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v I 7,, [ LAKEW AU SA O <br /> NE EXISTING DRIVE WILL SERVE AS THE CONSTRUCTION ENTRANCE. THE DRIVE <br /> BASE FLOOD EL■848.97(NAVD88(2012)) EX CMP IS TO BE MAINTAINED BY THE CONTRACTOR IN A CONDITION, WHICH WILL <br /> EX. D0g1 PREVENT THE TRACKING OF MUD OR DRY SEDIMENT ONTO THE ADJACENT <br /> / - 4 E _ _ ,_�..���.�� PUBLIC SIR¢tJa SEDIMENT REACHING THE PUBLIC ROAD SHALL BE REMOVED <br /> EX GRAVEL _ _ �•`� ��������•������ BY STREET CLEANING(NOT HYDRAULIC FLUSHING)BEFORE THE END OF EACH <br /> .... ``�i �=��O:�,l 8g OUTLET ...107."•:•011� ��/ ICI WORKDAY. <br /> co :•:•:•:• 4- 7., INV=845.58 <br /> ,.•r.:• •-.. 4..-a5 EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO GRADING <br /> N I ' �/ OPERATIONS AND SHALL BE PROPERLY MAINTAINED FOR MAXIMUM <br /> L 4 + �' D(. RIPRAP �• EFFECTIVENESS UNTIL VEGETATION IS ESTABLISHED. ALL EROSION CONTROL <br /> CO ©' m �, �, MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED AT <br /> / tye A` LEAST WEEKLY OR WITHIN 24 HOURS OF A 0.5 INCH RAIN EVENT. ALL <br /> /) .AlHOU. MAINTENANCE WILL FOLLOW AN INSPECTION WITHIN 24 HOURS. <br /> EX L, �+ �s <br /> N '21• E 56.90' aq �� � /� CUT AND FILL SLOPES SHALL BE NO GREATER THAN 3:1. 3:1 SLOPES SHALL <br /> �l .� "'/j � �� BE RESTORED WITHIN 23 DAYS OF DISTURBANCE. <br /> UJ <br /> N �� �s�•'� 4 EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL u.2 I 848.. , / 848 �• �• � � ACCEPTANCE OF IRIS PROJECT. EROSION CONTROL MEASURES AS SHOWN <br /> '\ ' / � a SHAI1 BE 1HE MINIMUM PRECAUTIONS THAT WILL BE ALL OWED. THE <br /> _ 'i � t• CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECT1NG ALL <br /> (I) �r� A EROSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION <br /> e r` EX. DECIDUOUS ■ �� ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES. AS REQUESTED IN <br /> TREE(TYP.) ��IIr,� WRITING BY THE STATE OR LOCAL INSPECTORS. OR THE DEVELOPER'S <br /> 617`F{ d ENGINEER, SHAI1 BE INSTALLED WITHIN 24 HOURS. <br /> `�� a> 114E SCHEDULE O S 3',,x NOVEMBER 16, 2015 INSTALL INITIAL EROS ON CONTROL DEVICES. <br /> 1.0 x NOVEMBER 16, 2015 TO DEMWSH EXISTING HOUSE AND CONSTRUCT <br /> APRIL 24, 2016 HOUSE/GARAGE AND RESTORE 3:1 SLOPES <br /> / ro NOVEMBER 16. 2015 TO REMOVE COSTING DRIVE AND CONSTRUCT <br /> 15, 2016 CONCRETE DRIVE. <br /> T7 F+a * VEMBER 18, 2015 TO INSTALL STORM SEWER AND RESTORE <br /> DO e*j ; LY 1, 2016 PERVIOUS DISTURBED AREAS 2, ' I <br /> o g''es ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR(4) <br /> N INCHES OF TOPSOIL SEED AND MULCH. ALL PERVIOUS DISTURBED AREAS <br /> '�� 0 I 2 SHALL RECEIVE FERTILIZER. RESTORATION WILL OCCUR AS SOON AFTER THE <br /> • xi DISTURBANCE AS PRACTICAL SEED MIXTURE 40 SHALL BE USED ON ALL <br /> o rc F+��B DISTURBED AREAS. MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 630 <br /> OF D.O.T. SPECIFICATIONS AN EQUAL AMOUNT OF ANNUAL RYEGRASS SHALL <br /> •"�I '6` BE ADDED TO THE MIX <br /> in 0 0 2 9x SEE)MIXTURES SHALL BE APPUED AT THE RATE OF FOUR(4)POUNDS PER <br /> In EX HOUSE _ 9.