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®®®Professional Services, Mc. <br /> \ • Engineers 9 Surveyors # fanners <br /> \ \ { \ \ \ 'BUILDING RELATIONSHIPS WITHA <br /> \ <br /> \ <br /> \\ \ COMMITMENT TO CLIENT SATISFACTION <br /> ',, i -� I - - N �N \� N THROUGH TRUST,QUALITY AND EXPERIENCE" <br /> N \ <br /> , )9-_ <br /> • CIVIL ENGINEERING <br /> \ N. • SURVEYING & MAPPING <br /> \ V CONSTRUCT/ON SERVICES <br /> \ •_ • WATER RESOURCES <br /> • PLANNING & DEVELOPMENT <br /> • TRANSPORTATION ENGINEERING <br /> . <br /> E N N. \\ •\ \ • STRUCTURAL ENGINEERING <br /> \ _ I -, \ ` N V A • LANDSCAPE ARCHITECTURE <br /> \ <br /> \ MADISON REGIONAL OFFICE <br /> y \ N 161 HORIZON DRIVE, SUITE 101 <br /> VERONA, WISCONSIN 53593 <br /> V A v N N 608.848.5060 PHONE I 608.848.2255 FAX N <br /> i -- - A A A /'✓ �,w�..�"'_ �' MADISON I MILWAUKEE <br /> N <br /> 9 <br /> �J�"^ \� KENOSHA I APPLETON I WAUSAU <br /> 9„„ --�— f CONNECT TO EXISTING FIELD ACCESS \ Jy'_� \ -�>. <br /> \�-, \ 25' 8 OU TEET-P11',E CONSTRUCTION ENTRANCE al <br /> � - - - ` _ -_I V A W ■INV:872.00 � LOCATED AT FIELD ENTRANCE C200 WWW.JSdinc.COM c_ii 8 I -' - - _ �� -7 v A A E INV:870.00 - <br /> \ \ • 'Si" - -- SERVICES PROVIDED TO: <br /> • • >i \ •\ ♦ V A <br /> • <br /> • <br /> ALEXANDER <br /> 2797 LALOR ROAD <br /> � RANDY R <br /> • ' v O� <br /> Af �• ♦ • <br /> - ---- <br /> \ i 1 WI \ \ L �L MEDIUM RIPRAP •-- \ • <br /> • <br /> • <br /> �-877 �� \ ®U \ \� �_/ vg/A, 5 .LLLLE LL. �' <br /> / \ .--' L LLL L.LL 60\ <br /> v 1 .�."'� \ V A LLLL LL,LL a �. <br /> ��- • N / �LLLLL LLL L LL <br /> N. <br /> V '� BW.'880.52 E-- -:-)) <br /> 79�i \\ V A N <br /> \. $1 1 V A <br /> co o TW.•881.79 , Ar -� V v A `\ A `5b <br /> V • TW 881.60 . /IP 0, - ♦ V A A 8 • �on• - TURF ENFORCEMENT-MATTING\ ( ) <br /> V -� 880 ��1 � �\ \\ � V �I, PROJECT: <br /> RM N I) \ --„. <br /> X X� _��X $c.:7 y v v N HORSE ARENA N 0j�( FG:880.52 FG:881.00' .( V N. $� �v v v <br /> - ��� . ( .V \ � °' S-34 , STORMWATER SA IN© <br /> FG:SSZ.50 ������� C \x &7q �`� \ 61 A C200 <br /> 8.FG:881.93 �� o� RETAINING WALL J AA\ y 8. <br /> ���A \ , , V J A <"., PROJECT LOCATION: <br /> v I; I v �- TOWN OF DUNN <br /> FG:882.50 fl I FG:881.00N, FG:881.00 A� A <br /> N \, =� <br /> �, DANE COUNTY, WI <br /> N \ ' A \ SEAUSIGNATURE: <br /> N1-___ 1 \ S N \ �\ \ \ <br /> -� MEDIUM RIPRAP �, JSD PROJECT NO-: 15-6787 <br /> �� XFG:881.00 N \ - <br /> I <br /> N N I N .y <br /> a I <br /> ■ N l <br /> _ FG:882.50 I e- NP A \ \ \ �: \ <br /> V i A N • - L <br /> N <br /> U <br /> FG:883.40 - _ I PROPOSED HORSE ARENA v v v \FFE: 8 2.50 <br /> x x —x x \V x x x II_ Fes' 881.00 y ■ w <br /> N �� N <br /> { V A\., N `\ <br /> U <br /> . N �N N 0 (A \ \ \ w N. N co �\ o <br /> - <br /> N \ xFG:881.00 A ( `\ • X , N A\ AV \\ \ z <br /> EG:884.00 \ N )� V v <br /> \ ` \ <br /> t <br /> FG:883.19 - \\ \\ N \ \ `\ a re <br /> • N N \ ALTHOUGH EVERY EFFORT HAS BEEN MADE ❑ <br /> FG:884 00, A - IN PREPARING THESE PLANS AND CHECKING co <br /> \ FG:884.