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Plans 07-26-13Q72) 2013 RYAN ENGINEERING EXCELSIOR MCINr Y MAP NOT TO SCALE �Cenmstrmcti*nm 01m For o �M�l� CRnC WOODO' A � � � - - - ��, m r- ►-' yam: - - - -. �i �i DEVELOPER: Marty Schutrop 540 Lakota Lane Chaska, MN 55318 (952) 470 -9400 CIVIL ENGINEER: YA7ineering LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221 -3700 www.ryanengineers.com RECEIVED JUL 2 6 2013 CITY OF CHANHASSEN CITY OF CHANHASSEU RECEIVED JUL 2 6 2013 CHANHASSEN PLANNING DEPT BLUFF CREEK WOODS REVISED SUBMITTAL 7126113 c © 2013 RYAN ENGINEERING GENERAL GRADING AND DRAINAGE NOTES LEGEND CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCA77ONS AT 651- 454 -0002 -- -927 EXISTING CONTOURS EXISTING THE CONTRACTOR SHALL VERIFY THE LOCA77ON AND ELEVATION OF EXIS77NG U77LI77ES AND 927 PROPOSED CONTOURS SANITARY SEWER —< TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD - VERIFY PRIOR TO CONSTRUCTION. 774E WATER CONTRACTOR SHALL IMMEDIATELY N077FY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS SILT FENCE HYD. W /VALVE I'0 ALL CONTOURS AND SPOT ELEVA77ONS ARE SHOWN TO FINISHED SURFACE /GUTTER GRADES UNLESS SHOWN EXISTING SPOT ELEVATION STORM SEWER 44 OTHERWISE. REFER TO PAVING PLAN FOR DETAILED SPOT ELEVATIONS, GRADE PERCENTAGES, AND 93•t VER77CAL CURVE INFORMATION. X95 O PROPOSED SPOT ELEVATION PROPOSED ALL SILT FENCE SHALL BE IN PLACE PRIOR TO INITIATION OF EARTHWORK AND SHALL BE SANITARY SEWER —4— MAINTAINED UN77L VIABLE TURF OR GROUND COVER IS ESTABLISHED, AT WHICH 77ME IT SHALL BE REMOVED. 815.5 FINISHED FLOOR ELEVATION WATER — I TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO 774E GRADING. HYD. W /VALVE —� DRAINAGE DIRECTION THE CONTRACTOR SHALL USE A ROCK CONSTRUCTION ENTRANCE ACCORDING TO THE DETAILS ALL STREETS STORM SEWER —44 DISTURBED DURING WORKING HOURS MUST BE CLEANED AT 774E END OF EACH WORKING DAY. — — - - — —� DENOTES BERM LIMITS THE CONTRACTOR SHALL INSURE POS177VE DRAINAGE IS MAINTAINED FROM THE S17F AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POS177VE OUTFLOW. ALL AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE IMMEDIATELY RESTORED WITH SEED AND DISC MULCHED OR WOOD -FIBER BLANKET OR SOD IN ACCORDANCE WITH THE APPROVED PLANS WITHIN TWO WEEKS UPON COMPLE77ON OF EACH AC77WTY IN ACCORDANCE WITH THE CITY'S BEST MANAGEMENT PRAC77CE HANDBOOK. ' INFIL7RAT70N BAS /NS SHALL BE A MINIMUM OF 1 FOOT /N DEPTH. CONTRACTOR SHALL DIRECT DRAINAGE FROM IMPERVIOUS SURFACE OF HOME AND DRIVEWAY TO INFILTRATION BASIN TO THE GREATEST EXTENT POSSIBLE. �— TOTAL DISTURBED AREA = 0.8 ACRES +/- / TOTAL PROPOSED PROJECT AREA = J.6 ACRES / V / / D e 5 d� 0' 30' 60' 90' / \ / S 1 e SA AF �O' / M Hai C2" J5 /OVA V 1 i D s'9 I 2a Q \ Y per- -CATCH O-E (SQUARE) V.