Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WESTBROOK11TH
i 1 1 H ST INDEX OF DRAWINGS SHEET DESCRIPTION CVR COVER 1. SITE AND GRADING PLAN 2. 13th STREET PLAN AND PROFILE 3. MEANDER CIRCLE PLAN AND PROFILE 4. 14th STREET PLAN AND PROFILE 5. NALAN DRIVE PLAN AND PROFILE 6. NALAN DRIVE TO END PLAN AND PROFILE AND INTERSECTION DETAILS 7. DRAIN OUTLETS AND DETAILS 8. PAVING DETAILS NDOR STANDARD PLANS (THESE PLANS ARE MADE A PART OF THIS PLAN SET BY REFERENCE COPIES CAN BE OBTAINED ON NDOR WEB SITE OR FROM THE CITY ENGINEER.) 9. NDOR EROSION CONTROL STANDARD PLAN 501 - LATEST REVISION 10. NDOR SPECIAL PLAN C (TEMPORARY SILT CHECK) SUMMARY OF QUANTITIES P.C. CONCRETE STREET PROJECT ITEM NO. DESCRIPTION 1 STRIPPING OF VEGETATION 2 GRADING 3 SUBGRADE PREPARATION 4 6" CONC. STREET, CURB & GUTTER 5 6" CONC. INTERSECT, CURB & GUTTER 6 CONCRETE STREET HEADER 7 CONCRETE SIDEWALK (BY OTHERS) 8 DRAIN OUTLET STRUCTURES 9 CONCRETE DRAIN CHANNEL 10 STRAW BALE EROSION CONTROL BARRIER 11 SEEDING APPROVAL aft ESTIMATED QUANTITIES 32,000 1 6160 5786 374 1 15,518 2 1674 80 5.33 UNIT S. Y.* L. S.* S. Y.* S. Y. S. Y. EA S. F. EA S.F. L. F. A ,5-4/2-07/ DAVID L. WAC R, P.E. DATE DIRECTOR OF PUBLIC WORKS / CITY ENGINEER MARTY€TANGE, P.E. UTILITY ENGINEER DATE OSAGE AVE GiSi PROJECT LOCATION 26TH ST. NW 1/4 SW 1/4 NE 1/4 CENTRAL AVE WESTBROOK VILLAGE 11TH ADDITION 12TH ST. VICINITY MAP SEC. 5-7-10 act LOCATION MAP NO SCALE I. Steven W. Wolford, am the Coordinating Professional on the Westbrook Village project Th s bar Is one inch long on original drawing. if not one Inch on this sheet, accordingly ©COPYRIGHT This document and the Information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by the copyright law. F- C.) WW O O JCL ._Jw W W m Q z O ED (; O z o a Oz m � m w Lai W Q Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 921-1000VER REVISIONS 1. DRAINS 4/22/11 DATE: MARCH, 2011 / 1 \ \ •\ •\ •\ \ \ \ •• \ •\ \ •\ •• ••\ • • • • • • • \ •\ \ •• •\ \ \ • • • • \ S. •\ S. S. \ PAVING CONTRACTOR TO CONSTRUCT 6' WIDE CONCRETE DRAIN IN BOTTOM AND ABACKFILL ALL EDGES TO TOE OF SLOPE. LENGTH = 148.6' \ \ \\ \ D • / - ♦ \\ W ,0% \ 100 YEAR ELEV. = 1955.1 • • \♦ • CONTRACTOR SHALL PROVIDE AND INSTALL 40 L.F. IN TWO ROWS OF STRAW BALE EROSION CHECK, _ SEE NDOR SPECIAL PLAN C \ • / �: • \\ I \\ I\ I -----.• `\ - \ i\ ADDITIONAL BORROW AREA. MAX 5:1 SLOPE RE -SEED PER SPECIFICATIONS 100 YEAR 1\ ELEV. = 1955.1• • \• \ \• \ \ 1 \ \ \ ••1 I /1 j/ I I \ '\ 2� Iy J•B \ \\\\ I \\ \\1 \\ \ iln slam ila I . \ ♦ I \` I //EP: 190+09.'• 1045 • ` �\ / / %\ 10+00 / / • • Jy CONTRACTOR SHALL PROVIDE AND INSTALL 40 L.F. OF STRAW BALE EROSION CHECK, SEE NDOR SPECIAL PLAN C \ ♦ \ \ \ \ •\ \ \ •\ 1\• ♦ • • • • • • •\ • • • ▪ • • • • • \ • • \ • \ ♦ ♦ • • • P •\ \ \\ • \ •\•\ ▪ \\ \ \ \\ \\ \ \ `••\N \ \ • \ \ \ \ N `\�--\ •\ \ • • N \ \ \\ \ 1 CONSTRUCT A NEW DRAIN WITH 1% SLOPE x 8' WIDE BOTTOM WITH 5:1 SIDE SLOPES TO ELEV. 1956.0 THEN FLATTEN OUT TO A 8:1 IN LOT 12 ♦ ` 1 N • \ \ • • .,,.:.., �.-1956 LOW POINT q P Is I I / / I / / / / I / I / I I I / / / / / / r / / / / / / / / / / / / / / / / / f // / / r / I / / / / 1 / / / / I / 1 I / / / / • • • • • • • • • • • • • • • • • • • • • • • • • • • • 100 YEAR • ELEV. = 1955.1 • • • • • re 0 \ • • tit • • \ \ \ •• • • • • • • • WHEN MAJOR GRADING IS COMPLETE CUT A DRAIN SWALE ALONG LOT LINES • • • • • • • • 'LOW POINT Ng CONTRACTOR SHALL PROVIDE • • • • • • • • • 111 • HIGH POINT LIMITS OF STRIPPING AND SEEDING AREA. Fe • • • • • • PT: 403+82 • • • • • • • tkt • • • • • AND INSTALL 40 LF. IN TWO ROWS • OF STRAW BALE EROSION CHECK, • SEE NDOR SPECIAL PLAN C % ,../ At t • • • • • • • • • • • • • • • • CONSTRUCT A NEW DRAIN WITH 1% x 8' WIDE BOTTOM WITH 5:1 SIDE SLOPES • • • • • • • • • PAVING CONTRACTOR TO CONSTRUCT 6' WIDE CONCRETE DRAIN IN BOTTOM AND BACKFILL ALL EDGES TO TOE OF SLOPE. LENGTH = 130' • ▪ • ire BE s• ENE II we Ilia INS cr • • I N • • • • • • • • • • • • • • • • • • • • • • • • NORTH • • • • • • • • • • • • • • • • SITE AND GRADING PLAN zIer CURVE DATA R=100.00' L=157.0796 LC=141.4214' LCB=N 45°00100'W R=308.0682' L=137.5333' LC=136.2532' LCB=N 12°46'34"E CD3 R=132.5986' LC=142.3606' LCB=N 57°32'00"E BENCHMARK DATA END OF PAVEMENT ON CENTERLINE OF 13TH STREET ELEV. = 1960.18 0-2 END OF PAVEMENT ON CENTERLINE OF NALAN DRIVE ELEV. = 1959.64 0 BM -3 END OF PAVEMENT ON CENTERLINE OF 14TH STREET ELEV. = 1959.61 Point Table Point # Elevation Northing Easting Description 238 0.00 1028.36 2340 27 CD1 (RADIUS POINT CURVE #1) 239 0.00 1177.95 2548.34 CD2 (RADIUS POINT CURVE #2) 240 0.00 1421.48 2470.27 CD3 (RADIUS POINT CURVE #3) 241 1960.18 928.21 2566.27 (BENCHMARK) 242 1959.64 1064.80 2598.68 BM -2 (BENCHMARK) 243 1959.61 1553.72 2830.26 BM -3 (BENCHMARK) GRADING NOTES 1. ALL FILL UNDER PAVEMENT AND THE SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO MINIMUM OF 95% OF STANDARD PROCTOR MPXIMUM DENSITY AT A MOISTURE CONTENT BETWEEN +3% TO -2% OF OPTIMUM MOISTURE IN ACCORDANCE WITH SPECIFICATIONS. ALL UTILITY AND OTHER EXCAVATIONS WITHIN THE RIGHT OF WAYS SHALL BE COMPACTED EQUALLY. 2. ALL FILL IN EXCESS OF 6" IN OPEN LOTS AND IN UNPLATTED AREAS SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR DENSITY WITH NO LESS THAN 5% BELOW OPTIMUM MOISTURE. 3. ANY EXCAVATION IN THE OPEN LOTS OR UNKATTED AREAS SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR DENSITY WITH NO LESS THAN 5% BELOW OPTIMUM MOISTURE. 