°0N .� <br /> THEM FOR ACCURACY, THE CONTRACTOR O <br /> 88 • \ AND SUBCONTRACTORS MUST CHECK ALL z <br /> `T v\ \\� �V <br /> \ <br /> DETAIL AND DIMENSIONS OF THEIR TRADE <br /> \ \ 1 AND BE RESPONSIBLE FOR THE SAME. o <br /> E <br /> o- N V - DESIGN: KJY 03-17-16 z <br /> tu <br /> / \,` north DRAWN: KJY 03-17-16 it <br /> OBSERVATION DE `• / SCALE IN FEET <br /> i N \ E G-IC ■ APPROVED: HPJ 03-17-16 <br /> m FFE.' 884.00 { SILT FENCE 2 i w <br /> o A ` a N N �?, C200 \ PLAN MODIFICATIONS: DATE: ti <br /> N \ (c V • \ ) A \ / CLIENT SUBMITTAL 03-17-16 <br /> ^� \ V {w V A� \ 20� 20� DANE COUNTY ENGINEERING DIV. 03-31-16 <br /> a <br /> A \ \ \, \ ' N • A \� �. �' _ \ �, DANE COUNTY ZONING 04-19-16 <br /> \\ �® \ - '\ \ \ ,\ \ DANE COUNTY ENGINEERING DIV. 04-19-16 R <br /> °' AV N \ \\ �\ ? \V DANE COUNTY ZONING 04-29-16 z N <br /> �° \ A. $ A\ { K \� \V \ \ DANE COUNTY ENGINEERING DIV. 04-29-16 p <br /> V \ �; DANE COUNTY ENGINEERING DIV. 05-13-16 <br /> Co`m - y 88 FG:881.00 A- v ) - \ O I y , FG:882.51 FG:881.00 • �� ) I� . LEGEND <br /> 5 \,... I <br /> PROPOSED BUILDING z <br /> o \ \ FG:88259v� Ali I ❑ <br /> --E--0-0-11 SILT FENCE w <br /> SBO % 1 I — - -ST- - - -ST.- — PROPOSED UNDERDRAIN w <br /> o <br /> A �'�� 879 I �. X X X PROPOSED FENCE m <br /> • 1 859 PROPOSED 1 FOOTCONTOUR DIODIRSiNOTLINI 4 <br /> o N I - 860 <br /> PROPOSED 5 FOOT CONTOUR <br /> v - ,V A 88B '1\ \ ) l N �o PROPOSED GRAVEL 0 <br /> • Toll Free (800) 242 8511 Z <br /> % ) \ I v T SPOT ELEVATION Milwaukee Area(414)259-1181 0 <br /> ( \ / BE = BOTTOM OE STAIRS Hearing Impaired TDD(800)542-2289 <br /> \ V •♦ ' 1 l V d FG = FINAL GRADE u <br /> , N A s, www.DiggersHotline.com w <br /> °i \ EROSION MAT ON ALL ; \ 1 \ -p FFE = FINISHED FLOOR ELEVATION <br /> A A \ A 4: 1 SLOPES OR GREATER ) \ V O TS = TOP OF STAIRS <br /> v \ , VAND ALL DRAINAGE SWALES, A. / 8 \\ 7W = BOTTOM OF WALL x <br /> SHEET TITLE: a <br /> \ \ <br /> SITE & GRADING <br /> PLAN ° <br /> �n <br /> co \ ,{ _ GENERAL NOTES: o <br /> co <br /> N \ w <br /> / \ ■ \ 1. EXISTING GRADE SPOT ELEVATIONS SHOWN FOR INFORMATIONAL PURPOSES DURING <br /> 0 , \ A� 't ca '° V \ V CONSTRUCTION MATCH EXISTING GRADES AT CONSTRUCTION LIMITS. z <br /> S i \ U. <br /> f� \ A \ _ CO ; ) s <br /> CO m \ 2. NO SITE GRADING OUTSIDE OR DOWNSLOPE OF PROPOSED SILT FENCE LOCATION. NO <br /> c0 \ \ a� x <br /> 9. <br /> 4 - A \ V LAND DISTURBANCE BEYOND PROPERTY LINES. C <br /> LO V � \ / \ <br /> 3. JSD SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE 2 <br /> to <br /> o - \ \ �\ \ \ \ OWNER/CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT SHEET NUMBER: Co N N \ N \ V A / iA V IN DISCIPLINARY ACTIONS BY ANY OR ALL REGULATORY AGENCIES. <br /> o <br /> �� 1 1 <br /> w <br />