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HomeMy WebLinkAbout2005-07-07 NAC Planning Report NAB NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231,2555 Facsimile: 763.231 .2561 } len rersc :inacplenninc .co PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: July 7, 2005 RE: Oak Park Heights — Fox Hollow PUD General Plan Amendment FILE NO: 798.02 — 05.07 BACKGROUND Fox Hollow East, LLC is requesting approval of a PUD general plan amendment for the Fox Hollow development located south of 60 Street and west of Osgood Avenue. The Fox Hollow development, approved in August 2004, included a 29 unit condominium building and two office buildings, one at 2,090 square feet and the other at 7,600 square feet. The applicant has proposed eliminating the small office building and slightly modifying the larger office building to accommodate more office space. The office building would be within the previously approved setbacks but have a larger footprint. It would have two floors of office and would be within the building height limitations. The parking that is displaced by eliminating the parking garage beneath the small office building would be replaced with additional parking on the site of that building. The parking requirements of the Zoning Ordinance would be met with this proposal. The request requires a PUD general plan amendment and Design Guidelines review. Attached for reference: Exhibit 1: Project Narrative Exhibit 2: Previously Approved Site Layout Exhibit 3: Existing Conditions Exhibit 4: Preliminary Plat Exhibit 5: Final Plat Exhibit 6: Site Layout and Utility Plan Exhibit 7: Grading, Drainage and Erosion Control Plan Exhibit 8: Landscape Plan Exhibit 9: Landscape Details Exhibit 10: Building Elevations Exhibit 11: Floor Plans Exhibit 12: Photometric Plans Exhibit 13: Sign Plans Exhibit 14: Memo from Kathy Widin, City Arborist ISSUES ANALYSIS Comprehensive Plan. As part of the previous review, the Comprehensive Plan was amended to designate the area as mixed use residential /commercial. Zoning. The property is zoned a combination of B -2, General Business District on the northern portion of the site and R -B, Residential Business/Transition District on the south. The site is appropriately zoned for the uses. An amendment to the PUD is required to make the proposed plan change. Subdivision. The applicant had submitted a preliminary and final plat, as attached, to eliminate Lot 1, Block 1 that was to be developed as the second office building. The applicant and the City Attorney have agreed that the replat is not necessary, but a lot merger and deed restrictions will be placed on the property so that it cannot be developed with a separate building in the future. The lot merger and deed restrictions shall be subject to the review and approval of the City Attorney. Setbacks. The front of a lot is defined as that boundary abutting a public right -of -way having the least width. The roadway along the west boundary is a private road; therefore, the only boundary with frontage on a public road is the north boundary. The front yard setback requirement in the B -2 District is 40 feet. Like the previous submission and approval, a setback of 25 feet is proposed. The Planning Commission and City Council agreed to the 25 foot front setback as part of the general plan of development approvals. The new building plan complies with the side yard setback of ten feet on the east side of the property. All driveway and parking lot setbacks of 10 feet are also maintained with this plan. Parking. Office buildings are required to provide three spaces plus at least one space for each 200 square foot of floor area. The proposed office building will require the following parking: Parking Parking Requirement Provided Office Building: 11,502 square feet X .9 = 10,352 T 200 = 52 + 3 = 55 58 + 3 disability accessible stalls = 61 2 The proposed office building will have a surplus of six parking spaces from what is required. The condominium building has a requirement of 58 parking stalls and 58 are being provided, both underground garage and surface stalls. Driveway /Access. The driveway location onto 60 Street North has not changed with this proposal. The office building that was removed has now become part of the parking lot to serve the condominium and remaining office building. Portions of the drive aisles for the parking lot have been designed at 18 feet in width. The traffic flow in these areas will need to be signed as one -way. The one -way traffic is conducive to the location and traffic flow for the front entrance of the condominium building. Grading and Drainage. The grading and drainage plan for the site is not significantly different from the previously approved plan. The grading and drainage plan shall be subject to review and approval of the City Engineer. Utilities. The revised utility plans shall be subject to the review and approval of the Public Works Director and the City Engineer. The utility service put in place for the small office building will need to be sealed per the direction of the Public Works Director. Landscape Plan. A revised landscape plan has been submitted as attached. The City Arborist has provided comment, as attached. The landscape plan shall be subject to review and approval of the City Arborist. Lighting. A photometric plan has been submitted by the applicant. The fixtures to be used will be compliant with the ordinance and consistent with what was previously approved. The new photometric plan is compliant with the ordinance provisions for lighting. Signage. The applicant has proposed a signage plan for the office building and condominium. The individual letter wall signage proposed for the office building is consistent with the allowances of the ordinance. The monument sign will need to be provided with a landscape planter base or landscaping will need to be provided around the base. The signage portion of the sign will need to be less than eight feet in height. Building Height. The maximum building height allowed in the B -2 District is 35 feet, measured from the mean grade level to the mid point of the roof. The office building measures at 30 feet, five inches in height. Design Standards. Proposed exterior materials are rock face C.M.U., cultured stone, and cement board siding and are consistent with Design Standards requirements. There is sufficient variety in the types of materials to be consistent with the Design Standards. The buildings are architecturally detailed with sufficient articulation of the facades. The use of cultured stone breaks up the elevations of the office building. 3 Development Agreement. An amendment to the development agreement may be required as specified by the City Attorney. The agreement will be finalized and executed subject to review and approval of the City Attorney. CONCLUSION /RECOMMENDATION The proposed development is consistent with the B -2 zoning of the property and the goals and policies of the Comprehensive Plan. Based upon the preceding review, our office recommends approval of the following: • PUD, general plan of development amendment • Design Standards review With the following conditions: 1. The Planning Commission and City Council find that the 25 foot front yard setback for the office buildings is acceptable as part of the general plan of development approval. 2. Lot 1, Block 1 shall be merged with the adjacent lots for tax purposes and deed restrictions shall be placed upon the lot so no construction can occur on the property in the future. The lot merger and deed restriction documents shall be subject to review and approval of the City Attorney. 3. The parking lot drive aisles shall be properly signed as one -way where applicable. The parking lot signage plan shall be subject to review and approval of the City Engineer. 4. The grading and drainage plans shall be subject to review and approval of the City Engineer and applicable watershed district. 5. The utility plans are subject to review and approval of the City Engineer. 6. The landscape plans, tree removal plans, and preservation plans are subject to review and approval of the City Arborist. 7. All lighting fixtures shall be in compliance with the lighting requirements of the Zoning Ordinance. 8. The proposed monument sign shall be provided with a landscaped base or planter and the signage portion of the sign must be no more than eight feet in height. 9. The Planning Commission and City Council shall comment on the building design and consistency with the Design Standards. 4 10. A development agreement shall be required between the City and applicant subject to review and approval of the City Attorney. 11. All conditions approved by the City Council on August 24, 2004 for the Fox Hollow development general plan of development approval. 12. All other conditions of City staff, the Planning Commission and City Council. 5 Fox Hollow East, LLC 1909 St. Croix Trail North Stillwater, MN 55082 June 15, 2005 Mr. Eric A. Johnson, City Administrator Oak Park Heights City Hall 14168 Oak Park Blvd P.O. Box 2007 Oak Park Heights, MN 55082 -3007 Re: Fox Hollow PUD — PUD Amendment Request Dear Mr. Johnson: Please find enclosed a PUD Amendment application and required documentation. The following information is enclosed. 1. Application form and payment of fees. Enclosed 2. Proof of Ownership and authorization to proceed as applicant. Enclosed. 