|
FRAYS ESTATE
<br />PRELIMINARY GRADING, DRAINAGE, EROSION
<br />CONTROL & UTILITY PLAN
<br />City of-Lino Lakes, Minnesota
<br />ADDITIONAL NOTES FOR PONDING /INFILTRATION BASIN:
<br />I) FINAL GRADE INFILTRATION AREAS FOLLOWING STABILIZATION OF UPSTREAM AREAS.
<br />2) USE MNDOT SEED MIX 269 AND /OR 309 -9479 FOR INFILTRATION AREAS.
<br />3) INSTALL SILT OR CONSTRUCTION FENCE AROUND PROPOSED INFIL1RATION AREAS
<br />AFTER ROUGH CRAVE.
<br />4) NO MINING OF SANDY SOILS IN INFILTRATION AREAS.
<br />5) USA A SAND /TOPSOIL MIXTURE FOR TOP DRESSING INSTEAD OF TOPSOIL IN 040111RARON AREAS
<br />RECEIVED
<br />SEP 1 1 2006
<br />CITY OF LINO LAKES
<br />kFnt4S,ea9 3169
<br />,W
<br />{tti i&x°x C1wP
<br />CONNECT TO EX 16" DIP WM 'f
<br />W/ 1" COPPER (TYP)
<br />,r �� >6
<br />EX 18" DIP W- TERMAI
<br />65
<br />63 ^.09
<br />EX MIL 9 -4
<br />RE 896.00
<br />I,E /Qc\ SW 878.67 _
<br />97`9 iagi
<br />t
<br />P6:3r.L:w'2;3L cn�65j.W e _
<br />9 Y
<br />A � '�OE�Ot poet
<br />y �_ 09797 BPn° 969
<br />ap 5194�°D^ it ''/ ''°°yye�l
<br />.�____R_y:elcE
<br />\ \ / 4832,
<br />\ \ 36",/x 30" Reducer I
<br />/ / 1
<br />iJ \ Vag' /
<br />/
<br />I Im3�
<br />1
<br />/ 1
<br />I Ar l
<br />I
<br />I
<br />Proposed 80 /LF. of i
<br />! 36" CMP a1 0.25% III I
<br />I. I_
<br />1 ru•
<br />R8 STOP
<br />Tyr- xsa - -
<br />Ira(nage and SAT'
<br />ty Easement -- - - --
<br />GAR 900.00
<br />LOWEST FLOOR 892.601
<br />1
<br />WO 892.60 1
<br />\ __a
<br />023 orv0
<br />een's
<br />INFILTRATION AREA
<br />120 S.L t.
<br />�s o
<br />u1
<br />0I
<br />416-
<br />eg$'
<br />/6y }ID
<br />9D71r OAR 899.70
<br />L�7WEST FL�OR 892.
<br />1
<br />II WO 892�F30
<br />1 \ \"
<br />I B�lIYje \\
<br />+er
<br />2_j.4
<br />898
<br />896 .6o
<br />_ -
<br />1 .694,SOIR
<br />11
<br />f1a6
<br />/ 1
<br />Ot'OF7l19 \
<br />15 \
<br />I
<br />/ 1r �2
<br />I /
<br />59 1 "
<br />1 5N
<br />I I
<br />It9xp 0
<br />I I
<br />Proposed 36 " Aron
<br />I Invert,. 88
<br />)
<br />010371
<br />s AA
<br />1
<br />I
<br />I
<br />I
<br />,f-
<br />4,
<br />1
<br />I
<br />1
<br />I
<br />I
<br />I
<br />1
<br />I
<br />1
<br />I
<br />I
<br />T
<br />I
<br />I
<br />I
<br />I
<br />\
<br />1
<br />1
<br />I
<br />14101 I
<br />I I I
<br />1 1
<br />1
<br />EIEDpR ' t I [' A
<br />! i e
<br />I I 11
<br />61
<br />10
<br />R... 10
<br />qI�
<br />46 SCOOT 441
<br />DF
<br />1
<br />y
<br />I _I
<br />on"
<br />pia"
<br />■
<br />rktek
<br />I b
<br />1 110,
<br />1 9 c
<br />i 1 W ' \ „�
<br />t - Edge of 949.94 'F \\ •
<br />Wetland \
<br />v /
<br />{�v e \ ;\ +06x51\ \ 12
<br />6 °� 6 T,°P6 6g D�}�
<br />' \ \ 1nI*A -. \ +89'66 - {a9l`I /�S9 /b i
<br />+,pT.'6 1 I }4$t ar SLOPE \ - /` /x +457'" - - 140r4StyM
<br />/ -1L \\ \4.D' . 9 y 't We�TSLO� \\ ei
<br />+t' 1 10,828 SQ. AFT. °"�� I LOT 2 AREA:
<br />\ \I {PLAND ,7; \ 1 11,484 SQ. FT. \
<br />9.66 \ I UPLAND • I i
<br />1
<br />I \
<br />s, 4;9,1!
