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HomeMy WebLinkAbout2004-08-05 NAC Planning Report "NA : NORTHWEST ASSOCIATED CONSULTANTS, INC. 48€30 Olson Memorial Highway, Suite 202, Golden Valleyr, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.25561 � pl sn nerseamac pls nnl net, ctYrn PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: August 5, 2004 RE: Oak Park Heights — East Oaks 2 Addition — Fox Hollow PUD General Plan FILE NO: 798.02 — 04.04 BACKGROUND River Valley Rentals LLC is requesting approval of a mixed use, planned unit development (PUD) general plan for a development south of 60 Street and west of Osgood Avenue, referred to as Fox Hollow. The development includes a 29 unit condominium building, a 2,090 square foot office building, and a 7,600 square foot office building. The parcel, located just to the north of the East Oaks Townhome development is 2.39 acres in size. In conjunction with the general plan approval, the application includes a request for preliminary/final plat approval, Design Guidelines review, and minor amendment to the Comprehensive Plan. A PUD concept plan for this development was approved by the City Council in April of 2004. The applicants have revised the plan slightly, including reducing the number of condominiums from 32 to 29 and increasing the total square footage of one of the office buildings from 4,658 to 7,600 square feet. This was accomplished by creating a two story building with a lower level parking garage. Attached for reference: Exhibit 1: Boundary and Topographic Survey Exhibit 2: Preliminary Plat Exhibit 3: Site Layout and Utility Plan Exhibit 4: Grading, Drainage and Erosion Control Plan Exhibit 5: Sanitary Sewer Plan and Profile Exhibit 6: Storm Sewer Plan and Profile Exhibit 7: Preliminary Tree Replacement Plan Exhibit 8: Landscape Plan Exhibit 9: Standard Landscape Details Exhibit 10: Site Plan Exhibit 11: West Office Building Elevations and Floor Plans Exhibit 12: East Office — Garage Level Plan Exhibit 13: East Office — First/Second Level Floor Plan Exhibit 14: East Office — Building Elevations Exhibit 15: Condo Building — Garage Level Plan Exhibit 16: Condo Building — First Floor Plan Exhibit 17: Condo Building — Second and Third Floor Plan Exhibit 18: Condo Building — Building Elevations Exhibit 19: Signage and Trash Enclosure Plans Exhibit 20: Photometric Plan Exhibit 21: Alternate Grading Plans ISSUES ANALYSIS Comprehensive Plan. The Comprehensive Plan designates the entire project area as commercial land use. Should this project move forward, the Comprehensive Plan Land Use Map should be amended to address the mixed commercial /residential land use of this project. Zoning. The northern portion of the subject property is zoned B -2 General Business while the southern portion is zoned R -B Residential /Business Transitional. Within such districts, a PUD is listed as a conditional use. The use of the PUD allows multiple buildings on one property with shared parking. The current zoning is consistent with the proposed project. Density. Section 401.15.C.3 of the Zoning Ordinance requires 2,500 square feet of lot area per multiple family unit. In the R -B District, apartment density bonuses are available to allow a maximum 20 percent reduction in square feet of lot area per unit for multiple family dwellings of ten units or more. Bonuses are granted for features such as type II construction, an elevator serving each floor, and one -half of the required free parking underground or within the principal structure. With the amenities available, the requirement per multiple family unit is 2,125 square feet of lot area. As a result of the reconfiguration /adjustment of the lot areas as indicated in the preliminary plat, the amount of area devoted to residential use is 60,922 square feet. The requirement of 2,125 square feet of lot area per multiple family unit results in a maximum of 29 units. Thus, the number of dwelling units is considered acceptable. 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, a setback of 25 feet is proposed. The Planning Commission and City 2 Council discussed the setback issue as part of concept plan review. It was determined that the 25 foot setback was acceptable because the property will be fully developed with this project and the buildings will be setback over 60 feet from the pavement of 60 Street North. Additionally, there would be little impact to the right -of -way or property in question with the reconstruction of 60 Street North as part of the MnDOT Highway 36 project. The project complies with the minimum side yard setbacks of ten feet on the east and west sides of the property. The condominium building setback of 30 feet is in compliance with the rear yard requirements of the Zoning Ordinance. Subdivision. To accommodate the proposed development, the applicant has proposed dividing the parcel into three lots and three outlots. The lots are configured to divide each building with its associated parking on one parcel. Outlot A includes the existing parcel in the southeast corner of the property; Outlot B is the main entrance drive; and Outlot C is the joint access drive for the west office building and condominium building. The square footage of the individual lots is as follows: Lot 1 (West Office Building) 10,282 square feet Lot 2 (Condo Building) 43,508 square feet Lot 3 (East Office Building) 22,029 square feet Outlot A (SE Parcel) 17,414 square feet Outlot B (Main Drive) 3,408 square feet Outlot C (Access Driveway) 7,717 square feet The plat will need to include the appropriate easements as approved by the City Engineer and City Attorney. At a minimum, 10 foot easements for utilities and drainage will need to be provided along all lot lines. The City Attorney should comment on the use of outlots for the pond and access drives. Access and parking easements will be provided to allow for joint use of the parking and access by each office building and the condominiums. The access easements and agreements shall be addressed in the development agreement. Park Dedication. Park dedication for this development is calculated based upon the separate requirements for residential and commercial development. The condominium development would require a cash dedication equal to 19 percent of the fair market value of land per acre of residential use. The office buildings require a 10 percent cash dedication based upon the fair market value of the land. The purchase agreement between the previous owner and River Valley Rental has established the fair market value. The condominium portion of the development would require a $15,162 cash dedication amount. The west office building would require a $3,230 cash dedication, and the east office building a $4,560 dedication. The total for the project, to be paid at the time of finalization of the final plat and development agreement, would be $22,952. 3 Site Access. The site access for the project is from 60 Street North. A MnDOT permit will be required for the 60 Street access. Once a permit is issued, a copy should be forward to the City. There will be no access fro the private access road for the East Oaks Condominiums development. Parking. According to Section 401.15.F of the Zoning Ordinance, at least two parking spaces are required per multiple family dwelling unit. In order to qualify for the density allowances, the project is required to provide one -half of the parking underground or within the principal structure. Office buildings are required three spaces plus at least one space for each 200 square feet of floor area. The condominium development will require 58 parking spaces. The plans indicate 31 spaces in the underground garage of the condominium building and an additional 34 spaces on the adjacent surface lot. The plans do not indicate any disability accessible stalls in the underground parking garage. At least one van accessible stall should be included in the garage. There will be adequate space to allow for this additional stall requirement. There are two exterior disability stalls, one of which is van accessible adjacent to the condominium building. If a third stall is added in the garage, the disability requirements would be satisfied. The two office buildings will require the following parking: Parking Parking Requirement Provided West Office Building 2,093 SF X .9 = 1,884 SF T 200 = 10 + 3 = 13 stalls 14 stalls East Office Building 7,600 SF X .9 = 6,480 SF = 200 = 35 + 3 = 38 stalls 38 stalls The underground parking for the office is proposed with 18 foot parking stalls and a 20 foot drive aisle. Off - street parking requirements typically require an 18/20 foot stall and a 24 foot drive aisle. The garage will be for private office parking. It is expected that customers /clients will utilize the exterior parking stalls. The City Engineer should comment on the design of the underground parking garage. The plans indicate two disability parking stalls for the office buildings; at least three should be provided, one of which is van accessible. Grading and Drainage. As required, a grading and drainage plan has been submitted for review. In addition, the project engineer has provided a Grading and Sediment Erosion Control Plan and a Stormwater Management Plan. The plans, as submitted, indicate that all grading would occur on site with minimal impact to the property to the east. The City Engineer has requested that the developer work with Xcel, the adjacent property owner, to allow grading on their property to better accommodate the topography in the area and reduce the length /height of retaining walls. The plans, labeled as Exhibit 21, indicate the alternate grading plans that include grading on Xcel property. 