3. Parcel search. Enclosed 4. Project Narrative. We are requesting a change to the current PUD that includes eliminating the small office building and slightly modifying the larger office building to accommodate more office space. We are proposing to increase the building footprint of the large office building slightly, but within the setback limits previous approved. The underground garage parking will be eliminated. The new office building will have two floors of office space and will be approximately the same height as the previously approved building. See the architectural drawings for building footprint, layout and elevations. The parking that is being displaced by eliminating the parking garage beneath the office building will be replaced with additional parking on the site of the small office EXHIBIT 1 building. Refer to the site plan for details on the parking count and changes to the parking lot. We feel this change will improve the appearance of the site by eliminating a building and will have no adverse affects on the development. 5. Contact Information List. Enclosed. 6. Schematic Drawing of Proposed Development. Enclosed are three (3) full size copies and twenty (20) half size copies of the revised site and grading plans (Sheets 2 and 3 of 7) showing the changes to the site. 7. Staging/Phasing Plan. This has not changed. The existing storm water plans discussing phasing of the project's construction. 8. Property Survey/Lot Dimension Plan. Enclosed. 9. Property Tax Statement. Enclosed. 10. Grading and Drainage Plan. Enclosed are three (3) full size copies and twenty (20) half size copies of the revised site and grading plans (Sheets 2 and 3 of 7) showing the changes to the site. 11. Existing Site Conditions Plan. The existing site condition plan has not change. We have enclosed twenty (20) copies of the previously approved site plan for your information. 12. Site Development Plan. Enclosed are three (3) full size copies and twenty (20) half size copies of the revised site and grading plans (Sheets 2 and 3 of 7) showing the changes to the site. 13. Landscape Plan. Enclosed. 14. Traffic/Vehicular Management Plan. We are not changing the traffic demand or flow to or from the site from the previously approved development. Therefore a revised traffic plan has not been included with this submittal. 15. Signage Plan. Enclosed. 16. Lighting Plan. Enclosed. 17. Tree Protection and Replacement Plan. The site has been cleared as approved under the original PUD approval. No additional trees will be affected by the changes requested herein. Therefore a revised tree protection and replacement plan is not included with this submittal. 18. Building Plans with Elevations. Enclosed. If there are any questions regarding this information please call me at 651.476.8008. Sine-rely ► ause • x ollow East, LLC C: Enclosure • - PREVIOUSLY APPROVED SITE LAYOUT cc HIGHWAY 36 EASTBOUND LANE / d (EXISTING) - 2 J a • 00 Q w EDGE OF EXISTING ASPHALT 0. -CONNECT TO EX WATERMAIN O Z Z z < M Tn Q 1■ Z GAT E VALVE AND BOX - y O XISTING WA RMAIN . STEL CA F ; I 8 . �_ iLLSH _ EXISING SANITARY MH 28 I MATCH ENG ASPHALT EVAON EDGE OF EXISNG ASPHALT DI \ 60TH STREET NORTH L END CURB AND GUTTER WITH 3' TAP 7 W . N O - (rep. EACH SI DE) - \ S of N g, f - ---------------- D '_ M ,-,,,,g, vopE IE =863.33 I STOP SIGN EDGE OF EXISTING GRAVEL O \ RIM =873.42 ' I � , -- P - - - -- 'I�1 9' EWA LK \ � 43----- ---....., _ RIM= EXISTING SANITARY MH 2 1 24 SIDEWA EXISTING HYDRANT C' 0 LF 6" DIP R WA SERVICE 2 124 LF 8' P CL52 a \ X90 LF 1" COPPER WATER SERVICE I ,.� 5 -- A57.9A S 3 I SEE DETAIL SHEET. END 5' FROM SCALE 7 " =30' m < < 0 o \ ff / PROPERTY UNE + BUILDING I 6' GATE VALVE AND BOX (TYP OF 3) i • EXISTING SS MH 0.0 A I ¢ � I IB - -- -7 _ 99.0' 1 &5' � 9' 25' BUILDING - - . . - . - L L LE. XI SHEET II 1 /1L �' 12' - It SETBACK AND BgX CURB STOP. BOX AND I w ' - 'v` 6' G.V. AVEMENT '�Q w 9 EXISTING SANITARY MH 28 II 9' �. • _• HYDRANT °FIN2) 105 LF 6' DIP WATER SERVICE WITH H> ILO 10 REMAIN NS r m o 0 I I 1 V' ¶NH =659.34 • t I w Z w _ _ _ � - . - 95_LF 1 1/ Pz?E3.W RAERYI.CE _ m o 0 E- < r II / iii. � d, f TART wl R =3.5' Is p' OFFICE BUILDING PROPERTY UNE END 5' FROM BUILDING 1 F Z w w U Z 1 _, I 25' BUILDING • I - - 3 � ' 1 - (LOMB 5 a R - 2' R =d5' - .- .- . < w o •) - . 1 (BY SEPARATE CONTRACT) I _ _ - ., SETBACK 1 i O o LTi a a o 4� 4 r - 39 LF 4- , � _ "- - 8'X6• REDUCER . • ' - 1 1 Ii��'''' :_ ---...1 uH n 0 ! i'�iei; k 1� scH a0 Pvc ;.� 1 : ::: �SflNG Q I SETBACK t ( '� �- ry�G _ _ NTR / . `= R a10 36" R - 4,L R- 0' i V J - ----___tif____0,1 1 „,;:, , ,,_:::.-„„„ 7 ,„„---, z ,---,,;-„-,-,, i '104 • ASPHALT. GRA 10 �o`,. DR " .••I TAPER 10' OF CURB AND ¢ < f� GRAVEL CURB AND I L \ \ ,�'`- 4 _ 1 3 S z U1fU�71 ESA RESTORE TO MA I i ` � ` � '� ���� a' Y•. �, I "'' � �• GUTTER (TYP. EACH SIDE) � - _ -. J 0i EXISTING. RESTORE TO MATCH i II ' 7 0 s j � \ 5E ` _ � 4 6 6 TEE SHEETS R =3 � .4 A 1�dA t o 1 � ' I r DRAINAGE AND UTILITY EASEMENT (TYP - N O < 3 TO MATCH EXISTING TIP - •�_ 1 CT//7g '� R w : 10' • ,� _ 5' N. • • • j T "t(•'((. ` En 1- rc� HANDICAP PARKING SIGN II I T g . �` _ PROPERTY LINE - . - . D .F OF DEPRESSED CURB w ° w a rn d HANDICAP AS VAN ACCESSIBLE" ' F I* % SEE DETAIL SHEET F- iY w F A i A - � ' 4:!..,,...1, 4@ (TYP, OF 2) I I 35 LF B SCH ao PVC _ °p a .. s�, I • TR ASH ENCLOSURE AND CONCRETE sLAe < >-w j P i rn z - SEE DETAIL SHEET 4" GATE VALVE AND ` A L _ _ _ J RETAINING WALL 1 I I.E. O BLDG IS 8 {4.00 BOX (TYP. OF 1) 13 2 LE I I / \ I B SE PERATE • =f0'�/ jy - f (8Y SEP ARATE fbN TRACT) o N µ o 1_ (BY SEPRATE CONTRACT) END 5 .. a n I I Q ,'"-a , 5 WIDE CONCRETE SIDEWALK big, 4 ' DIP 17 f ' FR. ,,/: Y 4 EXISTING S ANI TARY MH 25 F , 1 0 _ _ u. Qa:. END 5' FROM BLDG - ._ / Ei �� �w SEE SHEET 4 z J I _ a' / EXISTING SS NH 7 u O 4 41 : . CONDOMINI BUILDING I cl -I w I) o L. � \ _ , (BY SEPARATE CONTRACT) 18 .1 R =29 �' � ` , SEE SHEET 5 r o t w I �.. \ k R =67.0 I , -` /� '�, a • 42 LF -24• .!i w Q re z `, CONCRETE APRONS I / TWO (2 ) 45 "` ` CLASS 4000 D RCP O 29X w DEGRE BENDS �� IE S . ® 842 09 I z , _ . \ \: 4, I r , • ` TYP. (BY SEPARA / ff N = 830:00 ROL x ,- a z o w _ m_ m CONTRACT) I i \ y n 5' DIA OUTLET m ty I 10' 8 ILDIN ;9' / ' � / / �� • C STRUCTURE I I i 10' MACK d� - .. - RETAINING WALL 12 LF -24' 4000 D RCP PROTECT EX MONITORING WELL K RETAINING WALL (BY SEPARATE O 1.0X B RE SHEET 6 II S 4 : 1 RE SEPARATE . Q I 1 I1 i� I1 I ll BY SEPARATE POOL AND PATIO ( Y SEPARATE CONTRACT) PIPE ENDS FLUSH '' CB 102 + RETAINING WALL (BY SEPARATE CONTRACT) ~O " r 1M1AE 4 =859 O 0X INV =BP RCP W II I 1I / II . •NTRACI') ?K. 64' - 15' S 3 IE H =842WLL.00 SE FACE IER=842.18 7 1 FES. 5 W /TRASH GUARD 0 < OZ II I II I 'I RCP O 1.05 DETAIL SHEET. to WIDE EMERGENCY OVERFLOW SCALE O Q Z 0 N < FES IE = 842.`1 `� /I + - i ; , w w 1 FES - 2t• RCP %GEL ENERGY TOP OF RIP RAP ELE v. 845.8 F a II i L .- .- . _ _ � ? -'_- FES W/ TRASH ,, ARC INV = 842.f 6 LF - «� PROPERTY HL i_< J II • 30' BUILDING R 18°436.37 = INV � FES - 21' RCP !( DRAINAGE O 1.OX ( � j d p / SETBACK IE =84 6.3 a841.34 CB/MH 101 ■ DRAINAGE AND UTILITY EASEMENT (TYP.) fn O - II PRIVACY FENCE (BY SEPARATE CONTRACT) RE =846.36 W >. _ --Ip II I 4 201.5' IE =842.12 Q 1 - S S II I _ - C •. • -. . - - _ .- . - . _ _ IE= 842.12 W J H x Y I ii I ��� HF , I • __ PROPERTY 1-E . . . • { I •ROPERIYUNE .. � (S P EEDETM/. SHEET) v - • Vi (7) LLO 0- 'I i I1 II ,# 1 ! - I , 1 XISTING STORM POND R FlL R . HOLE IN El(. MH WITH BRICK A ND MORTAR. y ` INLET TO R��YHAAAIN 6 I II II I - h: I • - ' i . .' • „ . EX FES. E.l v . = 842.10 INLET INVERT =1831.34 p E I it I- - - - v ,-0. • ;%::.' " .•,•. 4- ( 1 h 1- ,.. - :i.: L. • / . II 1 1 o EXISTING EXISTING �`` = _ k --. '� r - r - F = =` - 1 I I I II u TYANHOME TWINHOME EXISTING EXIS TING EXITING EXISTNG EXISTING EXITING / NOTES TIMNH 1 INHOME TWINH 1WINHOME TWIN HOME TWIN 1 7 1 INVERTS TYPE (GOPHER n STATE NE CALL 1- 800 -252 -1166) a. II 1 I I FX STORM MN I ' 2. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AND CITY OF OAK PARK m I E OA-6 RM HEIGHTS PRIOR TO COMMENCING W RK AND SHALL BE RESPONSIBLE FOR NE .9 gl I I . r - J / / � P ROTECTION OF PUBUC AND PRIVATE UTIUTIES DURING CONSTRUCTION. 3 / 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ALL REQUIRED g �i , I 1 II I I L _ J / / \ INSPECTIONS WITH THE GOVERNING AUTHORITY HAVING JURISDICTION I OVER TIHE WORK TO BE PERFORMED AND ACQUIRING PERMITS. M " Hs 1 - I I I 1 II I I // \ • L 1 EXISTING r II I I L _ - - _ " .J / / \ 4• SHEET 4 FOR TR REMOVALS m a m I L J 1 5� DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED e i o I I TNINHOME L. - I 1 1 L J \ TYNNHa 6. REST ALL DISTURBED AREAS WITH 4" MIN. SALVAGED TOPSOIL ro n r i II I I • / / SEED AND MULCH AREAS PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 2 11 E R• 1 J I1 I 1 - - \ /- 7 BURY DEPTH OF ALL WATER MAIN AND SERVICES SHALL BE 7.5 FEET MINIMUM . i I•• II f l \ \ / / I / UNLESS SPECIFIED OTHERWSE . I \ / ...... 8. ALL EXISTING TOPOGRAPHIC AND SURVEY INFORMATION WAS SUPPLEID BY r - - - - - L_ _ I -. `� "Y \- / CORNERSTONE LAND SURVEYING STILLWAT MN. y L. _ ' - -• - -• - • - -• - - - -. x I 9. SAVYCII EDG O F PAVEMENT TO BE REMOVED 01 f( P9LO _ I .. W I EXISTING I I 1Q ALL CURB AND GUTTER SHALL BE MNDOT B618 UNLESS OTHERWISE NOTED. ` `l Z TW9ME = _�- ccsa =.�ca. -sue_ -- EXHIBIT 2 I Zw 11, TIP OUT GUTTER WHERE DIRECTED BY ENGINEER N C7 12. ALL SANITARY SEWER PIPE SHALL BE S)R 35 UNLESS OTHERWISE NOTED. (/1 W I i L- - ' ''• SHEET NO. 2 OF 7 • 1 ox EASTBOUND LANE S TAT E T R U N K H I G H V1/AY T . 