= \ ELEV =981.0 ��`` qq \ 22' \ I i N 18 BCOD PRIMARY- OU TLOT A `a'PRO,Yjy A CaK, �A fO � OP /D z TYPICAL BUILDING PAD ofM� LOWEST FLOOR ELEV. (LFE) — GENERAL HOUSE PAD PREP. AREA -HOUSE TYPE (SWO = SIDE WALKOUT) FINISHED FIRST FLOOR ELEV. / �C��rl 0> t P _ ' ! ` / 0 #96 BITUMINOUS DRIVE INFILTRATION BASIN _ - - -964 190 CUBIC FEET 9� t WATER VALVE 60 -9 20" 9 - 62. taro? ? 24' pR�' "e 964 zcC -- V- - -- BCOD SECONDARY �p 9 bu �Y, \ 24,. / , 4 966 4-1 20 -sr t ' – } 7-7- 968 -INVERT '• � �� — }30 ELEY =961.1 n?"�^•*/ — j\- • -,�fn �� F; I r _` X64 - z 20' g^ _ '3 °. z 68 _ n -cy w ,` +1} % 0 » • -- 1 68- �6 ' I zee Uc' z % o R8' 1 'q CI fr \ l f' i J ^ ./ ^/o ° \ \ \ \ 20111 IZIAV ry \ ��rv\ -f, 016c" � � � � �{G ✓,A � �8 vv v �2' v `� �- „. -, `. -, a,, i r� \ 18\ _9� 8 30, _ 96 r0`' 10" 12' 0 \\ L 3 I ,. i 40' `4 ^� 9 7 I ., J INFILTRA77ON BA$'IN "% 9� 190 CUBIC FEET 968- 16" i C� 0! 24 '' N o L x'10` -___ - 1 `L 28' 24" `S — \ \ \ CONSERVATION :EASEMENT I �10n° / 24' v �- 24 U i CPg MAf YL2, 1 i x'30' 22' rf -fi {� - 962 -� -- _ ��t _go BCOD / PRIMARY EXISTING DWELLING i 20' GRADING FROM PRIMARY BCOD BCOD PRIM / PRIMARY ALL HOMES WILL BE CUSTOM GRADED GRADING SHOWN V A S PO TEN TIA L DESIGN ONLY 5 CllylllCClilly LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221 -3700 www.ryanengineers.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered Engineer under the laws of the State of Minnesota. Signature Registration No. BLUFF CREEK WOODS Chanhassen, MN for MARTY SCHUTROP Project No. Digital Drawing Name Schutrop- Prelim.dwg Drawn By PMR Checked By PMR Date 4/19/13 Revisions 7/26/13 - Updated Survey 7/1/13 Issued For: Date: Schematic Design Design Development . Preliminary Review Final Review Bidding Construction Grading Plan Page C -1 © 2013 RYAN ENGINEERING GENERAL UTILITY N O TES THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS, DETAILS, AND PROJECT SPECIFICATIONS OR AS MODIFIED HEREIN. UNLESS 07HERMSE NOTED, OR AS SPECIFIED IN THE ABOVE NOTE, ALL MATERIALS, CONSTRUCTION TECHNIQUES AND 7ES7ING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY 774E CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2005 EDITION, INCLUDING THE CURRENT ADDENDUM. 