Loading...
CAS-09_BLUFF CREEK WOODS-7331 HAZELTINE BOULEVARDADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM SURVEY FOR: MARTIN SCHUTROP SURVEYED: June, 2013 DRAFTED: June 25, 2013 REVISED: July 1, 2013, to show propane tank low area north of shared driveway. REVISED: July 8, 2013, to change frontage of Lot 1 and adjust utility and driveway easements. REVISED: July 9, 2013, to modify easements. LEGAL DESCRIPTION: Beginning at the center of Section 9, Township 116, Range 23, Carver County, Minnesota; thence West along the North line of the Southwest Quarter of said section a distance of 228.05 feet; thence deflecting to the left 49 degrees 15 minutes a distance of 514.8 feet along the Easterly right-of-way line of State Highway No. 41; thence deflecting to the left 130 degrees 45 minutes on a line parallel to the North line of the said Southwest Quarter of said section a distance of 571 feet more or less, to a point on the East line of the Southwest Quarter of said section distant 390 feet South of the center of said section; thence North along the East line of the Southwest Quarter of said section a distance of 390 feet to the point of beginning, according to the United States Government Survey thereof and situate in Carver County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct, and that any matters of record, such as easements, that you wish shown on the survey, have been shown. 2. Showing the location of existing improvements we deemed important. 3. Setting new monuments or verifying old monuments to mark the corners of the property. 4. Showing elevations on the site at selected locations to give some indication of the topography of the site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site. 5. We show a proposed division of the property. Please review the proposal to see that it is what you intend and submit to those governmental agencies that have jurisdiction to obtain their approvals, if you can, before making any decisions regarding the property. rC ;cjb O ,v96 - --b96 � N 89'22'47" W A�gds� / BITUMINOUS DRIVE 228.05 (�ESC.) -NORTH LINE OF THE SW 1/4 OF SECTION 9 s4 - y� 'dc- •••--------b96-'"--227.54 (MEAS)-- �6 i96 0. .fWND IRON (CENTER OF SECTION 9) __WATER VALVE Q GCP — 06' o Du --- -" -- OU --- ---- Du — , 1 Du I 11 4 O / _29 24" 10.0� / _96 _-- ' C g6' PRgo 2- 10" o\ 'Z 24' o �„ / J ``• \ 2 20 1 49 �ti o \ ' 24' _ ��'� � 4 sT I' /\ �` '' < ,b96- , STANDARD SYMBOLS & CONVENTIONS: `�' `;'° %. ••T \ _ _ _ _ _ , _ _ , - - Cb CW 16" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. / /? /I ��,., }\ 2 K, -sss - _ _ _ _ _ _ 1 _t96i I \ '" < --968- 30" - 7 - 30' _ J CERTIFICATION:\\oL� --o'- -- --- 12+_ I hereby certify that this plan, specification, report or survey was prepared by me or under my direct P{ ,' 66 / I 24'- ' \ , _ _ _ _ _ - - - - - .. _ _ _ _ 1 " supervision and that I am a duly Licensed Professional Engineer and Licensed Land Surveyor under the \°� 5A, 22" ;tib'/ I ' <`�� ems\ \ — _ `968- laws of the state of Minnesota. �P� / _996_ 2 _9 \ mp I Q Signature: 2gmw/�, 1/-a4yt, Typed Name: James H. Parker / �P�°� ,' any // i _ __ 12" 36' Date: July 26, 2013 Reg. No. 9235 �" -996- I j ��6' \ \ • < ` 1 U — — — — \ < I I CITY OF CHANHASSEN RECEIVED JUL 2 6 2013 CHANHASSEN PLANNING DEPT RECENFF" JUL 2 6 2013 CITY OF CHANHASSEN GRAPHIC SCALE IN FTM 1 f inch = 30 ft SCANNED 120 40 36 �! N / :°C,/i <� tea'\ Iej�Miy 2° 0 3�32� 12" ItI I A � �. <,� I ; Rid. �. \ • ' \ I 1 / \ \ O P / \ .--CATCH BASIN (SQUARE) 9 < ELEV.