<br />0
<br />0
<br />0
<br />0)
<br />2
<br />U
<br />1--
<br />O
<br />0
<br />z
<br />1-
<br />20 V)
<br />x
<br />967.,5
<br />894
<br />-�a /
<br />\ - - -/
<br />. �eW
<br />s6 '
<br />\
<br />■
<br />ape \
<br />e6A1 + 39
<br />696.
<br />1 II \
<br />, I I
<br />I I
<br />02� port
<br />365
<br />PO
<br />-▪ LOT 1 AREA:
<br />Est %4°x.4135 SQ. FT.
<br />1
<br />I 1 n \ r! 1\ y
<br />.4910. 1 - + \ v I- I
<br />/ 1J ` 1
<br />p1 . ate. I
<br />Vito"
<br />1
<br />6e 6''6019171
<br />Wool
<br />66 'N'
<br />40
<br />20
<br />.E -+4r� §jpet
<br />,59
<br />N 10
<br />\
<br />l � \
<br />I'I
<br />Iu
<br />1
<br />\ 1
<br />\ I
<br />I
<br />\ •
<br />..606e
<br />\ I +L6 66
<br />\ \I LOT 2 AREA:
<br />36,658 SQ. FT.
<br />4o'' "�ppe LOT 1� AR\ A:
<br />"" no8 4 0 9 3! s Q6: \ \\ FT.
<br />1 .93 1 ACRE \I$
<br />ic%.Lp n9t
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1 D4
<br />1 {°c°'L
<br />I.- ♦ 11440, sort I 1
<br />SL09E • i \ ts� %F'PE 11
<br />y
<br />e6L�02r nevi \ �t6oF sLOVE I
<br />�B,r
<br />stnv6
<br />A °F 4( "°' • epq91 SLME
<br />0 {10 OF
<br />IN,
<br />001.50
<br />ej6 prtR I
<br />r
<br />N
<br />7161
<br />7'
<br />.ep�66,A,ER
<br />ina.e
<br />Easemen
<br />,.GET 6017
<br />14"
<br />w-
<br />7.42
<br />FN01i0d eA
<br />96/7 +ertarroco
<br />41
<br />DESIGNED Br 1V.
<br />DRAWN Br. 4.0.
<br />CHECKED Br C.W.P.