4 . The plans also indicate that the existing sanitary sewer and storm sewer lines that cross the property will be raised and replaced to allow for the construction of the parking lot/access drives. The easement area for the utility lines will not change. The grading and drainage plans, which include the Grading and Sediment Erosion Control Plan and the Stormwater Management Plan are subject to review and approval of the City Engineer. Utilities. Utility plans have been submitted by the applicant for review by the City. The sanitary and storm sewer lines that cross the property will be raised to allow for the access /parking area. There are no issues with sewer or water supply and service to this property. The plans are subject to review and approval of the City Engineer. Landscape and Tree Preservation. The applicant has provided tree removal, preservation and landscape plans. Most of the significant trees on the site will be removed, but some will be preserved, especially on the edge of the lot. The landscape plan indicates extensive landscaping on the southern property line, landscaping around the office buildings, and plantings in the parking islands. The City Arborist has reviewed the plans and indicated that the design is attractive with proper use of plant varieties. The area between the condominium building and the south property line will be landscaped with 12 foot Black Hills spruce and Colorado spruce to provide the necessary screening of the building and pool area. Additionally, the pool area will be surrounded by a metal fence, in compliance with ordinance requirements for security. The applicant should consider planting additional landscaping directly adjacent to the condominium building to help reduce the mass and scale of the elevations. Trash Enclosures. Exhibit 3 indicates the location of the trash location for the two office buildings. The plans for the enclosures are shown in Exhibit 19. The enclosures will be constructed of materials that match the primary buildings. The trash dumpster storage for the condominium building will be in the garage. The haulers will wheel the dumpsters out to the garage entrance for removal. Sidewalks. Sidewalks are provided in front of the condominium building and the office buildings for access to the building front entrances. The applicant should consider an extension of the sidewalk on the west side of the westerly office building to 60 Street. MnDOT is planning a sidewalk on the south side of 60 Street with the reconstruction project. That sidewalk could provide a safe connection to the proposed trail for the condominium residents and office tenants. Lighting. A photometric plan and light fixture specifications have been submitted by the applicant. The plans indicate allowable levels of light at all of the property lines. The rear of the condominium building will not be lit, thus there is no issue for the residents to the south in East Oaks. The applicant may need to comment on lighting the pool area. No lighting is shown for that area at this time. 5 The fixtures shown in the specifications are not full cut off. The applicant shall provide specifications indicating full cut off parking lot and building fixtures. The total height of all the parking lot fixtures shall be less than 25 feet. Signage. Exhibit 19 indicates the monument signage proposed for the condominium and office buildings. All of the monument signs are shown at 11 feet 4 inches in height. Monument signs are not allowed to exceed six feet in height for residential multiple family or eight feet for commercial under the signage provisions of the Zoning Ordinance. Wall signs are proposed for the two office buildings. The signs are 32 square feet and compliant with the signage provisions. The City Council may consider allowing the condominium monument sign to be eight feet in height to be consistent with the other two monument signs. Building Height. The maximum building height allowed in the R -B and B -2 Districts is 35 feet measured from the mean ground level to the midpoint of the roof. The height of the condominiums has been reduced from 36 feet 6 inches to slightly Tess than 35 feet. Such change has been accomplished via a change in the grade surrounding the building. Thus, the proposed height of the condominium building is considered acceptable. The one story west office building would be less than 15 feet in height. The east office building is proposed at less than 30 feet. 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 and the balconies break up the long elevations of the condominium building. Development Agreement. A development agreement will be required between the City and applicant. 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 R -B and 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: • Planned unit development — general plan of approval — Fox Hollow • Comprehensive Plan land use map amendment to allow the residential use aspect of the project • Subdivision approval — preliminary and final plat • Design Standard review 6 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. The plat/development agreement shall provide the appropriate easements as required by the City Engineer and City Attorney. 3. The City Attorney shall comment on the use of outlots for the pond and access drives. 4. All access and parking easements and agreements shall be addressed in the development agreement. 5. Park dedication fees of $22,952 shall be paid at time of finalization of the final plat and development agreement. 6. The MnDOT permit for access to 60 Street North shall be provided to the City. 7. At least one van accessible stall shall be provided in the underground parking garage of the condominium building. 8. At least one van accessible stall shall be provided, in addition to the two stalls shown on the plan, for the office buildings. 9. The grading and drainage plans shall be subject to review and approval of the City Engineer and applicable watershed district. 10. The alternate grading plans, that indicate a portion of property owned by Xcel Energy, shall be subject to written approval of Xcel Energy and the City Engineer. 11. The utility plans are subject to review and approval of the City Engineer. 12. The landscape plans, tree removal plans, and preservation plans are subject to review and approval of the City Arborist. 13. The applicant shall consider planting additional plant material directly adjacent to the condominium building to reduce the mass and scale of the elevations subject to review and approval of the City Arborist. 14. The applicant shall consider the extension of sidewalk on the west side of the westerly office building to 60 Street. 15. The applicant shall provide plans for pool area lighting. 7 - 1 16. All lighting fixtures shall be in compliance with the lighting requirements of the Zoning Ordinance. 17. All of the monument signs shall be allowed at a maximum height of eight feet. 18. The Planning Commission and City Council shall comment on the building design and consistency with the Design Standards. 19. A development agreement shall be required between the City and applicant subject to review and approval of the City Attorney. 20. All other conditions of City staff, the Planning Commission and City Council. 8 EASTI LANe STATE TRUNK HIGHWAY NO. 36 HoLOW . EVCE MEMOS ` - - .= --'`` --------------------- -_ �" _ _ _ -- - _- / _ _ ,a.,.�. 8 --- _— — ' � ---- -- - ----- ------ — ..— -.- ,m..,..�•�+.,..'°"m."a::: - - - - -- WA ..__. _ _. -' - 4 20 WATER PER STEVENS _.. - - ' - •• _ --- --- --- - — . lT 570 (PER SrEYEN) 60 HST' EET N 0 RTH I ET» T I,1 I I y 52: � f `'' i i EDG ,,,,,i. k . e° * DEVELOPER MR 'SANITARY H ._ •. •. >. —•. JEFF 11AU$E 7° ` ��-- — . ' _ !_ - -- rw �s79e RNLLEY ALS, LLP i / _�' 8P0 1/ // — � , � / .. �` - - — — — 1937 50 GREEL Y83.78 / �� �_._�� �� /� STILLWATER MN 55082 lo L. IIP i � _ --/ /_ ` '� / Ph°ne:6s1- 775 -0587 Ny-e17 , _ 9.4 ► _ "' 0 � rrY - COUNTY: RTbe732e I _ i (PE STENS) I _ _ o C SANrARY M I , ' ,� \ ` _ _ ate � I TY 0 INV -639.80 -97735 / ( ) I an k c � ' OAK PARK HEIGHTS 1. ., tr B . 