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SIZE WORN MD UNDSCOPING SPECIAGNION
<br />Lie fates
<br />05 -9720
<br />1.1 SCOPE OF TIE WORK:
<br />A 91e Wok inclueing evcaadon and grading, paying, storm drainage. sanitary and water
<br />services, and landscaping.
<br />1.2 BEDROOMS MOST APPLY:
<br />A State RuWsg Cods
<br />& Goad Conditions. General Repiwnarb. WORT 'Standard Specification for Coabuclion',
<br />2000 alike Sty Eogiesrs hseei01* 'Standard US96es Specifications', 1999 alike the Sy of
<br />Liao Lakes' Supplemental Specifications for Waterman. Satiny y Sao, end Storm Dun
<br />Construction, and these speeifications.
<br />2.0 21C Walt:
<br />2.1 GENERAL:
<br />A The scope of the sort ell Wade clearing all grubbing, aceaw5s and arena of building,
<br />parking, and hdfcaped areas; canstruden of stem Emig, sanitary sewer service and water
<br />maraca bablatian et MWmnae =dean and ban concrete an and gu5o; worse deraway
<br />mom and bvbaapfng.
<br />2.2 UMW Ain GiafaBhith
<br />A Tam noted on the plane for removal Mal be removed, inning alarms, and haled from the
<br />rte.
<br />2.3 MAIM
<br />A Wok Stoll Include - Stripping and reamed of tapeoil and makable mio; net la5on at
<br />engirered fl; 0ed eagroding of site to bdonbd groan
<br />9 Tapsdl and makable sok in the baking CM 0101 be excavated. The abgnde shall be
<br />acem ied by a sok amber nice b plocemen of B. The emawdoe std be mciabined free
<br />of water at all tam.
<br />C. Toped In the once under the proposed paling ia1 be eamated to a minimum depth of
<br />7 -0'. Areas tared to have uneatable sole alba the upper 3' of sane a Nag be secavoted
<br />to remove the walkable soils and the abgrode sad be prepared in ocmdoae wlh NnDOT
<br />2112.
<br />D. The bulking area shall be fgbd to the bottom of the floor Nab wing MOOT 3149.28 .Meet
<br />Growler Barra. Fil sad be Moen and conpmted by the method of Ordinary Compaabo, in
<br />accadaae with In00T 2105.3 F2.
<br />E Wine rgaared, the grade in the poking arm aid be raised to the bottom of 8e payment
<br />section. using SIDER 3149.28 Send (raalar Boma. the granular materiel rid be placed and
<br />compacted in 8' Sts Compaction null be by the method of Ordeary Competes n emordaroe
<br />wit SCOT 2105.3 F2.
<br />F. Waged materiel Mall be used to M wired arras, ea man, bang roan for 1' -0'
<br />minimum of boproi in the landscaped anon. Unsuitable manna such or mob, bmMae. tree
<br />rum the ae� be rwnaoed from the beak material Excess connoted mania end be based
<br />2.4 SMOMIK SEWER
<br />A Work sing inhrde a rrbxtion of iovtoy sent novice as shown on pkoe.
<br />9 I ern
<br />1. ripe for the seam sewer servos 0101 conform to City of t9. Lakes' raqunerne t.
<br />C Saalary sewer swim sat he mrthn ed as down on the phe and shall copy with the
<br />City Engineers AseWatien of Uhvwsa't SpeNfima= and the fey of lie Labe' mquhamene
<br />9 The semtay seer service what be waled at 1.002 mmiawn, grade Mb demwdw spaded at
<br />W fwd, manna%
<br />25 MIER SERVICE:
<br />A Wart shag bride mnebr6m of water mice as non on the phis
<br />8. Material
<br />1. Water service pipe and Stine sat meet My of goo Idea' regriemkat
<br />0. Water service nal be cenobucied as shown on the WETS and shall comply with the COy
<br />6hgaoom Amdsion of limceola's Standard Utilise Specifications' ad as modified b/ the My
<br />of loo Lakes' requirements.