4. THE CONTRACTOR SHALL STRIP THE TOP 6" OF EARTH UNDER ALL PAVEMENT AND STOCKPILE THE STRIPPINGS IN THE CENTER OF THE LOTS. AS MUCH AS PRACTICAL, THE CONTRACTORS SHALL USE THE STRIPPINGS TO COVER THE FILL AT THE END OF THE PROJECT. NO DENSITY REQUIREMENTS ARE PLACED ON SPREADING THE STRIPPINGS; HOWEVER, AT NO TIME SHALL STRIPPING BE PLACED IN THICKNESS GREATER THAN 6" OR IN ANY AREAS SHOWN TO BE PAVED. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE SOIL TYPES AND PROCTOR DENSITIES. NO SOIL BORINGS, SAMPLES OR TESTS HAVE BEEN TAKEN. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY LOCATION (INCLUDING DEPTH OR HEIGHT) OF ALL UTILITIES BEFORE CONSTRUCTION WITHIN THE PROJECT AREA. DIGGERS HOTLINE 1-800-331-5666. 2. CONTRACTOR TO PROTECT ALL TREES NOT MARKED FOR REMOVAL. COORDINATE WITH DEVELOPER. 3. ALL VALVES SHALL BE LOCATED AWAY FROM DITCH BOTTOMS OR DRAINAGE WAYS. 4. CONTRACTORS SHALL PROTECT ALL PROPERTY CORNER PINS. ANY PINS DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A LICENSED SURVEYOR AT THE CONTRACTORS EXPENSE. 5. NEWLY PLATTED AREAS AND DEVELOPER DESIGNATED BORROW AREAS CONSTITUTE THE LIMITS OF CONSTRUCTION UNLESS NOTED OTHERWISE. SUMMARY OF EARTHWORK FROM COMPARISON OF EXISTING SURFACE TO NEW SURFACE TOTAL CUT TOTAL FILL NET DIFFERENCE LESS CONCRETE STREETS NET FILL COMPACTION FACTOR 4980 CUBIC YARDS 7075 CUBIC YARDS 2095 CUBIC YARDS 1057 CUBIC YARDS 1038 CUBIC YARDS 1.4 FILL REQUIRED FROM BORROW 1453 CUBIC YARDS (NOTE: BORROW AVAILABLE ON SITE) CONCRETE QUANTITY ESTIMATE (APPROXIMATE FOR USE WITH EARTHWORK COMPUTATIONS) APPROXIMATE AREA OF TYPICAL STREET SECTION 14.41 SQUARE FEET APPROXIMATE AREA OF TYPICAL SIDEWALK SECTION 2.64 SQUARE FEET STREET 13TH STREET MEANDER CIRCLE 14TH STREET NALAN DRIVE (LESS 28') LENGTH, FEET VOLUME, CUBIC YARDS 382.67 472.31 510.27 602.51 204.37 252.25 272.52 321.78 STREET TOTAL 1967.76 1050.92 RADII ON INTERSECTION 344 SQUARE FEET SIDEWALKS 1939.76 6.36 189.66 ESTIMATE TOTAL CONCRETE VOLUME 1246.94 I, Steven W. Wolford. an the Coordinating Professiona co the Wood:tropic Village project Th s bar is one Inch long on original draWing. Isesnesemmamleammol If not cme inch on this sheet adjust scales accordingly This document and the information contained may na be reproduced or excerpted from without the expnns written permission of W Design Associates. Unauthodzed copying or disclosure of construction use are prohibited by the copyright law. 0 0 F- 0 a!: F. co Lau Lk, m w CO cos 0 CD CO 0 111 0 cn glaZ Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 CHECKED: REVISIONS 1. DRAINS 4/22/11 DATE: MARCH, 2011 4.5 SAW CUT TYPICAL TRANSVERSE JOINTS AT 8' CENTERS STA 400 + 00.00 TO STA 403+82.67 BUILD 382.67 L.F. OF STREET, CURB AND GUTTER PER DETAILS ON SHEET 8 • • • • • \\ • \\ \ \ \ tav —.1962• f--•1967 STA 403 + 04.34 @ 14' LEFT BUILD ONE OUTLET STRUCTURE PER SHEET 7 I j \ / / ♦ V / /\;/; 'S;/ 1 / , ▪ 1�%% \\1 i ,♦9S j i \\ i 1\ • ,\ j ' /C,9S9 �' ' / x,:t, \\\ /C. ./........--, — ,.1\ ' /, , 'X '9 ' \ X195 1 • • _.1960. • 5=0.4% \\\ \ • • • \ 1 1 ▪ 55 I • 399+00 196 196 1967 1 1 1• 196 196 196 1961 195 195: 1957 19 195 19 195 195 399+50 I2 O 0 F 12 Z 0 U W mZ • \ • 1961 ▪ • \\ \\ \\ \\\\ / • \/ \\\ i \ / \\\ / \\ / •\\ / \ •/ \\ • \ / • \\\-- NOTE •1962 SIDEWALK TO BE CONSTRUCTED BY OTHERS ATA LATER DATE. FINISH GRADING TO BE COMPLETED TO ACCOMMODATE FUTURE SIDEWALK ,+,ae aha a ... «�;5d � a.;�,. v L . t�.,� '•max \�`ga m /Siv-' � � � �-r "'' � 1h ' ��� ------------------�� / • ��� • r -",•i ♦ %"'`tie"' s..ySa"' �� < \\ / \ X 1. 1 / 1 / / e // i / \ / / / / / / / / / / / / / I MATCHLINE / 400+00 0H 400+50 • • • N. • • • • • • \ 401+00 401+50 13TH STREET SCALE: 1" = 20'-0' 40 +00 NORTH 40 +50 403+00 FOR CONTINUATION SEE SHEET 3 403+50 1 1 \ 1 1 V 1 1 1 cm Q /� / \ =90°00'00" R=100.00' L=157.0796 LC=141.4214' LCB=N 45°00'00"W 404+00 969 tSTING 0 0 0 a E1 C.L. STREET N O v Ct.:GRADE to cc I. 01 11.1 O 41 •0 a N C ILI s 0) 0 CO LO 0 CURB:INLELOCATION r:z g'ja (0 0 r O 0 0 0) 0) 00 O r 0 OAt00 0) 0) N NO 0 0) N-0 Csi N N 00 CO 0) 0) 11 nment; 40a PROF FILE Cco 00) 00) r r VN.. 0)00)) r r 0) 0) ▪ 399+00 399+25 399+50 399+75 400+00 400+25 400+50 400+75 401+00 401+25 401+50 401+75 N N N 0) N: O rco 0) 0) 0) 0) co r 402+00 402+25 CO O N 0) N.: N 0 co 00) 00)) r r 0 0 CO 0) W N r 0 Off) O W 0) 00)) r r 0 N 0) t0 O co 0) 402+50 402+75 403+00 403+25 403+50 403+75 968 967 966 965 964 963 962 961 960 1959 958 957 956 955 1954 953 1. Steven W. Wolford, an the Coordinating Professional on the Westbrook Village project. This bar is one Inch �longdrawing. eimenessneasi if not one inch On this sheet, adjust scales accordingly 0952 ®COPYRIGHT N This document and the information contained may not be in) teprddaced of eo&pted from Without the egxess written 0permission of W Design Associates. Unauthorized copying ordisclosure of construction use are prohibited by the copydghtlsw. 404+00 W C� Q J J i 0 0 CO Fw HASTINGS, NEBRASKA Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 0 U 0 N 0) ca 0 REVISIONS 1. DRAINS 4/22/11 2 DATE: MARCH, 2011 J i FOR CONTINUATION SEE SHEET 3 ;- • •\ \ \ I r \ / \ r \ \ I \ \ - IPS/ ��� / \ /▪ • I Nob X • • • \N• • • • • • • • \N. \ N. \• \ \<0., s0'�� • \, • • \\ \\ ▪ Nb X AN 1960 BEGIN CONSTRUCTION ----------------- • `Oa /9s9. ` 41. / / r / r / / / / / • / r / • \ SAW CUT TYPICAL TRANSVERSE JOINTS AT 8' CENTERS STA 403+82.67 TO STA 408+54.98 BUILD 472.31 L.F. OF STREET, CURB AND GUTTER PER DETAILS ON SHEET 8 403+75 404+00 404+50 405+00 • • • • • • • • \ / • • • • • • • • • • \\ "'r N \ • • • • • `•\ • • \\ • • • • • \ \\• \ • \\• \ • • • \v / .,_ \ _v xi � U„ 7 I / / / / / MEANDER CIRCLE SCALE: 1" = 20'-0' NORTH 2Q 02 A =25°33'08" R=308.0682' L=137.5333' LC=136.2532' LCB=N 12°46'34"E a • • • • • • • • • NOTE SIDEWALK TO BE CONSTRUCTED BY OTHERS AT