4 r r WASHINGTON, COUNTY t 4 ' �i - B SS b P - ` _ _ _ e CERTIFICATION: STORM PH ----- N , e SA _ ` 95 `� � • 41 Z 811:97292 i that This olsn woo mound v oo 45 1 / e ry Q a4.5-,. $ by wary nM dla7 eM and (PER SiE�E115) 970 - O - _ 1 _ ( i a _ ^ � ^� ehu 1 rn adub ucanxd lyd SurveTO �,. / J __ - _ �, &f 00.\ - under the em eP MWw3aiA 17- ��sQQQ l `` ` - gy — LThu nN•. 257111 / - •a ge �•� rmee Regis ! L. ag mt ., as -1 e69 .N. f r o a ey- 1340........ REVISIONS: '�. - DATE REVISION I� - a o I ) t �,�.- �.,,,, _` 7�a .` �� IF ___ 03-10-04 INITIAL IME 7-20-04 PREUwNARr PIAT I 1 I -----, "----..,,,,.. \ \ \ ‘ .. L ::::,,, ���. / s / - % ` L an 8115 PROPOSED USE : `� \ NV= 95.00 (DER SIEVEId4) * j eg o .d,.�.E ..�.. t I e ` � \ \ P LANN ED UNIT I I s // ^ , i I / P 4 7 - 4 „ - - 2 , , , , , , \ : \ .,\ IDEVELOPMENT I i f '47, s.„ ''''-"'---„, -\ 21 , ... I h ..\ • \ ‘ \ \ 4%. \\ - ' * I t! , ' \' ''' , ..,„ „N 'N i \''.., € 1 I: ' . L. :. ' "-: ).\ NA • __.,_ _ R • b. 10 / / \ ` / - 2r RCP - rtr J - \ s ..'R Vo D • =18 0 P . 00 • / nI i/ / -- ' / - . \ . r�. —� c R i ) p ” . A, i "''%.. —. NORTH 1 / •e.- e56 A I� vas rH - 1 � \ 0 30 60 i II %� I r I .`.' , � . 89'13'1 ae1 -ss�� — 5\ "\' � / � N ( b & \ I �' �p7�gg77� r1:7-...1 a : J II ,,,, I i . t O ; Y,I t iWNd'E (,� , 1W l `- / - ; 1 200 E. O)1BStRI Skeet I Suke MOO I tehyMe r, MN 56062 Phan 651.275.8969 Fon651.2752976 cliceloG VICINITY MAP - NO SCALE: SYMBOLS: SURVEY NOTES: DEVELOPMENT DATA rndooduae * * * Mt SECTION 4. TOWNSHIP 29, RANGE 20, c MAfIHOU • CATCH BASIN WASHINGTON COUNTY 3 MUTER K HYDRANT 1. BEARWGY ARE RASED ON THE PLAT OF EAST OAKS P.U.D. CURRENT ZONING P.U.E. I SIGN 2. LEGAL DESCRIPTION PROVIDED BY THE OW AND NE& ZONED B2 A R-B HAY. 36 60TH S1. A P FENCE i' LE 3 . EASEMENTS SHOWN PER COUNTY HALF SECTION MAPS OR r WATERY -,i CONCRETE PO RECORD PLAT. OTHER EASEMENTS. R ANY. MAY DWI AND PROPOSED USE - 29 UNIT CONDO BUILDING AND 2 GENERAL OFFICE 1 ----- - - / - ----gleE 1 DENOT • ES FOUND o TELT/ t1EC 807E ARE NOT SHOWN ON TITS SURVEY. BUILDINGS. 1 1 lir l/2 IRON PIPE `B ND SURVEY GAS VALVE 4. TOPOGRAPHY BY CORNERSTONE LAND APRIL 2004. ---- DENOTES OVERHEAD WNES PROPOSED SETBACKS ARE SHOWN ON SAWING. 444 I o Nik I PI KDRIS2571B W DUSTING TRES CORNERSTONE i 1 1 �� * ARM.. LANG* SURVEYING. INC e F-- -- H-- --) TOTAL AREA OF PARCEL = 104.357 SOFT. / 2.396 ACRES TITHE BEFOREYOU DIGI i 'I". Gopher State One Call 0 FIENANE . 1 - I $ \I I * IXISTING LEGAL DESCRIPTION: � � , YIMN cm AREA: 651- 454.0062 • I 64 : i 46 OUT.OT A. � FAST OAKS P.U.D.. WA90NCTON COUNTY. PRIER N0. AND 1 TOLL FREE 1-WA- 25 2-1166 BOUNDARY AND — __ 1 _ I MINNESOTA EXHIBIT 1 TOPOGRAPHIC SURVEY I I FOX EASTBOUND LANE STATE TRUNK HIGHWAY NO. 36 H 0 L LOW EDGE ern:mous ` P . U _ Co A COMMON INTEREST COMMUNITY 5 TARY 601'H N9RTH EDGE BITUMINOUS W ' ; 1 Rn 573 sac I CURRENT ZONING P.UD. NV =845.7 (PER STEV ZONED T B2 AND G w N s .,' EDGE GRAVEL ,80 .„, 0, , - f!°. �°O ' 0 I iT PRO USE - 29 UNIT CONDO BUILDING AND 2 GENERAL OFFICE ` s _ - - I _- BUILDINGS. DEVELOPER: SANTARY NH', -. '- -.... � � PROPOSED SETBACKS ARE SHOWN ON DRAWING. JEFF HAUSE RIVER VALLEY RENTALS, LLP r- 134 �: 263.79 3- ' 1272,,,,,'" o o --/..-'7-7-AND UTILITY A" T ' AREA: 1937 SOUTH GREELEY STREET C' / N K N c / - - - - C. STILLWATER, MN 55082 w ! . - 2.0 i TOTAL AREA OF PARCEL - 104,357 SQ.FT. / 2.396 ACRES Phone: 651 775 - 0587 2n-8 2 - --�' - r " 1 1 1 o u _ _ , t ;Area: , 3 arcs Rn= B732a ' (� 11 !� i I I I N [ = LOT 1 I " • 1 . _.S$ 9 . 4 8'l j iY ',... a Lot Lo z Area: a3 10 5 NV =5 VEt I ; ' _ : - •Y.7 m '� � ,.� ( � •.. ` ., \ n 08 282 sq. sq ft. . ft. 0.506 ft. 0.9 99 acres PER srEVENS I 1 I . ; I I � - -. - •. e .,�, � I ` lot 3 Area: 22.029 sq. a CITY -COUNTY: rcs O ( ) I _.I. Iv , � i a3. : s ' l47 0 B Outlout. A Area: 17,414 sq. ft. 0.400 acres SANTARY NH 1 - I rl ' m •p PROVOSEO DRANAGE -- - = 1 �' PROPOSED OFFICE I �; \ •.. 3� - 1 - Outlot B Area: 3,408 sac ft. 0.078 acres Rn 872.55 I NJD UTLRY E A SEKNT �� N O utlot C A rea. , 7 sq. 0 .177 acres Q NV= 539.60 . .012 I I: , / OVER OURD C 'r -- n �/ N 41 - T 1{ (PER STEVEt15) I �• - m I j � L O 1 , - ✓ h ,, 1 !t - ,:, I � m o z a etr�Br'* _ _ - e = _ WASHINGTON, COUNTY \\ q I ' \ i •771 .ft. C II J ;l I I • UTL C I , o _ I -I ..,' �� p I1 I e S` �/�\ PARKING REQUIRMENTS OAK PARK HEIGHTS STORM NH - - s ' / - OF FI CE SPACE BU ILDING LOT 1 = 2,0 65 SQ.FT. / 200 SQ.FT + 3 = 13 STALLS , ' S j � ' f I t �p ,„ �w CERTIFICATION: �,'� t r � . f i� PRQI '(J��E� V � C h CONDOMINIUM LOT 2 = 29 UNITS X 2 UNITS = 58 STALLS (32 STALLS INV= 839.00 AI Rn =67232 � '� � NV- sa3.0o r s E � /'� Q : � 1 ~� � � , � 8. UNDERGROUND) , G - n0. / .!4 - ' ■ 1 j' n, OFFICE SPACE BUILDING LOT 3 = 7,600 SQFT. / 200 SQFT + 3 = 41 STALLS I hereby certify that this plan was prepared (PER STEVENS') 970_ 0 1 : i< -..� / i r + E ITy.,-E 9 � �. / 4 0 . 6 •.... _6' . •. r . f i Aro - / ' tea_ ao � r ) t J- ! ., S >Y EPsc. LL 4 • 1 9 - - V] I j ,y ". . / " ...., O / , , � -' •-T! , { '• "". - - - - - _ TOTA REQUIRED STALLS = 1 u STALLS ,. state of M NNESOr a t \ � ro pV¢L me, or under my direct supervision, and (11 STALLS UNDERGROUND) th a Licen i i % h 0 ! i � ' = , „� �' • ypGE GR u t M the sed . - -: �` 0 � , � 1 am a du Land survey or , 1 ; i • / - 7` - -y.J / l I , I 4%.;41 ` - _ I ! \. NUMBER OF STALLS PROVIDED = 118 STALLS /' : , . / . . -= z . " ^•- . ._...r ( ! • • R l ' ,j _ 5 e =r 'to : ._ DaMel L Thurmes Regi • ation No: 25718 • v - ; 1!5 --- F . _ 1 / , - -. I: � - ,. Date: 12 -23 -03 -f S o �:. r: .e f, - REVISIONS: , r � , � ", 4--, _ ('R Q T a - _ I - °Y 530 - �_... Q � � :J A ,Z9 UNIT :°: ' "®h �. , �° � ', � �1 � 66 '' ii 4, - , � { � 4 `' ii, a GARAGE PARKING PLAN: - PUNNi c ' an ES .0 . - . ' i i p` - _ __ •^ _ � 1 IARY M . _, sraRn rMN -. ff 844 ��•.. tt ' - Rn 9469 (PER S7EVEN5) `7 ... __ e = , E- =` i� - _ _ t M/ =55 ..... -.. .. � -°-. . s t - �.�`s' � , e h O \ or° 1Ih i -' - _stl. � g26r PLA NNE[� UNI • i � 1 �' LOT 2 6 ; t O UT1.OT Y� P = °�� �,9E4 -.._ - - . E c LOCK1 -I / U � PO L i POND b,zA" ' __50 -.-. 11 \ ST ov I ; � '0uL 0rn �' � PROPOSED OFFICE .0 - - -/ f �..,^ I ! i S i 9E R -. 5. 0 -- / ° , ; \ FES - ;.,,.2--,,,6, Boo 1 /2 SCALE 1 L ! r sz.z \ . �^ _ NORTH r .._ r I .SroRn n n ' f a 39-0 j Rti=5s3. < e I e 0 30 60 I 89 19 U I t a ., 7 ...: , e aq, ro ::, 1 � 3P- A1 NITCONDOMI N I M ; 4471. 1 -' XISTNG I EXPTNG , EXSTNG EXISTNG EXPEND EXST1C ` EXSTNG TWN+ortE I TWV 4q -it-- 1WI Na0ME I iW I TW NHOME TWNHOrE / I 32 STALLS y '3 ; 0 5 _ c_10'00 ) , � TWNHDI I 14:04114,/, WNHq i I I � _ O I I 1 i - u�...- e_,.__........ 0 200 East Chestnut uRe#8 Stiewater, MN 55082 Phone 6512756869 Fax 651275.8976 dRCMS@ O VICINITY MAP - NO SCALE: O SYMBOLS: O SURVEY NOTES: O USE DETAIL: SECTION 4, TOWNSHIP 29, RANGE 20, n 4% CATCH BASIN MANHOLE x HYDRANT 1. BEARINGS ARE BASED ON THE PLAT OF EAST OAKS P.U.D. WASHINGTON COUNTY :f CULVERT SIGN 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER '.1 ( PLAN EXHIBIT 2 HWY. 36 ROTH ST. FFE U VAIN 3. EASEMENTS SHOWN T ER PER COUNTY EMENTSHALF W SECTION MAPS OR AN 1 1 /3 SCAU - - CON CRETE U T POIE REC PU. OTH EAS ANY MAY IXIST - - - - I - Si TELE ELEC BOX ARE NOT SHOWN ON THIS SURVEY. , , i I COMMERCIAL ` SITE i • DENOT FOUND 1 /T IRON PIPE ' .. GAS C ALVE 4. TOPOGRAPHY FROM WASHINGTON COUNTY ORTHO PHOTO yy � ..� ! - -_�- o DENOTES SET 1/Y IRON _ O W VERHEAD WIRES DATED APRIL 2000. - 1 - r - -° T \� a \ d PIPE MARKED RLS 25718 ELL rf w� ` �i � I COMMERCIAL f - CORN E RSTO N E • O EXISTING LEGAL DESCRIPTION: __ - -7 • 0 / LAND SURVEYING. INC OUTLOT A, EAST OAKS P.U.D., WASHINGTON COUNTY. CALL BEFORE YOU 051 r ,,,t ' MINNESOTA. RESIDENTIAL (-' / f O Gopher State One Call 4""'` - �.. 10. < TREE COVER BASED ON GRIH0 PHOTO ® - - r -\ V \ •'NC„,.., FILE NAME SURVJH03 TWIN IEE 1 -8 651-45 '54 5 i O \ 1. I TOLL FRE 1 800 - 252 -16fi i l PROTEGE NO. JH03003 COMMON PR �-- - - - -I- � --� ____ -. ELIMINARY PLAT I HIGHWAY 36 EASTBOUND LANE '. EDGE OF EXISTING BITUMINOUS -1 _ z in REMOVE AND REPLACE EXISTING ASPHALT. 0 CONCRETE BASE LAYER AND GRAVEL AS CONNECT TO EX WATERMAIN N to NEEDED TO INSTALL SERVICES RESTORE GATE VALVE AND BOX. W J TO MATCH EXISTING. EXISTING WATERMNN . . -..._. - --« _... __. -. -. -., -_. -. -. - -._. -• • -• -• - M • �S1EEt. CASIG -• - -• . -. _...• ' -• _ CC F W • - -• -• -. -• - -" - • .-• -.• - -. - SEE DETAIL SHEET. �` Q _ a IV EXISTING SANITARY MH 28 60TH STREET NORTH i / 7- EDGE OF EXISTING BITUMINOUS 1 0 RIM =873.54 / 30' BUILD IN EDGE GRAVEL � . n __- _______ �i - _ 1M1_ _.._...._._..�_�_._..... \ _ / R =15' (TYP.) I T , CH EXISTING ASPH -- ____-- - -____ ELEVATION - -- - -- 0 \ I \ EXISTING SANITARY MH 27 J • AT ALT ELE - .._.. -- }�._ ,. -- ._ - 1E... y .�..._._....._. - ... __� _ ..- .____- ...- .. -.- -�..__.. • A. 259 LF 6 DP CL52 µ ID O I IE= 845.74 I SEE DETAL SHEET "TNH B S7L1R -, Q a o 0 - .. �.