774E CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS SERVICE ENTRY LOCATIONS TO BE COORDINATED W/7H 774E ARCHITECT. VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS 07HERMSE NOTED. LEGEND EXISTING Sanitary Sewer 4 WATER HYD. W /VALVE'C STORM SEWER 44 PROPOSED SANITARY SEWER —a WATER — HYD. W /VALVE —I�0 STORM SEWER —N CONSTRUCT WA7ERMA/N SERV/CE---,_. CONSTRUCT SAN. SEWS SERVICE THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR SAWCUT REMOVAL & RECONSTRUCT FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. BITUMINOUS TRAIL AND DRIVEWAY / / SAWCUT REMOVAL & RECONSTRUCT / BITUMINOUS TRAIL / / CONSTRUCT W47ERMAIN / SERVICE / D /V CONSTRUCT SAN. SE SERVICE WS �� 0' 30' 60' 90' �P P QQ0 � 40- D G7 ?' Son MH 5' 05 RE = 962.29 aF �° IE = 952.29 i � Q�N .�r \ D s'•s / / 1E =953. Bf E]-- -CATCH BASI (SQUARE) ELEV. 961.0 L R-11 1 -11 OU TLOT A `APPRO'h'VA Cow GN' of 0, 14' BIT. PRIVATE DRIVEWAY Son MH ,RE = 964.73 IE = 953.78 EXISTING � DWELLING i Qy1EH — BCOD 0 Mu' / - L/ SECONDARY BITUMINOUS DRIVE t -WATER VALVE Ou OU OU — /IE= 954.0f BCOD f 12 0 CULVERT p / / PRIMARY AA IE NE = 961.7 a k IE SW = 961.5 e -INVERT ELEV. 961.1 NZO J � moo. ti ?sa ` 40' \ 4;' i \ 1 2 1 k� BUILDING SETBACKS — — — — — — — ----- T - - - - -� — -- CONSERVATION i EASEMENT I /� � l — — — — — BCOD PRIMARY 40' BCOD PRIMARY F-1 Iylr ICCt illy LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221 -3700 www.ryanengineers.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered Engineer under the laws of the State of Minnesota. Signature Registration No. Date BLUFF CREEK WOODS Chanhassen, MN for MARTY SCHUTROP Project No. Digital Drawing Nome Schutrop- Prelim.dwg Drawn By PMR Checked By PMR Dote 4/19/13 Revisions 7/26/13 - Updated Survey 7/1/13 Issued For: Date: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Utility Plan Page C -2 DRI VEWA YS, HOMES, AND CUL I/ER T SHOWN A S PO TEN TIA L DESIGN ONL Y. NOT INCLUDED IN PROJEC T. F-1 Iylr ICCt illy LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221 -3700 www.ryanengineers.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered Engineer under the laws of the State of Minnesota. Signature Registration No. Date BLUFF CREEK WOODS Chanhassen, MN for MARTY SCHUTROP Project No. Digital Drawing Nome Schutrop- Prelim.dwg Drawn By PMR Checked By PMR Dote 4/19/13 Revisions 7/26/13 - Updated Survey 7/1/13 Issued For: Date: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Utility Plan Page C -2 © 2013 RYAN ENGINEERING 5 FT. KIN. LENGTA STEE. FOB