3 6 H 0 LOW EDGE BITUMNOUS \ P _ U _ 800 ..._.,__,. ._ _ .... _. ...- - - - -' 0 .. _ _ .. _ _ WPiER..(PER- SIEVENSJ _ _ - {-WASH. CO LAST'yLON MOH. WATER PER STEVENS Y ITA SA _ _.. _ ". _.. - _' _ - - _ `I 60TH STREET NORTH �, NR r11 E2GE 01TUf N011$ J =873.54 NV= 84 (PER STEVENS) j m ' $ EDGE GRAVEL " EVELOPER l m O .'E 6 "yro� 961,E �6U 8y�( w0 s k O D 0� SAMTARY MH'� _ NN es7.BB JEFF HAUSE - 0 \W o RIVER VALLEY RENTALS, LLP r 0 0 J r o f - — — -- - — STILLWATER MN 55082 STREET s1ogl1 rN - -- (� ` - -� - - -- ,} Z - `i I Phone: 651- 775 -0587 A. INV =847 00 . O I` E n W ro (PER STEVENS) I m 1 / - SIT GU2RENTLY CONSTRUCTI(NS I -- S $ ' ' -. ' - � �" O CITY - COUNTY: SANITARY MI __- I ` \ I -38 Rr1= 877.55 I Nv =B39so ; I 1 i I I � �- _ , 1_ „ , 1 ' . - CRT.- O (PER 398 0NS) I 7a ! r t ; ; ` e B I , ' i ' 0. 5 6 I j I cai�sRa L u Y „ ',5• 6 1 '� OAK PARK HEIGHTS W L , I '� I WASHINGTON, COUNTY STORM MN - -" ^ i I / A . e1 =872.32 1 es.! "w j I ` . � - I B ` `_1 �, ',Ye, -j -- O NV= 839. co , ' ,• � ` - �� \i --- - - 4 -- -1 CERTIFICATION: (PER STEVENS) -870 - "_'� i / -- EXLS 9 8 h I hereby certify that this plan was prepared o t ; r �,r- U T L ST R aNg yE q� J`' 6 - ,., ..I. p n by me, or under my d w �r, m ' supervision, and r` l , x , / / ` _'SEtE 4 4 I o pvN- that I am a duly Licensed land Surveyor \ _ ` 0y 0 - g 42 '' R under th. the state of MINNESOTA. / o G Eo �'` _ / i ' ` e3a -{ W of lel L. Thurmes Re9i- ration No: 25718 1 • t ': .p 8 ,75 - - 86 - , 5 C1,12RENTLY -- D 834 _ - Date,_ OS 10 04 UNDER CONSTRUCTION -- --- \ __ - - i ' _ � _ \ ", STORM CH '840 L, m ° �qe REVISIONS: 830 / O R ,.1 _ , .. _. DATE REVISION REVISION r . ,, , , , r / / .,.. 05 -10 -04 INITIAL ISSUE /': / 4 'v , , , , ,. .%, , 4 ( / 7 -20 -04 PRELIMINARY PLAT , v t- r „ 1 \ . ' - . . - .. . . , .. , .... . r - - - -_. 6 -13 -05 PUD AMENDMENT .._�. \ \ / 0 \ /" y ST MH \\ \\ `, ,.,. 6g ■ C 874 _ _ `- `�.`� M 85 (PER STEVENS) * PROPOSED USE: > ,- \ B : • PLANNED UN17 . _- \• { / { _.. / '�� EaSEME�TOV>:R� �EVELOPMEN - f ,'7, � 1 \ / I , OJTLTA \` Beo., AM ENcl ME C o I — \ StTe � cuRRENgL _ _ e D =181'0 '00„ �' / � ',, / � � - ea2zcP _ " �• B4o. � / - N 72CP 862 . ---~�' "- - T _ esfi ( I sruRn MH : d39 03- - -- II y , a - `` Rin b5592 'B .e 30 60 I- 7 I <_ — I "" I N I I N89° 13 79" o m es. _ 'f W I T ' I EXISNG EXISTNG EXISTNG EX ISTING I V EXISTNG I EXISTNG WNHOME I TWN -IOhIE I TWINN01'1E I TWNHOf1E L TWW101'E 1WNH01'E I 7' I I I I I I 0 I Q D S u Stn t Street 2 00 E. Ch S ui a Street Sti MN 55062 Phone 651275.8969 Fax 851275.8976 odusa O I INITY MAP - NO SCALE: O SYMBOLS: SURVEY NOTES: DEVELOPMENT DATA: mcleodusa SECTION 4, TOWNSHIP 29, RANGE 20, ,s MANHOLE 4 CATCH BASIN 0 N/ dtt net WASHINGTON COUNTY CULVERT • HYDRANT 1. BEARINGS ARE BASED ON THE PLAT OF EAST OAKS P.U.D. CURRENT ZONING P.U.D. / ' GAS METER SIGN 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER ZONED B2 AND R -B HWY. 36 - 60TH ST. WATER VALVE - FENCE UTILITY POLE 3. EASEMENTS SHOWN PER COUNTY HALF SECTION MAPS OR CONCRETE LIG POLE RECORD PLAT. OTHER EASEMENTS, IF ANY, MAY EXIST AND PROPOSED USE - 29 UNIT CONDO BUILDING ANDA GENERAL OFFICE •, ' e DENOTES FOUND TELE /ELEC BOX ARE N OT SH ON THIS SUR VEY. BUILDING I 1 1 /2' IRON PIPE :a GAS ALVE 4. TOPOGRAPHY BY CORNERSTONE LAND SURVEY APRIL 2004. • \ _„„i, I \I a I o DENOTES SET 1 /2' IRON OVERHEAD WIRES PROPOSED SETBAC ARE SHOWN ON DRAWING. CORN E RSTO N E PIPE MARKED RLS 25718 EXISTING TREES i TREE LINE AREA: ,(> LANID SURVEYING, INC } - H TOTAL AREA OF PARCEL = 104,357 SQ.FT. / 2.396 ACRES I CALL BEFORE YOU DIG! 5 Go her State One Call 0 Q \\ Ix FILE NAME SURVJHO3 `1 I p , EXISTING LEGAL DESCRIPTION: PROJECT NO. JH03003 `4 C) I 0 TOLL RE : 2 0oz 5 254 1 - 6 0 6 1 BLOCK I 5 '8 C AND LOT OTT 1 BLOCK , PDX 2 HOLLOW P.U.D., 2, __ _ - EXHIBIT 3 WASHINGTON COUNTY, MINNESOTA EXISTING CONDITIONS i = c: EASTBOUND LANE STATE TRUNK HIGHWAY N0. 3 HOLLOW EDGE BITLMNOUS \ P _ lJ _ 1:70 _ SECOND ADDITION _ - - _. _ - _._. _.. ]G ER 20 WATER�GtR - STEVENSj'" '- NEC k.--c. 4„..E...2 R _ _ _ — _ — — - DEVELOPMEN s = RY t`+ -' I ` � ; -. '— — - � T DATA. : NV 8 60 OH ST N t� NORTH �� 51TLT1NOU5 - - m CUZONED 02 RRENT ZOAND NING RB P.UD. ACOMMON INTEREST COMMUNITY NV -845 ]0 ( STEVEN) � ' I I : ' \ w r 6 / ` EDGE GRAVEL r m es., gE' mb2 ow tjo5 ox� PROPOSED USE- 29 UNFT CONDO BUILDING AND I GENERAL OFFICE DEVELOPER: SANTARY f1N 1 -__._ _ °. - . Bu1LDiNCS. PROPOSED SETBACKS ARE SHOWN ON DRAWING. 4 = 548'048 5 -" `_. I RIVER VALLEY RENTALS, LLP AREA: 1937 SOUTH GREELEY STREET ! \ I - a 2 —1 \+/ STILLWATER, MN 55082 -- -- — I t TOTAL AREA OF PARCEL = 104,357 SQ,FT. / 2.396 ACRES Phone: 651 775 - 0587 fI/ , SITE 5 pMRpNTLY I I - " I. / - ^ 8 17 •' Fr Lot I. Block .10F Area: 49953 sq. ft..94° acres I ' " (PER STEVENS) 1 �: - UNDER CONSTRUCTION "— S8 Y. 3 . 0 tea s _ _ .1 '0 Lot 1, Blo k 2 Area: 22,692 sq. ft. 0.521 aces TTY COUNTY. SANITARY i TARY ITN '- -- - - • � � : , I -- e — - - Oudot B Area 5,255 sq. s ft ..121 acres CITY R''I =872.55 z I t r 'l Oudot C Area: 17,999 sq. ft. 0.413 acres NV= 839.50 t , -. . • I 0 w ' ,.v • • TS. gh ,. I I Ixo�a es I OAK PARK HEIGHTS l �.� EQU IRMENTS: PARKING R / d + R"=572 WASHINGTON, COUNTY siaRn nH �� t � ..._ OTC 1 `-, s� I Rn =5 3z C N • ` �` 5 : , 8 S 0 I 29 Unit Building Nv =ea3.00 �'" ' ` ' Required' 2 stalls r UN = 58 stag NV= 839.00 b •* ^ s CERTIFICATION: ; _ ,/ , 'eqB L _ -. Proposed regular parking It = 55 O (PER STEVENS) B]0.__.__. i UTlry �EXt D ` _ + ■ FIB Handicap parka stalls = 3 I here certify that this � ? ( ' L 4 - EA4 E riY.l i E qNJ � � T . 1 .. e qy j �. �' ` � ?� G RAVEL Total al Proposed Handic Proposed parking stalk = 58 by me, or under my direct w was prepared re rN peSion, and ` 0 \ ) `*I i k gcE that I am a duly Licensed Land Surveyor ■ — 0y �O e °z ,QO \ 11,400 square Foot Office Bulkling (Preliminary) r+ • - • , the 'tete of MINNESOTA ' 1 I ; I — / � - e 6 �\ Required: 3 stalls + 1 stall per 200 . Ft. = 60 stalls __ / - .,� Proposed regular parking stalls = SB � � I Thurmes Regl ration No: 25718 I - orDEZ corisiRUCTIO(1 � � � , _ _. e.]a - _.� �. - .�.. _ Total Propoxd parking stalk = 61 Da et k L 6 - 2 - - S14 LW ' 540 } I 1 - ,.: , l t �� � REVISIONS: - 85 _ s \ 4.- ,' 4,4;4, _,,n, .: _ / .. O 6 CA 29 -05 PREl1MINAR�Y HAT '. t / ... O \ ' STORM rM I a� NV =BIS.00 (PER STEVENS) O PROPOSED USE: T O � -� US DETAIL: &LOCK 1�35CALE © PLA NNED U N T I eEa- � '^ � E � N�WTLtn I D EVELOPMENT l ; T _ 0 U 1 \ _ B30 • / 5nE 6 Ct1RP.Fl�TLY ` O COMMERCIAL • D =18 r °0 '00" \'• / ' - / / EES - zl acv � -- ` .a p Nv= 8k71 • - -PES - 71• RCF �. � • 555 / �lr - ° - . T. ,• � -.. 43 _ _ � .. COMMON NORTH 7 - - _ _ r • A m .. , u -I< -'\ e er I I ,,, I I L , 1 89 °13 19 "/ ( ° 0 0 30 60 ',I. ,:.,` C ,. I r L 4 .:". 1 4, , 5 ♦ e ° 0J> / Z 0 I ■ JJJ EXISTING EXISTNC / '• I` ' 7.:"7...J 55. b TWIJHOME TWNHOME I EXISTIONMG E I iWINH EXISiNG I TWN EXISTING 1 7WNHOM WNf4O I L EXISTING I EXISTING I TWINHq'E HgME E T WNFbf E I iWNH01'IE I O O 200 East Chestnut S uite #6 Sheet 100 SUnwater, MN 55082 Phone 651275.8969 Fax 651.27 5.8 O VICINITY MAP - NO SCALE: SYMBOLS: + SURVEY NOTES: dn�s � SECTION 4, TOWNSHIP 29, RANGE 20, O moleodusa _ ' CATCH BASIN WASHINGTON COUNTY .` C HEAT ® HYDRANT 1, BEARINGS ARE BASED ON THE PLAT OF FOX HOLLOW P.U.D. .net _ GASMETER SIGN 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. HWY. 36 60TH ST. " -.. FENCE ' ''? WATER VALVE 3. EASEMENTS SHOWN PER COUNTY HALF SECTION MAPS OR - - - - -• - - CONCRETE LIGHT PIxr RECORD PUT. OTHER EASEMENTS, IF ANY, MAY EXIST AND • DENOTES FOUND TELE(ELEC BOX ME NOT SHOWN ON THIS SURVEY. S ITE i 1 /2' IRON PIPE 4 CAS •mil 4. SITE TOPOGRAPHY HAS BEEN ALTERED DUE TO CURRENT 4, N \I A I o DENOTES KED SET RLS 257 1t /T IRO15 N OV #6805 CONSTRUCTION OF BUILDINGS AND UTILMES. PIPE MAR CORNERSTONE C EXISTING LEGAL DESCRIPTION: I I LAND SURVEYING, INC i Lots 1 and 2, Block 1, Lot 1, Block 2, Outot A, Oudot B and CALL BEFORE YOU DIG, O > i Outlot C, FOX HOLLOW P.U.D., on file and of record in the \` h I a p TR EE COVER BASED ON oRTHO PHOTO Office of the County Recorder, Washington County, G op h er St a t e O ne Call 1 53 ' 8 9Y' \ 1 I Minnesota. � TWIN CITY AREA: 651 -454 -0002 FILENAME SURV0103 TOLL 1_800_252_1,68 E XHIBIT 4 PROJECT NO. 1H03003 L__—_I_ °._� PRELIMINARY PLAT . F o x H p um DI KNOW ALL PERSONS BY THESE ington State Minnesota PRESENTS: That Fox Hollow East, LLC, a Minnesota Limited Liability Company, fee owner of following described property situated in the County of Wash, of , to wit: S Lots i and 2, Block Lot 1 Block 2, Outlot A, Outlot B and Outlot C, FOX HOLLOW P.U.D., on file and of record in the Office of the County Recorder, Washington Minnesota. Have caused the same to be surveyed and platted as FOX HOLLOW P.U.D. SECOND ADDITION and does hereby donate and dedicate to the public for public / ; , ,- _ , ,-' , //%/.1 - - i ,, 1- -I ;,1 / ' ; r / " i ! < , use forever the easements as shown on the plat for drainage and utility purposes only _ _ In witness whereof said River Fox Hollow East, LLC, a Minnesota Limited Liability Company, has caused these presents to be signed by its proper officer — — — — — , ; this _ day of ____, 200__. NE COR. SEC. 4, 129, 220, --, 1 FOUND WASHWCTON CO. ' Fox Hollow East, LLC _ _ _ _ _ _ _ _ i ' r ' -r- , CAST IRON nONU ET 1/ v1 1 / i I--1 1 /- e' i-- r- i /,/ i re I r-/ S89 °48'04 "W n ,,1 R/W rscReeP rr e0oc 58 — ___ 263.79 g' LTO OF DEED4 7ACE 55 - • o Jeffery G. Hause, Chieof f Manager. 