A LATER DATE. FINISH GRADING TO BE COMPLETED TO ACCOMMODATE FUTURE SIDEWALK FOR CONTINUATION SEE SHEET4 405+50 406+00 406+50 407+00 407+50 408+00 408+50 408+75 966 965 964 963 962 961 1960 959 958 957 956 955 954 953 196 1 196 196 196 196 195 195 195 19 195 19 195 403+75 404+00 404+25 404+50 404+75 405+00 405+25 405+50 405+75 406+00 406+25 406+50 406+75 407+00 407+25 407+50 1co.. 0 tOO r M cob N P. 0 In N tO N IC IC 0( U) rnrn 01 0) 0) 0) 0) 0) rn 407+75 408+00 408+25 408+50 952 408+75 I, Steven W. Wolford, an the Coordinating Professional on the Westbrook Village project. Th s bar is one Inch long on original drawing. if not one inch on this sheet, accordingly OCOPYRIGHT This document and the information contained may not be reproduced or excerpted from Without the express wailer, permission of W Design Associates. Unauthorized copying ordisclosure of construction use are pMuLited by the copyright Iew. I— U W w 0 o J o- c W m O~ O c6 Z O zZ W v / Q r Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 0 0 U 0 N W C W 0 W 2 U REVISIONS 3 DATE: MARCH, 2011 / 103+50 103+75 104+00 104+25 104+50 104+75 105+00 105+25 105+50 105+75 106+00 106+25 106+50 106+75 107+00 107+25 107+50 107+75 108+00 108+25 108+50 FOR CONTINUATION SEE SHEET 6 I, Steven W. Wolford, am the Coordinating Professional on the Westhrook Village project. Th $ bar Is one Inch long on original drawing. mi if not one inch on this~ sheet, accordingly ®COPYRIGHT This document and the information contained may not be reproduced or excerpted from Without the express written permission of W Design Associates. Unauthorized copying or disclosure of conswction use are prohthited by the copyright law. W C� Q 0 0 m H w 11th ADDITION STREET PROJECT Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 0 O N O C CHECKED: REVISIONS 5 DATE: MARCH, 2011 STA 103+78.76 TO STA 108+25.50 BUILD 446.74 L.F. OF STREET, CURB AND GUTTER PER DETAILS ON SHEET 8 SAW CUT TYPICAL TRANSVERSE JOINTS AT 8' CENTERS FOR CONTINUATION SEE SHEET 4 /// 1 / I / 1 00 h I Yh As" x1 dry 'k,FxSt (_ / / i / / / i i/ / /// // '� / 1 t/ 1 Ii // 1 �/ 1 1 / 1 / / / / it 1 1 1 1 1 tt / 1 \ 1 V 1 \\\ • 1 \• �\ \�\ _-______- V.•x"" -. \, \`.JasJ\ ////// 1 vvv // c. }. x > ___ ----- 1 t 1n ,YkK4 i'4 I {M1'�Yz� , �tawk-mY-'`�z 14/;x rIry /- �q'rb" it I'� kutkX v r krwu# £ kv4'}- '-" }5`„�t` \'^z�"; c. s .6., *zd r'w�'>\mo 411+00 411 00 I _".1955 / 'Y k:. x - 1Ii 1 I I / .__ / l / ///////// 1 / \ \ $ Y 1 Crl Y Li Y t - Y S Ts I 1 / '., S F'' vY F 3•- ', ", . xt, +/';' ., . r.= /-` <., tt'' u +, xv. -a .-.. �. F � _O , ,r .TS.. - #c^_ ,_,4./ .. "kr . " 's. i . L« F z�L . _ _n. 'r U 4 , n __v,., ,.:}.r_„/ .. t 'S .. • Y BP: 103+78.76 _ /sso/_ �..�.�����..� %_ _.7959-_r-_�_-._�_�_�. �.... / J/ /J���__�.�� i //_ �1958_�.__ // I � 1 �,rv/ Jc\„<a.,..,,x<.:r,.:,,.r , -- _a.,, v..: .:4,.,, � L W „ ch T ... �' , 1� £ } ' ^z L L4 �} ti - r.5 O ', i�/ Y. wv. , ... x.. .. ';i ,„ .. ,,.. .L, e ...,... .,_..x.cr_o..,. .... . a r _s,rts_4»,...i.._ sr,., :'s s,,. r v..,,,„e..;s.m..,.r .. w.v.�.,-_,e.,3.,_.du.....s.. u..�+<fx "' .. ..Y ..t.t ., i... , , f . � , .._ ... . .... -v ✓ ,... < S„' .�. e"ca .. F. _ 'r.. : . 3 ., rv# ,a .-v .✓.. Y ... m kv a tr rnv w, ..,.^S`. ... s. <. K J .,r r _ ., .> ,-i -a .r .h.. _ _ .. Y_ _ vu .. ^`}u,xr, \ _ :3t'. , , ._$ .,, w'.. r''....,.ci. .. v, .-'$ ., "'t"v .. r. \...Y Y k.. ,,:3 FL. t° .S ..s .. •v@X`,... Y.. `T x' _.. #.. - 1' .1 S. r �. {'^`, r..i. f..tt -°S. �i n ... s..o x.. ,.s,.. ..,� ...., �. 3r s ,:35. ,. ;':_.#... ..�.. s <x-=.:." ,n1 ., e rz 's.. s. �, r... �a .,.. .,��a . �', ,,.,.,a.n - .....t^r+:Y aXi H.. --». ......-L ,Y. < d+ 1. ^.. < .1 x'k. ... <.. k +v�� k,y } 4u sk .3i. ;*` °}.. s m. . ...1 A x <+.t. , , :C < r:: e.fi..{.- '.i'Y' i`w ,.} .0 /*:. i'} v Lr .:.. ,_ S 5 .,4 ' v .. .. , "JS -Y x. ^ .. $n. ,. v., .v ... s .Y.✓ .m ,. t- }>. s..e .nY ..x. . `kn't :k ,.S -i5 ti., <. ... , , �. ,. ,<§... l �`i s..< *.i. ,. .'i,a..a. N .. . Y` ..., 'b .Y". .x .. , ...., r... 3" � ,... n'. .ems .: ,.. .... �.... . �. ... .Z .2,1 r.V. .TT % �.. .Y'% uta. ,F. .+ i. v} x:..'. , A r ... < '.. ... ... .x � � �.,\ .. c e. ,_ .. ,. ,.. ... J. -.-.a r: .v n. $ 4, , .::,. 'm } ., # 1. 4. , _;: n >r' . b. c ., y rv, ✓s`a x e Y n. ,.. :.. ... e'`.Lfkr._ < .- ,3„ .. v. ,. :7-4,-..., .... ry :a^.-.. .. ,.: i`., .v { ), ., Y#.. .. .a4 s r$ 1. .':... v. i. {d k-. f {8 .T' 's } ,.. ..... .. <.. S $ . ,. ....v .. ,.... 4 . C fv. k. `. / .a;4.:..a .&`.. s": S. .<- S# .. .: . i w_.. ,S. � .3...t. 3- + - + v_ . '' a' ^3 ,✓e.n. _ + ., a :Au. 4_. ,. 1. f ,.a„ :.v M1 i. -.. .# N . � ,v,. ..s^ 4' ., ^L.v ki .,�.�{.. x 'v v 4 �"�:. .:h 5 ,z a. S .< .,. ^. Y.-. , N . .. SxY. e .,, .. 'xv S;F Y n, � +.':.. , r - '.`x r ,r . ..:. t r ., ..zA'^' � <, r m , x.., is: ..,1F ... mvxrx �Y s rf n'v ,.. h . 's' .. v. , :.: ,.,c .. .... .. .. x . . +:s.. ..... -.- c ., ' .. v .. �. # .. .. 3". ,. v`,3 n. vo � < :, z, +v .x... i t a.. .. «i -x -,r. v .. _..,- ..a <.. _ .....M1,a. t ..n .. '. ,... : ,. .,. . ,, s ,_ .. <.. .. � 1 d. uF , u:. ". e 1 ;- ...: .. ,v .. , .>,' ., x x. `4 _ r" r . lX\ _ i+ t ks sr a [ .. .,( '�A r ,. ._ C .� A _ Es, x. , ¢ F J "Yai < , . f !:;i. .4 .,. .,G 44. h :.„x. t> ^.ra, `$s ti'vr' b_ 3. Y 'k.. ••. .ax,, x ,s.`"ti .. . ... .. :�. ¢x�.. �Y. ..k w, >,. t•. . ...P NUFv .. � .z �" ,. .o - .. L'�. , r.. s -�zax ., 'z £ x. .-» _':R, v. 9 .o. , ." c- t. _ k .. }x. _. _.F %_a L` x.x L. ,tY '. ... # _ Y ,,.,h.: £s,..». Ta _ ,. d§ic,. rn :.... n,.n , v.'=F , � x f .12: 'u ,. k. .. 2*/ t t .r. � . #.' £, , . _ < r . �....» . ... a ,_ 'i v, ,.z .. Y�. _,,,. >a- ✓L, %i .. b'. !. .. .. Y.t1 _ �' ,... `-., „ _ '� xc_ Yz.:d* 3 rcx} ,x' , r`rr.