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CAS-03_KENYON BLUFF - FILE 2 OF 2CONSTRUCTION PLANS FOR: KENYON BLUFF CHANHASSEN, MINNESOTA PREPARED FORT CBR EVELOPMENT SANITARY SEWER, WATERMAIN, STORM SEWER, STREET PAVING SHEET INDEX SHEET DESCRIPTION 1. COVER 2. INDEX y CH-.1 N _ 3. STREET CONSTRUCTION 4. SANITARY & WATERMAIN CONSTRUCTION ' - 2000 POP, 2 0 , 3 21. ` W,` Y `��� . ,a Y 5. STORM SEWER CONSTRUCTION NTH Gv� '�--T 6. LANDSCAPE PLAN PLEASA °d � ' RD' 7. LANDSCAPE DETAILS _ U-) 8. DETAILS 9. DETAILS 10. DETAILS E PH . z ELAN - ;� - `�` - � FOR REFERENCE ONLY �. _ WARNING T, `o '' SHEET DESCRIPTION ILji _ :. _ = § OXTAIL _ACE THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR .�! JCV = � , 1. GRADING DRAINAGE & EROSION CONTROL PLAN LOCATION OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, ' P R d J E C T 3 C' . -1. 2. GRADING DETAILS MANHOLE, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING _ v EUX'�,' THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN "'DQ_ - V`' L Q C A TI O N =-, DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER._- •- T . `'/mac, #)J I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED t BY ME OR UNDER MY DIRECT SUPERVISION AND A. , a g I A 4 --� CAR. E - THAT AM DULY LICENSED PROFESSIONAL --.. .... .. .. :..:. ..... .... ...... .... . < ENGINEER UNDER - R THE LAWS OF THE STATE �ST, i ,-E OF MINNESOTA. s A. : DER � DHILT. ; DR. �~ R. , LOTUS c)' _\; - 3, ,� Paul Wallick q DATE March 19. 2004 REG. NO. 40151 PONTiAC•_fR val As Off Mal cow LL Community Development Dept LOCATION PLAN NOT TO SCALE CITY OF CHAMHASSEN [P „ATM MAR 2 4 2004 Revisions SCHOELL & MADSON, INCIIIIIIIIEHGu:::cnuvi OEPT, Date: Description: By: 3/24/04 REVISED FOR CONSTRUCTION PLANS CB ENGINEERS SURVEYORS PLANNERS SOIL TESTING ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305 SMI Project Number: 64085-001 SHEET 1 OF 10 SHEETS OAK -- GROVE PEASANT - ._ VIEW ROAD y Revisions Date: Description: B : Date: Description: By: 3 24/04 REVISED FOR CONSTRUCTION PLANS CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. PAUL 11AUJCB Date: 03/19/04 Reg. No. 40151 Designed By: Drawn By: Checked By: t r A / 1 J K, J f r c.h 1 T7 Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.achoellnnadamcom 10580 Wayzata Bouevard Minneapols, Minesota 55305-1525 phone (952) 546-7601 - fax; (952) 546-9065 l 018"b CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 c� l7 0 30 60 90 SCALE IN FEET F3] STREET CONSTRUCTION OSANITARY & WATERMAIN A5 STORM SEWER LEGEND «�— DENOTES PROPOSED STORM SEWER DENOTES EXISTING STORM SEWER DENOTES PROPOSED WATERMAIN DENOTES EXISTING WATERMAIN < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING SANITARY SEWER Project Name/Location KENYON BLUFF CHANHASSEN,MN Sheet Tice= INDEX SHEET Date: 03/19/04 Sheet 2 10 Of SMI Project Number: 64085-001 yo MATCH EX.� GRADE Z fP �y t Pe O P� r ,.r..1 ROCK A CONSTRUCTION i ENTRANCE OxpO Cj� O 7 CVR�IE _ ESQ of C�5 EXISTING ROW CE 33' 18' SCALES: 1 "=50' HOR 1 "=5' VER 0 50 100 150 SCALE IN FEET Revisions Date: Description: By: Date: Description: By: 3/24/04 REVISED FOR CONSTRUCTION PLANS CB r— SURMOUNTABLE CONCRETE CURB & GUTTER C N N 97C N / 963.67� 4 ---"965.81 69.12 STREET -- �O CURVE DATA / \9 I = 45'42'4" 2 \ R28'I R= 61.00 / 0 969.81 1 / —J 972.37 / / � CURVE DATA L = 18'57'12" \ \ L = 23.49' \ �vZ/O 2 PRIVATE STREET 980r........,......... .......... r......... 1.......... .... _................... ....... . ....... ..I..... ..} 970� • • •. •. • • 0 PA STA = D+25 0 Pjl ELEV = 950.*0 o+ A.D. = 8.00 ® K 6.25 ....... .... ......... 1' O �-EXISTING : ; GRADE PROPOSED CE w STREET GRADE '960 0 ...... .... .. TREET ....... .. _ � o Zgo.. +en <+ g 0 _J lal > U m m X...... ... ....... ....... ........ .. W OD18 W8 N•O *:8 U�:O 'q:8 n: m a.0 0) m.� m.M m.� o a^ m. L. .. . . . . . J . . . . . . .. . 1 . . .. . . . . . L . . . . . . . . .1. . . . . . . . . J . . . J 0+00 1+00 2+00 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. PAUL WALUCK Date: 03/19/04 Reg. No. 40151 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning —� Soil Testing • Environmental Services www.achoelmademoom 10M Wayzata Boulevard Wroapoie, W rieaota 55305-1525 phone (952) 546-7801- fax: (95Z 546-9065 CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 ED 0 51 CID 0 30 60 90 SCALE IN FEET WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Project Name/Location KENYON BLUFF CHANHASSEN,MN sneer Title STREET CONSTRUCTION Date 03/19/04 Sheet 3�10 SMI Project Number: 64085-001 CK I / / / S=2+02 RT / W=2+52 0=49' LT / n J HYDRANT \ STA. 2+33 \ 0=24.83- 6" GATE VALVE I \\ + 6"-45' BEND MH 1 SCALES: 1 "=50' HOR 1 "=5' VER 0 50 100 150 SCALE IN FEET Revisions Date: Description: By: Date: Description: By: 3/24/04 REVISED FOR CONSTRUCTION PLANS CB x�0 \ S=1+14 RT \ 6 GATE \ 959.0 24' VALVE W=2+19 \ 30' =82' DRAINAGE \ �� MNT _--1 UTILITY SSE o �� t 1�s S=1+36 LT 951.0 8' W=1+85 0=67' RT 3 WET TAP CONNECTION TO EX. 12" WM = SAW CUT EX. BITUMINOUS- CONNECT TO EX. MH Ix- � elCORE DRILL RESTORE EXISTING STREET TO ORIGINAL t0. SECTION c i� T Ns :OLD \ +,om rn� 970 ........ .... MWEZ .�>............... . ....... ....... % : ........:....... ....\.. ....... ....... 960:........ ... ......... .. ......\ E.XJSTJNG .�..... GRADE ;; : : \ : PROPOSED Q of w GRADE. ......... ........ .. >. 'Lo ......-- O mom,_ 950- ........ ........:.........?p�f ....... ... zc< f :x » zz ...... .... SOS ®�, 940_................. r........ a.................... .... I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. PAUL AALUCK Date: 03/19/04 Reg. No. 40151 EX. 12" WM 1 _........ ........ .........r......... i......... y-i Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services vnvw.achoeimad9mcom IM Wayzata BouWard Wrmapois, Mirmota 55305-1525 phone (952) 546-7601- fax: (952) 546-9065 r �,r 0 t ~ ~ ' SCALE CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 c� CA 30 60 IIl NOTE NOTE q ��90 FEET 1. STATIONING SHOWN FOR MANHOLES ON THIS PLAN IS CENTERLINE STREET STATION. 2. SERVICE WYE STATIONING IS FROM DOWNSTREAM MANHOLE. 3. SANITARY SERVICES: SEE CITY OF CHANHASSEN STANDARD PLATE. 4. STATIONING FOR CURB STOPS IS CENTERLINE STREET STATIONING. 5. CURB STOPS: SEE STANDARD DETAIL PLATE #1005. 6. REFER TO PROJECT MANUAL FOR WATERMAIN TESTING REQUIREMENTS. WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Project Name/Location KENYON BLUFF CHANHASSEN,MN Shoot Tdle: SANITARY SEWER 8c WATERMAIN Date 03/19/04 sheer 4�10 SMI Project Number: 64085-001 r 1 s I x, W 2 1F CONNECT TO EX. CBMH -�i i W/CORE DRILL -� EX FES y�1: A = C31' ` c,fy�f tk 50'-4" DRAINTILE W/CLEANOUT CB 1 2' SUMP _ (SEE DETAIL) `CBMH 6 �-�..� _ < « 8 «_ CBMH 5 _ „S I1. wz \1 ` SCALES: 1 "=50' HOR 1 "=5' VER 0 50 100 150 SCALE IN FEET Revisions Date: Description: B : Date: Description: By: 3/24 04 REVISED FOR CONSTRUCTION PLANS CB 1 x P 3 1 0'-4" DRAINTILE :.v \W/CLLEEANOUT /fNFILTRAT BASIN - LL �B 2 —_ 6, y I C� + 2' SUMP LL (SEE DETAIL; .-' �----- T VI E W y RE ROAD STORE EXISTING STREET TO ORIGINAL y SECTION 1 1 HORSESHOE CURVE` ri......... r......... i.......... i......... i......... r................... EXISTING CL a \ - ....... ....... ........ ......GRADE... y _� rno .. .._ xo� o. �¢ U PROPOSED -CL---, z GRADE —� : �J Z EXISTING CL GRADE : ........... :......... ....... ............ ;...... .56R.......- 00 15in. RCP , coo : : : 0 4.38% =.-rn 3 m�Ma. . UN — .. - ....... ....... .. ......REP'•....... ................._ N nmo , �+ ^gym n m OI EX. 12" WM-i CROSSING .. ...... ... .. ....... ............................. EX. 8" SANJ • CROSSING • IN%/ 919.55 : y.� 2:00% .... ....... ................. _ b g4ff • 15io. �1 + 00 a �J....:.........:.......... ..................................... .' "— H 32ft (EXISTN1.01.0% 151n; HOPE I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Ifinnesota. PAUL FALLICK Date: 03/19/04 Reg. No. 40151 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services WwwAchoeIlInadamem MW Wayzata BoUevard Wrreapoie, Wrneeota 55305-1525 phone (952) 546-7601- fax. (952) 546-9M —FES 3 W/RIPRAP �--FES 4 ' W/RIPRAP IN y 6- r^ rnC, CL v�DiN + (5mo, W)3w o N rnzcn O EL 0 n� 0D01. o .. an • .... V _ 0(nowz . . . ! L . \ .1. . . . . . . . . W LL 21ft • 23ft 15in:)2CP....... 1jin. RCP 0 2.24% 0 2.30% r........a.......... CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 1812) 770-8885 l7 0 30 60 90 SCALE IN FEET WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Project Name/Locabm KENYON BLUFF CHANHASSEN,MN Sheet Title STORM SEWER Date 03/19/04 Sheer 501101 SMI Project Number: 64085-001 0 90 91 1*1 t 7 M LANDSCAPE NOTES q t� `-� s r • ALL LANDSCAPE TREES, SHRUB, GROUNDCOVERS AND SOD AREAS SHALL BE IRRIGATED. 4 i i y �� , • SOD AND IRRIGATE ALL DISTURBED AREAS. -• 1 C \ -�� � l � � • REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, .` IRRIGATION NOTES, PLANTING DETAILS. -•. � 1 `� K � � / • REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL �Lr+ _ f s • LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF \ �9':10 IRRIGATION PLAN TO THE LANDSCAPE ARCHITECT FOR REVIEW. • ALL SHRUB BEDS SHALL RECIEVE 3" SHREDDED HARWOOD MULCH AND TREES TO RECIEVE 4" DEPTH OF SHREDDED HARDWOOD MUCLH AND SHALL BE KEPT AT LEAST 4 INCHES AWAY FROM STEM. !� • LANDSCAPE FABRIC SHALL BE USED IN ALL MULCH AREAS. • REMOVE WIRING, TWINE OR ROPES AND BURLAP FROM THE TOP 30 60 90 - AND SIDES OF THE ROOT BALL FOR BALLED AND BURLAPPED PLANTS. _ • REMOVE CONTAINERS AND CUT CIRCLING ROOTS IF PLANTS 4ALE FEET ARE CONTAINER GROWN. -- • HEAVY COMMERCIAL GRADE EDGING SHALL BE USED AROUND THE PERIMETER OF ALL SHRUB AND GROUNDCOVER MASSINGS r • ALL TREES NOT IN PLANTING BEDS TO RECEIVE MULCH RINGS 3' IN DIA. • IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE PRUNED AT THE '� ~J BRANCH BARK RIDGE, NOT FLUSH WITH THE BARK. / • THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. • ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS: *0-20-20 GRANULAR FERTILIZER APPLIED AT THE TIME OF PLANTING AT A RATE OF 12 OZ PER 2.5 CALIPER INCHES OF TREE AND 6 OZ f 's+ PER SHRUB. 1 T r" t JL .-IJ *10-10-10 FERTILIZER APPLIED THE FOLLOWING SPRING AT SAME RATE. OT FF3 BUER ti YARD r ` ; 4 C i M SUGGESTED PLANT SCHEDULE (7 ��Q t QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. M LEGEND \ DENOTES PROPOSED RETAINING WALL - - MNDOT 25B SEED MIX DENOTES EXISTING RETAINING WALL DENOTES EROSION CONTROL FENCE-0000000000i3 MNDOT 28B SEED MIX DENOTES LIMITS OF GRADING — — — — — DENOTES TREE TO BE REMOVED OVERSTORY DECIDUDOUS TREE \ �d AVG. 2.5" DIA. 30 ORNAMENTAL TREES 1- AVG. 1.5" DIA. j !�.—_� CONIFER TREES <�� AVG. HT 6' 4-- WARNING SHRUBS\GROUNDCOVER x t� '� r THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES COO AVG. HT 18" v > FOf� LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED EXISTING TREE -STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. M SITE DATA LOT 1: Pi LOT 2: RM2 LOT 3: RM2 M LANDSCAPE REQUIREMENTS •TREE REPLACEMENT TOTAL UPLAND AREA: 93,932 SF OR 2.16AC BASELINE CANOPY COVERAGE: 58,316 SF OR 62% MINIMUM CANOPY COVERAGE REQUIRED: 43,208SF OR 46% PROPOSED TREE PRESERVATION: 28,702SF OR 31% DIFFERANCE IN CANOPY COVER: 14,506SF MULTIPLIER: 1.2 TOTAL REPLACEMENT: 17,407SF TREE REQUIRED: 16 TREES PROVIDED: 16 • BUFFER YARD (LOT 3): REQUIRED PROVIDED OVERSTORY TREE: 2 2 UNDERSTORY TREE: 4 4 SHRUBS: 9 9 Revisions Date: Description: By: Date: Description: By: 3/19 04 Revised For Construction Plans SAY 3/24/04 Revised For Construction Plans SAY 000p,\ a �w \, . MNDOT 28B " SEED MIX LOT 3 MNDOT 25B . BUFFER SEED MI_X YARD _(SE FIDRBS)— I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Landscape Architect under the laws of the State of Minnesota. SCOTT D. BUBEN Date: 03/19/04 Reg. No. 40647 Designed By: SAY Drawn By: SAY Checked By CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS A 7 FALLGOLD BLACK ASH 2.5" B&:3 STRAIGHT LEADER Froxinus ni ra 'Fall old' CAL. AND FULL CROWN B 2 AMERICAN LINDEN 2.5" B&B STRAIGHT LEADER Tilia americana CAL. AND FULL CROWN C 9 BLACK HILLS SPRUCE 6' B_&,9 STRAIGHT LEADER Picea lauca densoto HT. AND FULL FORM D 4 AMERICAN PLUM — TREE FORM 1.5 B&B STRAIGHT LEADER Prunus americana CAL. AN F CROWN E 9 RED TWIGGED DOGWOOD 24' CO, T. PLANT 5'-0" O.C. Cornus baffle SPACE EVENLY Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services wwwxchoelmm ademco MW Wayzata Bodevardfe, t Mnneepornwta 55305-1525 phone (952) 546-76M - fax (952) 546-9065 CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Project Name/Locatim- KENYON BLUFF CHANHASSEN, MIN Sheet Title LANDSCAPE PLAN Date 12/05/03 Sh"t: 6�10 SMI Project Number: 64085-001 IIIIIII GENERAL NOTES 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. CONTRACTOR IS TO COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE. 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED, ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 4. ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. 5. BB TREES AND SHRUBS ARE BALLED AND BURLAPED. 6. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. 7. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. ALL MATERIAL SHALL BE OF HARDY STOCK AND FREE FROM DISEASE, DAMAGE, AND DISFIGUTATION 8. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 10. WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 11, CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO TER TREE UPRIGHT IN PIT TEN TREE TO 14 GUAGE ABLE ZINC COATED WIRE INECTED TO BLACK RUBBER IDS (BUT NOT THROUGH). URE ALL ENDS FIRMLY AND �TLY. ,KING (OPTIONAL) 2"X9' WOOD STAKE GUAGE PLIABLE WIRE LAYER OF SHREDDED ZDWOOD MULCH TO 6" OUTSIDE STAKE CIRCUMFIRENCE VN OR PLANTING BED ZTH SAUCER 2"X2"X24" IG FIR STAKES NTING MIXTURE -SEE SPEC _AYER OF PEA ROCK )ISTURBED OR 4PACTED SUBGRADE NOTES: * IT IS THE CONTRACTORS OPTION TO STAKE TREES, HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. * STAKING METHODS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. * NO MULCH TO BE IN CONTACT WITH TRUNK. * SCARIFY BOTTOM & SIDES OF PIT PRIOR TO PLANTING. DECIDUOUS TREE NTS Revisions Date: Description: By: Date: Description: By: 3/19/04 Revised For Construction Plans SAY 3/24/04 Revised For Construction Plans SAY PLANTING SPECIFICATIONS 1. PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. 2. BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. 3. FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE NOTED. 4. MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PLANTING BEDS TO 3" DEPTH OVER FIBER MAT WEED BARRIER. ALL PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 5. TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. STAKING METHODS TO BE IN ACCORDANCE TO THE DETAILS AND APPROVED BY LANDSCAPE ARCHITECT. 6. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. 7. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT CONIFERS UNLESS OTHERWISE SPECIFIED ON THE PLANS. 8. PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. 9. EDGING: ALL MASS PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA UNLESS OTHERWISE NOTED. ANCHOR ACCORDING TO MANUFACTURER SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL BE THOROUGHLY WATERED TWICE DURING THE FIRST 24-HOUR PERIOD AFTER INSTALLATION. ALL PLANTING SHALL BE THEN WATERED WEEKLY, OR MORE IF NECESSARY, DURING THE FIRST GROWING SEASON. 11. ALL PARKING LOT ISLANDS TO RECEIVE A 3" Lr,YER OF SHREDDED HARDWOOD MULCH OVER FIBER MAT WEED BARRIER UNLESS OTHERWISE NOTED. 12" MIN 0 N W O J J Q I OR PLANTING BED 4YER OF SHREDDED )WOOD MULCH TO _INE ;ER T MIXTURE SEE SPEC MIN. )ISTURBED OR �PACTED SUBGRADE LAYER OF PEA ROCK C-4 Z NOTES: T M * IT IS THE CONTRACTORS OPTION TO STAKE TREES, HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. * STAKING METHODS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. * NO MULCH TO BE IN CONTACT WITH TRUNK. * SCARIFY BOTTOM & SIDES OF PIT PRIOR TO PLANTING. CONIFEROUS TREE NTS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Landscape Architect under the laws of the State of Minnesota. SCOTT D. BILBEN Date: 03/19/04 Reg. No. 40647 1 Designed By: I Drawn By: I Checked By: Schoell & Madson, Inc. Engineering • Surveying a Planning Soil Testing • Environmental Services wwW.schoernadsortcom MW Wayzata Boulevard MkToapofe, Wromta 55305-1525 phone (952) 546-7= - fax.- (952) 546-9065 IIIIIII PLANTING NOTES 1. NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN 1HE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. NOTIFY THE LANDSCAPE ARCHITECT SHOULD ANY ADJUSTMENTS BE ADVISED. 5. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. 6. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. 7. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 8. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. 9. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. 10. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. = IRRIGATION NOTES 1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER. 2. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION. 3. UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE 100% IRRIGATED, THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. 4. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND AEUTTING BUILDING FOUNDATION. 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. 6" MIN 1YER OF SHREDDED WOOD MULCH. SCAPE FABRIC -SEE SPEC T MIXTURE -SEE SPEC OF PLANTING PIT WHEN TED INDIVIDUALLY R-SEE SPEC LAWN OR PAVED SURFACE 6" MIN UNDISTURBED OR COMPACTED SUBGRADE Z Z cD � co g NOTES: * HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL PRIOR TO PLANTING (TYP). * SCARIFY BOTTOM & SIDES OF PIT PRIOR TO PLANTING. CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 NTS WARNING: THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Date S/19/04 Shoot Title sheet, LANDSCAPING DETAILS 7 10 Of SMI Project Number: 64085-001 Project Name/Location KENYON BLUFF CHANHASSEN,MN s'I_ Distance to V. variable _ 1/2"r 3"r t /z'r Top Bituminous Material . siape e 74' erft t. IL"T eels Concrete Curb and Gutter to I 1 1/2'r Tr 1�•r T Bituminous Material Top s R rAVVr WIZ Concrete Curb and Gutter , NOT E: Ir For Use Only with Private Driveways. Parking Lots, or Medians. 20'R 12'R 16' 06'R Tap Bituminous Material = SURMOUKAME ....171/2". .•101/2- Concrete Curb and Gutter - 1/8'r 1 I ✓ehminws u Bh=�W �b Surface e" Shoe Formed NT CITY OF TYPICAL CURB CBABBASSEH AND GUTTER REASED:2-97 DATE 2-97 PLATE NO.: 5203 93 5203 0 F o N P. C. JP CATCH BASIN J� IN RADIUS B618S "'!•; a 10 GUTTER & SURMOUNTABLE TRANSITION CURB & GUTTER q A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' L 6" 0' 12' 4 . MNDOT B618 CONC. C & G SURMOUNTABLE C & G SECTION A -A CITY OF TYPICAL CURB CBAHHASSEH RADIUS REVISED: 1-00 DATE 2-A7 a PLATE NO.: 5204 FILE NWE: - CONCRETE BLOCKS PLACED AROUND — INLET PERIMETER. WARE SCREEN PLACED AROUND CONCRETE BLOCK PERIMETER. OVERFLOW RUNOFF A 1/2" DIAMETER ROCK FILTER FILTER PLACED TO TOP OF CONCRETE BLOCKS. AREA INLET WITH GRATE. _ CONCRETE BLOCKS STACKED 1 OR 2 HIGH. WIRE SCREEN TO PREVENT MOVEMENT OF ROCK. Ilj` 1 FILTERED WATER SECTION AA ATCH BAS CBAHBASSEH CITY OF C BFILTER ARRIER IN REVISED' DATE A-01 PLATE N0: ��o FILE NAM ' S33 5302 L 2 CITY PROJECT N0. CITY OF CHANHASSEN SEWER, WATER OR OMM"IM WMCE (CetC1E ONE) str-.l tat elan, AdeWe„ SEWER Downstream Manhole No. Stu. at P.L. from Downstream Manhole Elevation at C.L. of Sewer Main Distance from Sewer Main to Clean -out_ % of Grade for Service to be installed IF MINIMUM GRADE SERVICE Length, Size and Tye of Service Pipe Depth at P.L WATER Downstream Manhole No. Sta. at P.L. from Downstream Manhole Length, Size and tys of Service Pipe Depth at P.L (DCheck if Sewer Service Riser Installed -Denotes Sewer Service End Denotes Water Service End (SHOW SCKETCH WITH TIES HERE) Contractor Fawn Tine by Dab _ Location and Depth of Service Cwt by Date NOTE SwNce 0 shoM be ewYp five of not man than nw ti N^ at bet s ebuebxer each m buldinq comer.. wdw. Done, maWwW, catch bee r carvers, tNphar a allay boxes w11 not be xogbd 1}.y and ehaD W tied to etc Tine to tree i l CBCITY OF ABBASSEH STIE CARD REVISED: 1-98. 1-03 DATE: 2-97 PLATE NO.: 5221 Fl NAME a Revisions Date: Description: Date: Description: By: 3 24 04 REVISED FOR CONSTRUCTION PLANS CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Paul Wallfck Date: 03/19/04 Reg. No. 40151 NOTE: Surmountable Curb & Gutter to be transitioned into a 8615 type at cotchbosin. / Catchbosin Frame & Grote Neenah R-3290-L or equal with L Grate - ~ A A un ta Surmountable Concrete Curb & Gutter 2 - /4-60' Long Rebars Each way .4 fc 5' Min. Transition $� TCuropb of 2.1 Design gutter line grade S�EC�ON A —AA —A No Scale r. CCat hbosin to be depressed 2' I below design gutter line grade. 41: 5' Min. Transition W 24-60" LONG Rebars Each way Frame & Casting CITY OF CURB CBAHBASSEB I ATOCATCH CBASIN REVISED: 1-98 DATE A-97 PLATE NO.: S10Q NAY . L V Fl Is' 1 CITY OF C8AHBASSEH Mt 1-00. 1-03 DATE 2-97 VAL 393_3104 Designed By: Drawn By: Checked By: 24"x36" slab opening for Neenah R'i290-L or equal NOTE: L grate shown rJvrnah R3290-L costing and grate or equal. Minimum of 2 maximum of 5 concrete odjustment rings with full beds of mortar. Precast concrete or HOPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section below top slab to how flat top edge sealed with 2 beads of Ramnek or equal. All joints In manhole to haw 0" ring rubber gaskets. Precast concrete section Manhole steps, Neenah R1981J or equal, 16' o.c., Aluminum steps approved. Doghouses shall be grouted on both the outside and inside. NOTE: No block structures are allowed. Minimum slab thlckness. 6" for 14' depth. Increase thickness 1' for each 4' of depth greater than 14', and reinforce with 6'x6" 10/10 mesh. No drain holes CATCH BASIN MANHOLE WITH SUMP IPLATE W.:3104 J G Where the flow of water is sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD OF 0� Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE Although pegging on sod Is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. CITY OF SOD CBAHBASSEB PLACEMENT REVISED: 2-99 DATE: A-A7 PLATE NO.: SOS EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 2t1h" MNDOT 2350 TYPE LV3 NON -WEAR (B) PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 7. MNDOT 2350-ORDINARY COMPACTION METHOD REQUIRED. CITY OF STREET " CBAHBASSEH PATCHING REVISED: S-02 DATE' 5-02 PLATE No.: 520PA FILE NAM Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.achoellmadson.com 10580 Wayzata Boulevard Minneapolis, M'rnesota 55305-1525 phone (952) 546-7601- fax: (952) 546-9065 6" Conc. collar is 24'x36' slab opening for Neenah R3290-L or equal NOTE: L grate shown _Neenah R3290-L costing and grate or equal. PLMI Minimum of 2 maximum of 5-2' concrete adjustment rings with full beds of mortar. Pr st concrete or �-�--- HD� adjusting rings. ° 6precast reinforced concrete slab. Top of barrel section under top slob to have flat top edge sealed with 2 beods of Ramnek or equal. All joints in manhole to have varies "0' ring rubber gaskets. 4-0 Typ. precast concrete section NOTES: -5• 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures ore allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps yy approved. a•QQ r• . •�,:� - Minimum slab thickness, 6' for 14' depth. Increase thickness 1" for each 4' of depth greater than 14'. and reinforce with 6"x6' 10/10 mesh. Grout bottom of manhole to 1/2 SIMMON diameter at pipe and slope grout 2' toward invert. CITY OF CBAHBASSEH 2-97 CATCH BASIN MANHOLE 'No': 3102 "HYDRANTS SHALL BE MUELLER SUPER CENTURION" (250 OR APPROVED EQUAL) CL 11.0' to Back 11.0' to Back 2.0%�o+. 1• 1.5 1 4" Topsoil, Seed 1 1/2"-MnDOT 2350 LVWE35030B & Mulch or Sod. Tack Coat - 2357 Surmnountable Concrete 2"-MnDOT 2350 LVNW35030B Curb & Gutter As Noted 12"-Class 5 Aggregate Base, 100% Crushed 24" MnDOT 3149.2E SELECT NOTES GRANULAR BORROW (SEE NOTE) 1. A test roll of the prepared subgrode shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" booed on the test roll. TYPICAL PRIVATE STREET CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Project Name/Location KENYON BLUFF CHANHASSEN,MN et TRIe DETAIL SHEET Date: 03/19/04 Sheet; 8�10 SMI Project Number: 64085-001 FManhole Frame and Cover i HDPE OR -1/I BARRIER" INNER PRECAST CONCRETE MANHOLE RING SEAL ADJUSTING RINGS AS MANUFACTURED BY 'STRIKE PRODUCTS' PRECAST, BLOCK, OR 27" BRICK MANHOLE CONE MASTIC SEAL CORBEL a e e d. 48- NOTES: 1. TRIM TOP OF SEAL TO 1' ABOVE TOP OF RINGS. CASTING SHOULD HE REST ON SEAL 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) Z27-1300. CITY OF I do CBANBASSEN BARRIER RED 1-03 DATE 1-03 PLATE NO.: 2109A FILE NAMF-393 21DEA DROP LID wAm+ Tyler Mueller 7.5' Minimum cover required No. 6860 over top of water main. No. H-10361 Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS WITHIN 6" OF THE SURFACE VTO IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Grade TOP Adjust top to 3/4' below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26' provide 12' of adjustment. Bibby -Ste -Croix No. V13502 27' Tyler No. 6660 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No. 58 14' Gate valve box, screw type, No. 59 18' 3 piece, 5 1/4' shaft. size No. 60 24' G box, 7'-6 extended, Mueller No. 58 14' /6 round base No. 59 20' Bi=No. 57 9' Ste -Croix GATE VALVE ADAPTER: 1/4' VB, 0 VB521 No. 58 14" STEEL WITH PROTECTIVE V9522 No. 59 20' COATING. 1/2- RUBBER VB523 No. 60 26' GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. BOTTOM Tyler No. 6860 65' Mueller No. H-10361 65" Bbby-Ste-Croix No. VB516 60' Reailiont Wedge Valve Conforming to AWWA C-509-80 standards with all stainless steel BASE nub do bolts. 8- Conc. block CITY OF GATE VALVE " ' CBANBASSEN AND BOX INSTALLATION REVISE.2-97 `-13 DATE 2-97 PLATE NO 1008 FU NAN ' Manhole Costing and Adjusting Ring (See Plate 2110) Provide Internal Chimney Seal or I k I Barrier on all Sarlitory Sewer Manholes (See Plates 2109. 2109A) Manhole steps, Neenah R1981J or Aluminum, 16" on center. o Steps Shall be on Downstream l Side Unless Pipe Diameter is 18" or Larger ' All joints In manhole to have '0" ring rubber gaskets. A Maximum of 2 Short Manhole V-0' Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5- with inside face of wall. F.;XF.ii'-`-'.;n?Y•:fS4 Ti4�i Precast Inverts Must be 1/2 of / Pipe Diameter and Benches Sloped 2' Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and Increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTIION CITY OF STANDARD CBUNBASSEN MANHOLE REVISM2-W 1-03 PATE 2-Aa7 PLATE NO.: 2101 • FILE 393 1 1 BLOCK (TYP.) I-11 II II: 11:-11 li 11 11-11 11 11:-11-1 it I. 1 it � Illll l,. � II II III II II �� iIlll 11 CROSSES LL IDENOTES MEGALUG BENDS NOTES 1. BE USED AT ALL MECHANICAL JOINT PLACE 2 PLACE CONCRGS ETE S BLOCK UNDER ALL CATS VALVES AND HYDRANTS. 3. THRUSSBLOO(I T G AT ALL TEES, BENDS. AND AT CERTAINAIN HYDRANTS. 4. ALL FITTINGS, NUTS. AND BOLTS SHALL BE SPRAYED USING AA BITUMINOUS COAL TAR COAT SUPPLIED BY SLEEVES THE MANUFACTURER. CITY OF TYPICAL MEGALUG CBANBASSEN LOCATION REVISED- DATE 10/98 PLATE NO.: 1009 FILE NAM, 3 3 i0 9 Revisions Date: Description: BF. Date: Description: 3 24/04 REVISED FOR CONSTRUCTION PLANS CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Paul Ballfck Date: 09/19/04 Reg. No. 40151 Designed By: I Drawn By: I Checked By: ONE EXTRA BAR IN BOTTOM A (T27- PLAN OF COVER COVER DIA. K SECTION A -A J TWO EXTRA BAR IN BOTTOM COVER REQUIRMENTS MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION T K BOTTOM BARS TOP I BARS 18 58" 1140 LBS. 6" 6 NO. 506" 54- 65" 2000 LBS. 8" 6- NO. 506" 60 72 2525 LBS. 8 7 Nil. 504" Nil. 306 66 79 3105 LBS. 8 7 Nil. 504 Nil. 306 72 W 3740 LBS. 8 8 Nil. 504 NO. 306 76 3 4403 LBS. 8 Nil. 504 N0. 304 M. 100' 5710 LBS. 8" 9" NO. 504" Nil. 304" 90' 106 5840 LBS. 8" 9 Nil. 504 Nil. 304" 96 113 6680 LBS. 8 9 Nil. 504 Nil. 304" 102" 119" 7450 LBS. 8" 9 NO. 504 NO. 304" CITY OF MANHOLE CBANBASSEN TOP SLAB REVISE. 2-97 DATE 2-97 PLATE NO.: 2108 FILE NAME a Naturd Ground NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. -0 �$v I Vo Pin, OD L CITY OF y� CBANBASSEN PIPE BEDDING .� GOOD SOILS RCP & DIP REVISED: DATE. 2-97 PLATE NO.: 2202 FILE NAME;- 31 IU" a L NOTE' to Shown Face of Curb a Direction of Flow _ J PLAN Catchbasin casting and grate Neenah R3290-L or equal Grate to be 2" below 3" radius curb box. gutter grade- 5' transition each side of catchbosin. Precast concrete or HOPE adjusting rings. Top of Curb Varies Minimum of 2-2', 6 1/2" maximum of 5-2" Varies concrete adjusment 24' x 36" rings allowed with 1/4' Precast 5' 3' MINIMUM to 1/2" bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6" Doghouses shall be routed on both the SECTION Inside and outside. NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITY OF STORM SEWER CBANBASSEN CATCH BASIN REVISED. 1-00, 1-03 DATE 2-97 PLATE No' 3101 •-3 3 1 Compacted Backflll + + + + + ++ + + + + + + r+ + r a 1Y + + + + + + + + + + + + + + + + Embedment + + r + + + + + + + + Material + + + + + + + + + + + + + + + + + + + 6' Pay Depth + r + r + Increments (typ.) 6++++++++ + + + ++++++ 6' Pay Depth--4%/ / / / / / / / / / Fovndotion - AlpIncrements If Required (see Note 1) 'fie' ttside er Or pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.ZH course flter aggregate. 2. P.V.C. bedding shall be MNDOT 3149213 select granular borrow with 1DOx passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding sholl be MNDOT 3149.2A select granular borrow with 100% passing a 3/4" sieve and less than 20% passing a NO. 200 sieve. CITY OF PIPE BEDDING CBANBASSEN P.V.C. & A.B.S. REVISED: DATE 2-97 PLATE NO.: 2203 FILE NAME., -L_------ CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 CL Variable iD Z_ Wye Plugged End / 1/8 Bend I 6' PVC SDR-26 Pipe Min. Slope 1/4' Per Foot J 2"x2' Marker �1/2 Pipe Diameter Min. See Note 2. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used in Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Less Than 16 Feet. NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service Is not Accompanied by a Water Service In the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Green. 3. Cleanout Required on Private Property If Distance from Main to House Exceeds 90 Feet. CITY OF TYPICAL SANITARY CBANBASSEN SEWER SERVICE REVISE.2-99 DATE 2-97 PLATE NO.: 2001 - Street Variable 6' METAL FENCE POST DENOTING CURB BOX. TOP 6' PAINTED BLUE. CURB BOX WITH 1 1/4- STANDPIPE AND STATIONARY ROD. z 2 n Water Service I` 1-X1" Corporation Cock 1' Type K' Copper Concrete Block Support Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LANE BETWEEN THE MAIN LANE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED. 4. CORPORATION COCK TO BE 1'X1' INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REWIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL CBANBASSEN SERVICE REVISED, 1_98 DATE 2-97 PLATE NO.: 1005 39' iGU5 Project Name/Location: KENYON BLUFF CHANHASSEN,MN Date 03/19/04 Sheet Tdle: Sheet DETAIL SHEET n Of 10 SMI Project Number: 64085-001 Revisions Date: Description: By: Date: Description: By: 3 24 04 REVISED FOR CONSTRUCTION PLANS CB RIPRAP REQUIREMENTS PIPE DIA. RIPRAP REQUIRED 12" TO 24' •u 8 to 12 CY CL3 ELM 27' TO 33' 14 to 20 CY CL3 36" TO 48' 23 to 38 CY CL3 54" AND UP 62 CY and up Cl (One cubic yard Is approximately 2.800 Its.) 7a_ RIPRAP GRAANNULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFl FABRIC OR EQUAL DO-1 SECTION RFRAIP W. CITY OF RIPRAP MA88ASSE8 DETAIL REvsE1r.I ee DATE 2-97 PLATE Na.: 3107 FILE NAME I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. ._s Paul llallick Date: 03/19/04 Reg. No. 40151 Designed By: Drawn By: Checked By: Finished Grade One pies SDR.-3! cleanout (Size as NOTE: 1. Hub with threaded metal plug to be set at final grade. Metal top plug to be made of such material to allow locates via metal detector. 2. 10' Of rigid SDR-35 to be Installed on either side of the Wye. 3. Solvent weld all pints. (Non gasketed) CITY OF SUB -SURFACE C8A88ASSEN PVC CL ANO TILE REVISED. 2-97 DATE: 2-97 PLATE No.: 5234 FILE -� 3' Topsol All �-- Aggregate Bose Course Filter Aggregate MnDOT 3149.2H 4" perforated pipe geotextile wrap (3733, Type 1) min. t MAX 2 TRENCH DETAIL Perforated PVC, or Dual Wall Interior corrugated PE pipe. 1/4"0 typical Conc.I aQ NOTES: 1. Cleonouts required at 100' Intervals and/or ending points at draintile. 2. Swing ties to be shown on as -butts far all clean outs & ending points on all draintile. 3. Openings in structure for draintile to be fabricated or core drilled. CITY OF ALTERNATE 4• CSA88ASSE8 SUB-SURFACERA NTILE REVISED: 1-00 . z-ot DATE 2-97 PLATE No.: 5233 RUE NAME; _93 5233 Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.achoellmadsoncom 10580 Wayzata BoLdevard Minneapois, Milnleaota 55305-1525 ptlorw (952) 546-7601 - fax: (952) 546-9065 I Gent: CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Notch clay sub -grade for pipe placement 1/4.0 typical 10" Aggregate Base MnDOT select granular borrow Course Fluter Aggregate MnDOT 3149.2H 12' deep � Clay Sub -grade 4" perforated pipe geotextile wrap (3733, Type 1) TRENCH DETAIL a_..r^-^ted PVC or Dual Wall interior corrugated PE pipe. PIPE DETAIL NOTES: 1. Cleonouts required at 100' intervals, ending points, or as shown on plans. 2. Swing ties to be shown on as-builts for all clean outs & ending points to all draintile. 3. Openings in structure for draintile to be fabricated or care drilled. 