\'2 2 I I O O�✓j22 o 15 101 1 ° 14 - \ � SANITARYO S 1�� O' / \ 1 -- _ -966-- -- - - 24 - \ \ 10„ 6„ 0U TLOT A 2' \\ \ 10 \ \ <\ PRIMARY ; ZONE L \\ ' O \ 962--- I 22' .Z96" EXISTING DWELLING PR �I�L�-PUE — — — — — — — — — — — — — — — — — — — — — �1J -- \--355.53-- o o--216.00-- --571.53------------ ;' T I •. FOHND IRON 0.5 FT N 89'22'47" W NORTH OF Fv COMPUTED PRg ORS POE � i �I ��- 130336 2013 07 ,246 A JP © 2013 RYAN ENGINEERING LAKE MINNETONKA ALBA BAY 0 SHOREWOOD EXCELSIOR HWv z CHRIS S S� LAK HWY 62 CHANHASSEN LUCY RD. VL m LAKE a o MINNEWASHTA L K �, m L CC U = N LA LAKE � J DOWNTOWN HWY 5 SITE LAKE Norm SUS LYMAN BLVD. V10INf1Y MAP NOT TO SCALE Construction Plans For BLUFF CREEK WOODS Chanhassen, Minnesota DEVELOPER: Marty Schutrop 540 Lakota Lane Chaska, MN 55318 (952) 470-9400 CIVIL ENGINEER: an Engineering 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 CHANHASSEN RECEIVED JUL 2 6 2013 CHANHASSEN PLANNING DEPT $CANNED BLUFF CREEK WOODS REVISED SUBMITTAL 7126113 © 2013 RYAN ENGINEERING GENERAL GRADING AND DRAINAGE NOTES CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCAT70NS AT 651-454-0002 THE CONTRACTOR SHALL VERIFY THE LOCAT70N AND ELEVAT70N OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY N077FY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. ALL CONTOURS AND SPOT ELEVA77ONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS SHOWN OTHERWISE. REFER TO PAVING PLAN FOR DETAILED SPOT ELEVATIONS, GRADE PERCENTAGES, AND VERTICAL CURVE INFORMATION. ALL SILT FENCE SHALL BE IN PLACE PRIOR TO INI77AT70N OF EARTHWORK AND SHALL BE MAINTAINED UN77L VIABLE TURF OR GROUND COVER IS ESTABLISHED, AT WHICH TIME IT SHALL BE REMOVED. TEMPORARY PONDING, DIKES, HAYBALES ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING. THE CONTRACTOR SHALL USE A ROCK CONSTRUCTION ENTRANCE ACCORDING TO THE DETAILS. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IS MAINTAINED FROM THE SITE 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 K17H A POSITIVE 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 COMPLET70N OF EACH ACTIVITY IN ACCORDANCE WITH THE CITYS BEST MANAGEMENT PRAC77CE HANDBOOK. INFILIRA T70N BASINS SHALL BE A MINIMUM OF 1 FOOT IN DEPTH. CONTRACTOR SHALL DIRECT DRAINAGE FROM IMPERVIOUS SURFACE OF HOME AND DRIVEWAY TO INFILTRAT70N BASIN TO THE GREATEST EXTENT POSSIBLE. LEGEND TYPICAL BUILDING PAD --`927-- EXISTING CONTOURS EXISTING 60 927 PROPOSED CONTOURS SANITARY SEWER-4 0 0 SILT FENCE WATER 'n `° HYD. W/VALVE ---'0 60, EXISTING SPOT ELEVATION STORM SEWER 44 93.1 X95 0 PROPOSED SPOT ELEVATION PROPOSED LOWEST FLOOR ELEV. (LEE) SANITARY SEWER —4 25.0 GENERAL HOUSE PAD PREP. AREA 815.5 FINISHED FLOOR ELEVATION WATER — I HYD. W/VALVE —I—� SWO HOUSE TYPE (SWO =SIDE WALKOUT) DRAINAGE DIRECTION 29.0 FINISHED FIRST FLOOR ELEV. STORM SEWER —N DENOTES BERM LIMITS S0�YC — BCOD SECONDARY INFILTRATION BASIN TOTAL DISTURBED AREA = 0.8 ACRES - ' a BCOD TOTAL PROPOSED PROJECT AREA = 3.6 ACRES +/- / / � 0 AA ' y \ PRIMARY �e 24' ,vf 10" / / — _ — \ / _ 968 , -INVERT - _ 49 ELEV.=981.1 y 30- 20' GRADING FROM PRIMARY BCOD BCOD / PRIMARY 0' 30' 60' 90' LI lyll1CC111l 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 Nome Schutrop-Prelimdwg Drown By PMR Checked By PMR Date 4/19/13 Re visions 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 U TIL l T Y N O TES THE CONTRACTOR SHALL VERIFY ALL EXIS71NG CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES ALL WORK SHALL BE CONSTRUCTED /N ACCORDANCE WI774 THE CITY STANDARD SPECIFICATIONS, DETAILS, AND PROJECT SPECIFICATIONS OR AS MODIFIED HEREIN. UNLESS 07HERMSE NOTED, OR AS SPECIFIED /N THE ABOVE NOTE, ALL MATERIALS, CONSTRUCTION TECHNIQUES AND 7ES77NG SHALL CONFORM TO 774E 1999 ED. OF 774E "STANDARD U77LI77ES SPECIFICA77ONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIA77ON OF MINN." AND TO THE "STANDARD SPECIFICAT70N FOR HIGHWAY CONS7RUCTION" MINN. DEPT. OF TRANS., 2005 EDITION, INCLUDING THE CURRENT ADDENDUM. 