� 48 LF 2 COPPER WATER SERVICE 7' MIN. BURY f� a SCALE 1 =30' 1-- w w N I SEE OEDETAIL SHEET. T MIN BURY. I g • I IO CURB STOP AND � �� • 15.33' 99.0' 15.33' • - - • - • - • - - • - • - • / BOX IN PAVEMENT. 96 LF 2 COPPER WA VICE j z I.E= n 847.00 MH \ �N II _ _ m • 5' WIDE SETBACK LNG I SEE DETAIL SHEET 7' 4RRY. \ m w i EXISTING SANITARY MH 26 I i II 111111 �i - _ _ - ° SIDEWALK E . - ... - . - . - - • - • - • - • - • • - • - • - • - • - • 1 m W U U Q La SEE SHEET 4 I • II II . i6. I' 1 I • "" 10' BUILDING II I( I PHASE 1 ' •- - •- •- x Sk z ,\ d -, _ ~ � • �_, =3.5' .- 25' BUILDING \ SETB E a w O OFFICE BUILDING rc < 1 �� (BY SEPARATE CONTRACT) ,�� •� SETBACK r � -- 11 ,` I - I I ,1y 0 0. F. - A ' ' T, rI i.l I F.F. = 857.00 __ j 11 1 /4 BEND ,...0,....-.6 ck' 1 / , .L I 1 HANDICAP PARKING SI• S I- �(;. '''� / R =6.7 1 (3 TOTAL) EXISTING o I I � � ' � �/ R =2 PHASE 1 I RESTURANT J ( SEE SHEE555MH 8 I �� ` R =10.0' I / (�% ■�_ ` `� + EXISTING . _.4., - - VC E SDR 35 OFFICE BUILDING \ < CI) z F �� _� `_ / _ ` ..SH, ' (BY SEPARATE CONTRACT) I PEDESTRIAN RAMP ( • OF 2)ZS II _� F.F. GARAGE LEVEL = 849.50 Z g ' I SEE DETAI SHEET y w w -7, rl 6� i, ' � - L = R _ 32 LF 6 sDR 35 I w g - _ z mcp Li ' II '� \ /�� � � .r EXISTING 36. r / R �ti 0.0 E �TNL SHEET ' i g g f Q w I REMOVE ISTING LAND STALL TCH )I I / ` � R =3.5' _ _ �. ( ') (� � DRANAGE AND UTILITY EASEMENT ALL ' 4 II • _ • =10.0' }� • F ow w O i II �� �� MH 25 OSURE CO NCRETE SL = < O: �) II I SEE DETAIL SHEET �� � ` E SH EET 4 � ( BY 7 RA SE PARATE ENCL CONTRACT) AND 1 -N • C r y • I II b ' CONCRETE SIDEWALK RE AINING WALL � • / I 8 LF -15' 12•••• R -10' / I I EXISTING SANI RY MH 25 F o NC I Ii w w 3 'al' II L. (BY SEPERATE CONTRACT) PHASE 2 I • , SEE SHEE 5 ? y g L ----- i }4 CONDOMINIUM �' / \ $ / '� "' - -' w II , � ' (B , XCEL ENERGY PROPERTY r o O Il I BUILDING Y SEPARATE - \ .-.... \ • F. GARAGE LEVEL a 847.00 , 843 3 / / �� I/ . ' I XISTING SS MH 7 ww < o ti ' � 45 & 22 1/2 DEGRE j� . , .4(44„1-_w m K __/ I I I F.F. MAIN LEVEL - 860.00 <� I SEE SHEET 5 > z w II I \! CONCRETE � 08101 � I ' II i L \ 10' BUILDING P°811.61,91:16 �" RE= 84 CB 102 LF -24• CLASS 3 RCP II ' SETBACK POOL AND PATIO "• IE 841.64 RE= 845 I RET INING WALL � ` `s R '. (SEPARATE CONTRACT) CONTRACTOR) '"� IE= ea?'8�5 12 LF 4' RCP . I • O II H ` �I 1 r ---.. 45' -15' CLASS 2 RCP 0 0.05% Y • 'S% I i W I I 4 - { q} q I i FES IE= 842.58 PE ENDS FLUSH I , • p �1 I IE !, t It ! _ I • ~ < Z Z ° I �� RETMNING W ALL WITH WALL FACE O �z 2 0. I I k y _,_,�,PR�IVDACY FEN E�/�Y - �� -� • ! _ -�_-� r DETAL SHEET. (I f•" < ; �/ I ` (SEPARATE CON ) ' I DRAINAGE AND UTILITY EASEMENT (TYP.) 0 O a O // IN • // SETBACK . I 1 I < F = _ I I F b, / • / 201.53' SEE DETAIL SHEET - 4j w L...1 ~ O �J° .� J -. - .- .- . -. -. -. - .- .- .- .- . -. -.- -. -. -. i i_._ u. 1 I I ) REMOVE EXISTING 21 RCP OUTLET PIPE Y I { 411 XISIING STORM POND < c INLET TO REMAIN O i • i II -I • �•� .l .n II EXISTING EXISTING � QDS1 NC EXISTING EXISTING EXISTING EXISTING EXISTING • I II II TYINHOME TWNHOAE TWNHORE TWNHOME TWINHOME TWNHOME TWNHOME TWINHOME I ' I NOTES � � I - 1 ° I 1. CONTRACTOR SHALL VERIFY ALL UTILITIES FOR OCATIONS. SIZES. II i ( I I INVERTS AND TYPE OF PIPE. (GOPHER STATE • E CALL 1 -800- 252 -1166) o o • Ii •; I _ _ J / -.1 2. CONTRACTOR SHALL NOTIFY THE UTILITY COMP NIES AND CITY OF OAK PARK 3 8 ° q II I r / \ HEIGHTS PRIOR TO COMMENCING WORK AND SH LL BE RESPONSIBLE FOR THE p ` I / / \ PROTECTION OF PUBUC AND PRIVATE UTIUTIES DURING CONSTRUCTION. 4 a v II I L_ J / \ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MR NGING ALL REQUIRED a r II I , INSPECTIONS WITH THE GOVERNING AUTHORITY AVING JURISDICTION E o G n I I II I / \ OVER THE WORK TO BE PERFORMED AND ACQU RING PERMITS. & I L, EXISTING r J II I I L 1 J L J `/ EXISTING SEE SHEET 4 FOR TREE REMOVALS c r R 1 To TVANHOME L_ - II I_ J \ TWNHOME 5.) DIMENSIONS ARE TO FACE OF CURB UNLESS 0 ERWSE NOTED. °' J I I I I ' I \ 6. RESTORE ALL DISTURBED AREAS WITH 4 MIN. . ALVAGED TOPSOIL. E 2 I II i II \ \ \ , / SEED AND MULCH AREAS PER SPECIFICATIONS NLESS OTHERWISE NOTED. L - J II . \ \ \ / 7. BURY DEPTH OF ALL WATER SERVICES SHALL ; 7.5 FEET MINIMUM \ / UNLESS SPECIFIED OTHERWISE . Ii 1 '• I # \t \ ..-;; .._ s. • - - - - -- - - -- =' ° \' / 8. ALL EXISTING TOPOGRAPHIC AND SURVEY INF• - NATION WAS SUPPLEID BY r:2 r - - Z - - 1 CORNERSTONE LAND SURVEYING Z , __ _ I I 9. SAWCUT E DGE OF P AVEMENT TO BE REMOVED `f�J [] WNHOME i ` :..;- a c ® ®®...... .- s c. s..- ®. » :.m. - ®M :::,,,,,, 1 ' J T EXISTING k ///rrr EXHIBIT 3 1...... J \ \ - v` -V I PREUMINARY SHEET NO. NOT FOR CONSTRUCTION 2 OF 7 J . I \ HIGHWAY 36 EASTBOUND LANE CONSTRUCT BUILDING PAD. BUILDING PAD EXTENDS 5 BEYOND BUILDING FOOTPRINT SHOWN ON PLANS. TOP OF PAD ELEVATION IS 856.50 EDGE OF EXISTING BITUMINOUS -._ I I I / I n I I 60TH STREET NORTH I > OF DiosTING animals / A I o I I 1 -. G RAVEL 7 - 1 ; I 8 82.0- L T - - - - 11 - _ -/- - - N I m �`' -- _ _ _ - - - - ...._.. --, \ 14 ) , G £ C O ., .. .. _ _ - .-_ - --' - - - - _ j EXISTNG ASPHALT ELEVATON' — — - `�. a - -- IV `�- � t \ , d J _ _ _ 4 . =85 \ i g / - :_ -._. \-490 -. -/ /- I I / \ 1� d 17 ai (1) v m I - r 1 - � / I ' '' \lit �1 • :: 1 - / . - -- . k - - \ \ \ \ \ / I 1 / SCALE 1 " =30' El / StppR�RY CONSTRUCTI \ I 1 1 / ,„ 3 ti 11 i ' ;1 iiiinsimiaiii! / 858 • j .-4 ENTRANf2 \ \ / 1 1 O) w i 11 I K ., \ 11 I : 1 - 1 - - . - . - L . - . . _ . - 4ra� _.� . 1 \ 1 CONSTRUCT BUILDING • •. m W w • . — PHASE 1 / % \ 1 / BUNG PAD EXITE • 5 Z I i 11 d 11 I �f : - I G ......R -5 :_715 OFflCE BUILDING / d$3 �,_' ,- . . \ \ .�.- .-1,.. \ \ \ 649, ..„ 649, ..„ Y'7 r - .� - 1 tf. � k�� I �'�� .► .: , "'• (B SEP ARATE CR i a \ \ I \ \ \ _ �' ® �l_e , i / 857.00 858 HANDICAP PARKING SI • S c U a a o I ( I // R =6.77 -- •t 1 I II ..4; * IIIt'1 l 4 p I I' -•-- : 56 • I 'PHAS€_t \ \ \ 1 / / I ( 8 TOTAL) RESniRAGMT I < tl I 4 � \_ R =1 � 4 T5 0 �; _� - p / - I' - _ OFFICE MN ING N. I / `� �` / 1 i • I / `(BY SEPARA T) \ I . dEDESTRIAN RAMP (T • OF 2) < o ,, 1 \ � ,' / / / /� 1 /SEE DETAIL SHEET a z f .(_ `/� _ ; ,� .- • 2 / / �.F. GARAGE LE 13"47,00''' w F5 0 Apt, 6 r I an 11 1 \-r 85 . , R ;.I / / F3�MAI .J.EVE19 858.\ \ \ - I a a W I I R- 0 .0 ( ,, . iv / -- --6 <B- \ v \ EXISTING EDGE OF GR VEL y O w 2 y I I lA -- / / ` / { I `_ # 0, , -84s\ \\ \ I PARKING I - - - --I <g< *I � \ \ 1 354 1 1 t i - 1I66 1 • I I , � T j 7 ee - -- - _,� � ey 4P 4 1 , - � _ 1 -. \\ N I / g - c o � l i hl !� i L6 � 1 1I cal N AND UTRJTY EA SEMENT ( •,) a n o .. o I RETAINING WALL It I i I ' Ail R = _ } ' � ��� r ei \ ;ti .. < - •� --_-• 866- --_ Z c~i a 6 s I I w II � '� � \ / � �� � � � �I '• ..,= 10.0 " ^ / 1 I ( . /J � � ,.-,•� � _ - - -_ g � w s 1 I 11 z \ ........ - -- 1 co H / RETAINING_ WA ^9 1 / \ \ • \ b rc z L - - - -� + \ �ONTR. \ \ \ \ \ \ \ \ � - § 3a- \ = -- \ - _ _ �;.,,r 6 t 9 . 7 \ \ f f. 306161 LEVEL = 860.00 . X84 t o ..4. v It o i W w <, S I i ` s, t \ \ \ \ \ � i 4 .,:„... \,. � 844 -� \� \ • •.3. \ .„1, i ,_< °z w 11 t \\ I \\ \ , 4t0�_ , .7 / I &z STORK +VE D \ \ \ I; - m _n ix i6 L_ - \ ,,./ 1 N6� IL RET NING WALL ( r b OL ANP 8 59. E \ HYR�ELE. _ &15.44\ �, „i, 1 -- 1 ii f/ '\ ` �1 ( 0 \ ` ) \N. \ A , ''S'0 ' .. . . \ \ \ , t ` A _ 1 � � Z i 1 II - \\ RE NC WALL ' T1 8 j \ ) 1 t '( . . l 1 \ I l ' • - -e30- - Q Z I`. ! I f \ I \ \ 1 1 t' R.IR\ , ` � \' - - - - a a 859 \. \ \ \ N. w o 0. II 1 - 4 VACY FEN. \ 7 ■ \ 8 U \ \� 4 1` E A - Q O a ARATE CON •.: CT) 'I \ r � \ \ , Bd2 .� f � ^ � - DRAINAGE ANO UTILITY EASEMENT (TYP.) � Z � 3 = I ' i - 4:7''s......_\ \ 844 v O II / � �'- �_� �:- \ \ 1 ORAINA AND UTILITY EASEMENT � Z ][ t i % _ 860 - O1� __ \ _SEE DEr SHEET_:-'. -2.N.\...\, ( - \a \ = a • ..÷, _ /.I' I � �� 857. � — Oi�. —. = . -. _ -_�, _ -_i \ EXISTING . IMAGE SWALE W U' Z x Y gyp ,. -t- ,•c3' . — . r z - � _i/ - , • T \ \ '...7.-.L- _ - � \ I\ 1 \ I TO BE PR RVED = Z O O a I t 1 \c„ u ° II i 1 /( 1 - I ." — 1 _ - I 1 I INLET, TO ST AINPOND / eTy 1 ce 1 11 li J� 7 11 I l \ L s: . \ ( 1 `....., 8 / 7 \ \ i ( LEI II I 11 , 1- - � , h ,, :, _ - r� �••, j ' } g L i� : ♦ k I WA1E ELEVATION EXISTING POND AT I I • I - - 8 " I r- - -T F -"' = i - , • \ / I TIME pF SURVEY WAS\ 842.0 • It Ii t i � 1 EXISTING EXISTING I EXISTING EXISTN r EXISTING EXISTING EXISTING EXISTING 1 B - 11 1 1 . I , \ I TW7NHOME TWNHOME TWINHOME TVANHOME TWINHOME TVANHOAE TVANHOME TWINHOME I i , \ 4' I kJ J \ I NO 1�S it i I I t. C0N SHALL VERIFY ALL UTIUT S FOR LOCATIONS. SIZES, II I 1 I INVERTS AND TYPE OF PIPE. (GOPHER TATE ONE CALL 1 - 800 - 252 - 1166) t i+ _J / �\ 2. CONTRACTOR SHALL NOTIFY THE UTILI COMPANIES AND aTY OF HUGO o c 2 I - t 1 r /.. \ PRIOR TO COMMENCING WORK AND SH BE RESPONSIBLE FOR THE T. 4? 