9. — -- 2.00 0 � 5 z - • -7 - -- 0 0 3 $ � , % � - - - - I — - -- STATE OF 134.61 s2 ca 127.18 0 • l _ w n d�53 589 °48'04 "W "� `+ 1 - COUNTY OF ' N° - r N 8 _ 9 1 3 l9°E ---`9 < 12,74/..- 173.02 i - - - -, t The fo Instrument byJeffery G. Hause, Chief Manager of River Fox Hollow East, LLC, a Minnesota Limited Liability Company, b W A— 46 36 — __ _ e o S7 12 / g 147.01 0 on behalf of the company, was acknowledged before me this day of , 200____. • n N o° v. O 1 , n 6b02 of-� ry �• •l'O -1 10 I``` ++ OI O Oh (N r_,1• - - --. ; :. i j 4,, al m , Vl� n t ,, — b ZW r \ f ' eA I 447E U t L _ /OUTLOT C 1= --- V 1. {9 <._ ! _ ~ -'';','.1,'''' - " ` "''' • N 8 Notary Public County, o, l7 E ' f1 , `Q rol My Commis Expire C S 8C10 1y) 196'26° i 4,T,""144.,-,u � • L � ` . Da N / P 203 13 ` \ -- -- ) a -- — -LQT 1 S26t10 ` 10 t — 20 8 S app ..,i P e c , ° ( ' ` I hereby certify that I have surveyed and platted the land described on this plat as FOX HOLLOW P.U.D. SECOND ADDITION; that this plat is a correct - _ 5 76,5.3-4,,, 1 / V � i,„., 'S BLOCK � _ 75 —t_ 10 1 , representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly 2 N ( - 50 • • '•-36 ) = _ Y placed in the ground as shown or will be placed in the ground as designated; that the outside boundary lines are correctly designated on the plat; and that m 4, 37 6 , . ` 1 — � % 7'7,53 •; =6310 C I t n M ro "t tmce ' there are no wet lands as defined in Minnesota Statutes 505.02 Subd. 1 or public highways to be designated other than shown. T T ° ' 7 241 E ASE UTLITy O 10 L , N4.1,6",,, , i 9 /C.BRG.= N32 ° 30 "46" NOTE SE fENT � -- „• ^ N. . ... . . ........... . ..,.. „ 03 ' / / •— ''' • Daniel L. Thurmes, Land Surveyor, \ ..� / o' 6 h k 575 I a 13859 �k \ • , ,' p k y Minnesota License No. 25718 - \\ LOT 1 Z N o ' / // -b0 ';eo -v aC ' o DR AINAGE AND y0. \ BLOCK 1 'T A _i5-'., 4 vk uTL1TY EAsereNT STATE OF C.BRG•= \ I _ .. */ 1 ,-• n,; 2 / \ - wn�ar A OF COUNTY OF 5029715 7 - N /., °o . `t.- o L= 172.79 - , The foregoing Surveyor's Certificate was acknowledged before me this day of _____, 200____, by Daniel L. Thurmes, Land Surveyor. , .., .., .., ' 1 ;< ', „IOU 1- R =55.00 L.-- J e`'w)/ • 29.33— m: N O G : • A=1 80 °00'80" J ? // N89 %3'19 ° E ; - -- pe�� _ _ = Notary Public, County, // / 0v- 44 ; .__ se EAS ou T rH ONC3 t►r: OF oU.D OUTLOT A My Commission Expires / / / ". I I . • L –/ y 3 �� �— g 252.20 g t % ----„i t 184.84 183.87 I I —'' __ 68.3.3 -'� I I • _-- - -- - 437.04 / I CITY COUNCIL OF THE CITY OF OAK PARK HEIGHTS / I - I I I I N89 ° 13 1' 19 "E I This plat was approved by the City Council of the City of Oak Park Heights, Minnesota, this day of____________ , 200____, and hereby I I I I I I " ,— „ / I certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2. / , -, .. ., I I 1,1 . , _ d t I , ; I By , Mayor By , Clerk 0 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: NOT TO Scat F) WASHINGTON COUNTY SURVEYOR NORTH Pursuant to Chapter 820, Laws of Minnesota, 1971, this plat has been approved this ____ ___ day of , 200___. 1 i 2 ° By — , Washington County Surveyor By _______ 0 40 80 1 } BEING 1 O FEET AN WIDTH, UNLESS OTHERWISE SLATE HIGHWAY N0. 36 WASHINGTON COUNTY AUDITOR /TREASURER INDICATED, AND ADJOINING LOT AND The ar e no delinquent taxes, the current taxes due and payable for the year 200_ have been paid, and transfer has been entered this day of SCALE: 1 INCH 40 FEET BOUNDARY ONES AS SHOWN ON THE PLAT. 60TH STR: ET NORTH ___ __ _ _ 200___. SITE EASEMENT NOTE: SEE UNDERLYING PLAT © — — OF N ,_ , Deputy DEEDS, PAGE 265 AND BOOK 312 OF ' \I ' z DEEDS, PAGE 729 FOR LOCATION OF 0 EXISTING EASEMENTS � \ I ° ` Z By WASHINGTON COUNTY RECORDER Washington County Auditor /Treasurer By_ Document Number • _ a _ I hereby certify that this instrument was filed In the Office of the County Recorder for record on this day of , 200___, at ____ o'clock • S FOUND 1 /21NCH MONUMDYT ° (1.4; Z ____, M., and was duly recorded in Washington County Records. MARKED MARKED R.L.S. 13774 UNLESS OTHERWISE INDICATED. p , (NO SCALE) Y 9 p DENOTES SET 1/2 INCH X 18 NO INCH IRON PIPE MARKED R.LS. - --_--_ , Washington County Recorder ______ – _ __ __, Deputy 25718 UNLESS OTHERWISE \ \ 55 i \\ a - - -- INDICATED. THESE MONUMENTS © WILL BE PLACED AS SHOWN , 1 WITHIN ONE YEAR AFTER THE RECORDING DATE OF THIS PLAT. 1241 CORNERSTONE L _ - - �_ — f - - _ J THE SOUTH UNE OF OUTLOT A, EASU D P.U.D. VICINITY MAP EXHIBIT 5 LAN S lJ RV EY I N G , INC I N C ASSUMED H TO HAVE VE THE SECTION 4, TOWNSHIP 29, RANGE 20, BEARING OF NORTH 8913'19 °EAST. WASHINGTON COUNTY DIP WATER SERVICE - w HIGHWAY 36 EASTBOUND LANE w J - - J w m V cr f EDGE OF EXISTING ASPHALT 0_ U N O LL CONNECT TO EX. WATERMAIN 0 Z p 0 8' GATE VALVE AND BOX. 5 N D_ w IFI EXISTING WATERMAIN -• _ -• -• -• -• -• . -• - -• -JA-GK CT EX. W TERM . - ._.. -_. _... _..._.._ w \ • - -• -• S 16" STEEL CASING. 0= p _ _ _.....•. -._. _. - .._..• �......_. .. - SEE DET4LLSHEE7 _ - Lo M O EXISTING SANITARY MH 28 I I MATCH EXISTING ASPHALT ELEVATION EDGE OF EXISTING ASPHALT N p 0 \ RIM :873.54 I 60TH STREET NORTH END CURB AND GUTTER VATH 3' TAPER N W1 N _ ul ,l _• -.• _ -• -- - IE= 8873. I - (TYP, EACH SIDE) \.A \ \ I I /-- --- -- --- - - - - -- g• WIDE SIGN EDGE OF EXISTING GRAVEL ' p a 0] (0 0-- -..-. - -- II SIDEWALK , _ - �- EXISTING HYDRANT ___I.E EXISTING SANITARY MH 2i� 1 1 R =15' (TYP.) �1 - N RIM =873.42 I I ® - _ �_ __.- �__.- ..___.._...... -. ............ .........- 1---- -►-- -. S2 . = 5.70 I �..- _.__.. _.. "......_.... I. ' ---- - a g - _ ��' 1 1 24 LF 8' DIP C1.52 // i �l --T -I 857 . 88 Q Q Q O \ '' °� I 1 • ,. -. �{�- 10' SET BACK PR OPERTY UNE _10' SET BACK t SCALE 1 " =30' m V) �n N p IN;A1 1 r' 11 169• - -_ -. - . 22.5' w EXISTING SS MH •/ ;ay 1 2, I ___.. _. I D 3 GATE VALVE ADD BOX (TYP. OF I) EXISTING SIGNS �I I - -- / 5 ' TNH HY =859.34 RANT t TO REMAIN > z p I.E. 847.00 9• LI 8 X 3 TEE 105 LF 6' WITH 1 >,..- w z w EXISTING SANITARY MH 26 II -- / I u ,1 - 95 LF " DIP W TE 1 o > SEE SHEET 4 , /���) - . . - - - . - - . . - - L fjySERVIC�- - - - Iv 1 _..... _ i z w O c� a ���!!! /// III P• . •ERtt UNE END 5' FROM BUILDING Y u w z -T )� j �' I _ R =3 F I PVC I ( - .- .- . 25' BUILOIN `• 1 ) a� 11 11' �O a w r - -- 1 1 4 / a s R =6.2' , - =9.5' R =4.75' SEE SH 7. 3. -� �� �- -'1 I t �� �, .fj - .- SETBACK HANDICAP PARKING SIGN (TYP OF 2) O U a a o ' 1'•i��'1Mill.. • /- I 1 i7L6= JiEDUCiR- ' '/Ar �� MH 7 10 1111 *I j • : B EXISTING o E XISTING SS MH 8 � � • °' �' RESTURANT w R� SH 5 v 9 LF 6 DIP CL52 END ',%FR BUIL -i' SEE SHEET 5 �� ����� �A \V A.,�,� � - �� , ) :ACK e� I w ddgg c @ SHEET 7% < p Z F APT. I ' / , Q . SH 4 4 �1��- 8 X8'' ' �, 4B�LF 4' Sc� - `- OfTlOE'Bl)tC1(N I t, a z w w �! BLD MH 26A � R =10' R • ` • iI (TYP OF 3'i ,SEE ' . (BY SEPARA'tE,C ACT 1 O , I �s/� / � : / ' 15. R> C VSANG N � '. I '1 . o \ � RCp =9. 01111 �t� �' i1 3. - ' • r4 � / I a o � R REMOVE AND REPLACE EXISTING 17 \ � �• \_ _ - . r.•. } L _ - -_ ASPHALT, GRAVEL, CURB AND \ • "'- R CP ♦'/�� ��qN •.� / /(�, ��/� �' t z w Fn O 1 1 G GUTTER TIERS.RESTORE TO MINSTALL 1 I 11 9 ' SEC SHEET S 1 I 1 .1,7 rj ` _ C � r � I , • I < . I I ..A� I • ' SILT FENCE a t u Q ' 3 0 I ' EXISTING, REPLACE LANDSCAPINq ,1 I n P , `� L. ` `� 6' 6' TEE R : }- / ��• •, Y • 1.0:3 ' TO MATCH EXISTING ) �I CU RS i � =" • r � �: _ p w cj F i ' . REIUC:' 10' Ay �_` !'� PROPERTY�I INE- SSS L OEAIL D SHEETED CURB w I I HANDICAP PARKING SIGN I , II ! O B Fq , / I S : • , TRASH ENCLOSURE AND CONCRETE SLAB .,(1-.- tt 6 O N I TYP. 2 VAN ACCESSIBLE' ,, iI 35 LE 8' SCH 40 PVC r �' � / / I (BY SEPARATE CONTRACT) p 2 I I ( ) I "- I LEE DETAIL SHEET 4* BLDG IS 844.00 BOX DE 1) AND .7.; 3 END 5' FR C / �.\ r ' 4r � EXISTING SANITARY MH 25 4 w CI O RETAINING WALL L - -- - (BY SEPERATE CONTRACT) 1i a II 5' WIDE CONCRETE SIDEWALK 12 L.F. 4' DIP 17.3 / F • SEE SHEET 4 i a o L .� END 5 FROM BLDG I / r _ SEE SHEETSSMH 7 w m 5' x II 1 ` -• CONDOMINIUM BUILDING R = 29.1' /� •, o F ..ii, / III- d Ii CO \ (BY SEPARATE CONTRACT) 18 'ir �1 42 LF -24" w w < z x ti r CLASS 4000 D RCP 0 29% O �� 'ti\ N '\ CONCRETE APRONS R =67. / TWp (2) 45 `\ IE S. = 842 = I- Q z V .j II A _• DEGREE BENDS IE N. = 830.00 z w • II i - TYP. (BY SEPARATE / I - - -I 5' DIA OUTLET - O I' \ \ \ CONTRACT) 146 CONTROL STRUCTURE SEE SHEET 6 10' B ILDIN 1 __ -.-- PARKING SUMARY E ` - � �� • RETAINING WALL 12 LE-24 4000 D RCP I � �� Q 29 UNIT CONDOMINIUM BUILDING i I f l , ' �. ELBA K Q .. RETAINING WALL (BY SEPARATE 0 1.0% RETAINING WALL (BY SEPARATE CONTRACT) H' REQUIRED: 2 STALLS PER UNIT = 58 STALLS II • 1 \ I POOL AND PATIO - PROPOSED REGULAR PARKING STALLS (BY SEPARATE CONTRACT) PIPE ENDS FLUSH CO 102 � "'�� l 18 LE - 24" CLASS 2 RCP 1n = 55 CONTRACT) II �I 4 BY SEPARATE WITH WALL FACE RE- 845.97 0 0.5% INV = 842.00 L,i PROPOSED HANDICAP PARKING STALLS = 3 II 1 (ONTRAC IE =842.00 SEE IE =842.18 FES. W/ T RASH GUARD Z p TOTAL PROPOSED PARKING STALLS 58 II y I I II 11,400 SQUARE FOOT OFFICE BUILDING (PREUMINAR ' " CLASS 3 Z Z D SHEET. I • p j i6,,,;;,(7, 1.0% - Q Z a I r FES tE = 842.01 IS XCEL ENERGY O_ Q ( I ,../ 6 LF -15" C SS 6 • PROPERTY J REQUIRED: 3 STALLS + 1 STALL PER 200 SQ. FT. = 60 STALLS ` I/ FES W/ TRASH GUARD PROPOSED REGULAR PARKING STALLS = 58 I I 1 ! 1 /O _ - •- •- • - - CB 103 / RCP O 1.05 U 0_ 0 3 = PROPOSED HANDICAP PARKING STALLS = 3 ! 