<br />PROJECT N0. 0489B
<br />T5 -
<br />10001
<br />titEwn_ - •-- .-- •-- •- I- .-- \- -. - -.- J
<br />5/10/06
<br />7/31/07
<br />7666. Pad .6..009
<br />mod comments
<br />9/16/03
<br />MW.e CWMI6
<br />OA
<br />REVISION
<br />r ; ' \\YY 1
<br />Y ,
<br />9.39r0R
<br />•
<br />EROSION CONTROL NOTES
<br />CONT70L MUTES d MPI.MmSA1951 S(HFSUlf
<br />1) 011011 ,0 SIL7 TOP 711. 975797. SIT 511E FEARS IN LOCAL OLDS 190791
<br />*57951141 561 599 791193 WILL 6E 360117[° 94553 LOCAL MNITIWS 390117E
<br />(t) PIONDE NARY[ TOPSOIL. 5EM, AND MULCH
<br />ANCHORED "ITN A SRIAIe 7 SET DISC 1611011 14 DAYS OF FINAL a1MIN0.
<br />03) PHNOM ONO. AND 576-95 ATESION FENCES S (INCLUDE TIE REMOVAL 06 ACCUMULATED
<br />w N/..r, =frt.-
<br />9.. rw...
<br />A•7 -l..aR
<br />05.5 1
<br />M f
<br />Ls K4466 twa,
<br />FW4 vdwgF r..A
<br />1
<br />994 ^
<br />• IeA
<br />• *^0
<br />1.0..01 .Mwa9. Md. 39. "J,1A 4 M ww6■
<br />SILT PENCE
<br />6' DRAIN 111E IF
<br />REQUIRED FOR
<br />DRAl77GE
<br />SEE NO71 A
<br />OMNI
<br />TYPICAL SECTION
<br />INIhLTRARON AREA
<br />NOTE A
<br />SUBCUT INFILTRATION AREA 18 INCHES AND BACKFILL TO FINISHED
<br />GRADE WITH PLANTING MEDI )M. PLANTING MEDIUM SHALL CONSIST
<br />OF A WELL- BLENDED MIXTURE OF 405 SEMI - COURSE WASHED SAND
<br />OR NATIVE SAND, 309. MNDt1T GRADE 2 COMPOST AND 3056 NATIVE
<br />TOPSOIL BY VOLUME. USE MNDOT SEED MIX 28B AND /OR 308 -WF
<br />FOR INFILTRATION AREA.
<br />I hereby eert /fy that this plan was prepared by me or under
<br />my direct supendslon and that 1 Dm o duly Ucensed Professional
<br />Engine under the laws of the State of Mlnneso6,.
<br />C LES1. POW.
<br />DATE: 9/76/07 LICENSE IJ 18227
<br />1) ME INFORMATION SHOWN ON 11015E DRNMNM CONCERNING TYPE AND
<br />LOCATION OF EASTINO VELLUM NOT 91AAANIETD 1D BE ACCURATE OR
<br />ALL INCLUSIVE TIE CONIRA0 IS RESPONSIBLE FOR 1040910 979 OWIN
<br />D E1ENM1NATDN AS TO 1115 TYPE AND LOCATION OF UIIIITFS As MAY BE
<br />NECFASARY 1D AVOID DAMAOF THESE 101970.5.
<br />2) CONTACT GOPHER STATE ONE AT ES9-454 -0002 FOR E10S1C0
<br />UTU1Y LOCATIONS.
<br />3) THE CONTRACTOR SHALL FIELD 9456 Y ME. LOCATION, AND ELEVATOR OF
<br />DIMIN0 SANITARY 096601, WA MAIN, 97,0 STORM SEINER AND NOTIFY
<br />EN961E37 Of ANY rescsoIWOM PRIOR TO THE START or
<br />INSTALLATIONS 11
<br />4) INSTALLATIONS 01ALL C07914 I0 110 01Y ENCIN ERS ASSOCIATION OF
<br />MINNESOTA (LFAM) STANDARD 011099 SPECIFICATIONS (1919 55111071) AND
<br />7115 CITY OF UNO LANES STAH0II10 SPECIFICATIONS
<br />5) CONTRACTOR SHALL NOTIFY 7TY'OF 0N0 LOSS 76)505 9099
<br />9FPAR0MENT AT (051) 652 -2430 A MINIMUM OF 24 HOURS PRICE TO
<br />NIT INTERRUP0ON OF SANITARYSEIVOT OR WATER SERVICE TO EIOS11140
<br />HOMES OR BUSINESSES
<br />1) SAFE -COT EMS 540 SINNMC)S AND CONCRETE CURB TO PROVIDE
<br />B UTT- J01NT.