<br />D. A minimum of 7 feet of cover shat be maintained Dyer ail water piping.
<br />2.8 MOM DRAINS:
<br />A Nark sat include eceshadon of a slam drain culvert as scum on pies
<br />& Mande:
<br />1. Pipe sat be Corngned Ndd Fps, Se.
<br />C. Stem drains awl be mmhacnd acca1Jng b the plane and shall comply dth Sty Embus
<br />Association of Ifuomob Spedim*aaa ad the Oly of tie lakes' rennoments
<br />2.7 CONCRETE MB AN) 9811071
<br />A Work std made bmblation of orb fassalon netafol and Type 8918 Canute Cub wed
<br />Cutter.
<br />B. Intends sal be at deatraled b TAW Specification 2531.
<br />0. Curb foundation shall In Nn000 Class 5 Aggregate, shaped and compacted to section ced
<br />grade as Nam on plan.
<br />Y NM 8618 �CLM and Gutter std be Walled where sham on pion In amardaas with
<br />Sreormin
<br />M. SAN Ni
<br />> > > > - R.913.46
<br />_ - - -- -913
<br />/WAIN STREET
<br />B.M. ELEV. = 914.99
<br />T.NF.H 130' N OF INT. OF LANE DR. AND MAIN ST.
<br />913 \\
<br />*=907.7
<br />/
<br />/
<br />/
<br />/
<br />SITE GRADING PLAN
<br />1' =20'
<br />2.8 CONCRETE APRONS:
<br />A. Web dal inane removal of editing musts mrb, plaaenwd of aggmgde base, on
<br />balalaika of concrete aprons.
<br />8. Concede ad be 4000 pd
<br />C. Removal of misting curb and gutter dal be bedeck" to placement of the concrete aprons.
<br />0. Base for concrete aping ehd be r of WOOF Saes 5 Aggregate.
<br />E Aprons sal be constructed in the Nam, location, and Mazes= sown on Ube p90.
<br />Cavan sat boom a non-dp broom finish.
<br />2.9 /109040005 SU€A0NG
<br />A. Work sat irende preperali n of Marne, ieido1an of base creme, and Minims
<br />surfacing.
<br />8. Wang
<br />1. Sub-base material sat be 16DOT 3149.28, Granular 8addit
<br />2. Bose Material rid carioca to MOOT Specification 3138, Class 5 aggregate.
<br />3. Btrmioas manning shall conform to SOOT Specification 2350.
<br />C Eseoutiom
<br />1. Subgnade bad be prepared in accordance 009 MOOT Sp cation 2112.
<br />2. Grander Spea7hcatia 2211. material, S required, sat be placed and compacted b madam w8h
<br />MOOT 3. *OCT Close 5 aggregate base rid be placed in depths Nam en name and In accordance
<br />.0099g for 22 Base shag he graded b the contours Nam a the plans,
<br />4. SWAM Marken amfaig shat be composed of a 1 -1/2' W851 Spec. 2350, Type
<br />M1E350358 Were Cane over a 1-1/2' SOT Spec. 2350, T)pe 1815(10350353 Non year Coll/le
<br />rah m 8' MOT 3138 Class 5 amends ban
<br />5. Akita final campodan, friend emus del not at my pint have a dssty loss than 95S of
<br />the theoretical density as determbed b morns= with AS111 0- 1188 -56.
<br />0. Final Results
<br />1. Fmihed pavement 0101 show W deviation horn general surface in omit of 1/16 inch per
<br />foot measured with a ten foot anon edge.
<br />2 tow spot or pockets horn whin water will nod Oren are not acceptable
<br />270 LAND5CNiNR
<br />A. work rid include aoddng, and Mktg of drabs and tun m shown en the plan
<br />B. Sod shill meat MOOT Specification 387628, lam ad Bewared Sod Saddrg rid he paced
<br />in accordance wit SCOT 2575. Sad rid be Posed n d dinned diem not panel or
<br />kadmped .lh mulch.