� 1,000 SQUARE FEET. <br /> pp FERTILIZER SHALL BE APPLIED AT THE RATE OF FOUR (4)POUNDS PER 1,000 <br /> L',, g� LL SQUARE FEET. MULCH SHALL CONSIST OF HAY OR STRAW APPLIED AT THE 3 F+d lit, <br /> SCREEN PORCH RQl' I RATE OF 2 TONS PER ACRE. <br /> Qtj I qj 4I"+ STAIRS FERTILIZER SHALL MEET THE MINIMUM REQUIREMENTS THAT FOLLOW: <br /> I'9S ( NITROGEN. NOT LESS THAN 16X PHOSPHORIC ACID, NOT LESS THAN 8XC <br /> C x POTASH. NOT LESS THAN WC <br /> EX WELL I I j a ;• £N JEER <br /> L3 S I F+a WIWAM GLENN WAM ENONEERING,LLC <br /> < �-I I \I I �� +r PALATINE.IL 60074 4604 SIGGE OW ROAD. SUITE A <br /> ',. so <br /> Q ;IL •- o \ x <br /> LOT LOT 9,,562 SO.FT <br /> HOUSE AND GARAGE <br /> 2799A WILLOW COURT I O <br /> +O+ ,i CRAWL SPACE■847.00 6, PRO. HOUSE-2,521 SOFT. <br /> T FIRST FLOOR=851.80 I ( EX BOATHOUSE=213 EWAL T PRO. DIRIVEMIAY R SIDEWALK=840 SOFT. <br /> I tiL EX RIPRAP/GRAVEL=423 SOFT. <br /> EX WELL VAULT 20 SOFT. <br /> - EX OVERHEAD ELECTRIC ( EL DOO(■29 SOFT. <br /> p I 4'6;�, TOTAL IMPERVIOUS-3.846 SOFT. 0 10 20 <br /> O <br /> 0! I I I I s p IMPERVIOUS RATIO-40.2% ••••••••••� <br /> O ( 4 I WQ *� ssx G\ MAINTAIN SILT SOCKS I ROD STAKES Cl o SPACING) <br /> ? O, UNTIL VEGETATION IS NO INAL Y x 2'x NY MIN <br /> .3C I L � 11). I I ex ESTABLISHED. r MIN FlLTEREXX SLTSOXX(OR EQUAL) <br /> O) T Y DANA)) <br /> ' 7.6' • _, Re F+ I ' / SHEET FLOW <br /> �� <br /> (n I I e's = p 1=11= 1=11=11=11- <br /> �? �t 1=1 =11=11 11=11=1 <br /> * 12' YARD DRAIN• f0 P. <br /> 7.5 Ai, sx II=6=i1=11=11=11.--1 11 111 i <br /> 0 TC=847.45 .c 11 II=IL111:11=1 <br /> d" 8'INV■848�00 I •J <br /> I 7-1;1 m OHTAN LOCATION aF <br /> PARNCPANIY UOFAORDJID FACi11ES BEFORE YOU <br /> U C IF{-PeI L •� _ _ _ CIO N NSC ION <br /> J <br /> J Zj ro. � � <br /> I TOLL FREE <br /> n 10D(FOR DC NEARING BPMFDX11O0)641-2229 <br /> Z CONCRETE DRIVE I REQUIRES A R mom i%DAY! <br /> WF+' I FOP I , NOTICE BERME YOU EXCAVATE f <br /> W °'''� �F 2799A WILLOW COURT — TOWN OF DUNN <br /> Z x x GRADING AND EROSION CONTROL PLAN <br /> 0 •Y'•. <br /> -�� EXHIBIT �3 <br /> Z d •;A,•�_ • DATED: OCTOBER 27, 2015 <br /> w j3,,'�o.:%..'' �� C7 QUAM ENGINEERING, LLC <br /> MS t.%01. �h �.9E ReSidertal and Commercial Site Design Consultants - <br /> -• 0y �+ '" www.quamenglneering.com <br /> /=Y pNU 0°` <br /> NOTE: ELEVATIONS REFERENCED TO ABEX SURVEY 4604 Siggelkow Road. Suite A- McFarland, Wisconsin 53558 <br /> v —0 r - COMPANY SURVEY DATED 9-24-2015. Phone(608)838-7750; Fax(608)838-7752 <br />