|
r PROJECT NOTES:
<br />1. THE HOUSE TYPES AND PLACEMENT AND PROPOSED DRIVEWAYS ARE
<br />FOR ILLUSTRATIVE PURPOSES ONLY. A DETAILED CERTIFICATE OF SURVEY
<br />z x �� WILL BE PREPARED FOR EACH LOT, CONFORMING TO THE THE CITY
<br />SETBACK REQUIREMENTS.
<br />2. TREE CLEARING WILL BE REQUIRED FOR THE ROADAND STORMWAER
<br />6j n MANAGEMENT CONSTRUCTION. THERE ARE TREES SHOWN IN RED, THAT
<br />\y ILLUSTRATE TREES THAT MAY BE REMOVED FOR THE PROPOSED HOUSE
<br />En AND DRIVEWAY CONSTRUCTION.
<br />3. A MONUMENT IS PROPOSED AND A MONUMENT EASEMENT WILL BE
<br />OBTAINED.
<br />n00 P e ' j REMOVALS:
<br />0 ' p ! (. 1. REMOVE & DISPOSE OF EXISTING STRUCTURES ON WITHIN GRADING
<br />Z 1
<br />M. LIMITS OR AS DIRECTED BY ENGINEER.
<br />2. REMOVE ALL EXISTING SEPTIC & CAP EXISTING WELL LOCATIONS AS
<br />(• r.. NECESSARY,
<br />L•I -R- 2, CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS, ETC PRIOR TO
<br />Z j_ ��,m. ' 1D'.RETBACK V ,A w a 'P AS NECESSASTRUCTURES, SEPTIC'S 8 f OR I:AFPtrJG OF EXISTING WELLS
<br />W VV ON-SITE BMPS
<br />1. RIP RAP - RIP RAP WILL BE UTILIZED AT ALL APRONS FOR ENERGY
<br />c c t 'y \\c>, ^C•r� DISSIPATION AND PROVIDE SEDIMENT CONTROL.
<br />2. SLOPE STABILIZATION- SILT FENCE WILL BE INSTALLED ALONG DOWN
<br />m -
<br />GRADIENT GRADING LIMITS AND WOODFIBER BLANKET WILL BE UTILIZED
<br />ON ALL SLOPES 3:1 OR GREATER TO PROVIDE ADEQUATE SLOPE
<br />niss u �,. �\ \ STABILIZATION.
<br />v E PPg f 3. BIOROLLS- BIOROLLS WILL BE INSTALLED ALONG THE STREET DITCH TO
<br />�2 ` `1 PREVENT SEDIMENT FROM REACHING THE INFILTRATION BASIN AND
<br />30 ULTIMATELY DOWNSTREAM WETLANDS.
<br />4. STREET SWEEPING -STREET SWEEPING WILL BE DONE A MINIMUM OF
<br />ONCOR
<br />RACKINGMORE REOUENTLY TO CONTROL DUST AND
<br />MINIMIZE
<br />VEHICLE
<br />' '-� �7�-'�'1 •I' -- -> =�J - - f �i - - /
<br />S. PHOSPHOROUS FREE FERTILIZER - PHOSPHOROUS FREE FERTILIZER WILL
<br />\\ F
<br />SYMBOL LEGEND
<br />LOr LINE
<br />-
<br />BMLOING SETBACK BOUNDARY
<br />Note: Excavate 7dhedan seat 7b.1- finished grade during grading aclNNgg
<br />PARCFJ.000NDARYUNE
<br />DRAINAGE ANO UnLTIY EASEMENTS
<br />RIGHT.Or WAY
<br />W alovr is placement or Im blarelanilon sail durbp sLDmr sewer Installation.
<br />FLARED END SECTION IYIRIPRAR
<br />DRAWING NAGE NO.
<br />STORM STUCTURE LABEL
<br />d
<br />wEu
<br />CITY PROJECT NO,
<br />SEPTIC SNE
<br />FILE NO.
<br />EMERGENCY OVERFLOW SWALE
<br />_
<br />DRAWN BY 2
<br />SCIL BDRNG LOCATION
<br />AMA DULY REGISTER P OFESSIONAL ENGINEER UNDER THE
<br />�WSD THE STATE NESOTA.
<br />BENCHMARKIFOUNDIP
<br />-
<br />WERANDBUFFERMONUMENT
<br />10114-001
<br />PRE CONSTRUCTION SILT FENCE
<br />CHECKEDBY
<br />POST OONSTRULTIDN SILT FENCE
<br />--
<br />SEPTK:PROTECTION FENpNG
<br />BLANKET
<br />- -- -
<br />DITCH CHECKS
<br />4
<br />UTILITY POLE
<br />crb
<br />TREESAVED
<br />�++4�LJ1 _ Llc.No. 44180
<br />Date:
<br />TREE REMOYEO
<br />' �.°y'y N `� fj - 'CIj ` '�- - ALSO BE USED ON BITE.