774E CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTS/DE OF 774E PROPERTY LIMITS. SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE S17E PLAN FOR LAYOUT DIMENSIONS SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH 774E ARCHITECT. VERIFY EXIS77NG INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. THE WATER SERVICE SHALL BE INSTALLED WI774 A MIN. OF 7.5 FT. OF COVER. ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS 07HERMSE NOTED. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR U77LITY LOCA77ONS PRIOR TO U77LITY INSTALLATION. LEGEND Sanitary Sewer WATER HYD. W/VALVE STORM SEWER SANITARY SEWER WATER HYD. W/VALVE STORM SEWER —I—moo —N CONSTRUCT WATERMA/N SERVICE--� CONSTRUCT SAN. SERVICE SAWCUT REMOVAL & RECONSTRUCT BITUMINOUS TRAIL AND DRIVEWAY / / S WCUT REMO A L & RECONSTRUCT CONSTRUCT WATERMAIN SERVICE' SERV/TRUCT SAN. SEWE / D� / t� /Son MH ,RE = 964.73 lE = 95J 78 EXISTING .� 44 a$ / — — — — _ _ DWELLING i osz BCOD 0 M�+"� / ' SECONDARY BITUMINOUS DRIVE C7t -WATER VALVE BCOD / PRIMARY / BCOD PRIMARY — PRIMARY i' X OUTLOT A X o `��.. Ll ly II ICCI II l 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 Name Schutrop-Prelim.dwg Drown By PMR Checked By PMR Date 4/19/13 Revisions 7/26/13 - Updated Survey 7/11/13 Issued For: Date: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Utility Plan Page C-2 © 2013 RYAN ENGINEERING 5 FT MIN. LENGTH STEE_ POST 5 �• NI'.. LENGTH $TESL POST AT a T. vAx. SPAC Nc ' T s MI MAXLSPACRua SAMPLE EROSION (:CN-ROL kA&TAIN A 1s FQcT E,1FW � �;7 > TtE FABRIC 8 WIDE 1L, FmBRI' ,. %i lREEN mr€ W WATER 2LAST1a 2� `IE', E 3s �roE '_�N FOR INDIVIDUAL -i?TS P:Asna LP TEs fAND o1eNIs7E3 saL EXISTING MANHOLE OR ' 7 L5> TENSI.Er (aa I.S.TEN&LE) + F AN `+ RAVE SA�yrCU- ALL xAAtEC n TOP a" T � ,� LL . . . . . . . . . . " " . . . ! TYPE 2 KAVY au ^r PEPoNFTE B TUMINOJS EDGES CA VALVE TIRE CGNPACTICN ZONE LOCATED 'N OP a" r uA u I �^ 1 NATURAL SOI. aalUTRy AT.h6_'NT TO r b FLDx t LOT i a RrAc: wAm c» warAA I su1-ACE wATERs -TYi - R�OPr' J FLOW a„N'N F 0'v1 '+ ... &1,11 Woo LOT 2 ASWI E b'9 �CPRW 2- J-tFCax SILT FENCE 1 CHINE" SLICE j eert Fai T=WDR AT PROPERT" ,ins. n'N amM +- 12DEPTH �'y OF RON ' - CRESCENT 3L_ FENCE z6y 111fm__Al a.r PROPERTY LINE t SILT FENCE, MACHINE SLICED SILT FENCE, HEAVY DUTYtj) r Na 12" MIN. It ruts rarNara ltTrcao 'F'fl 5 In a+o 7. MIN. LE.NGTY. STEEL POST j EiT FENCE r e AT a FT. MAX, SPACING 30" x11LE fA3RIC ' ` .!, I EXISTING BITUM!{SUS SURFACE �.sr — ; 3ah17E R_r- �v� gty(y j4" A30vE CAS N3 F=RRdETIR 3 ITHAi,' MULa1 STAPLES I U I FABRIC ANCHORAGE TRENCH. BACKFLL r W1TH TAMPED NATURAL SO' L I �; - wArER FLOW d 2 + FLOiL' � � - Z cuss uk QJ_1tR zC al z2X1C0 BE PLACED Oeluut_ stLT Force 2" MNDOT 2350 TYPE LV4 WEAR (B) r fi' -3 . ONSEE SLCPE/GRADE sREeT `P A ANDCRl BELOW _NTRMCE TACK COA- 1 IN. =_TORu $EWER W-ET 5+pE SE�IMEN` CONTROL 00 OR SIMILAR #%sT PRCM-0CN DUAL 6X2A 214" MNOOT 2350 TYPE LV3 NON —WEAR (3) SILT FENCE, PREASSEM3LED= 11SiO 'Woter resouces staff must be contacted be'o,e any/cll dowatering activity '4Par'meter sediment ccn:_a ore necessary at dcansloDing orapar'Ly and street edges. Note that sedlment controls need to prolics conto'nmsnt by tu:mint VAX_ENGTHR 105 FEET perimeter carGo!s ups:ope-into property. 3ATGHIN3 NO ES: 2 - 5, R 7d FEET * Per�metar controls can include flier lags, m-lah berms aid./ar SOL fence. a5r2 - - X IS 25 FEET Pwe 25 FEET " Sea MNJct s 3897 & 2573. % SAW CUT AL_ EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS .5 SALT FENCE PER MNOOT SPECS, SOURCE 2005 GREATER THAN 25R 15 FEET • Tornporary stockpiles co -not be placed ii droemas swclss, surface wetsm or on public MATERIAL -0 A'CCOMMODATE A 4.5" BITJMINCUS PATCH, SEE SPECS. 