<br />C. Shade trees and "brute aka be as dngrated on the plane ad shall be placed In
<br />accordance wM SOOT 2571.
<br />9 Swab phdng amen and tree was dhd be manned m denied on the am, mng burry
<br />duly wM landecape akin, landscape falk and rock match
<br />E Trees rid be staked and guyed in a name which paws damage to the ire. Gulag and
<br />doing rid be mrmved by the Co*9ctor after one wowing seam%
<br />V lardecepe tilting shall be barn duty, oou*01 gentle, vinyl akin& es minimum of 6' Igo.
<br />Wwl edging rid be loaded as sawn on the plasm.
<br />9 Lan: ape barb sat be an papa Wooed, ma nn permeable, prom fabric designed for
<br />Imdeeapng.
<br />9 Rod mach d0 be Waal washed river rock from 3/4' to 2' in dander. Mulch Ball be
<br />placed in depths and nations dean eie phi
<br />Fad of SRe 99,11 and ,..h.,.,a.. a..m..m..
<br />GRAPHIC SCALE
<br />1e ah
<br />( III 0220
<br />i dub . 20 B.
<br />» - --
<br />EMU
<br />STORY DRAB
<br />> - - -- SAMMRY SERER
<br />MAER
<br />UDflaDDI11D
<br />TELDNOM
<br />OE - - -- MENTES EIFCIRC
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<br />CDROM
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<br />NOTE =RCM SOIL F11D MST TEE LEMONS
<br />OF AIL 0505116 MUTES.
<br /><�: ,. • :sib : >., : : : :.. �
<br />f.... ` ` tects, Inc.
<br />11se farm - start to Robb
<br />Offices n Madmto
<br />end Far9auI Mmeseto
<br />Nkaatk 507 -357 -6651
<br />Fadbw9 507- 331 -1500
<br />Web: wow:
<br />Aruhitmtural Structural LYafl
<br />Electrical Natural Resources Land S
<br />Interior Resign Landscape Architecture
<br />KEY PLAN
<br />1 HEREIN CERIRY
<br />TINT TM FLAN, SPEORCO ON OR RBPEtT
<br />ME OR UNDER Nf D88L1 SUPERVISION
<br />US PRIMED BY
<br />MD DPI I MI A DULY UCQ9ED PROFESSIONAL DIGNMI
<br />UNDER 11E UM OF TIE STATE OF IWS160TA
<br />DENFBS ODENS
<br />ME LC. eta 40756
<br />I HEREIN CERUY
<br />TWO 1185 PUN. SPECIE IDN OR REPOBr
<br />NE DR INTER Mf OBEC? SIRERVISKIN
<br />WAS PMPAMD E
<br />AND 1147 I nM A DULY UCMSED PROFTSSICeit DE MI
<br />UNDER TIE UM OF TIE ME OF IOlESOTA
<br />•
<br />WE Lk. NO.
<br />1FESE PUNS MD SPECF1CUDtb ME THE PROPERTY OF 1!5
<br />B COPED OR DPC OUT RES SWIM CONSENT.
<br />PROJECT
<br />NORTHERN LllGEITS CAR
<br />WAS
<br />LINO LAKES UI NESOTA
<br />MARK
<br />DATE
<br />DESCRIPTION
<br />A
<br />A
<br />PROJECT NO. 05 -8320
<br />CAD FILE NM4E 83208ase
<br />DRAWN By BDT
<br />DESIGNED BY
<br />PLAT DATE 04 -08 -05
<br />CLIENT PROJECT N0.
<br />TITLE
<br />SITE GRAMM Al
<br />AND
<br />SPC CfFI CATIIOO IBS
<br />SHEET
<br />C2
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