30' BUILDING RE= 846.37 r" `' I Q J TOTAL PROPOSED PARKING STALLS = 61 1 1 /' • / `-- PRIVACY FENCE I SETBACK 1E-842 65 CB/MH 101 w r 0 4l /,� �' (BY SEPARATE CONTRACT) �'"� 1E...842.12 6 0 I Q J = _ I / " 201.5 ,,s. 1E-842.12 S - Id -J I 0 Q I I I /,'♦ . . - PROPERTY 1.1 E • ROPERTY LINE . . - - ' i 1 � � 1 (P 1 I I XISTING STORM POND REMOVE EXIST 21" RCP OUTLET PIPE Y I I FILL HOLE IN E NH WITH BRICK AND MORTAR. O I !I I, I .11 1 I I' REMAIN j I INLET TO R INLET INVERT = 831,34 f - I , 1 . „ 1 1' 1 a. 4-. - . . ' EX. FES. V, = 842.10 1 I 1 i l - - r' .. L . LY ± 1 i I :112....2_,_, ii:a1. ,/ r - -- -� r- -- r- --1 I i II Ij EXISTING EXISTING xISTING EXISTIN� EXISTING EXISTING I EXISTING EXISTING NOTE ( I TNANHOME TVANHOME TVANHOME TWINHOME TWINHOME TVANHOME Ii TWINHOME TVANHOME I I ; ��, �� l I / INVERTS AN 1. CONTRACTOR SHALL VERIFY t L UTILITIES FOR LOCATIONS, SIZES, GOPHER STATE ONE CALL 1- 800 - 252 -1166 ) I p TYPE OF PIPE. II I I i I I Ij I I 2. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AND CITY OF OAK PARK m E%. STORM MH m I ! I I H EIGHTS PRIOR M AND 1 1 ra u =85392 J / PROTECTION OF PUBLIC TO CO AND MENCING PRIVATE WORK UTILIT SHALL BE RESPONSIBLE FOR THE TIES DURING CONSTRUCTION. c c o I i 1D I I 1 II j ! I r / / \ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ALL REQUIRED o -- II ' L J / \ INSPECTIONS WITH THE GOVERNING AUTHORITY HAVING JURISDICTION " z m I: r I II ` / \ OVER THE WORK TO BE PERFORMED AND ACQUIRING PERMITS. Zz t.,,, L I/ ,I L - - - - J ; / / / \ 4. SEE SHEET 4 FOR TREE REMOVALS Z o • 1 EXISTING r J I l i DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ; 6 a - T L. - II 1- ' EXISTING 5 z 1 m 4, I 1 _ J { \ TVANHOME 6.) RESTORE ALL DISTURBED AREAS WITH 4 MIN. SALVAGED TOPSOIL- o R .. J i II f, \ / / SEED AND MULCH AREAS PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 3 c x xx 0 7 h < r I I - �` =R„ \ / 7. BURY DEPTH OF ALL WATER MAIN AND SERVICES SHALL BE 7.5 FEET MINIMUM / - :° IS" I I U I 1 H \ / UNLESS SPECIFIED OTHERWISE . / 8. ALL EXISTING TOPOGRAPHIC AND SURVEY INFORMATION WAS SUPPLEID BY II • ` \� I \ \\� / g. SAWCUT EDGE OF PAVEMENT TO BE REMOVED Z / CORNERSTONE LAND SURVEYING, STILLWATER MN. cn - I - I W I \ . - - -� ; I 10, ALL CURB AND GUTTER SHALL BE MNDOT B618 UNLESS OTHERWISE NOTED. 4 / ' . W Z EXISTING ! TWINHOME I "' -- -.. -- - - -- -_- - '" -- "-- - - _.-- ` - -_ - _ � - " " - - "_ ti\ / 11. TIP OUT GUTTER WHERE DIRECTED BY ENGINEER (7 H z I 12. ALL SANITARY SEWER PIPE SHALL BE SDR 35 UNLESS OTHERWISE NOTED. C/) U EXHIBIT SHEET NO. 2 OF 7 • i GRADE BUILDING AREA 8" BELOW w FINISHED FLOOR ELEVATION 5' I- BEYOND BUILDING FOOT PRINT. W C] -1 W CD CVbt VF GM, IIN. A9YMAL1 CK V W _- __ _ 860 - -- __ - __----- _- --_. - - - - - -- ---- ---- ___ - -._ ._ - _...- _ ..... -_/ 1.7) O Z 0 O - - - - - - - -- 670 - - - -- -_. -_. -- _. ._ - -._._ - - -.-.- O W * �- - -.7; - - _ _ _� - _� -• -.r= - _ - --tea =• _ - - - -- --- -_66p- O • _ _.... - -. -.. -_. -- . . -. - -r I fi / ' / _ .. I TEMPORARY CONSTRUCTION - I �/ / _` p M p C7 I I I / __ I (ENTRANCE 86'.0, I I = ' I � _ =..._ _.. pi �. _ ' e' I / U M 0 \m a . I _ aa,. J PIfOPER _ _GNE _ / --it- "IIrF I ¢ ¢ ¢ o p NOTES: , ) / 856 , 861 0' \ ■ / �. T� RE a NIGNS cx ' to / � fi i `3 1 / o M I SCALE 1 " =30' w i. CONTRACTOR SHALL VERIFY ALL UTILITIES FOR LOCATIONS, IZES, I , • ' i � - _ i '� % a• 1 / Z j 1 INVERTS AND TYPE OF PIPE. (GOPHER STATE ONE CALL 1 -: -00- 252 - 1166) f �s r ( _ / I ' P r � I " EI 0 - � �' - _0 _P _t� \ -• • •• ••. • I \ I __ _ _ m w z 2. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AND CI OF OAK PAR 00-252-1166) I 1 � " � , , -- I o / ~ / 855.9 g l • • ' - 4.61 s / v _ \ I, I 1 / I + - m o I- HEIGHTS PRIOR TO COMMENCING WORK AND SHALL BE R FOR THqq �r P �! '� 815". ,� � to % - ;; � 1 _• \ I / i Y w i 1 T 1 ` , r E- -.c 856 41 _ r PROTECTION OF PUBLIC AND PRIVATE UTILITIES DURING CON •TRUCTION _� 5.60 -$ ( 3. ONTRACTOR SHALL BE RESP ONSIBLE FOR ARRANGING ALL 'EQUIRED I / 855:6 - / - �' '" • - ��7F85Y•�tr -' w ° a a o NSP ECTIONS WITH THE G AUTHORITY HAVING JURI•DICTION * -4. 1 rj ■ } V ER THE WORK TO BE PERFORMED AND ACQUIRING PERM! . / �� � ' VAV A� ' ,�_ 8 6.5 U / I ��� 12 `�.� �'� V A A /i : � NA P �% " . V \ S I - _ 856 I I �� / 1 e O 1NG @r v (i 4. CONSTRUCT BUILDING PAD IN ACCORDANCE WITH THE SOIL ; ORING I' - � - 5. 7 �7! �� �` --�5551 '52.80,0 ON C?)v I I / mew EPORT UNLESS OTHERWISE SPECIFIED. ( I � F •1:Eva -�',� oz 1 ( €/ °�>`���•• • � .4 .` 854.8 �i! r � i k„�in•' �„:. l ( w z < c7 ti 5. ON TRACTOR SAVE TREES WHEREVER POSSIBLE. VERI ALL (I. ,t �/ `� /+ _ tS ' % \ • m zN . le/ �' F� ,� . DRAINAG D UTILITY EASEMENT (TYP.) I a w'>' RE MOVALS WITH SHALL THE ENGINEER AND CITY. ...<_ ........ / t °1�� - e '` ry ��� 854 044,- •• \ •� • ' ?� - •, n III ; q# �`�A \ \���, �� ,► Ii r� •• •�1' > �I ro _ _ _ _.. ¢ 6. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NO ED. I 1 I / ; 1 59.0 �� � W 2x / / 854.3 % . . ' . $4:• � • �� • �� IF,S � e� y l , - ,� + � / '-._ .... ; o 1. u. } 7. R�STORE ALL DISTURBED AREAS WITH 4" SALVAGED TOPS01 I� I ( ��` '`�' /• 24X '/ 'I , �Ci'i� r � ' I, \ \ EXISTING EDGE OF GRAVEL Iwo � � I ` - `•�� ; � � \ PARKING a to a Q S$ED AND MULCH AREAS PER SPECIFICATIONS UNLESS OTH �RWISE NOTED. • i .I I •' �V�/' � ` by , , � ` , \ PR OPERTY L i C I I Z I 1 I / •s 1 . �� i. - _ 650_- N rc INSTALLED WHERE SHO OR NOTED fig I a illf 1> -\ I } \\ / i,,. � '�\ � 41,-,::-...-17: _ I 8. EFIOSION CONTROL FENCE SHALL BE aw I al THE DRAWINGS PRIOR TO START OF CONSTRUCTION. 1 ----.,I / • I �24� \ \ \ \ \ \ \ 9, / .. 4- ' - ' --------- I / • /`� • ," • : m _ / • •'. =wra 84 , _ _ a o r_ I 9. ER�SION MAT SHALL BE INSTALLED ON ALL SLOPES 4:1 OR STEEPER �I I �ppp @' \ \ \ \ ` - 1 I / CONDOMINIU ` I 4 6. g • N oV \ U Atli) IN DRAINAGE SWALES. E m - A I I / BUILDING / ";'a V I i l y _ F rc y V) a - -- x i t, -� 1 /,� ., \ FiA 6., o o I (BY SEPARATEONTRACT) j -_ I ¢ 10. TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE INS • LIED IN \ 4 \ I �0 Ff' �A E ICEVEL = 847.0 4f •, %/ • � \ N \ \ \ \ ►� � '� ~ w � � � w LOCATIONS WHERE CONTRUCTION VEHICLES WALL EXIT THE SI a6�1 �� j j ` \ L \ \ \ 6, I \ F. MAIN L 860.00 •' r � 4• . . " \ \ \ /'�° F'� 111 "' - } j • w \ \ \ \ 847 %846. =� �� 0 =Ir \� SILT F ENCE m O F E L L ¢ 11. REMOVE ALL SOIL AND DEBRIS ON THE EXISTING ROAD OR �� 5. \ \ \ Baa- - - 8 • / %C�, N ' • • ' t0 ' APART z M w Z . PAVEMENTS AT THE END OF EACH DAY. I ! � \ \ \ ", \ � _ - . �, / - \ a, `' x r < i w I - L} - / I • ' ,• 854.7 \ - - - � WL E L E � 8 4 \ i cr '� �. I B4 7 12. PROTECT EXISTING PROPERTY PINS. I 1 - � S W T ER D ` R � 4 y . m � VU ;' 13. INSTALL CATCH BASIN INLET PROTECTION AS DETAILED ON SHEET 6. I/88i- - - - % 1 ,,r \ •' -- \ RE3AIr,�NG WAIL 4 °ds" _- BO •N.E \ 3 � h } 0 >�1 j 1 f I / I ( k " \ \ \ �� r siw -83 _� � ra e � 1 � n i i 1 Q J ff - - - :, - + w s @ r y m 1 t r r . PROTE EX. MONITORING WELL Z W d I _i t \ ili / } .. '1 \ ' \ \ p - '� a 47-'4 r °a -_ 40 r 44l'• ` ''''''' - r i m F `S O U J = GRADE BUILDING AREA 8� BELOW ! '- --..,, _ , ¢1 r " r a' +aeae a 7 - 4 y i.-1 �- < O O; C7 FINISHED FLOOR GARAGE LEVEL -8611 I d " .._. - .3._. •. 9.7 % ,ar r e« i pi .i- o , �® $r yi:a ' .,. 2 e� �> `` J� E Z 1- 3 ELEVATION 2' BEYOND BUILDING ' -- 3 �• RETA ININ G WALL (BY SEPARATE CO NTRACT) • } /� U.7 ‘ } wr :41,:1 _. . . _ .� h rs gif j '.ri• cn Q Z 0 2 FOOTPRINT. PROVIDE TEMPORARY j ,�. - _ - -....i Cai:` y rr � ya y ycy r . aw y r to 0' J MEANS OF DRAIWNG AREA TO I I • 1 - - -",._ "•t gr ; e5r, yAr�rsy' _ d` le -'.- " 1 pe ®yy e . r : � % 10' WIDE EMERGENCY OVERFLOW SWALE W 0 O J< STORM WATER POND. I _ , II ._ -- - rz l, y a s..a y e _ . C a +t ,, T O o O {v�r.�.".+ -ag. ,,,� .• --.. _ . _ •i rr' " -,�. �eA �! * r � '.ri ,' ✓:4xi C' T P RIP RAP 845.. E TAI 2 • / / ... � __ - ' : �� y ' � °� �-- ... ..., '- _ VERIFY�THAT TOP E OF RIP - RAP SS 6' O LOWER< I (j O 8d P�,,.. -'- - �`- - - - - ,,..---7 - PROPERRTR '. • THAN BOTTOM OF EXISTING DRAINAGE w Z_ _ O Y r I / I __---7-..i: . • LINE 1.8 I I � . I/ 1 .z: _ 1 \ \ f I- ,- -m SWALE. S 4Q I I I ! I - _I 56 - \ - I f I SILT . FENCE . _ - _ I. - ._ �_ \ i ( \ I !n < a O (7 W SEE TITLE RIP RAP EXISTING DRAINAGE SWALE SHEET SEE DETAIL SH TIME OF SURVEON SEB EXISTING POND A7 TO BE PRESERVED. . . XISSNG STORM POND INLET TO REMAIN i EX ELEV = 84210 865 m G GROUND - - PRQF QSFA. GRADE OFFICE B 11LDIN EXISTING 855 m n r. .... 'T . OP_OF' WA = 849.2 F F. MAN LE�'EG =' 853.00 8 F.F. - 2 z cm4 LL . PROPOSED MADE _ _ / --- _ _ __ - -t_ __ • 4 _ ROPOSEO GR WE ° v z � : i / 855 60 F MAIN LEVEL 860 0 : 860 r r , : H l = 845.44 i / // ..... _ QO" \ -- - - \ \ N yV' z p o NW 842:0 _ . _. _ _ ._ - m I 8 45 A _ 84a - 50 : . . : F F ARACE LEVE = 847,0 • - / . - . ' 850 N i 1 "" . . ., .. . . .::: _..... , p p f BOTTOM ELEV w 836 0 - - - - -- - - PHASE I GRADING TEMPORARY PRASE GRADING - TEMPORARY ✓ • w \ i 1:1: SLoPEI FO : 1 : 1 . D• R O.OPSOIL, SLOPE. •MPOR ... 840 \� .. ER 051DR MAT PSOIL. SEEC. ANO ' SL • • TOPSOIL, SEE AND A.5 FXiSTiNG GROUND 5 8 i ER• „ • MAT ..: PHASE 1 CRADINC TEMPORARY 1:1 - - - - - y SLOPE TOPS0L, SEED; AND _ - r RETAINING WALL :... EROSION MAT : - CIS Z R4 . JIFFIGE RIID oING I PCW1) 9FR11 Z W 825 i . . . . . : 825 830: : . . _ : 830 `� ° I "'` z 1 ",1 865 W SCALE 0 SCALE 1': =10" 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 SHEET NO. 3 OF 7 CO BERET NTH PROJECT LANDSCAPE ARCHITECT PRIOR TO _ , - _ - __� - --• GENERAL NOTES PREPARED FOR: • - 880 __ -_ -_ -- -- __- -- --- - - - - -- . -- - -- 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL TWO BUSINESS DAYS PRIOR 70 EXCAVATION - AND/OR CONSTRUCTION, FOR UTLITY LOCATIONS. TIM CITIES MEND AREA: 651 - 454 -0002 OR TOLL -FREE: JEFF HAUSE _ -- -- - _ _ _ - -- - _ __ --- - - - - 870 --- - -_ .