2573 & 3869. streets, and must have perimeter control 2. MEC-,ANICA_ COMPACTION OF GRAVE_ BASE REQUIRED PRIOR TO PAVING. .V To Protect Area =ram shoot Flaw LOCATION OF SILT RN _ FOR SEDIMENT CONTRO'EROSION CONTROL 3, CONTRACTOR MAY USE 'WEAR COURSE MATERIAL N LIEU OF BASE COURS= 102 Maximum CortrTbutinG Area; 1 Aare • Topsal-Sl:e has a minimum of 4-6 Inches of tepaof, MATERIAL. + IE Construction ant"anee-1 ;a 2" coa- "sheo race at a depth of 8 Inches. 4. USE JUMPING JACK COMPACTOR ON BASE CCURSE PATC1, VAR'AB 5RA9L House RcaP ?arlmeter-Strow rl1_Ic" at 2 Inches deep ara,;nd house directly belov; 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING '''A'EAR COURSE, SILT FENCE NEAR TOE OF ' � 4�.�=-'' �"- roof line. If -ouse has rain gLtters, cownoouts need e--ergy diss'patinn. 6. 11/4" PLYNOOD CIRCLE OVER CASING TO CONSTR.;CT UNIFORM EDGES >•. SLOPE OUTSIDE OF + Slopes-Steoper than 4:1 & positive grade to surface watsrs of the state need 7, ROLL PATCH FROM EDGES TO CENTER. REMCVE OR ADD MATERIAL DURING CONSTRUCTION LIMITS e*oefan control bian<sts and temparory or pemloner. A C sewing, ROLLING SO PH IS TRUE AND LEVEL WITH SJRROUNDING SURFACES. See MNDot Soea, 3885 & 2575. CONTRACTOR -0 STRINGLINE ALL PATCHES PRIOR TO APPROVAL. LOCATION OF SILT FENCE t S. MNDOT 235C-ORDIAARv COMPACTION METHOD REQU RED. FOR PEREMI-ER CONTRCL Swales-Need blankets over I-01 200'. Swales-Need check dams If slope Is L: i cr graatar, rnrn��pp1 TYPICAL STREET PATCHING LiltVr SILT v[ EROSION CONTROL FOR AT MANHOLES OR IMMM FENCE Comfy INDIVIDUAL LOTS (TYP,) GATE VALVES (BITUMINOUS) REMISM 2-10 PUS NO.; REMSM. 3-12 ENG,NEERING DEPARTMENT PLATE No.. 5300 2-13 ENGINEERING DEPARTMENTPLATE NO.: 53028 FILE NAME:a ENGINEERING DEPARTMENT 5202B FM.E NAME: d G 5PM 0 J ILFILE NAME; G: ENG SPECS a3(f28 u. z VARIABLE I P L Variable ! a AB, E G - FENCE POSTS MINIMUM IV 12' I 'VARIES —� 2 1 "PER FT. SLOPE I 8' Ve:o! Pence ocat / I darotirtg curb box. - TO15`ARD ROADWAY I Tap 6" painted plus. CURB I £ idYE PUGGED EN I a 7r`�.. Curb box with 1 1/4" ¢ standplpe anc stationary rod T �r/8 BEAD TOPSOIL TYPICAL— I 8" aVC SDR-26 PIPE MIN. SLOPE 1/4" PER FOOT 3" MNDOT 2350 LV'AS450,303 — 8" CLASS 5 BASE N SEE2NOTE 2. (1COX CRLSHED) z-1/2 PIPE OIAMETER MIN, COMPACTED SUBGRADE vtc:ar Service PER SOIL ENGINEER n " "--SANiTARY SEWER 1"X'" Corporation Cock/ Typo K Copper GRAVITY MAIN Concrete BlocX Support SANITARY S:_'A,ER S'=RV'CE C,{ONNE: T ON DE -A _ SERVICES TO 3E USED IN CONJUNCTION •NTH =LASE'WER fator Mair MANS FOR DEPTH OF COVER 16 FEET OR LESS. INO-ES: 1. SHOULDERS TO 3E 3ACKFILLED AND RESTORED W'TH 3" OF TOPSOIL AND NO ES: =S: RE-VEGETATEO W-H SOO OR SEED / MULCH. 1. Cc not plLg end a` ci rb stop. SOLVENT ',WLC ALL JOINTS. (NON GASKETED) 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 1009 MAINTENANCE 2. Add 8" crirsped o.gto' .a curb stop. 2';'IHEN SAN TARY SEWER SERVICE IS NOT ACCCWPANIED BY A ':,ATER SERVICE N BOND UPON CITY AOCEPTANCE. 3. Tha aapas* service no bstwssr+ he main one curd box THE SAME TRENCH, INSTALL A 9' HEAVY METAL FENCE POST NEXT TO 2 X 2 3, THIS DE -AIL SPECIFICA.TICdNS ARE MINIMUWN REGUIREMEN S, ADOITIQNAL CESION 90-01 be one cort'nous piece of piping, splices will no; oe permittea MARKER AND PAINT TOP $" OF POST FLORESCENT GREEN, a / 4. Corporation cock to be 1" x 1 inside diameter. . CLEANOUT R_Q, IREJ ON PRIVATE RCPERTY IF DISTANCE FROM WAIN TO HOUSE MAY BE REWIRED DEPENDING ON EXST.NG SUB -GRAD= SOIL CONDITIONS. 5. Saddles eculrec cn 8" DIP or smaller wain$ arc all malts EXCEEDS 9C FEET, 4, BITUMINCUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS, NO WASTE and all mains 12" or larger. 4, ALL PIPE SEAL_ 3E BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 6. Saddles when requlrec aholl be Ford style F202 double strap, AGGREGATE (3'49H). 