4. This detail to be used when 2' or more of existing soli sub cut Is necessary. CITY OF C8A88ASSE8 REVBED: I-W , "l DATE" FILE NYE 393_523' Conc. Ilan 4• SUB -SURFACE DRAINTILE PLATE Na.: 5232 Project Name/Location► KENYON BLUFF CHANHASSEN,MN Date: 03/19/04 Sheet Trtle� Sheet: DETAIL SHEET 10 10 Of SMI Project Number: 64085-001 �. EROSION EROSI N CONTROL NOTES: ..YF 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES - r �- .� � � � �•s. ( 1 � � � "� A _ SHALL BE INSTALLED PRIOR TO CONSTRUCTION 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE - t GRADING. - - -_ ,�=°--,�T � �v�; \*� p � ;4j � �•C� � 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. \ 1 � 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. .,.,.,. q J \ s gef A E 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE ,Y - Y - i PLANS FOR MATERIALS. U O' ` G 1 \ O V L � _�...,_{ }n� _ _ 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND OAK GROVE AVENUE = _ � � �� -� "� -., _ MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PROPOSED TO BE p 30 VACATED \ \ 60 90 PERMITS f _ 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, / 977.7 s +\ ALE IN FEET INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT i FENCES DURING THE DURATION OF THE CONSTRUCTION. +977.0 / i"r �t t / t 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY /o NG b / / /j11 THE CONTRACTOR. �/ , ILO 1 30 / /� 1 ] `'tiles J 'm A o \ \ '� 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ! ESTABLISHED. F / REE d // /' 3 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED /.SAVE T -- / ---_ WO \` e a ONTO EXISTING STREETS AND PAVED AREAS. / T/W 978.0 - ,/ / NG LB W-9740 _ 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL \ ` / \ \\ APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS o --972 ` r " A O =�� 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. /\�• / � �� . ,�-, / I tit / � Q �, • , 5� -� -- T oe - \•._ - / yS' , ! / ¢��' ` r LEGEND o ' o DENOTES EXISTING / - - r TING CONTOUR ��' �• e - - \ � / � X�yam/ / /i / o DENOTES PROPOSED CONTOUR 0 SL �— DENOTES PERCENT OF GRADE f � i ? \ , f DENOTES DRAINAGE FLOW � '�.'`•--� �. _ _-_-3 --;_} _ � \ o / \ � / CONCRETE ,,+v Q* N � - u CURB & \ - - DENOTES PROPOSED RETAINING WALL 10 s _ i� •— `` z y I / rn GUTTER BLUFF %1•.. B I I 1 1 0� DENOTES EXISTING RETAINING WALL IMPACT 1 11L W O \ \\� \` t - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E3 DENOTES EROSION CONTROL FENCE 19, ZONE I I I �- �¢ N. SAWCUT & \ ' z - DENOTES LIMITS OF GRADING REM EX _'- '` a� \ fi 1 4 o � / t ' \ � Ml OUS � DENOTES EXISTING '- -- -_ ghk DENOTES TREE TO BE REMOVED SLUFF LANE'-� ..� �:z � c o. Ss\ /` �. � � / / \ \ �- - 0 n BASEMENT ��''y- --� •6 � \ \ ,'�' g� f / �j �t?� DENOTES FULL ��- _z =� - = "' �`• / � J WO DENOTES WALKOUT ` - �i�....//�j /11 932.0 DENOTES HOUSE PAD WITH GARAGE AND WALKOUT �.� --� p GRADE ELEVATIONS loe s. t. 1 \ TH GARAAGESAND SBASEMENT TOM D GRADE ELEVATIONED HOUSE PAD . INFILTRATION-- -- - - �``�- f � DONE WITH HOUSE ❑ - v - - - - _ CONDSTRUCTIIONE 2. ; % ti ar sr-. ; a OPL ;. r 0950_0 _ 4 R - - $ . • `• l o RCP O� - 924.0 OCK — !� _` cj •_s —_ `* 3rf; - . " c - J y2 ^` _ (� DENOTES R _4 \ j\ \ _ 1 V T ROCK f / CONSTRUCTION ENTRANCE CONSTRUCTION t \ �• - - s ENTRANT --�- O. r -a� DENOTES EXISTING 3 ,,I• / i\ . , . - yy _ -gs�`' ,L BITUMINOUS 4_ NN L BENCHMARK 4 TOP RIM OF SANITARY MANHOLE IN PLEASANT VIEW ROAD F O ;f if AS SHOWN. ELEVATION = 951.18 (CITY OF CHANHASSEN) XL �\ J _ _ _ \AN ,;$ WARNING p ,� THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, O O - / CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED 3 yJ STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR I t I REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Revisions Date: Description: Date: Description: By: 1 30 04 Revised Site Plan CB 2 25 04 Revised Site Plan CB 3 19 04 Revised For Construction Plans CB 3 24 04 Revised For Construction Plans CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Incensed Professional Engineer under the laws of the State of Minnesota. Paul Aallick Date: 12/05/03 Reg. No. 40151 Designed By: I Drawn By: I Checked By: _ Schoell & Madson, Inc. Engineering • Surveying • Planning Soll Testing a Environmental Services www.echoeilnademcom IM Wayzata Boulevard W rospofe, Mineeota 55305-1525 phone (952) 546-7601- fax (952) 546-9065 CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Project Name/Localim Date KENYON BLUFF 12/05/03 CHANHASSEN, MN Sheet Tille. Sheet PRELIMINARY GRADING 1 2 Of SMI Project Number: 64085-001 7 Recommended Toe -In Method Revisions Date: Description: By: Date: Description: By: 1 30 04 Revised Site Plan CB 2 25 04 Revised Site Plan CB 3 19 04 Revised For Construction Plans CB 3 24 04 Revised For Construction Plans CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Paul Aallick Date: 12/05/04 Reg. No. 401 4" Topsoil, Seed & Mulch or Sod. Surmnountable Concrete Curb & Gutter As Noted Designed By: I Drawn By: I Checked By: 11.0' to Back CL 11.0' to Back 1 � 2.0% 1 —�- 1.5 : 1 1 1/2"—MnDOT 2350 LVWE35030B Tack Coat — 2357 2"—MnDOT 2350 LVNW35030B 12"—Class 5 Aggregate Base, 100% Crushed 24" MnDOT 3149.213 SELECT NOTES GRANULAR BORROW (SEE NOTE) 1. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based on the test roll. TYPICAL PRIVATE STREET RO p,0 PVe \C -�V oC FILTER FABRIC " 6" MINIMUM DEPTH 1" - 2" WASHED R 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE VOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK 08AN8ASSEN CONSTRUCTION ENTRANCE REVISED: 1-98 DATE: 2 97 PLATE NO.: 5301 E FEE NAM393_5301 7 Schoell & Madson, Inc. Engineering • Surveying • Planning - Soil Testing • Environmental Services www.achoellmadsorLoom 10580 Wayzata Boulevard Minneapolis, Mnnesota 55305-1525 phone (952) 546-7601 - fax (952) 546-9065 ISM 1 �6 Set Posts Firmly (Post Shall Be Oak or green treated) Fabric per MNDOT 3886, Fasten with Lath, Nails or Staples. Color shall be slisam international Orange 1 6" Min. Depth QA Dig or Disc Trench © Lay in Fabric & Backfill EROSION CONTROL _FENCE — TYPE 1 Steel Fence Posts shall be used to Support Snow Fence (Woven Wire may be substituted for Snow Fence) Steel Fence Posts shall be used to Support Snow Fence (Woven Wire may be Subsituted for Snow Fence) 44 Silt Fence .D:2-s7, 1-02. 1-0a IAME: 40e ne 211111156161211ael i CITY OF CHANHASSEN Hay or Straw Bales Two reborn driven through bale 1.5' to 2.0' into the ground. Bales to be recessed 6" below grade. Bales are to be tied with a Non —Degradable Material. SILT FENCE DATE: A w7 I PLATE NO.: 5300 OLLJ� off- R wQw wQw "'� �w c�— cn lL' w 11_ cn 20' 45' 20' 45' 25' 25' GRADING GRADING GRADE GRADE 10' 10' 10' f- 10, �— 0.5' 0.5' 0.5 FINISHED 0.5' FINISHED 2 GRADE 211 GRADE 9' 5' BASEMENT FLOOR 0.5' 0.5' TOPSOIL 9TOPSOIL WO BASEMENT FLOOR SLO HOUSE PAD DETAIL GRD-3 CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Date 12/05/03 Sheet Tdle: Sheet: DETAIL SHEET n n L of L SMI Project Number: 64085-001 Project Name/Looatim KENYON BLUFF CHANHASSEN,MN I; /PO 1—, 1 r -t i JJL_ LJ`✓I i L L Revisions Date: Description: By: Date: Description: By: 1 30 04 Revised Site Plan CB 2 25/04 Revised Site Plan CB A {- A u > , -L L✓�`: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineerunderthe laws of the SSttaate/�of� Minnesota. T7 -0'4 t� C 1 4 -"- KENNETH ADOLF IV Date: 12/05/03 Reg. No. 12048 O)3 Designed By: Drawn By: Checked By: in 0 30 60 90 SCALE IN FEET -NAf QZ La CL L (4 a C) Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing a Environmental Services www.schoelmadaoncom %)%0 Wayzata Bodevard Wrneapok Wnrx ota 55305-1525 phase (952) 546-7601 - fax: (952) 546-9065 CHANHASSF`,N V7 2000 POP, 20)321 LA F} E• A N c CT(/� D RN DR, <' NKUJEC; I LOCATION y \ 1 Jvs A\'I i s_ e , �..a. < j � f J)ff1�1 / I F ? / f LOCATION PLAN NOT TO SCALE SHEET INDEX SHEET DESCRIPTION 1. COVER 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. PRELIMINARY GRADING & EROSION CONTROL 5. PRELIMINARY UTILITY PLAN 6. TYPICAL DETAILS CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 CITY 9F CHjVED SEN V�ECE F EB 2 6 M4 CHANHASSEN PLANMNC+OEP' Official Cow Community Development Dept. Project Name/Locabw KENYON BLUFF CHANHASSEN, MN Sheet Tdle COVER Date 12/05/03 Sheet. 1 6 Of SMI Project Number: 64085-001 r 14 tV- i` ye f yl a EAS11NG BU O NG cr\ j cl�- A�) 0 30 60 90 SCALE IN FEET — DROVE S 4a 'gr.4 - i 4a.E \�.\ 1 l l j'_J •��' i r `` FV 1'$ •w 'ti ?' A wQ' 9, •, `r\ •` __ !' ape �( `b •3h b �3Y '•� t3\ ;4 w ij{ S ry 11 ' j x __mot' 4'�$ y�r��,s i� �. :' �•- !l k`�` t 1 ya .1 ik — 37 �. .. , n ` = �/ r•''' Q v�j y' f de'= - a• ` J ;+y �sfl , cy' `` l .a 4. ,, V r, --A fJ �..-• fj a i 2 A `- Via` y: 2 f > I''•,. k*'. r l.. 2 3 �\ ko LEGEN JJ DENOTES EXISTING CONTOUR i6 DENOTES BOUNDARY LINE Y DRAINAGE DENOTES UTILITY EASEMENT • — � O '. ,' ��, _ r- - �' . -R} 2�"�"" 1 - - Ali f � �� / r DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATERMAIN SEWER 7► - �— 1 1z t °`� - s ,` 1 - �£ w _ f i� = p\ 4 \ DENOTES EXISTING STORM SEWER DENOTES EXISTING STORM MANHOLE/ CB �%y $ d { rn6j1 4�- 4 - \ \ DENOTES EXISTING SANITARY MANHOLE 1 - \`� `\9 �. \ l•O(?• `-� Sc j' -�- i' ' / ! $i C/ , DENOTES EXISTING HYDRANT P - "' t t / \ DENOTES VALVE E _ DENOTES EXISTING RETAINING WALL < �,_ 4 � t\ ,� zi � - n,� �`` � • �.�. , - �j .�• DENOTES EXISTING SPOT ELEVATION v i l /ii`{3$ ��}� • - -' * �' F /fib r` / ; '� sJo s --` 8 �`� ! fL i�� / \ DENOTES EXISTING BUILDING >- / LL �`Q1SP `��;'n ) �y� L ml ti DENOTES EXISTING BITUMINOUS I( DENOTES EXISTING CONCRETE tKG i r . i O I f . t DENOTES EXISTING FENCE 4-4/ \ f, Revisions Date: Description: Date: Description: 1 30 04 Revised Site Plan CB 2/25/04 Revised Site Plan CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the lawsofthe /State �of Minnesota. KENNETH ADOLF Date: 12/05/03 Reg. No. 12048 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soll Testing • Environmental Services www.achoeknadeonoom VWO Wayzata Baievard bineapofe, W nesota 55305-1525 phony (952) 546-7601- fax: (952) 546-M CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Project Name/Locabm KENYON BLUFF SHAKOPEE, MN Sheet TiOa EXISTING CONDITIONS Data 12/05/03 Sheep 2 6 Of SNU Project Number: 64085-001 I Y LEGAL DESCRIPTION Lots 1 and 2, "PLEASANT VIEW", Carver County, Minnesota and Proposed Oak Grove Avenue Right of Way Vacation LOT/BLK 1/1 Area: 43,213 sq. ft. 0.99 acres LOT/BLK 2/1 Area: 18,471 sq. ft. 0.43 acres LOT/BLK 3/1 Area: 21,896 sq. ft. 0.50 acres DEVELOPMENT SUMMARY 1 \ � '� t�l � `� � \ 1 `•, � _ � ' � TOTAL ACRES = 2.16 AC. 'm �- -- - .. � _ __- ._--_ 4.05` ` E. � 4 I `� � `�-----" SINGLE FAMILY LOTS 1 92 AC v' ' — - - 149.V5'\ STREET RIGHT OF WAY = 0.24 AC. (PLEASANT VIEW ROAD) '976 136.13' - ;` '' z 0 30 60 90 —� SINGLE FAMILY LOTS = 3 l� SCALE IN FEET = I I r \ SINGLE FAMILY LOT REQUIREMENTS AREA 1 5 000 S.F.5 F MIN % LOT WIDTH = 90 FT. MIN. LOT DEPTH = 125 FT. MIN. i t I 43,213 sq. ft. / i' \ F , ` Gn 1.. 1 -- _..,_.•� �.. 0.99 ocres i 1 ` '� `^ -. n O E f \ C6� \ A- SINGLE FAMILY ACTUAL LOT DATA o 33 i�� 'J r_`' AVG. AREA = 27,860 S.F. �� AVG. WIDTH = 151 L.F. \ \ 66 '�-=" AVG. DEPTH = 185 L.F 18,471 sq. ft. .` ..s''�! 0.42 acres 30' - ." • ✓ $ ` RAINAGE ENT i SITE DENSITY = 1.56 UNITS/AC. SEM \ T1LN EA { I UTOTAL AREA TO BE PLATTED= 9 31.76 sq ft. ( .16 acres) f 39 2 s /'� SINGLE FAMILY SETBACKS ,^ FRONT = 30 FT. PUBUC STREET ,+ "@� < '� / t REAR = 30 FT. ! L 1 Cy ` 9 4( U SIDE = 10 FT. 1-----� I SINGLE FAMILY \ ` 1 -' TYPICAL SETBACK DETAIL t o ( o FRONT LOT LINE VZ IF \ 1 J 30' 6= ' @LUFFF 30 1 1 3 1 t 1- 14 } 4J ''•^`._.,e. \ - - _ IMPAC �"' BLOCK NO. 21,896 sq- ft. _- - n SETBACK UNE 1 3 i ``�_•`^ = - '' ` - - 0.50 acres % ' ` ` ( LOT NO. I o1 F \ ° REAR LOT LINE \ \ - __ - 1'--__. -moo' DRAINAGE & UTILITYTYPICAL ESMT. DETAIL _ - � \ _ \ EASEMENT,.. ALSO PRIVATE \ STREET EASEMENT / - (DRAINAGE AND UTUTY) 1 \ 7.4`2 ` - _ PROPOSED \ 4� m FRONT LOT LINE 39.4 I9. 10 / t o sy lip l /� 3 0 o�j�-tip._ � `� \\ �� (j 1 ^ � � � ` ,>,i �'•3 'ra'J k -� _ _ -' -��.__. ��`..a,.—e•..` r �' I � � 5' �n i S A Y \ 15' 5 REAR LOT LINE HOAD I\� �' /, ✓>, f '—: *30' WIDE PRIVATE ACCESS EASEMENT -j� / -..._ is \` t /_h t jjI l rSOIL TYPE: /+ ,%' 1 Hoyden Loam soils 12-40 percent slopes `� O t ` . i i ! , 1 / '_`� ✓ ! zL Haf, Had, HaE2 + 1 �/7 Tree Canopy Currently 40,952 sq. ft. (45% of site) Tree Canopy to Remain 29,090 sq. ft. (71% of existing canopy) Tree Canopy Required by Ordinance 14,333 sq. ft. (35% of existing canopy) Existing Tree Count 145 Trees To Be Removed 42 I � rl \ I Revisions Date: Description: By: Date: Description: 1 30 04 Revised Site Plan CB 2 25 04 Revised Site Plan CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. 'Il KENNETH ADOLF Date: 12/05/03 Reg. No. 12048 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.echoetnadem=n I0580 Wayzata BoUevard Wrv,eapofe, Mdrr,eaota 55305-1525 phom- (952) 546-7601- fax: (952) 546-M I® CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Project Name/Locabort: KENYON BLUFF CHANHASSEN,MN Sheet 741v PRELIMINARY PLAT Data 12/05/03 Sheet 3� 6 SMI Project Number: 64085-001 /Z N { f I U Y /^, \q < \ i A-K t VEND BUILDING SETBACK- I � t I � �1 1 30 \ i ► \ I -1 F N I I 1 1 \ ` \ / N / 1 SAVE T-REE \I I o r1 O 1 T/W-978 0 n f e i"n l - CA A � -�---` 0� 30 60 90 �1 SCALE IN FEET q) �974— y _ PTIBA 19 R B a, - BLUFF { IMPACT ZONE 4 1 I I \ � t 1 I i 9 WO. s I I 1\ o \ \, ys \ V `._ BLUFFor co 0 t ". 3 __—'..`su-•s> Tit t� i P-1 Revisions Date: Description: By: Date: Description: By: 1 30 04 Revised Site Plan CB 2 25 04 Revised Site Plan CB LE S i I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws }yooCf(/the /State �ooff Minnesota. KENNETH AD01Y Date: 12/05/03 Reg. No. 12048 s2 \ �950.0 ROCK I ' O/ 1 D CONSTRUCTION \ ENTRANCE /- �``---..,,' � ✓ tea" U Designed By: Drawn By: Checked By: A' ,y r L _ Schoell & Madson, Inc. Engineering a Surveying a Planning Sol[ Testing • Environmental Services wwwichoelmadsorLoom ID580 Wayzata Balevard Ai neapofe, Mineaota 55305-1525 phone (952) 546-7601- fax: (952) 546-9065 CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PERMITS 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 11.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. LEGEND DENOTES EXISTING CONTOUR -----998 ---- DENOTES PROPOSED CONTOUR 1.0% DENOTES PERCENT OF GRADE DENOTES DRAINAGE FLOW DENOTES PROPOSED RETAINING WALL DENOTES EXISTING RETAINING WALL - 00000000000 DENOTES EROSION CONTROL FENCE — — — DENOTES LIMITS OF GRADING DENOTES EXISTING SPOT ELEVATION x DENOTES TREE TO BE REMOVED F DENOTES FULL BASEMENT WO DENOTES WALKOUT 932.0 DENOTES HOUSE PAD WITH GARAGE AND WALKOUT 924.0 GRADE ELEVATIONS r 932.0 DENOTES CUSTOM GRADED L 924 O J HOUSE PAD DENOTES ROCK CONSTRUCTION ENTRANCE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Project Name/Locatim KENYON BLUFF CHANHASSEN, MN Sheet Tree PRELIMINARY GRADING Date 12/06/03 sneer. 4Of 6 S1dI Project Number: 64085-001 a 0 30 60 90 �J SCALE IN FEET - ,- AK qR0 VE A°VENUE CK < 3WET TAP NA I GE &\ CONNECTION TO DRpISEMENT EX. 12" WM —A CONNECT y �t TO EX. MH \ I b N 8 \� > RESTORE EXISTING > STREET TO LEGEND ORIGINAL _ 1 SECTION Y 1 DENOTES BOUNDARY LINE DENOTES DRAINAGE/ UTILITY EASEMENT MH 1 1 ` {a DENOTES EXISTING WATERMAIN 4 - RIM=965.97 ` 3 \ - INV.=955.97 11 \\ \ �,r z I DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER 1015 DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER e6 Z. Fyn fl DENOTES PROPOSED BUILDING PAD �° \\ \ \/ / * /'F pti _ 1 DENOTES CUSTOM BUILDING PAD -_ - If CAP \ 1 / DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE 4 _ MH y ti y C , DENOTES EXISTING HYDRANT l / c�\� 8_.� DENOTES VALVE 1« DPE STORM `' �S t£ �_ — — -- DENOTES PROPOSED HYDRANT \ SUMP CB C'��.. -- LLI \ R� w z CONNECT TO J N DENOTES PROPOSED GATE VALVE EX, ` EX. CBMH �Z P L Eq `•- O SAN q V <` �{.•ty � � �-���� I ^ , DENOTES EXISTING STORM MANHOLE/CB - - vi/ R —_- Oq D, Fap�`` — -- / E DENOTES PROPOSED STORM MAN OLE CB / 1 ,y RESTORE EXISTING \� CCU`\1 STREET TO r ORIGINAL r} SECTIONIJJ >, 1 _ y \ �� �„ � AL - WARNING TP THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES •( •! it Pi'/� \I } \/ ; \ FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, P j J CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED / STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR # F / REPLACE THE ABOVE WHEN DAMAGED DURING - CONSTRUCTION AT NO COST T OWNER. � � 0 R. 0 E Revisions Date: Description: By: Date: Description: By: 1 30 04 Revised Site Plan CB 2 25 04 Revised Site Plan CB I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws }ooff the State of �Miiinnneessota. KENNETB ADOLF Date: 12/05/03 Reg. No. 12040 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soll Testing • Environmental Services www.echoelrnadem=n 10590 Wayzata BoLievard Wrneapoie, Wffmota 55305-1525 phone (952) 14&7601- fax: (952) 546-9065 Client CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Project Name/Localion KENYON BLUFF CHANHASSEN,MN Sheet Title PRELIMINARY UTILITY Date 12/05/03 Sheet 5Of 6 SNIT Project Number: 64085-001 6' 1 Distance to � variable 1 /2•r 3•r 1 /2'r Top Bituminous Material slope ` ° 3 4• er ft MnDOT B618 > Concrete Curb and Gutter 8 18" 6' 1 Distance to E variable 1/2'r 11 3'r 1 /2'r Top Bituminous Material slope 3 4' or, ft MnDOT B612 Concrete Curb and Gutter ' f NOTE: 6- 12' For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" 68"R Top Bituminous Material N � •� ' SURMOUNTABLE o 1/20...�,. \ Concrete Curb and Gutter 17 1/2• 10 1/2• 28" 4' 8' 1 1/8'r Bituminous Bituminous Curb Surface 6' Shoe Formed N- CITY OF TYPICAL CURB CHANHASSEN Y AND GUTTER REVISED:2-97 DATE: 2 97 PLATE NO.: 5203 F-1 NAME:3 Revisions Date: Description: By: Date: Description: By: 1 30 04 Revised Site Plan CB 2 25 04 Revised Site Plan I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer uu�ndder the laws }oof(the JState o�ff Minnesota. �'LLt•CiT/fit--. C..l G;I:!/�-fi-r EENNETH AD01Y il Date: 12/05/03 Reg. No. 12048 Designed By: Drawn By: Checked By: 11.0' to Back .b• 01 4" Topsoil, Seed & Mulch or Sod. Bituminous Curb 6" Shoe Formed As Noted CL 11.0' to Back V- 1.5 : 1 1 1/2"-Plant Mixed Bituminous Wearing Course Type #41WEA50055B Tack Coat - 2357 2"-Plant Mixed Bituminous Base Course Type #31BB850000B 12"-Class 5 Aggregate Base, 100% Crushed TYPICAL PRIVATE STREET Schoell & Madson, Inc. Engineering a Surveying a Planning Soil Testing a Environmental Services www.achoelmadsorLcom )DUO Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone (952) 546-7601- fax: (952) 545-9065 Recommended Toe -In Method Set Posts Firmly (Post Shall Be Oak or green treated) Fabric per HNDOT 3886, Fasten with Lath, Nails or Staples, Color shall be international Orange 6" Min. Depth QA Dig or Disc Trench BO Lay in Fabric & Backfill EROSION CONTROL -FENCE - TYPE 1 Steel Fence Posts shall be used to Support Snow Fence (Woven Wire may be substituted for Snow Fence) Steel Fence Posts shall be used to Support Snow Fence (Woven Wire may be Subsituted for Snow Fence) Silt Fence --- Hay or Straw Bales Two rebars driven through bale 1.5' to 20' into the ground. Bales to be recessed 6' below grade. Sales are to be tied with a Non —Degradable Material. 7 CITY OF SILT t� CHANHASSEN FENCE RE`rSED:2-97, 1-02.:-03 DATE: A 97 PLATE NO.: 5300 0 0 LLJ 1- Ow� L-l>w Qw C0-0_ -O D _C OfF- n w 0- cn 20' 45' 20' 45' 25' 25' GRADING GRADING GRADE JRADE 110' 1 j jj110' �- 1 1 1 10' �— -� 0.5' 0.5 0.5' FINISHED 0.5'ISHED 2 GRADE 2 ,,FIPN ADE 9 5'� BASEMENT FLOOR 1 0.5' 0.5' J TOPSOIL 9 TOPSOIL W O BASEMENT FLOOR SLO � R HOUSE PAD DETAIL GRD-3 CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN 16121 770-8885 Date: 12/05/03 Sheet TrL-- Sheet DETAIL 6 of 6 SMI Project Number: 64085-001 Project Name/LocaBoro KENYON BLUFF CHANHASSEN, MN AL CITY OF CHANHASSEN / RECEIVED / JAN 3 0 2004 CHANHASSEN PLANNING DEPf I \ 3 i. 7I apt ,�a�yyE L s a C QS LOVE N PLEASAt4t o- d o4 PER F4X 0 30 -_ 60 90 > Z VI `EELAND m �. scatE IN Fee. AKE 01 L) QIIjVQ QJCY I RD.Py�'O,n� d :NAI, D H WESTERN D 9 w C R. HIAWATHA DR. !4� L� 3 CARVER BEACH RD. 13 �(i °• d i CREE DR. g �`d 3•C' NT PI LIME EAG =A• ¢ KE DER 8LL WOOD & N a PONTIAC / STor, Tg. / A. LS. U a0 �p0 tIy "ONTIAL�L¢1 C` $����CCC �� BUTTE CT. T,PO 71. +CpNE�, / Qv 1j J :T. '7 71 L � )3 O� CTIF AN ri.:..t ,tea K� 0 LOCATION PLAN NOT TO S E `aAY v an ',�-OXTAI w 2 3 v CT. J v Z OX5a � CSU .54. PLEASANT CIR. -55, BLUE RIBBON t 56. HUNTERS CT. SHEET INDEX SHEET DESCRIPTION 1. COVER 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. PRELIMINARY GRADING & EROSION CONTROL S. PRELIMINARY UTILITY PLAN 6. TYPICAL DETAILS a_ r WAI C LOTUS I b.reb, c .f, Unt 11m plan .as prt,m4 by m. m uadm Rsgw 9r CiN Rajeel NW I OYr my dir-1 aup mdun and Wal I am a Umma Pml.mleml Sehoell & Madson, Inc. Po.• Br _ KENYON BLUFF hn omSHIIi Eglneering • SurveI , Planning CBR DEVELOPMENT M SOII Tectbg • EmlrOmeMal ServNae 4550 WESTON LANE NORTH CNENto/oe/oa NETT IOOV [wH��e O, X=Wenw mi d 16,2 ]TO-B 85 COVER W4I2jO5/03 - NtIs MnaaL . No mWmaaaoN 55 )II'tM - -- oa.a caul s4s,5or-u, N52 sasvo5s 1 a 6 SKI Project Number 64085-DOI 1 -------------- ��R�PLEASAl�T 4 \ n INNO M fim�,9''9 e / \ -,rr v♦ 1 " ) / / S � / / / / / / / \ `kl� 4b 0 30 60 90 SCALE IN FEET LEGEND gpB OEBOTES EXISTING CONTOUR DENOTES BOUNDARY LINE - - - - - - - - - - DENOTES DRNNAGE/UTILITY EASEMENT < DENOTES EXISTING SANITARY SEWER I DENOTES EXISTING WATERMNN SEINER 9104 DENOTES EXISTING SPOT ELEVATION O DENOTES EXISTING BUILDING DENOTES EXISTING BITUMINOUS DENOTES EXISTING CONCRETE -- DENOTES EXISTING FENCE Schoell & Madson, Inc. "isdmssaLOCea" D.IN e Engineering • Surveylrig • Planning CBR DEVELOPMENT KENYON BLUFF tfy06yOa C_ Soil Testing • ErrvironmerNal Services 0550 WESTON LANE NORTH ENAXOPlE. MN cN[Ia 99DW,oe°.emncar v6Y 1 770- MN EXISTING CONDITIONS 112.6 f Q esw w.yx.I. gwcora LYM UTH, M 5 9�1lis V Mnv%ofis <.a. ss zm pvn (95n SK-Em - Iv: l95n 5 9065 a SMI Project Number: 64085-Ml MI Project Number: MMD-bbl r— — WK GEND ccl ' VACATED s Ta - i A i e I I CFI ;�`♦�. i� 1 ` 1 � ._1 6N}. I i 1 L— /k to I T T 1 \\ v{ I ��3 \1 _ I` Il 1 1 t IN11 iU I(1 1 1 7 \ wo 966. -96 q K 1 \ I rl j II ♦ I nl Ai r I/ Fill ROA — \, EROSION CONTROL NOTES: 1. ALL PERIMETERSILT FENCEPIRG AND ROCK CONSTRUCTION ENTRANCES A / / SHALLINSTALLED BE INSTALLED PRIOR i0 CONSiRUCT10rv. / J ! � A. / / 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO 511E Y if^ ` / GRADING. £ J. THE CONTRACTOR SMALL GRADE SIZE AND INSTALL UTILITIES. 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL O •♦ —may / MEASURES 5. WITHIN iLL DI WEEKS OF SITE GRADING. AU. AREAS SHALL BE A. / STABILIZED WITH SEED. SOD OR ROCK BASE. REFER TO IANDSCME PLANS FOR MATERIALS. 4 / 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT .� 0 31 60 / 9O PERMITS �1 J, THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES. OP/ .KI FEET INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT OO Rf �T' 1 i 1 FENCES DURING THE DURATION OF THE CONSTRUCTION. 0 1. \x a� % \ \ 6. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY / THE CONTRACTOR. 9. REMOVE ALL EROSION CONTROL MEASURES LATER VEGETATION IS y / ESTABLISHED. q '✓ T 9 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED \ ONTO E%SYNC STREETS AND PAVED AREAS. . / 11 IF BLOWING DUST BECOMES A NUISANCE. TO THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 1 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS- 4 � V� 0 / LEGEND 598 DENOTES EXISTING CONTOUR -996- - - DENOTES PROPOSED CONTOUR DENOTES PERCENT OF GRADE DENOTES mwNAGE Flow 00 W 6, DENOTES PROPOSED RETAINING WALL O wk DENOTES EXISTING RETAINING WALL oo - i ���\-00000000000 DENOTES EROSION CONTROL FENCE O/ — — — — — DENOTES EROSION CONTROL FENCE 9 ' \ ` 7 /\\ -"> ' DENOTES EXISTING SPOT ELEVATION SLO DENOTES SIDE LOOKOUT \ r _ SWO DENOTES SIDE WALKOUT /45• < C�^�FWO DENOTES WALKOUT r 9JY 0 DENOTES HOUSE PAD WITH GARAGE LANDEV WALKOUT 0 < GRADE ELEVATIONS / DENOTES ROCK �L ,1 CONSTRUCTION ENTRANCE _ P A ; WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES. CONDUITS PIPES. MANHOLES. VALVES. OR OTHER BURIED I STRUCTURES BEFORE DIGGING. HE SHALL DURING OR j ll REPLACE THE ABOVE WHEN COST TODAMAGED DURING I / CONSTRUCTION AT NO COST TO OWNER. I y do esupe Hal am plea .,a pra bm M professional or inner oesyi.e h Qra H4Fa XWMne<bn ®) mreel sunly Mat ma Iml s p a rel by pe or mull Sehoell & Madson, InC. KENYON BLUFF is/Da/Da lta: e a Ne la.a n1 Ne sNl<f{W umm W. Englneering • Surveying • Plannlrg CBR DEVELOPMENT CHANHAESEK W �( Soil T6atlrrg • EnNrplmental SarVICBs 4550 WESTON LANE NORTH wwwraw�sAAT IN KEIb MMIV �W,sa ward 161210770-B BS [nRla W e. . W— " PRELIMINARY 0.N12 O/Oi _2016 eLbncnlL Mneealn �sx 'W ORADIND QV H6z) sw>sol - Mr cssv sessas a - SEI Project Number: 64055-001 SYI Project Number. 64085-001 5' Dalade le i rwiade 1/2'r ,�,, lep B-lumnws Yalerid McPe R 3 s• • We" 8618 • Y• Itr Concrete Gne old Cuue, npr 1/2., Marial Top BituminousmooMaterial Z MnDOT 8612 Concrete Cam old Ginner NOTE Pp Use O.ly eim PrivOle Dr6exoys, Paging Lel; W Mea'wm. Mx 12•R 16 68•R r Tap Bituminous Yolaid I I/ '.n SURMOUNTABLE p eona,ete c,,.e one Bauer e• e• I I/p•. �tumnwa BRumincus Curb sl,m«. 6' Shoe Formed CITY OF CHANHASSEN 1.01 30" 2Ax e" Topsdl. Seed , %2--Plant Mixed Bitumnoua Wearing Course e Mulcin or Said. Type /e1YEA500558 EL TocA Coot — 2352 Bilumia Ws Curb 6" Sn« formed 2 —Plant Mixed Bituminous Bose Course T,pe /31888500008 As NOW 12"—Gloss 5 Aggregate Base, 100R Crushed TYPICAL PRIVATE STREET Recommended Toe —In Method rSet Posts FNmly (Post Shall Be Ooa / « green lreatM) / Fabric per MNOOi 3086. Fasten vith Lath, Noss or Stades. Cd7 shall be Nter. orml D-ange " Min. Death Q Dig ar Dix Trench OB to, in Fabric a Bacefal EROSION CONTROL FENCE — TYPE 1 Steel Fence Posts sholl be sed to Support Snow Fence (Woven Wre may be substituted far Scow wififffifia Fence) EROSION CONTROL FENCE — TYPE 2 Sleet Fence Posts shall be used Io Support Sr -ow Fence (wo.en Wre may be Sobsoulfor Fenceed Sno.) Sat Fence M e de 1w�.N -, n.5' bras' no 2a'2i10 lthe 4wnl ..., Baler no Ee rttesae0 6' Cafw v� a EROSION CONTROL - ea,aawle Yan�n url-lu dd FENCE — TYPE S mil CITY OF CHANHASSEN 4 o,� 0, w R C�¢ w>w o¢1— p o¢a wa n w a N M. 45' 20' 45' 25' 25' NG GRACraC 0' 0' 10' f 10' f .5 FlN'SHED 0.5' \ 05 FINISHED 2' GRAD 2NJ I I I GRAD g' S' BASEMENT PLWR 0.5, 0IT TOPSOIL 9' TOPSOIL BASEMENT FLWR SLO R R HOUSE PAD DETAIL CRO-3 I bi.es. c:Wiry Bal Mu Ilan .a prepared D1 ear, ar uneer ar.,ea ey -- — CierL neFafeseAausNr Osle Is, d,n,t mpmmfun and Wat I am . Lam.N Prufaamn,l Schnell & Madson, InC. KENYON BLUFF I kerb, Bee tie lax, al We state ,, Englneerhlg • Surveyblg • P'lumning CBR DEVELOPMENT C"MASeEN. ,wil Sell Tectlrg • EnAranmentel Servla8e 4550 WESTON LANE NORTH AflN.IWV ldvxenedN`ncfln PLYMOUTH MN BIOM it 9Yet �, 1©10 W.n.Y exMvvd 15121 770-BB 65 DETAR bite 1210111 Te{, NN, 12DM Lrreeq]Y Mn�1e .'6'p5-ts25 1a�enSy saa-tcw-wcBst)SW-aW5 _ _ _ a 61 Sent Project Number: 64085-001 P S 48008100" E NV y. official Copy Community Development DVL 305.85 N 4 05356" W KENYON .220 R#23" 628o 57 /00 0 W 12�5�,19 LUFF KNOW ALL MEN BY THESE PRESENTS: That CBR Development, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lots 1 and 2, PLEASANT VIEW, Carver County, Minnesota. Has caused the same to be surveyed and platted as KENYON BLUFF and does hereby donate and dedicate to the public for public use forever the easements as shown on the plat for drainage and utility purposes only. In witness whereof said CBR Development, LLC, has caused these presents to be signed by its proper officer this — , 20__ . SIGNED: CBR DEVELOPMENT, LLC °2 STATE OF MINNESOTA COUNTY OF --- its The foregoing instrument was acknowledged before me this __ , the Notary Public, _ County, Minnesota My Commission expires_ — . 20 day of day of 20 , by of CBR Development, LLC, a Minnesota limited liability company. I hereby certify that I have surveyed and platted the property described on this plat as KENYON BLUFF; that the plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot; that all have been correctly placed in the ground or will be correctly placed in the ground as designated; that the outside boundary lines are correctly designated on the plat and that there are no wet lands or public highways to be designated other than as shown on the plat. Daniel G. Nickols Minnesota License No. 19839 STATE OF MINNESOTA COUNTY OF _ The foregoing instrument was acknowledged before me this Surveyor. Notary Public, _ County, Minnesota My Commission expires 20-- CITY COUNCIL I hereby certify that on the approved this plat. CITY ATTORNEY day of Mayor day of 20___ , by Daniel G. Nickols, Land 20 , the City Council of the City of Chanhassen, Minnesota, Clerk I hereby certify that I have examined this plat of KENYON BLUFF, and do hereby recommend this plat for approval as to form this of 20 By City Attorney PLANNING COMMISSION Approved by the Planning Commission of the City of CHANHASSEN, Minnesota, at a meeting thereof, on the 20 Chairman By CARVER COUNTY SURVEYOR Pursuant to Chapter 7, Minnesota Laws of 1976, this plat has been approved this By Carver County Surveyor CARVER COUNTY AUDITOR/TREASURER day of Secretary day of 20 day I hereby certify that there are no delinquent taxes paid for all years prior to 20 for land described on this plat and transfer entered. Dated this day of , 20 By Carver County Auditor/Treasurer CITY OF CHANHASSEN RECEIVED CARVER COUNTY RECORDER MAR 1 9 2004 1 hereby certify that this plat was filed in this office this day of _ _, 20 , at o'clock __M. as Document No. CHANHASSEN PLANNING DEPT SCHOELL & MADSON, INC. ENGINEERS * SURVEYORS * PLANNERS SOIL TESTING * ENVIRONMENTAL SERVICES By Carver County Recorder 1 A i�W L— �. e 2 E55 j � A 904 `, 10 t i� Revisions Date: Description: By: Date: Description: By: _BW 950.5 -� - AV TW=966.0 BW=946.0 u v X z1 ',1 sae _— _X_j X:o X �' u sEreac t� i (34 I N< BLUFF A \ F { IMPACT i ONE I 11� j y TW=973 0� ' ` ' ` t I ] 1 1 BW=950 0 950.3 w t 8W 950 \ -ug —95 TW=962.0 ,i__ -� � ' � _ � ; `• tfib BW 9 lip Xxx ,P , LET •.`L t --.._ 1`"•- _ � �,5 �p�/ /, �,,` I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. KENNETH AD01Y Date: 12/05/03 Reg. No. 12048 Designed By: Drawn By: Checked By: 0 r- L Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services wwwactoelmadsoncom 0 10580 Wayzata Boulevard Mlrreapofe, Wrnesota 55305-1525 phone (952) 546-7601- fax: (952) 546-9065 1 0 30 60 90 SCALE -____- IN FEET EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PERMITS 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. L GEND -- -998 --- _BW 950.5 -� - AV TW=966.0 BW=946.0 u v X z1 ',1 sae _— _X_j X:o X �' u sEreac t� i (34 I N< BLUFF A \ F { IMPACT i ONE I 11� j y TW=973 0� ' ` ' ` t I ] 1 1 BW=950 0 950.3 w t 8W 950 \ -ug —95 TW=962.0 ,i__ -� � ' � _ � ; `• tfib BW 9 lip Xxx ,P , LET •.`L t --.._ 1`"•- _ � �,5 �p�/ /, �,,` I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. KENNETH AD01Y Date: 12/05/03 Reg. No. 12048 Designed By: Drawn By: Checked By: 0 r- L Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services wwwactoelmadsoncom 0 10580 Wayzata Boulevard Mlrreapofe, Wrnesota 55305-1525 phone (952) 546-7601- fax: (952) 546-9065 1 0 30 60 90 SCALE -____- IN FEET EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PERMITS 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. L GEND -- -998 --- DENOTES PROPOSED CONTOUR DENOTES EXISTING CONTOUR 1.0% DENOTES PERCENT OF GRADE - DENOTES PROPOSED RETAINING WALL DENOTES EXISTING RETAINING WALL DENOTES EXISTING SPOT ELEVATION F DENOTES FULL BASEMENT DENOTES HOUSE PAD WITH 932.0 GARAGE AND WALKOUT Y r C 924.0 GRADE ELEVATIONS 1 , ` X DENOTES TREE TO BE REMOVED c Ci ti Tree Canopy Currently 40,952 sq. ft. (45% of site) Tree Canopy to Remain 16,098 sq. ft. (39% of existing canopy) Tree Canopy Required by Ordinance 14,333 sq. ft. (35% of existing canopy) Existing Tree Count 145 Trees To Be Removed 88 CITY OF CHANHASSEN - y RECEIVED WARNING FEB 2 6 2004 THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES CHANHASSEN PLANNING DEPT FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR f1 REPLACE THE ABOVE WHEN DAMAGED DURING / CONSTRUCTION AT NO COST TO OWNER. CBR DEVELOPMENT 4550 WESTON LANE NORTH PLYMOUTH, MN le121 770-8885 Project Name/Locatim KENYON BLUFF CHANHASSEN, MN Sheet Tdla PRELIMINARY GRADING/ PUBLIC ROAD CONCEPT Date: 12/05/03 Sheet 1 1 Of SMI Project Number: 64085-001 'Il ' f, i i i i i i r � /e 4 to f C r d` if L e / A Y< \ r - n �-� n 4 l —r i_ z 0 30 6c' 90 " SCALE IN FEET / O / QT ` / v (vim •��} -Y' \ LOCATION PLAN NOT TO 5CA Offiew Ckw Community Development 0801L SHEET INDEX SHEET DESCRIPTION 1. COVER 2. EXISTING CONDITIONS 3, PRELIMINARY PLAT 4. PRELIMINARY GRADING & E N CONTROL 5, PRELIMINARY UTILITY PLAN ��IOOFCHANHASSEn. 6. TYPICAL DETAILS RECEIVED FEB 2 6 2004 CHANIFAMPLANNING DEPT I hereby cerbly Mee this plan waa prepared by me or under Desq�+^ F� Cart my sir ct euper.fsmn and Ibal l am a Gamsed profenlomal choell & Madson, Inc. bapower under Me laws of Me sae of slnoesou. M1ow W En9Meering • Surveying • Pleenin,, CEIR DEVELOPMENT soil Te6f4g • EnNfenTOMel Services 4550 WESTON LANE NORTH UTH. and MN. mum, TJ � Mq W.... Too SonaevO R16121 O770-8885 enenea Menewew Lereeae svos-sn Dale: IzLLoa ul. xo. _ Izdde — q,cr,e 69 2) 5a5abm -let (962sus-wss prt{KI NeroM1asba CW KENYON BLUFF U/05/02 cxdbplxdLsseK rrp 9Ma1 Tee BMnd COVER 1 d 6 SYI Projed Number: 64085-001 I ces,Wv Wxu.