< 4, r. +; '� ., rc ..';i. .riY - .. , _:. k x.:. !n zi , ^x...: ` `k., ',.,.-k sk .. ,.,. .. , . "Xc. , c ., v.,.. .x. FE N r ..a ... ,... .s �: ,_ :, nxc.s 5.:.. :X u. :... Y � Y r.t F t ... ... .. J, Y`•v"b x .,. ., >Y, p _ e v v -u i , .. , `krrk o .n '4 k ,.. -.r' "ti, �' 7-u. S -,. , c. ., P c'. .. r ,es. «. ., s, _.. ,r _.. .. '.H .., _„ ...., ,. _z F _ h:�-..v. . '`3„x, :3"a yyS� :u.. .: :`:� �y <....i r , �. {� �. Y`..,�.. � X. .s. _,... ,.. \' ..s.. �,. b$v'... ,. ».'nr a 'k e. ♦ .. L. !' , ._, f✓ a... , _, . .r 2. o °'v z.:'La .. ,.. .. 35'^:.. .,: .., ,,.. ., .,.. , ... t> ... . ,:: lo- 1 ... 'v .. : .» ,. ..b .. ..4r ..4... , 4, n t / c .,s. :: `, ..%%SS tr,... � 1 m ., .. .. � Y , 1 ... vix t .... ., a, .Y�i.. .. . � < .., � e'Y e �.. .. l v '"5§' .. ,., , ..._. S.. ``4:5. 3 .., .,. Yk .... a ? ... n.] .4F. : v ._. ..n ..� .. _. < :^' .. ..x,.:... J n .: .. ..tfi. n. ... a?L.,n.. .. ,., v, v... r. , Yxn S u1 ,- ..v. ✓ „cv.. _.. a+ F% 'L$ vi ,» `. `,. i'4. __ .,.. 'S �. _ .. 9 .v. ... .. .. ., ....Y, dx. x, f,. � .c .c k r. '. <... ..t. r.:: S ,. t: ._. ' .xi J v L .:�. ?=�,,. f. o r .G^.-. O s. O . . .} ... a.:. rL h ,-4. .i a', Y > . x `£' r>c'k # X"� .;' Via. Yz ,,: ....+ c s v. -.*...-.,».. ,. _xr a z, v .,._ M1. �- .. rx .... x.,.f + D ?r... .... , . m... ,. 3 ,.., ;"� ... O �. - ...� ...,. ......, . r '. ,.. ..! t ..v ... ,. -,� xF' 3.:. 1"x { is _._. .. .,.>...,.....'ax..1 >..,.. ,. _, . h ., v . ... .. ,. .... _. . c.... „. ..v .. is ✓�.h .-- ..<k ,F. : . „ Y.. ,. �� _ u�. ,..,.. / e.,. ,. �.. � .-a- ,Y" h. ..> .,f. W, .. . .._.,_. . ., ,., , . .. v..-, ,. .s. . �\ „. r ,. .3-0.6 O v .,. , a. ., ..� ,` .. Y.. . "/* , � ., 'v^s t u .t§ s-'. L. ..0 ... \ . e" S _ + s. a . k f. 3 , .....n r' ... -,. v.... � ., a � _.. .. < k,`x ?. Se' .. , v ,. c.. ,.� 'rr _.. v! .. ... i+. 5. +S v ..,.. . .. , .ry}. , ... <{tJu .. .. ., . -� :v _.. . .. ry x .v .>� _,: -'w_ �, . ,...<.. 1 ,... wv. fl L.. Ai. .v.. tv, ,. .., a.vn.. , _.v N. <'"Yr + , _, 1 ,. B _._ A..,.a. ., .r.. i_.. a ... e .. n . 1. 'r. .i1<. _.. . _.. F . . > ''a f # ., £w _ .ry, .,k. .. . .w... .t . #"sa .. ^F..... i% v}.. ..}C f ,.. *,. Y 4. vt..ry ,.. L J J 3' 't Y,,. � Y �e § :t ✓. -M r v. ,? .:r wti .K. . ,.k ) _r ..^ .. ... r. „`.«.'_^v. & ., .> x. L. -N vi. , ... Y... Y^.. _a.Y... "5..,.,. .. ^}X.... i-' 4?-_. ,_ %. ?. „A.r K ... 'Sv,. .»: ,.,. 'i _ r _a- , . c,. -... ,. } .s �. , a `,,. +:.. ,.. Z ,i �. ..s v^c . .t ... , J3, ,^, ,.:... . ,.. 'fi:�_����k -s 13 .s .W? .v. , x > . { I..,. zi C t"a . .-i .nk f .'F' e',.. .re Hx ...a .}. , ea. r_ x e, r a�� .. r. , ( v r v' a.n rus . w.. ,.rt,.. ./ e ?.. . 5- c.. b , r , , ... 'z. ,. n. . !. . ...P .\ , !' Y .. i ..,. ..,u ,.. .._s i t ki a'S vY n .. .x a ^.>. rv. .. r..... SS... .Q.res_ \ � _ .w l"5. "io-'- '? 4,n. ,. r _....... s, .., .. ,-.., .., . S ... .. ... ..... , ai .. <..F », ,. Y,... <._.. ._.. ._..., # .4 ,..r .. ..i.1. t. 3 .r. ,.,:'. k+.a... 4 h.. v l 'cv X'. rt v. -. $ ltz i"' .r .., .......n =v, } ,.c. ,r F�Y�,-, �`�ra✓ u.. S..+h.. `. es v r. �' .3:. ai 'ry Kfl 5-r s. � U. ._, Y:z�o„-w,. _'v F . aw. va 'v -ss.. -,. rr,....- Y t. r,... » .#. ♦_ rt rF+: Oo. '+r. \ ,vx s s. ..C., , 4 .. r � :e . .. ... ,. ..:. led CB ,.x, .-.. , v . 'x'" :r.. ' .-...., ..x ,. . ... n. -!•..--. }�, ... � ./.,.. ,... .._ _ .,. 3k x. �{ '�" _.r .-.. J" ,"isi'. , . ��� . '*v.. ijjt SY"+i, r k d✓... fL 4 • ... Yp,.. #i.. n e Ys:. ,.?a. . ,. L r ., ?c "\ v C. `v A5 � .. 1 Si[ n*.. 3" wi". •v nA^S 1 .r 5 +n 4 x. fi A,. a e [i(+�' \ S`"#2 ... 0 Y'Tt ., .> P ...... } . .. -.. v:, r ,,. s... ,x A. ,, n xs..c YSik: Cx- u' u+x' 5, ..r• _ vY b �`. `� X .. � snv s`ro , a'` .,+�k3, .5 _5... -:,, >., .....',`' .S,T'.,'s..,..,,>.£•r' t . ,#ay.. ,-, , ..ikn, :',.... w;. ._'i.....,,,,_ �.. rc.. .. „.....2:...'zTiv a.._'.a,. \ ?x ,S .G .. in„ . rL... a.. St .< .... . h t. „J$ z aA. a`� a$ r t. , `�. <\ z^wv'.,, _.f, cn,. <YY, .. 3'<, •.a x Y,. �``x°,_�Y, a�u�.. P... F� rr.<.. ... -:. 'f ev 'n"mm ..vn\ eA.-,. .,`r3 ..�z -5c� Y i ^€.>,k-, -ii# , r i5 <Y v,(• a +.._ „w. .`3x.1.. _ . 'err-.. kn 'J .. ... , "s4 0 _ a zw,� .c.r�,T o...x.. ,,. ,v... . _ _ __ __ . v _ ,..._ f ,, ,. ., �:v vv ov. +u '?;, e .�= _. xr,... _ wt-e(w`f\ , nv ,_ ..£ f, .. . , �'s -F4 1. fY. 2. v u.3 2 q F' C a.. � .- . .... `: v zoiY. d=rc. a i ,�.3"''' 'v+. � x .c. �.. .f,. .k'�""..cc.. :f .-, Itt ._ r..,t. w __ _ _ _ • L .... r , .. 'i,. 1 `:-. ,,.-x ... I. _ .fi' a .,. Csr"S-... :. ... , t_ c o-. � rvs- '-. Xn r. .�_ . ..r. f. .,. r YI: .,,.-.s-.,�x. ..'Yk: It�'k `. S} ..Ea... Y . _ .i. .4. xur:nx.... ,... .$ .v r _ _ _ _-. - _ � .,r, .... .. ..<l .'.:.x... . 2 �' 4 1 *T" „�< .'✓l' � ✓.v2 ,. ... .: .:v. . . th I `. ... S"' , } } h ? �fz- 1 \ X R } S ^'V.,... k^„S. 4:,�v '1+., 2 v...r. I Y ,k.,u..M ,,,n,.m._.c._ __ __ __ __ vsv e....., . . � . r.Y,-.-.r, tC ,, `x,. %" t.. -:�. ..s... ».:..:. 1. , . t ...: , ax :r`. L ,.f. .Y,:.` `Y .x,.+. ,. , . ... 3.�., Y1. t.*-v...:r1 �'}. .+. r. ...? z2 .xu c ...... .f, t .r. .. .. { . . , ... a..y,w..vr , 1 , i k. Y .to- ...., Y �...., ,\.. .�, ..... . ..3,.. xA. ,'4 L,.. ' 3 . � T +",:. t � s x tr s r m x t<._ --L s } .r' ✓-. m= # m I x, i r s t#a ->t- s ra �; r s, u .Y - �.;. c r e ,-a s - Y L "t 1v- ,.} � Pt t :s," 3%v r .#`, N s s« 'v�#+' f fi f .:&,..- wx `xmi 3 h u -✓ a /4` Y."x' "Lu. 5 'i �° `f Y° s`a t- ^ir:. t 4' `£.f t � m `'S -�+ '"f ?, 3r' Il 'c"+"»x 2: 'w S 3 h'h- C x4 �&'? - Sc` ' s 3' +. 'r* I i. ^" v^ >t 4+ 3 s � � tY r# {' ' �' i^k # 'v ,+. :�^ 3 #t. � +. , er k �e Y ark r "} *'ln v 1 T },, vi r~•' f *: 5 F,L� � d C C :r � 2 r`+'§W P `t t. / nx t is # v. k*'^ a,:. {-, ': I >� ff -'#' # "*'ry .. 