7. S.ain ess steed sacc es •eeuirsd on al PVC wc.errrla'r. �pI� affor BITUMINOUS (10F TYPICAL Iffff TYPICAL SANITARY WATER TRAIL SERVICE SEWER SERVICE REVSED; -14 PLATE NOa REVISED; 2-19 ENGINEERING DEPARTMENT PLATE No.: REVSED: 3-09 PLATE NO: ENGINEERING DEPARTMENT 5216 FlLE NANE:G: Na cs 1 1005 FILE ENGINEERING DEPARTMENT 2001 FILE NAME; 0: ENG SPECS to CI I y I I ICtrl if ly 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. Date BLUFF CREEK WOODS Chanhassen, MN for MARTY SCHUTROP Project No. Digital Drawing Nome Schutrop-Prelim.dwg Drown By PMR Checked By PMR 4/19/13 Re visions 7/26/13 - Updated SL"ey 7/1/13 Issued For: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Date: Details & Notes Page C-3 FI PLAT FILE NO. C.R. DOC. NO. CITY OF CHANHASSEN RECEIVED SCANNED JUL 2 6 2013 CHANHASSEN PLANNING DEPT BLUFF CREAK KNOW ALL PERSONS BY THESE PRESENTS: That Martin K. Schutrop and Kathleen M. Schutrop, husband and wife, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: Beginning at the center of Section 9, Township 116, Range 23, Carver County, Minnesota; thence West along the North line of the Southwest Quarter of said section a distance of 228.05 feet; thence deflecting to the left 49 degrees 15 minutes a distance of 514.8 feet along the Easterly right-of-way line of State Highway No. 41; thence deflecting to the left 130 degrees 45 minutes on a line parallel to the North line of the said Southwest Quarter of said section a distance of 571 feet more or less, to a point on the East line of the Southwest Quarter of said section distant 390 feet South of the center of said section; thence North along the East line of the Southwest Quarter of said section a distance of 390 feet to the point of beginning, according to the United States Government Survey thereof and situate in Carver County, Minnesota. Has caused the same to be surveyed and platted as BLUFF CREEK WOODS and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Martin K. Schutrop and Kathleen M. Schutrop, husband and wife, have hereunto set their hands this day of 92013. Martin K. Schutrop STATE OF MINNESOTA COUNTY OF Kathleen M. Schutrop The foregoing instrument was acknowledged before me this _day of , 2013, by Martin K. Schutrop and Kathleen M. Schutrop. Notary Public, My Commission Expires County, Minnesota Notary Printed Name I hereby certify that I surveyed and platted or directly supervised the surveying and platting of the land described on this plat, this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; all monuments depicted on this plat have been, or will be correctly set within one year; all water boundaries and wet lands as of the date of this date are shown and labeled; and all public ways are shown and labeled. James H. Parker, Registered Land Surveyor Minnesota License No. 9235 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by James H. Parker, Minnesota License No. 9235, was acknowledged before me this day of .2013. Notary Public, My Commission Expires RECEIVED JUL 2 6 2013 CITY Of CHANHASSEN County, Minnesota Notary Printed Name X00jos CHANHASSEN, MINNESOTA This plat of Bluff Creek Woods was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of , 2013, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: Mayor COUNTY SURVEYOR, Carver County, Minnesota LE Clerk Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 12013 John E. Freemyer, County Surveyor Un COUNTY AUDITOR/TREASURER, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this Laurie Engelen, County Auditor/Treasurer By: COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of BLUFF CREEK WOODS was filed this No. Carl W. Hanson, Jr., County Recorder By: day of , 2013 at o'clock day of .M. as Document 2013 ADVANCE SURVEYING & ENGINEERING CO. SHEET I OF 2 SHEETS SCANNED SHEET 2 OF 2 SHEETS © 2013 RYAN ENGINEERING