<. _f R M0 1 0 DO SOb 90 SCALE IN FEET LEGEND 99E DENOTES EXISTING CONTOUR DENOTES BOUNDARY LINE --- - ---- DENOTES DRANAGE/UTILITY EASEMENT < DENOTES EXISTING SANITARY SEWER I DENOTES EXISTING WATERMAIN SEWER << DENOTES EXISTING STORM SEWER 0 0 DENOTES EXISTING STORM MANHOLE/ CB Q DENOTES EXISTING SANITARY MANHOLE Lt DENOTES EXISTING HYDRANT g DENOTES VALVE - xrn DENOTES EXISTING RETANINC WAL .105 DENOTES EXISTING SPOT ELEVATION O DENOTES EXISTING BUILDING DENOTES EXISTING BITUMINOUS DENOTES EXISTING CONCRETE .. .. -- DENOTES EXISTING FENCE I LerzA, «Airy 0.1 Wi 'I...., A""M E, m<.1 uHer 0.sq..a By ONW AefRl NXR/Ln<A6Y Dr ®, dlm<I nrynidon and thA I .m . D«m<A I'mi"sion.l Schoell & Madson, Inc. ► KENYON BLUFF 12/05/03 Eryineer unEer m< l..s of ln< Slal<nl YinnewM. aq W FngNaeeing • SMr vane • l S.,XIc CBR DEVELOPMENT SMIIROPEE. YN h{1.1ydl i/SUt, dY/J/� SOII inewrin • EminaArig,N11 Snning 4660 WESTONDEVELOPMENT LAME NORTH ®IRON .f00V LL9p WA PLYMOUTH. BAM �I 91eet c-1.e er 85 EXISTING CONDITIONS hie IZ/M/N L'. NA INN ��� � �Isn glww re6D sesi6Ol - M. I9u s<s-vous a SMI Project Number: 64065-001 9eririooa Oercri 6. DNIe: I bNdr ea1i1! W1 W Ilu m trTtd b w t re N{gee( o rN Wl I w, 4mN hMmi�Y oey.0 4 ^ Bch & Madson, Inc. cfsi Mytl MwMmllr KENYON BLUFF Dtlr niosioa I 04 liLM Si PmRe sit. K. ca E nif. a. h[ueer ee$N tee o.. a ter s,lr a m.ml.. aa_ M vk - SurcirHno - Pte CB DEVELOPMENT eNAruaalo4. w 2 0{ tfevised $Ile pt0 C$ Q�LL4`� mNm my 12/05/00 120M GelN � rvi $dl TBBIIry - ET'IrOflTprlr Bl $BrVICB6 ON Teton,, O56] W % d NAra+cw lAlvn.db 4550 PLYM ON LANE NORTH 5 16121 7 TH, MN letm no -sees llwlTb BNdt PRELIMINARY PLAT a v Urlr: 1,. No. pwe' (4521518-]801-Ian (95R151a-0095 al - $YI Project Number: 64085-001 i ME GK GROVE AVENUE. PROPOSED TO BE — "VACATED \ a `- d ra R i • I ( .r I Remmam D.t< Dexri lion: D.M 'en: 1 O6 termed Sile PMv R 2 OX Reriu2 $U Plae LE TI J �9T6 916— �M/t I J y ,.> Y r \ / EROSION CONTROL NOTES: I. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION L J l v 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE ; / � GRADING. }, THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. !. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALLBE / " n STABILIZED WITH SEED. SOD OR ROCK BASE. REFER i0 LANDSCAPE Burk IyG `\\ PLANS FOR MATERIALS - N r— GETBACX( 4 <"{ 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT 0 W 50 -'w g0 PERMITS yT0 / / — — n 9. THE CONTRACTOR SHALL MAINTAIN ALL EROSNNI CONTROL MEASURES. 9 T q.4 / T I -SCAE JN FEET INCLUDING THE REMOVAL OF ACCUMULATED SILT N FRONT OF SILT FENCES WRING THE DURATION OF THE CONSTRUCTION. 8. ANY EXCESS SEDIMENT N PROPOSED BASINS S4441 BE REAgvEO BY THE COMRACTOR. /I 1 \I 1`I / 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS 11 ��� 1 / ESTABLISHED. W o 1 1 e G I O 10- THE CONTRACTOR TSHINJIREES REMOVE ALL SOILS AND SEDIMENT TRACKED S AND PAVED AREAS PmBECOMESNG DUST TANK ETOR SHALL AEEWATERFROMA TRUCK TO ALL COUAEA 12. SWEEPADJACENT TN ACCORDANCEGtt O5. f \ t 1 I + K \ I yl ,r V r JI ,1 ` IMF sK V•'. A 595— DENOTES EXISTING CONTOUR -----998---- DENOTES PROPOSED CONTOUR I.OSG DENOTES PERCENT OF GRACE DENOTES DRANAGE FLOW DENOTES PROPOSED RETAINING WALL DENOTES EXISTING RETAINING WALL -00000000000 DENOTES EROSION CONTROL FENCE — — — — DENOTES LIMITS OF GRADING x 9c.Ir DENOTES EXISTING SPOT ELEVATION ccxA yy DENOTES TREE TO BE REMOVED F DENOTES FULL BASEMENT WO DENOTES WALKOUT 9320 DENOTES HOUSE PAD WITH GARAGE AND WALKOUT 4. GRADE ELEVATIONS r 1 93"o DENOTES CUSTOM GRADED L mi& J HOUSE PAO DENOTES ROCK CONSTRUCTION ENTRANCE A ; WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES, CONDUITS, PIPES, MANHOLES. VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAUR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. I Most, semi, I1.1 ones y1..n PepM 4, me or 9n4r 9evgea Br ClockA, AHeal cr,rnss.. And that I cm , D... red! "Afearon.l Schnell & Madson, Inc. Earners der me M. of ue Size o1 Wnnnola. onm Engineering • SMrveylrg • Planning CBR DEVELOPMENT -- I AW SOLI Testing - ERVIrMTWnIN SerVIU9 4550 WESTON LANE NORTH 20 REAMM AMUWe1A/iLw—OA _ _ 1I Wa,.4 BalererE 1612 CUTH, MN 770-8 85 OecNd W Mmepci, Wme.ol. Sim -en D.U: 12/95/06 _ R<l. No, _I:Od6 oware (952) 516260-Iv 19521 Se69065 K N TON BLUFF11w06/03 6:Rwrlwlgn4 w 9eMTT4 81Ww PRELIWNARY ORADWD 4 d C SMI Project Number: 640855--001 u "Q COMECT EX. CBMH \ E� OT MH 1 RIM=%5.9T INV.-955.9T n Al n � --AVENUE � Z_ aK V A\ 0 \ \ \ \ ORAIING i E h EASEMEN \ ".\ T r_ SUMP CB CB - / / PLEASANT_' 6' A W RESTORE EXISTING -------. oAD STREET TO �, vN ORIGINAL J SECTION 14 K \. All (� . xJ• 0 \ O / / / / WET TAP CONNECTION TO EX. 12- WM CONNECT J �" �STO � 0894 I �.W�1b i i'Ji Enj RESTORE EXISWNGySTREE- RIGIN TO „ ORIGINAL 5 SECTION i h� lkl- c 0 m 60 90 SCALE IN FEET DENOTES BOUNDARY LINE - - - - - - - - DENOTES DRAINAGE/ UTILITY EASEMENT 1- - DENOTES EXISTING WATERMNN DENOTES PROPOSED WATERMAN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER «--- -- DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER Of DENOTES PROPOSED BUILDING PA D r , DENOTES CUSTOM BUILDING PAD 'J DENOTES EXISTING SANITARY MANHOLE • DENOTES PROPOSED SANITARY MANHOLE -f} DENOTES EXISTING HYDRANT is DENOTES VALVE DENOTES PROPOSED NYORANT H DENOTES PROPOSED GATE VALVE p DENOTES EXISTING STORM MANHOLE/ CS e e DENOTES PROPOSED STORM MANHOLE/ CS WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES. CONDUITS. PIPES. MANHOLES. VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING HE SNALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. I hereh, . itff, Uml 11i p6..., pnp.M by a A Wml r OegrcG xr ci a lx,i.d llMarAanrpn O.ts m, Nin.l.,e .... ..d MN l m. MenM T,.T�..a Schoell & Madson, Inc. CBR DEVELOPMENT KENYON BLUFF wy o•a Iwpveer ueder Ih. 1. .1 We M.M M Yim m l En9lnearin9 - SMrveyll,g • PlannNxg CNI1FNASSEK W /1 SOil TesUilg • EnAronmental Servlcec 4550 WESTON LANE NORTH UTH, MN XENNM MXXF fe4iTeR.. L( qyp Wayzata Bo�W..ra ve,] O7T0.8885 Hwy B cx.neeW PRELIMINARY UTILITY D.M: I2/Oh/0.T pet. N. INII M2) XYNr. - la SSTOS1515 p<.W c9szl s1e-]IiOi I.e t95z1 sw-pa5 —__ - a SARI Pmjecl Num6ec 61085-001 A: 6' f Delance to (.arcade 2 3'r 1/T•r iPo BtumNms Ymnid sws Sf In n ' C W100T B61B _ wrcae we and watt r,, �R.r Too Bitunnous Molerid T 0612 CMcrele cab and Wit. * NOTE: s rr - Fee Uss Only .ith Private Drve..,, Paris" Lets. or Medians. m'R IrR 16' .y Tap Silomnous Moteiul r -'1/Y:'_'; SVRNOU - l'•d "� } e Concrete ed1b eb old ne u,u.r 17 1/2' . to 1/2 - e �11/Br I�I a �aa�e ft.F*LciM. Curb sYrta« IIr Sim Fai CITY OF 'APICAL CHANHASSEN^ �x 4 0 2-97 w.u1 }y} 52ot '0 11.0' to e' Topsoil. Seed =1' t5: 1 1 %2'-Plant Mixed Bitumnws Wearing Caton A mulch or Sad. Bitumnods Cur6J Tpe N111EA500558 L�LTack Coot - 2357 2 -Plotnt Mixed Bilumnous Base Course 6' Shoe Famed As Noted Type /3188850000B 12'-Gloss 5 Aggregate Bose. 100% Gushed TYPICAL PRIVATE STREET F Recommenced Toe -In Method rSet Posts Fkmly (Past social Be Oak / a Fem Irealed) / Fasten per ri(ot3886 Fasten Loth, , Nbe or Ir='DI" Stages. Coot LLot shag be nternational omrge 6' Mn. Depth Q Dig or Disc Trench OB Lay in Fabric It Backfal EROSION CONTROL FENCE - TYPE 1- Steal Fence Posts that be used to Suppot Sno. Faded(WovM Wem0 be t.,"Hituted f« sec. Fence) EROSION CONTROL FENCE - TYPE 2 Sleet Fence Posts !ball be used to Support Sna. Fence (Woven W✓e moy be 5 i« Sr10. FMCCJ F.H. Ba Sit Fence m ea. .yam Sees i].p"n dale isM rtteW fi DNa. yaee mouxu a EROSION CONTROL x�a,"--n.gam FENCE - TYPE 3 xi I CITY OF ,�( CHANHASSEN O~W Ott— R j 11&11 20 45- 20' ♦5' 25' IS' GRADING GRADING CRME GRADE 10' 10' 10' f 10' f 5' FINISHED 0.5' S F1NEiHE 2' 2' g' S' BASEMENT FLOOR 0.5 0.5' TOPSOIL g TOPSOIL WO BASEMENT FLOOR SLO R R HOUSE PAD DETAIL GRD-3 I keno, r'mf, MA Bis F1so so, Petered 4 lad or dealer DN9�M N lit Faded NtweAoobr 0Mr q dire,, .'lnsian and 1Mt I a.. Uamsed eroNn;aM1 Schoell & Madson, Inc. KENYON BLUFF wo6yoa tape der m hn of ue Sete of Minn'... Engineering • Surveying • Planning CB DEVELOPMENT ettAN ASSM 11N Sall Tecthg • EnWronmental Services 4550 WESTON LANE NORTH xxsecMeheh — PLYMOUTH, MN WV �IT� Pants 1@.'XBIR k® to5R1 W,mte R mrd 16121 JTO-8885 Dow: 12/D/D t" N. I" 0leiel Mmeel 4 My'dale SS" ,sm DETAL Q C (Msfl&D 546-7601 - Iu (952) W M5 V a V -- ----- -- -- BYI Project Numher: 61085-00I I 0 L- 10� E,' J r � 4 Z tiE /IT I '1 `k \ \ 9 \I btY- 1 i EROSION CONTROL NOTES: ` \ / i `� y • / / I. ALL PC METER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHL BE INSTALLED PRIOR TO CONSTRUCTION. AL J1 i 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE v / ' GRADING. / £ 3. THE CONTRACTOR SHALL CRADE SITE AND INSTALL UnUITES. J / <. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL / MEASURES. G—/ 5. WITHIN TWO WEEKS OF SITE GRADING. ALL DISTURBED AREAS SHALL BE / STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. <�{ / 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND / MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT _�/� e i 3O 60 / BO PERMITS 2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, .IN FEET FRONT OF ACCUMULATED SILT M FRONT OF SILT ACCUMULATED INCLUDING THE REMOVAL ED SILT V FENCES OUTING THE DURATION THE HEDU D. MY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. / g. RE4q/E ALL EROSION CONTROL MEASURES AFTER VEGETATION IS HEO. EIE / 10. C04 CONTAND SEDIMENT TRACKED THE RACTOR SHALL REMOVE ALL AR ONTO E%1511rvG STREETS AND PALED AREAS. tt. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL \ f APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS ` r" 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH Cltt REQUIREMENTS. tt {Ji r Y-t f`1 2 F o \A. - N `. 1 J Aj5 /J J �iJ j5 � „�ey�dt�'y\y�t56 S BW=9500 ,c` ��qr _ * _ -_ � JJ�A� WA �6• }yJ/ J Nt d'qP E SA T I EX 12" W6 E l 0A r"It t r ell --------, - R\ &Wm. I eeny cif/ Wm The tun .e n red E MN " '"`°r° MdVed IM Schoell & Madson, Inc. Date: Deanne.: D. Deb, Deem m doodov J pemnnn asd t6xi a a 6a°xe Pofesnaml E,ia,r under M, hn of U, SW, al Yinoe.ts W11R[IX holy hi,-12,051slRes. Re. 12M11 - _ Engineering Surveying +Planning Solt Testing • Environments! Servlees om�ooloedkoIo 04D WevMM re 111"neepoY UneW R 1625 pm. vemn 1R-1gX - W Twsv saeR bo.+ Ik cna.ra er ------8---- DENOTES PROPOSED CONTOUR —598 DENOTES EXISTING CONTOUR I-= DENOTES PERCENT OF GRADE DENOTES PROPOSED RETAINING WALL DENOTES EXISTING RETAINING WALL 1 88. - DENOTES EXISTING SPOT ELEVATION F DENOTES FULL BASEMENT 932.0 DENOTES HOUSE PAD WITH GARAGE AND WALKOUT / T\924.0 GRADE ELEVATIONS '}( DENOTES TREE TO BE REu0vE6 R�F\ Tree CmWy CunnnNY M.952 sg. Et. (45%at site) Tree Cono,y to RWnom 16,086 te. ft, (NZ of exiting omsPY) Tree Cmsey Remlred by gd:+mce 14.333 %, fL (35% of eniI conoty) Existing Tree Cmnt Trees To Be Removed _- / /} j WARNING / THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES. CONDUITS, PIPES, MANHOLES, VALVES. OR OTHER BURIED / STRUCTURES BEFORE DIGGING, HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING / CONSTRUCTION AT NO COST TO OWNER. Clink RXFm K YON BLUFF n/DB/03 CBR DEVELOPMENT cwLtimmis mm 4550 WESTON LANE NORTH PLYMOUTM, MN glen! Ti, glees 18121 T]O-Bass PRELBBIIART GRADING/ a PUBLIC ROAD CONCEPT SARI Pro)ed Number: 64085-001 aUEGROVEAVFNUE- PROPOSED TO BE VACATED C i i) d iNx' 11i� r•�� F s1nl BLUPFAREA ` 18.204 SO• Fr. CONCERNS EXTENSIVE TREE CLEARING EXTENSIVE GRADING EXTENSWE RETAINING WALL STEEP ORWE GRADES LOT 1 - 25% LOT 2 - 11 % LOT 3 - 20% LOT 4 - 22% FOUR DRIVEWAY ACCESSES TO PLEASANT NEW ROAD WITH POTENTIAL POOR VISIBILITY PROPOSED WALL (TYR) 9 �r r_ .� YaCI I F_ 6057 s1M— EASANT VIEW ROA _S7REETALMIAMIENTEALARGED — FROAI CTr1' UTLRY PLAAS A S/TEOBSERVATIONS RPa ' ( +Frpr x �� o .\,1 a rt NI YDRiW tJ7 1 � PI.SAS4AlrYEW ROAD t FIELD E a4CXSTr CUM TO \ \m a4CKBR. awe A \TO ( 9 o PROPERTYLWE J PIEASAW 6*WRGAD ffA LDMFaSURmJ 94CX87r CLM TO almarr. CURB MEUMN"Y 10110881\/CBYIW 4 LOTS 60'x60' L 1-1 LEOKOESCRIPTKKI W x IIY i TFMVIT VEW. CmrDwly.liyxa! GENOILNOTES !. WL•eewrmw mll•.a.rMwaWxewe9w N••YIt�•ya6N9.9PE 2A� W 1AY• NAMLL I1.mY1.1c1 Tom• Pry Ani • NA1x LL R10t Ay LEG" • - Ilm4ea Sa ..uaMw �I - pe.Ya Gae &in MEW - 2.nYaa ca•..w. sn.s IAEEtSsE/D Nurn9p fab•V5 pneae.ation Mmtes Mle TtNt Odrcler WraYL WN lee: 9•ove Vp^'6 4.e1 M SecmU _ + oq) aeiwles tn! ry,mlen W W+ei of BNII hk Ni (1 w;N o OME Ios NpntY lolp.irq yv..)S 6erolea it-, Qi9Mler in 1tel. oeaNea Uaci6uolS tree. Q Onan avuN. /� Anolea <OnilerWa vae. �� Deea•S tree Yv. ,A` B 1.. AN. E•.mgAe: BA oenot. B9.') 0BE.8.2 e oeeolee B'CN BE D• oN Boa EBe. G (*." Cotaa! CR DNoles CeO CH Dleolea Cnerry EL Dnotes ENn F Dnplea bpnwo! Y D(aolt! Yap4 D Dmobs Ook PI We . Pane SP DtwlM Spot! BENCHMARK Top f a Sonito xl.n w Weawnl V. Ro oa 9 . Ele tion • 951AS (City W CnlrMssm) SURVEY PREPARED BY: 5tnna A Ye .. INC. LOT GUE 1 _ 16.333 50. R. 2 - 15.922 S0. FT- 3 - 16.93, 5o. R. 4-30.182 SO. ET. CANOPY FASTING - 40.952 W.R. REWVXWG - 11.61, W. R. 1- V 5 ]11 0 5 x0 W IuuA is reer 1 - ivy �y'Mul 01 V9 Pei • Y � I CONCERNS EXTENSIVE TREE CLEARING EXTENSIVE GRADING EXTENSIVE RETAINING WALL STEEP DRIVE GRADES LOT 1 — 25% LOT 2 — 11% LOT 3 — 20% LOT a — 22% FOUR DRIVEWAY ACCESSES TO PLEASANT VIEW ROAD WITH POTENTIAL POOR VISIBIL Y FOR GV*W t ••'d•r/710M I.•s•••) 4 LOTS 60'x60' CITY OF CHANHASSSN RECEIVED JA N 3 0 2004 CHANHASSEN PLANNING DEPT F:\ENB\64085\D01\DW&\1100\ALT. 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X I'v .Oak°A 4 iij ICI i A0 --I ra E N a 2 o I S m, y r � � ON> UI ��� �IxlnbV3 At(1LL N�Mx`I'� 'I��I.x\ t� $,Mi x S, \ S \ J_ .4 �) a - 'I 'a MN 1NVSY31d 1Ol p 3Nil Al3N-� ---- 99'91 -- --- ON Ixlnlmo ale `" Sl'K1 3nN3AV 3AOb'J NVO 031VDVA — \ gvrx 3.00&gYr S :i:inlg NOAN3)1 Iyld N3SSVHNV40 6 t adw IA130313 NVHO d0 A110 V 48 'Q1 11"K L_ J I `V' i 90 FEET 13 \ I r OC- I\ )3 Z-y t \ O t LOCATION PLAN NOT TO SCALE SHEET INDEX SHEET DESCRIPTION 1. COVER 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. PRELIMINARY GRADING & EROSION 5. PRELIMINARY UTILITY PLAN 6. TYPICAL DETAILS CITY OF CHANHASSEN RECEIVED DEC - 5 2003 CHANHASSEN PLANNING DEPT 1 6.* r.* OW a&'r +d ww" b, we r da Oe+4e1 A' OIe✓: Aµd NrevM1nrAbn Oels mT E1Wl w tY11 ... IirmM If+feswl Schoell & Madson, Inc. KENYON BLUFF 112/05/03 a ye ue nn roue AUH suley`9 or it Testing • nvtron rq • l Sery E C "S DEVELOPMENT CMAIMA86EN. YII fiaJikitliG1L.- ll Soil Tactllq • FJMFMrMnbl S•MOi b60 WESTON LANE NORTH PLYMOUTHAeOV ��k OSIO WryuYB d IS121770-88 3 8�� COVER ITS — A, ho, 12/OS/Ue 61 pee. No. 12Ne NnreNla YnrN SS Ez Piero (55U srs-col -1.r lxsL sae -cogs al W03 OFM14 PM. Craictit, SYI Project Number: 64085-001 1:2 I b ij ee411 WI Uw IN^ . M Mb, we.0 .l 1'veet nperrirw and W. I rm . liasueigwaur ew.NEI6?y,�.r �.rrsTuiLi�L�f�cpo�L [WMNl 12L%IM yN, M. IMA Schoell & Madson, Inc. ENynSWkV • Sw.,Eyft • Pknr*V Sao Tosb4q • Em4amvww&d Sor c,s RNN MNiNLpt�br OW CBR DEVELOPMENT KENYON BLUFF u/05/08 ASSO WESTON LANE NORTH SMANOPEE MN d PLYMOUTH. MN F 16t31 TTO-SSSS EXISTING CONDITIONS +a w+�oo.wa wrvvlcn. wrvu.awg, iu�oicwa ut..,,oy rM, Lralge, SMI Project Number. 64065-001 1:2 r:\tV \aYUaa\wlWwb\mt-rLA I.awy, 3qW/CWS U1:JU:Vb PM,Craigd, JXl rlgJ �numwr. wwa-w� 1:2 E� JR N I I I S` I 0 25 / / 02 L J 01 cl i \�1 1fINMAN p e �NS4W L1RWW^��i / O•N'wW I%�WWWf�i�'W e SS ,f_ v J• elle � I nerely amp NM Du phn w prep.M by me nr nneN my dial mp Msion and UWL I am Ie ya LUce9npmedm �Pmreaiona �_ 6eAl, I," or N.�(!!.ClJ SF Nlc R116103 R'. ma. IIDM n EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES A / SHALL BE INSTALLED PRIOR TO CONSTRUCTION. r 9. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. r i CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES 0 1 10 a / b r / rAI r 90 FEET 3. HE 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 5. WITHIN TWO WEEKS OF SRE GRADING. ALL DISTURBED AREAS SHALL BE STAHIUZED WITH SEED. SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND "WANED N ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PERMITS ). THE COWRAG OR SHALL MAMITAIN ALL EROSION CDNTROL MEASURES. INCLUDING THE REMOVAL OF ACCUMULATED SILT N FRONT OF SILT FENCES WRING THE DURATION OF THE CONSTRUCTION. S. ANY EXCESS SEDIMENT IN PROPOSED BASINS SMALL BE REMOVED BY THE CONTRACTOR. 9. REMOVE ALL EROSKN CONTROL MEASURES AFTER VEGETATq IS ESTABLISHED. 10. THE CONTRACTOR SMALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 11. M BLDWNG DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCX TO ALL CONSTRUCTION AREAS 12. SWEEP AD,LACENT STREET IN ACCORLVWCE WITH CITY REQUIREMENTS. LEGEND —998 DENOTES EXISTNG CONTOUR 1 —998— — — DENOTES PROPOSED CONTOUR 1.OS DENOTES PERCENT OF GRADE I DENOTES PROPOSE FLOW (/) DENOTES PROPOSED RETET AINING WALL DENOTES EXISTING RETAINING WALL -00000000000 DENOTES EROSION CONTROL FENCE V DENOTES EROSWN CO, I FENCE % 35E.3 DENOTES EXISTING SPOT ELEVATION SLO DENOTES SIDE LOOKOUT e♦ F , S W O DENOTES SIDE WALKOUT C� WO DENOTES WALKOUT F 9J].0 DENOTES HOUSE PAD WTIH /\ WALKOUT � GARAGE AND WALKOUT 4 GRAIR EAND \ DENOTES ROCK CONSTRUCTION ENTRANCE A ; WARNING THE CONTRACTOR SHAH CONTACT AIL PUBIC UTIUDES FOR LOCATOONS OF ALL UNDERGROUND WIRES. CABLES. CONDUITS. PIPES. MANHOLES. VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED WRING i CONSTRUCTION AT NO COST TO OWNER. Schoell & Madson, Inc. EN Elmb4mWMw . &WVOYhq . PtmO KENYON BLUFF t9/06i/O9 rvice CBR DEVELOPMENT cxAPdNABBEN. RIM —®_ SOTS TsatlmY • Y ServlosW 4660 21�� NORTH aGroot BWet pW,pA IIIr+eNA- PRELIMINARY fiNADINO I C pmsx6t)SMFTeoI-Iw=1s5D SKmaS �f of V rmg SMI Project Numkr: 64085—DO1 1:2 �+ 26 tp 2 n I <.. F+Ir n 7 / / w 2 M-975.0� J / 12•XS• TEE a' / / \ , 00 < :........ ,� i RESTORE •T. STREET TO r1 _ STREET SEC110N E:. w �-------- 1 ate > `\ ONCT TE •• I� TO yy uN AF ` MET TIP �T- �� coNNEc on TO WV.-954-9 N \ 1 TEu-95 -TB V / TEE PLEASA� X NH V Ew ROAD 922.Xe v L / o I cc'& F E 4 b 0 ]0 60 9O SCALE IN FEET DENOTES BOIROARr LINE DENOTES DRAINAGE/ UTIUIY EASEMENT I DENOTES EXISTING WATERAWN 1 DENOTES PROPOSED WATERNAIN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SAHOART SEWER O DENOTES PROPOSED BUILDING O DENOTES EXSTNG SANITARY MANHOLE • DENOTES PROPOSED SANITARY MANHOLE DENOTES EX611W HYDRANT g DENOTES VALVE DENOTES. PROPUSEO_NYD T.-___— M DENOTES PROPOSED GATE VALVE j WARNING 47 V THE CONTRACTOR SHALL CONTACT ALL PUBIC UTILITIES 1 FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES. VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCT" AT NO COST TO OWNER. 1 e,rthr nmr, 110 Wi,'I...N N„ "d H m, N v1B 0n4<d or U' W* Pn4a IYmM°r m Off' q dire, s.,e ......nd that lam a Lmoxd Prols�i Schnell & Madson, Inc. KENYON BLUFF wos/oa EeP�d„ m, I... oh, s�;LyJW��y.mpy�+ endnwtrq • Swveyln9 = PMnrNlq CBR DEVELOPMENT CHANHASSEN, rN aliLld41ifi1L- �[•[p�iF� Solt TKlin, • Emlrwn MW SerVlC 4550 WESTON LANE NORTH o`E'. UOv � IOU10 Wera vn 16121 770-e 85 �� aPRELIMINARYae.e U MTRJTY M: Izim/m k. xN IZNe � ue"°P°r .M-n,.alA ssxs"suC e a�WW cssy sw>Rn-IN: Nsa sdeaoes 5 a \ - rDlg SKI Project NumMr: MM-901 1:2 I OFti Ors Q w¢w wow Ocem oat- oar wale R warn 20' 49' 20' a5' 25' 25' LRDE 0 0GR�0AOE 0 IO' 10' 10' 0.5' 0.5' L 0.5 FINISHED 2' GRAD q 5' BASEMEN" FLOIXt 0.5' 0.5' TOPSOIL g• TOPSOIL wo BASEMENT FLOOR SLO R R HOUSE PAD DETAIL GRD-3 0. PL 30' 3O' 15.5' l0 BOtk 15, 5' to Bock Wool Course to be 1/2' Moro Edge of Gutter I 1 1 3.0% 2.0% e' Topsoi, Seed —�( i 1.5 : I k Mulch a Sod 1 1 /2'-Rant ui.ed Bituminous Wearing Course Type 141WEA50D55B Tuck Coat - 2357 Concrete Cure 2 -Want Mixed Bituminous 3. Course Af Rated TyAe 1310B6500008 12'-doss 5 Aggregate Be.., 1005 Crushed NOTES 1. Right—al-loy Regaked — 60'. 2. Yoxkram street grade ].OIL 3. Minimum street grade 0J5R a. 4.0' Topeil paced In disturbed ores[. 5' 2 FINDS sad behind curb. 6. The bituminous eearng ourlace and be paced the next construction season IMlaenq placement of the bitumnws base. 7. A lest raa of the yrapered subgrode shall be Wformed by the ounce n the presence of o city nspeclor. The city nos the outnaity to regive odditanal subgrade carrecl'en a to reduce the requirement of 2a- MNOOT Select Grelwor Ban.. la 12- based m the test rat. CITY OF TYPICAL 02ANBASSE1 RESDNTIAL STR EIT OSECT14 Mtr.. 2-97 eV.:E r.9 5200 F L Recammended Toe -In Method Set Posts Firmly (Post Shill Be Oak Or gem treated) w'rofi IDOL Fasten 'l 1'_^• dh am. Nois am. aShp. 6- Mn. Depth Q Dig or Oise Trench ® Lay n Fabric d Bacteria FROWN CONTROf FENCE - TYPE 1 SIN" Force Poets shoe be used to Support Show Fence (Woes wire, ay be substituted for L.: Pence) 00 EROSION CONTROL FENCE - TIP2 StaN Fence Posts shall be uxd to Support Same Fen (WOxm we may be Subsituted far Snow Fence) Sit Force n.. d Sh" mex - la ropes W 1N.uen eMx IN 1• ]d' F 1?p _on .., Behe rite:lu a ,. Fann EROSION CONTROL mein- .. 1.. 1. Mlh . Bev.eme Mole.. FENCE - TYPE 7 CITY OF SILT MAN8ASSE1 FENCE 2.97 a.. .a. 5300 roe MV[. ]9] 5]0a 1 taeby mBly WI " glee was prtyered by ex a okr Beeped IN" Oe" PqM! NMnNlacesae Oele y tirtd eaFm.me. W W11 v . IRea., naW.MI Schoell & Madson Inc. ife 1eNs r sT.M M1 B . a E g} rriq • &Nvsyk p • Ppn kq CBR DEVELOPMENT KENYCHAION6 BLUFF �yoayoa -- SW T"HM • EmwonmwNel Servkw e660 WE6TON LANE NORTH E14 Manx.. PLYHOUTH, Y plc 12/05/0J ah, ft. INN G¢WhMt kbneycsa 11010 � e�56]pSd15D 10121 770-8ee6 B�� DETAIL N Plo�[N6»5i6-na-M. bs»Slsgoss 6 d 6 1:2 \ M'9- O faly Sal Project Number: 6/085-001 o4 -03 City Council Summary-pril 12, 2004 Lots with Variances; and a Conditional Use Permit for Development within the Bluff Creek Corridor, Klingelhutz Development, Walnut Grove 2' Addition. f. Resolution #2004-19: Resolution Approving the Limited Use Permit for Non - Motorized Recreational Trail from CSAH 17 to Carver/Hennepin Line. All voted in favor, except Mayor Furlong who abstained on item 1(e), and the motion carried. VISITOR PRESENTATIONS: Roger Behrens, 8780 Flamingo Drive brought up the issue of traffic lights on Highway 5, particularly at the intersections of Powers Boulevard and Market Boulevard. Todd Gerhardt stated he would notify MnDot of the problem. Greg Swirtz, President of the Christmas Lake Homeowners Association stated he was present to discuss item 4 which was tabled. He provided background information on this project. PUBLIC HEARING: KENYON BLUFF, LOTS 1 & 2, PLEASANT VIEW: 400 PLEASANT VIEW ROAD: A. PUBLIC HEARING ON VACATION OF A PORTION OF OAK GROVE RIGHT-OF-WAY. B. REQUEST FOR PRELIMINARY & FINAL PLAT APPROVAL TO SUBDIVIDE 2.1 ACRES INTO THREE SINGLE FAMILY LOTS WITH VARIANCES. C. APPROVAL OF CONSTRUCTION PLANS & SPECIFICATIONS AND DEVELOPMENT CONTRACT. Public Present: Name Address Tom Goodrum Tom Rollings Maryevelyn Monty Larry Tivy Mary Ann McCauley Darlene & Don Miller Debra C. Schultz David Santana Janice Andrus Don Sennes James & Richard Frerich 9841 Xerxes Curve 4550 Weston Lane 370 Pleasant View Road 370 Pleasant View Road 410 Pleasant View Road 396 Pleasant View Road 6614 Horseshoe Curve 6614 Horseshoe Curve 449 Pleasant View Road 6680 Mohawk Drive 651 Broken Arrow Drive Kate Aanenson presented the staff report and provided the Planning Commission update. Mayor Furlong asked for clarification on the vacation of the private street. He then t City Council Summary•April 12, 2004 • opened the public hearing on the vacation of the right-of-way. Larry Tivy, 370 Pleasant View Road stated his main concern is the encroachment on his privacy and would request a 35 to 40 foot setback requirement. His other concern with the loss of trees. Maryevelyn Monty, 370 Pleasant View Road questioned why the vacated road wasn't extended for the rest of the way over to the other road and expressed a concern if a 3 story garage were to be constructed and blocking the afternoon sun. Don Miller, 395 Pleasant View Road asked for clarification on who receives the vacated property. David Santana, 6614 Horseshoe Curve expressed concern with the placement of the driveways on Pleasant View Road, construction traffic and that the clustering of three 7,000 square foot homes on 2 acres of property changing the culture of the neighborhood. Janice Andrus, 449 Pleasant View Road asked if the city was considering installing a stop sign at the curve. Debra Schultz, 6614 Horseshoe Curve talked about the increase in traffic over the past 8 years and the dangerous situation. Mary Ann McCauley, 420 Pleasant View Road sent an e-mail to the City Council on Friday but wanted to reiterate that the person who decided to put the private street where they're putting it, has never come down her driveway and tried to make a turn out onto the street. Michael Kohane, 6870 Yuma Drive, which is on the other side of Lotus Lake, expressed concern with the quality of Lotus Lake and the runoff and drainage created by additional development, both by this development and the one coming on the Carver Beach side of the lake. Mayor Furlong closed the public hearing. Resolution #2004-20: Councilman Peterson moved, Councilman Ayotte seconded that the City Council approve the partial vacation of Oak Grove Avenue as shown on plans dated received February 26, 2004, with the following conditions: 1. The applicant shall provide the city with the legal description of the vacated right- of-way. 2. The applicant shall dedicate a typical drainage and utility easement over a portion of the vacated portion. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman Peterson moved, Councilman Labatt seconded that the City Council approves the preliminary and final plat for Planning Case 04-03 for Kenyon Bluff for 3 lots and a variance to allow a private street as shown on the plans received February 26, 2004, and revised March 24, 2004, adopting the Findings of Fact and subject to the following conditions: 1. Environmental Resources Specialist Conditions: a. Applicant shall submit landscape plan showing the 16 trees required to be planted. Trees shall meet minimum size requirements. b. Minimum bufferyard planting requirements for Lot 3 includes 2 overstory trees, 4 understory trees and 9 shrubs. 3 City Council Summary*April 12, 2004 • c. Tree preservation fence shall be installed prior to grading at the perimeter of the grading limits. d. Any trees not shown for removal that are lost due to construction activities will be replaced at a rate of 2:1 diameter inches. 2. The applicant shall pay park fees in lieu of land dedication or trail construction on two of the three lots. One lot is exempt from these charges due to the existing single-family home on the property. The park fee on two single family homes totals $5,600 and is payable at the time of platting. 3. Submit a 30-foot wide private cross -access easement against all three lots at time of final plat recording. 4. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, MN Department of Health, MCES, and Watershed District. The storm sewer must be designed for a 10-year, 24-hour storm event. 6. The applicant should be aware that any retaining wall more than 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota. Also, it will require a building permit through the City's Building Department. 7. Tree preservation fencing must be installed at the limits of tree removal. 8. Show all of the existing and proposed utility easements on the utility plan. 9. On the grading plan: a. Show all existing and proposed easements. 10. Add to the plans the following notes: a. All sanitary services must be 6" PVC-SDR26 and water services 1" copper. 11. On Lot 1, the house pad must be raised one foot in elevation to better facilitate drainage away from the house. 12. On Lot 2, 10:1 slope must be used for the first 15 feet off the rear house pad along with a 4-foot retaining wall. 13. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 14. The sanitary sewer and water hookup charges are applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for H City Council Summary•April 12, 2004 • water -main. 15. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat for review. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 16. The private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. 17. The existing driveway to the site off of Pleasant View Road must be removed. 18. Show the standard 10- and 5- foot lot line easements on the final plat. 19. Delete the proposed infiltration basin. 20. Detailed grading, drainage, tree removal and erosion control plans will be required for each lot at the time of building permit application for city review and approval. In addition, as -built surveys will be required on each lot prior to occupancy. 21. The applicant must provide a water quality treatment manhole within the site. 22. A 20 foot wide public access easement over the private street will be required so city utility crews can gain access to the public sewer and water lines. 23. Water Resource Coordinator Conditions: a. Inlet control shall be provided following installation of inlet structures. b. Silt fence shall be provided as needed to prevent sediment from leaving the site. c. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. d. All exposed soil areas shall have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: TyN of Slope Stabilized within Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days City Council Summary*pril 12, 2004 is These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. e. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. f. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. g. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 24. Fire Marshal Conditions: a. The new proposed street will be required to have a street name. Submit proposed name to Chanhassen Building Official and Fire Marshal for review and approval. b. A 10-foot clear space must be maintained around fie hydrants, i.e., street lamps, trees, shrubs, bushes, Qwest, Xcel Energy, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. No burning permits will be issued for tree/shrub disposal. Any trees removed must be removed or chipped on site. 25. Building Official Conditions: a. Demolition permits must be obtained before demolishing any existing structures. b. A building permit must be obtained to construct any retaining walls over 4 feet tall. c. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 26. Approval of the subdivision is contingent upon the City Council approving the vacation of the right-of-way. 27. Access to all three lots shall be limited to the Private Street. Direct access is prohibited off of Pleasant View Road. 28. Work with staff to increase the sight distance along Pleasant View Road near the proposed access from the development." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman Peterson moved, Councilman Labatt seconded that the City Council approve the construction plans and specifications for Kenyon Bluff dated March 24, 11 r City Council Summary — April 12, 2004 • 20M, prepared by Schoell & Madson, Inc., and the development contract dated April 12, 2004, subject to the following conditions: 1. The applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit in the amount of $305,197 and pay an administration fee of $20,527. 2. The applicant's engineer shall work with city staff in revising the construction plans to meet city standards. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPEAL VARIANCE FOR A 7,068 SO. FT. LOT AREA VARIANCE TO SECTION 20-615(1) FOR THE PURPOSE OF CONSTRUCTING A HOME, 795 PONDEROSA, THOMAS KOEHNEN. Public Present: Name Address Vicky Hevey Nancy Mason Michael Kohane Felix & Brian Thompson Mark & Julie Quiner Shelly MacGillivray Mark VanGuilder Ally & Randy Vogel Chuck Worsfold Nancy Kennedy Curt Bjorlin Bruce Burrington Lee Pillatzki Sue & Bruce Koehnen Tom & Erica Koehnen 780 Woodhill Drive 829 Woodhill Drive 6870 Yuma Drive 6899 Yuma Drive 6889 Yuma Drive 805 Ponderosa Drive 805 Ponderosa Drive 6890 Yuma Drive 6900 Yuma Drive 761 Ponderosa Drive 824 Lone Eagle Drive 6869 Yuma Drive 830 Ponderosa Drive 1830 Koehnen Circle 6280 Audubon Circle Kate Aanenson provided an update on Planning Commission action on this item. Councilman Ayotte asked staff to explain how conditions of the variance will be enforced. Mayor Furlong asked for clarification on the drainage, access into the site, and the lot being a lot of record. Stating this was not a public hearing, he invited representatives of the neighbors appealing the decision to speak. Michael Kohane, 6870 Yuma Drive stated the neighbors don't think this is a buildable lot because of the size, location and shape of the lot. Where it sits there's significant impacts on safety, the drainage and the environment in that area. He also expressed concern with the performance of the Planning Commission, indicating they seemed confused on how to make a decision, questioned the Findings of Fact, and stated the packet he was sent by the 7 City Council Meeting opril 12, 2004 • o4-05 Greg Swirtz: Good evening. My name is Greg Swirtz and the item you tabled is the item that I'm here to discuss. I'm the President of the Christmas Lake Homeowners Association and we've been working with Lori on the streambank stabilization. There was a lake management plan that goes back to '96. Some of you may be aware of that, and at that point in time this was in the highest priority section of that and we did complete part of the project but we ran into problems because we weren't able to gain access from the property owner to do the work on the creek. Since that time we've received approval from the land owner, the cost of the project is $69,000 and we've raised the money from the homeowners in the amount of $39,000. We're asking the City to contribute the remaining balance of $30,000. There was a staff recommendation to approve that, and then last Friday afternoon things kind of changed and you folks wanted to get the Minnehaha Creek Watershed District involved, which we're fine with and we've discussed postponing it for 30 days to try to get them involved to see what level of participation they would be willing to do. It's a real important issue to all of us who live on the lake. The amount of phosphorous and silt that is going into the lake over the years, a delta's formed there. I mean you can look at pictures. It's very clear to see from year to year. There's 154,000 pounds of silt that are rolling in there every year, and that's nowhere close to what is a standard of acceptable level on that, and so we would ask that you consider this project and see what we can do with the Minnehaha Creek Watershed District also to help because there's a number of other projects in addition that we are doing with the lake. Every year we're trying to eradicate the milfoil. Last year we spent around $16,000 harvesting milfoil, which we'll do again this year. Christmas Lake really is a, I mean it's a jewel of a lake and we're concerned about it. We're interested in trying to preserve the quality of it, and asking for your help in doing that. Thank you. Mayor Furlong: Okay, very good, thank you. Is there anybody else who would like to address the council regarding visitor presentations this evening? If not I'll go ahead and close visitor presentations and we'll move onto the next item, item number 2. A. PUBLIC HEARING ON VACATION OF A PORTION OF OAK GROVE RIGHT-OF-WAY. B. REOUEST FOR PRELIMINARY & FINAL PLAT APPROVAL TO VARIANCES. C. APPROVAL OF CONSTRUCTION PLANS & SPECIFICATIONS AND DEVELOPMENT CONTRACT. Public Present: Name Address Tom Goodrum 9841 Xerxes Curve 3 City Council Meeting Opril 12, 2004 • Tom Rollings 4550 Weston Lane Maryevelyn Monty 370 Pleasant View Road Larry Tivy 370 Pleasant View Road Mary Ann McCauley 410 Pleasant View Road Darlene & Don Miller 396 Pleasant View Road Debra C. Schultz 6614 Horseshoe Curve David Santana 6614 Horseshoe Curve Janice Andrus 449 Pleasant View Road Don Sennes 6680 Mohawk Drive James & Richard French 651 Broken Arrow Drive Kate Aanenson: Thank you Mayor, council members. As was indicated there's a couple actions before you tonight. One, public hearing regarding the vacation of a street. There's also a preliminary and final plat for your approval. And as a part of that there's also a variance with the subdivision request. The subject site is located at the comers of Pleasant View Road and the curve. This plot is existing as two lots. There's one home sitting over the property line. The applicant would like to remove the existing home and subdivide the property. The applicant met with the staff over a period of several months and when it originally came in there was 4 lots proposed. There's a lot of different ways to look at the subdivision itself, and that was to provide individual access points onto Pleasant View Road at that comer. In looking at this, staff felt strongly that that wasn't the best way to provide access to the site so we looked at the application of a public street. While they would have the right by the subdivision regulations to get access to those lots via the street, again we felt that wasn't the best way so we looked at a private street or a public street and based on the fact that we could have individual driveways, we moved toward the public street as meeting the subdivision criteria for the variance. Again when it came in it had 4 lots. There is a bluff on the property and, the bluff is located in this area, which exceeds the 30 percent. In looking at that, also going back to the private driveway, looking at retaining walls adjacent to city property, the staff recommended and the applicant agreed to move that down from 4 to 3 lots. All the lots are in excess of the 15,000 square foot minimum and again we did recommend and support the private driveway. Again we felt that was the best way to service the property. So with this application there is a final plat. There is the 60 by 60 pad that is shown on this as part of the final plat which you have before you, the applicant is moving, once he's demonstrated he moves that, his home so probably 3 car garage that will go along there so we also show that. As a part of this application there is a vacation of a right-of- way. Going back to the original plat, if you can zoom on that a little bit more, you can see this dedicated right-of-way that came in with this plat. With this plat. That right-of- way was dedicated. Very narrow. Never built. Too steep for a mad as a part of the application of this they are recommending, requesting to have it vacated. Staff is recommending, similarly we've done this on a couple other projects. Typically we don't vacate unless it's kind of ... redevelopment project, similar to the one you saw on Minnewashta not too long ago. So staff is recommending vacation of that right-of-way be included as a part of this development. All homes again meet the criteria. If you have additional questions regarding the vacation of that right-of-way, there will be required easements but future dedication for public easements as part of this plat but again we'd m City Council Meeting —40pril 12, 2004 • be happy, Matt would be happy to, from the engineering department, to answer any questions regarding that. Again we believe this is a well designed and again we worked several months with the applicant to achieve what we believe is a sound subdivision. Again it could have been more lots, and we are recommending preliminary and final plat approval with the vacation, the right-of-way and the variance as part of the subdivision regulations as part of the plat and there are findings supporting all those requests as part of this and we are recommending with conditions of approval. Mayor Furlong: Thank you. Questions for staff. The vacation of the private street, is that a necessity as part of the development? Are there. Kate Aanenson: If you go back to this kind of shows the vacation but the plat as it exists today. This would be the lot line. The two lots. The house is sitting over the two lots. This is the paper street as we call it. Could the lot still be built? Yeah, the lots could be shifted down and all meet the requirements. I guess the question we always ask ourselves is what's the validity of leaving something there. We can assemble it with the piece of property, instead of having no man's land over time. They have requested it in the past but it's a way to clean up. It's pretty narrow. It would never be built as a street. There's an existing house here that's within 64 feet of this side. This house is already, if this was to stay a right-of-way, this structure right here as part of that would be, is already too close. But the public right-of-way typically we require a 30 foot setback. That was a little, about half of that distance so what it affects is the setback requirement too, but there is enough room on the lot. I guess our question back is, typically if it's not going to be used we'd like to assemble it with something else. Mayor Furlong: Other questions for staff? If not, with regard to the portion of a vacation of the right-of-way, we'll open up a public hearing at this time. Anybody wishing to speak on the issue of the vacation of the right-of-way, please come forward and address the council. If you could state your name and address for the record. Larry Tivy: Larry Tivy, T-i-v-y, 370 Pleasant View Road. Mayor Furlong: If you could pull the microphone in front of your mouth please sir, thank YOU. Larry Tivy: Larry Tivy, 370 Pleasant View Road. And if you look at the last print that the young lady showed, the little diagonal, that's my house. That was up there. We've been working with the City Council for some time on this trying to come up with a reasonable solution that's going to provide the developer a way that he can do his business and we can protect our privacy, and what I would like to suggest is seeing that he was able to get the full 15 foot variance for vacancy, and there, my understanding from talking with the City Council, that that's a done deal. And so I say well that's fine but what I'd like to do, because my concern is the encroachment on my privacy and which quite frankly is going to be the same encroachment on whichever house he puts there, the same thing. We're going to be looking at each other's house for breakfast and I don't think anyone wants that. Because I would suggest that we increase the off set to 35 5 City Council Meeting April 12, 2004 • feet, 40 feet or somewhere in that there so that the house that the builder, I'm sorry, the developer is looking to put in there is going to be moved back far enough so that he can use the land that's there to put a home and also afford us the privacy that we've had for a number of years. I bought that 4 acres so that I could have a private environment and I'd like to continue that. So that's number one. Number two is, we have a real concern over what's going to happen to the trees in that environment, and I know that we have a canopy rule and it's very well defined but I also note that there have been a couple of construction projects that have gone on where the canopy rule was technically approved and then during the construction obeyed. But what happened was that the trees were in actuality, the root structure was damaged and then all of a sudden they're gone, and when you take a 250-300 year old tree and it's damaged, you don't put it back and I'm really concerned about that. We have a great bird sanctuary there. It gives us huge coverage from the sun and the winds and once it's gone, it's gone. So I'm trying to be as reasonable with the builder, sorry, the developer. I keep confusing that term. I'm trying to work with the village. I'm trying to work with the developer and I'm trying to work with our neighbor to make this a win/win situation for everything, for everyone and I believe it can be done. Thank you. Mayor Furlong: Thank you. Is there anybody else that would like to speak at the public hearing regarding to the street vacation? Yes ma'am. Maryevelyn Monty: My name is Maryevelyn Monty. I live at 370 Pleasant View Road and Larry Tivy is my husband and you folks, the councilmen are asked if there was any compelling reason why this variance for the right-of-way should be granted and you said that this is for cleaning up things. But then I question, so why wasn't this extended for the rest of the way over to the other road, so you've got a little section relative to the right-of-way and the rest of it is kind of hanging there. And then also, is this important to this development? I mean does he need this additional 15 feet? Because from my view, from what I've managed to educate myself on, they could then move their houses, the house closer to our's, so the developer has said to me previously, several weeks ago he said well ma'am, don't worry about that because they don't want to be looking at you, but that's all well and good but what if they have their 3 story garage with, it's back to us and now we have a 3 story tower blocking our afternoon sun. We've already had a case of this on Pleasant View Road down by the intersection at Pleasant View and Powers Boulevard. There's a small rambler house and then there's this very tall new house, but it was explained to us well that's too bad. Yes, you're right. It's not aesthetically pleasing but it's within the law, and I respect the law greatly but if this variance doesn't have to be done, if it's just, I just don't know why it's being vacated. If it's being vacated for let's clean up things, well let's clean it up the entire way that it goes so anyway, thank you very much. Mayor Furlong: Thank you. Is there anybody else who would like to speak, or do you want to reply? Kate Aanenson: I just want to clarify. There's not a variance request. It's a vacation. And again, when we're doing a plat, that's the time we always look at it. You know do 0 City Council Meeting Impril 12, 2004 • our due diligence. Say what's in the surrounding areas too, right. Again they have a building that doesn't meet the setback either on the other side there. One of their accessory buildings is too close to their property line too. I'm not sure how it got approved but. Mayor Furlong: Okay. With regard to her question about the remaining part of the right- of-way that extends over to whatever that street is. Matt Saam: Mr. Mayor, I did meet with Maryevelyn's husband Larry Tivy regarding that issue this past winter and the Tivy's have a large piece of property. He came in talking about possible future development and if it would be in his best interest to maybe vacate, or the city's best interest to vacate that entire parcel. We looked at it and I felt that it would leave him with the best development option in the future. Say he has to put in a public street to split his lot, with the 15 feet there ahrady he'd only have to dedicate say 45 more feet to meet our existing right-of-way requirement, so that's one of the reasons I felt that this time, and also the slopes in that area. They're not as steep as they are at the east end where it goes through this plat so for those two reasons I said why don't we leave it for now and it will leave him options in the future. Kate Aanenson: ...earlier iterations of looking at this plat actually contemplated using that right-of-way. So this would have been a street there and we worked really hard to try to create as much buffer as we could so there wouldn't be a street in that area. So again, there's a lot, as I said, there was examples of showing driveways, 4 driveways coming to Pleasant View. We didn't think that was acceptable. So we worked really hard to create, because on a subdivision you have a little bit more control as opposed to an existing lot of record, so we worked really hard to what we thought was, worked best in limiting the access points. Mayor Furlong: Okay. I guess Mr. Saam, just to clarify, it's in the neighboring property's best interest also for the vacation? For future development did you say? Or. Matt Saam: This neighbor Mr. Tivy? Mayor Furlong: Yes. You said. Matt Saam: What Kate pointed out with the setback encroachment, you could argue that it is a benefit. In that respect because if the right-of-way stays there then it's encroaching into the setback for the garage. So I think that might be a question for the neighbor. Mayor Furlong: Alright. We're still within a public hearing here with regard to the vacation of the right-of-way. If anybody else would like to speak. Don Miller: My name is Don Miller. I live at 395 Pleasant View Road. I'm directly across the street from this. I just have a question. When you do a vacation like this, does one property owner get all 15 feet or do you split it or how does that work? Because if 7 City Council Meeting Aril 12, 2004 • he's supposedly encroaching on his setback on his garage, if you take 15 feet away he's going to be 15 feet closer. Kate Aanenson: No, because it addresses differently but the easement you can include it in your setback if it's dedicated as a street for right-of-way. That has a different setback requirement. My understanding of vacation of a right-of-way goes back to what was dedicated, and it was dedicated with this underlying subdivision with replatting so that the excess right-of-way would go back to this property, because it wasn't dedicated with those two lots ... so it would go back to that subdivision. Because this is a property line, the side yard setback would be 10 feet so it'd be conforming. If it's a street... Don Miller: I just had the question. Mayor Furlong: Okay. And then where the property reverts to is past circumstance issue, is that correct? Kate Aanenson: That's... Mayor Furlong: Okay. Roger Knutson: That's correct. You really can't answer that question carte blanche. It depends on the circumstances. Different rules depending on whether the street lies. Mayor Furlong: Okay, thank you. We're still within the public hearing. If anyone else would like to come forward. If not I'll go ahead and close the public hearing and bring it. David Santana: Excuse me, are we going to talk about point b now or you're talking about closing the hearing? Mayor Furlong: My understanding is that there was a public hearing at the Planning Commission so typically the public hearing at this point at the council is relating to the vacation of the right-of-way, yes. Not to the other parts of it. The reason they're all together is just for efficiency of us considering them. David Santana: Not of lots they're going to build there? Mayor Furlong: We're going to be discussing as a council with staff. It's my understanding that the public hearing for that took place at the Planning Commission back in March. David Santana: Then I would want to address the council. Mayor Furlong: With regard to the vacation sir? David Santana: Yes. My name is David Santana. I live at 6614 Horseshoe Curve directly across from that property that is in question. My question is the amount of 0 City Council Meeting 1kril 12, 2004 • homes that they're going to put there with this vacation and everything else that's going on. What's going to happen to that already traffic pattern that's kind of dangerous going around that turn. You know the property, you've been to my home Tom and concerned that 3 homes there and the driveway set-up that they're trying to build with the street is going to be really a bear to deal with without some other kind of control. I'm also concerned about the construction time and where all this traffic's going to be sitting while they're building all these homes. I certainly don't want them on my property. Last part I'm talking about is the culture of our neighborhood. We've got a neighborhood that's been secluded over the years. It's been kind of back and tucked in a corner. No clustering of homes and all of a sudden now we're going to have these three 7,000 square foot homes clustered on 2 acres of property where everybody else has an acre plus, and I'm just wondering how the council and city's going to deal with all of that, and changing that culture that we've developed back there off of Lotus Lake that's been the driving force of keeping us there, so obviously I have a lot of questions about all of this. I'm sorry I missed, I was traveling last week when this whole thing took place but my property is why I went there because it's just so secluded, so private. The fact that there was no clustering of homes, no towering and this looks like it's going to be a housing project up there. So thank you. Mayor Furlong: Thank you. Kate Aanenson: Would you like me to address that? Mayor Furlong: Sure. Kate Aanenson: Again, the option was to have individual lots with driveways onto Pleasant View and we thought that was less acceptable. We thought it was better to put them onto a private drive. Again there is some different size lots right in the middle of Horseshoe Curve. The other kind of triangle across the street for the homes. There is some different sizes in there. We have talked to other people that have larger lots. Over time some of those do want to subdivide. Again, originally I mean it has enough square footage to come in at 4. We worked really hard to get it to 3 with the developer in good faith. Again we could have had some different configuration. There was 3 or 4 iterations that did work but it was really pushing it and ... the developer to work to find a really I think a sensitive to the neighbors. From that design. In your packet, which I didn't go through in the review, there was also a comment that came up at the Planning Commission regarding traffic and speeds and there was a study done. It's in one of your attachments from the Sergeant Jim Olson and talking about the average speed in the area and there was a sidewalk request too. Again the speed limit was 25 and he said the speeds that were surveyed were between 22 and 25. Request for a sidewalk in there, he said would probably be less, it would be more dangerous than the situation now because it gives a sense of security when the sidewalk doesn't go anywhere. Exactly, because it'd be partial around that comer so, at that point it didn't seem to make a lot of sense but that was followed up as a request that came out of the Planning Commission. 91 City Council Meeting 1pril 12, 2004 • Matt Saam: Mr. Mayor if I could just add one more thing about the access location. We looked long and hard at that. Many iterations. We've lined up the proposed private drive access with existing Horseshoe Curve along the south side so we feel from a traffic standpoint that's the best we can do. Kate Aanenson: Yeah, again if you go back to this one. There were a couple different options of where this driveway should come in. I showed you the one that we showed the existing right-of-way. All the way over here. There's an option of T'ing it here and we spent a lot of time based on driving it, looking at the sight fines where the best sight line would be and that's again working with the developer felt that was the best location. For grades, touch down points and visibility. Janice Andrus: My name is Janice Andrus and I'm 449 Pleasant View Road. Directly across from the proposed site. I just wanted to ask a question following the line of conversation we were just having. It sounds like you've really done a lot. I missed the first meeting as well and I appreciate all those things, especially your consideration of the bluffs and things. I'm downhill from there and get an awful lot of water that runs off that whole hill, but I guess my concern is, with the traffic pattern, are you going to do something with stop signs? Because that is a very dangerous curve and just the increased traffic and ... comes up around that curve. It's very blind from either direction. My kids stood on that road for years catching buses and it was always a very scary proposition and we've just added to the traffic. Wondering if there's a stop sign in the picture. Thank you. Mayor Furlong: Okay, thank you. Debra Schultz: Hello. I'm Debra Schultz, David Santana's wife. I live at 6614 Horseshoe Curve. I'm the yellow house that's directly across the street from Betty Kenyon's and I have looked at that house for 8 years. The traffic in the last 8 years has been unbelievable. I don't care who has documented the speed limits or how fast people are going or whatever, my mother's who's now in a nursing home has sat for 3 years looking at that area because my sun room looks directly down onto the street there because you go around the curve to Don's house. And the school bus has changed the stop there for picking up the school children 3 different times in the last few years. The children walking along there in the morning and then watching the traffic, anywhere from 5:00 in the morning to 8:00, even sometimes going to 10:00 is unreal. I have seen people on a bad day, I'm talking about just raining. I'm not talking about ice and snow. Slide and going to my yard. Go up into Don's yard. Going to Betty's yard. And now that you're building 3 houses there, and new driveways coming down, something's got to be done about the street in that area then because it's hazardous to children. The wildlife is getting devastated. And I sit and because my husband travels a lot, I'm sometimes up til 2:00 in the morning and sometimes I'm up at 4:00 and 5:00 in the morning, and I don't think any of you, and I know a lot of peace officers because they're not running around there at that time in the morning, see some of the things that are going on also at that time. The race, it's like a race track some days in the summer time. The young kids coming through there. I just think that 3 large houses going in that area and I know 10 City Council Meeting 4pril 12, 2004 • because living across the street, no one came and knocked on my door and asked me about, you're talking about developing. About how much we could develop our house into. So no one even said 3 or 4 houses were going in there at first. But this is going to cause a lot of extra traffic and the problem also going from Pleasant View onto 101, there should have been a stop light there a million years ago so that people are just speeding and stopping and flying through at their own convenience. Before these houses are built I think a lot needs to be considered on how that whole area and driving through there is going to be devastated. Mayor Furlong: Thank you. Mary Ann McCauley: I'm Mary Ann McCauley and I live at 420 Pleasant View Road and you all heard from me by e-mail on Friday so I'll keep this short. Anyone who has investigated this property and who has decided to put that street where they're putting it has never come down my driveway and tried to make a turn out on the street. Michael Kohane: My name is Michael Kohane, 6870 Yuma Drive, Chanhassen. I live on the other side of the lake. We use Lotus Lake for recreational purposes and we hope that we can preserve it. Our big concern is that a number of actually homes are coming on the Carver Beach side of the lake and now we're hearing that more luxury homes are coming on the other side of the lake. The lake is in dire straits anyway at this point. A public letter to the Chanhassen paper about 6 to 8 months ago indicated with antidotal evidence that there's significant issues with Lotus Lake. I think that the City Council should draw a line in the sand on this and maybe consider that new development should be considered very, very carefully in the context of the preservation of Lotus Lake and the local parks. Thank you. Mayor Furlong: Alright, thank you. This is still a public hearing with regard to the vacation of the right-of-way. If anybody else would like to speak at this time, I'd be happy, pleased to listen to them. If there's no one, then I'll go ahead and close the public hearing and move back. At this time I'll bring it back to council. There may be additional questions or if staff has additional comments with regard to, whether it's the right-of-way or the preliminary and final plat, or the construction contract. Councilman Ayotte: Want to start there? Mayor Furlong: Councilman Ayotte, please. Councilman Ayotte: The buzz word for me is safety. I've had discussions with Kate earlier on this particular subject. I think folks have worked hard on the development of this project. Usually though the short sheet for me typically is safety. And I agree that engineering is probably doing all it can in regards to egress and ingress to the site. However, a house or two on Pleasant View, because of circumstance is going to cause an issue. With regard to traffic. So no one can ever say that the traffic pattern will be improved with more, with one more driveway so on that point I'm concerned about whether or not we have exhausted all investigation possible to take a look at what can be 11 City Council Meeting 1pril 12, 2004 • done for traffic. Point one. Point two, with regard to the trees. It is always difficult, and we've experienced this on this council that a contractor may do something overtly wrong and we come back to that contractor, but when damage is done, damage is done and I happen to agree with the comment with regard to the 200 year old tree. It's difficult to replace. And I also ask whether or not there are options for buffers to help offset some of the concerns. But my main concern is traffic. And the safety aspects of things. Because of Pleasant View. Not because of design. Not because of what Planning has done or not done. Not because the developer's done all they can to make this is a great project. The nature of the beast, Pleasant View has been a, I know for at least the 3 years and 9 months a problem, and I would like to see if there was a way to mitigate additional risk even though it's only 3 houses. I'm not sure what the answer to that is but I have, I'm not comfortable with the project based on those points. Thank you Mayor. Mayor Furlong: Thank you. Other comments, discussion. Councilman Peterson: Mr. Mayor, with regard to the vacation, I think it's reasonable. I haven't heard anything that says we shouldn't do it. It really is kind of the clean-up area and when other ones come in we'll continue that vacation as other people come in and subdivide their other variances, etc, etc, so I think that's reasonable and we should proceed with that. I think one thing is important to clarify tonight is that this council doesn't really have the ability to say no to the subdivision. It meets our city ordinances and codes so we are obligated to check to see whether or not it meets those, and if it meets those, then we have to say yes, go ahead with the project. In this case, you know staff has gone a long way in working with the developer to get a better product, which I think is a great thing. But again I think it's important to know that we can't turn it down. We can only make it better and I think we've gone a fair amount in that direction. I agree with Councilman Ayotte. I think let's just re -double our efforts to be sure that we do whatever we can to increase the safety, whether it's a stop sign or whether it's some other traffic calming procedures. I know we've got a variety of things that we can use. Let's do that, but other than that it seems like a reasonable subdivision. As much as I don't like subdivisions, you know we all know that most of our citizens want more open space. That's why they moved here so when I see these, it's worrisome but we haven't found a way to stop that. So intellectually I don't know whether we should but I know it's frustrating for everybody so those would be my comments. Mayor Furlong: Okay, thank you. Other comments? Discussion. Councilman Lundquist: Mr. Mayor, my comments are similar to Councilman Peterson's. As I drove by the property this weekend, it's unfortunate that the subdivision is going in but, and taking out that big lot but it is what it is and as Mr. Peterson said, we don't have a lot of options or choices so I think given the circumstances that the staff has worked within their power to do what they can and hopefully mitigate it some and as well with Councilman Ayotte that we look very hard at what we can do in that area. First time I've been down that road this weekend so there's some things that we probably need to do there as well so I would go along with that. 12 City Council Meeting 1pril 12, 2004 • Mayor Furlong: Okay, thank you. Councilman Labatt. Councilman Labatt: Well I don't, let me ask Matt a question here. Matt, from one of the private driveways coming down and as you're looking to the left, or I suppose in an easterly, southeasterly direction. What is the recommended sight line for that, for an intersection there? Matt Saam: As in distance? Councilman Labatt: Yeah. Matt Saam: Off the top of my head I'm not, I don't have that figure. But I can tell you that we did look at the access location for the driveway. Basically what we wanted to try to do was to get it off of the middle of that curve because if you think about it, if it's in the middle of the curve you really can't see once you look to the right or left. The oncoming traffic so you want to get the access on a straight away. Up on the east side, basically the opposite side, the grades in there are so steep that it really makes it not a good location for a driveway. So then we look back along this, what I'll call the westerly side and as I said, we try to line that up with an existing street. And that's how we arrived at this. Councilman Labatt: Sure. And as you look kind of, could either a private driveway there and you're got to look to the right, I mean your sight lines are fine there. I mean you have a long straight away. But as you look to the west, my concern is what the neighbors were saying is potential of a car coming around that curve. Even if you're traveling at 25 miles an hour, trying to equate that to number of feet per second. Matt Saam: Yeah I see your point. I mean we would, we would like to have moved it further that way but we have the bluff there, and again the existing street of Horseshoe Curve is right there. I will point out that we are having the developer put in a stop sign at his access, so the residents, remember we're talking 2 additional houses. Three total but 2 additional. Councilman Labatt: Right. Matt Saam: The residents coming down there, they will be required to stop on Pleasant View, look both ways before proceeding. We are also going to recommend that a blind intersection ahead sign be placed. So those are mitigation. Councilman Labatt: Can any sort of cutting of that comer be done to increase the sight line? Todd Gerhardt: Matt, could you go to the table so everybody can see what you're talking about? Matt Saam: I think you're talking in this comer Councilman Labatt. 