<br />ku -..z5 ��\.� L ,.. GENERAL NOTES:
<br />- `• Qui 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF ORONO OR DIRECTED BY THE ENGINEER
<br />O - 2. A TEMPORARY SEDIMENT BASIN MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE
<br />`` `. n ' ✓ 9F ,L, TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION.
<br />- r 1 Wl\ - V• _ A-� .3(7 �J 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN SEDIMENT BASIN WHEN POND GRADING IS COMPLETE TEMPORARY
<br />IJ +ma
<br />TDv1� r� L DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARYAND
<br />DIRECTED BY THE ENGINEER.
<br />4. INSPECT SEDIMENT BASIN, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE
<br />+D+a 1� 100p NPDES PERMIT.
<br />louq 5. REMOVE PERFORATED RISER PIPE WHEN STORM BASIN AND STORM SEWER HAS BEEN INSTALLED AND STABILIZED.
<br />^IOF io 0 5. THE GRADING CONTRACTOR Is RESPONSIBLE FORALL STORM WATER INSPECTIONSACCORDIMGTOTHE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER ACH RAIN EVENT. A CORY
<br />OF THE INSPECTIDN REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ONA WEEKLY BASIS.
<br />TF 79.4 - •� �\ _ O o 4} • _ 7. THE CONTRACTOR SHALL PLACE AND MAINTAIN AN EFFECTIVE SILT CONTROL DEVICE. INLET PROTECTION SHALL BE
<br />REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED.
<br />WQ L 996.9 A- M.7 .f I a. ALL RETAINING WALLS WILL REQUIRE ASTRUCTURAL DESIGN, A BUILDING PERMIT &A FINAL INSPECTION REPORT.
<br />18F'102U.0 • / 9. A 1"2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE SILT FENCE, AND
<br />\ •P� !R y - MINIMIZE EROSION ONTO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH
<br />.16.5 O .(� WITH 4:1 SLOPES.
<br />ca
<br />77s10. - ` - n •' + d 10. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STREETAREAS THROUC#IOUTCONSTRUCTION.
<br />•< ®® - - _ R� Y - 0�' \ f 11. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE
<br />WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT
<br />g - $ RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION RIS OR MATERUIL
<br />- - . • - ' 9 ,i 12. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THEO DEBRIS
<br />SHALL DETERMINE THE
<br />EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HEAGREESTO BE FULLY
<br />RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AMD PRESERVE ANY AND
<br />dob.. _ , ... ALL EXISTING UTILITIES.
<br />WETLAND BUFFER PLANTING NOTES
<br />9,99 & '-1 SQA '� = 1. BUFFER AREAS DISTURBED BY GRADING OR CONSTRUCTION ACTIVITIES SHALL BE REPLANTED AND MAINTAINED PER
<br />F v v.1n N - _ , r._ `. p MINNEHAHA CREEK WATERSHED DISTRICT REGULATIONS.
<br />Eg:2. SOILS SHALL BE DECOMPACTEDTOA MINIMUM DEPTH OF 18. ORGANIC MATITRSHALLBE INCORPORATED INTO SOIL
<br />' {` I j .ye\-� L >~ 2,y,i -• •,,_ (� ®) E y PRIOR TO RE VEGITATION. TILL 4' TO 8' OF TOPSOIL OR EXISTINGON SITE ORGANIC MATERIAL
<br />%r . 1 St+4{ ,�, �1 - ® ' f [;3�•`.% P h b j 3. SEED WETLAND BUFFER AREAS WITH mwwr 350-MES(C PRAIRIE (36.5 PLS LSSIAC) OR BWSR 34251 SEED MIS AND
<br />FERTILIZE WITH 20.0-10 AT ADO LBS,rAC
<br />}O e, x 'I • i - Q �' P s' 4. SEED ALL OTHER DISTURBED AREAS {NON WETLAND) WITH MNDOT 250 AT A RATE OF 100 LBSTAC AND FERTILIZE WITH
<br />" .. .. fl�' tilt.* . . I 2010 AT 100 UiSIAC (UNLESS OTHERWLSENOTED)
<br />ONLY PHOSPHOROUS FEE ER 15 TO BE USED ON SITE.