LAKE MINNETONKA ALBA BAY 0 SHOREWOOD EXCELSIOR HWv w Z CHRIST S P� LAK HWY 62 CHANHASSEN LUCY RD. v CO z Z LAKE a o MINNEWASHTA Q gK N mL U= M LA = Q N ti LAKE � DOWNTOWN HWY 5 SITE LAKE NORTH SUS LYMAN BLVD. VICMY MAP NOT TO SCALE Preliminary Plans For BLUFF CREEK WOODS Chanhassen, Minnesota DEVELOPER: Marty Schutrop 540 Lakota Lane Chaska, MN 55318 (952) 470-9400 CIVIL ENGINEER: 1000 yr4n Engineering LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221-3700 www.ryanengineer8.com BLUFF CREEK WOODS SUBM17TAL 4119113 © 2013 RYAN ENGINEERING LEGEN D Sanitary Sewer WATER HYD. W/VALVE STORM SEWER WETLAND 141 F 000 NFO FGE G oU�\-GA PRg�R PGE AFT\ \ \ BCOD SECONDARY 962 � 0 0' 50' 100' 150' LI1%J.11ICCI 111 LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221-3700 www.ryanongineers.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 Name Schutrop-Prelimdwg Drown By PMR Checked By PMR 4/19/13 Re visions Issued For: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Date: Existin.9 Conditions Plan Page P-1 © 2013 RYAN ENGINEERING DEVELOPMENT DATA ZONING: EXISTING ZONING. BLUFF CREEK OVERLAY DISTRICT PROPOSED ZONING: LEGAL DESCRIPTION THAT PART OF THE NE1/4 OF THE SW1/4 OF SECTION 9, T. 116, R. 23 DESCRIBED AS: BEGINNING AT CENTER SECT 9 THNCE WEST ALONG THE NORTH LINE OF SAID SW1/4 228.05' THEN DEFLECTING LEFT 49 DEGREES 15 MINUTES A DISTANCE OF 514.8' ALONG EASTERLYY R—O—W OF HWY 41 THEN DEFLECTING LEFT 130 DEGREES 45 MINUTES ON LINE PARALLEL TO NORTH LINE OF SAID SW1/4 571' TO PT ON EAST LINE OF THE SW1/4 390' SOUTH OF CENTER OF SAID SECTION, THEN NORTH ON EAST LINE SW1/4 390' TO THE POINT OF BEGINNING DEVELOPER: MARTY SCHUTROP 540 Lakoto Lane Chaska, MN 55318 LOT AREA DATA SINGLE FAMILY DEVELOPMENT AREA 3.57 t AC LOT NUMBER AREA S.F. BLOCK 1 OUTLOT A 33,980 t 1 43,418 f 2 44,505 f 3 33, 843 t Total BLOCK 1 155,746 f 41,505 t (Net of Easement) BLUFF CREEK WOODS F PRg�R PGE --- c on DRIVEWAY N 89022'47" W G PRg�R PGE , o", 571.00 '.28.05 DEED) - BCOD SECONDARY — \ — BCOD PRIMARY 00- �01 E PRBOR P E \Z \�0 X �tq0 cD V0 0' 50' 100' 150' LI 1911 ICCI II IIJ. 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 Name Schutrop-Prelim.dwg Drawn By PMR Checked By PMR Date 4/19/13 Revisions Issued For: Date: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Preliminary Plat Page P-2 � © 2013 RYAN ENGINEERING GENERAL U TIL / T Y N O TES THE CONTRACTOR SHALL VERIFY ALL EXIS71NG COND17IONS PRIOR TO CONS7RUCTI0N AND N077FY THE OWNER OF ANY DIFFERENCES ALL WORK SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS, PROJECT SPECIFICA7IONS OR AS MODIFIED HEREIN. UNLESS OTHERWISE NOTED, OR AS SPECIFIED /N 774E ABOVE NOTE, ALL MATERIALS, CONSTRUCTION 7ECHN/QUES AND TESTING SHALL CONFORM TO 7HE 1999 ED. OF THE "STANDARD U77LI77ES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLA77ON AND SANITARY SEWER AND STORM SEWER INSTALLA77ON BY 7HE CITY ENGINEERING ASSOCIATION OF MINN." AND TO 7HE "STANDARD SPECIFICA77ON FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., 2005 EDITION, INCLUDING 7HE CURRENT ADDENDUM. THE CONTRACTOR SHALL RECEIVE 7HE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF 7HE PROPERTY LIMITS SEE ARCH. PLAN FOR EXACT BLDG. LOCAT70N. SEE S17E PLAN FOR LAYOUT DIMENSIONS SERVICE EN7RY LOCA77ONS TO BE COORDINATED W77H 774E ARCH17ECT. VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. 