1 ti i 1 ' I 1-- J / , / \ \ PROTECTION OF • PUBLIC AND PRIVATE UTIES DURING CONSTRUCTION. D r --1 1 ti 3. CONTRACTOR SHALL BE RESPONSIBLE i' ARRANGING ALL REQUIRED m 4 1 I t 1 \ INSPECTIONS WATH THE GOVERNING AU ORITY HAVING JURISDICTION Z I 1 _ _ - _ - -7 , - / \ OVER THE WORK TO BE PERFORMED . ACQUIRING PERMITS. 0 a v i� 2 I_ - � ti i L J \ 4. CONSTRUCT BUILDING PAD IN ACCORD CE WITH THE SOIL BORING 0 0 0 r. • EXISTI li NG t I - J 1 EXISTING N o 1 TWINHOME L- - I L —I \ IVANHOME / REPORT UNLESS OTRERVASE SPEgflED. i tt , i°q p II I -- 5. CONTRACTOR SHALL SAVE TREES WHE VER POSSIBLE. VERIFY ALL C� I- - I t 1 i \ / / REMOVALS WITH THE ENGINEER AND 0 . n ri t I I i II / - J -- \ 6. DIMENSIONS ARE TO FACE OF CURB U SS OTHERWISE NOTED. I .. . L -I It \a / \" \\• \ /' 7. RESTORE ALL DISTURBED AREAS WITH SALVAGED TOPSOIL. ti ii ` 0... . i \ \ \.. / SEED AND MULCH AREAS PER SPECIFIC TONS UNLESS OTHERWISE NOTED. 8. EROSION CONTROL FENCE SHALL BE IN • TAILED WHERE SHOWN OR NOTED col VI • -. -. -. -.. __, -. -. -. -. -• - -• -• - - - - . - • -• -- 't ON THE DRAWINGS PRIOR TO START OF CONSTRUCTION. r W • � I l _ ._ -_, --- -_._.- �___�__._. -` , 9. EROSION MAT SHALL BE INSTALL F W EXISTING , ` _ - - .- _... __ - _ - _ . - - -_ - \ f I {� l AND IN DRAINAGE SWALES. EXHIBIT 4 > z TWINHOME 1 ` N. -- -- - - -- „, f 10. TEMPORARY ROCK CONSTRUCTIOD / LOCATIONS WHERE CONTRUCTION col W I \ ,� ,. 11. REMOVE ALL SOIL AND DEBRIS ON THE EXISTING ROAD OR I- ) �." ,,,,,:,i•" PAVEMENTS AT THE END OF EACH DAY SHEET NO. PRELIMINARY 12. PROTECT EXISTING PROPERTY PINS. NOT FOR CONSTRU011011 3 OF 7 J I 4 +40 4 +00 3 +60 3 +20 2 +80 2 +40 2 +00 1 +60 1 +20 0 +80 0 +40 0 +00 PREUUINARY J 1 NOT FOR CONSTRUCTION STEVENS 1858 LlV1NGSTONE ROAD HUDSON, WISCONSIN 84018 WWW.STEVENSENGINEERS.COM (851)438 -2075 (715)388 -5819 FAX:(715)388 - 5879 SHEET DESCRIPTION SANITARY SEWER PLAN AND PROFILE FOX HOLLOW P.U.D. OAK PARK HEIGHTS, MINNISOTA l CO 790 a 0 0 ao 0 T 870 890 SAW PROJECT ENGINEER SAW PROJECT NO. 5046 DATE 6/9/04 DATE REG NO. ENGINEERS FILE NAME 872.0 872.0 MH 26 STA 4+64.92 RIM 872.55 -,. 867.2 ' I tirl::- ' I ' f i bit , I I r-/ t / � ,r , :- \ 8 „X ----* ., _ )2 , X.,1 861.0 I / I 857.6 II f I AINING WALL 856.6 855.8 STA. 3 +78 8" SAN. SERVICE II II I 855.0 x - EXISTING Gf 854.3 z C w I 'OUND PROF! 853.5 gill C i li x m \ .3/ / / / `\ \ `\ / / / I 0 O / :. O ci ,„. / y p l \ /� .k. / N. I I I , O \ I I Est+ o I \ I.P - tftv 6,0 Nit I — . co / / 858.0 / 653.0 STA. 2 +95 6" SAN. SERVICE il 11 FINISHE 852.5 PARKING 851.7 II pT PROFILE 850.R FILL EX GROUT R49.9 LTING R4B 3 TH SAND II 847.3 MH 25A il i l ' 844.7 3TA 1. RIM 848 W. IE 8 E. IE 8 V 846 / / / I I I $ 6� 00 111( 0 N �-- - _- ` � \ \ R42.5 R39.9 R'SE n I 83: NSTRUCT _0 637.0 JTSIDE DROP R31.4 PER DETAIL j Z£8 "_ ' O // O O`� s. /// / //,�__ _ 1.h.I � � ' / / // A / l // / / I " ( ( * / ' ( y; lII I \ C I I I I 1 1 \ Y "III1 1 - _ _ \ / _ -- \.... --...C....--...--- y am ` \ D fit =1-14 ..3:,.. II si O i 0.3 EX. MH EX. RIM EX. IE 8 5 830.11 8.20 64S.00 NtW KI IE 12' 3.10 3.10 EXI W 0 0 CO 0 0 0 0 ( 0 0 000 O fD O I SHEET NO. I 4 OF 7 STEVENS 1858 LlV1NGSTONE ROAD HUDSON, WISCONSIN 84018 WWW.STEVENSENGINEERS.COM (851)438 -2075 (715)388 -5819 FAX:(715)388 - 5879 SHEET DESCRIPTION SANITARY SEWER PLAN AND PROFILE FOX HOLLOW P.U.D. OAK PARK HEIGHTS, MINNISOTA I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SCOTT A. WARD DRAWN BY RDO REVISIONS 1 7/20/04 DETAILS AND ABANDON PIPE IN PLACE. CHECKED BY SAW PROJECT ENGINEER SAW PROJECT NO. 5046 DATE 6/9/04 DATE REG NO. ENGINEERS FILE NAME . 1PI. I I 1' i s58 85; � \ � � N . � 8s�.— / I \ II I / , II I - - - -- co II 1I I• II i � 1 ; r l 7 --- ' _ :58 V >� --- \ \ \ \ . es 8\ I I 11 / N N Z II lI I. I I I / eh –. � y � , X \ � ∎ \ 4 \ I / ja w I�gl2 ° 4 `� / / -- \ 858 \ Ss_ \ — /1 51GN T.1 w a 7 1 / 1 + 1 SCALE 1 " =20' °a !i s0 � 4 a I I 1 I 4� r 85 . ��11 ` ' -850,0 / � — _ _ 8 s�� \ \ X / t ,-, l) 1 . I \ \ / ' 110 A BANrON iN / / 4 / \ 8 48 \ \ \ \ \ .— i / w 3 3 a• m Y/ \- C N N ■ 1 e7o — _ _ I `_ / ` �� / / P LACE TI +° p 6 / 1 a V 84 6 \ \ — \ L-, o a 'I XI ' L _ 36 C ; 0 3 .7 w X8 4 \ I / / GR VET W I / r( 'r / 8S7 r `� / 3 LA 5 RCP 85 o \ 0 21„,--- , �� � 4 � \ ; , \ \ I ` G E P z I i / / .7 ` ' r AIG � r R 5 $`� / �_ � \ . \ \ I �� ��� m z o II 1 / I / 8 61.0 , EPL 1\ I -,_.: •d ° ( � \ \ \ \I'J m o - F z II l I I / 36" R-16 !f� 851.0 / i � \,_450_______ W v < • II II 1 1 I 1 ( 85 lerligril . �i $ / / I ' � t3. / • 1 - I j _� . • __ _ _ 1 11 I I --- \ / ' , � l 1 c •` � � 1 \ — — . 11(868 I 7� \ \ r r I g / i \ \ \ / 0 \ wo w / / = `_ _ , , / \ \ / \� � �� i — -- II I I \ • ' AI V — 1 I 1 / / / 8-..4.........._..° 1 c„ < A \ . — i — — —830— Effi" \ • 1 � ' •. �V , ,, --,= A I -- .v ( ao j _ i -- �.� % W o It i ,k Lk I • c- " n, ;i� ,, \ \ 1 I i / — � , -� v V \ V 0 Op g'o a z • , - - -w \ \ \ ;� 1 , _Imo \ \ \ \ 0°� _�� ;4w\ \ \ '1 XISTING SS MH 7 '4 < / d I I \ \ \ \ \ \ \ 844— — \ \ \\ \ \ I 1 .7c EP .) 11 \ . / / \ \ \ \ \ \ 1 <F06 v II �� \I ' \ \ \ BS O � - - - — i N I 184x\ � \\ \ \ \ \\ \ \\ . tavo `�Cp W W PI 80o_0 I x w U) .-J _ . 2 Zet a Z O °5 0- 890 890 t N a o = wMz �w °ce a °_ 870 RETAINING ?ALL FINISHED PPRKING LOT PROFILE 870 w 1/ 1 a 0 Q u, a Y E %. 36" RCP — — a0 os.7z — 850 _ 7- EXISTING GROUND PROF LE — — / 850 I - 90 LF 36' 40 000 RCF O 5 00 — —1 J -- — 0 Y q ' 2 391 LF 36 S 5 RCP O 5.00X 83 �..�.... erg ----_- �_ _- __-._ ---_- - -- — _. 830 — - - -- FLLMB BOTTOM OF NH WITH GROUT. __ - -_ _ - - - -- ` — ' —..-._ = __ —."—= q 4 i F. -tf EXI "_T tNG 36" CL.�SS 5 RCP ®5.00 810 n - - - - - - - - q 810 Is o n a FILL EXISTING PIPE WITH SANG FLL HOLE WIT-1 BRICK ANC MORTAR - EXISTNG 36' RCP GROUT ENDS. 14" RCP Z I n 790 SEPERATE EXISTNG PIPE FRCA7 MH. iEE SHEET 2 790 01 . Na ' ��•Ei•,, c. cc o n mm pO °D n um Omi Oi O p • �� `11M CO mgMl MT wS V7 a nop ps,.i .AF, 2 ° 3 wm.. Z w u w w m dW W • 4A � w 3 z �� 3 W EXHIBIT 6 Li) z C' O 01 N N m b K1 O N < 0 .l O MI N Y N m 0 ,!I 0 W n n b ,,f N N a ,`,1 [V [V O 3 " O N ,•-• eg O u7 N O N Y1 6 n N N 2 Y < .. < v 00 °0 °M °'�0 2 2 .D °0 CO CO CO CO C/ °D m 0 W O aD °0 W a0 a0 aD a0 SHEET NO. PRELIMINARY 4 +80 4 +40 4 +00 3 +60 3 +20 2 +80 2 +40 2 +00 1 +60 1 +20 0 +80 0 +40 0 +00 NOT TOR CONSTRUCTION 5 OF 7 , ;, TREE REPLACENIENT o HOLLOW , ,, 464 CALIPER I . 0 . : ir SI A G L IFICANT1WEES TO IIE REMOVED 1.33 TREE REPACEMENT CONSTANT P . LJ . 11:::, ■ 455 TOTAL PERM:WENT CALMER INCHES 0464/6291X 1.33)X 464 • 317 CAUPER INCHES 10 IN RERACED AS SHOWN ON LANDSCAPE PLAN. eASTBOUND LAW STATE TRUNK HIGHWAY NO 36 138 CALIPER INCHES 1D BE PLANTED ELSEWHERE WITHIN THE CITY OR CASH TO BE MOTO • 'ME TREE RANTNO FUND. A COMMON INTERFST COMMUNITY _ --- SIZE CALIPER NUIVER TYPE RCHES NCI-ES MULTIPLE CONDITION ACTION . EDGE EMA ... 5099 Fine 6 Relocate 5100 Pine 6 Relocate _ - - ,.. _ _ - --- - - - w , - - - - _ - wok co 'L tAsr vow mat _______,---- - - ,._ , roa Tv a4_ teER -5ef,___L__, - ,____=, , - - S . 70 NR 72T R 5195 Pqdar 10 Sao SZ STEVE215) , _ -•_..,....," DEVELOPER: alman Sgte JEFF HAUSE i t0T _ -- .... - .__ - ___________ ____ ____— -- — - 5246Cek 818 1 - RIVER VALLEY RENTALS, LLP , f / } „ 5247 Oak le 45 111 Ple Remote 1937 SOUTH GREELEY STREET r 5 Ash 20 Sae -- — ,( 1'N'I-• — 7 - - - - 60TH STREET NORTH ' if ' , , 5N4 Ash 10 .., _ , , 1 E., ®n op 4,, ,,,,, , EDGE GRAVEL j ,,, f''''' to y- 6,,,,, 5248 Ash 10 10 Rennes STILLWATER, MN 55082 III* , ,,,,,,, AR ,,, i _ - , illigallilille 5262 Oak 14 14 Rama Phone: 651-775-0587 I tio . -W-17=51442 - ,-,-- ,, - ... - -- - 0.- - ,. . .... 0 ,,, _,,,,, 0 ,,, I - 5233 Oek 18 16 Rernme _. „ It44E,5788 5.4( 16 16 Rause CITY - COUNTY: - c • ,■-• 4 - ,, ' w i :Fi„ 0 -gtel-ITY ortir ; a — — — — — 62136 Oak 10 Cottle Saxe ---- ! ) f ' 1 I \ ce : . 7; - - 7 / 7 I - _, , t - - . 7j ,.. . / , 7 9C - ' - ___ _ - s8 ....... 9.4 , 8 ‘ ,04.1r: ,- : ' '''' 41 , , , opt . 1,,, 5268 Oak 16 Sae AK PARK HEIGHTS ne -___ i , , , _ , ,, _ _ , , ,. , szs Dead 0 Daile Demi Ren:e W it Tli itha. 14:0 1.... N, un CO siniyo UNTY 11\11 i - - 1 - - • - ,5 7 CERTIFICATION: ,_-// ■:),,,, , 1 ------- t ---- ,4 I / , - _ 1 ' , ..) .f , ''. ' -- I -L. , .._ - ..., , ' 5285 14 I ik SANITARY MH -+- , s .F5' PROPON9 ottoaci - - 1 - ' ' r - - a , 5276 Pine 0 Deal Rernote 40. Firl =072,55 . 1 1 -._ c A raj ' 621 trrurr EA.VPIONT ----- -_,. SW =93q 8D I „2 1 2- ,IM ' i • - I , ' I , 0 Deal Rentse I hereby car* that this pimp= prepared Veg 5 TEVE , S) 1 1 i i .11111111r I . ,....."--'------------- ' - - - - . ' 6278 D 0 D R mme by me. ar under my direct supeivisien, and 1 (.,....___ "f=24"° I ■ ' ' ha ' I .1 ° -- .-- _ -r- i ' _ ' '- ..--: '173. °: - I 4 .%- ' '..".: ^ / 5273 Pine 4 12 . D :or Rerrime gees of 1.11144E5019- 1 1 11=072 ' 3 ' 2 ' ir ,ts. ---- -_ ! i , i ' --- ___ ' • ' - - z. . -- '' -,-,,,,_,_ , ' .. '''' 6287 Pine 24 poor Saw Daniel L Themes Rep atIon No: 25711 s 342 O 1 I - 11^,', 1 6•2 • ■ , ssa C4 , I , ', ' _,- ..,.- / .4 : 7 4 51 P 10 10 Remo _ - .,.