'Y -i SxL, ,^ a's � '. t as $ +h hY'Yv} ., .k. . t,.. ?H C' •v }£ } S ,v � i vs ';,i +,Ax` tt # 9i,' tx � 4 f �„ tt✓ .tit .'w ti^ 3 . S'4 6 t '"'i.J+ ,_ ,:.v s 4 Y t^ �+5 , , � t '. Y. . .. , m. 4 6 .i t! 9 : .n. _,. ,-: r., d 1r .....<.. w ,h .: x... , . . . . ,. , . s,. a �- 9 _.. .-%. -. __. ... ^r .1 .? 4. .;a-+�.. ✓;. .,ahs r.. .:#k v a -x,1 ,. r c.: R .: Y \ A.k , .4 u v v V.' :;,k ,..... , da r v.< ,. s. ,.. .m ',: . 9 n. x ... ,. . a s . ,. .,.... ,.. 4 u` a s >. ;x. k Y,a . ,.x.. •: xr. .r..k .. ..:.. c ,... ... ., '7. k 'Y. ^e> r k . ^. _ . r_. :' ,. . , t _, ,;'. F, ,^r^ s t ro.. +, . £ rr^ I ...,.._. ,,.. 'F,. ,.. r.+ ,£. ,. reux. X. ,. �, ..r. j. yr i>v ..e .M.. .. „.. ....... SI' ✓ *.. o.,. :. w. tz. x. .. }s, �'£ is ..... �. ':.. ... � rl:. ... .. ,»: <. £ r . rk. , x ,a.. .. s . ,Y' r,. l _ R .... .. .v 5 x ?. S.. rv}�i,.. . ,.. & ✓' kk. .d M1 _ r3 T a u Y '3. n. r. ":, yr <' r ,v Y N. ^, . $ uF . ... .. .. ,r.. :....-, ,� :'L: <, /. -_ ...,.. t a:. . ... .,. .ht v .v ....; t,.w :... o_ . 'fa. _k. ... ..<,.. s ,.,..�.. r .. .. ^.. , xw ... >. > r. ,.....' a . T'. X': t" - ,.. �. ., .. ,. Y Y'.. k. w..... v Y' '..( , _.u^ N LAN DRIVE r Y... Sr:.n -,.. r..... .,. .a.. Y '-; ... .. .. tia. } , r.:. r' .T \ is 5".n. ✓ 4. _ $ . v„.. ,. "Yc .., r ✓( .,... ._. ..Y. '.....-C.. ,S. ,,. , i i 'v. i _ ,_ 4 x .. ...,.. .. .r ., , , F.... L 5 .. f ..{ , ,.. u, .. .. .'£._. Y. _a _4 .. .F .. ..... r,. {". ^:. r 'f. 1... r r,. 'h ._\.s "•"," „ rk s , ., .:}d_ sv ., x ',r .4. v ? N?,. ,. b k. ... .. :Nz '-.x rr# v_ M1v:. ., `mF .a. t_ \ b'h't... r.. ,,_kv: :*. 'Y.. » .... P'k, /.. Y t.. ... _ ,..,, XF ;h3' ar.> f" . .F. '>z,.. .., nh > 3.. .:.c t. . .,..:o,.. h i' ... ,.. K.:.Y � r....^'.,. )✓ u :.:.Zs . :S. t. ,.., rx:, :: i, 4.. 4. k ,. ¢. _. i.. a?. Y r 45 .. _.., . , :..: , .. , r. rl . _ _ ',.... i ,..�s* , t.. . , s.. 4 ..... r . r ,... / c .a :'•-: '.v?. .v v k : J. i .0 .. .Y i U '%'- "4 .,.... -r' .. i. .... } .. 'n �... r, i a.. .o t, } c: _ s , v s,a :..«_. v ..,. ., , /. .e s,. �, 9...;:.,. „...„ , l ' ., ,. ":3�. _ . S. 4 , <. z ry. - P .. .. �< S.. : §/. .., ,. ,.,. '2' ,..X , .. .... ... , .. ... ,.._ .. ,.. ..} r { ..r.Ys-.::. .:rc' r:Y, :,.': ... v , F ,. >`r,.. "r. L. ry < C., x` v .. >. e..*i..., 4n. x.v< W .. ..Yc . V- i ac Y Y vx.. .vc '✓ t%lr, ,..a.J.... r '- } $ .'}- ,. JY ^`.€zkl 5'. 3' w.. .. rvt'... .. G'"S i.. '`. x. .,.. v,..s. Nkv.vk".'¢. ¢.. y1, i'. �. h n .'Y. .v < E"".< ,.t ... x w , 2:.,...1. 5" y� f ni .n ✓. .:;-. .0 - r.. ,.<. .. «. ,. , <Y <. ti:-. 'k , -r i 4< r . ,«v ,., a 3.. T'.r. ...,`"s `i. <t w;' e Yr, 4 ... ,../+A :>h , s v...- K. r 1. x e. :., ,.. .,,..,. 3. u_:, _ , v`:LL. ,, .. d'...'. =:t6 i'. .... £s3 h .f. ,..,. >.n. . -. . "*i t. {`. ,. :o ,. Z.,i 4 4 .a.. Y S✓T { ,, ,.. 5... ., ., ... .. . x ,- z`,. `�',,..�., ✓. 3 'Z", T v .. V.. =u F..._ i. c- .. 4. . .: ... ... a',... 4 rr ») ;T 'i f �.. f ,r ' r ?. t Y #^k ,. ., ^f :-. x. v, .. 'v.} '«.t p v£K rw ..i c_.. .F s. . _, r s v. L '�. .... sY . _ , M ✓. / .-.. 4 ,. J� 'z++ L } Yf45v.2 I *�i a r , i .. .... ... , •_. • a.. ... . .. k. I ri < ' ry S t£ �. w.. ,.- d' \ 1 # 1 ^v I a 1# § -.rh M # z z � n 5 f 2.. 1 i i• . .,., ,.... k WS'x. .F: x.,. , J"` . ,. ,. .. .:'s. .w.. ••••_. ... .. ... ...... __ _ _ __ _ _ __ - ••• •••, n� \ }t, c y-' I \T _ �����-----� I ------_--.�-_�.-.�_ 1959-�_ \ \ \ I ` -�_ 6: � _ I _ 190 \t -At t1 vvv-`__-�._�_-�c��19� l �/ K �•� yi..,; X � AI�P`-3 A d' \\f• (�a3 YYi \'�.x 4• " L :,r'^r` ^rye t Lv i I a» Ir�s^.� .}s I ^. `$iI % k S %?/J efi I C.. ,. .. v,. _ ,.. .v . .'...a.iv. ..,. .,A ,, .. , .., . : . ,. ,, , ?c+.. ._ .. ,..a . FD <vh.. < . ,`3 c. .<, .. . ... , <?. ,.. . . ... ... s . v. .. .....», va. U .u. ..... Y ,: v.Z v _.d. _n v. ,. :,. ..',. .,. 4Y �t e ..S ,.. F ,. .. Y ..A .. ... Yi. w. v .. -p .he. 'v - i a. ..# ..H' ,v .. ?� n :..... < _ .'fiv.. . , acv x. _ w.> .r / a. ,... .,..... ist 4 R ..�.. f:. �. av" ..F i �.. . �. ... .<. ft..,.. x~ 3 .F',. T w, F"... Z t ,. t., v. .,- ,..A.. a*r .xx.Y-,. .{ } �h_,., .t. ": / ..< .: .0 ✓f 7 , .e..n _v. .Y -,%'.,. .. , .._ .. ,.e .... r , ...:.. .. .. ... .. .. ,4x": r r a... .......c. .e. i' . F.. .. .. C' -.A. 4. .. }" `.?i .. §x"I. ... ,s ., w ., v _. z .e x{ r.. �'. 1 -* ... ,.... :. M1,. .. ./... v. _.,.41<. ,...., ,. #rt h. __ ..5 _ .. ... ..., .. „i Y, .. h,. ,''iv. ,... . _.. ..., ... v . ,. ., ....._.., .. ., .. x) rt. ..,... .n U..,u.. .,.5.:.. ,- r_.n , o, l .. . <. , r'cL '"x. ,.. , r. ,.... .,... ,. ... /.. ,.. .,. _..x v V' .,. >. .. ,_._ _.,. ,/, , s . ........ ..... ....e... L _.. a,,. ._. ,xa_x, .:a. , v,:. ,7, ...u.,, n , _.. a _... .. r. ,.. ., r. < ,.. ... _<. T> . .,a . .... .. r _.... ....... .... .Y.,...w :..•xa .. . .. rsa # ti' ._ ti.- . . ,.. ... J v . : ,...r. f.. t.... _.. k .. Y .... r. ..l L . .,... ,. t.. r<. / 1 x. . .. c .._ z' i.. i ., _. rx, .. =N }, at4. , :� { . .✓`: .z .), a ia_ S "., !.� _ "}3. -ll k'cs "� .. k.. % ... ,.... "S ., 1t. .. .v , -, i ? �. =.J_.,,,; , r. v.,,.. . s,...k., /... .... ,_ ,< . ':I .? ' ,. .. .. e \Y�' . v ✓.r ., x.. ..v ,,.,,., ,_ . >.. rz -' "-'• v ... .. rv., ! � .a. .:--. {.r. 1 ,t .. S 1 Y� xt.tV9{ - ... ! r J` � .a.. v. r v i _:'. .,. e ✓* ..'.. n St r c t X �. t.vv t %%v.*. wvvv \V a A\ vvv A vv.. 1 �_ii i t / jri_ -__..�_ / $rl II>tr'vxd d( Z FOR CONTINUATION NOTE SEE SHEET 4 0 cc I) o SIDEWALK TO BE CONSTRUCTED BY OTHERS AT LATER DATE. FINISH GRADING TO BE COMPLETED TO ACCOMMODATE FUTURE SIDEWALK w ( z z 0 0 I- F- (I)_ I (§ U) z NALAN DRIVE 103+50 196C 104+00 104+50 105+00 105+50 SCALE: 1" = 50'-0' 106+00 r= NORTH 106+50 107+00 107+50 108+00 108+50 1965 to h P 1966 1964 to R_ 41 y 1965 1963 0 0 1964 1 0 oi to ]"0 + 8 <15 1963 • U U' ,- (F y b Del 1- 0 II 962 196 1 COit. W .y } 1961 .1 19 ..,�.._9...4.. _ --.