FT. "Ili. LaCTH STEEL POST AT c r 9. VAX. $PAD IAG AT 4 FT. VAX S -ACING S.4NPLEE EROSION CCN`RC1L 0.'AIRTAIn A 16 FU'S 3JFFE3 y�F�H'E'(T,}F FAEFID Y -EXT ° rAERiO 1 T = AsT� ZI° TIES o W, �c s "'ME: ? -AR F R INDIvl�'JrL '_iiS ra rssure yC PLASTID ZP TE3 - ENSI_Ei _ (Sa L4. TEIJSILEi ~`� FAEPI ANx- -OR4OE / SA.'NCU` ALL _OOAT_„ IN T0= a" _ C" r LOCATED ti %P S PCV Bfy4 =ILL ! TTPE Z t� Y Cu t PEFI:'_TH -�,� ! T r t �Au ^ E TI.MIUC•U3 EDGES :X S.Ih a �:ANiCLE Ci ,-TRa „aFnDTi..N ZONE Im TA 5j �'" „�{T .� PE AJ.?C =rvT i:• 1- + FL ^Y: hA'LFA� IL L.JT-- i'' 4;. LE 5�A'ERa P, ' = F�fl'il j FLOn a Y,N. F,�'•1' opr� 1,ATEA �9 s R� r H a �7Y n r.'°*•... sae da tas F s..eo LC 2 C Vi_F�E R ---- -' . '{ -- •- -•aa-- I - - -mac. ,�„ra;<s;'. , -'• ° -• rA n a :' ! 5W +t 17 1 J `ill F l- J -H7.:r q A FE'T`E Till C "M. N, L +r SJTI F.I - MRDi q LT FW EFi- J0.: tif1CMINE ':: ^E �� j i h 6 - 12 "- CEPTH 'y aFnil ' - CREtCEVT ;AL- FETICE L 5rift -_41 AT PROPERTY LINE ! SILT FENCE, MACHINE SLICED SILT FENCE, FEAVY C'JTY �� "3 12" M N. T"" A:i. a5ra e,mtal, 'N 1 - W i:urtl i, tic Dra'•i•F. S F-. VIN. LENG -1. 5-'EL POST V a �,, �T RaE EX :STING EITU;i;CUS SURFACE S GEGT =KALE FA32',w .{t, AT 5 FT. LAk. PAGVv^ 4" ';b1JE a -u �� �A /,ST' q4°A` a ar.+ uu_a+ ,( _'/48 A ?0'!E CAS - N3 PLES .. r .. / FAEPI ANCHCR4GE TRENCH. BACK;= L' ` T `� 1 Y ,.,. .. xRrm� WA'ER YAH -AMPEC NA' -L'RAL $GL , '�"a"'.Y -ArR Fly,f �= 4 J /I% xlz- \ANC 'EN'..' TD EE PLACED OVEi -LAP tIL- FENCE , }:,y`t, " ryw " "�"`i' "'^^^^'° r j t ITCJR. SEE SA ?EJGRrDE STRUT 2" i=iNDOT 2350 1 FE L`d4 '.d AR ,6) EVO -H CFI?ERI A 3E_C'v asTRt1PE TACK COA- T 61N. .TC to $MR s: _E T F,161Etd CCfdTROL 11NA oR 9GI.AR IM-7 PRC KTcN -' XTAL ca.ze 2W MNCOT 2350 TYPE _V3 NGN -:'; AR (3) SLT FENCE, PREASSEM3LEDr)� plAE S- , y'A�. -- ra }ar rssaJ ^tss staff must be aar}aatad ba'a,s an,/tl: dar.a:rng attfr•.:y + Perms er sseo?ntnt car:'a s cre r15casnary at dO't'nsla3in5 wcperty crid street G�AOE VAX =AGTH edges, Note thct sod'mant coitra15 need to prov'ce Cantdnment by J'n ins LESS THAN LX ICD FEET perimeter c r ro a upacpa -into proaerty, 2 - X 75 ^EET + Perim>.: r tent cis :cn ircluce filer logs, rnJch b :-w,,t aid /cr slot fence, ?TL.