13 City Council Meeting April 12, 2004 • Councilman Labatt: Exactly. Can any sort of, if I'm stopped at the end of the private driveway there and I go to my left, is there, what can be done to increase potential to see even 10 feet further? Matt Saam: Sure, as you said within the right-of-way area, maybe you cut that back. Instead of having a steep slope you cut it down some so your sight distance is, so you can see a farther distance basically. And I mean we can have them do that within the right- of-way. Councilman Labatt: We can? Matt Saam: Yes. As part of the grading. That's pretty typical. Councilman Ayotte: Write that one down. Mayor Furlong: You say it's pretty typical. I mean is that. Matt Saam: Well in new developments, with right-of-way what I mean Mayor is we don't like to have big berms within the right-of-way. We have sight distance requirements so we like to keep a, I think it's a 2 percent gradual slope in there. So that's what we'll have done in this area also. Mayor Furlong: And that's pretty steep right in that corner, if memory serves. Matt Saam: Yes. I mean the entire site is relatively speaking fairly steep. Todd Gerhardt: Matt would you have to put a retaining wall in there? Matt Saam: They may have to. I mean depending on 3 to 1 is our maximum slope requirement so I'm not sure right now Todd if they would have, if the retaining wall would be required or not. Councilman Labatt: Okay, thanks Matt. Maybe, could you work on fashioning another condition then along that line where within that right-of-way, as long as you're maintaining a 3 to 1 ratio, I don't want to have to have them put in a huge retaining wall but whatever does, serves a purpose of the point I'm trying to get across and let's try to do what we can do to increase the sight line there. Matt Saam: I'll work on it. Councilman Labatt: Without you know taking down the whole hill. Matt Saam: Sure, understood. 14 City Council Meeting 1pril 12, 2004 • Councilman Labatt: Okay. Other than that, I mean that's my point there. I agree with Mr. Peterson and Mr. Lundquist that you know, they're entitled by zoning ordinance and city code and state law to subdivide so, you know as we do our due diligence up here, is we try to minimize the impact upon the neighbors and to create a safe environment. As I look at the speed study, and I drive Pleasant View Road often. It seems to be, since Project Leadfoot was enacted up there, that I've seen speeds lowered up there. We're adding 2 more homes so Matt how many vehicle, what do they call it? Vehicle. Matt Saam: Trips per day? Councilman Labatt: Yeah, what are we adding? Kate Aanenson: 3 per household. Councilman Labatt: 3 per house? Kate Aanenson: 30. Times that, yeah. Matt Saam: 30. Yeah, it's 8 to 10 per lot so it's about 30. Mayor Furlong: But there's already one lot so. Matt Saam: So the addition would be roughly 20. Councilman Labatt: Roughly 20 per. Matt Saam: Per lot. Councilman Labatt: Per lot per day per week? Matt Saam: Yes. Mayor Furlong: So there'd be more cars. Councilman Labatt: There will be more cars but we're not. Mayor Furlong: Yeah the incremental is, but there's still going to be more. Councilman Ayotte: It was part of the conditions though to increase the sight line or improve the sight line to affecting configuration of property and 2 stop signs is it? Matt Saam: One at the bottom of the proposed driveway and then an additional blind intersection ahead sign along Pleasant View to alert drivers. Mayor Furlong: For westbound traffic on Pleasant View. 15 City Council Meeting April 12, 2004 • Matt Saam: Yes, westbound. Councilman Ayotte: Can anything else be done with? Matt Saam: Not without, as I said, really carving up the site and creating, no. Mayor Furlong: Okay. Well if the, as my fellow members of the council said, our goal here when there are some limitations on what we can and can't do is to make the best of it that we can. I think to the extent from the development standpoint, it sounds like staff did improve it by reducing the number of lots from an additional 2, or from an additional 3 to additional 2. The private street, from 4 total to 3 or additional, incremental and according to the private street there's a single access onto Pleasant View versus 3 or 4 access points. I guess there is a single access right now with the driveway, is that correct? Where does that driveway come in? Kate Aanenson: It shows up right in here. Right at the, closer to Horseshoe. Mayor Furlong: Okay. And based on what we've heard, given the subdivision but by moving that access point further to the west, actually provides a safer access than where the access point is now from a grade standpoint I think was the reason you gave. Matt Saam: Well a grade, but traffic, sight line. You want to get off the inside of that curve Mr. Mayor. Mayor Furlong: Okay, so there is some improvement there. I think with regard to the speed study information, I was surprised at the speeds. I'm glad to see that the data supporting the traffic on that road has gone down because clearly it was an issue but I know there are cars also that may exceed the speed limit from time to time, having driven on it and having cars slow down behind me. One of the advantages I see with regard to the right-of-way vacation, which we haven't talked about much up here, is we're going to be maintaining the drainage easement across that. And I know drainage, any time you're dealing with slopes such as we are, one of the conditions here is to make sure that there's a detailed grading and drainage plan. Having that easement there protects the property to the north, or I assume is part of the permitting process and the completion of the subdivision. We'll be able to review those plans ahead of time and make sure that the added development doesn't impose a drainage problem on the neighboring developments because obviously that's a concern anytime you're dealing with new construction or in this case subdivision with new construction. So it's, you know I think there are property rights that are there. They're important that we protect, both in terms of the property owner to develop. At the same time minimize as much as we can the impact on the existing property owners, and while it may not be enough for some, it sounds to me as if the staff has worked with the developer and the developer has accommodated in some areas to get that done, so Councilman Ayotte. Councilman Ayotte: One more question. [ri City Council Meeting —%ril 12, 2004 • Mayor Furlong: Certainly. Councilman Ayotte: Carving up the property, would that improve the line of sight? I know you don't want to carve up the property but carving up property, does that improve the line of sight? Given the slope. Kate Aanenson: Can I answer that while he's thinking about it. There's two issues there. One, it's very steep and we talked about this with the city engineer. The steeper you go, then you're putting in retaining walls adjacent to a public street which has a lot of issues in itself. Because you're going up steeper so we kind of ruled that out. Again that kind ended the discussion with the driveway. Again if you look at what percentage this traffic is generating, I think we have to keep that in perspective of the entire street, which the problem is on the entire street. Not just this corner and I think that's what we need to keep in mind too and that's kind of what we were looking at too as an addition of the two extra homes. There's 3 total but there's 2 additional homes coming in so we kind of weighed that and what would be the purpose of having that long tern maintenance issue in the right-of-way. So when we looked at the bluff is driving that, we've got the one area that the bluff and leaving it natural, I think that's kind of what Matt was saying. To increase the sight line but not put a large retaining wall that could be a long term issue too. If I answered your question. Councilman Ayotte: Is there going to be a time where, as additional developments may come about. We've got to be hitting the point where we're not going to see much more along Pleasant View, but is there going to be a time where we need to take another holistic view of Pleasant View from a traffic pattern standpoint based on adding more traffic on that road with more development. Kate Aanenson: I'll let the city engineer. Councilman Labatt: Welcome to Chanhassen. Paul Oehme: Good evening. Thank you Mayor, council members. There potentially could be in the future, I can't say for certain on that. It's a degraded roadway. It's narrow. It's windy. It's poor sight distances as all of you know. In terms of future development along this corridor, like Kate had indicated, most of these lots now are pretty well built out I think in terms of new growth in this area, in terms of additional traffic patterns. At this time I don't know if it would warrant it. I mean we still can take a look at it on an individual basis but to do a total traffic study, I don't know. Just based upon the numbers that I've seen, the background, I don't know if it really warrants it at this time but we'll continue to monitor it and address the issues as they arise. Councilman Ayotte: I guess that wasn't my question. My question was, at what point with additional land development would we have to take a more holistic view of the traffic? Is it 6 more developments? Is it 3 more developments? What's the trip wire that sends we ought to revisit it? 17 City Council Meeting—7�pril 12, 2004 • Paul Oehme: Well I think the issue would, in terms of traffic, 6 more developments, I don't think 6 more developments like this is going to have a significant impact above and beyond where the road is currently at. 6 more developments like this, it's not that much traffic generated, although you know in terms of the existing traffic and I don't think it's going to matter. Kate Aanenson: And I'll just answer that from a planning perspective. Another school of thought, and that's traffic calming. When we talked about widening this street and making additional improvements, it also allows for faster speeds because you have better sight lines, so there's kind of a just position there. One is you have to slow down because the sight lines aren't as great. When you want to minimize safety options you also, there's a character to that neighborhood as far as the quaintness of the trees covering. We have that also in parts of Minnewashta, Carver Beach and those sort of things so we try to keep those balances in mind. How do you maintain the character and traffic calming instead of creating a speedway with wider streets and curb and gutter so it kind of goes back to, is it the number of houses or some other maybe ad hoc things that we could look at again trying to maintain that character. Paul Oehme: And again, I think it's monitoring. I think it's the programs that the city have already initiated, the Leadfoot. Just making sure that we're doing our due diligence. Trying to address issues as they arise. Making sure law enforcement personnel are out there. You know monitoring the situation as well so I think. Councilman Ayotte: Thanks Paul. Mayor Furlong: Okay, is there any additional comments or discussion at this point? Councilman Labatt: Can I ask Mayor, if Matt came up with number 28. Matt Saam: Yeah, the new one. Councilman Labatt: Yeah. The wording on it. Matt Saam: Yeah. Work with staff to increase the sight distance near the proposed access from the development onto Pleasant View. Increase the sight distance along Pleasant View near the proposed access. I didn't think you wanted me to tell them specifically what to do, retaining wall or you know all that so. Councilman Labatt: You know what we want and I think you heard the gist of the neighborhood and something needs to be done, and leaving it as is isn't the answer. Something can be done I think. Whether how much is cut back or trimmed or moved is up to you to decide. You're the engineer, not me. Mayor Furlong: And I think the purpose of the increase is to maximize a safety elements, still keeping in mind with engineering limitations. Okay. Alright, is there further discussion? If not is there a motion? Which I believe start on page 12 of the packet. City Council Meeting April 12, 2004 • Councilman Peterson: Mr. Mayor, I'd move the City Council approve the partial vacation of Oak Grove Avenue as shown on plans dated received February 26, 2004, conditions 1 and 2. Councilman Ayotte: Second. Mayor Furlong: Made and seconded. Is there any discussion on that motion? Resolution #2004-20: Councilman Peterson moved, Councilman Ayotte seconded that the City Council approve the partial vacation of Oak Grove Avenue as shown on plans dated received February 26, 2004, with the following conditions: 1. The applicant shall provide the city with the legal description of the vacated right- of-way. 2. The applicant shall dedicate a typical drainage and utility easement over a portion of the vacated portion. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman Peterson: Mr. Mayor, I'd also put forth recommendation to approve the preliminary and final plat for planning case 04-03 for Kenyon Bluff for 3 lots and a variance to allow a private street as shown on plans received February 26`s, and revised March 24'" subject to conditions 1 through 28. Roger Knutson: And I assume that includes adoption of the Findings of Fact as presented by the Planning Commission. Councilman Peterson: Affirmative. Mayor Furlong: And number 28 was the one just read into the record by the city engineer, thank you. Is there a second to that motion? Councilman Labatt: Second. Mayor Furlong: Is there any discussion on that? Additional. Councilman Peterson moved, Councilman Labatt seconded that the City Council approves the preliminary and fmal plat for Planning Case 04-03 for Kenyon Bluff for 3 lots and a variance to allow a private street as shown on the plans received February 26, 2004, and revised March 24, 2004, adopting the Findings of Fact and subject to the following conditions: 19 City Council Meeting *nl 12, 2004 • Environmental Resources Specialist Conditions: a. Applicant shall submit landscape plan showing the 16 trees required to be planted Trees shall meet minimum size requirements. b. Minimum bufferyard planting requirements for Lot 3 includes 2 overstory trees, 4 understory trees and 9 shrubs. C. Tree preservation fence shall be installed prior to grading at the perimeter of the grading limits. d. Any trees not shown for removal that are lost due to construction activities will be replaced at a rate of 2:1 diameter inches. 2. The applicant shall pay park fees in lieu of land dedication or trail construction on two of the three lots. One lot is exempt from these charges due to the existing single-family home on the property. The park fee on two single family homes totals $5,600 and is payable at the time of platting. 3. Submit a 30-foot wide private cross -access easement against all three lots at time of final plat recording. 4. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, MN Department of Health, MCES, and Watershed District. 5. The storm sewer must be designed for a 10-year, 24-hour storm event. 6. The applicant should be aware that any retaining wall more than 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota. Also, it will require a building permit through the City's Building Department. Tree preservation fencing must be installed at the limits of tree removal. 8. Show all of the existing and proposed utility easements on the utility plan. 9. On the grading plan: a. Show all existing and proposed easements. 10. Add to the plans the following notes: a. All sanitary services must be 6" PVC-SDR26 and water services 1" copper. 11. On Lot 1, the house pad must be raised one foot in elevation to better facilitate drainage away from the house. 12. On Lot 2,10:1 slope must be used for the first 15 feet off the rear house pad along with a 4-foot retaining wall. go City Council Meeting April 12, 2004 • 13. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 14. The sanitary sewer and water hookup charges are applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for water -main. 15. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat for review. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 16. The private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. 17. The existing driveway to the site off of Pleasant View Road must be removed. 18. Show the standard 10- and 5- foot lot line easements on the final plat. 19. Delete the proposed infiltration basin. 20. Detailed grading, drainage, tree removal and erosion control plans will be required for each lot at the time of building permit application for city review and approval. In addition, as -built surveys will be required on each lot prior to occupancy. 21. The applicant must provide a water quality treatment manhole within the site. 22. A 20 foot wide public access easement over the private street will be required so city utility crews can gain access to the public sewer and water lines. 23. Water Resource Coordinator Conditions: a. Inlet control shall be provided following installation of inlet structures. b. Silt fence shall be provided as needed to prevent sediment from leaving the site. c. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. d. All exposed soil areas shall have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: 21 City Council Meeting 4 pril 12, 2004 • TyM of Slope Stabilized within Stee r than3:1 7 days 10:1to3:1 14days Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. e. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. f. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. g. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 24. Fire Marshal Conditions: a. The new proposed street will be required to have a street name. Submit proposed name to Chanhassen Building Official and Fire Marshal for review and approval. b. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Qwest, Xcel Energy, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. No burning permits will be issued for tree/shrub disposal. Any trees removed must be removed or chipped on site. 25. Building Official Conditions: a. Demolition permits must be obtained before demolishing any existing structures. b. A building permit must be obtained to construct any retaining walls over 4 feet tall. c. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 26. Approval of the subdivision is contingent upon the City Council approving the vacation of the right-of-way. 27. Access to all three lots shall be limited to the Private Street. Direct access is prohibited off of Pleasant View Road. 28. Work with staff to increase the sight distance along Pleasant View Road near the proposed access from the development." 22 City Council Meeting April 12, 2004 • All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Is that the end of the motions? Is there any additional? I think that's it. Roger Knutson: Did you? Mayor Furlong: Oh, we have a contract and construction plans. Roger Knutson: Yes. Councilman Peterson: I'd move that we approve construction plans and specs and development contract as submitted by staff this evening. Mayor Furlong: Thank you. Is there a second? Councilman Labatt: Second. Mayor Furlong: Any discussion? Councilman Peterson moved, Councilman Labatt seconded that the City Council approve the construction plans and specifications for Kenyon Bluff dated March 24, 2004, prepared by Schoell & Madson, Inc., and the development contract dated April 12, 2004, subject to the following conditions: 1. The applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit in the amount of $305,197 and pay an administration fee of $20,527. 2. The applicant's engineer shall work with city staff in revising the construction plans to meet city standards. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPEAL VARIANCE FOR A 7,068 So. FT. LOT AREA VARIANCE TO Public Present: Name Address Vicky Hevey 780 Woodhill Drive Nancy Mason 829 Woodhill Drive Michael Kohane 6870 Yuma Drive Felix & BrianThompson 6899 Yuma Drive 23 May 7, 2004 CITY OF CIIANIIASSEN Mr. Tom Rollings CBR Development LLC 7700 Market Boulevard 4550 Weston Lane North Pe Chanhassen, MN MN 55311 Yn► Plymouth, MN 53446 Administration Re: Kenyon Bluff Subdivision No. 2004-03 Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Rollings: Building Inspections PFax:955227.1190 Fax:952.227.1190 This letter is to formallynotify you that on April 12, 2004, the Chanhassen City �' Y P Council adopted the following motion: Engineering PFax:952.227.1170 Preliminary and Final Plat Fax: 952.227.1170 Finance "The City Council approves the preliminary and final plat for Planning Case 04-03 Phone: for Kenyon Bluff for 3 lots and a variance to allow a private street as shown on the 522211 Fax 952227 .711110 plans received February 26, 2004, and revised March 24, 2W4, adopting the Findings Park a Recreation of Fact and subject to the following conditions: Phone: 952.227.1120 Fax: 952.227.1110 1. Environmental Resources Specialist Conditions: Recreation Center 2310Coulter Boulevard a. Applicant shall submit landscapeplan showing the 16 trees required P g Phone: 952.227.1400 to be planted. Trees shall meet minimum size requirements. Fax:952.227.1404 b. Minimum bufferyard planting requirements for Lot 3 includes 2 Planning a overstory trees, 4 understory trees and 9 shrubs. Natural Resources c. Tree preservation fence shall be installed prior to grading at the Phone:952.227,1130 perimeter of the grading limits. Fax: 952.227.1110 d. Any trees not shown for removal that are lost due to construction Public worts activities will be replaced at a rate of 2:1 diameter inches. 1591 Park Road Phone:952.227.1300 2. The applicant shall pay park fees in lieu of land dedication or trail Fax:952.227.1310 construction on two of the three lots. One lot is exempt from these charges Senior Center due to the existing single-family home on the property. The park fee on Phone:952.227.1125 two single family homes totals $5,600 and is payable at the time of Fax: 952.227.1110 platting. Web She wwwachanhassennn.us 3. Submit a 30-foot wide private cross -access easement against all three lots at time of final plat recording. 4. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, MN Department of Health, MCES, and Watershed District. 5. The storm sewer must be designed for a 10-year, 24-hour storm event. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gut place to live, work, and play. Mr. Tom Rollins • Kenyon Bluff May 7, 2004 Page 2 6. The applicant should be aware that any retaining wall more than 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota. Also, it will require a building permit through the City's Building Department. 7. Tree preservation fencing must be installed at the limits of tree removal. 8. Show all of the existing and proposed utility easements on the utility plan. 9. On the grading plan: a. Show all existing and proposed easements. 10. Add to the plans the following notes: a. All sanitary services must be 6" PVC-SDR26 and water services 1" copper. 11. On Lot 1, the house pad must be raised one foot in elevation to better facilitate drainage away from the house. 12. On Lot 2, 10:1 slope must be used for the fast 15 feet off the rear house pad along with a 4-foot retaining wall. 13. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 14. The sanitary sewer and water hookup charges are applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for water -main. 15. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat for review. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 16. The private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. 17. The existing driveway to the site off of Pleasant View Road must be removed. 18. Show the standard 10- and 5- foot lot line easements on the final plat. 19. Delete the proposed infiltration basin. 20. Detailed grading, drainage, tree removal and erosion control plans will be required for each lot at the time of building permit application for city review and approval. In addition, as -built surveys will be required on each lot prior to occupancy. Mr. Tom Rollins Kenyon Bluff May 7, 2004 Page 3 21. The applicant must provide a water quality treatment manhole within the site. 22. A 20 foot wide public access easement over the private street will be required so city utility crews can gain access to the public sewer and water lines. 23. Water Resource Coordinator Conditions: a. Inlet control shall be provided following installation of inlet structures. b. Silt fence shall be provided as needed to prevent sediment from leaving the site. c. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. d. All exposed soil areas shall have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: T of Slope Stabilized within Steeper than 3:1 7 days 10:1to3:1 14days Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. e. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed f. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. g. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 24. Fire Marshal Conditions: a. The new proposed street will be required to have a street name. Submit proposed name to Chanhassen Building Official and Fire Marshal for review and approval. b. A 10-Foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Qwest, Xcel Energy, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. No burning permits will be issued for treetshrub disposal. Any trees removed must be removed or chipped on site. 25. Building Official Conditions: a. Demolition permits must be obtained before demolishing any existing structures. b. A building permit must be obtained to construct any retaining walls over 4 feet tall. Mr. Tom Rollins • • Kenyon Bluff May 7, 2004 Page 4 c. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 26. Approval of the subdivision is contingent upon the City Council approving the vacation of the right-of-way. 27. Access to all three lots shall be limited to the Private Street. Direct access is prohibited off of Pleasant View Road. 28. Work with staff to increase the sight distance along Pleasant View Road near the proposed access from the development." Construction Plans and Specifications and Development Contract "The City Council approve the construction plans and specifications for Kenyon Bluff dated March 24, 2004, prepared by Schoell & Madson, Inc., and the development contract dated April 12, 2004, subject to the following conditions: 1. The applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit in the amount of $305,197 and pay an administration fee of $20,527. 2. The applicant's engineer shall work with city staff in revising the construction plans to meet city standards." Two mylar copies of the final plat should be submitted to our office for signatures, along with the signed development contract (attached) and all required financial securities. Two 1 "=200' scale mylar reductions of the final plat, and digital file of final plat in both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system) should also be submitted. Also, all easements must be signed and submitted to the City prior to recording. If you have any questions, please call me at (952) 227-1134 or e-mail me at saliaff @ci.chanhassen.mn.us Sincerely, J Sharmeen Al-Jaff Senior Planner Attachment: Kenyon Bluff Development Contract c: Matt Saam, Assistant City Engineer Steve Torell, Building Official g:Vian\2004 planing ca kO"3 - kenynn badr&A er of ap"al.dw CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA KENYON BLUFF DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................SP-2 5. TIME OF PERFORMANCE......................................................................................... SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERALCONDITIONS............................................................................................SP-6 GENFR AT . CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT.........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS......................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION CONTROL........................................................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING....................................................................................................................GC-2 9. CLEANUP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS........................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY.............................................................................................:.................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSEPADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS.................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service....................................................................................................GC-6 C. Third Parties......................................................................................................GC-7 D. Breach of Contract ..... ....................................................................................... GC-7 i E. Severability .......................................................................... F. Building Permits.................................................................. G. Waivers/Amendments.......................................................... H. Release................................................................................. I. Insurance.............................................................................. J. Remedies.............................................................................. K. Assignability ........................................................................ L. Construction Hours.............................................................. M. Noise Amplification............................................................. N. Access.................................................................................. O. Street Maintenance............................................................... P. Storm Sewer Maintenance................................................... Q. Soil Treatment Systems....................................................... R. Variances.............................................................................. S. Compliance with Laws, Ordinances, and Regulations......... T. Proof of Title........................................................................ U. Soil Conditions.................................................................... V. Soil Correction..................................................................... W. Haul Routes............................................................................. X. Development Signs.................................................................. Y. Construction Plans................................................................... Z. As -Built Lot Surveys............................................................... ...........................GC-7 ...........................GC-7 ...........................GC-7 ...........................GC-7 ........................... GC-7 ...........................GC-7 ...........................GC-8 ...........................GC-8 ........................... GC-8- ........................... GC-8 ........................... GC-8 ...........................GC-8 ........................... GC-9 ........................... GC-9 ........................... GC-9 ........................... GC-9 ........................... GC-9 ........................... GC-9 .......................... GC-10 .......................... GC-10 .......................... GC-10 .......................... GC-10 ll CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) KENYON BLUFF �39 AGREI11ENT dated April 12, 2004 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, CBR DEVELOPMENT, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Kenyon Bluff (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The .plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved April 12, 2004, prepared by Schoell & Madson, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated March 24, 2004, prepared by Schoell & Madson, Inc. Plan C: Plans and Specifications for Improvements dated March 24, 2004, prepared by Schoell & Madson, Inc. Plan D: Landscape Plan dated March 24, 2004, prepared by Schoell & Madson, Inc. CT;ll 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Site GradingtRestoration E. Underground Utilities (e.g. gas, electric, telephone, CATV) F. Setting of Lot and Block Monuments G. Surveying and Staking H. Landscaping I. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2004. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $305,197.00. The amount of the security was calculated as 110% of the following: Site Grading/Restoration Sanitary Sewer Watermain Storm Sewer, Drainage System, including cleaning and maintenance Signs Erosion control Engineering, surveying, and inspection Landscaping TOTAL COST OF PUBLIC IMPROVEMENTS $ 144,244.00 $ 14,251.00 $ 12,337.00 $ 42,752.00 $ 300.00 $ 3,450.00 $ 21,733.00 $ 38,385.00 $__ 277.452.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it SP-2 down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Tom Rollings CBR Development, LLC 4550 Weston Lane North Plymouth, MN 55446 612-770-8885 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. The applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit in the amount of $305,197.00 and pay an administration fee of $20,527. B. The applicant's engineer shall work with City staff in revising the construction plans to meet City standards. C. Environmental Resources Specialist Conditions: 1. Applicant shall submit landscape plan showing the 16 trees required to be planted. Trees shall meet minimum size requirements. 