- _..-'. _. _ ... T..�..-,. _ •I .-' •y 960 -1-:-!--.., V-. Co 1�9FeL:STI�EET .1 f9 .� 959 .`._ . 19 : �.� ,.� --„..._ 1958 1957 "' o W. 49 CC g - EXISTING C.L; ,, -:.. GRA • ,� "v �, ...r ....moi .�ti4 -r- 957 19 • 195 0 t5~ ` _., y �_r, 956 19 1-0r 2 n Ahgnmeili:4:1 iia (I)PROFILE 955 W� uo)U) W0) 0 co If? ��) 0) r co ( co �� 0) 0) r r � NO N� 0) 0) r r O CO 0) 0) r r Nn 0)(D pmp (� N� 0) 0) r r V'u? colt) 0) 0) r r 10 Oy Oc0 �� 0) 0) r Nn Or Lo 0) 0) r Nr rO LO IC 0) 0) r - r O (�pp CO btf 0) 0) r r OO O0 N� 0) co r r COO V' �b 0) 0)0) r r OO U? NrC Nb 0 r r OW Iia- IAN 0) 0 r r t-.. 1.--: NN W 0) r r '7 NO CI (LO-(cp0 tnN O) 0) r r Opp 10 Ito 0) 0) r r 001954 cp ((pd tnl) 0) 0) r r t0 0) r 103+50 103+75 104+00 104+25 104+50 104+75 105+00 105+25 105+50 105+75 106+00 106+25 106+50 106+75 107+00 107+25 107+50 107+75 108+00 108+25 108+50 FOR CONTINUATION SEE SHEET 6 I, Steven W. Wolford, am the Coordinating Professional on the Westhrook Village project. Th $ bar Is one Inch long on original drawing. mi if not one inch on this~ sheet, accordingly ®COPYRIGHT This document and the information contained may not be reproduced or excerpted from Without the express written permission of W Design Associates. Unauthorized copying or disclosure of conswction use are prohthited by the copyright law. W C� Q 0 0 m H w 11th ADDITION STREET PROJECT Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 0 O N O C CHECKED: REVISIONS 5 DATE: MARCH, 2011 STA 106+25.50 TO STA 108+93.50 BUILD 374.32 S.Y. INTERSECTION PER DETAIL ON SHEET 6 FOR CONTINUATION SEE SHEET 5 108+00 1966 1965 1064 1963 1962 1961 1960 195 19 195 19 --------- tAggrAgigx FOR CONTINUATION SEE SHEET 4 " EQUAL STATIONS STA 411 + 35.00 STA 108 + 59.50 SAW CUT TYPICAL TRANSVERSE JOINTS AT 8' CENTERS STA 108+93.50 TO STA 110+09.27 BUILD 115.77 L.F. OF STREET, CURB AND GUTTER PER DETAILS ON SHEET 8 tzsig IIINISSOSOSTalati •/ • / • -./._ -- / ----- / / z / / / / / /z EltalaStear,AOSSMIS,SNOW ---,4_ - , , , / / / / / ai,:eFes6 qa,,,taslaw."4 .••••••••• STA 110+09.27 CONSTRUCT ONE 1' MINIMUM LONG BY 28' WIDE DISPOSABLE CONCRETE HEADER 111181,ilitaittait ----/ /- __05r- StittelletalasonswastomemegoamestanSakk ----------------------- MATCHLINE FOR CONTINUATION SEE SHEET 4 z Qi 0 w Co Lu g. 108+50 - - -.4 - 7". NOTE SIDEWALK TO BE CONSTRUCTED BY OTHERS AT A LATER DATE. FINISH GRADING TO BE COMPLETED TO ACCOMMODATE FUTURE SIDEWALK NALAN DRIVE SCALE: 1" = 50'-0' 109+00 109+50 NORTH 110+00 Oa 0 CO 0 0z w 110+25 -I0 - 0 ,41 OCr O. U. cif z cx ft ci c:0 0 0 0• ••••- 0 aD co 0 "rt Ui 4- H 40 4- .03 UI UI 1966 1965 1964 1963 1962 1961 1960 959 1958 1957 956 955 954 9 0 0 0 0 0 0 0 (.9 +NT 19 OX 3.<1 115 Moment 1 pa (1) PROF IL (Ott) T- 9 (ci u") 0)0) r 108+00 o 9 9 (0 (0 to") 0) CJi r r 108+25 co ($;.' CO It) 0) r 0 co It) 0) r 108+50 108+75 U) co 0) 109+00 U) I- 0) to U) 0) to r-: kx) (.6 In 0) N: 109+25 109+50 109+75 CO tqN co 110+00 110+25 • ••• • • • ---------- N. -------- • -- 41:IL tc, ,....,, Mg 1.,.< '1St aettiirtoree& mk.-4 afa, 4W-Intr xt, BEGIN CENTER LINE SIDE SLOPE TRANSITION FROM 2% TO 1% SJ Izziiit: 4.1 ::::i En9 i i. ti56 lac:. :0 it5 4 i;,,‘\:1 biti : ivr::::::: :v,:to 0 acmk wst $41 140a,,,,,,reetetill‘"1111,51:tletyll41„1- - 4-4-tfleSSIDEWAL t.d.14:12-xsall.„1::::444"e fr4 W'41:::::__:!:::::, gx:;>114::1, lit go ow4Or v,.. 70.71477:410:;;;":44,, ,,,,titspeast ' ‘4141/4411,1141,r It - -:..0.,, ,4,` ',.?..•r,..,,, to',''': „,„st., ri•ty -r. 1,,,,11956i,29‘ 4-4-Ankr‘ 4:.,4.-4 ty ;A:A! 471,n aka, 4.0tip,Axt Weiteeta-Aiva, >;/-; *•--3 411+00 estatestral:::: „onto SIDE LIS _.14:117 atifr 111 eatacWarier ANS -4 s /74:51 AlfiremP40 pres.p,196 esa,- r4fitti alba 410 LANDRIVEw4 t-traeis, 'Mr 1956.58 r SeirWletre C'. A MeN, MitiW,1-‘'Ve.‘Mr.V4,„, r , V 442tak SIDEWALK tteS -4s-efr/e --------------,./ -------------- z / / /// / z / / / 1956.89 ItI ‘4171I.541 , bl, 1 SIDEWALK iesrientar nrsci4i ” -------------------------- -- ----- -------------------------- 10 / n 1 - ------- END CENTER LINE SIDE SLOPE TRANSITION FROM 2% TO 1% INTERSECTION-NALAN AND 14TH SCALE: 1" = 10'4 NORTH I. Steven W. Wolfed, am the Coordinating Professional on the Westbrook Village prcfect Th $ bar is one Inch tong on odginaldrawing. Ineenewiesmiensesoweimil if not one inch on this sheet. adjust soaks accon:fingty @COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthonzed copying or disclosure of construction use as prohibited by the copyright law. (DoF- WW F., W > Woe w 0 z vi 0 0 cc Z z 0 CO F- w w W CD rEcts Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 4.F1' 0 (7.1 REVISIONS 6 DATE: MARCH, 2011 y i 4" CONCRETE SIDEWALK #4 BARS @18" C/C E.W. GALV. STEEL DECK CONFORM 1.0C20 GALV. 4"X3"X1/2" ANGLE B -B a -a a TRANSITION CURB FORMED CONCRETE DRAIN e a 4 G 4 d 4. io e 1% SLOPE SIDEWALK DRAIN SECTION \\ \ \ •\ •\ SCALE: 1" = 31-0' DD -1 \ • • FUTURE 4" SIDEWALK #4 REBAR @ 18" C/C EACH WAY C -C -S el •i o FUTURE 4" SIDEWALK #4 REBAR @ 18" C/C EACH WAY I-1 41-1.n n��rinn rian 1-1 n 1—f"11'l 1 2% SLOPE 2% SLOPE • SIDEWALK DRAIN SECTION `• • • •\\• • • • • • • • •• / SCALE: 1" = 3'-0' / / / N ••• / / / / / / / / / / / 0 cm A =90°00'00" R=100.00' L=157.0796 LC=141.4214' LCB=N 45°00'00'W 1 / / / / / // ' i / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / - ------- ---------------- DD -1 • • • • • • • / / / / / / / / / / / i i i • • •-• • • • • / i i i I i / 1c61/4' / / / // /SS / // /I/ / I' / / // / / / / i ;• a/ •Ii i I //I /•/ \%• /• •/ % • i \. / •i / / / / / / / / / • • • —r-`-- / 1 — e / / / / / / / / / / / / / -------------------------- MEANDOR CIRCLE DRAIN AT 13TH STREET SCALE: 1" = 10'-0' NORTH NOTE OUTLET STRUCTURE INCLUDES RADIUS AND CURB TRANSITIONS, SIDEWALK CROSSING DECK AND 4'x4'x5" TRANSITION SIDEWALKS ON EACH SIDE. A -A m�l 4"x4"x5" TRANSITION+ CONCRETE SIDEWALK, TIE WITH #4 REBARS CUT CONTROL JOINTS AT 6'-0" C/C AND SEAL WITH POLYURETHANE SELF LEVELING SEALAN, SUCH AS VULKEM 45SSL. S 2% SLOPE 2% SLOPE #4 BARS @18" C/C E.W. GALV. STEEL DECK CONFORM 1.0C20 GALV. 4"X3"X1/2" ANGLE 4"X3"X1/2" ANGLE S SIDEWALK DRAIN SECTION SCALE: 1" = 3'-0' • • • • • • .