`il \;a N.J G: i^ -iC20 X 25 FEET Sze tit4�c. ,.pee. :8 ?7 �: 2:73. SA :1 CLT A'.. -- -_CGES. REMOVE EITUM0,0US PATC. -! AREA ANb EN000 -I CLASS b G;1ATER'FAN 2DS 15 FEE' + tarrleorar stack Ilas ca' -rot be laced ti drainaaa swclas, surface srctsrs, cr on ubllc fATERIAL 0 ti GCIAMODA'E A 4,5" EIT VJN -IS PATCH. S r PENCE PER W 3:D SPECS, scu;DE 2bas r' P P P ICA_ COJF.ACTION v- .,RAVE_ BAS_ RECL REO PRIGR TG PA','ING. -EE SrEOS 2573 ffi 362:. LOCATION OF SILT -EVCE streets, anc must have parime:er control 2. p1EC-i ": r ^- ^ 0 To Protest Area =ran Sheet Flex FOR SEA 1 NT �_^ON-RO_ � QR1CN CONTROL 3, CONTRACTOR MAY LSE ',';EA3 COURSE MATERIAL N LPJ OF EASE COORS= ii 2 'Acx6ri rn COr'slutinr+ .Aran; I acre , Mw -ER AL. I� Tcpsol cl._ has a ca-1 um of o 8 in has of talk of 4, U 5 E J: NIP.NG JACK C014 =ACTOR ON EASE COURSE PATC-I. • Ga ^strJ titn ar,t *arcs 1 .a 2" aJSa °. ayshsa rack at a death f 8 I_tn_s. I-cuaa R ?sriT to -a n1_Ic- at 2 finance dsap ora_nd h u_a dir,ctly bsic.4 5. AL -OA' BASE COURSE 70 =U'_LY COOL E -'CRE P A:ING VAEAR COURSE. JA SIR k SILT FEN.^,E NEAT TCE OF ..O�v -�-^" roof It's. If -cuss has rein gLtters, coamacuts need t -o -gy dls_pa!inn. 8. P-ACE 1/4 P,.Yi'OCC CIR'.".'_E OVER CAST \G `IC COAS-R. CT UNIFryRv EOGma• SLOPE OUTSIDE C;T " Slxss- S :sap3r th2i 4:1 .•,'tT po l -.i :"s grada to surface +,ctsrs of the state reed 7" ROLL PATCH FRC• >' ED:;ES TO CENTER. R=MC'v'E OR A.CC MATERL�L DURING GCNSTRJC'10V UM!is a -ceian control blcn4sts crd t6mporary or painanar: aas:Ag. ROLLING SO FA:CH IS TRUE ANC LEVEL VAITH 5 RtROLkDIVG SUR-ACES. + Set HNOct Sac. 3,833 & 2575, CONTP,A•CT R -0 STR INCLINE ALL PATCHr_S PRIOR 70 APPROVAL. LOCATCN OF SILT FENCE 5, VNCOT 23.0- OR11NAi" COMPACTICK MEIHOJ RECURED. FOR P=REMI -E? ^ONTRCL ' 5rales -Nvcd blankets Dv r 1-cl 200'. " S•xalcs -Need chock dams if slops Is 4:1 or gre;to b TYPICAL STREET PATCHING r f OF SILT V1 EROSION CONTROL FOR �' �F AT MANHOLES OR mmm FENCE INDIVIDUAL LOTS (TYP.) CHEM GATE VALVES (BITUMINOUS) REY15EOt 2 -10 PLATE NO.; 52428 REwsm 3-12 PLATE NO,: RtY15ED 2 -13 PLATE N0 ENGINEERING DEPARTMENT FaIE NAME 3. ENG sPECS\63DO ENGINEERING DEPARTMENT 5300 FlLE ED'A2 ' ENO \SPECS \53028 ENGINEERING DEPARTMENT 53028 FlLE NAlaE :C: ENG \SPECS \32G2B VARI.A3LE I Street PL CL ?L Ytriatle VAR AB_E FENCE c. r, POSTS ' I P11N1MUM 11' 12' 1!AR -5 i t I 1/2 "PER FT. S_CP1Z 4e a: Genes scat TO'NAiRD 4iCAD:4'AY I Tap 6" { X CLR3 r iiC'c'c'csss "'AdL Curb box xi:h 1.1%4" � `,YE PLJOGED EYC� � ! standplaa era a :c :lcrarr rod f3 BEND TOPS ^vl_ TYPICAL -� I i� a'vC SCR -2E 'rl MIV. SLOaE 1/4" PER FOOT 3" MNCCT 23 C _W' 24.5^.3133 - i V CLASS 5 EASE \, 2 "X2" '' ",1ARKER- \\ S=: NOTE 2. (1C, i .,R.SHEO' z j 1/2 PIPE CIA.IE -EFT MIN, CO :v,zACTED SLSGRADE = 1 c i' cter Sams ^e \ PER O L