-,,,,, __ ,____, 29OW v3 ( por.)2-23-03 1 1 11 PER STEVENS( i .07,9 - 1 r--. ,' I '--____L__ 15 - o ,,,- — ..,-- , - • NE ... _ - , .,,,,,,, 5202 PO 10 10 R E( 11 i enew ° -,,...._____.4... -...• .40,D 1 ' ,........loari et, _ - - _, _ 1- - 10 10 R t ' l 1 1 • , ' , , / - " , -- - - - -.7_7,_ - ,,,p' ; . ,Ar ''. v , - / ^Z .ct cA 5296 Poplar Ftenae EVISIONS: I - • v 1 , ' ' ,-- ---- ..-.: t i ' 1.1 - "t 4 e.. I I' ili ' - ' - 5297 Ropier 10 10 Remove 'OP :, ..:. i , o 1 ' -- i ' . ' ' I ' i ' ' — tp i - cot 52 98 Al. 8 n 8 Remme °A REVISM . , 1 .04 , ..- -,_ ' i • / 1 0 ----___,,, , f 6 ,' 1 k : --__ . : ---,_1 1 ' 5299 Poplar 10 10 Remme 3 r 2Z- I I4 C° 14 C 137 PLAN CHANUES 1 ti 5I - , ' ' - 1 r ' , .4 - 1 - 4. .0A ---.‘„ s NANKING COM 7-20-64 PRE1.6161ARY PIAT • ; k .... ' ' , ' - r - , I , / ( ------ 7 ------,'- , , f --: - -.'-' ---3 i,"_ - 84° 5301 Poplar 10 10 be Fnoe ill • so , - ' r ' ' pi '''... ' , I 'N' t'X'45- - 5302 Po 12 10 Rm PROPOSED USE: i plar eote - s ' N 7 Mr. . - , 30 5303 Poplar 10 10 Double ReOrRe P . ‘,., „,. ) ; , , --___ , ;, 5334 poplar 12 12 Ranxe I-A.NI PNI EC) U NI IT ' ' - :; ; , • ' • , IF ' \ '' '' " '''' - 0 \ lit' ' ' • / ' I - ` Id V E LC) PIVI E NI 5305 Poplar 10 10 E Rome 1 , -__ _ r. 1 .. .. ,,,., ri*ii ' ' - ,. /- _ -----, . \ ..... & . , ',-,--... -_._, :,-... ,_ ,_ _ _ - „ 8.4 ' _ . ' ", - , -,,,., -,„, L.N 5306 PoOff 10 10 Reroas :a.* . ., -, r , e, , NV- DO (PER 51R VEN.5) 5307 Pq:lar 10 10 Ramos i \ , \ 114 ,.. ---------- CrOir.) '- , P ' - ' „ ''', :' . / ,. 5308 Poplar 10 10 name S26/ -----,,, \ - '' , 0 ,., „ 1 6 114 4 : • .: '` , ' ,- , \ • LA 5309 Poplar 12 12 Remote 1 , „4 i \ I , I f I ; ., 0 - 1 + Il •06 r "-• 4 4 4 POND,„,,,, =I -- seA //" ISIr 5322 Cottcnevcd 0 ' ,L. _,, / i / 1 \ ,,,,_ ii • , _ ' ,, 4TP , // iocts !,-' !V -,, :- ' -`', ' _, \ , s ,,,,,.' '' ,,, 0 _ _ _ 5327 Poplar 10 10 Dmbe Deal Rernme 111 _ ,, , 7 , ., it , ...:0. 5236 po 8 8 D plar ottie 30 60 .._ , - - - , Theme 5337 Oak 0 Triple Dead RODOMI 0 / w- - N. A„jrilifi - - ,/ s, , ...,9, ■ D---18 I*0 '00" „/" - - ' ' / _ __„) r " - WC ' f ` ' " 25.22-i - - L-PRS = e 49 ' , °"--. 5344 Poplar 12 12 Double Renthe - / ,--- • - `>-... • .. •,---, __,•-■ -- ■ • _• -, I , v- 1,4134 - os. \ ` - '' g347 l Popar 12 12 Refine - — -,4 , ,- - ,, , . , t I- J4 • • (- ---- --/- , ■ ir e° ,,, ,06 , = MEM Z , - ' '" - ' s ' ' • ' ' ''' ' ' " - ' "-. - ' ' \ 5348 Porter 12 12 Remme III IIIIIIIIIIII _ / k i;1 I 56, r , . ,_ - e ,., :;$37. 08 \ - , --1- r _ _;: -- / , 10 S : ---- ,,,, l 53 ,,k 53 Ccitoneoccl clt * I - . I 4 wood Remo 40, ,..' , iheria'i9"1. ' s / s S ' 5355 P -' S s. 1 ', 0/ MING e ' ' , cciar 12 12 Remota ItTme 203 East Chselnut Sind '' 1 1 I N 4 .1 I ....-.T.,-_,i,,,,. e...i , 1 . 4, , '/, i k 5 5359 357 30 24 30 24 Rie A sub seioo 1 I 419,7„, 1 6 4: 5 ,,,,,,," 4 ' 1 T uz„lic„ I T VZ„,,,nis [ e",,,,1, I T • / / I 6360 Cottaamecd 18 Sdtwood Rams 1r 811 hvilter• MN 66092 I II 5361 Ccittorwood 14 Sdiv.00d Rartsie Plena 6512751969 i, Fax 061275.0970 1 t 5362 Cottcoavod 14 9dtwood In at•caolt 5363 Cdttontwod 12 Sauced Rorke indoodusa awl 5364 Ottonwood 12 Solvoal Remote 5365 Cottonwood 12 Softwood Remme 5386 Cottonwood 12 Softened Remote 5387 Cottonwood 16 Solteocd Rime 5369 Cotbmirmod 14 Softvtod REMMO . ... CAU.1117002 YOU DIG! CORNERSTONE Gopher State One Call 0 ,A, TREES TO REMAIN OR RELOCATE LAND SURVEYING, INC '4, WAN CITY AREA 651-424-0002 70u. FRIE 1400-252-1166 X TREES TO BE REMOVED reagocr NO. $403003 EXHIBIT 7 TREE RrangeNgT • PLAN PARK HEIGHTS ALL MO& NTH AID NSY A ONION FOUR - _ -- - - -' GENERAL NOTES PREPARED __.-_- — `"- ---- -- .___ rte -_- __ _ _ ~ � __ �_____ �_____- __ - - - _ -~ _. - - - - - -- - -- �> tXR5 11NLF0 tlIE'SINAOAREAa6l -4M 1mi - xa: - __� __ - _ - - _ __ .__ t-eoc 25a -„Ea JEFF HAUSE __- ` - -- -- -- - --- _ . -` - -- _ ss c _ Y _ _, -- -Y - W}C SH. CO_, - -CP RIVER VALLEY RENTALS, LIP - - - -- - - \- NE GOR SEC. 4 2 ac SON LOCATION OF EXISTING uamaeourao ROES s Fn FPPRaNYF� LacFLOCATION ONLY AN) . _ -- -- . - -. - --- -- - -- -- - -- - -- -- __-_ _ - , _ NAVE NOT KEN INDEPENDENTLY IkRFED. THE MCI LDCAIRN OF ALL VS MUST BE T PRIOR 1937 S. ST. - . -- ,_r.. -- —_ - -- - �. - - -- - _ .- -- Yi C7:' -' - -' TO ONRa1p11G MONf. OOMRACiOR SiWL EEID 491EY tlE LOCADOEl E][MATdIS TENTED - - _ - - -- - -_- - - - __ -__ __-_- - -- MUTES AND 1OF061tAPHIC tEA UM PNOR ro START OP SITC EfAY.VAlION. RIE C pIRtACidt SIWL 51N1ViATET(, MN 55092 _ _ -` ___ - - _ _ EeE DWIEIY MOIFY THE PR ECI YANAOER (F ANY 019CRE OR VFNAIOIIS F ISH PIAN. I = _ ■ ♦��■ _ - "__ __r r _ r` _ - r _, - t 1 TIE CONTRACTOR AGREES TO BE FULLY IESPON58E FOR ANY AND FAU. DAINVIfS MR01 11011T BE I STFtEET NORTH ' ; I �� R D BY I DE FAISIXE 6 THE QDNRtACnR' ID EMILY LOCATE AND PRE3R'E ANT NO AIL '`EDGE 81TUMIN i �� u1oERCRauourtrAS' / (xi A. ENSA G SINTEV NFQIMAIION PROYOED BY OORIFRSTOIE IAA SUNVEYNG, NC COO EAST 015114U1 015114U1 J SEREFT SOME fefew SMMNTER. RI 51062 Plt 0951) NA) m -1869 TX: (651) 275-MM DEMO I i f r � - �� / V / WPoORMFEC IO ATION PEEN70FD BY OORMRSIOre U lR StINETTIM NC BMB ILIIWDpl)GDIR 1 OESItlR Q EOUP 9NN.L NIT N: RESPONSI FOR 1 LAND OF NFORMA110N PN OO BY DROS N a �_ , Ci f � b� �� 1---'----- , a �. \ _ _ 1 , LANDSCAPE NOTES - - - -r- L CONiRACipt SHALL INSTALL hLL EROSION cCNiROL IEAVRES PRIOR TO fAWEItGEEIENi OF TRAIING — - _ _ - . -Y _ l I - -r" J -_ L CONI R15 NO MANTAS IN TALL UNTIL ALL ROSIO A ONTRO O ASU ES HANE SEEN RESTORED. f - - -- - — - ~J -~ - 2 CONTRACTOR SHALL PROM FOUR NW MATH (COMPACTED) OF 7d�50E TO AIL AREAS AFQ '- -" - _ -..- -. - -- -- — / J ! J J ,;911/;t. A !,.- ` Y -- ___ - -`t ` � ._ ,�� �� `• ` ~` S AIL CONSIAICIN /e51 COOLY VII OTT CF OM PARK NOCHIS COCO AND ORDNANCE& 1 ? \ ` , / ,z_ i -_ _ �E - ) r ` _ - / �; i - _ - _.\ A. PRESERVE EASING REFS AEIE POSSINE AW SNIFY NM PRIXECT lANCSCNE ARCHITECT PRIOR TO `1 1 / G i1 ^'` - ELKS) ' y /"� ` - -I I 1, \_ 4 \ REMOY/l, • yy IF /� '�' ^ ;1 --- ® �� CBB —/' � � �, '� ` ' ~ ~ 1 } L 1 l I 6 REFER TO GRACING, ` r `A •` '' DRAINAGE a EReacom MINCE PLAN FOR EACAB NI KUTEN Of MOWN a � �--• ;�. ` SX7D / ♦ ' CB B(5) I _ - -{ T• WINCE W1EPbLS MID APPLICATIONS e� d ( � ,A I ` � rJ►� ' %Ic ` Q �i AN(b) , \� 1 _ i / \ y- 7 f \ 4 1 1 1 �/ r' " V. `T / r �� 0 �` i ► \` I Ea, (b) N ` l ) a LAEasGAPE COOING TO N C SAO( we ( m1 ,' ��; , N►, ,"_ - N A � ! REFER W SMELT 12.1 FOR PLANING AND SBVUNC DETA l5 AND SPlTNICATKXLS. ! � �E�l ) '- ,! 4 4Sy + + � . / - - EDGM0(IYP.) 1 ► ` 111 Qj• / p� 6 Dr N PIAxAC BEDS 6 TO BE 3NEDOED NVO BOOD MUCH 3 DEEP NO MID BVElER � ' PROPOSED OFFICE 1+ P\ � �':� (� � � it. ' f` 1 r 4 PR 4 k MAIM. SCHEDULE, , ,NE PLAN SHALL TARE I 11' �`�_� ; �`b 500 AND INRCanaN LXAR (TIP.) ,/ T Y \ ` JI ����� f`-- - "�. .. i ( PCXS) 10. IYiI MO FRCP OONSBEICIION ACTMIES SIWL BE RESTO ED TO PREENSING COMMONS. x f ' � ' r I + i / _bra ` — t o '� IL �. �. ,. /A 0 ' " 4 „ + � TI!"�'- "� "'�� • - - -- •+� l ? tt. A ONE-101-913E STRIP OF SCO SIM BE PIACED ARO= ALL OCR Cf CURB N ALL SEEDED ` � 1 — ` � — CO � ,: 1 / AREAS. • U. CMG CONSRNCTpx, THE MOM STYLE NSPECT THE BCRRE 511E AT LOST ONCE A NIX AND °° �Z;H: � A�1 j � � 'PROPO bFFI C �. �` � . fir. 1, �� �_ T H / 11>�f %f1G� ; sm Am IRRCAiaa r (TYP.) I NKz � ' 0 J ' _ � E� sa l arr.. I REM EIESCAPNON I S ZE /COND. I COMMITS SWOT ASH r Tf 1 ; o G o F la S . ( ( � A) / �� � ,7 � J -_ `. ! R A _ _—. '_ il 1 1S 111111 5TR'1RX'F'E/.ER , �' ( ! .-:-,z....--_- ,. !- / I T � t ( soDd9) �► � — IP ` ' ce _ \ \\ H' / ; /' VS, `�' .> FTxrN s PElExsnwv+ci sYMNr 1 j 1 . ` -fi NDR1AwCC6 YwIE 1 1 `l ! 1 � � � 1 f l ,r i i . s _ SRI `!_ 1 � H ` .: \.,_ / ��`. 2 IBPA REIR TEMiRNIm' III I STR Ax!GOER I o .c f 7' 1 7 ' \ �� MlR.C31 f : i r r !' ? i ! / i ? } l i ` �' "�� : rte• �T .> i S B 6 MOOR =ER ti .1 I ;! �' !!!. ! ' � r l L( '. R� \. 41e. PIN OM PAL OSTRs / ` 500 AND tIRR,GnTION EMIT (TYP.) ` / f. l 1 , 1 ' 0111111 \ 0 " A �. 8 t 1 - �" , ;; ' t _ ` i- i c AMENGw LIKEN OEN 2 -i/2• 1 ' ,.� s • �� II r j j i ER' � S TIM N�ERCYU 6 e B SWIM SWIM IFALYR I HEREBY CERNY THAT THIS PLAN. f ' � / — �` / % I ? I ti , A B'ECIFICATO, OR REPORT BAS i : i ,. \ i` r f . f �� ' ; �' 1 F4,Sd 4*r `� PMIME ? �� �,,.- �` - .1 '��' / i 4 � - _ .� 2 S1LR a f .. 1 '� 1 15 � i I PR _ s. ,t \, ti 1 i � �- E / 1 jam. ; �..�_ r ...., t r .) ' C - �. { WRY SILK 151d: 1- I/ 2 ' 7EC11EN ';(. ` `` - f J L - r '�' i! 1 4 ` ft , 1 I ' \ '\ 4 < `� , 4� C r I - <r T sweat PE7CUUTA ',CRY ORY SIN' B A 8 Z < - ` �� \ 29 -•IJt hT COND X " 1 _ ! r J - i t 1 \ L 1 �j EG ' f J f y BUCK HIL S SPRUCE 17 Nr. FULL FORM 10 GROUND Fi ENIE \.',. 1 `�. ,, \ i I �' ' ' � . � f �. _ .� ( " \ � ,i �_����� _ _ ' F- r 1 \� r ( a. 7 \ F P � 1I 7 � 1 PXEA 0.N1CA DENSATA 8 A 8 BpBVV. E _ J( y+ 3 ''' :C AI : : \ 1 i ., ` 1 " \ I \ `` / MATERIAL SCHEDULE - SHRUBS � ` �� ' � S .? °--__ �__ - - -- \ �^-,. oo \ �. \\ `s ` :i \ � ` / I A� � I ` "MI I on. I REV COMM I SIDE/COND. I mwEms N I% / ^ . " `� i i r' 1� L'`\ \ �.,�� ham, 1 i X 1 / �� �i i \ y � �� 1 -�" DECIDUOUS SHRUBS ti?