` N • • • • • • • • \ •• • • • •\ •• • •\ \ \ • \\to P • • • \' \ \��.\ �• • • \ • N•• • \ ‘• \• ` \ �. • • \\ \ \• • \•\ \• \` • i ` \ �N \ \• • \\ \••• \ \ • C / DD -1 TYPICAL DRAIN OUTLET PLAN \ SCALE: 1" = 3'-0' • • • • • • • • • • • \ \ \ \ •\ \ •\ •• • • •\ \ •\ \\ - R \` • R • • • • • • • • • —/958---�`— • \ \ \ \ \ • M Q • \` \ • • • �IIIIIIIIIIIIillllll! —i------ • --- —O a\_ \ \ 1 • • • 1 i \ \ \ - \ \< • • • • SIDEWALK \ EWALK • • • • • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MEANDOR CIRCLE DRAIN AT 14TH STREET NORTH Steven W. Wolford. an the COO(Clinathg Professional on the Westbrook Village project. Th s bar is one inch long on original drawing. issounmopmel If not one inch on this sheet, adjust scales accordingly OCOPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by the copyright taw. nes1 ct 0 cc) ").:t Ili CI gr - co Consulting Engineers and Architects McCook, Nebraska 69001 Hastings, Nebraska 68901 TT a) REVISIONS 1. DRAINS 4/22/11 7 DATE: MARCH, 2011 2 w w a 0 a 60'-0" R.O.W. 12'-0" 28'-0" B.C. 12'-0" 4" SIDEWALK 1" SLOPE \\\\\\\\\\\\\\\/\/\/\/\/\\\\ TYPE "47B" CONCRETE 5% SLOPE /\/\/\// TYPE "H" JOINT 2% TYPE "G" JOINT TYPE "H" JOINT 5% SLOPE 1" SLOPE 2% a i \ \ \ \ \ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\/\\\/\\\/\\\/\\\/\\\\\\\\\\\\\\\\\\\\\\ • //< Ser*reMe.SWI y'y`NA \////////////////////////////////\ •(0Winerel' OO O� 7V�'O.v..), �C�' Ove c0 d,.4\,\\,..\\,\\ \ \,••\\,..\\,N\,\ \\,\,..\\ \,\\,\\,,\ \\ \,\,\\,,\ \,..\�..\,,\�,\�.\\,\\,�\�\\,\\, INTEGRAL CURB DETAIL SCALE: 3/4" =1'-0" FORMED GROOVE iD v M POURED SEAL NON -EXTRUDING PREMOLDED 1" COMPRESSIBLE M TERIAL F- 3/4"0 18" SMOOTH STEEL NEW CONCRETE DOWEL @ 12" C/C PAINT PAVEMENT & OIL ONE END OF DOWEL TYPE "D" DOWELED EXPANSION JOINT SCALE: 3/4" = 1'-0" POURED JOINT SAWED OR FORMED GROOVE. BACKER ROD #4 DEFORMED TIEBAR 30" LONG @ 30" C/C FORMED KEYWAY TYPE "G" HINGED SCALE: 3/4" =1'-0" TYPICAL PAVING SECTION SCALE: 1/2" =1'-0" TYPE "47B" CONCRETE `n iD 30" INTERSECTION CURB DETAIL SCALE: 3/4" =1'-0" POURED SEAL s:y SAWED OR FORMED GROOVE, SEE DETAIL •A • "41 TYPE "H" DUMMY SCALE: 3/4" =1'-0" NEW 6" PAVEMENT 3M" x 18" SMOOTH DOWEL @ 12" CTRS DRILLED INTO EXISTING PAVEMENT .04 EXISTING PAVEMENT COMPACTED SUBGRADE TYPE "F" DOWELED CONSTRUCTION JOINT SCALE: 3/4" =1'-0" 6" THICK 476 PAVEMENT GRADING NOTES: 1. STRIP ALL AREAS OF VEGETAION THAT ARE TO BE PAVED OR HAVE FILL PLACED ON THEM. STOCK PILE STRIPPINGS FOR TOP DRESSING AS A FINAL FILL. 2. 3. 4. ALL SUBGRADE FOR LOTS SHALL BE COMPACTED TO 90% OF STANDARD PROCTOR. ALL SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. INCLUDED WITH THE GRADING SHALL BE BACKFILLING ALL CURBS AND WALKS AFTER COMPLETION AND FILLING OF LOTS AS SHOWN ON THE GRADING PLAN (SHEET 1). 5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES PRIOR TO BEGINNING WORK. 6. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL PROPERTY PINS AND PAY FOR ANY DAMAGED OR DESTROYED PINS. CONCRETE NOTES 1. ALL CONCRETE FOR STREET SHALL BE 476-4000 CONCRETE PER SPECIFICATIONS.. 2. ALL CONCRETE FOR SIDEWALKS SHALL BE 3000 PSI SAND AND GRAVEL MIX WITH FIBERMESH PER SEE SPECIFICATIONS. 3. USE LIGHT BROOM OR BURLAP FINISH PER CITY REQUIREMENTS. 4. ALL SUBGRADE UNDER CONCRETE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AT ±2% FROM OPTIMUM MOISTURE. 5. JOINT SEALER SHALL BE HOT POURED JOINT SEALER IN ACCORDANCE WITH ASTM D3405. 6. TYPICAL TRANSVERSE JOINTS SHALL BE SPACED AT 8 FT. CTRS. ADJUST TRANSVERSE JOINTS AT INTERSECTIONS AS SHOWN ON DETAILS. LENGTH DIVIDED BY WIDTH CAN BE NO MORE THAN 1.25 PER A.C.I. JOINTS: 1. USE TYPE 'G' FOR ADJACENT PAVING LANES. 2. USE TYPE 'F' FOR ALL JOINTS TO EXISTING PAVING. 3. PROVIDE TYPE 'F' (WTH BARS SET IN PAVEMENT) WHERE EVER PAVING IS TO BE CONTINUED IN THE FUTURE. PROVIDE REMOVABLE HEADER OF AT LEAST 1' IN LENGTH AND EQUAL IN DEPTH TO THE CONCRETE. 4. USE TYPE 'H' FOR ALL OTHER JOINTS. 5. ALL JOINTS TO HAVE HOT APPLIED SEALANT PER SPECS. SIDEWALK NOTES: 1. SIDEWALK CURB RAMPS SHALL CONFORM TO THE STATE OF NEBRASKA SPECIAL PLAN C, TYPE I UNLESS NOTED OR APPROVED OTHERWISE. A COPY OF SPECIAL PLAN C IS AVAILABLE FROM THE CITY OR THE ENGINEER UPON REQUEST. 