ENGINEER SANITAgY DE'r "fER S �1' Typa "K�Coppsr X "" Corpornticn Cock CRAVIT M 11 'i - „ Concrete Sloax Suppert SrA "• \I IARY `c''iER S RV CE CONNE�TCU �' AIL. SERVICES TO oa JSE. !N C0 \J R TIOi ,13 TH =_Aal ., < °; Pc 'r MANS FOR �_ =Tin ^F CCVER 1! F='cT OR LESS. ROTES• 1. SHOULDERS TO BE RACKFILLEC AND RESTORE13 WTH 3" OF TC�=SOL ANC 140`E "a: NOTES: RE- VEGETATEC 'd; "H SOC OR 5Er. / VJLCH. 1. Cc not plLg end a` cart: atop. I., SCLVENT ',',ELC ALL JONTS. (NON GAS {ETE3) 2. THE CJN-RACT03 OR DEVELOPER SHALL SU'?LY A 2 " =AR 1CCR MAINTENANCE 2. Ada 8" crir^ped a ;ta' :o cLrb stcp. L. ';HEN SAN TARY SE''AER SERVICE IS NOT ACC'GNPANIED EY A ','AT°R SERVICE '.N EGNC UPGfJ CITY ACC "F AttCE. 3. The coDn, scrvlco lino bal;03r the nc'n anc curs box T -E SAME TR_J. ^H, INSTALL A e' HEAVY VETAL FENCE =GST NEXT TO 2 X 2 S-01 ae One cort'ml.s ps s of pp'ng, .p'ica3 «il rc: 0e permi:sc MARKER AND FAINT TC.P 6. OF POST =LORESCENT GREEN 3, THIS CE -A'L f SPECIICATIC'NS ARE :' NIF''UVW RECUI%EVEN'S, A.DCITCN.AL CESI ^„V 4. Ccrperot'cn cock to be 1" x 1" i -slda diamets-. CLEANOUT REQJIRED ON oRIVA.TE pRCPERT`! 1= DISTANCE =RCM WAIN "•0 HOUSE MAY BE REQJIRZO CE :E \CIVG ON EXSTNG SUB -GRADE SOIL CGNCITICN "a. 5. Sadd'as "ecuirec cn o" C1,P or smaller roils cra cll rrol -s EXC =EC "a 9C FEET. 4. E TUMINCUS TAA1'_S k1Av NOT SE CONSTRUCTE CN LNSUITABLE SOILS. NO `P,ASTE and all mclns 12" cr Icrker. 4. ALL PIPE SHALL 'E EECCED CN 3RAtiULAR BORROW 314 -A --R COJRSE FILTER MATERIAL, ELACX CRT, OR CRGAN'C SCILS ALLC':','ED. 8. Sadd'es when rcquiraa ah:al to =ord 3:413 F2C2 douols strap. AG3REGATE ;3'42H), 7. S:oin ass Steel soac =_s ^acuirad an al PVC y Qc�OF BITUMINOUS WATELti OF TYPICAL SANITARY TRAIL SERVICE SEWER SERVICE PE\ASED: 1 -10 FTE N0.1 RE�15EO12 -11 PLATE NOa REIISED:3 -08 PLATE ND,: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 1005 ENGINEERING DEPARTMENT 2001 FlLE NAt,�:O: \ENG'\SPECS\521E 521'6 FlLE NANE:O: ENG SPECS 1006 FILE NAIAE:G: NC E 2GD1 7 M7 Engineering LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221 -3700 www.ryanengineere.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered Engineer under the laws of the State of Minnesota. Signature Registration No. BLUFF CREEK WOODS Chanhassen, MN for MARTY SCHUTROP Project No. Digital Drawing Nome Schutrop- Prelim.dwg Drown By PMR Checked By PMR Dote 4/19/13 Revisions 7/26/13 - Updated Survey 7/1/13 Issued For: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Date: Details & Notes Page C -3