-- -- - -. _- -- -- -- --- -- - ._ - _ - 1- 800 - 252 -1166. - - --- - - - - _ - - _ - - WAS H. CO. = ._ 4 CA RIVER VALLEY RENTALS, UP - -,- N€ - 'C- SEC. FEN MHO EE LOC a E1nu uD THEE 2N0 S T AN APPROKIMATE LGCATKxN ONLY AN -- - - -- - - -- '-_ - - - -- - - - -- - ---- - - - -- - - - 8 DR MCxcwC C ThASCTc c SHHAU UO v¢R T Is L ID V�t a %E D coR 1937 S. GRE UN 55082 - - ST. -'-- - -� _- -- - uTJT(S AND TOPOGRAPHC FEATIMES PRNM TO START CF 511E EXCAVAT ON. THE NTRACTOR SHALL STILLWATER, �1I� _ N.--..,) , -'- - T-� - IAIMEDIA NOTIFY THE PROdCT MANAGER OP ANY DISCREPANCIES qi VARIATIONS TR PLAN. ' -- - - ' 3. THE CON1Rg2 AglEES 70 BE ULLY RESPN�LE FOR ANY AND ALL DAMAGES NNgI =LI 6 0 H STREET NO RTH I , OCCAS TI NED BY ACi 1 [ FAWURE OF THE F CONTRACTO TO E UC LY LOCH E AND PRESERVE ANY EDGE BIT UMINO US 1 a 4 UNDERGROUND UTILITIES. 7 . EXISTING SURVEY INFORMATION PROVIDED BY CORNERSTONE LAND SURVEYING. INC. 200 EAST CHESTNUT I / /// / ` I 1 I STREET SMITE /8100 STLWATER, MN 55082 PH: (651) 275 -8969 FL (651) 275 -897& EXISTING \ / �— TOPOGRAPHIC N FRONDED BY EER ERSONE AVEI1NG, N. RBOJR/ONEUR Cp i$b0 � � ;D � M C P a g �{. ��9 / DES[N (XigW SHALL NOT E RESPO NSIBLE FOR NN ACC ACY S1R OF RSORMATI FRONDED LAD BC Y OTIffRS. • -/ - - - _-- ;� LANDSCAPE NOTES �� _ / - I 1. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES P TO COMMENCEMENT SRI HOS RESTORED OF AD GRAGRADING _ - -� 0 MERATNINS AND MANTAN UNTL ALL AREAS ALTERED ON THE STE HAW BEEN RESTORED. � , r _ - - i / Ima / ` ' i • -�� i �- 'il ( / __ -___ 2. CONTRACTOR SHALL MONDE A MNNUM FOUR NCH DEPTH (CTWACTED) OF TOPSOK TO ALL AREAS ! \ � /' I _ '_ �_ .i --- �_ DISTURBED. • / r'� ----- �� �_ \ �� �•` f� \ / / / �� I ' I ` /" '_ ' • \ \ \ \ 3. ALL ChA7RUC710N MUST COMPLY WIVAN CITY Y OF OAK PARK HEIGHTS CODES AND ORDINANCES l , / �- 1 ! �_ _ / \ 4. PRESERIE EXISTING 1REES WERE POSSIBLE � jy I. ��I� ` / l& 41 \ Am / i .� \ \ REMOVAL NW �' I ./1 /7�� - J r \ \ / • `► A`_ ` S N GRADING, DRAINAGE 1 I �` / / REFER CR NAGE A EROSION CONTROL PLAN FOR LOCATION AND NSTALLA7NIN OF EROSION onwii � / I CONTROL MATERIALS AND APPLICATIONS. ■ Ft \ `rrV/ •I , _ --_- -- _- - -� _ I - - -- - �1 \_'` / \ \ \. ✓ „r: ! •1 6. LANDSCAPE EDGING TO BE 4' BLACK PVC. / 7. REFER TO TH EE L2.1 FOR PL � Nf!♦. � ,� ' ��' \ �� �� � �� �� � \ \�� PLANTING AND STAKNG DETAILS AND SPECNGTIONS. �! Ir• „ � . I �' \ �� :� \ �\ EDGING(TYP.) \ n 8. MULCH N PLANTING BEDS 5 TO BE SHREDDED INROWOOD MULCH 3' DEEP NTH NO WEED BARRIER F'L' .I 1 � (_ , � \ . 9 " `, 1� ( FABRIC. ) 4 j �. / I , f/ I / \y (�, I� 9. W OWB Y CONFLICTS OCCUR BETWEEN PPLAN AND MATERIAL MATERIAL SCHEDULE THE HIM 541 TAKE /� II I ?• I 1 + Iii��: i ! � SOD AND IRRIGItPON LIMIT (TYP.) / / S / / 1� �i i� I ' �: - \� PRECEDENCE OVER INTERN. SCHEDULE , ” 4 \ I ✓; I\ I i �O / / �� I I ' \ �' Pc(s) I lo. ALL AREAS DOTSRBED FROM CONSTRUCTION ACTML1ES SHAD BE RESTORED TO PREEXISTING COMMONS. .._ - • / _ y / nit \!i rnr 1 � �� / �� ^�� . 11 A ONE- ROLL - . HOE SIRUP OF SOD T WLL BE PINED MOUND ML AREA OF CURB N Ml SEEDED @�' _ 's§ II r� / - _2-� ' 141 L ! \II �,I� ' , . i � ��I � ��� u �. T � MFAS � dt ° Y �, !. \ 12 DURING CON THE CONTRACTOR STALL NSPECT THE DIME SITE AT LEAST ONCE A WEEK AND ) �i� I\ � ' i 1 � 1� \ t I-`I � ' I� . \ � ' � C (' 4 \ �'- 1 ` FOLLOWING ANf MEASURA&E RMNFML EVENS FOR SONS OF EROSION MD SLTplGWASHED OUf TURF ANTI � :: I;\ \ ( , * 0. , „ , i� � l�' I �� �Ct OSED OF `" � \ i RC(11) TITHER DAMIGFD AREA SHMl BE REPMRED MIAEDN7D.Y. - 1 1 ;I /II ,��I - „-- .� SOD AND IRRIGATT(TYP.)�C' \ 1 / I • • -- -- I I . �i r - -B(5) 5) _ - \ a \ "---. ' LANDSCAPE MATERIAL SCHEDULE - TREES _ I 1 : a i =_I j % I \ -' I p J �- ` 8 4 & \ \ I I - -I SYMBOL I OTT � ITEM DESCRIPTION I SIZE /COND. I COMMENTS t r, 41 i q �� �i _ I . /` / ` `� ' � , b / �� II / �� t� ��� 1 O �I QBB(7� a r su4Mlr AsH 2 -1 /z' STRAIGHT LEADER 0 ( I \ 7 I / / i �\. \ I x - \:.T_ . D -. \ ,F• _ • FRAXNUS PENNmVMKA ' SUM MIT B k e , 1 [ / / / • I ,1i i i� • 8 �� W� ` _•, j ,, 2 NoRn woods M PLE 2 1/z , ALFR RUBRUM 'NORRIWOOD' B k B STRA ' 5 %N OM 2- VP SIRAIGIR R � OUERCUS PMUARS B k B J I SOD AND CIRRI TION LIMIT (TYP.) r , �_ 5 ��Ykkk \ / �. -�_p\ A/U GF$( :) - -_ \ i _ AMERK.M R LNDEN 2 1 2 ( I / I / ' \ \ / ``. N '\ / i e•S(5) I -E . i �f- TIL4 AMEKANA B k/B STRAIGHT i HEREBY CERTIFY THAT THIS PLAN, ✓ '� / i ` I i �I , • - � / ' - PREPARED BYTIOONN, OR OR LANE REPORT DIRECT ULY // \�� \ \ \ \ \ / �`—`_� � � \ i / / '' 1 �) ��/11P ' 0 PRABaE CASCADE WYLOr / DI WAS 7'1 \ 2 1 2 3 STRAIGHT LEADER SUPERV51011. MD Ai I D I/ 1 \N\_,,, \\` \ - \ :\ \ ` •1 ® SAL E RE CRABAPPLE CA I k B O • REgSERED LANDS A�ECT UNDER THE LAWS OF T MNNESOTA. / • � �� � / I �\ \ ��„ ' ` l .. � PRANIEFRE CRABAPPLE 1 • M e; \ -\ 1" /� 1 . \ `\ �(.� 7 � IS 1 -1 /2' SPECIMEN 4 5 1 \� \ (.'` 1 YALUS 'PR.VPoEFIRE' B k B Q 4 4 G � � PR \ v w � ; Y S • \ �\ 9 U COND MINIUM ` ,' . \ - KuLATa NoRY sue :1:7; FULOFON �-L 1 1/z nF \ \ i t ,� J' -f <J sn ucr; REr .� E aawTUB \ \ L. - �� \ \ \ ( I I 19 BUCK HWLS SPRUCE Q>O ' R , ! Y \ ' � 1 \ / \ \ c �` \ \ / I PICEA GULAG DENSATA FULL FORM TO GROUND T71WIm MIYE •� \ .` \ ' 1 • _/ � ' \ • - / -' � \ \ • \ I L9 \ � 14 CO LORADO SPRUCE 17 HT. OAEE• - ED. N0_ - • , / N i1 \ \ \ \ . . \\ ^ 5h - _- � \ I _ � `\ %CEA PUNGENS 6 k B M COLORSTWH HOUND T : ' \ \ \ / ` GROUPE 1� \ , • \� CBC( 5) .../// %/ I � �\ 4...... ii.. / ( / REV151016 \ \ N. \ ECG G X44- �'�'�� - . i� �� / LA NDSCAPE MATERIAL SCHEDULE - SHRUBS aB•+sosaEUNNEUUr11T `�. l� \ \ . a j \ ''\ ► hl l�� ��� i oEw aPlr wMaouar J • \ � 0 r� � ( 8 4 2 \ \ \ \ \ I �� � 1 � / 541AaDL I CRY. I rcM DESCww Bx I SIZE/COND. I COMMENTS -- 's ° � �� X \` i �';� \ . I \ \ • \\\\\\ \ / � � � ►�. DECIDUOUS SHRUBS \ �,. \ \ \ -1 I I \ \ - \ \\ \. \ \ - -- \ ' \ e % /` / AH 7 rE SMOOm C M8r EA 1B' MN. S ONES 1 1 _ --- � '', � \ \ �_ -- _ \ . - \ i �� �f: / � HYDRANGEA AIN30RESLENS 'MWBELLE CONT. I SHRUB ------ tell POOL FEN106 (SEE ARCH.) \ ` ------ \ / � \ �� \ 4 \ \• A ..,,,,/ I \ \ ' .A I 1 \ ,_ \ F \ , \ , I A � ( FS r;: 1 � ' ! \ .� 1 - \ t2 . Y ♦ __ �- I 1 1 \ \ , "1,,� '1 \ no 30 • / 4 b x 1 � �, \ ' S ) 3\- 1. CONI. \ a I C \ — % . � \ 1s `_ ,'�% \ /// _ ` COMMON PURPLE LIIAL 24' i / / / \ \ i \ A t 1 I \\- -.._ -- SORRIGATJ UNIT TYP FOX HOLLOW \ �% \ +� Rc n RED coRA eERm a p ` i \ �`� � __ ��,� _ — -- — — ; _ l 4,,-- ► SMPHORGRPO50RBKKA05 EON. P.U.D. \1 —' — V I p / =1 i -/ 8 SPIREA s BU4ALDA NOL)F us ti MORALE Sam • CPL(3) J ` 12• - � 5 ., 500 ,fir — 1 � \ CP S) �II� - \ F W1E' M. j �vll� 1 �� i t /: Ili 'I/ 1 `� ` "�. ,,. ,, ,A� 1��Iu �1 - / " I Pc OAK PARK HEIGHTS d. ;► T. \ / _ ■ I / Q tr PURPLE LEAF sGNO CHERRY 24 .!t ldls �,ri — �� �, , \ I %s I ` ` � 1 0 CONT. MINNESOTA i 'IIF .,� �: � I I PRUNUS . cISTENA ��� ``a _• ' 1 \� ( \ 1r 1 \ 1 \ \ � 1 \ 1 `/ 1 .\ (8C 35 BOSSY RICK EBERRf 24' ' � ” 4 _ �,� a� v. iii. 'i� - WASHINGTON __ - -_ I 1 •\ I ` - .- ... —. -- \ 'A -\�•' \ BKL 20 MAMF KIXNUN UTAC ,,•• COUNTY f -- 855 -\ I - -/ _ -- _, _ -- -- \ . - -- ,_\ ,/ 1 SYRINGA MEYERI 'PAUBN' CONT. „ Q CONIFEROUS SHRUBS LANDSCAPE -' -..-.-- 6. \ � b )Z) P A8',1 6' \ MEDORA JU NIPER 3' HT. - \ 2 \ 4 2 IUTIPERUS SCOPULORUM'MEDORA' BAR PLAN e sTA s '' / / / / \ PERENNIALS i EXISTING EXISTING % / \ sm 14 STEW D'o90OAYLNLY GAL TWINHOME I TWINHOME EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING \, I MELIAD STELUDONS • CO NT. D CHECKED BY: SPF JAIL TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME \ / \ / / i / \ DATE 07/19/04 EXHIBIT 8 L1.1 ♦ MARK 1W NORM SIDE OF THE TREE N DOUBLE STRAND 14 GA. GALVAR7ED PREPARED FOR: ' TIE MIRSERY, AND ROTATE THE THEE TO MARE WM TURN BuacE FACE NORTH AT T!E SITE WHENEVER REMOVE ALL DEAD GROWTH AND FEINT - — \\ '�y PO S SBLE. 16'X1 -I /P POLTPROPREE OR JEFF HAUSE FORM. FEMORA. OF IR To 1/3 of -, YE71111ENE STRAP • BRANDING STRUCTURE IS ACCEPTABLE 6' -0' INCH STEEL STAKE OR OTHER PLANE ONLY aQSSOVER TARS, WDONNANT APPROVED STAKE MATERIAL S AND at BEAD BRANaES. RAGING (ONE PER MARE). LEADER RIVER VALLEY RENTALS. LLP SoIE INTERIOR TWIGS NO LATERAL / 6' DEPTH NCO CHIP MULCH, 5' qA 1937 S. GREELEY ST. BRANS/ES MAY BE PRUNED: HHOMEIE . DO I6 POLY PROPYLENE CR POLYETHYLENE BRANCHES THAT EXTEND TO BUDS A( EDGE C _ NI STRAP (b 1,11141W.) NOT ( COA4R THE TaP a�ilE a STA.LWATER, YN 55082 BALL MATH SO4 THE CROWN WRAP TREE TO FIRST BRANCH (BEGINNING , �' NARS RYE NORTH ATE THE TREE 10 FACE A E OF THE ma N TIE � AT BOTTOM). ROT PACING ION . DO NOT COVER THE • NOR (REFER 10 Pf 9 ROTATE AT TIE E %MEEVER POSSIBLE. (DIE PER YW1E). ^ `tl OP SPEC aF THE ROOT BATE WIN SaL EAOA TREE MUST BE PANTED SUCH TAM I� PO0EN1 PROTECTION - - ; '� INK SOIL MOUND ROOT BALL BAY THE TRUNK FLARE IS VISIBLE AT 11E TOP 6 `' FIRMLY MATH FOOT PRESSURE SO TOP BE ROOT BALL Toot I' ABOVE ,� c5OJ J5 910001 SHALL HAVE FLARE ROOT NOT A TREES WERE THE 7RUR �, THAT ROOT BALL DOES NOT SHPT. FURS 5 NOT ARE 91N1 BE REJECTED. SURROUNDING GRAZE CUT ROPE FOR P HECHT UNLESS FIVE CANES A SPEC D DO NOT COVER TIE TOP BE THE ROOT BALL / BURLAP LOCATED AT TOP CF ROOT BALL j ' '� S� DM SOL Pof-� \ \�i TOPSOIL \ I 0 LANDSCAPE MATERIAL SCHEDULE. PLANING SQL (REFER TO SPECIFICATION). y DOUBLE STRAND GALVANIZED MARE MATH N MARES DO NOT COVER ROOT BALL VON SOB,. ARES .. LeI ( I \�/ II, 3' MN. DEPTH WOOD dw MULOI (REFER TIME (SEE STAKING DETAIL) ly�,E + *�1 - M 4" WOOD SLAKE. SET AT �` TO SPECNCA1wN) SGO 6' -0' PPM STEEEL STAKE OR OTHER U h l y , J - t.