2. Minimum bufferyard planting requirements for Lot 3 includes 2 overstory trees, 4 understory trees and 9 shrubs. 3. Tree preservation fence shall be installed prior to grading at the perimeter of the grading limits. 4. Any trees not shown for removal that are lost due to construction activities will be replaced at a rate of 2:1 diameter inches. SP-3 D. The applicant shall pay park fees in lieu of land dedication or trail construction on two of the three lots. One lot is exempt from these charges due to the existing single-family home on the property. The park fee on two single family homes totals $5,600 and is payable at the time of platting. E. Submit a 30-foot wide private cross -access easement against all three lots at time of final plat recording. F. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, MN Department of Health, MCES, and Watershed District. G. The storm sewer must be designed for a 10-year, 24-hour storm event H. The applicant should be aware that any retaining wall more than 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota. Also, it will require a building permit through the City's Building Department. I. Tree preservation fencing must be installed at the limits of tree removal. Show all of the existing and proposed utility easements on the utility plan. K. On the grading plan: 1. Show all existing and proposed easements. L. Add to the plans the following notes: 1. All sanitary services must be 6" PVC-SDR26 and water services 1" copper. M. On Lot 1, either the house pad must be raised one foot in elevation or a small, 2 to Moot, retaining wall be installed to better facilitate drainage away from the house. N. On Lot 2, 10:1 slope must be used for the fast 15 feet off the rear house pad along with a 4-foot retaining wall. O. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. P. The sanitary sewer and water hookup charges are applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for watermain. Q. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat for review. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to SP-4 E be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. R. The private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. S. The existing driveway to the site off of Pleasant View Road must be removed. T. Show the standard 10- and 5-foot lot line easements on the final plat. U. Delete the proposed infiltration basin. V. Detailed grading, drainage, tree removal and erosion control plans will be required for each lot at the time of building permit application for City review and approval. In addition, as - built surveys will be required on each lot prior to occupancy. W. The applicant must provide a water quality treatment manhole within the site. X. A 20-foot wide public access easement over the private street will be required so City utility crews can gain access to the public sewer and water lines. Y. Water Resource Coordinator Conditions: 1. Inlet control shall be provided following installation of inlet structures. 2. Silt fence shall be provided as needed to prevent sediment from leaving the site. 3. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. 4. All exposed soil areas shall have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: T of Slo a Stabilized within Steeper than 3:1 7 days 10:1to3:1 14days Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 5. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 6. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution ;*Si Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. Z. Fire Marshal Conditions: 1. The new proposed street will be required to have a street name. Submit proposed name to Chanhassen Building Official and Fire Marshal for review and approval. 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Qwest, Xcel Energy, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 3. No burning permits will be issued for tree/shrub disposal. Any trees removed must be removed or chipped on site.. AA. Building Official Conditions: 1. Demolition permits must be obtained before demolishing any existing structures. 2. A building permit must be obtained to construct any retaining walls over 4 feet tall. 3. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. BB. Approval of the subdivision is contingent upon the City Council approving the vacation of the right-of-way. CC. Access to all three lots shall be limited to the Private Street. Direct access is prohibited off of Pleasant View Road. DD. Work with staff to increase the sight distance along Pleasant View Road near the proposed access from the development." 9. General Conditions. The general conditions of this Contract are attached as Exhibit 'B" and incorporated herein. SP-6 Cl TY OF CHANHASSEN M (SEAL) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager CBR DEVELOPMENT, LLC: Im STATE OF MUNESOTA ) (ss. COUNTY OF CARVER ) Tom Rollings, President The foregoing instrument was acknowledged before me this day of 20_, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF M 4NESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by Tom Rollingss, President of CBR Development LLC a Minnesota Limited Liabiliri Companv. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC SP-7 EXHIBIT DEVELOPMENT CONTRACT Lots I and 2, PLEASANT VIEW, Carver County, MN. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT State Bank of Long lake which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC SP-9 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated 2 of (Name of Bank) b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.rrL on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Plymouth City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its SP-10 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" Cfi7►`I �1:7:_ _ 1 1 Y_ 1 ► 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorders Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent 14TOM agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineers design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion control requirements. Erosion control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize the removal of the erosion control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion control measures. Sa. Erosion Control During Construction of a Dwelling or Other Budding. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished the City to guarantee compliance with City Code § 20-94. GC-2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Trees which can cause a public nuisance, such as cotton producing trees, or can be a public hazard, such as bug infestation or weak bark, are prohibited. The minimum tree size shall be two and one-half (2'h) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of four (4) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of GC-3 incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 20-94 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is eighteen (18) months following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Eidsting Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges. The Developer also acknowledges overall sanitary sewer and water trunk availability to the site and the hook-up charges established by the City as reasonable compensation for oversizing costs previously incurred, as well as, long-term maintenance. Said hook-up charges are collectible at time of building permit unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. M Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineers approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street X light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City s cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (21/2%) of construction costs for the first $1,000,000 and one and one-half percent (1'h%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 20E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees GC-5 for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. R The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. GC-6 C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or GC-7 hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every tight, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the tight to exercise at any time thereafter any other right, power or remedy. K. Assignabiliri. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours for required improvements under this contract shall be from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or any recognized legal holidays. Under emergency conditions, this limitation may be waived by the consent of the City Engineer. Any approved work performed after dark shall be adequately illuminated. If construction occurs outside of the permitted construction hours, the Developer shall pay the following administrative penalties: First violation Second violation Third & subsequent violations $ 500.00 $ 1,0M.00 All site development and construction must cease for seven CT) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. if streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and r maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City [TIE: 1 issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. Bluff Creek Drive from Trunk Highway 212 to Pioneer Trail (CSAH 14) may not be used by the Developer, the Developer's contractors or subcontractors as a haul route for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"xl7" reduced construction plan sets and three sets of specifications. Within sixty (60) days after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue linelpaper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the .dxf file must be tied to the current county coordinate system), and (8) digital file of utility tie sheets in either .doc or .tif format. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Rev. MI/04 GC-10 • i � n -.NL6 MEMORANDUM TO: Todd Gerhardt, City Manager MYl OF FROM: Sharmeen Al-Jaff, Senior Planner CgANgASSEN DATE: April 12, 2004 7700 Market Boulevard Po Box 147 SUBJ: Preliminary and Final Plat to Subdivide a 2.16 Acre Lot into Three Chanhassen, MN 55317 (3) Single -Family Lots with a Variance, Kenyon Bluff Administration Planning Case No. 04-3 Phone:952.227.1100 Partial Vacation of Oak Grove Avenue — Vacation File No. 04-02 Fax: 952.227.1110 Building Inspections Phone:952.227.1180 EXECUTIVE SUMMARY Fax: 952.227.1190 Engineering The development was reviewed and recommended for approval by the Planning Phone:952.227.1160 Commission on March 16, 2004. Fax: 952.2271170 Finance ACTION REQUIRED Phone: 952.227.1140 Fax:952.227,1110 City Council approval requires a majority of City Council present. Park & Recreation Phone. 952.227.1120 PLANNING COMMISSION SUMMARY Fax: 952.227.1110 Recreation center The Planning Commission held a public hearing on March 16, 2004, to review the 2310 coulter Boulevard proposed development. The Planning Commission voted 5 to 0 to approve the p g Pp Phone:952.227.1400 Fax 952.227.1404 proposed development. The summary and verbatim minutes are item la in this packet. Planning 8 Natural Resources Phone:952.2271130 RECOMMENDATION Fax: 952.227.1110 Staff and the Planning Commission recommend adoption of the two motions Public works 1591 Park Road (vacation of abandoned right-of-way and preliminary and final plat with Phone: 952.227.1300 variances) approving the development as specified in the staff report dated March Fax:952.227.1310 16, 2004. Senior Center Phone:952227.1125 ATTACHMENTS Fax 952.227.1110 Web site Amended Planning Commission Staff Report Dated March 16, 2004. www achanhassen.mn.us gAplan12004 planning cas \04-03 - kenyoo bluf])Wxwutive suarnary.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a chaoning downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. • CITY OF CHANHASSEN STAFF REPORT PC DA# March 16, 2004 CC DATE: April 12, 2004 REVIEW DEADLINE: May 14, 2004 CASE #: 03-22 SUB/Planning Case 04-03 BY: Al-Jaff PROPOSAL: Preliminary and Final Plat to Subdivide a 2.16 Acre Lot into Three (3) Lots with a Variance, Kenyon Bluff Partial Vacation of Oak Grove Avenue LOCATION: Lots 1 and 2, Pleasant View. Northwest of Pleasant View Road. APPLICANT: CBR Development. LLC Tom Rollings 4550 Weston Lane N. Plymouth, MN 53446 (612)770-8885 PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 2.16 acres DENSITY: 1.38 Units per Acre Gross 1.8 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 2.16 acres into 3 single-family lots, vacation of a portion of Oak Grove Avenue and a variance to allow a private street to serve the development. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Kenyon Bluff -Planning CA. 04-03 • "April 12, 2004 Page 2 The applicant has submitted revised plans that address conditions from the staff report that appeared before the Planning Commission on March 16, 2004. This report has been revised to reflect the current plans. New information will appear in bold. Conditions and text that no longer apply have been struck through. PROPOSAUSUMMARY The applicant is proposing to subdivide 2.16 acres into 3 single family lots. The property is zoned RSF, Single Family Residential District. The site contains a single family home which is proposed to be demolished. Access to the site is gained via an existing driveway off of Pleasant View Road. Road 0 Lotus Lake An abandoned right-of-way is located northeast of the subject site. The applicant is requesting vacation of the right-of-way. Staff is recommending approval of the vacation with the condition that a drainage and utility easement be maintained over the vacated portion equivalent to a typical drainage and utility easement (the vacation of the right-of-way requires City Council action only). Approval of the subdivision will be contingent upon approval of the vacation. The variance in this application is to allow a private street to serve this development. The subdivision ordinance requires a variance be granted in order to allow a private street. Staff is recommending approval of the variance to minimize grading and for safety reasons. This issue is discussed in detail later in the report. Staff has been working with the applicant for several months. Several development scenarios were examined including a four -lot subdivision. Staff directed the applicant to show how the site would Kenyon Bluff -Planning Calko. 04-03 " 'FApril12, 2004 Page 3 develop if a public street was constructed. Sheet I of 1 (Preliminary Grading/Public Road Concept) shows the site served via a public street. This concept mass grades the site, removes most of the vegetation and utilizes retaining walls. The Planning Commission directed staff to point out that the private street was recommended by the city. The average lot size is 27,860 square feet with a resulting gross density of 1.38 units per acre and net density of 1.8 units per acre. The site is located northwest of Pleasant View Road. All three lots meet the minimum area, width, and depth requirements of the Zoning Ordinance. The site contains a bluff along the southwest comer. The required setbacks will be maintained from the edge of the bluff. The site has mature trees which the applicant is making an effort to preserve. In reviewing this plat, staff worked with the applicant to acquire additional right-of-way for Pleasant View Road. The current right-of-way is deficient in width. Some residents requested the installation of a sidewalk along the subject site. Sergeant Jim Olson submitted a report which states gutting a sidewalk on a small portion of Pleasant View Road is a safety issue...... putting a sidewalk in will give a false sense of security to pedestrians. A pedestrian will have to walk on the road both before and after the sidewalk." Sergeant Olson also surveyed speed limits in the area. The speed limit is 25 mph. He concluded that the average speeds surveyed are between 22 and 25 mph. (See Attachment # 11.) In summary, staff believes that the proposed subdivision is well designed. Minor revisions will be required. We are recommending that it be approved with a variance to allow a private street with conditions outlined in the staff report. PRELIMINARY AND FINAL PLAT The applicant is proposing to subdivide a 2.16 acre site into 3 single-family lots. The gross density of the site is 1.38 units per acre and net density is 1.8 units per acre. All three lots exceed the minimum 15,000 square feet of area, with an average lot size of 27,860 square feet. All three proposed lots meet the minimum width, and depth requirements of the Zoning Ordinance. A bluff occupies the southwest portion of proposed Lot 1. The ordinance requires all structures to maintain a 30-foot setback from the top of the bluff. The plans indicate that this setback can be accommodated and no grading is proposed within that area. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS There are no wetlands on this site. Kenyon Bluff -Planning CaWo. 04-03 • ,eh-46April 12, 2004 Page 4 Erosion and Sediment Control Inlet control is needed following installation of inlet structures. Inlet control methods will be varied before and after pavement of the street. Before pavement, inlet protection could consist of heavy-duty mono -mono silt fence with 4-foot spacing of metal T-posts and 1" rock around silt fence material. After pavement, compost socks, sand bags or rock and wire could be used as temporary inlet control. Silt fence should be provided as needed to prevent sediment from leaving the site. Erosion control blanket should be installed on all slopes greater than or equal to 3:1. All exposed soil areas must have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: Type of Sloe Time (Maximum time an area can remain open when the area Steeper than 3:1 7 days is not actively being worked.) 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as -needed. Surface Water Management Fees Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on residential single family development rates of $1,028/acre. Based on the proposed developed area of approximately 1.92 acres, the water quality fees associated with this project are $1,974. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Residential single family developments have a connection charge of $2,545 per developable acre. This results in a water quantity fee of approximately $4,886 for the proposed development. SWMP Credits This project does not propose the construction of NURP ponds and is therefore not eligible for SWMP credits. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. Kenyon Bluff -Planning Ca*o. 04-03 40 "April 12, 2004 Page 5 Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatenng)) and comply with their conditions of approval. GRADING, DRAINAGE & EROSION CONTROL The existing site over the Chanhassen lots has tree cover over approximately one acre of area. The existing bluff limit line follows the entire west side of the proposed Lot 1 and the private street. The plans propose to grade about 50-60% 75% of the site for the new house pads and a- prepesed private street The proposed grading will prepare the site for full basement and walk -out house pads. Drainage swales have been proposed along the sides of the houses to maintain the neighborhood drainage pattern through the property. The plan proposes a retaining wall for tree protection on Lot 1. The applicant should be aware that any retaining wall over 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota. Also, it will require a building permit from the Building Department. In an effort to save as many of the significant trees on the site as possible, the applicant is proposing to custom grade Lots 1 and 2. As such, detailed grading, drainage, tree removal and erosion control plans will be required for each lot at the time of building permit application for City review and approval. In addition, as -built surveys will be required on each lot prior to occupancy. Staff is concerned with the future prepesed grading in the rearyard areas of Lots 1 and 2. There is a steep slope (3:1) in the rearyard of Lot 1 which drains toward the housepad. Staff has concerns about the ability of stormwater to safely drain around the housepad at the elevations shown. Staff would recommend that either the housepad be raised one foot in elevation or that a small, 2- to 3-foot, retaining wall be installed to better facilitate drainage away from the house. Also, the proposed rearyard of Lot 2 is a steep, vertical drop of over 20 feet from the housepad to Pleasant View Road. In order to provide a usable rearyard area, staff would recommend that a flatter, 10:1 slope be used for the first 15 feet off the rear housepad along with a 4-foot retaining wall. The existing site drainage is encompassed within two different drainage areas. The site drains off site to the east and west directions toward Pleasant View Road. Under developed conditions, the applicant is proposing to capture ell -of the rearyard drainage from Lot 1, all of the street drainage and all of the front -yard drainage from the lots. The applicant is proposing to route this stormwater to a small infiltration basin or dry pond within the site prior to discharging the water via storm sewer to the existing city pond at the corner of Horseshoe Lane. This- Lane. The proposed storm sewer must be designed for a 10-year, 24-hour storm event. To better water quality tFeatment of the staFmwateF. Staff is recommending that the proposed infiltration basin be deleted. This is because the current city code does not allow for the use of infiltration basins or dry ponds as a way to Kenyon Bluff -Planning CA. 04-03 • Ma"46Apri112, 2004 Page 6 satisfy water quality requirements of new developments. While staff does not feel that the proposed three lot subdivision requires a full size NURP pond, staff does believe that the applicant should provide some type of water quality treatment prior to discharging the stormwater from the site. For this reason, staff is recommending the applicant provide a water quality treatment manhole within the site. This manhole would treat the stormwater by separating the sediment material from the stormwater. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. The plans propose on extending sewer and water from Pleasant View Road on the east side of the parcel. Overall, the utility layout looks fine. A 20-foot wide public access easement over the private street will be required so City utility crews can gain access to the public sewer and water lines. Upon completion of the utility improvements, the utilities will be turned over to the City of Chanhassen for maintenance and ownership. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup. Since the developer will be responsible for extending lateral sewer and water service to the lots, the sanitary sewer and water connection charges will be waived. However, the sanitary sewer and water hookup charges will still be applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for water -main. Sanitary sewer and water -main hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications have been must be submitted at fifne e€€inal plat for review. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. STREETS The plans propose on accessing the lots via a private street from the south side of the parcel off Pleasant View Road. The proposed private street will be aligned with the existing Horseshoe Curve intersection on Pleasant View. The applicant is proposing a 30-foot private street easement with a 20-foot pavement width. The plans propose a 10% slope private street Kenyon Bluff -Planning CA. 04-03 "April 12, 2004 Page 7 with a half hammer -head turn around. The proposed hammerhead turnaround configuration has been reviewed and approved by the City's Fire Marshal. In addition, the private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. Also, the existing driveway to the site off of Pleasant View Road must be removed. After reviewing the three possible plat layouts for the site, staff believes that the best option from a safety and environmental standpoint is the private street option. The first option that has all of the lots accessing directly from Pleasant View Road with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Pleasant View Road, a collector street. The second option of a public street and cul-de-sac serving the parcel requires severe grading of the site. The plans show retaining walls around the perimeter of the site from 2 to 28 feet in height for this option. The fmal option of a private street serving three lots is the most environmentally friendly with minimal retaining walls and yet does not add any additional access points to the site off of Pleasant View Road. Pleasant View Road is designated as a collector road in the City's Comprehensive Plan. Current city code requires that collectors have a right-of-way width of 80 feet or 40 feet from the right- of-way centerline. Due to the existing environmental features (bluffs, trees, Lotus Lake) around Pleasant View Road and the tight space constraints of the area, it is unlikely that Pleasant View Road will ever be upgraded to the full width of current City standards for collector roads. As such, staff does not feel that a full 40 feet of right-of-way from the centerline of Pleasant View Road is needed with this development. In keeping with the dedicated right-of-way width for Pleasant view Road of previous plats to the east of this site, staff has recommended that the applicant dedicate the necessary right-of-way to obtain a 33-foot width from the centerline of Pleasant View Road for a total width of 66 feet. The applicant has shown this on the plans. VACATION OF RIGHT-OF-WAY The applicant is requesting to vacate a portion of Oak Grove Avenue. Currently, no street exists in that area. The grades in the area are steep making a street connection unlikely. Staff is recommending approval of the vacation since the right-of-way is not needed. The City will retain a typical drainage and utility easement over a portion of the vacated right-of-way. Kenyon Bluff -Planning CaA. 04-03 • Ma?W"6April 12, 2004 Page 8 PARK DEDICATION Kenyon Bluff lies within the park service area of North Lotus Lake Park. Future residents of this subdivision will easily be able to access the park via Pleasant View Road. No sidewalks or trails are currently available along Pleasant View Road. It is unlikely that these amenities will be constructed in the future even though a pedestrian route along Pleasant View Road is identified in the Comprehensive Plan. The topography of the area and curvilinear nature of the road would present nearly insurmountable challenges to the construction of a trail or sidewalk. However, if an effort to construct a sidewalk along Pleasant View Road was ever undertaken, the 18 feet of additional right-of-way being acquired as a part of this subdivision could accommodate the improvements required of such a project. It is recommended that the applicant pay park fees in lieu of land dedication or trail construction on two of the three lots. One lot is exempt from these charges due to the existing single family home on the property. The park fee on two single-family homes totals $5,600 and is payable at the time of platting. TREE PRESERVATION/LANDSCAPING The tree calculations shown on the plans have been revised by the applicant (see memorandum dated March 5, 2004 from Schoell and Madson, Inc.). Tree Preservation Tree canopy coverage and preservation calculations for the Kenyon Bluff development were submitted by the applicant and are as follows: Total upland area (including outlots) 93,932 SF or 2.16 ac. Baseline canopy coverage 62% or 58,316 SF Minimum canopy coverage required 46% or 43,208 SF Proposed tree preservation 31 % or 28,702 SF The developer does not meet minimum canopy coverage allowed, therefore the difference is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 14,506 SF Multiplier 1.2 Total replacement 17,407 SF Total number of trees to be planted 16 trees A replacement planting plan must be submitted to the city for approval. Included in the plan shall be location, species and size of replacements. All replacements must meet minimum size requirements. Kenyon Bluff -Planning CA. 04-03 • Apri112, 2004 Page 9 Bufferyard plantings are required along Pleasantview Road. Requirements are as follows: Location Required- Proposed Lot 3 - bufferyard B - 2 overstory, trees 0 overstory 25' width 4 understory trees 0 understory 215' length 9 shrubs 0 shrubs Existing vegetation and grade changes are sufficient buffers for lots 1 and 2 along Pleasantview Road. Ordinance BLOCK 1 Lot 1 Lot 2 COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Area 15,000 43,213 44,359 19,471 19,485 Lot Width 90' 150' 138' Lot Home Depth Setback 125' 30' front/rear 10' sides ryy 151' Lot 3 21,896 166' 166' The 30 foot bluff setback includes a 20 foot bluff impact zone. SUBDIVISION - FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance; 30'/30'* 10, 39/30' 10, 30'/30' 10, Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance if the private street variance is approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Kenyon Bluff -Planning CasOo. 04-03 • are"April 12, 2004 Page 10 Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will oetcause signi€iean! some environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. VARIANCE FINDINGS VARIANCE Section 18-57. Streets. (r) Private streets serving up to four (4) lots may be permitted in the A2, RR, RSF and R4 if the criteria in variance section 18-22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. Kenyon Bluff -Planning CasMo. 04-03 • "oApril 12, 2004 Page 11 (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas. Staff reviewed the two possible plat layouts for the site and considered individual driveways off of Pleasant View Road. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of all the lots accessing directly from Pleasant View Road with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Pleasant View Road, a collector street. The second option of a public street and cul-de-sac serving the parcel requires severe grading of the site. The plans show retaining walls around the perimeter of the site from 2 to 28 feet in height for this option. The final option of a private street serving three lots is the most environmentally friendly with minimal retaining walls and yet does not add any additional access points to the site off of Pleasant View Road. Staff is recommending approval of the private street. VARIANCE FINDINGS Sec.18-22. Variances. The city council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: VARIANCE FINDINGS WITHIN SUBDIVISONS The city may grant a variance from the regulations of the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. 2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. 3) The conditions upon which the request is based are unique and not generally applicable to other property. Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. 4) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and Kenyon Bluff -Planning Casoo. 04-03 • "April 12, 2004 Page 12 comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to access the site via a private street. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Pleasant View Road. The applicant's request is reasonable. Staff is recommending approval of this request. RECOND ENDATION Staff recommends the Planning Comfili City Council adopt the following motions: VACATION OF RIGHT-OF-WAY (City Council motion only). "The City Council approves the partial vacation of Oak Grove Avenue as shown on plans dated received February 26, 2004, with the following conditions: 1. The applicant shall provide the city with the legal description of the vacated right-of-way. 2. The applicant shall dedicate a typical drainage and utility easement over a portion of the vacated portion." PRELINIINARY AND FINAL PLAT "The Planning GewArtission reeowAneads appmyal 9 City Council approves the preliminary and fmal plat for Planning Case 04-03 for Kenyon Bluff for 3 lots and a variance to allow a private street as shown on the plans received February 26, 2004, and revised March 24, 2004, subject to the following conditions: Environmental Resources Specialist Conditions: a. Applicant shall submit landscape plan showing the 16 trees required to be planted. Trees shall meet minimum size requirements. b. Mnimum bufferyard planting requirements for Lot 3 includes 2 overstory trees, 4 understory trees and 9 shrubs. c. Tree preservation fence shall be installed prior to grading at the perimeter of the grading limits. d. Any trees not shown for removal that are lost due to construction activities will be replaced at a rate of 2:1 diameter inches. 2. The applicant shall pay park fees in lieu of land dedication or trail construction on two of the three lots. One lot is exempt from these charges due to the existing single-family home on the property. The park fee on two single family homes totals $5,600 and is payable at the time of platting. Kenyon Bluff -Planning CA. 04-03 • Ala"46Aprit 12, 2004 Page 13 Submit a 30-foot wide private cross -access easement against all three lots at time of final plat recording. 4. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, MN Department of Health, MCES, and Watershed District. 5. The storm sewer must be designed for a 10-year, 24-hour storm event. Submit stefffisewer sizing Gals,31-Atimir and dmifl_g� - staff review and appFeval As 4ime Af final 6. The applicant should be aware that any retaining wall more than 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota. Also, it will require a building permit through the City's Building Department. Tree preservation fencing must be installed at the limits of tree removal. 8. Show all of the existing and proposed utility easements on the utility plan. 9. On the grading plan: a. Show all existing and proposed easements. Show ..fainimum'75 feet reek .. nst.. etion entrance d. Extend the silt fenee along the south and southwesterly sides. 10. Add to the plans the following notes: b. All sanitary services must be 6" PVC-SDR26 and water services 1" copper. 11. On Lot 1, either the house pad must be raised one foot in elevation or a small, 2 to 3-foot, retaining wall be installed to better facilitate drainage away from the house. 12. On Lot 2, 10:1 slope must be used for the first 15 feet off the rear house pad along with a 4-foot retaining wall. 13. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 14. The sanitary sewer and water hookup charges are applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for water -main. 15. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat for review. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the Kenyon Bluff -Planning Cask 04-03 • Mar,c"April 12, 2004 Page 14 appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 16. The private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. 17. The existing driveway to the site off of Pleasant View Road must be removed. 18. Show the standard 10- and Moot lot line easements on the final plat. 19. Delete the proposed infiltration basin. 20. Detailed grading, drainage, tree removal and erosion control plans will be required for each lot at the time of building permit application for City review and approval. In addition, as -built surveys will be required on each lot prior to occupancy. 21. The applicant must provide a water quality treatment manhole within the site. 22. A 20-foot wide public access easement over the private street will be required so City utility crews can gain access to the public sewer and water lines. 23. Water Resource Coordinator Conditions: a. Inlet control shall be provided following installation of inlet structures. b. Silt fence shall be provided as needed to prevent sediment from leaving the site. c. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. d. All exposed soil areas shall have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: T_ygLgf Slope Stabilized within Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. e. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. f. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. g. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Kenyon Bluff -Planning Cask 04-03 PWi- 4April 12, 2004 Page 15 Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 24. Fire Marshal Conditions: a. The new proposed street will be required to have a street name. Submit proposed name to Chanhassen Building Official and Fire Marshal for review and approval. b. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Qwest, Xcel Energy, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. No burning permits will be issued for treelshrub disposal. Any trees removed must be removed or chipped on site. 25. Building Official Conditions: a. Demolition permits must be obtained before demolishing any existing structures. b. A building permit must be obtained to construct any retaining walls over 4 feet tall. c. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 26. Approval of the subdivision is contingent upon the City Council approving the vacation of the right-of-way. 27. Access to all three lots shall be limited to the Private Street. Direct access is prohibited off of Pleasant View Road." ATTACHMENTS 1. Findings of Fact. 2. Revised Tree Canopy Calculations. 3. Application. 4. Letter from applicant dated February 19, 2004. 5. Project Narrative. 6. Public Hearing Notice and Affidavit of Mailing. 7. Memo from M k Sweiden Matt Saam, Assistant City Engineer dated 114emb R April 5, 2004. 8. Memo from Steve Torell, Building Official dated December 15, 2003. 9. Memo from Lori Haak, Water Resources Coordinator, dated March 3, 2004. 10. Memo from Mark Littfin, Fire Marshal dated December 15, 2003. 11. Memo from Sergeant Jim Olson dated March 24, 2004. 12. Reductions of the Construction Plans for KENYON BLUFF. 13. Final Plat dated "Received March 19, 2004". gAplan\2004 planning casest04-03 - kenyon blufflPrcGminary, Final plat and Vacation Report CC.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Kenyon Bluff Subdivision #03-22 SUB/Ph n dng Case 04-03 On March 16, 2004, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat to Subdivide a 2.16 Acre Lot into Three (3) single-family Lots with Variances, Kenyon Bluff. The Planning Commission conducted a public hearing on the proposed development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned RSF, Single -Family Residential. 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). The legal description of the property is Lots 1 and 2, Pleasant View. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a) The proposed subdivision is consistent with the zoning ordinance; b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e) The proposed subdivision will not cause environmental damage; f) The proposed subdivision will not conflict with easements of record; and g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 5. Variances. The city council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: a) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. b) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. c) The conditions upon which the request is based are unique and not generally applicable to other property. Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. d) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to access the site via a private street. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Pleasant View Road. 6. The planning report #03-22 SUB/Planning Case 04-03, dated March 16, 2004, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat with variances. ADOPTED by the Chanhassen Planning Commission this 16th day of March, 2004. CHANHASSEN PLANNING COMMISSION M. Uli Sacchet, Chairman g:\plan\2004 planning cas \04-03 - kenyon bluffindings of fact.doc Mar 05 04 07:46a p.2 952-546-9065 0 0 Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.schoellmodson.com MEMORANDUM TO: Jill Sinclair, City of Chanhassen. Sharmeen AI-Jaff, City of Chanhassen; Tom Goodrum, Schoell & Madson, Inc.; FROM: Terry Jeffery, Schoell & Madsen, Inc. SUBJECT: Kenyon Bluffs Tree Preservation Plan JOB NO: 64085-001 DATE: March 5, 2004 Here are the amended calculations to the tree preservation plan for Kenyon Bluffs. These reflect the change in remaining tree cover and the subsequent forestation. Calculations were done to determine the existing canopy cover on the property located at 400 Pleasant View Road in Chanhassen, MN. The calculations were done using aerial photography available on the Carver County websitc and a dot grid. Each parameter was counted a minimum of three times and the mean results were used for the final calculation. A copy of each trial is included with this memorandum. A summary of the calculations follows. Total Land Area Existing Tree Cover Tree Cover to Remain Minimum canopy coverage required Difference in Canopy Coverage Multiplier x1.2 Total Replacement Total Number of Trees to be Planted Area in Square Feet 93,932 58,316 28,702 43,208 14,506 17,407 SF 16 trees Percent 100 62 31 11r If you have any questions, or should you require any additional information, please contact me at 952-847-9637. Terry Jeffery, Natural Resources Specialist Affirmative Action Equal Opportunity Employer 10580 Wayzata Boulevard, Suite 1 • Minneapolis, MN 55305-1525 Office (952) 546-7601 • Fax (9521 546-9065 Mar 05 04 07:46a 952-546-9065 P.3 • • Tree Canopy Cover as a Percentage of Total Land ': l i "I Count # Ca u';i:; ,Y fI Dots gees 4, are Aeees'; a'oN 1 Total Area of Parcel 73 93,932 ftA2 100 Canopy Cover Area 45 57,903 ftA2 62 2 Total Area of Parcel 73 93,932 ftA2 100 Canopy Cover Area 47 60,476 ftA2 64 3 Total Area of Parcel 71 93.932 ftA2 100 Canopy Cover Area 42 55,565 ftA2 59 verage I eta sA �,' `I'72'�i�i wiit"L1I1 _ .; '�d 400 �CParcel.:''� Average,. ,�;I 1 g3i931 ft^2 h'i Area �'�n�� I,' if iiJ�` I 'a R cc. N 52 58.346Nt4211G�7t� Tree Canopy to Remain Agpftger Sito Grading i 7 ! ' � iij�- � �l�" ¢ �� �t������l�l' ���i i�j�{i�j: b�l fl�lif ,. Dili �i jl ,nt O. Count u,n hw �,, , 4 , IOota i;�f Area�h Existin Canop Cover 44.7 58,316 ftA2 100 1 xistmg anopy over to be Cleared 23 30,007 ftA2 51 %isiting Canopy over to Remain 28,309 ftA2 49 Existin Cano Cover 44.7 58,316 ftA2 100 2 xisting anopy over to be Cleared 24 31,311 ftA2 54 Exisiting Canopy Cover to Remain 27.005 ftA2 46 Existin Ca Cover 44.7 58,316 ftA2 100 3 sting anopy over to be Cleared 21 27,397 ftA2 47 isi Ing Canopy Cover -to Remain 30,949 ftA2 53 Existing Canopy Cover 44.7 58,316 ftA2 100 Averago Existing Canopy Cover to be Cleared 22.7 29.614 ftA 2 51 L:XIsIVIng-C;aAopfUovUM- Remain 28,702 ftA2 49 �k���,,��, 1, IL'n �„-tatp71Tistr'Pordstbon?larl.i Minimum Canopy Coverage Required 43,208 ftA2 46 �Y'�IIC Di, t pp �',,pp "i� i'�IhIPi h�G($11'Ii11p��I�IWt����� � 777777777 t 1' ` C0 brags Multiplier 1.2 ' � i�f jt��°t°tl; �ilM1hP fF144 l�tYt �tdlit t��1J, �, Its � liyi ��� �iN�J �t bP4 AIYlie�� u overage per ree 7089 IM2 O teesJ,i'�'. Lf�'�1.',`;i?'-14,!. i�pni p .... i y�tr :LObepligfCd;tilpNl�Ii�iF:`i�lhd "i'i�fi7�'6rC,'�I'1�6 Tree Preservation Plan Kenyon Bluffs 64085-001 Mar, 4, 2004 n I_-...J CITY OF CHANHASSEN 7700 MARKET BOULEVARD �W�ylp(�QpfDA�1,iL11pW CHANHASSEN,MN 55317 411slI(952) 227-1100 DEVELOPMENT REVIEW APPLICATION APPLICANT:_ � (, v11 or) l I i K c S ADDRESS: AA TELEPHONE (Daytime) (n/2 -?7B ^^ �� k S- OWNER: Gi31Z l�l>P�O /w� G ADDRESS!-,_5_7;O TELEPHONE: Gam/ Z 7 o a Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit ✓Vacation of ROW/Easements 3 Co Interim Use Permit _,Variance Non -conforming Use Permit Wetland Alteration Permit Planned Unit Development* Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Sign Plan Review _ Notification Sign _ Site Plan Review' X Escrow for Filing Fees/Attomey Cost" ($50 CUP/SPRNACNAR/WAP/Metes and Bounds, $400 Minor SUB) ✓Subdivision` o oLi TOTAL FEE $.UO X A list of all property owners Within 500 feet of the boundaries of the property must be included with the application. ( 5R..... 4 4 W t) Building material samples must be submitted with site plan reviews. `Twenty-six full size folded copies of the plans must be submitted, including an 8'/2' X 11" reduced copy of transparency for each plan sheet. " Escrow will be required for other applications through the development contract !Ecoft NOTE - When multiple applications are processed, the appropriate fee shall be charged for each application. DIYpo T Oft 00 00 PROJECT NAME / C-C r F LOCATION �/��� �I O�S�n 7 V i Q w � oa 4 n(� LEGAL DESCRIPTION Lr>�S A �/ / I s,2 r�fQwSGnt r yeK /� ! f C G✓y11c^ CC, n, TOTAL ACREAGE oC . I -�- C Y-E S WETLANDS PRESENT YES 1�I NO PRESENT ZONING REQUESTED ZONING S +� PRESENT LAND USE DESIGNA REQUESTED LAND USE DESIGNATION -,:, a ^ REASON FOR THIS REQUEST S This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within ten business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within ten business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. The city hereby notifies the pppjcpnt that development review cannot be completed within 60 days due to public hearing requirements and agency —review.. The e, the ci i 4�ptifying the applicant that the city requires an automatic 60 day extension for development review Deve review hall be completed within 120 days unless additional review oved by th pl' 7/ 12- o s gnature nt Date /.2 --05—> 0-3 Signature of Fee Owner Date 7 f% Application Received on Fee P ' Receipt No. (2— The applicant should contact staff for a copy of the staff report which will be available on Friday prior to the meeting. If not contacted, a copy of the report will be mailed to the applicant's address. 17 L7 February 19, 2004 Sharmeen A]-Jaff City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Dear Sharmeen: This letter is to grant the City of Chanhassen the additional 60 day requirement (until May, 29, 2004) to process my subdivision application (site located at 400 Pleasant View Road). It is my understanding that the application will be appearing before the Planning Commission on March 16, 2004 and before the City Council on April 12, 2004. Sincerely, Tom Rolling lil 40 CITY OF CHANHASSEN RECEIVED PROJECT NARRATIVE FOR FEB 2 6 KENYON BLUFF 2004 400 PLEASANT VIEW ROAD CHANHASSEN PLANNING DEPT CHANHASSEN MINNESOTA Project Description: Tom Rollings is requesting the development of three single-family residential lots with a private road at 400 Pleasant View Road. The development is consistent with the surrounding single- family neighborhoods. The 2.1-acre site currently contains a single-family resident, located near the center of the site, with two accessory structures located to the north of the home. The existing home and out buildings will be removed as part of this project. The property abuts Pleasant View Road along the southern and eastern edge. Oak Grove Avenue, an undeveloped platted right-of-way, borders the north property line. Access to the present home is from the southeast comer of the lot. The topography of the site slopes down from north to south with a high elevation of 983 feet in the northeast to a low elevation around 940 feet in both the southwest and northeast corners. There is a bluff in the southwest comer of the site. Project Data: Zoning Standards The property and surrounding lands are zoned Residential Single Family (RSF) and guided for low density residential. The proposed lots will meet all of the required setbacks and zoning standards for the RSF zone with a private street. The proposed lots will exceed the minimum lot size of 15,000 square feet with sizes ranging from 18,471 square feet to 43,213 square feet. The buildable area within each of the lots exceeds the space necessary for a 60 X 60 foot building pad. The subdivision plan includes building footprints of 80 X 45 feet. This size more accurately demonstrates the building pad anticipated for the site. Private Road A private road will access the three lots. The road will enter the site west of the current driveway. This location aligns with the western access of Horseshoe Curve and provides 150 feet of sight distance from the driveway and the curve in Pleasant View Road. The drive will be constructed per city standards with a grade no greater than 10% and a paved width of 20 feet. A hammerhead turn -around will be constructed at the north end of the drive for emergency vehicle access. The drive will be within a 30-foot easement and will be privately maintained. Tree Canopy There are 145 trees on the site. The trees are generally located along the perimeter of the property with heavier groupings within the southwestern bluff area and the northwest and N M northeast comers. Few trees exist in the central area of the site where most of the development will occur. The proposed development will require the removal of 42 trees. This is less than half of the trees to be removed if a public road was required. The development will meet the tree canopy requirements of the zoning ordinance. Tree Canopy Currently Tree Canopy to Remain Tree Canopy Required by Ordinance Bluff 40,952 sq. ft. (45% of site) 29,090 sq. ft. (71% of existing canopy) 14,333 sq. ft. (35% of existing canopy) The bluff in the southwest comer contains approximately 12,780 square feet of area. The subdivision provides the required 20-foot bluff impact zone and 30-foot setback. The bluff will be preserved and protected as part of the subdivision. Previous plans had noted a possible bluff in the northeast comer of the site. This was based on ariel topography that did not show the existing neighboring driveway and retention wall. After resurveying and field verifying the grades in this area it was discovered that the current slopes do not constitute a city defined bluff. Grading Site grading will be required for the construction of the private drive and the building pads. Due to the natural topography of the site minimal grading would be required for the construction of the walkout style homes. This preserves the existing terrain along the eastern side of the site. Although the private drive will require cuts up to 10 feet there is minimal impact to the site. The use of retaining walls is not proposed except for tree preservation. Project Requests 1. Approval of a three -lot subdivision with a private road. 2. Approval of a variance for a private road. 3. Vacation of Oak Grove Avenue. Variance A variance is requested for the construction of a private drive as a shared access for the three lots. A private road is better suited for the development than a public road. To create the preferred sight distances and building locations a public road would need to be placed along the northern edge of the site. This is in an area that contains a nicely wooded slope. To grade a public road through this area would not only destroy the natural amenities that the development is trying to preserve, but it would negatively impact the character of the neighboring lots. This is demonstrated by the attached concept plan showing how the development of the site with a public road. The issues with a public road are: 9 At a 7% grade, the road will require cuts in the existing slopes up to 30 feet. M rqw-I .�J • The required cuts will require the construction of 30-foot retaining walls along the northern edge of the site, adjacent the neighbor's driveway. • Retaining walls will be needed along the edge of the bluff to provide adequate building pads and bluff preservation. • It will remove all of the vegetation within the wooded area in the northeast comer of the site. • It will negatively impact the character of the neighborhood. • It will require removing 88 of the existing 145 trees. The use of a private road is beneficial to the city and the site by eliminating multiple accesses onto Pleasant View Road, reduces grading impacts and preserves trees. The variance request meets the six required findings as follows: Undue Hardship. The undue hardship is created by the topography of the site. A private road is not necessary for the development of the three lots within this site. It is possible to serve the site with three separate driveways or by a public road. Three driveways were not desirable due to the number of accesses onto Pleasant View Road and tree loss. A plan has been submitted that shows three lots being served by a public road. However, the steep grades and significant tree loss caused the public road to be environmentally damaging to construct. It is believed that a private drive will better serve the three lots and will minimise the grading impacts and tree loss. 2. Not applicable to other properties with same zoning This site is unique due to: 1) the steep topography, 2) having Pleasant View Road abutting two sides and 3) the inability to extend a public road past the site borders. Because of the site topography the private road will minimize the grading and tree loss within the site. The private road will also eliminate the number of driveways entering onto Pleasant View Road, which is expected to carry more traffic in the future. The ability to serve three lots with a single access than three accesses allows the development to improve traffic conditions in the area. Due to the location of the site and it's surrounding area it is not feasible to extend a public road beyond the borders of the site to serve any future developments. 3. Purpose is not to add value to the property Individual driveways without the use of a private road can achieve the same number of lots as allowed by city codes. The private mad reduces grading and the number of accesses onto Pleasant View Road. 4. Not a self-created hardship The hardship is created by existing conditions. The development proposes to minimize the impacts to the existing conditions by using a private road. Not detrimental to public welfare or surrounding properties. The use of the private road creates a public benefit by reducing the grading impacts and by minimizing the number of driveways onto Pleasant View Road. 6. Not impair adequate light, air, traffic congestion, or property value nor endanger public safety. The private road maintains the same number of lots and development impacts that is allowed without the variance. Approving the private road will help in traffic congestion and public safety by reducing the number of driveways onto Pleasant View Road, especially in this area where several roads intersect near a curve. R-O-W Vacation Oak Grove Avenue is a platted 15-foot undeveloped right-of-way located along the northern lot line. The road does not provide any practical benefit to the city or future access to the surrounding area. 40 M NOTICE OF PUBLIC HEARING KENYON BLUFF SUBDIVISION WITH VARIANCES PLANNING CASE NO.04-03 CITY OF CHANHASSEN NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 16, 2004, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider the application of CBR Development to subdivide 2.1 acres into 3 single-family lots with variances, located at 400 Pleasant View Road (Lots 1 & 2, Pleasant View). A plan showing the location of the proposal is available for public review at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen A]-Jaff, Senior Planner Phone: 952-227-1134 (Publish in the Chanhassen Villager on March 4, 2004) CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on March 4, 2004, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of A Public Hearing for a Subdivision with Variances proposing to subdivide 2.1 acres into 3 single- family lots, located at 400 Pleasant View Road (Lots 1 & 2, Pleasant View) Kenyon Bluff - Planning Case #04-03 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. K n J. E gel dt, puty Clerk Subscribed and sworn to before me this c �t day of (Yiareh 2004. WKIM T. MEUWI A"ry public -Minnesota ARVER COUNTYssion Expires t/8 nu Not blic J w *NOTICE OF PUBLIC HEARING 0 CHANHASSEN PLANNING COMMISSION MEETING TUESDAY, MARCH 16, 2004 AT 7:00 P.M. CITY HALL COUNCIL CHAMBERS 7700 MARKET BLVD. PROPOSAL: Kenyon Bluff Subdivision with APPLICANT: CBR Development Variances LOCATION: 400 Pleasant View Road PLANNING CASE #04-03 NOTICE: You are invited to attend a public hearing about a proposal in your area. The applicant, CBR Development, is requesting to subdivide 2.1 acres into 3 single-family lots with variances, located at 400 Pleasant View Road (Lots 1 & 2, Pleasant View). What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. Questions and Comments: If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 or e-mail saliaff@ci.chanhassen.mn.us. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. Notice of this public hearing has been published in the Chanhassen Villager on March 4, 2004 0 City Review Procedure Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments, Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. Staff prepares a report on the subject application. This report includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. 0 • MEMORANDUM TO: Todd Gerhardt, City Manager Y OF FROM: Sharmeen A]-Jaff, Senior Planner jjC��j CI M NSEN DATE: April 12, 2004 7700 Market Boulevard PO Box 147 SUBJ: Preliminary and Final Plat to Subdivide a 2.16 Acre Lot into Three Chanhassen, MN 55317 (3) Single -Family Lots with a Variance, Kenyon Bluff Administration Planning Case No. 04-3 Phone:952.227.1100 Partial Vacation of Oak Grove Avenue — Vacation File No. 04-02 Fax: 952.227.1110 Building Inspections Phone:952227.1180 EXECUTIVE SUMMARY Fax: 952.227.1190 Engineering The development was reviewed and recommended for approval by the Planning Phone:952.227,1160 Commission on March 16, 2004. Fax: 952.227.1170 finance ACTION REQUIRED Phone: 952.2271140 Fax. 952.227.1110 City Council approval requires a majority of City Council present. Park & Recreation Phone. 952.227.1120 PLANNING COMMISSION SUMMARY Fax: 952.227.1110 Recreation Center The Planning Commission held a public hearing on March 16, 2004, to review the 2310 Coulter Boulevard proposed development. The Planning Commission voted 5 to 0 to approve the p g � Phone:952.227.14W Fax 952.227.1404 proposed development. The summary and verbatim minutes are item la in this packet. Planning A Natural Resources Phone:952.227.1130 RECOMMENDATION Fax. 952.227.1110 Staff and the Planning Commission recommend adoption of the two motions Public works 1591 Park Road (vacation of abandoned right-of-way and preliminary and final plat with Phone:952.227.1300 variances) approving the development as specified in the staff report dated March Fax:952.227.1310 16, 2004. Senior Center Phone: 952.227 1125 ATTACHMENTS Fax: 952,227.1110 Web site Amended Planning Commission Staff Report Dated March 16, 2004. www.d.chanhassennn.us gAplan\2004 planning casesx04-03 - kenyon blufPexecutive summaryAm The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding (rails, and beautiful parks. A great place to live, work, and play. F z U FBI a 00 a • CITY OF CHANHASSEN STAFF REPORT PC DA#: March 16, 2004 CC DATE: April 12, 2004 REVIEW DEADLINE: May 14, 2004 CASE #: 03-22 SUB/Planning Case 04-03 BY: Al-Jaff PROPOSAL: Preliminary and Final Plat to Subdivide a 2.16 Acre Lot into Three (3) Lots with a Variance, Kenyon Bluff Partial Vacation of Oak Grove Avenue LOCATION: Lots 1 and 2, Pleasant View. Northwest of Pleasant View Road. APPLICANT: CBR Development. LLC Tom Rollings 4550 Weston Lane N. Plymouth, MN 53446 (612)770-8885 PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 2.16 acres DENSITY: 1.38 Units per Acre Gross 1.8 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 2.16 acres into 3 single-family lots, vacation of a portion of Oak Grove Avenue and a variance to allow a private street to serve the development. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. ProposId Kenyon Bluff Subtivision Public Hearing Notice Area (500 feet) 400 Pleasant View Road City of Chanhassen Planning Case No. 04-03 �.e O Ma taln Way Near Mouvyn B/yd a mbpweara o•4 4�o OYb° Ty'nye Pl—T View R, a POpn. � � a O Qa � ex ho�i wJm �• @ �og, eY 0 o v c3ao '2w bti O'•e 0 PC �d O 3 an cob` S= � 2 GG ti 400 Pleasant View Road Lotus Lake 19 a N p}bkN'Pnow D� A� ALAN W & CAROL LENHART ANDREW H & KATRINA E CLEMENS ANN DANIELSON 6575 PLEASANT VIEW WAY 6691 HORSESHOE CRV 6607 HORSESHOE CRV CHANHASSEN MN 55317-9242 CHANHASSEN MN 55317-9526 CHANHASSEN MN 55317-9526 BASIL LAWRENCE TIVY CBR DEVELOPMENT LLC CHARLES C & JANET C HURD 370 PLEASANT VIEW RD 4550 WESTON LN N 6695 HORSESHOE CRV CHANHASSEN MN 55317-9524 PLYMOUTH MN 55446-2023 CHANHASSEN MN 55317-9526 CLARK C GRANT & ANNETTE M CURT R & SHELLY A SCHWIESO CYNTHIA ANN BRICTSON GRANT 6681 HORSESHOE CRV 6613 HORSESHOE CRV 6420 ROJINA LN CHANHASSEN MN 55317-9132 CHANHASSEN MN 55317-9526 CHANHASSEN MN 55317-9526 DAVID W SANTANA & DEBRA CSCHDONALD J & DARLENE M MILLER ELLEN L WOLANER 6614 HORSESHOE 395 PLEASANT VIEW RD 330 PLEASANT VIEW RD 614 HORSESHOE CRV CHANHASSEN MN 55317-9526 CHANHASSEN MN 55317-9524 CHANHASSEN MN 55317-9524 EMILY H JOHNSON FRANCES M O'BRIEN ETAL GARY W & MARY ANN MCCAULEY 335 PLEASANT VIEW RD 450 INDIAN HILL RD 420 PLEASANT VIEW RD CHANHASSEN MN 55317-9524 CHANHASSEN MN 55317-8325 CHANHASSEN MN 55317-9576 GERALD & FRANCES M O'BRIEN JANICE L ANDRUS JOHN & BEVERLY RYAN 450 INDIAN HILL RD 449 PLEASANT VIEW RD 6685 HORSESHOE CRV CHANHASSEN MN 55317-8325 CHANHASSEN MN 55317-9576 CHANHASSEN MN 55317-9526 JOHN R & CAROL W HAMMETT JONATHAN R & KALLEEN T YANTA JOSEPH M & MARGERY M 6697 HORSESHOE CRV 365 PLEASANT VIEW RD PFANKUCH CHANHASSEN MN 55317-9526 CHANHASSEN MN 55317-9524 6611 HORSESHOE CRV CHANHASSEN MN 55317-9526 KELBIN ROBERT BAILEY MICHAEL & KATHRYN SCHWARTZ NICHOLAS J P PERKINS 6580 PLEASANT VIEW WAY 469 PLEASANT VIEW RD 339 PLEASANT VIEW RD CHANHASSEN MN 55317-9241 CHANHASSEN MN 55317-9576 CHANHASSEN MN 55317-9524 PATRICIA A PALLS TRUSTEE OF RANDY R & RAYMA LEE SMITH RAYMOND P & ALICIA L BROZOVICH TRUST 429 PLEASANT VIEW RD 6609 HORSESHOE CRV BLO0OMINGTNGTON MN 55438-2806 11 ON CRV CHANHASSEN MN 55317-9576 CHANHASSEN MN 55317-9526 RICHARD R & KATHLEEN E PECK ROBERT L & ELVA HANSEN ROBERT L & SANDRA J POST 6690 HORSESHOE CRV 6620 HORSESHOE CRV 489 PLEASANT VIEW RD CHANHASSEN MN 55317-9501 CHANHASSEN MN 55317-9526 CHANHASSEN MN 55317-9576 RONALD E & LEANNE HARVIEUX H BEAGLE TRUSTEES OF TRUST RICH FAWN HILL ROAD g.\plan\2004 planning cases\04-03 - 6605 HORSESHOE CRV 7411 CHANHASSEN AD kenyon bluff\ph notice labels.doc CHANHASSEN MN 55317-9526 CITY OF MEMORANDUM CIIA NSEN TO: Sharmeen Al-Jaff, Senior Planner 7700 Market Boulevard FROM: Matt SaamN1a1-Sweidan, Assistant City Engineer PO Box 147 Chanhassen, MN 55317 DATE: April 5 Mar -oh 8, 2004 Administration Phone: 952,227.1100 Fax: 952.227.1110 SUBJ: Final Pr-elifninafy Plat Review of Kenyon Bluff Project Land Use Review File No. 04-07 03-23 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Upon review of the plans submitted by Schoell & Madson dated March 24 February - Engineering 25, 2004, I offer the following comments and recommendations: Phone: 952.227,1160 Fax: 952.227.1170 GRADING, DRAINAGE & EROSION CONTROL Finance Phone:952.2110 Fax:n Fax: 952.227.1110 ts ots has tree cover over approximately existing hChPP Y one acre The existi site over the Chanhassen lo of area. The existing bluff limit line follows the entire west side of the proposed Lot Park S Recreation 1 and the private street. The plans propose to grade about 50-60 % 73% of the site for PFax:9522.27.1110 Faxa5222zi110 the new house ads and private street. P '� areand The proposed grading will prepare the site for full basement and walk -out Recreation center 2310 Coulter Boulevard house pads. Drainage swales have been proposed along the sides of the houses to Phone.952.227.1400 maintain the neighborhood drainage pattern through the property. The plan proposes Fax: 952.227.1404 a retaining wall for tree protection on Lot 1. The applicant should be aware that any Planning a retaining wall over 4 feet in height must be designed by a Structural Engineer Natural Resources registered in the State of Minnesota. Also, it will require a building permit from the Phone.952.227.1130 Building Department. Fax: 952.227.1110 Public Wady In an effort to save as many of the significant trees on the site as possible, the 1591 Park Road applicant is proposing to custom grade Lots 1 and 2. As such, detailed grading, Phone: 522.27.1310o Faz:952.227.1310 drainage, tree removal and erosion control plans will be required for each lot at g � P q the time of building permit application for City review and approval. In Senior center addition, as -built surveys will be required on each lot prior to occupancy. Phone: 952.227,1125 Fax: 952.227.1110 Staff is concerned with the future proposed grading in the rearyard areas of Lots 1 web Site and 2. There is a steep slope (3:1) in the rearyard of Lot I which drains toward the www.ci.chanhassen.mn.us housepad. Staff has concerns about the ability of stormwater to safely drain around the housepad at the elevations shown. Staff would recommend that either the housepad be raised one foot in elevation or that a small, 2- to 3-foot, retaining wall be installed to better facilitate drainage away from the house. Also, the proposed rearyard of Lot 2 is a steep, vertical drop of over 20 feet from the housepad to Pleasant View Road. In order to provide a usable rearyard area, staff would recommend that a flatter, 10:1 slope be used for the first 15 feet off the rear housepad along with a 4-foot retaining wall. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. Sharmeen Aaff • April 5, 2004 Page 2 The existing site drainage is encompassed within two different drainage areas. The site drains off site to the east and west directions toward Pleasant View Road. Under developed conditions, the applicant is proposing to capture all -of the rearyard drainage from Lot 1, all of the street drainage and all of the front -yard drainage from the lots. The applicant is proposing to route this stormwater to a small infiltration basin or dry pond within the site prior to discharging the water via storm sewer to the existing city pond at the corner of Horseshoe Lane. This ,.......... „ . a • t, t ,, t the am, "ccTtirocvrxxr�i crcviccrc�loclnSPona a. c ............. Horseshoe bane. The proposed storm sewer must be designed for a 10-year, 24-hour storm event. Te ti,.4er treat the st,.....,...,.te. the ppli__nt : proposing a stefaieepler Staff is recommending that the proposed infiltration basin be deleted. This is because the current city code does not allow for the use of infiltration basins or dry ponds as a way to satisfy water quality requirements of new developments. While staff does not feel that the proposed three lot subdivision requires a full size NURP pond, staff does believe that the applicant should provide some type of water quality treatment prior to discharging the stormwater from the site. For this reason, staff is recommending the applicant provide a water quality treatment manhole within the site. This manhole would treat the stormwater by separating the sediment material from the stormwater. