00 LC) O O N W W W W CC W O 0 0 0 O O O CO co Cb M m m m i rn rn rn wz wOun n D i o o a N r @ w OJ OJ OL OL OL O W Wm > z z OD 00co0 © U© @UO k a 0 LJ W Ln I` M O N Lo O N Q @L W ow o l v L Q Q Q Q Q¢ m Q U N o rn _ U d- , t in cD iW Ld O C)_ n _ ¢ O O O o 0 0 m O N ( n ( n ( n cn U U U CJ U CD O z z w r \ ( n( ncn( n Q¢ QQ ¢¢ W ^ W O~ _ a- J z z z z n o 0 0 0 0 0 w w o Li0000 moo oN ( DCO Q w m z YY w w d- ^ U W w O U U _ U U U w W a o w z w Y a_ O_ w > O - _ L m w - t in i- w I, M o W O w ° LL am m v 00n 0M o W O It U L J W- Q LiJ - D zh O z Li LJ W Li LLI W U > NLLJ WLLJ W m cOo LL1 - - _ - _ - - - _ ` - - - - _ - - v) _ U W - - _ ` - - m - - - - w w OW 03 OD 03 Co CD co a> OZ O w m n Dmmm mwmmmLd w o wNZNr) r) d coaNr7r) d- o ++++ cn w O o 00 in rn O 00 o co N o L O O O O O O W W U d' O O N of O O [ O N [ b = _ LLJ O = W L Z O In coN 1 O J ( T N rt W r > > > > > > - _ z z m n in I o h r @ © @ @ r7 Q ¢ Z @1 dU @J Ud W O O O O O O Q I- z Qo cU Co (- n F- U cn cn : n ( n rn rn Z 2, Z L CL W LJ LJ z lr O W W U U U U U U > z Z w n o ¢ O LJ 0 O O > m m n 0 0 -(- 4 W W 3 Q w I- m - z d- d-- 2 00 00 coo Q @% @) C © @ _ w T Q m _ W w LLL W - E W U CO c0 z ^ _ Q - Q Q W d' !- _ W m W W O F=- Vl m = @J @I W ( n o O I rJi,\ O O cV c0 O N w Q Q Q Q Q Q m ,- m m m r U O ON Uz zJ O U 0N OV Q zzzzzz w W O o ww w viz O w z Ln z Q O O z Ln rn m O , o Cf) i o- r - U O O O O O O z + z ^ 1 Q 0 v_ = L w m mw w ~ wL_ w z O O w W w w a_ w L w w w w= v - r- w O UU << N ( n Ln cn U7 O 0 O U CD U Z Z f - U Q Cn U W \ ( n ( n Cn Cn ¢_ _¢ Q ¢_ Q Q Q ¢ ¢ z W ( r W O W Z m g w _- - - _ - - . - - _ J L)' CT O) d' CD ( D Z Z Z Z w I 7 ^ m O W W W U) W w W w w w W O U Z U O Q W I- Q L ( n 0 0 0 0 0 0 _ W m C 7 m 1 I- Z W Z W (/ 7 ( n Ln w w W Z Z ( n W O Li U O O O n O O O N t ( o Q U_ U V_ U Q W w z L L L U CD U 0 Li 0 CL QU ooh z o Yn n - co - m o aU© @ © U z_ ___= O i z W wwwwww C.) oL 0 Z Q m m n w m o 53121VA o W U JWO w z U = Q L ioinio Ln _ w w ww J O ¢ m M0 w w O O O OUO cn JLU O w w z a w a w w w L' i w W W w m m o ch ¢ w w 0 0 oW = z z w- J z d E w = V) Z w Q N m- J coW 00 cD O O x w- W¢ W W W 9 d O o N b O O 0 N_ = Z O II ( I Q CN W N 0 N= w w _ wNZN r'-) t- ItcDON r - J d -- t O o ++++ O w U9 @ 3@) @@ o n n w ¢ m T, W J J\ W a LLJ ~ W J w ( n ( n O N r Z cD CO Cfl O u) rn O m ( n _ LA Q G cn o Q w¢ w w > _ : 5 1 Cif u7 U= U IW- O O ww Lu w v`' jQ vS O m mm U O w ww w w= w V) cn ¢¢¢ Q , o wQv W m U m J H Z W Z W [ n U ( n W W W W U< W t z m W wF- w Z J J C7 OO - w. 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