� ”GING (REFER TO SPE FO:N APPROVED STAKE MATERIAL TOPSOL w / ) +LI, ' I, UNDISTURBED OR COMPACTED ) 6' DEPTH WOOD QM MULCH, 5' DIA. YIN. 15 _ 2'%2'X24' VNOD STAKE SET AT ANGLE AVER TO LANDSCAPE PLAN FOR GROUND (REFER TO SPECIFICATION). DO NOT COATS L e R TOP OF BURLAP ON OLL BACK T BALL REMOVE ALL ROOT BALL WM SQL - <<= - TAW SOIL LOUD P00T BALL BAY •..Mar. Z 3Ti `�' R OPE. YALE AND BURLAP. PANE •.. .� V ":• • -gam ! t--- FIRMLY NTH FOOT PRESSURE SO THAT w '•—� I m I . ROLL BACK TOP 1/3 OF BURLAP ON ROOT � , ROOT BALI. DOES NOT SHPT. i R r TOP BE ROOT BALL TO BE 1' AeoVE V j, • `TLIRBED OR COLPACTED SUBGRADE • BALL 2' -0' (VIN t*'‘ MAN, 0 , f �.&" "` 7 - (MN) -\ ; ,.„. , �� _ , SUPRWNONG GRADE. CUT ROPE FOR 9 17 .Q -\\R�I /7 Y ' - 11MI IPA BUMP LOCATED AT 70 OF ROOT (� \\��N �' • • FABRIC (REFER TO '� \ A�\ V. �\ IMIC t ZN3T &TONIN?SW BALL, , X/��118G11� VE A PCFICARON BOLTON O ROOT BALL TO 9T ON BOTTOM OF ROOT BALL TO 9T ON a �\ - INC SQL 70 S ( ) UEX(CAVATFD OR TALKED SUBCRADE. UNE%CAVAIFD OR YAPPED ' ® PLANTING DETAIL — DECIDUOUS TREE NO SCALE ® PLAN TING DETAIL — CONIFEROUS TREE NO SCALE ()PLANTING DETAIL —SHRUB iTONG9RUBIO97 CADRE , NO SCALE WIRE OR CABLE SIZES SHAT BE AS FLOWS: NE OR CABLE 5171S SHALL 6E AS FOLLOWS: _ . • . TREES UP TO 65 MY (25) CALIPER - 14 GA TREES UP TO 65 YM (2.5) CALIPER - N GA PUNT TYPE PANT SIZE (UP TO MNEWN XEE WIDTH APPROXIMATE MOLE TREES 65 MM (251 TO 75 W (31 CALDER - 12 GA. TREES 65 MN (25) TO 75 MM (37 CALIPER - 12 GA /VD 80UDNIG) (LACES) DEPTH (LACES) ..... S B.B. 42 II MIEN VINE OR CABLE ONLY DOUGH TO KEW FOUR SUPPING. ALLOW FOR SOME TRUNK YOPAENT. PLASTIC HOSE ROTTEN WE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE OMEN I OPTION 2 4' B.B. 51 13 SHALL BE LONG ENOUGH TO ACCONLIODATE 35 MY (1.5' O GROWTH AND BUFFER ALL BRANCHES FROM DE MARE, STALL BE LONG ENOUGH TO ACCOMODDATE 35 MT (L5 OF CRRONIN AND BUFFER ALL BRANCHES FROM TIE VINE. 5' 0.0 60 I3 • EVERGREEN TREES 6' BB, BE 15 • TUC( MY LOOSE DADS CF TIE VINE OR GABLE INTO DE ERE WRAP SO THAT NO SHARP MARE ENOS ARE EXPOSED. TUCK ANY LOOSE ENDS OF TIE WIRE OR CANE NTT Tlf WIRE WRAP SO THAT NO SHARP WE ENDS ARE EXPOSED, 78.8. 72 16 8' BB. RI 18 V i W _ I A IB B a 102 21 . 1 L 60 14 14 ! \ \ 1 ���� 1 / SHADE t FLONERINC 1 -1/2 BB. 66 15 4" / ✓ 1 -3/4' B.B. Y BB. 72 84 16 * {_- \ f ` 1B p1F` - \` �AI TREE S A CES WY MARES PER � / TREES 2' B.B, 72 16 < { I, � HERE WANED EVENLY AROUND THE 13 MM (0.5') PA, TRUNK. 2 -1/2' Ba 84 19 DUSTIN NOSE { 3• B.B. % 13 MU GS qA � ' BREATHABLE FABRIC TREE 3-1/2' Ba 111 23 ) TRAP APF1ED FROM 1' B.B. 12fi 25 GALVANIZED TARE y PLASTIC HOSE v L FLARE ST BRANCH. EVERGREEN DRUBS S Ba 46 12 1 j. CR CABLE TWST WIRE TO 1 RAM FLAGGING OR O ER TWO-WALED PLASTIC • : • . II WRAP PAPER FRgi THE (UPRIGHT) WEN. GALVANIZED VINE OR CABLE VISUAL MANOR OR TREE SHELTER MATERIAL BOTTp W D 1 TH SUFFICIENT 4' B.B. 63 14 i WE TO TIGHTEN. TURNBUCKLES OR EACH VINE APPLIED FROM TRUNK FLARE 1 T OVERLAP TO COVER All BARK. 16 SPREAD B.B. 30 B W-Ir STEEL STAKE OR FOR TREES OVER ISO MM (61 FIRST BRANCH, III EVERGREEN SHRUBS 2' SPREAD BB, 36 9 OTHER APPROVED STAKE CALIPER. OP • METAL DIVE ANCHORS, MATERIAL 1 ) - INSTALLED BCOE(TRMABIE PLASTIC TAPE BIODEGRADABLE PLASTIC TAPE (SP EADNG) 2 -1 /2' B.B. 46 12 SPREAD B B I HEREBY CERTIFY THAT 1185 PLAN. ALL STAKES SHALL BE I 750 MM (301 LONG - 1 • F MANUFACTURERS ERECTERS. DEVER _ WOOD STAKE , 1Y CENT. 30 8 9PECfiCATIOR, OR REPORT WAS PREPARED BY ME OR 1200 Mil EDGE If R00ROOOT j (4 FT.) ALL STAKES SHALL BE DRIVEN A I ipp 15 CONT. 42 11 SUPERVISION, AND U T 1 DULY 1800 W (6 FT.) OUTSIDE THE EDGE G THE ROOT '; �� =-- .rra _Z•s.... 2' CONT. 48 -12 •}? BAIL. .. - +'?t - ��-,;.�. - 3' CONT. 54 14 REGS7ERID CT UNDER " " V THE LAWS OF T MINNESOTA. �r /� � j ��r" ' J . �w DECIDUOUS SHR A' CONT. 60 14 • a ►rErr1 /. maim /L �rb ?.2 mantel/at/ Yee. io 9 �i° �E34M... .. a� `'' .!r ■, v �.v,.::- .,:N_, '‘,.W.'&' , , i . 5 s B.B. 36 9 A 91 .aWo7: u14MV s' B.B. 42 i2 ,S ype ASST! THAT 1HE BEARING SURFACE OF THE PROTECTIVE COVERIIIC OF THE WOE OR CABLE AGAINST THE TREE ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVETING O THE NIKE OR CABLE AGAINST THE TREE 6' B.B. 54 14 0 TRUNK IS A BNNUA OF 12 MM (0.5) RUNIC IS A MNNAIN BE 12 MM (05) APPLY 11E PLASTIC SLEETING LOOSELY AROUND THE TRUER TO LEAVE A 12 MLI (0.5 ") GAP BETWEEN THE TRUNK I CONT. 23 7 a MEET SHE AND THE #2 CONT. 26 9 REMOVE ALL STRONG AS SOON AS TIE TREE HAS GROAN SUFFICIENT DE NT ROOTS TO OVERCOME PROBLEM THAT REMOVE ALL STAKING AS SOON AS TIE TREE HAS GROWN SIFFKHTIT ROOTS TO OVERCOME TIE PROBLEM THAT SEEING CONTANER GROAN RETUNED DE TREE TO BE STNS. STAIRS SHALL BE REMOVED NO LATER THAN DE END Cf THE MST GROWING SOURED THE 11EE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OR THE FIRST GROWING TREE %RAP SHOULD BE INSTALLED AT ICE OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAP. P AT ANTS 15 CO, 36 13 — M � - SEASON AFOR PLANTING. SEASON AFTER PLANTING. ARCHITECT. BUT NO LATER THAN 12 TENTHS AFTER PLANING • n CONT. 42 13 FI5 CENT. 51 IB Q REVISIONS TREES NORMALLY W NOT NEED TO BE STARED AND STRONG CAN BE HAINFO TO TIE TREE. STATING SHOULD BE TREES NORMALLY DO NOT NEED TO BE STAKED AND STATORS CM BE HARMFUL TO RE TREE. STAKING SHOULD BE ROES W10SE NORTH CREMATION IS NOT CHARGED FROM THE NURSERY DO NOT NEED TO BE CRAPPED EXCEPT DOE ONLY WM If APPROVAL OF THE LNOSCAPD ARCHITECT F IT IS EXPECTED MAT THE TREE WILL NOT RE DONE ONLY NTH THE APPROVAL CF TIE LANDSCAPE ARCHITECT F IT IS EXPECTED THAT THE TEE MAIL NOT BE TREES WIN VERY MN BAN. SUCH AS RED MAPLE SHOULD BE WRAPPED F APPROVED BY THE LANDSCAPE PLANT ROOT BALL HIGH N CLAY SOIL TYPE AA PUNT ROOT BALL AT GRADE N SANDY SQL CONDITIONS AELE TO SUPPORT ITSELF. ABLE TO SUPPORT ITSELF. ARCHITECT. 60 75 (3 ' ) STAKI N G CAL PER LESS NO SCALE 0 75 (3') PER MORE NO SCALE TREE WRAPPING DETAIL ®PLANTING HOLE DIMENSIONS NO SCALE OFCOL_JS R EVERGREEN EL5NBUC BEO PEPMATKN; AU. MASS PLANING BEDS SHALL BE RUED TO A meow PEE STAKES. IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO STE FINDIFWRC 1. All. SOD. SEED AND PLANTING AREAS INDICATED ON PLAN SHALL RECEIVE TOOK COVERAGE UNLESS DEPTH OF TEN ACHES TARTAN TIE TREES NO SHRUBS N AN UPRIGHT AND PLUMB CONDITION AT ALL IDES UNTIL 1W EIS. G RE OTHERWISE SPECIFIED. RE WIGATION SKIM AREA SHALL ROUTE THE PUBLIC RIGHT -OF -WAY (ROW) AINUA P AN1NG BED PREPARATION; PRONE I FOOT 6 SIERBE PLANING MN AND FERTILIII WM A 10 -10-10 PLAN GUARANTEE POD. R ESPECIALLY WERE VAOALISV SOIL OR TRIO COEDITORS IRE A PROPEL. F THE I. F THE LANDSCAPE CONTRACTOR PERCEIVES NIT DEFICIENCIES N THE PLANT SELECTIONS, SOIL BETWEEN RE PROPERTY ONE AND RE BACK OF CURB WERE NEW LANDSCAPED NPROWMENTS ARE LANDSCAPE CONTRACTOR PERCEIVES THAT PROBLEMS COULD OCCUR, IT SHALL BE THE LANDSCAPE CONTRACTORS CONDITIONS, OR ANY OTHER SITE COMMON RICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL PROPOSED. GRANULAR FERTILIZER PER THE MANUFACTURERS INSTRUCTORS. RESPONSIQUIT 10 SINCE NO/OR GUT TIE TREES ACCORDING TO TIE DETAILS ESTABLISHMENT, SURVIVAL OR GUARANTEE, THEY SHNL BRING THESE DEFICIENCIES TO THE ATIENRON OF THE LAN/SOAK ARCHITECT IN MING PRIM 70 INSTALLATION. 2 THE IRRIGATION CONTRACTOR SHALL VERIFY EXISTING AND /OR PROPOSED IRRIGATION SYSTEM LOCATORS FtR781ZATDFt ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION MATH THE FOLO%ING TYPES AND THEE WRA S WAPPING MATERIAL SHALL BE QUALITY, BREATHABLE FABRIC NEE WRAP RATAIFACTUED FOR PANTIES OF TERMER MOST N WM lE PUNTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS THIS PURPOSE ALL DECIDUOUS TREES PLANTED N RE FALL SHALL BE WRAPPED AFTER NOVEMBER 1ST AND 2 AFTER ALL UIUIES HAVE BEEN LOCATED AO PROPOSED PUNT MATERIAL LOCATION STALED. ALL OF THE 3. THE RROATOR CONTRACTOR SHALL BE RESPONSIBLE FOR PROTONIC THE FOLLOWS ITEMS WHICH ARE PRIOR TO DECEMBER 1ST OF EAQI YEAR REMOVE ALL WAAPPNG AFTER MAY 15T AND PIER TO JUNE 1ST OF PROPOSED PUNT MATERIAL LOCATION MUST BE EVENED M APPROVED BY RE LANDSCAPE ARCHITECT SUBJECT TO RENEW AND APPROVAL BY ME LANDSCAPE ARCHITECT PRIOR TO TRIAL ACCEPTANCE OF TIE SPRNG PIANTNC: APPLY 10 -10-10 GRAMMAR FERTILIZER AT RE RATE CF TWELVE OUNCES PER 11113 TO (FREE EACH TEAR KKR TO ANY EXCAVATION. PEPS NCH CALKER TREE. AN) 93E OIANCES PER SHRUB. A. A SOP GRAVING ILLUSTRATING AN IRRIGATION PLAN WEN INCLUDES PPE 92ES, FOX HOLLOW RODENT PROTECROA: PROVO( OR ALL TREES EXCEPT CONFERS UREA OTHERWISE SPECTRE) ON PLANS 2 1 ADJUSTMENTS N LOCATION OR PROPOSED PMT MATERIALS MAY BE NEEDED N THE PIED. RE READ 11PF1 SPRAY AREAS, VALVE LOCATIONS. SEEDING LOCATIONS BLOW OUT NA F F Aunty FORE WN R M GRANULAR APPLY 0 -20-20 GRAR FERRUZER AT TIC RATE OF LANDSCAPE ARCHITECT WIT BE NOTIFED SHOUD ANY ADJUSTMENT BE ADVISED. VALVE LOCATION AND CONTROLLER LOCATION. TWELVE OUNCES PER TNT TO THEE OUCH CAPER TREE. AND 9X OUNCES PER SHRUB. B. SPECIFICATIONS AS A PART OF THE SCOPE OF WORK WHEN BODING. P.U.D. 4. NO PLANTING TO BE NSTAL ED INK GRADING AND CONSTRUCTER HAS BEEN COMPLETED N THE C. CA XILATONS FOR THE LARGEST ZONE AND THE FARTHEST NONE. BACKER SDI. USE SOU EXCAVATED FROM PLANING HOES AND THOROUGHLY IP N AMENDMENTS SQL IMMEDIATE AREA MENDYENTS SMALL NOVAE 1/3 PEAT MOSS TO 2/3 EXCAVATED SOIL FOR ALL PLANING Sol N ADDIRON, DIED 4. If I IGATION CONTRACTOR SHALL WRAY ALL UTILITY LOCATORS ON PROPERTY BY CALLING 'WPHER BORE REAL FOR ALL PERENU LOCATIONS. REMOVE ALL DEBRIS PVWXTWIC ROCKS LANCER THAN THEE Nat ITEOLHANSHEL STATE 252 -1166 FOR UTILITY LOCATIONS. CONTRACTOR SHALL ALSO 54-TO CONTACT PPOECT GENERA OAK PARK HEIGHTS PANZER. STATE CIE CAL', 48 ROARS PROR TO STRONG METRO AEA 612- 454 -0002 OR TOLL FREE: 1. PECEONTS -PUN TAKES PRECEDENCE OVER LANDSCAPE MATERIAL SCHEDULE F DISCREPANCIES N CONTRACTOR PRER TO STAKING HEM ND PPE LOCATIONS. Mt: EDGING SHILL BE A MINIMUM OF A FOUR NCH TALL PVC COMMERCIAL GRADE EDGING, INSTALLED MATH PMTGES EMT. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES IAINNESOTA TWEE PETAL NOHOR STARES PER TWENTY FOOT SECTION. ALL MASS PUNTING BEDS STALL HAVE EDGING PLACED S TIE IRRIGATION CONTRACTOR TO COORDINATE IRRGATION SYSTEM NSTAWTION RIM OTHER CONTRACTORS BENCH MUCH AREA AID MY ADJACENT TURF AREAS 2 PLACEIENT -Ill PROPOSED PUNTS SHALL BE LOCATED CAREFULLY AS 910W ON 11#5 LANDSCAPE UNLESS SPECIFICALLY NOTED ON TIE LNIISCAPED PINS. PLANS RESPECT STATED SEEPLANS SO NOT SCALE DRAWS. DOR KING ON 91E AND TIE PHASES OF CONSTRUCTER. WED BV RS AFTER If SURFACE a RE GROUND HAS BEEN RAKED SMOOTH, A FIBER MAT DID BARER WA SHALL BE PLACED N ALL PLANING BEDS, EXCEPT WHERE PERENNIALS NAVE BEEN MASS PLANTED. lE WEED 1 PROCEDURE (PROCESS)-NI PLANTS TO BE NSTAlID AS PER PLANTING DOLLARS. SHRUB SPACING PLANTING AREA ARE MAT 6.1T G G 6, R SOUL BE TIE RRIGA CO TRACE S RESPM9BUTY TO NSRE THAT ALL SOD, SEED AND COUNTY BARER SHALL BE LANDSCAPE FABRIC MATH A WEIGHT OF 4S TO 5.5 OUNCES PER SPARE TAD, FABRIC SHALL BE 5' -0 OR LESS SHALL BE MASS EXCAVATED AD/OR CULTIVATED BY RUNG. PLANT N STAGGERED ROWS P PROPERLY. ULTRAVIOLET UGAT STABUZED AND HAVE A WWAIY RAE REM WEATHERABILITY FACTOR N TRLL SUNUGHT. A DE PEPoIETER FIRST, TIER UNIFORMLY FLL N MATH REMAINING PANTITY USING TRIANGULAR SPACING. 7 IRRIGATION EMS LOCATED NEXT TO BUILDINGS AND CURB LINES MUST BE PLACED A'PROGYATELY ONE SAMPLE WM MVKFACTARD S SPECIFICATIONS MUST BE SUNNED TO THIE LANDSCAPE AKTITECT FOR RENEW AND PROVIDE A FOE FOOT RADIUS AREA CLEAR OF SHRUBS MOUND EACH DECIDUOUS TREE AND AN EVENT FOOT FOOT FROM RE PERMANENT STHUCRME, N ADDITION, THE SPRAY PATTERN AND DISTANCE RUST OE STANDARD APPROVAL PRIOR TO INSTALLATION. RADIUS DEAR AREA AROUND EACH CONIFEROUS NEE. PLANING BEDS SHALL BE MASS IMCED. ADJUSTED TO PREVENT OVER SPRAY OF DE BULMNGS AND DRIVEWAYS Iglat AS SPEWED ON ME LANDSCAPE FLAILS. AU. PLANING BEDS TO RECEIVE A THEE NCI MNMN DEPTH 4. IENTFICAION -ONE SHRUB PER TYPE AND TOE N PLANING BED AND EVERY TYPE OF TEE SOUL BE 8, AT THE CGPLE'T10N OF BE INSTALLATION AND PRIOR TO TIE ACCEPTANCE O DIE RRIGATKN SISTER. LANDSCAPE OF MULCH. AFTER WED BARRIER HAS BEEN SET N PLACE. ILL NGNWALLT PLANTED OEOUOUS NO CONIFEROUS - aEAFEY BENTFED (COMMON OR LATIN NOMENCLATURE) WM A PLASTIC TAG WHICH SHALL NOT BE ME RRIATICN CONTRACTOR SHALL PROVER THE OVER WM: TREES ECETVE A 9X NCH WNW DEPTH OF SHREDDED HARDWOOD MULCH NTH NO MULCH N DIRECT CONTACT REMOVED PRIOR TO OWER ACCEPTANCE. A AN AS -BLMLT DRAWING OF THE RIGATION SYSTEM MOUNTED ON ME WALL NEXT MATH NEE TRUNK. MINIMUM 5' DINEIER. TURF FSTABIISWRNL TO ME IRRIGATOR CONTROLLER DETAILS B If PROECT AND TO PLANT MATERIAL GROWN. REQUIREMENTS. IREEF IT IT 5 THE LNOSCAPE CONTRACTORS RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN C. TWO SPAS YTS OF NI IRRIGATOR HEAD COMPONENTS (BANES, NOZZLES, ■ TIE PEES AND SHRUBS N AN UPRIGHT NO PLUMB CONDITION AT ALL ORES UNTIL TIE ETD OF TIE PUN 1. SEED All AREAS DISTURBED DUE TO GRAPHS OTHER THAN THOSE RICA NOTED TO RECEIVE SOD. DECK VALVES, DISKS. ETC,) USED N THE CONSTRUCTOR OF RE IRRIGATOR GUARANTEE PORNO. ESPECIALLY WHERE VANDALISM SOIL OR WO CONDIROHS ARE A PROBLEM. F THE LANDSCAPE Z. THE FINISHED GRADE G SOD OR SEED AREAS SHILL BE HERD TO ONE NCH BELOW SURFACE ELEVATION SISTER FOR THIS 91E DRAWN /CHECKED BY: SPF /JAM CONTRACTOR PERCEIVES PROBIEYS COULD O IT STALL BE THE LANDSCAPE CONTRACTOR'S RESPON98l1TY OF MAR, SLAB, CURB, ETC., WHERE SOD OR SEED AREAS ABUT PAVED SURFACES EXHIBIT 9 DATE: 07/19/04 TIC TAG TO STAKE AND/OR GUY TIE TREES ACCORDING TO THE DETAILS. 1 SOW SHALL BE LAD PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS SOD SOUL BE STARED TO THE GROAO ON SLOPES STEEPER THAN 11 OR N MANAGE STALES ®PLANTING DETAIL — DECIDUOUS TREE I .EgALR G PLANTING NOTES G oSTTDTIEOWER. 0 GENERAL IRRIGATION NOTES (OPTIONAL) L2W 1 NO SCALE �' NO SCALE ® NO SCALE M L' a 3 14 CA ■ 3 3 0 3 . N W } 7 t/1 i t �' I w g , :2 ti l•- } ri J u_ w } T. m ar m i 46 • = LI 1p n. I.^ 46 m -- f a i ii[ �II� - 11 1[ 11 • il 5- �� ■ II c . , ■l■ ■;■ ■ ■ ■;■ ■ ■1 ■'■ ■� ■', ie•■ ■'■ I ■;■ ■ ■ i ■, ■,■ ■ ■I ET" — I ' Vii[ i -_ � -- _-_, 1 _ , kiF y -■ 1. _ { ■ ■ ■ ■" _ = ■' ■ ■I I I ■ ■ ■ ■ ° ■ s � � ,=',:', 1 J.G. HAUSE L . \ - : ---- FOX HOLLOW P. •D. y . °° PROPOSED OFFICE m OAK PARK HEIGHTS MINNESOTA O CD NORTH ELEVATION EAST ELEVATION 4 SCALE: lir= T-0• SCALE: ,f8.= T-0• 6/15/05 I ASPNALT 511-r'5 Revisions \ • • CULTURED STONE ( RAT ROOF AREA ,_...agigg [ -: E 1 Ink _l ( — _ — _ — = - • -- = 04 4 plan. II. • .peelRaa u ma ny direct pr.pa..a _ ruby � my 1 .7 - — _ ' . by � s and that I am o duly AN. FL. o MIMI ....''''M E W :::: '1 :" J l' ii ==.:. • . -.7.:::-. . ii- is ...:::..±::::::: iiii .,_: :: .,.. , , ... . . „,,,, ::,,,I, ,..:•, Registered Architect under the loss of the State of i ' _ CULTURED STOW (TYPJ MINNESOTA — I k _ - _ t - m Fi E a i ooa -} KEVIN L GR NBE _ _,_ -77! Dab . __.,. ' iR 7 a = '' � ' t. : }'_ " � � ,m,:��- - Ray' PROJECT NUMBER: ISSUED: DRAWN BY: kill CHECKED BY: kly FILENAME: O WEST ELEVATION SOUTH ELEVATION 2 SCALE: lir= ra 1 SCALE: yr= r-0• PROPOSED EXHIBIT 10 TWO STORY 11,9)4 TOTAL S.F. 0 2005 Grube Architects 120' -0" s 7 } �N � \ � • erl 3 sNi \ / ao ` _ / N I N Ij 5 5 / Z,-, ` I d i a � i \ / � Ty O STAIRS \ \ / 0 m 1- / / l n s / / 7- — ST� AIRS — — — — \ 011 . .u2 0 / / / \ ' I / / / P \ / / / /SI\� \ 9 / / / / 4.- / 'i'I \ \ "if; . - el-V ' ______,.... i____ ___( / , / / l L (— -{— \--f —I T — I— -- — J.G. HAUSE / � i / _i 1 I 1 1 1 / c CONSTRUCTION INC. \� �/ "`I► , I I I / \ PROPOSED OFFICE 1 / \ OAK PARK HEIGHTS ��.. / \ MINNESOTA i — \ \ V I S' -0" _ O SECOND FLOOR (5,752 S.F./ FLOOR) SCALE: U8'= 7'-0• t 120' -0" y 1 6/15/05 \ 5,152 5.F. O r STAIRS Revisions 7;4- ' STAIRS ie / l o- - – C I hereby certify that this Mon, spedfication or report was prepared by ms or under my chat supervision and that I am a duly Rsphd ered laws o et e °c— 1 -- --- — MN ESOTAkros of the State of __ KEVIN L. GRUBE • / / Date : Rag. No. ENTRY y PROJECT NUMBER: ISSUED: \ DRAWN BY: Idg CHECKED BY: kIg it, FILENAME 18'-0" PRO t rl\V POSED O FIRST FLOOR (5,752 S.F./ FLOOR) EXHIBIT 11 1WO STORY SCALE: ire". r• 11.504 TOTAL S.F. © 2005 Grube Architects b.1 'b.i 9).t b.2 b2 b.3 b.3 b.4 114 b.4 b.3 b.3 b.3 b.3 b.3 : b.3 13.3 13.2 132 b.2 9)2 91.2 b.2 112 b.2 b.3 15 b 13. 1 11.3 b.2 b.2 b.1 13.1 b.1 910 b.0 b.0 LO b.0 LO b.o b.o b1) b.0 -1.0 b / .0 1 3 5 I } b.1 9).1 b.2 b.3 b. 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Date LUMINAIRE SCHEDULE STATISTICS Da : 6/15/05 • ' • • : 144 Symbol Label qty Catalog Number Dewiptlm Lapp Fie Lumens LLF Watts Dasalpbon Symbol Avg Max Min Max/MIn AvgBMn 1 '.. ❑ D IE -CAST CUTOFF 250 WATT METAL Cab Zoa91 O.BA: 5310 0.0 fa N/A N/A M 1 KAD 25001 R3 LUMINAIRE HALIDE 92042001.1ES 19500 0.72 205 I I PROJECT NUMBER: GRU200402 PerM.p tat * 1.8lc 5310 0.41c 13.31 4.41 ISSUED: 6/15/05 ❑ ce 3 KAD 25001 R4 S EO OF HALIDE WATT -HOMETAL NTA _ 91102805 19600 0.72 296 CHECKED BY: Ste. • LUMINAIRE BURN CHECKED BY: SPAY 0 DIECAST TYPE V. 250 WATT METAL LUMINAIRE LOCATIONS B8 1 3 KAD 25001 R4 S HORT . CUTOF HALIDE- HORIZDl4TAL 91102805.IES 19800 0.72 590 O LUMNAIRE BURN LowOm Label X Y 2 101 OAer.blb0 TM AA 674.1 5092 275 27.5 •sos 0.0 EXHIBIT 12 ■ �. y. 1 1 BB 5495 359.1 27.5 27.5 -sus OA r�.s/i■ �1 011 446.3 489 8 275 27 180.0 0.0 02004 Grubs MaNbcts JUL -07 -2005 09:16 OAK PARK HEIGHTS CITY et 1191HX3 8 at ri G R U B E as a' L u T I L PU. /61-3H-W1 He ss - 51-ri1 W CNycrum 191.0 %ma finthy SMif, 5.7A 5riIWWr,}N 551112 P.01/01 TOTAL P.01 Page 1 of 1 Scott Richards From: <kdwidin @comcast.net> To: "Torn Ozzello" < tozzello @cityofoakparkheights.com >; "Julie Hultman" < jhultman @cityofoakparkheights.com >; "Dennis Postler" <dpostler @bonestroo.com >; "Eric Johnson" < eajohnson @cityofoakparkheights.com >; "Jim Butler" < jbutler @cityofoakparkheights.com >; "Scott Richards" <srichards @nacplanning.com >; "Mark Vierling" <mvierling @eckberglammers. corn> Sent: Wednesday, June 29, 2005 9:05 AM Subject: Fox Hollow Landscaping - revised site plan 2005 OPH Staff - I have reviewed the revised site plan (5/2005) for the Fox Hollow project and have the following comments: 1. A small office building has been removed from the project. This has resulted in a slight shifting of placement of a few trees, and the addition of more shrubs around the remaining office building. 2. The plant species are the same and acceptable as is the planting detail sheet. 3. One shade tree which was shown to be planted over the sewer line on the east end of the property has been removed. 4. There are 8 'Ivory Silk' Japanese tree lilac indicated on the plan, but only 7 listed in the 'Landscape Material Schedule'. There are 14 'Summit' ash on the plan, but 15 listed in the schedule. There are 18 'Black Hills' spruce shown on the plan but 19 listed in the schedule. The schedule should be changed to reflect the drawn plan. 4. The change in the plan should result in no substantial change to the tree replacement requirement, assuming that no additional trees from the E side of the property are damaged or removed, and that the landscaping is installed as indicated on the plan. If you have any questions regarding this report, please contact me. Kathy Widin Arborist City of Oak Park Heights 7/7/2005