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RESTORATION NOTES RESTORATION ·2.5ACRES I I A . RESTORE ALL DISTURBED AREAS WITH 4" TO 6" Of TOPSOIL. OR EXISTING ON.SITE ORGANIC MTRL. B . SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 20-0-10AT 100 LBS./ACRE . C. SEEO ALL OTHER DISTURBED AREAS WITH MNDOT 250 ANO BWSR SEEO MIX FOR WETlANOS AT A RATE Of 100 LBS JACRE AND FERTILIZE WITH 20-0-10AT 100 LBSJACRE. (UNLESS OTHERWISE NOTED) D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEOIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. F . MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHEO. G. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 10. SILTFENCE,BEFOREGRADING· 1.110LF SEPTIC FIELD PROTECTION . 8e6 LF AF TER GRADING · 525 LF (pond) 11. TREE FENCE, BEFORE GRADING· 250 LF ON-SITE 8MPS ' I I I I \ \ 1. NVRP PONO • NURP PONO WILL BE UTILIZED TO MEET OR EXCEED QU~ITY ANO RA TE CONTAOl REQUIREMENTS. 2. SKIMMERS . Tl-I E PONO OUTt.ET STRUClVRE INCLUDES A SUBMERGED INlETPIPE TO ALLOW SKIMMING. J. RIP RAP • RIP RAP WILL 8E UTIUZEO II TALL APA.OH S FOR ENERGY O&SSIPATION ANO PROV10E SEDCMENT CONTROL 4'. St.OPE STA.8n..lZA TlOH • Sil T FENCE WM.L BE lNSTALLED ALONG DOWN GRAOENT GRADING LIMITS AND WOOOft8£R 8l.ANKET WILL ae UTILIZED ON ALL SLOPES 3!1 OR GREATER TO PROVioe: ,\OEQVATE SLOPE STABILIZATION. 5. BIOAOUS. BIOROlLS WILL BE INSTALLED ALONC A.EAR YARD SWfd.ES TOPREVENTSEOfMENTFROM REACHING Tl-tE NURP PONO ANO Ul TIMA TELY DOWNSTREAM WETI.ANOS e. INFU.TRATtONIRETENllOH AREAS· INflL TRATIONIRETENTION AREAS WIU BE llT'UZEO TORE.OU~TAIN THE RUNOFF FROM THE INCREASED HARDSURFACE. 7. STRUT SWEEPING. STREET SWEEPING WIU BE DONE A MINIMUM OF ONCE PER WEEK OR MORE FREQUENTLY TO MINIMIZE DUST CONTROL ANO VEHtCLE TRACKIOO 10. PHOSPHOROUS FREE FERT1LIZER · PHOSPHOROUS FREE FERT1..IZER WI..L. AlSO BE USED ON St1E. OWN ER: PETE R & SHARON RENNEB OH M PID#-0611 723210005 I <.--, I \ " :I I I I ', \ \ j i \' r1---\ I I I \_l I l llli \ \ JiJ I \ I .,s \ H i '\ I \ ~ J o,,,l ; 1_ - I I !!! -I ! () ...- ' I 1--· ---l I I I ,, 'I..,. I L _ -_ J -I _. OWN ER: JAMES MORGAN & DEBRA PULFORD PID#-061 1723220022 Bayside Meadow Project Notes: 1. The house types and placement and proposed drivew•ys are for illustrative ~oriy. A detailed certificate of auvey will be p,eparod lo.-each lot. ooolorming 1o tho tho Cily-_..,....,.., 2. Tree Clearing wih be required for the road and stormwater pond a>nstNc:tioo. There are trees sh::Mn in red, tha illustrate trees that may be remo1o1ed for the proposed house and driveway construction. The proposed house ptaoement for L 1 &2 wm be >Nithin the existing on-.tto tree oover. 3. Off-Stte grading will be required for the private ro ad construction. the neoes.sary gradirig easements wil be obtained once the project has preliminary plat approval, since there maybe plan ~. 4. A monument is proposed and a monument easemert 'MN be obtained. 5 . Street· Ru,al Section· s ... S1reet Plan Sheet . D~ch typic:al section 3:1 slope/ 'Z dept,/ 3" Wdlh 50 25 0 25 50 100 SCALE IN FEET 11-_::D--=-ES::.;IGNER==--i----:--:NO--=-·c.+...;:B;..cY-+....c..DA-'-TE-"--+------REVI_S_IO_N_S ____ ---I USE (INCLUDING COPYING, DISTRIBUTION, ANO/OR CONVEYANCE OF RSM INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISlml AND THAT I AM A DULY REG ISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN BY RSM CHECKED BY JUU( DATE 01-15-13 ------------SATHRE-BERGQUIST,INC.'sEXPRESSWRITTENAlJTHORIZATION. USEwm-K>UT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQU IST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES R ESULTING FROM 11.LEGITIAATE USE. Robert S . M~stjld . PE. Date: 0/ /t df]. Lie. No. Jd.':0.:1 GENERAL NOTES: OWNER: JAM ES & JULIE DZUBA Y PID#-0611723220023 OWNE R: BRADLEY P ASS PID #-0611723240001 ,.:. __ _ la I _.J L ----i"°' -, ------:21 ------_J z: I i ~o oo:, S o a cx,o000 o ~ OWNER: ERIN SULLIVAN PID #-0611723220024 1. INSTALL SLT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF ORONO OR DIRECTEO BY THE ENGINEER. PC Exhibit G (/) ~ CL 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGI NNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE PO ND AS NECESSAR Y DURING CONSTRUCTION AND AT THE COMPLETION OF TH E PROJECT. 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN PONO GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USEC FOR INTERMEDIATE DRAINAGE DURING THE CONS'TRUCTION PERIOD AS NECESSARY AND DIRECTEO BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS . 4. INSPECT POND, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 5 . LINE ALL PONDS WITH A MINIMUM 3• ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR HWL WITH A WATER TOlERANT MIX. (OR AS NOTED) 8 . REMOVE PERFORATEO RISER PIPE WHEN STORM SEWER ANO OUTI.ET STRUCTURE FOR PONOS ARE INSTALLF.D. 7 . POND· 10:1 BENCH (1 FOOT)THEN 3:1 MAX 8. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A o.s· RAJN EVENT. A COPY OF THE INSPECTION REPORT MUST BE EMAllEO TO THE ENGINEER AND DEVELOPER ON A WEEKl y BASIS. 9. THE CONTRACTOR SHALL PLACE ANO MAINTAIN AN EFFECTIVE SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHEO. 10. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT & A FINAL INSPECTION REPORT. 11 . A 1"·2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE. TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. 12. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAO AND STREET AREAS THROUGHOUT CONSTRUCTION. 13. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOU LEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL 14. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREE S TO BE FULLY RESPONSIBlE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTL y LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. CITY PROJECT NO. PRELIMINARY GRADING & EROSION CONTROL PLAN FILE NO. 31202.070 SATHRE-BERGQUIST, INC. 150 SOUT H BROADWAY WAYZATA , MN. 553g1 (952) 476-eOOO ORONO, M INNE SOTA GP BA YS IDE M E ADOWS GP