7HE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR U77LITY LOCATIONS PRIOR TO UTILITY /NSTALLAT70N. ZONING DATA PROPOSED ZONING MINIMUM LOT SIZE MINIMUM LOT FRONTAGE MINIMUM LOT DEPTH FRONT YARD SETBACK REAR YARD SETBACK SIDE YARD SETBACK MAXIMUM LOT COVERAGE BUILDING DATA "RSF" SINGLE FAMILY RESIDENTIAL 15,000 SQUARE FEET Q FEET 125 FEET 30 FEET 30 FEET 10 FEET 25 PERCENT REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. / / SITE DATA Sq. Ft. Acres / GROSS SITE AREA 155,746 f 3.57 t / RIGHT OF WAYS 0 0 OUTLOT A 35,433 f 0.81 t NET SITE AREA 120, 313 f 2.76 f SITE DENSITY 3 SINGLE—FAMILY DWELLING UNITS ON 3.57 AC. = 0.84 D.U./AC. — GROSS 3 SINGLE—FAMILY DWELLING UNITS ON 2.76 AC. = 1.09 D.U./AC. — NET LEGEND EXISTING Sanitary Sewer 4 WATER — HYD. W/VALVE STORM SEWER —44 PROPOSED SANITARY SEWER —� WATER — I HYD. W/VALVE —ISO STORM SEWER —44 / / WA7ERMA/N SERVICE SAN. SEWER SERVICE D DR W Y moo.% n �o l 953.8f son MH RE = 962.29 lE = 952.29 OUTLOT A I� k MH = 964. LL i 'o = Ai . 8 �.i5 I14'' B;T. PRIVATE VEWAY \ .Nn BUILDING SETBACKS- \ EASEMENT 18• WET 0' 50' 100' 150' LI IIJ. II ICCI II l LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221-3700 www.ryanongineere.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-Prehm.dwg Drown By PMR Checked By PMR Dote 4/19/13 Revisions Issued For Date: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Preliminary Site & Utility Plan Page P-3 © 2013 RYAN ENGINEERING GENERAL GRADING AND DRAINAGE NOTES CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCA77ONS AT 651-454-0002 THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIA77ONS. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS SHOWN OTHERWISE. REFER TO PAVING PLAN FOR DETAILED SPOT ELEVATIONS, GRADE PERCENTAGES, AND VER77CAL CURVE INFORMATION. ALL SILT FENCE SHALL BE IN PLACE PRIOR TO INI77AT70N OF EARTHWORK AND SHALL BE MAINTAINED UN77L VIABLE TURF OR GROUND COVER IS ESTABLISHED, AT WHICH 77ME IT SHALL BE REMOVED. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING. THE CONTRACTOR SHALL USE A ROCK CONSTRUCT70N ENTRANCE ACCORDING TO THE DETAILS. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IS MAINTAINED FROM THE SITE AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUC770N. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. ALL AREAS DISTURBED AS A RESULT OF CONSMUCT70N SHALL BE IMMEDIATELY RESTORED WITH SEED AND DISC MULCHED OR WOOD —FIBER BLANKET OR SOD IN ACCORDANCE WITH 7HE APPROVED PLANS WITHIN TWO WEEKS UPON COMPLETION OF EACH ACT7VITY IN ACCORDANCE WITH THE CITY'S BEST MANAGEMENT PRAC77CE HANDBOOK. TOTAL DISTURBED AREA = 0.8 ACRES +/— TOTAL PROPOSED PROJECT AREA = 3.6 ACRES +/— Z11311111lius . 1. Place the sedimentation control fabric side of the fence in the direction of the anticipated sediment flow (net side of the system away from the flow) and position the poles against the back wall of the trench. 2. Use a sledge hammer or similar device to drive the poles into the ground until the bottom of the industrial netting is approximately 2" below ground level. (See diagram) 3. Lay the bottom 6" of sedimentation control fabric into the trench. 4. Backfill the trench with native soil and compact. PO -R FABRIC CT BACKFILL 1VE SOIL TOE —IN TRENCH FOR FABRIC TYPE / SIL T FENCE DI VERSIONA R Y DIKE Not to scale LEGEND EXISTING CONTOURS 927 PROPOSED CONTOURS SILT FENCE EXISTING SPOT ELEVATION 1. 0 PROPOSED SPOT ELEVATION Xg5 815.5 FINISHED FLOOR ELEVATION —► DRAINAGE DIRECTION DENOTES BERM LIMITS EXISTING SANITARY SEWER-4 WATER HYD. W/VALVE I�0 STORM SEWER --44 PROPOSED SANITARY SEWER —4 WATER — I HYD. W/VALVE STORM SEWER —44 / / / San MH RE 2 2 lE 9 2. "1 ?.' x TYPICAL BUILDING PAD LOWEST FLOOR ELEV. (LFE) 25.0 GENERAL HOUSE PAD PREP. AREA SWO HOUSE TYPE (SWO = SIDE WALKOUT) 29.0 FINISHED FIRST FLOOR ELEV. ALL HOMES WILL BE CUSTOM GRADED GRA DING SHO WN A S PO TEN TIA L DESIGN ONL Y r / HOUSE = 978.0 969.0 r 974 97Z `970 976 — BCOD SECONDARY BCOD 1-Q>, PRIMARY 862� 960 1 � Ooeo E P� 0' 50' 100' 150' 7 Ryan Engineering 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 Dra wn By PMR Checked By PMR Date 4/19/13 Revisions Issued For: Date: Schematic Design