`' . 1 r \ % IE )' to k++ eEEEE sl 1 1 f "i j � POOL FEW ARC/I - 1 'i I ' _ - ` T i ! 1 f .D �`` -, `\ F s I 4 P � Q I Ft ►E� ` = - �� L - 1, �' �' ._,_, _�' .. _ _.j/ i � `` Gee 13 WORMS IWUS BUSH TA 9.1• - I} — 1i �� j ++ el/rig � � , ri \ ; N � � — , . ./ •. I ' 11.__ - CPL 8 WC 24 k ,..„,,,?,---;. ._.. ■ .►. -\. . \ /�, i \ , _ : , t ., �-� \ �'- soD AND IRRIGATION `' � -- OEM) MOUND N]IEISUCRE _ FOX HOLLOW ` ' f `�,j trip x • • � ��•. .•__� - - ` UY~ EW ,O ;;:::OUOuND. TED MOUND' GOFE. '� - `' - - — - „..„,4.4,1 r ---• c___ - P.U.D. •_ `. �+� - '- - -'.-� \ -.� y _ U 4 5 1 - J' :4 RC 21 ,K _ -- / I ; _ .- , � .� OCF1. / ,V : i -- 1 I 1 N/.. .., �`� i ' �, /; — — , y �� � T( In ` t / ice- �' / ��.. ' "ire , r te �� \ i �w i CFS B CgDFTNE SPNFA 12' - ' .- i 3 , 7 — , Z. ( - 4 A�, � \ :G,1 ,. �. '` , .�. - ! {. _ SPIER x BDYALD4' GONE - OA /� - � , , - ' `< � � , �.= .G ♦ � - - ,.. _ - , :. •; i .�- , � ✓', - - `- \i ` � �' l I y PC IO PRUNUS 1 CIST CMIO CHERRY 2P _ EXHIBIT 8 ✓ ✓ i l \\ .— " ' i ,1 \ �. ����� 'IN � , 1 i ;� / PRUNIS . GmElr i ---- -- - - -- ,.� - _.__ . �.. - - -'- -- - -- - d��i ��, ,ice 35 GLOSSY SCR CNOITEEONY 2E' T�ry* _ - J � ' t - ,`' - - - - - - -� ~ '- - . " -- ` \ ,MCHM IIEIAIgcwrA ( l CUNT '1 _ , y ! \ DOW NOREAN WC ,B' _ CC ,\ ¢ ; , 'S� , - >� , 15 SYRINGE IEYfR WNW cGNE LANDSCAPE �I I f : . . 5, , ,,, ° ? 1 \ "; CONIFEROUS SHRUB {{ �.^ � PLAN 1I I I .:4 4 1 iT i s MD 4 ,INIPFRO6 scDPMDNE.I YNTNSA' HMS 3' M. I�I 4l EXISTING EXISTING I I i i P ERENNI ALS 1 ---ill f TWINHOME TWINHOME EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING / \ DRAWN /CHECKED BY. SPF /JAM TWINHOME TWINHOME TWINHOME TWINHOME EXISTING 1 TWINHOME SXUAD LU 1 Gt. SIN �� - ME: 07/19/04 1I_ _. t 1ll, ' I / �1 IEfi1DCYllS YYEIIA MO' III J L1 .1 I. MARK THE NINTH SIBS OF THE TREE N .. : STRAND 14 GA GALVANIZED PREPARED : TE NURSERY. NO ROTATE THE TREE TO MBE NM TURN BUCKLE FACE NORTH AT RE SIZE MENDER REMOVE ALL DEAD CROWN AM RETAIN FLARE R NOBLE AT THE TOP — I f� POSSIBLE 161%1 -I/4' POLWROPYLDE W "^ • FINN' REMOVAL OF UP TO 1/3 a - OLYtE1HYLENE STRAP JEFF HAUSE BRANgID STRUCTURE S ACCEPTABLE. 6' -O MANN STEEL STARE OR OTHER VALLEY RENTALS, PRUNE ONLY CROSSOVER 0185, CODOIDLWT APPROVED STAKE YAIFRIAL LEADERS, NO BROKDI W DEAD BRNICIES. \ . / ; FLAGGING (GE PEP HIRE). 1937 S. GREELEY ST. SOME Hume TWOS AND LATERAL i 6' DEPTH MOOD CHIP MULCH. S DIA. BRANCHES MAY BE PRUNED: WAVER, pO l t6' pILy RROPTTFNE OR PaYERIYIEN NOT RI]ID1E THE 1ERMNM BEDS BE ` J ,` (REFER TO SPECIFICATION). ). DO STLLWATER. MN 55082 BRAN EMC THAT E XTED TD TE EDGE O / STRAP (b ML km.) NOT COYER DIE TCP OF THE ROOT THE Calm. B ALI NTH SLA TO \ MRM TREE TO FIRST BRANCH (BEGNHING y, W NNN R NORM s8E of THE ERNE N THE ^ . AT BOTTOM). <P..4 '' pCATF1 MR THE ND MY E ROTATE THE TREE 1D FACE ' NORTH AT THE 91E MMENDER POPOSSIBLE. I FLAG= (OK PER MIRE). 4111,10.... .' OF THE ROOT BILL WTH SOL ma TREE MUST BE PLANTED SUCH THAT - p RODENT PROTECTION ' 'iY`� l ' � ' ROILY MTH M FOOT PRESSURE L RASE TAP SOL . THE TURN BE THAT ROOT BALL DCES NOT SHIFT. ■ C DHOTIS SHRUBS SHALL HAYS THE ROOT RAIL. TREES MERE ME TRUNK j [, TOP OF ROOT BAIL TO BE 1' ABOVE /� A MNWUM Q' ME CANES AT SPEWED DO NOT FLARE IS NOT VISIBLE SHALL A COVER THE TOP OF THE ROOT REECTED. I 9NIROUNONG CAME. CUT ROPE FOR SOD A M N I UNLESS E CANES A SIFED ON (E IOU. AP LOCATED AT TOP OF ROOT BALL BURL ...:.• �l �Y • �NKi it e , LANDSCAPE MATERIAL SCHEDULE. DORLE S PLWTRIC SOIL (REFER TO SPEORCATION). 1 T OSO1L \ � / ii AAND GALVANIZED MM VARIES � J 3 '� OO NOT CO VER ROO BALL WM salt BUCKLE (SEE STAKING DETAIL) Ff y 1 ( i - > // 3' MIN. HEM CHIP "CH (REFER Oct y C` , i '. A 4' MOW STN(E. SET AT �� / T O SPECIFICATION) 6' -0' HIGH STEEL STAKE OR OTHER ,,,i \ 1 ) APPROVED STAKE MATERIAL TOR n v I� ) ', UNDISTURBED OR CpPM1ED �1 ) `�\y EROTIC (REFER TO SPCFOAMIN 6' DEPTH WOOD GIP MULCH. 5' ON MIN. 16• �. I • :GRADE REFER 10 UJIDSCIPE PLAN FOR CRIXND �� _ 2'K2" WOOD STARE SE AT AN GLE COVER ROLL BACK TGP 1/3 OF BURLAP ON REFER TO SPECIFICATION. DO NOT COVER An : • "`11 OOT B ALL REMOVE ALL TUN ' ' J I• T !'�• • . L ROOT BALL MTH SA ) S - NP IL ORD PESS ROOT BAL BAS 'ate • V l �A - E. � ' ' _ ROPE HIRE, ANO BIIRIAP. E� '' raw (.1? S „ Fl SO MM M FOO P 50 TH AT ^ ��_�'� 5 i= k 7 • ROLL RACK TOP 1/3 O BURLAP ON ROOT ` ?„.17.111. � , , ROOT BALL DOES NOT SNF7. '� ` * y Y \. v. M •I TAMED OR COMPACTED SUBGRABE BALL E -0' (MN a 1rrrl� - Y -0" (MN) ']B?- �Vri� ^^ s„' ` . S GRADE TO CU R FOR � - IV Plk - \-- // � '� _ona / � . BURLAP LOCATED AT TOP OF ROOT t„.-..r.4 • • FABRIC (REFER TO ►. Y y b I '/ y %il BURLAP `qqp SPECIFICATION) %/ \ wA� 1 � r �� � �iLR� �..� . �V \ \v G� � � ;F/ PLANTNC SpL BOTTOM BE ROOT BALL 1D 9T ON ii'n\ c i UTtTc00AIED W TAMPED SIIBWADE BOTTOM OF ROOT BALL TO SIT ON ( OBE TO TO ON STOI ATON) UNEXCAVATED OR TAMPED ®PLANTING DETAIL — DECIDUOUS TREE 9RGZLDE BOTTOM O SHRUB TO SL ON SRWADE No SCALE ®PLANTING DETAIL — CONIFEROUS TREE NO SCALE Ng" DETAIL —SHRUB NOSCALE -t`. 1 ` : WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TYRE W CABLE SIZES SHALL BE AS FOLLOWS: LULU -.,.. TREES UP TO 65 IAN (25) CALPER - 14 GA TREES UP TO 65 MM (2.5') CAPER - 14 GA. MAT TIPS AND MCLlIONG) PLANT SIZE DR (NINES) DEPTH TO L6NMUN VINE MOTH AP DE TH (O (INgES) HOLE ' x' TREES 65 MI (2.5 ") TO 75 NY (3') CARPER - 12 GA. TREES 65 M MM N (2.5) TO 75 (3') COOPER - 12 CA. °`•�.�' F - 1 3' B.B. 42 IT WHEN MRE CAR CABLE ONLY ENOUG4 TO KEEP FROM SUPPNG. ALLOY FOR SOME TRUNK MOYEIDNT. PLASTIC HOSE TOWN MRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOMENT. PLASTIC HOSE Opio 1 BPTON 2 4' BB. 5T 13 ` .. SHALL BE LONG ENOUGH TO ACCOMMODATE 35 NA (1.5' OF GROWN AND BUFFER Al BRANCHES FROM TIE MME. SAL BE LONG ENOUGH TO ACCOMMODATE 35 MM (1.5' OF GROWN AND BUFFER ALL BRANCHES MN TIE TIE. 5 B.B. 80 13 .,.:y ' EWRGIEDN TREES F B.B. RI TS TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE MRE NRAP SO THAT NO SHARP 'ARE ENCS ARE EXPOSED. TUC( ANY 1005E ENDS OF THE WIRE OR CABLE NTO THE TITRE TRAP SO THAT 8'BD. T NO SHARP 'WIRE ENOS ARE EXPOSED. Y B.B. 81 1 72 1 6 - N U IF B.B. 90 20 10' B.B. 102 21 'k „„ , \ 1 -I/4 B.B. 60 IA LULU '} 'If /L 4 I -1/2 BD. 66 15 �3 �T / 1 % �� f � �y' ! / / SHADE A RaYAmNC 1-3/ It 7 8i i is NKTALL THREE WY PARES PER \`y / I � ��—_ BB 84 19 13 MM (0.5' OA ,// ACID EVENLY MOUND THE _ `( / ` ` �- TREES 2_,/..3.. D.B. 72 16 4i .A 4 i ` 3 B.B 96 20 )` 4 `/ `j� v ' _. 3-I/2' BB 114 23 • }� I( *11 M (0.5 ") DIA BREBREATHABLE ABIE FABRFABRIC IEEE 4' BB 12fi 25 GALVANED ANNE `/ PUSTC HOSE WRA AP PLFD FROM TRUNK ! 36 al: CABLE OAST 'MRE TO Y PLASTIC FLAGGING OR OREN TARO -WAl1ID PLASTIC ' ,I. FLARE TO THE FIRST BRANCH. EVERGREEN SHIRRS 3' at 48 12 ( TIGHTEN. GN- VMIZED MRE CR CABLE VISUAL MARKER TRAP PAPER Ma' THE ( UPROOT) OR TREE SHELTER MATERIAL WIRE TO TORTEN. TURNBUCKLES ON EACH WIPE EDITOR UP MTH SUFFICIENT C 1B' SPREAD 8.6. 30 8 6 -O STEEL STARE OR EO RGA TRUNK FLARE TO OTHER APPROVED STAKE FOR TREES OVER 150 MA (6') i FIST APPl BRANCH. F OVERLAP TO COYER ALL BARK. EVERGREEN SHIRRS R SPREAD BB. 36 9 CALIPER. OP .. METAL DRIVE ANCHORS. MATERIAL I I NSTALLED BCOEWADABLE PlAS1O TAP (SPREADING) 2 -1/2' SPREAD B.B. 42 11 MM (301 LONG 1 ' a' MANUFACTURERS DIRECTIONS. 1 BIODEGRADABLE PLASTIC TAPE 3 SPREAD B.B. 48 12 750 ALL STAKES SHALL RE ) WOOD STAKE F , IT CONT. 30 8 I HEREBY CERTIFY THAT THIS PLAN, DRIVEN OUTSIDE THE I 1200 MY . 15' C 33 9 SPECIFICATION, OR REPORT WAS EDGE OF THE ROOT BALL (4 FT.) ALL STAKES SMALL BE DRIVEN( } I - • 18' CONT. 42 II PREPARED BY LAN OR UNDER DIRECT t y , 18CO IN (6 FT.) OUTSIDE THE EDGE OF If ROOT -u' i z' COAT. 46 12 �i� CONT 54 14 SIPERVI9ON, AND T I DULY $•"..E., C .P "mss — S:N_E.s:F� .. _ REGISTERED LAND CT UNDER .. � -1.4."1-'7"1..' T • _, t � � 4' COAL 0 14 THE LAWS OF T MINNESOTA \\; ". "1 % BALL •V MIL a ,4„, \y am^ . . r ,yg DECIDUOUS 9 IRUB5 18' BB. 27 7 G �,S �\ �...�� 6 \ \ \ \ 3' B8. 30 9 a \ \ / � I� � `Ar �/ ���.UI� 2 B.B. 30 8 4" ' ETD. 48 12 .