<br />6. M LCH LL WITH TYFE I ATA RA E O 2TONWAC AND DISC A NCHOR IMMEDWTELYAFTER PLACEMENT
<br />I,.,- - •+y / - y �� 7. EROSION CONTROL BLANKET SHABE PLACED ON ALL SLOPES 3:1 OR GREATER
<br />B. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED,
<br />® J0 �_ - ® �., - Ja �- B. RESTORATION WORK SHALL BE COMPLETED WITHIN 7 DAYS OF GRADING COMPLETION.
<br />�+ = I FILTRATION SHELF NOTES:
<br />149 �.� �•- �L ® �+ a, _ , g 1. Initial aNcevation o1 the figreBon shakes shag be dug T babw the finished Thal grade,
<br />2. The blaratentlon soli within the filtration shakes will be installed eller the slam sewer outlet control Structure Is Installed.
<br />_1 / � l F ' ` ff i _ - (u • W+--� _ �_ i ' O `- 3. To prevent soil Cont ctloh, heavy equipment shall not be albwed within the lain gardens at any time.
<br />^C I pa
<br />4, The bottom or the filtration shelves shall be lllled a ninlmum of 12' prior to placing the blorelention Sall.
<br />f 5. RelatlNley IUIT equipment with tracks shall he used to excavate gra filtration &elves
<br />6. Immediately upon completion of grading the flgratlan Shelves, sift lance shall be Inalallad per the plan to eetatltieh pedmter
<br />control.
<br />A S. The Naretengan son within the shelves will he 2 deep wRh a 6' dmintle ralsed one foot above the base of the blaetendon Sell.
<br />9. The hiaretandon SO recommentlad by MNdatof 3149.2.1 (fine filter sand aggregate).
<br />10, The mix far the filtration shelves should be 100% send.
<br />11. Minnesota Mulch eSdcan supply and deliver Stin
<br />ts sdl prembced. (851) 330-0289
<br />TYPICAL FILTRATION BENCH a
<br />ETAIL
<br />. r - _ �~ �y • A 25_..._T . _. 7..
<br />i X17. , - • s - - , f. i - i
<br />-Is
<br />A r Z , I I ! `•'1„o, BhYCYIIIB -
<br />Y i I - ®� aP z 20
<br />4rT/Cxf
<br />I •- I _ _ A 15,. 1L � - i'-CannegtdAerYlejo OCa �_ - - j
<br />10
<br />_ � 1 5 -
<br />1 rµ. - • os .'mom f..m>v r F F A 10 r...e•��_._i._.__i-6',Perrare�DrairATe#Iveonld Ct'Anvra 10
<br />�. r , • �+ 9'.. g3�aeed Ind, CIHA R� 2' ft and born. W wcd sib) '
<br />i 100%M0MT 3149.4 (Fir. F4lTr Sena Aagreg.w) '
<br />S rid FRW Medal J1 7Ndc):
<br />50 25 0 25 50 100
<br />r
<br />6CALEIN 0+00 0+10 4+20 0+30 0+40 0+50 O+BD 0+7p
<br />- - _
<br />-
<br />Note: Excavate 7dhedan seat 7b.1- finished grade during grading aclNNgg
<br />W alovr is placement or Im blarelanilon sail durbp sLDmr sewer Installation.
<br />DRAWING NAGE NO.
<br />BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANWOR CONVEYANCE OF
<br />CAW 08109116 FINALPLATAPPL_jCA7ZONINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
<br />PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT
<br />au',
<br />CITY PROJECT NO,
<br />FILE NO.
<br />p basebollfa 1
<br />_
<br />DRAWN BY 2
<br />=REA70VEDPADS
<br />CAW 09119116 FINAL PLATOOMMEIfT$ _07.AIGIi-TEN, ROAD SATHRE-BERGQUIST, INC:s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />AMA DULY REGISTER P OFESSIONAL ENGINEER UNDER THE
<br />�WSD THE STATE NESOTA.
<br />gE1s
<br />Pv,
<br />SATIRIZE-BERGQUIST, INC.
<br />-
<br />FINAL GRADING PLAN
<br />10114-001
<br />CAW
<br />CHECKEDBY
<br />`INDEMNIFYSATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />- SATHRE-SERGOUIST,INC. RESERVES THE RIGHT TOIHOLDANYI I ITIMAE
<br />- - FUSER ROM R PARTY LE USE. RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />�-
<br />a lege P F
<br />d 150 SOUTH BROADWAY WAVZATA,MN.555B1 (952)478-6000
<br />m
<br />'�A w ���
<br />ORONO,
<br />MINNESOTA
<br />KINTYRE PRESERVE
<br />CHRIS BOLUS
<br />4
<br />CAW
<br />ATE
<br />0DATEs
<br />----- '- --'' -- .._
<br />�++4�LJ1 _ Llc.No. 44180
<br />Date:
<br />FqS PyA
<br />�
<br />
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