Design Development Preliminary Review Final Review Bidding Construction Preliminary Grading Plan Page P-4 © 2013 RYAN ENGINEERING BASELINE TREE CANOPY COVERAGE CALC. TOTAL PLAT AREA (LOTS 1,2,3) _ WETLAND = NET PLAT AREA = TREE CANOPY COVERAGE = (10- TREES AND GREATER) 121,766 f SF 0 f SF 121,766 f SF 39.247 f SF = 32% REQUIRED TREE CANOPY COVERAGE CALC. TOTAL EXISTING CANOPY COVERAGE ON SITE = 32% REQUIRED CANOPY COVERAGE (LOW DENS. RESID.) = 25% EXISTING TREE CANOPY COVERAGE = 39,247 f SF = 32% PROPOSED TREE CANOPY COVERAGE = 31,123 t SF = 26% LEGEND �927 EXISTING CONTOURS 927 — PROPOSED CONTOURS SILT FENCE EXISTING SPOT ELEVATION Q, 11 xg5,0 PROPOSED SPOT ELEVATION 815.5 FINISHED FLOOR ELEVATION sss EXISTING TREE CANOPY WITH CANOPY AREA Z L LLLL LL DLLL�L) EXISTING TREE CANOPY LOST ALL HOMES WILL BE CUSTOM GRADED GRADING SHOWN A S PO TEN TIAL DESIGN ONL Y -� G PRg� LPGE BCOD SECONDARY El 0. 50' 100, 150' R an Y 7 Engineering LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221-3700 www.ryanengineemcom 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 Protect No. Digito/ Drawing Name ScFx�oP�'efndwp Drawn By PM9 Checked By PM9 Dote 4ARA3 Revisions Issued For: Date: Schematic Design Design Development Prefiminary Review FWvU Review Bidding Construction Preliminary Tree Inventory P-5 © 2013 RYAN ENQI4EEF1111140 DEVELOPMENT DATA ZONING: EXISTING ZONING: BLUFF CREEK OVERLAY DISTRICT PROPOSED ZONING. ----------------------_ LEGAL DESCRIPTION THAT PART OF THE NE1/4 OF THE SW1/4 OF SECTION 9, T. 116, R. 23 DESCRIBED AS: BEGINNING AT CENTER SECT 9 THNCE WEST ALONG THE NORTH LINE OF SAID SW1/4 228.05' THEN DEFLECTING LEFT 49 DEGREES 15 MINUTES A DISTANCE OF 514.8' ALONG EASTERLYY R—O—W OF HWY 41 THEN DEFLECTING LEFT 130 DEGREES 45 MINUTES ON LINE PARALLEL TO NORTH LINE OF SAID SW1/4 571' TO PT ON EAST LINE OF THE SW1/4 390' SOUTH OF CENTER OF SAID SECTION, THEN NORTH ON EAST LINE SW1 /4 390' TO THE POINT OF BEGINNING DEVELOPER: MARTY SCHUTROP 540 Lckota Lane Chaska, MN 55318 LOT AREA DATA SINGLE FAMILY DEVELOPMENT AREA 3.57 t AC LOT NUMBER AREA S.F. BLOCK 1 OUTLOT A 33, 980 t 1 43, 418 f 2 44,505 f 3 33, 843 f Total BLOCK 1 155,746 f 41,505 t (Net of Easement) BLUFF CREEK WOODS F 0 Y�� 01 PRB�R PGE DRIVEWAY EASEMENT `,0- 22° Q 6 . ,rv' �0 26 \ \ �� J ICX 3 \ \ 86 9 43,418 SF 3o 21 zo - \ 18" i i i i 228.05 DEED BCOD SECONDARY S 89 22 47 E 227.54 i 24 33,843 SF 2. za za 30 16" 20 18' 0 30 3 10" 20 \ 44,505 SF � 15. 2 \ 36 S(` APPLE 10' S\\ APPLE ao r, 33,980 SF \ 40 \ OUTLOT A 3 CONSERVATION 24 zz b 24 2z o 379 " 30 192 N 89022'47" W 571.00 G ou1\-o 1VM P\\D\B ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM SCOPE OF WORK, NOTES, & LIMITATIONS: 1. Showing the location and size of trees within Lots 1, 2, and 3 of the preliminary plat prepared by others. 2. The location of trees were based on the location of the existing house as shown on the provided preliminary plat. 3. We did not performed a boundary survey of this property and have not verified the boundary as shown on the preliminary plat. 4. While we show the approximate species of the trees, we are not arborists, and cannot be certain the species shown are correct. TREE LEGEND 6' ELM OR ASH TREE za OAK TREE PINE TREE NOTE: WHILE WE SHOW SPECIES, WE ARE NOT ARBORISTS, AND CANNOT BE CERTAIN THEY ARE CORRECT. BCOD PRIMARY O M Li O 0 E cn 001�0E1UM PRB�R PGE 0' 50' 100' 150' 07 R an Y. Engineering LAND DEVELOPMENT SERVICES 19655 Waterford PI Excelsior, MN 55331 (952) 221-3700 wwwryan"neera.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. Registration No. Date 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 Recisions Issued For: Date- Schematic Design Deeipn Development Preinhary Review Fhal Review Conill Preliminary Plat Page P-2