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. UTILITIES The plans propose on extending sewer and water from Pleasant View Road on the east side of the parcel. Overall, the utility layout looks fine. A 20-foot wide public access easement over the private street will be required so City utility crews can gain access to the public sewer and water lines. Upon completion of the utility improvements, the utilities will be turned over to the City of Chanhassen for maintenance and ownership. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup. Since the developer will be responsible for extending lateral sewer and water service to the lots, the sanitary sewer and water connection charges will be waived. However, the sanitary sewer and water hookup charges will still be applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for water -main. Sanitary sewer and water -main hookup fees may be specially assessed against the parcel at the Sharmeen Gaff • April 5, 2004 Page 3 time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications have been must be submitted at time of fifial plat for review. The applicant is alse required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. STREETS The plans propose on accessing the lots via a private street from the south side of the parcel off Pleasant View Road. The proposed private street will be aligned with the existing Horseshoe Curve intersection on Pleasant View. The applicant is proposing a 30-foot private street easement with a 20-foot pavement width. The plans propose a 10% slope private street with a half hammer -head turn around. The proposed hammerhead turnaround configuration has been reviewed and approved by the City's Fire Marshal. In addition, the private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. Also, the existing driveway to the site off of Pleasant View Road must be removed. After reviewing the three possible plat layouts for the site, staff believes that the best option from a safety and environmental standpoint is the private street option. The first option that has all of the lots accessing directly from Pleasant View Road with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Pleasant View Road, a collector street. The second option of a public street and cul-de-sac serving the parcel requires severe grading of the site. The plans show retaining walls around the perimeter of the site from 2- to 28-feet in height for this option. The final option of a private street serving three lots is the most environmentally friendly with minimal retaining walls and yet does not add any additional access points to the site off of Pleasant View Road. Pleasant View Road is designated as a collector road in the City's Comprehensive Plan. Current city code requires that collectors have a right-of-way width of 80 feet or 40 feet from the right-of-way centerline. Due to the existing environmental features (bluffs, trees, Lotus Lake) around Pleasant View Road and the tight space constraints of the area, it is unlikely that Pleasant View Road will ever be upgraded to the full width of current City standards for collector roads. As such, staff does not feel that a full 40 feet of right-of-way from the centerline of Pleasant View Road is needed with this development. In keeping with the dedicated right-of-way width for Pleasant view Road of previous plats to the east of this site, staff has recommended Sharmeen *aff April 5, 2004 Page 4 that the applicant dedicate the necessary right-of-way to obtain a 33-foot width from the centerline of Pleasant View Road for a total width of 66 feet. The applicant has shown this on the plans. RECOMMENDED CONDITIONS OF APPROVAL 1. Submit a 30-foot wide private cross access easement against all three lots at time of final plat recording. 2. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited, to the MPCA, MN Department of Health, MCES, and Watershed District. 3. The storm sewer must be designed for a 10-year, 24-hour storm event. Submit- ,..... sewer- sizingeale......A .lre:..e..e Map fer staff review and a....re.,el of final plat. 4. The applicant should be aware that any retaining wall height more than 4 feet in height must be designed by a Structural Engineer registered in the State of Minnesota. Also, it will require a building permit through the City's Building Department. 5. Tree preservation fencing must be installed at the limits of tree removal. 6. Show all of the existing and proposed utility easements on the utility plan. On the grading plan: a. Show all existing and proposed easements. h she... thR 1.....el....erL ugwl fer the site s h L'.,tend the silt fenee along the south and southwesterly sided 8. Add to the plans the following notes: a. Any a eetion tee istiag .aaaLelas of eeteh basins must be safe dfille.J b. All sanitary services must be 6"PVC-SDR26 and water services 1"copper. 9.On Lot 1, either the housepad must be raised one foot in elevation or a small, 2- to 3-foot, retaining wall be installed to better facilitate drainage away from the house. 10.On Lot 2, 10:1 slope must be used for the first 15 feet off the rear housepad along with a 4-foot retaining wall. Sharmeen Maff 40 April 5, 2004 Page 5 11. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 12. The sanitary sewer and water hookup charges are applicable for each of the new lots. The 2004 trunk hookup charge is $1,458 for sanitary sewer and $2,814 for water -main. 13. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. 14esailed eanstmefien plans and speeifisations Faust be submitted at fifne of final plat for- review- The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 14. The private street must be built to a 7-ton design. The developer will be required to submit inspection reports certifying this. 15. The existing driveway to the site off of Pleasant View Road must be removed. 16. Show the standard 10- and 5-foot lot line easements on the final plat. 17. Delete the proposed infiltration basin. 18. Detailed grading, drainage, tree removal and erosion control plans will be required for each lot at the time of building permit application for City review and approval. In addition, as -built surveys will be required on each lot prior to occupancy. 19. The applicant must provide a water quality treatment manhole within the site. 20. A 20-foot wide public access easement over the private street will be required so City utility crews can gain access to the public sewer and water lines. c: Paul Oehme, City Engineer/Public Works Director Matt Saam, Assistant City En-i g:\eng\projecis\kenyon bluflVpr.dm M � CITY OF CHANHASSEN 7700 Market Boulevard MEMORANDUM PO Box 147 Chanhassen, MN 55317 TO: Sharmin Al -Jeff, Senior Planner Administration Phone: 952,227.1100 FROM: Steven Torell, Building Official Fax: 952.227.1110 Building Inspections DATE: December 15, 2003 Phone: 952.227.1180 Fax: 952.227.1190 SUBJ: Site Plan review for: Kenyon Bluff Engineering Phone:952.227.1160 Planning Case: 2003-22 SUB, 2003-20 VAR & 2003-6 VAC Fax: 952227,1170 Finance Phone:952.227.1140 I have reviewed the plans for the above development and have the following Fax: 952.227.1110 conditions: Park & Recreation Phone: 952.227,1120 1. Demolition permits must be obtained before demolishing any existing Fax:952,227.1110 Structures. Recreation center 2. A building permit must be obtained to construct any retaining walls over 4 2310 Coulter Boulevard Phone:952.227,1400 feet tall: Fax:952227.1404 3. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227,1300 Fax: 952.227.1310 G/sa&ty/sUmemos/plan/Kenyon Bluff Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ciorranhassen.maus The City of Chanhassen • A growing community with clean lakes, quality schools. a charming downtown, thriving businesses, winding trails, and beautituI parks. A great place to live, work, and play. s MEMORANDUM TO: Sharmeen A]-Jaff, Senior Planner CITYOF FROM: Lori Haak, Water Resources Coordinator CRUSEN DATE: March 3, 2004 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 RE: Kenyon Bluff (Planning Case 2004-03) Administration P:95221.110o Fax: 952.227.11m Upon review of plans prepared by Schoell & Madson, Inc.. dated February25, 2004, I offer the following comments and recommendations: Building Inspections Phone: 2.21 Fax: 95252.227.11.1190 90 Erosion and Sediment Control Inlet control is needed following installation of inlet structures. Inlet control Engineering methods will be varied before and after pavement of the street. Before PFax.952.227.1170 Fax: 952227.1170 pavement, inlet protection could consist of heavy-duty mono -mono silt fence P P Y- Y with 4-foot spacing of metal T-posts and 1" rock around silt fence material. Finance After pavement, compost socks, sand bags or rock and wire could be used as PFax:9522.2v.i10 temporary inlet control. Fax: ss22v n1n Part s Recreation Silt fence should be provided as needed to prevent sediment from leaving the Phone :952.227.1120 site. Erosion control blanket should be installed on all slopes greater than or Fax: 952.227.1110 equal to 3:1. All exposed soil areas must have temporary erosion protection Recreation Center 2310 Coulter Boulevard or permanent cover for the exposed soil areas year round, according to the Phone:952.227.1400 following table of slopes and time frames: Fax: 952.227.1404 Planning a TTyK of Slope Time (Maximum time an area can Natural Resources remain open when the area Phone:952.227.1130 Steeper than 3:1 7 days is not actively being worked.) Fax:952.227.1110 10:1 to 3:1 14 days Public Works Flatter than 10:1 21 days 1591 Park Road Phone: 952.227,1300 These areas include any exposed soil areas with a positive slope to a storm Fax: 952 227.1310 water conveyance system, such as a curb and gutter system, storm sewer inlet, Senior center temporary or permanent drainage ditch or other natural or man made systems Phone: 952.2271125 that discharge to a surface water. Fax 952.227.1110 Web site Street cleaning of soil tracked onto public streets should include daily street www.ci.chanhassen.mn.us scraping and street sweeping as -needed. Surface Water Management Fees Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on residential single family The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Sharmeen Al-Jaff N March 3, 2004 Page 2 of 3 development rates of $1,028/acre. Based on the proposed developed area of approximately 1.92 acres, the water quality fees associated with this project are $1,974. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Residential single family developments have a connection charge of $2,545 per developable acre. This results in a water quantity fee of approximately $4,886 for the proposed development. SWMP Credits This project does not propose the construction of NURP ponds and is therefore not eligible for SWMP credits. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. SUBDIVISION: RECOMMENDED CONDITIONS OF APPROVAL 1. Inlet control shall be provided following installation of inlet structures. 2. Silt fence shall be provided as needed to prevent sediment from leaving the site. 3. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. 4. All exposed soil areas shall have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: TyN of Sloe Stabilized within Steeper than 3:1 7 days 10:1to3:1 14days Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or Sharmeen Al-Jaff W March 3, 2004 Page 3 of 3 permanent drainage ditch or other natural or man made systems that discharge to a surface water. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 6. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $6,860. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. G1ENGU.onlPlanning\Kenyon Bluff 030504.dm CITY OF 7700Market Boulevard MEMORANDUM PO Box 147 Chanhassen, MN55317 TO: SharminAl-Jaff,Senior Planner Administration Phone:52.222.227.1100 9 FROM: Mark Littfin, Fire Marshal Fax: 952.227:110 DATE: December 15, 2003 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 SUBJ: Subdivision of 2.1 acres into 4 single family lots with variances and vacation of Oak Grove Avenue right-of-way Engineering Phone: 952.227.1160 Lots 1 and 2, Pleasant View, 400 Pleasant View Road, Fax:952.227.1170 Kenyon Bluff, CBR Development applicant Finance Planning Case: SUB 2003-22; VAR 2003-20; VAC 2003-6 Phone: 952.227.1140 Fax: 952.227,1110 I have reviewed the request for a subdivision for the above project. In order to comply Part A Recreation with the Chanhassen Fire Department/Fire Prevention Division, I have the following Phone:522.27.1110 Fax:952.227.1110 fire code or city ordinance/ lic requirements. The plan review was done on Y Po . Y eq � Recreation center available information submitted at this time. If additional plans or changes are 2310 Coulter Boulevard submitted, the appropriate code or policy items will be addressed. Phone: 952.227.1400 Fax:952.227,1404 1. An additional fire hydrant shall be installed at the intersection of Pleasant View Planning a Road and the new proposed street. Contact the Chanhassen Fire Marshal and Natural Resources City Engineer for exact location. Phone: 952.227.1130 Fax:952.227.1110 2. The new proposed street will be required to have a street name. Submit Public Works proposed name to Chanhassen Building Official and Fire Marshal for review 1591 Park Road and approval. Phone: 952.227.1300 Fax: 952.221.1310 3. A 10-foot clear space must be maintained around fire hydrants, i.e., street Senior center lamps, trees, shrubs, bushes, Qwest, Xcel Energy, cable TV and transformer Phone:952.227.1125 boxes. This is to ensure that fire hydrants can be quickly located and operated Fax:952.227.1110 by firefighters. Pursuant to Chanhassen City Ordinance #9-1. web Safe wwwoi.chanhassen.mn.us 4. No burning permits will be issued for tree/shrub disposal. Any trees removed must be removed or chipped on site. 5. Submit turn around dimensions in front of Lot 2 to City Engineer and Fire Marshal for review and approval. Pursuant to Minnesota Fire Code Section 503.2,5. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live. work, and play. r� u Sharmin Al-Jaff December 15, 2003 Page 2 6. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allow passage by vehicles in accordance with Section 505.2 of Minnesota Fire Code. 7. Exception to #5 — The Fire Marshal is authorized to eliminate or reduce the turn around size required by the Fire Code Section 503.2.5 (see specs by City Engineer, copy enclosed) if the buildings on Lots 1, 2, and 3 are protected by an approved residential fire sprinkler system. Per Minnesota Fire Code Section 503.1.1 and 503.2.5 g.\"fdy\rM\plrevsubdivision2003-22 PATROL DIVISION CHANHASSEN STATION Memo To: Kate Aanenson From: Sergeant Jim Olson Date: March 24, 2004 Re: Sidewalk on small portion of Pleasantview Road I believe that putting a sidewalk on a small portion of Pleasantview Road is a safety issue. Pleasantview is a collector road and has a large amount of traffic for a road that size. Putting a sidewalk in will give a false sense of security to pedestrians. A pedestrian will have to walk on the road both before and after the sidewalk. In the past week we have done several speed surveys with the speed trailer in that area. Those surveys have shown that the average speeds are between 22 and 25 mph. The speed limit for that area is 25 mph. Even with the average speeds being legal I still do not recommend pedestrians walking on the road. I have included the speed surveys with this memo and we will continue to monitor the speeds on Pleasantview. We also intend to put the road tubes out to see if that gives us different information. Deputies will continue to do periodic radar patrol as well. cc: memo book 0 Page 1 Location : pleasantview Cross St : N. Lotus Lake Park SDd Limit : 25 Benin Time Total 1-14 MPH 15-19 MPH 20-24 MPH 12:AM • • r 01:00 • " • ` 02:00 • • • " 03:00 • • • ' 04:00 s • ! 05:00 0600 07:00 08:00 r 09:00 s 10:00 " I1:00 " 12:PM • s 01:00 " 02:00 s • • s 03:00 04:00 44 0 3 15 05:00 127 0 14 37 0600 100 0 6 22 07:00 42 0 6 11 08:00 • • s 09:00 10:00 • ♦ ` 11:00 • • t Daily 313 0 29 85 Totals . City Of Chanhassen • Carver County Sheriffs Office (952)227-1601 Site: Date: 03/19/04 Direction: 25-29 30.34 35-39 40-44 45-49 50-54 55-59 60.64 65-69 70-99 Avg MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH • i ! ♦ R Y s ♦ • f ♦ • ♦ r s • • * • • r " t R i • . Y • • t • ' • • t s R • • • r t . • • • r . . • r t s • Y r • • • i r ♦ ! . ♦ Y R R • i • R Y # t ♦ • • • r r R ♦ • i . • . • i ♦ s • s ♦ r • R r i r x t • r • • 23 3 0 0 0 0 0 0 0 0 25 69 7 0 0 0 0 0 0 0 0 25 61 10 1 0 0 0 0 0 0 0 26 21 4 0 0 0 0 0 0 0 0 25 ♦ • • s i s • r • • 174 24 1 0 0 0 0 0- 0 0 25 Percent 0.0 9.3 27.2 55.6 Of Total Percentile Speeds 10% 15% 500/u 20.2 21.1 26.2 10 MPH Pace Speed : 20.30 Number in pace 259 % in pace 82.7 Speed Exceeded 45 MPH 55 MPH 65 MPH Percentaee 0.0 0.0 0.0 Totals 0 0 0 7.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 85a/u 90% 29.4 29.8 Data File : 01erasantview N Iotos Park -- - --- Printed : 3242004 Paae : 1 • City Of Chanhassen • Carver County Sheriffs Office (952)227-1601 Location : Pleasantview road & horseshoe Site: Cross St Date: 03/17/04 Sod Limit : 25 Direction: Begin Total 1-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 60-64 65.69 70-99 Avg Time MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH 01:00 • • • • • • : • • • • • • • « 02:00 • s • a r • • • + • + • « 03:00 r • a • « s • « • • • • • r + 04:00 • • r • • • a • r 05:00 • • • • . « • • • • • • • • « 06:00 • • • a a a . a • + 07:00 s • • • r • • • • « 08:00 ' • • • • • • • • • • « + 09:00 • • • « r a • a • + • « • . s 10:00 • • • « • • • • a • : + + s 11:00 ' • r • • • • • r • • • . + 12:PM II 0 2 4 5 0 0 0 0 0 0 0 0 0 23 01:00 27 0 7 14 6 0 0 0 0 0 0 0 0 0 22 02:00 50 0 7 27 16 0 0 0 0 0 0 0 0 0 23 03:00 65 0 17 38 10 0 0 0 0 0 0 0 0 0 21 04:00 50 0 5 30 13 2 0 0 0 0 0 0 0 0 23 07:00 a r • « • • . r . + • + • • r 08:00 r . r • x • . x + s • , r r s 10:00 • s . • • • • + s . • , • + + 11:00 • • • r + + s • • a . + • s r Daily 203 0 38 113 50 2 0 0 0 0 0 0 0 0 22 Totals Percent 0.0 18.7 55.7 24.6 1.0 0.0 0.0 0.0 0.0 of Total Percentile Speeds 10a/o/o 15% 50% 85% 900/0 17.8 19.1 22.8 27.2 28.2 10 MPH Pace Speed : 20 - 30 Number in pace 163 % in Pace 803 Speed Exceeded 45 MPH 55 MPH 65 MPH Percentage 0.0 0.0 0.0 Totals 0 0 0 0.0 0.0 0.0 0.0 Data File : pleasinivim & horseshoe - Printed: 324/2004 Page: I City Of Chanhassen • Carver Countv Sheriffs Office (952)227-1601 Location : Pleasantview Drive and Horsesh Site: Cross St Date: 03/15/04 Spd Limit : 25 Direction: Begin Total 1-14 15-19 20-24 25-29 30-34 35.39 40-44 45.49 50-54 55-59 60.64 65.69 70-99 Ave Time MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH 12AM ♦ a • t a s • • • • ! 01:00 • • ♦ • • • • r • a 02:00 a ♦ • a • • • • • • • • a ♦ a 03:00 • ♦ • • i s • • • ♦ r • a 04:00 + • • s • • • • • • s 05:00 " • a r • " r • • • • • • ♦ t 06:00 • • • • a s • • • • • • r 07:00 a • • • r • • ♦ • • + , s • r 08:00 r • • r s • r • • r • r " 09:00 • • ♦ • • • • r r ♦ + • + r 10:00 • • s ♦ r • r • • • • r a a a 11:00 • r • • • • s , r s r • • s a 12:PM 4 0 1 2 1 0 0 0 0 0 0 0 0 0 22 01:00 36 0 3 23 9 1 0 0 0 0 0 0 0 0 23 02:00 54 0 5 29 19 1 0 0 0 0 0 0 0 0 23 03:00 53 0 6 29 18 0 0 0 0 0 0 0 0 0 23 04:00 • a • r • • s a a • • , r 05:00 • • • • a • r « r r r • + 06:00 a • • a • r r s 09:00 • • • , • • , r a r a , 10:00 • ♦ r • • ♦ • • r 1100 t t • • • • r r r Dailv 147 0 IS 83 47 2 0 0 0 0 0 0 0 0 23 Totals Percent 0.0 102 56.5 32.0 1.4 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 of Total Percentile Speeds 10% 15% 50% 85% 90% 20.0 20.5 23.6 27.9 28.7 10 MPH Pace Speed : 20 - 30 Number in Dace 130 %in pace 88.4 Speed Exceeded 45 MPH 55 MPH 65 MPH Percentage 0.0 0.0 0.0 Totals 0 0 0 Printed : 3242004 Page Data File : Pleasantview Drive &Horseshoe KENYON BLUFF Lot Areas Lot 1 44,359 sq. ft. (1.02 Acres) Lot 2 19,485 sq. ft. (0.45 Acres) Lot 3 21,896 sq. ft. (0.50 Acres) AW RNINC THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATION OF ALL UNDERGROUND WIRES. CABLES, CONDUITS. PIPES, MANHOLE. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING THE CONTRACTOR SMALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CITY OF CHANHASSEN RECEIVED MAR 1 9 2004 CHANHASSEN PLANNING DEPT CONSTRUCTION PLANS FOR: KENYON BLUFF CHANHASSEN, MINNESOTA PREPARED FOR: CBR DEVELOPMENT SANITARY SEWER, WATERMAIN, STORM SEWER, STREET PAVING LOCATION PLAN SCHOELL +IDSON, INC. ENGINEERS • SURVEYORS + PLANNERS SOIL TESTING • ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305 SHEET INDEX SHEET DESCRIPTION 1. COVER 3. INDEX ]. STREET CONSTRUCTION A SANITARY 6 WATERMAN CONSTRUCTION 5. STORM SEWER CONSTRUCTION 6. LANDSCAPE PLAN R. LANDSCAPE DETAILS B. DETAILS 9. DETAILS FOR REFERENCE ONLY SHEET DESCRIPTION 1. GRADING DRAINAGE h EROSION CONTROL PLAN ]. GRADING DETAILS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND TWAT I AM A DULY LICENSED PRDFESSONAL ENGINEER UNDER THE LAWS OF THE STATE Of MINNESOTA, Paul WPllick DATE Meren IB. 2004 REG. NO. 40151 SLOCK I =S/ P ASAN-� -E �VIW_ Rf min ✓µ•• 26 �8 STREET CONSTRUCTION .O SANITARY h WATERMNN © STORM SEWER LEGEND —«r rc�arzs wmosm s+ —«�— mrorzs wo.osseo ..u..�p �I- ICNirtS niz[:W wnrtnwx —< � rcwrzs mswc sm.[.w+ rzxrn .m .e ne . "^„*, X^^ : �. Schnell A Madson� Inc. KEwN'N BLUFF wwiw �, -^ uw..Mm•w[.wwtl•wam wu n.uro��u<m.wN.x.mn CDR DEVELOPMENT � Mai i- � �- p, 1P.... M4 MlY .I�YT M•. Ji/J4 M 91} _- lyN.pq y[p ymplsN 9tlI Ymf.[t Xomhry &041-WI 1 r� U SCALES. :30' NOR 9VR / / ..NN a / A I � ` V ti / TpW / V. 'M PRIVATE STREET 11 / Xr / qri WARNING vwt [ann[, .u. vuac u q wrn� arw anot w.w+o p oq. re -- .nX.�.7EN Z.;w... ,. Schnell & Madson. Inc. rt..n l.. a ~m CBR DEVELOPMENT KENXY ONN B1 UFF o.n.rw o-.-XP w a u0 e••• �TXQT CONN111VCTION 3 9 SYI rcl Xu w eee: qqh-WI i,el" •• L..,,,.w �.,w."d VO� Ao 9 4 F m S9 E�Sm 44 < L ; 'iiiiiir ski V I IZ m. 5 t :O _�btlC4R r s :I ID 86 r— M3\n ovoa _ isE[onml pYL/ /%/ f x CASANT VIEW )AD ARS `...• .oYE ra, IOON 25/ B HC))RSESh'OE 1" OS: NOR F°l. t"-]' v R �n6i ' tulle i NO 0 W NNING £ —' a.+ ,Mw ca,mc,on swL p.Gp xuo w�euc w�uas f{ ,y xbL'°'?`6°' - axowi .ins NANO. w.is"w.1Oix YONNE 2 GTWGC,Y[s l� Oif.GL x[ OWL ON' pe P MV4[[ NMx T T. , MR - / CMSIxLi,pl ., x0 CM, ,0 OFn[R 2 nn. O"'"""""' "'s"""rx '""'°" Schoell & MadsonVl lnc. CON DEVELOPMENT x,.n K NYON BLUFF w/wu f o,u ro.x"•.,mx..... i. WIONN. u �$/� ., n. x.."w,�..x Y....x .,,,♦ sa�r. �. rxw.Tn N. I„^ :•'4u ,x y YN AO �.�I \TOIIY {eWM [f - M W JIYL " Y 9Y1 hap,! X,NON. w00-WI 1 T,V VLI<� A v�Ir� A.x 1 I IF fYARNNO INS, C mrSAME A IZL GENII AL INBx N L6IES ll11px INMS y/Nl MAGENG"MNET MANAGE. IRE; LWLS CONNN3, m ypSIIGLS. GE. SIR .1. xlM1f➢ RLM1AGF Dw ANNE AUTMu DAMAGED L RAF R OR GTRY . AT RV GDSI 1. CAME. ONE LANDSCAPE NOTES Lv ALTAR. rADuxomrcas AND soD AREAS SMALL u A"GA"D ING AND ANAE, rt W D SNMSD AREA, [r EDR GENERAL PLANING NDIES IRGAr SN`:Drzs R.NTIG GETAIG. REFER tD GANG IAM IRE GNAMG AxG ERDZW ANBCAME RµAR AGGI MALL ALONG A SAND TIMING Df iRw D M LMNDSI ARLN TIGT Nv REMBAS ANMAN. BEDS SHALL REIXVE I- GRASSI NAR'ANAI AGAIN D DLLs 1. :LT. •' PF v m D«LDOERD O nAxmS III AND u BE xLvi At LEAS � AUAv r r LANGELAND TRIAL MALL BE OSLD A I GI AREAS GENITAL `IGPEG AND wAP mLM TN AND SEE Er GTE AWORwMAGIt BSa 1ANO dMLARGCo 1.11 NEUO.t CONTAINERS AND CUT GAI NWR IFTI AN AINLA LROM' CDARRIG M GMA Ea GOT MINAETA A Au SMNB no ddmocov@ AAII AA ARS .1 W NM'NNO YK +O AI .1— F.A. SIF ix w. W1NdSBAML ROANL. NOT INCH IMLM GA. I BE Auu[D AT +N[ KTA SMALL M 6A2 UOS[O .1 TTM A.ANIG WEAATW At xO fasI TD ME Gw{R ALL ALANDAGA SHALL BEDTIME FERGLIZEN AS FEELINGS ELR ATTAR. A 'IMF K R 11 A RATE OF It O PERDII I WRR IAGN S V AEE AND I oI D ID +D DERILUA ATATI FIC rALDING BRAD AT Sul RATE IN SUGGESTED PUNT SCHEDULE 1100 SITE DATA .Ix AT wx LDI S. ItlB ONE UNOSCAPE REOUIREMENTSEENEEMEN TALL RACEUExt GGIAL LI AREA. 11,111 BF IL SHAD BR411.1 —.1 CO.ERAGL CGMMA. REARMS.' AS 1. PI 1. FBI .11 MESERV.TAP RENTL54 TI GIR [EVER: iR AR ARULGISTAT I.L TGTAA t_ +. AGE REAMED: DEED ARG.mED. +s YARD (LET 3) REGISTERED mw .Eo yZRSTTIV AND UM%MTAV GAME ANGLES MIT INFEARMAT GAL AND It It EGRAN U� EN FGAR. ME A. AGE .t WANIRS M. IN INE PLANT. SMWE ARE FOR ME CAR..A LWHxGA'[E. CdAACiA TD AR- CAAN ITCS SNGRN M M %Ml M LEGEND DENOTES PREMOYD RETAINING N.I1 CCNOTES E%IS➢NO RETAINING III 'gym DENOTES EROSION CONTROL FENCE OADADADAAAo DEART S LIMITS OI STAGING ---� DENT TREE TO BE REMOVED Qi OVERSTORY OECIWDWS TREE VAKI"AA. ORNAMENTAL TREES Aw LG' ALA [CNIFER TREES AwxT e' . ' SNRu85\GRWNOCOVER S,EMIp A. Nt I.. ERIBRNG TREE _ ,I am N DRuI uF.: BAR, Dx, :r A�`x:,"�o:,;:�..:':e �:� ..G.: �`.rpx w yr Schoell & Madaon Inc. KENY N BLUFF IL I R.,xl r. rMRxw vNl Mr .Ix A. I.... �..... NN,...I. x Eelxxww-w.nwR-"Blue CBR DEVELOPMENT aGGET RMS Tvoslw be TMR4. IRSTIM lRww eARAls .e •N elT4_—_.—_. Im nD Rso n AN. enF�_ �2. r.x%`E. m�N.rG�'i' — ARxwc.re nBx 8 R 9 .1 ,,, NIAAR, NMRI - GENERAL NOTES LAHDSCM' CONTRACTOR TO ARMY ALL GENERAL CONTRACTOR AND 81 CALLING GOOPHER SITY TATE MEAYONS WCµL (ONERRY VAIN ME STANINC PLANT LOCATIONS. W03) PFlOR i0 3. CONTRACTOR IS r0 COMOINAM THE PHASES OF CMSTRUCTM AND PLANTING - xSTAWTMS AM OTHER CONTRACTORS WEANING M SITE- S MERE S ARE FOUND ON SM. SCHEMER EXISTING SHOWN ON ME DRANINL OR I NOT. THEN CANT SHRUBS G EN SMALL KAN D D SAWD UNLESS NOTED TO BE REMMEO AND/OR ARE IN AN MCA I BE GRADED, ANY WESTON REOARICNO WEIMER PLANT MATERAL SHOULD REMAIN M NOT SMALL BE BROUGHT i0 THE ATMNTON OF ME LANDSCAPE ARCHITECT PRIM i0 REMOWL. ♦. ALL EXISTING TREES TO REMAIN f0 RE FERTILIZED AND MARKED 10 KNOW DEAD WON AND DANAGED M RUBBING CANCKS. 5. BB FACES AND SHRUBS ME BALLED NO BURLAPED, 5 NO PLANT MATERIAL SUSSTNPONS MLL BE ACCEPTED UNLESS APPROVAL 15 REQUESTED M THE LANDSCAPE MCxIMCi BY ME LANDSCAPE CONTRACTOR PRIM TO ME SUDMIS9M OF A BID AND/M WOYARON I ALL PANT MATERIAL SHALL COMPLY WIN MC LATEST MITI W THE AME (CAN STANDARD FOR NURSERY STOCK. AMERICAN ASSOCIATION OF NURSERYMEN. ALL MAMMAL SMALL A OF HARDY STOCK AND FREE FROM DISEASE, CAYACEAND OISFIWrATM 0. CMTRACTM IS RESPONSIBLE FOR M-GANG MAINTENANCE OF ALL Nf M.Y INSTALLED .AMR' A IS UNTIL INC Of OTHER ACCEPTANCE. ANY ACM O' VANDALISM OR DAMAGE WM WHICH MAY OCCUR PMLC OMER ACCEPTANCE SHALL BE THE RESPON IL1iY OF THE qWjHSOEAECTM.RACTON SHALL PROVIDE A 11 REQUEST FOR ME OMER ACCEPTANCE 10. WARRANTY FM LANDSCAPE MATERIALS SHALL BEGAN ON ME DATE OF ACCEPTANCE BY ME LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CM90ERM II. CONTRACTOR SHALL GUARANTEE NEW PLANT MAMMAL THROUGH ME CALENDAR SEAR FROM ME CAW O OMER ACCEPTANCE MY ALL REPLACEMENTS TO BE PROMISED AL NO AWITMµ COST i0 ME OWNER I CENTER WEE UPRIGHT IN PIT FASTEN METE i0 14 MADE PLIABLE ZINC COATED WERE CONNECTED TO BLACK RUBBER BANDS (BUT NOT MIA M). SECURE ALL ENDS FIRMLY AND NEATLY. STAKING (OPTIMAL) 3'AV. N)OD STAKE H MADE PLIABLE WAR OR PLANTI BED I SNEER PLANTING MIXTURE -SCE SPEC S• LAYER OF PEA AWN NOTES: IS THE CONTRACTORS OPTON r0 STAKE TREES. HOMAR IMF CMMACLOR 15 RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSIM THROUGHOUT ME GUARANTEE PERIOD. • SIAXINO METHODS i0 BE MARDI BY LANDSCAPE ARCHITECT PRIM i0 PLANING • ND MULCH i0 BE IN CONTACT MIT TRUNK • SCARIFY BOTTOM A SIDES OF PIT PRIM i0 PLANTING. n DECIDUOUS TREE NT$ PLANTING SPECIFICATIONS I. PLANTING BED PREPARATION: ALL MASS PLANTING BIDS SHALL BE TILLED i0 A MINIMUM DEPTH OF W AMENDMENTS SHALL BE APPLIED AFTER CULTVATEN, 3. BACxfILL SOIL: USE MA. EXCAVATED TRW PLANTING MI AMID MONDC AMENDMENT$. KNOW ALL DEBRIS INCLUDING AM" LARGER THAN J' MAMETER. Z. TERMIZAMIN ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION MN W@A RME MEAL ON OTHER SPECIFIED TERMIZER MIXED IN MIN THE PLATING SOL PER ME MANUFACTURER'S INSTRUCTtOYS UNLESS OTHERWISE NOTED. ♦. MULCH MATERIAL: AS SPECIFIED W MC LANDSCAPE PLANS. MASS MULCH ALL PLANTING BEDS TO 3' DEPTH OAR FIBER MAT WEED BARRIER, ALL PERENNIAL PLANTING BEDS TO NICENE l• DEEP SHREDDED NARDYACD MULCH MIN NO FIBER MAY HEED BARRIER. ALL CARMEN AND DECIDUOUS TREES TO RECEIVE J' DEEP SHREDDED HARDWOOD MULCH AN NO MULCH IN DREG CONTACT MM TREE MUNX. 5. MEE SLAKING'. IT SHALL K ME CONTRACTOR S RESPWSBILITY i0 SINE AMO/M GUY ME NEES ACCONgxG 10 ME DETAILS Il IS ME CONTRACTORS RESPONSIBILITY TO TAKE EKRY STEP NECESSARY i0 MAINTAIN ME NEES AND SHRUBS IN AN UPPONT AND PLUMB GRANTOR AT ALL EWES UNTIL ME END OF ME PLANT WARANTEE PERIOD ESPECIALLY WERE VANDALISM, $MIL M WIND CONDITIONS ARE A PROBLEM. STAKING METHODS 10 RE M ACCORDANCE r0 THE OVALS AND APPROVED BY LANDSCAPE ARCHITECT. 6 NEE MAPPING : MAPPING MATERIAL SHALL RE DUALITY. NEAW WATERPROOF MORE PAPER MANUFACTURED FM THIS PURPOSE. MAP ALL DEMUWS TREES PLMIRED IN ME ALL PRIOR r0 13-1 AND BENDA ALL MAPPING AFTER 5-1 i. RECENT PROTECTION PRONOE M ALL NEES. EXCEPT CONIFERS UNLESS OTHERWISE SPECIFIED W ME PLANS. B PLANING PLAN'. ALL PROPOSED PLANTS SNALL BE LOCATED CAREFULLY AS SHOWN ON HAS PLANS RAN LANES PRECEDENCE OAR PLANT SCHEDULE IF NSCREPANCES M WANTMES EXIST SPECRICAIONS TANS PRECEDENCE OAR NOBS. RESPECT STATED DIMENSIONS. GO NO' SCALE MMADS, B. EDGING: ALL MASS PLANING BEDS SMALL HAW EDGING PLACED BETWEEN MULCH AREA AND MY ADJACENT MAT MCA UNLESS OTHERWISE NOVO. WAGNER ACCORDING RD MANUFACTURER SPEOFICAIWS. TO ALL PLANT MAMMAL SHALL BE MMWGNLY WATERED TANGLE DURING ME FIRST N-HWR PER IC AFTER INSTALLATION ALL PLANTING SHALL BE THEN WATERED WEEKLY, M MORE IF NECESSARY. DURING RODE FIRST DROPPING SEASON 11. ALL PARKING LOY ISLANDS TO RECEW A ]• LASER O $NREMOCD HANDWIU'D WLCN OAR FIBER MAT WEED BARRIER UNLESS OTHERWISE NOTED. `•O OR PLANING BED gSt ' LASE STAI ED R MMMULCH TO oI S.M. PEMT MIXTURE SCE SPEC LAAR OF PEA ROCK n3 IT 6 IS rt NE NE CONTRACTOR OPTS ES STAKE NOR • HOORAH MC LSMACTS IS RESPONSIBLE EM MMA FREES IN A PLUMB PRIM NRW LMWI THE GA ME WMNHEC PEMW • STAKING METHODS M BE APPROAO BY LANDSCAPE NO MULCH PRIM r0 CONTACT . • NO MULCH TO BE IN CONTACT MN N • SCARIFY BOTTOM DE k SIS OFPIi PRIORK T0 PANTING re1CONIFEROUS TREE LJ Nrs M PLANTING NOTES I. NO AMMO i0 BE INSTALLED UNTIL GRACING AND CONSTRUCTOR HAS KEN CMPECRO W MC WMEDIAM AREA. S. µL PLANT MATERIAL LWATMS MUST BE REMEMED AND MARDWO BY NE LANDSCAPE MCHIMCT PRIM TO MY AND ALL BGaNC. If ENE LANDSCAP E CONTRACTOR PERCEMS ANY DCFIOM ENPES ME PLANT SEEECTMS, SEE. LONDITONS. OR AN OTHER SITE CMDITWHINIGHTON WNIGHT NEGATSELY AFFECT KMi MATERIAL ESTABLISHMENT, SURNVAL M WMMTEE THEY SHALL BRINE THESE WRPENOES TO THE ATTENTION OF ME LANDSCAPE MM nCI PRIM TO INSYALLATM. ♦, A0.IJSIIEHTS IN LOAMY OF PRCPoSFD PLEAT MATERIALS MAY BE NEIMD M FIELD WRFY THE LANDSCAPE ARCHITECT SHOULD ANY ADJUSTMENTS BE ADNSED. 0 WILL PLANTS i0 BE INSTALLED AS PER PLANTING DETAILS. S. ME SHRUB PER TIRE AND SEE M EACH PLANTING BED AM EKRY TRICE SHALL BE CLEARLY MENISCI) (COMMON ON LAIN NOMENCLATURE) AM A KASTC FAG WITCH BALL NOT BE REMOLED PRIM i0 OMER ACCEPTANCE. >. WERE SW/SEED ABU15 PAKO EVefACfS, fINI5HF0 CRAG[ M SW/$ff0 COMFIT BE HELD I- BELOW SURFACE ELEVATON M MAIL SLAB, CURB. ETC. B. SW SHALL BE LAID PARALLEL TO ME CONTOURS AND SHALL HAW STAGGERED JONTS M SLOPES STEEPER MAN 3:1 ON IN MANAGE SHALES, ME SW SHALL BE SIRAED TO ME GROUND. B SEED ALL AREAS OSTRNED DUE TO GRADING OMER NAN MERE AREAS NOTED TO RECOME SOD. W FERNY ALL DMAEE r0 PROPERTY FROM PLANING OPERATIONS AT NO COST TO THE OTHER, IIIIII IRRIGATION NOTES I. LANOI CONTRACTOR SHALL RE REYM4BLE FOR PROASNG A SHOP ORAWNO ILLUSTRATING AN IRRIGATION PLAN AND SPECYICADM AS PART OF THE $COPE OF HORN WEN COWING MESS S ALL BE APPROAD BY MG LANDSCAPE ARCHITECT PRIM 10 HOER. 3. ARTY EXISTNG/PROPO ED MINI SYSTEM LOCATOR. 1 UNLESS OTHERWISE NOTED ALL S00/5EED AND PLANTING AREAS INDI ON PLAN SHALL BE IONS IRRIGATED THE IRRIGATION SHALL MCLUW ME PUBLIC RIGHT OF WAY BETWEEN PROPERTY UNE AND BACK OF CURB WNEAE NEW LANDSCAPE IMPROAMENTS ARE PROPOSED. ♦. IT SHALL BE ME LAN SCARE CONTRACTOR'S RESPONSIBILITY TO IMMUNE MAT ALL SCODED/SEECED AND PLANTW AREAS ARE IRRIGATED PRCMRLY, INCL1gHID THOSE AREAS DIRECTLY MOUND AND ABI WILONO FOUNDATION 5, ME LANDSCAPE CONTRACTOR SMALL PROVDE Ttt OWNER WIN A WA IENCAMIN REMORTMV SCHEDULE APPROPRIATE TO ME PROTECT SIC ttN01TMS AND TO PLANT MATERIAL MOWN REWIREMENTC :ARE PASIC-SEC SEC MAXNRE-SCE SPEC I PLANING Ml MEN .SSE SPEC M PAM SURFACE ui n MGMS' • HAND LOOSEN ROOM M CONTAINERISED MAMMAL PRIOR TO PLANNING (TON). • Moll SNI k SIDES OF PIT PRAM TO PLANTING. SHRUB xfi 1rn"w IMAAW•PANTMumHx wMAA^�b>n•w M•o^MW NM M: NMI o.. K: w,w.WW LA 1wnNM.Mm Schnell & Madson Inc. "'"""'j(ENr�ON BLUFF unttl N•YM N G.Mwu. rM. u1 N.n M _sell TPmmP m:i "PIN"° • MRNnRW CER DEVELOPMENT I AATM, WR BYTMFNW NY YAWUA ♦FAP MANY. NALAS AXAMN ila INS PIA, N.I SUNN C ~•L-rtC'r�� Rrr r ` rrAr .T— cm of rTMCAL CURB Y1' 88A88A898N Ala BUTTER siw :S r J •"i'LTA. 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