2. ALL INTERSECTIONS SHALL HAVE HANDICAP ACCESSIBLE SIDEWALK CURB RAMPS PER SPECIAL PLAN C. PROPERTY LINE I. Steven W. Wolford, am the Coordinating Professional on the Westbrook Village project. Th s bar is one inch long on original drawing. if not one inch on this sheet, adjust scales accordingly @COPYRIGHT This document and the information contained may not be reproduced or excerpted from without the express written permission of W Design Associates. Unauthorized copying or disclosure of construction use are prohibited by the copyright law. I— U W 0 o J W g W m O Z Cn ' ^ O v ' o z F. L O Z TQT W Q ..I.. W Q w ZQ F5 0 w0 0 CO COQ U N 0 Q Consulting Engin 4) Z 0 0 0 U 2 Hastings, Nebraska 68901 921-10 SHEET 8 0 w U w T U REVISIONS 8 DATE: MARCH, 2011 Roadway Design Division C ' InL Cu' 0 N � 0nOW O O N ** THE FIRST ROLL OF BLANKET SHALL BE LAID DOWN THE CENTER OF THE DITCH SEE NOTE 2 10' € ROADWAY DITCH INSTALLATION MI 1" MIN. 13 GA. MIN. ROUND 1 HEAD WIRE STAPLE - 'D TIE—IN TO EXISTING VEGETATION STAGGERED EVERY 1'-0" ALONG BLANKET EDGE OR STAPLE EVERY 1'-0" ALONG BLANKET EDGE ANCHOR FOLD NON—VEGETATED CONDITIONS III TAMP SOIL I—I1 FIRMLY III—III—I I I — —1 1— I I I I—I I—I I E- I I I—I I I—I I I—I . El II III=III=;II1ea11 —III—I I El =11E1 I I-1 6„ TYPICAL CROSS—SECTION 13 GA. MIN. WIRE STAPLE — STAPLE DETAIL SURFACED SHOULDER TIE—IN DETAIL STAPLE EVERY 1'-0" ALONG BLANKET EDGE SURFACED SHOULDER l" MIN. 11` SHOULDER INSTALLATION FORESLOPE AND BACKSLOPE INSTALLATION 1'-0" D.C.,4 )`- (TYP ) ••..ti• • STAGGER SPLICE JOINTS INSTALL SOIL RETENTION BLANKET 4"-6" FROM SURFACED SHOULDER OR ROADWAY 1'-O" O.C. L (TYP.) t 6" 0.C. (TYP.) t TIE-IN TO EXISTING VEGETATION • 5' 5' 5' • 5' 5' 5' • • • • • 5' • • • • • • •• 5' • • • • 5' 5' • •• • •• • ss• • 5' • •• ss• •• 5' • • • N R'a't\, -ss -\-.-.-•-. \ 1 s•.• 5'.5'.5' 5' 5' 5' 1 5'• • 1 • 4 • • .; • 5' ^• 4 •• • 4 • • C ti • . "; • 5' 5'••'4• 5' 5'.• 5' 5' 5' 5' 5••••••••••••• .•...,.••5'...i•••.•.,...t'•.•• 5' 5' 6'-6" STRIP STAPLE DETAIL STAGGER STAPLES 4" O.C. AS SHOWN ON STAPLE DETAIL FOR EDGES ADJOINING AREAS TO BE SEEDED -•— 4" CENTERS (TYP.) STAPLE EVERY 1'-0" ALONG BLANKET EDGE DITCH ANCHOR FOLD 0000000000000000000000 000000000000000000000 SPLICE JOINT 2" (TYP.) SLOPE AT DITCH INTERSECTION STAPLE CHECK SLOT (AT 25' INTERVALS) 1 STAPLE EVERY 3'-0" C (TYP.) 6'-6" STRIP (TYP.) r. is • N • 4• • ` • • is • 5' •••. • • • • . S. 5' 5' • • • • • 4 • 4 5' • • • 5' • 5' 5' • 5' 5' • • • • • 5' 5' 5' 5' • • • • • • . • • • 5' 1'-0" O.C., j 1_ (TYP.) 3'-0"+ O.C. (TYP.) CHECK SLOT NOT SHOWN STAGGER STAPLES 4" O.C. AS SHOWN ON STAPLE DETAIL NON- VEGETA TED ANCHOR (FOLD NOT WIRE STAPLES 1'-0" O.C. (TYP.) - 6"O.C. T (TYP.) PLAN VIEW STAPLING DIAGRAM NOTE: FOR 8"-10", 13 GAGE STAPLES DITCH BOTTOM THE FIRST ROLL OF BLANKET SHALL BE \ LAID DOWN THE CENTER OF THE DITCH STAPLE EVERY 1'-0" ALONG BLANKET EDGE TERMINUS TYPICAL SOIL RETENTION BLANKET INSTALLATION NOTES: 1. THIS PLAN IS APPLICABLE FOR THE FOLLOWING: EROSION CONTROL, TYPE "HV", "A", "AA", "AAA" OR CLASS 1B, 1C, 1D, 1E, 1F, 2A, 28, & 2C. 2. SOIL RETENTION BLANKET SHALL BE LAID A MINIMUM OF 2'-6" UP THE BACKSLOPE AND FORESLOPE. 3. CHECK SLOTS ARE PLACED PERPENDICULAR TO DITCH CENTER LINE ON 25'-0" CENTERS. 4. THE MANUFACTURERS' RECOMMENDED STAPLING PATTERN SHALL GOVERN OVER THE PLANS. 5. WHEN USED IN CONJUNCTION WITH EROSION CHECKS, REMOVE 7'-6" OF PAY LENGTH OF EROSION CONTROL FOR EACH EROSION CHECK. STAGGERED EVERY 1'-0" ALONG BLANKET EDGE R5 OCT.07 R4 DEC.06 R3 FEB. 0I REV. NO. DATE EROSION. CONTROL AT SPLASH BASIN UPDATE INSTALLATION METHOD CHANGE STAPLE DIMENSIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 50I -R5 EROSION CONTROL ORIGINAL: NOVEMBER 14, 1973 DATE Roadway Design Division C v o oN) w 3 OO= •- FORESL OPE DITCH 2" x 2" x 36"+ HAY OR STRAW aAC WOOD STAKES BALES ritaim.st I i i 1 1 I I\ ...IS& E 11 U J B a u11 II II II II II U U U U U U nutsaintalsr p % SECTION B -B EROSION CHECKS (ALL TYPES) DI ITCH 3" LAP SOIL RETENTION BLANKET * REMOVE 7'-6" OF PAY LENGTH OF EROSION CONTROL FOR EACH EROSION CHECK. C I ISIL T TRAP (WHEN REQ.) I I 2'-O" 6'-0" 2'-0" OR STRAW BALES 2'-0" A PLAN 1-0" SILT TRAP 6'-0" 2'-0" SECTION C -C C B x 2" x 3'+ WOOD STAKE 6'-0" DITCH WIDTH 6'-0" D 13 GA. MIN. ROUND HEAD WIRE STAPLE • a I r 2'-0" i walk EROSION CONTROL (IF APPLICABLEI SECTION D -D DITCH BOTTOM �-- E I STAGGER STAPLES I III I I 1 1 T STAPLES AT 18" CENTERS I PLAN E 6'-0" I I 1 D FABRIC SILT CHECKS 2'-0" 2'-0" i PROJECT NO. SHEET NO. C.N. " x 2" x 3'+ WOOD STAKE ADDITIONAL BALES MAY BE ADDED TO PREVENT EROSION AT ENDS OF CHECKS. HAY BALE STAKING DETAIL 7"-10" DIA. EROSION CONTROL (IF APPLICABLE) SECTION E -E * 7'-6" PAY LENGTH DITCH FLOW LINE SILT TRAP //\\\\\ 8" MIN. WHEN REQUIRED A SILT TRAP (ST) SHALL BE EXCA VA TED TO THE WIDTH OF THE DITCH AND NO DIRECT PAYMENT WILL BE MADE. 1" MIN. d 1" MIN. II� 13 GA. MIN. WIRE STAPLE to STAPLE DETAIL 1 1" MIN. ai l` ji 13 GA. MIN. WIRE STAPLE C) 0 HAY OR STRAW BALES 6'-0" MIN. SOIL RETENTION BLANKET WIRE STAPLES 1'-0" O.C. SECTION A -A 2" x 2" x 3'+ WOOD STAKE (THROUGH SOIL RETENTION BLANKET) EROSION CHECKS (ALL TYPES) AND FABRIC SILT CHECKS SHEET 1 OF 1 SPECIAL PLAN I O to I II Ill - [HAY I m oil . . . 0-1 0 — of ' 0— 1111:41/4—o- * REMOVE 7'-6" OF PAY LENGTH OF EROSION CONTROL FOR EACH EROSION CHECK. C I ISIL T TRAP (WHEN REQ.) I I 2'-O" 6'-0" 2'-0" OR STRAW BALES 2'-0" A PLAN 1-0" SILT TRAP 6'-0" 2'-0" SECTION C -C C B x 2" x 3'+ WOOD STAKE 6'-0" DITCH WIDTH 6'-0" D 13 GA. MIN. ROUND HEAD WIRE STAPLE • a I r 2'-0" i walk EROSION CONTROL (IF APPLICABLEI SECTION D -D DITCH BOTTOM �-- E I STAGGER STAPLES I III I I 1 1 T STAPLES AT 18" CENTERS I PLAN E 6'-0" I I 1 D FABRIC SILT CHECKS 2'-0" 2'-0" i PROJECT NO. SHEET NO. C.N. " x 2" x 3'+ WOOD STAKE ADDITIONAL BALES MAY BE ADDED TO PREVENT EROSION AT ENDS OF CHECKS. HAY BALE STAKING DETAIL 7"-10" DIA. EROSION CONTROL (IF APPLICABLE) SECTION E -E * 7'-6" PAY LENGTH DITCH FLOW LINE SILT TRAP //\\\\\ 8" MIN. WHEN REQUIRED A SILT TRAP (ST) SHALL BE EXCA VA TED TO THE WIDTH OF THE DITCH AND NO DIRECT PAYMENT WILL BE MADE. 1" MIN. d 1" MIN. II� 13 GA. MIN. WIRE STAPLE to STAPLE DETAIL 1 1" MIN. ai l` ji 13 GA. MIN. WIRE STAPLE C) 0 HAY OR STRAW BALES 6'-0" MIN. SOIL RETENTION BLANKET WIRE STAPLES 1'-0" O.C. SECTION A -A 2" x 2" x 3'+ WOOD STAKE (THROUGH SOIL RETENTION BLANKET) EROSION CHECKS (ALL TYPES) AND FABRIC SILT CHECKS SHEET 1 OF 1 SPECIAL PLAN