<br />2) REMOVAL AND DISPOSAL Cr COSM9 STREET 97910095 AS RE01IRm
<br />FOR CONSTRUCTION IS INCIDENTAL
<br />5) 0 ISTURBEED EET TO 5576190 OR BETTER MORON AS
<br />4) (ON1RACTO1 SHALL USE 1RNF1C CONTROL MEASURES 974 ACCORDANCE
<br />WITH THE - MINNESOTA MANUAL OF UNIFORM 704019 006411c9 DENIES)
<br />AS NECESSARY WNENEVDe GRAOINO, WERE OR PAVING UPERAlIM5
<br />ENCROACH ONTO ADJACENT STREETS.
<br />1) STORM SEWER SHALL BE RCP (CRASS IT MINIMUM) OR HOPE UNLESS
<br />0T11ERMSE NOTED ON PLANS
<br />2) STORM SERER LE/10114S INCLUDE THE LATINO LENOTH OF THE APRON.
<br />1) MAMTAN MINIMUM OF 7.5 FEET OF COVER OVER WATER 9ER39CE
<br />2) WATER SERVICE SHALL BE 7' CU TYPE R MIES9 OTHERWISE 501133.
<br />3) FIELD VERIFY SITE MO LOCATION OF DOMINO WAIER6UIN AN0 NDerr
<br />9610NE0R OF ANY DISCREPANCIES PWOR TO THE START Of
<br />CONSTRUCTION.
<br />1) 061111NO SANITARY SUMMER LOCATIONS SHALL BE VERIFIED 94 ?RID PRIOR
<br />10 CONSTRUCTION,
<br />2) SANITARY SEWER 99R310E 70 801LDM0 SHALL BE 4' PVC MEDIAE 40
<br />UNLESS 011119191SE 007ED.
<br />3) rap MEET LOCATION, 977 AND INVERT ELEVATION OF POSTING
<br />SANITARY SEWER AND NOTIFY ENONEER OF ANY DISCREPANCIES PRIOR TO
<br />1HE S1NET OF CONSTRUCTOR.
<br />SCALE
<br />1 Inch - 20 IL
<br />LEGEND:
<br />Existing Watermaln
<br />Existing Sanitary Sewer
<br />Existing Storm Sewer
<br />Proposed Watermoin
<br />Proposed Sanitary Sewer
<br />Proposed Storm Sewer
<br />-6- Existing Hydrant
<br />Proposed Hydrant
<br />IID
<br />- B -
<br />x780.89
<br />Existing Sanitary Manhole
<br />Proposed Sonitary Manhole
<br />Proposed Catch Basin /Manhole
<br />Direction of Surface Drainage
<br />Proposed Contour
<br />Existing Contour
<br />Existing Gas Line
<br />Existing Overhead Wires
<br />Silt Fence
<br />Proposed Spot Elevation
<br />(Note: Proposed spot elevations
<br />shown ere ground surface,
<br />bituminous surface, utter line
<br />unless otherwise noted.)
<br />Existing Spot Elevation
<br />TDlOWPl Go
<br />PLIIIIITE
<br />QLOQ(E6M'10
<br />PM IAN, DM V0 NB. BUn9 NO
<br />1D101ARBS. MN 7-101
<br />MONK: 715 IC.
<br />PAX. 7.0) 75. 0 07
<br />PREPARED FOR.
<br />FAN TO(MVILLE
<br />7948 LAKE DRIVE
<br />Lino Lakes, MN 55014
<br />Tone (BSI) 713 -7964
<br />DAM 2/27/6
<br />SHEET
<br />c1
<br />
|