DCPSHL-2017-00077 - Laserfiche WebLink

Home Browse Search

CD :: - 3. `s "i l 4'z 2'x 2•(MIN.) Q WOOD POST ->F e S LIJ A(J_) FILTER FABRIC ff. cD . HORSESHOE BEND 8 O —1=1= :I 'P u0uau: CC •4,1: 110101 L=1=,1 4u=li'?II= CO 11011: 4=1= :u=a1. / 2 MINIMUM .IL. 011LIMITS OF DISTURBANCE 1 : L-B- EXTEND FABRIC TO 4'BELOW SURFACE I PRO. VEGETATED CO SHED BUFFER O SIL; FENCE CONSTRUCTION (SHEET FLOW) 1 f - CO cL MAINTMN SILT SOCKS UNTIL 4 SILT FENCE / VEGETATION IS ESTABLISHED. i QR SOCK CROSSING ROD STAKES IEX CRITICAL (SEE DETAIL) SPACING) NOMINAL 2' SHED SLOPE ®• NOMINAL X 2�X 30•MIN FILTEREXX SILTSOXX(OR EQUAL) O (12'DIP) in SHEET FLOW I� • „ EX. DRIVEWAY ▪ H III=I— :• I—I IF CO I =n0g 'mu. 11011=1101:, 1 :11��1= , ro *lb,d ��= 1,11%il.=_I= UNNAMED .. pp =U. n=N=1=11.1101=11 INTERMITTENT STREAM EX. dor HOUSE 00 , CO 0 SILT SOCK DETAIL 4 ,. Z.s...+ 7 -°.7- INEZErar 00 ,. +�1F ` /= - tf) I y_ in LL) f. ,,` , Ar $BARN .. . �_ A • 0 -< a) (n• EROSION NOTES: SEDIMENT REACHING THE PUBLIC ROAD SHALL BE REMOVED BY STREET CLEANING (NOT O HYDRAULIC FLUSHING) BEFORE THE END OF EACH WORKDAY. o THE EXISTING VEGETATED BUFFER SHALL BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS THROUGHOUT THE PROJECT. ALL EROSION CONTROL MEASURES AND • STRUCTURES SERVING THE SITE MUST BE INSPECTED AT LEAST WEEKLY OR WITHIN 24 HOURS O OF A 0.5 INCH RAIN EVENT. ALL MAINTENANCE WILL FOLLOW AN INSPECTION WITHIN 24 .Y HOURS. N CUT AND FILL. SLOPES SHALL BE NO GREATER THAN 3:1. CT EROSION CONTROL IS THE RESPONSIBIUTY OF THE CONTRACTOR UNTIL ACCEPTANCE OF THIS (./) PROJECT. EROSION CONTROL MEASURES AS SHOWN SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND 'ct' CORRECTING ALL EROSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION A O ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE I V 0 STATE OR LOCAL INSPECTORS, OR THE DEVELOPER'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS. / TO OBTAIN LOCATION OF /� LE TO UNDERGROUND 'DUE SCHEDU FACILITIES G N15CONSN SEPTEMBER 1, 2017 - JUNE 15, 2018 CONSTRUCT SHED AND RESTORE DISTURBED AREAS. CALL DIGGERS HOTLINE 0 J RESTORATION NOTES: 1-800-242-8511 TOLL FREE ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR (4) INCHES OF TOPSOIL, 0 60 120 TDD(FOR THE HEARING IMPAIREDX800)542-2289 FERTILIZER, SEED AND MULCH. RESTORATION WILL OCCUR AS SOON AFTER THE DISTURBANCE i i i m ■ MIS.STATUTE 182.0175(1974) O AS PRACTICAL. SEED MIXTURE 20 SHALL BE USED ON ALL AREAS. MIXTURES SHALL BE IN REQUIRES MIN.OF 3 WORK DAYS Z ACCORDANCE WITH SECTION 630 OF D.O.T. SPECIFICATIONS. AN EQUAL AMOUNT OF ANNUAL NOTICE BEFORE YOU EXCAVATE _ RYEGRASS SHALL BE ADDED TO THE MIX. - = DRAINAGE ARROW SEED MIXTURES SHALL BE APPLIED AT THE RATE OF FOUR (4) POUNDS PER 1,000 SQUARE W FEET. FERTIUZER SHALL BE APPLIED AT THE RATE OF FOUR (4) POUNDS PER 1,000 SQUARE REGO PROPOSED SHED — TOWN OF VERONA LL_I FEET. MULCH WILL CONSIST OF STRAW OR HAY APPUED AT A RATE OF TWO (2) TONS PER Z ACRE. EROSION CONTROL PLAN AND DETAILS EXHIBIT #2 FERTILIZER SHALL MEET THE MINIMUM REQUIREMENTS THAT FOLLOW: NITROGEN, NOT LESS DATED: AUGUST 16, 2017 Z THAN 16%; PHOSPHORIC ACID, NOT LESS THAN 8%; POTASH, NOT LESS THAN 8%. LLJ DISTURBED SLOPES GREATER THAN 20% SHALL BE RESTORED WITHIN 30 DAYS. QUAM ENGINEERING, LLC ` Res■de❑tal and Commercial 5,te Des■gn Consultants BOB REGO QUAM ENGINEERING, LLC �- 1828 COUNTY HIGHWAY PB ATTN: RYAN QUAM �www.quamengineering.com D VERONA, WI 53593 4604 SIGGELKOW ROAD, SUITE A 99 MCFARLAND, WI 53558 4604 Si elkow Road, Suite A; McFarland, Wisconsin 53558 C0 Phone (608) 838-7750; Fax (608) 838-7752