<4. smug ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGANST THE TREE ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE MRE OR CABLE AGAINST THE TREE 6' BB 54 14 _ TRUNK IS A LOOM CF 12 LIAR (051 TRUNK IS A MAMMA OF 12 Al L (0.5) APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 IN (0.5) GAP BETWEEN THE TRUNK /I CONT. 23 7 FUMED NAME AND THE SHEETING. /2 CONT. 26 9 REMOVE ALL STRONG AS SOON AS THE TREE HAS GROIN SUFFlCENT ROOTS 10 OVERCOLE THE PROBLEM THAT REMOVE ALL STRONG AS SOON AS TIE TREE HAS GROIN SUFFIX ROOTS TO OVERCOME THE PROBED( THAT CORONER GROIN _ REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER MAN THE END OF THE FIRST CRONIN REQUIRED THE TREE TO BE STAKED. STARES SHALL BE REMOVED NO LATER SHOULD THE END OF TIE FIRST GROWING TREE MAP SHO BE NSTALL TH ED AT E OF PLANING AND BE REMOVED AMEN DIRECTED BY THE LANDSCAPE PLATS IS CONT. 36 13 WIDE IBC SEASON AFTER P SEASON AFTER PLANTING. ARCHITECT. BUT NO LATER THAN Ti MONTHS AFTER PLANTING. f7 COAT. 42 13 LANING. /IS COAL 51 18 Q woofs TREES NORMALLY DO NOT NEED TO BE STARED AND STRAWS CM BE HARMFUL W THE TREE STAINS SHOULD BE TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HAWK TO IRE TREE, STRING SHOULD BE LANES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED EXCEPT DOE ONLY MTH THE APPROVAL OF TIE LANDSCAPED ARCHITECT F IT IS EXPECTED THAT THE TREE MU NOT BE DONE IDLY MTH TIE APPROVAL OF THE LANDSCAPE ARCHITECT F IT IS EXPECTED MAT THE TREE NIL NOT BE TREES MTH VERY THIN BARN, SUCH AS RED MAPLE, SHOULD BE TRAPPED F APPROVED BY THE LANDSCAPE PLANT ROOT BALL NM IN CLAY SOIL TYPE AND PUNT ROOT BAIL AT GRADE IN SANDY SOIL COMMONS. ABLE TO SUPPORT ITSELF. ABLE TO SPPORT ITSELF. ARCHITECT. ®75 (3") R LESS NO SCALE ()TREE MM STAKING MORE No SCALE •TREE WRAPPING DETAIL NO SCALE ®PLANTING HOLE DIMENSIONS NO SCALE IF Vr S A EVERGREEN BED PREP aATION ALL MASS PLANING BEDS SHALL BE TILLED TO A MNMUM WE STAKNR IT IS THE LANDSCAPE CONTRACTOR'S RESPON%BITY TO TAKE EVERY STEP ACCESSARY TO SIT C@DITIONS 1. DEPTH OF TIN NCIES AJN O ALL ER SOD. SEED AND PEAKING ROGATION T ER ARE ON PLAN SHALL ECD YE 100S RIGHT-OF-WAY AY (RO M TWIN R E EEES AND SHRUBS L A E V AND PUO CONDITION AT ALL TIMES ONA THE MILD OF THE OTITRMBE E PR TIE E AND 1 SYSTEM AREA WALL INCLUDE PER AN PUBLIC RIGHT-OF-WAY AREIN) ANNUM. PI MTING BED PREPARATHB; PROVIDE 1 FOOT OF STERILE PLANING M% AND FERTILIZE MTH A 10 -10-10 LIMA GUARANTEE PERIOD. E EIELLY THAT PE VANDALISM, C M, 0 O OR HIND SHALL BE ARE I SCOPE O. F THE I. F O LANDSCAPE OTHER PERCEIVES CH DEFICIENCIES NEGATIVELY N TIE PUNT L MATS, A BETWEEN THE PROPERTY LANE AND 1FE BMX OF CURS TIME NEW LANDSCAPED MPIIOVELQIIS ARE LANDSCAPE LANDSCAPE CONMACI PERCEIVES MAT PPROBLEMS CLAD OCCUR, IT SHALL BE THE LANDSCAPE CONAMIWS CONDOMS, OR MY OTHER SITE GUARANTEE MICR MINT NEGATIVELY AFFECT TS PLANT MATERIAL E ATTENTION PROPOSED. GRANULAR fERTLZER PER THE MANUFACTURERS INSTRUCTIONS. RESPONSIBILITY TO STARE A D /CR GUY THE TREES ACCORDING TO TIE OVALS ESTABJSITYENT, SURVIVAL W GUARANTEE TINY SHALL BRING THESE DEFICIENCIES TO 711E A71FN11IDN O THE LANDSCAPE ARCHITECT IN MIRK PRIOR TO INSTALLATION. 2 TIE IRRICATHN CONTRACTOR SHALL WRIT DOSTNG AD /W PROPOSED IRRIGATION SYSTEM LOCATIONS. FFRAI7ATON ALL PLANT MATERIALS SHALL BE FERIIUZED UPON NSTALLATION MM TIE FOLO'HNC TYPES AND TREE DEAMDIG MAPPING MATERIAL SHALL BE DUALITY, BREATHABLE FABRIC TREE MOP MANUFACTURED FOR CUMRTES CF FERTILIZER MIXED IN MTH THE NAMING SOIL PER TIRE MANUFACTURER'S INSTRUCTIONS. MIS PURPOSE. ALL DECIDUOUS TREES RANTED N 1HE FALL SHALL BE WRAPPED AFTER NOVEMBER 1ST MD 2 MEP ALL UNITES HAVE BEM LOCATED AND PROPOSED PUNT MATERIAL LOCATOR STARED, ALL OF THE 3. THE IRRIGATION CONTRACTOR 511AU. BE RESPONSIBLE FOR PROVIDING THE FOLLOWING ITEMS MOO ARE PRIOR TO DECEMBER 1ST OF EACH YEAR REMOVE AU. WRAPPNG AFTER MAY 1ST AND PRIOR TO MULE ITT OF RROPOgO RANT MATERIAL LOCATION MUST BE RE'AEMED AN APFROED BY THE LANDSCAPE ARCHITECT SRECT TO RENEW MO APPROVAL NY THE LANDSCAPE ARCHITECT POOR TO ANAL ACCEPTANCE OF THE SPRING PMINC APPLY 10 -10-10 GRANULAR FERTILIZER AT THE RAZE BF TWELVE OUNCES PER MO TO THREE EMH TEAR POOR TO ANY EXCAVATION PROPOSAL NOT CN.PER TREE. AND SIZE OUNCES PER SHRUB. A. A SDP ORAWNC ILLUSTRATING M ROGATION PLAN WHICH INCLUDES PPE SIZES, FOX HOLLOW 6 I.PBOTEEMIN; PROVIDE ON ALL TREES EXCEPT CONFERS MESS OTIERMSE SPECIFIED ON RIMS 3. ADJUSTMENTS N LOCATION OF PROPOSED RANT 'ANIMALS RAY BE NEEDED IN THE FELD. THE HEAD TYPES SPRAY AREAS VALVE LOCATIONS SEEDING LOCATIONS, BLOW OUT SULLEN AND FALL PIANRNG (BEFOE MNIER >< l V APPLY 0 -20-20 GRANULAR FERTILIZER AT THE RATE OF LANDSCAPE AROITECT MUST BE NOTIFIED SNOAD NAY AD.USTMENT BE ADVISED. VALVE LOCATOR AND CONTROLLER LOCATION. IMELA OUNCES PER 110 TO TREE NCH CALIPER TREE AND SPA OUNCES PER SHRUB. 4. NO PLANING 10 BE NI INSTALLED ULNA WARD AND CONSTRUCTION HAS BEEN COMBED N THE B. SPECIFICATIONS AS A PART OF THE SCOPE OF WON WHEN BIDDING. P.U.D. I SW USE SOIL EXCAVATED FRO( RIMING HOLES AND THOROUGHLY NIX N AMENDMENTS. SOIL MEDIAE N O PL AREA C. CALCULATIONS FOR THE LARGEST ZBNE AND THE (ARTIEST ZONE. AMENDMENTS SHALL NCLUDF I/3 PEAT MOSS TO 2/3 EXCAVATED SEAL FOR ALL PLANTING SEAL N ADOPON, DRIED 4. THE IRRIGATION CONTRACTOR SHALL VEPFY ALL MUTT LOCATIONS ON PROPERTY BY CALLING 'COPIER BONE LEAP FOR AU. PEPENNAL LOCATIONS REMOVE ALL DEBRIS NCUONC ROCKS LARGER MAN THREE NCH WOIDOIAN9p GANDER. STATE B -252 11666: 48 iUTY' OCAT TO CON A SMALL AA LSD CONT� OR PRO FREE GENERAL OAK PARK HEIGHTS 1. PRECEDENTS -PLAN TAKES PRECEDENCE OVER LANDSCAPE MATERIAL SCHEDULE F OSCREPACES IN CONTRACTW PRIER TD STAKRD NEAP MO PPE LOCATIONS • ••• •`• - - - -. MIS EDGING SHALL BE A ANNUM O A FOUR NCI TALL PVC COMIER(TAL WADE EDGING. INSTALLED METH WANIITES EAST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. TIRES METAL ARCHER STARES PER IYENTY FOOT SECTOR. ALL MASS PLANTING BEDS SHALL HAVE EDGING PLACED 5. RE NRMCATEN CONTRACTOR TO COORDINATE IRRIGATION SYSTEM INSTALLATC BEIMEE1 MULCH AREA AND ANY ADJACENT TURF AREAS. UNLESS SPECIFICALLY NOTED ON THE LANDSCAPED PLANS. 2 PLACEMENT -ML PROPOSED PLANTS STALL BE LOCATED CAREFULLY AS SHORN ON DOS LANDSCAPE WWANG ON SITE AND 1TE PHA,T OF CONSIRUCIMN. EXHIBIT 9 PLANS RESPECT STATED DIE/ISONS. DO NOT SCALE DRAWNGS. SHALL BE PLACED N A PLANTING BEDS. EXCEPT MERE PPEREMNALSSHAHAW SMOOTH, A FIBER MAT BEEN MASS PLANTED. THE M BARRER ED 3. PROCEDURE (PROCESS) -ALL PUNTS TO BE NSTMIFD AS PER PANTING DETAILS. SHRUB SPACING OF 6. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSBEItt TO NS MAT BARBER 91111 BE LANDSCAPE FABRIC MM A TAUGHT OF 4.5 TO 5.5 OUNCES PER SQUARE MAD, FABRIC SHALL BE 5-0' W LESS SHALL BE MASS EXCAVATED AM/OR CULTIVATED BY TILING. PLANT IN STAGGERED ROWS ON PARING AREA ABE IRRIGATED PROPERLY. ULIRAAOET UGHT STABILIZED AND HAVE A MINIMUM FIVE YEAR KEATHLRARUTY FACTOR N FULL TIJNUONT. A THE PEMIETER FRST, THEN UNIFORMLY FIL IN MTH FLEMARING CUANTTY U9NG TRIANGULAR SPAWN. 7 ROGATION HEADS LOCATED NEXT TO HMDROS AND CURB LIES MUST RE PLACID APPRO IIAIELY ONE APPROVAL T MA TO ACIURENS1OSP SPECIFICATIONS MUST BE SUBMITTED TD THE LANDSCAPE ARCHITECT FW RENEW AND AROUND D PROVIDE A HOE FOOT RADIUS AREA CLEAR OF SNUBS EACH DECIDUOUS UOUS TREE AN0 EIGHT FOOT FOOT FROM THE PERMAMNT STRUCTURE N ADDITION. TIE SPRAY PATTERN AND DISTANCE MUST BE STANDARD RADIUS CLEAR AREA AROUND EACH CONFEROUS TIRED P1AN1NC BEDS SHALL BE MASS MULCHED. ADJUSTED TO PREVENT OVER SPRAY OF THE HOLDINGS AND DRIVEWAYS iaCt1 AS SPECIFIED ON THE LANDSCAPE PUNS. ALL RATING BEDS TO RECEIVE A THREE INCH MI NNN DEPTH 4. DENIIFICATON-ONE SHRUB PER TAPE AND SIZE IN PLANING BED AND EVERY PIPE OF TREE SHALL BE IL AT THE COAMETON OF PE DISTILLATION AND PRIOR TO THE ACCEPTANCE OF 91f IRRIGATION SYSTEM, LANDSCAPE OF YUCK, MIER NEED BARRIER HAS BEM SET N PLACE ALL NDIAOIALLY PLANED DECIDUOUS MD CONIFEROUS CLEANLY DEN1WEO (CONON OR LAIN NOMENCLATURE) MOH A PLASTIC TM WILCO STALL NOT BE THE IRRIGATOR CONTRACTOR SHALL PROVIDE THE OWNER WM: TREES RECEDE A 90 INCH MNN M DEPTH OF SHEDOD HARDWOOD MULCH MTH NO MULCH IN DIRECT CONTACT REMOVED PRIOR TO OMER ACCEPTANCE A. A AS-BUILT DRAWING OF TIE NRIGATON 51SOEM MOUNTED ON TIE WALL NEXT DETAILS A. NTH TREE TRUNK. MINIM 5 WMETER. TURF ESTAB IGMFNT• TO NNE INTGATON CONTROLLER. A LIFE STAKpv; IS THE E LANDSCAPE CONTRACTOR'S RE9+ONSIBll1Y TO TAKE EVERY STEP NECESSARY TO MNNTAN B. TIE PROJECT ND TO PLANT MATERIAL WORN RECNBEHENTS. OF ME G TWO SPARE SETS OF ALL IRRIGATION HEAD CO CONSTRUCTION (BODIES, NOZZLES. BE AND SHRUBS IN AN UPRIGHT MA PLUMB CONDITION AT ALL TINES AREA THE END I THE LANLANDSCAPE 2 TIE RUSHED GRIME 6 SID OR SEED AREAS SHALL BE HELD TO ONE NM BELOW SURFACE ELEVATION SYSTEM FW ILVES DIS 9KTE. ETC.) USED 14 THE CONSTRUCCONSTRUCTION DRAWN /CHECKED BY: SPF /JAM CON . TRACTOR PERCEIVES THAT PROBLEMS COULD OCCUR, IT SHALL BE ME LANDSCAPE CONTRACTOR'S RSPONoBI.tTY TO STAKE AND /ON WY THE TREES ACCWONG TO THE DETAILS. OF MALI, SLAB, AIR. ETC., WHERE SOD W SEED AREAS ABUT PAVED SURFACES DATE 07/19/04 3. SOD SHALL BE LAO PARALLEL TO THE CONTOURS AM SHALL HAVE STAGGERED JOINTS. SOD SHALL BE STAIOD TO THE WOUND ON 9DPES STEEPER THAN 3:1 W N DRAINAGE SOLES PLANTING DETAIL — DECIDUOUS TREE 4. REPAR ALL DNAE TO PROPERTY FROM PLANINOOPERA AT NO COST TO THE OMEN. NO SCALE ® GENERAL IRRIGATION NOTES (OPTIONAL) L2 , 1 NO SCALE ® GENERAL PLANTING NOTES N0 SCALE G N m vi L , 4 .... F110 Ln } 1. t a t- V H FOX HOLLOW P•U•D• 0 OFFICE BUILDING #1 -2,093 S.F. m y 1 y OFFICE BUILDING #2 -7,600 S.F. LL 29 UNIT CONDOMINIUM/ 58 BEDROOMS L 0 i M C I � ll1 O .LI � t -- d - OAK PARK HEIGHTS, MINNESOTA J le J.G. HAUSE CONSTRUCTION, INC. FOX HOLLOW P.U.D. OAK PARK HEIGHTS MINNESOTA SITE PLAN SHEET INDEX (GENERAL PLAN OF OFgCE SIGNAGE DEVELOPMENT) (SEE A4 t) 'L Al TITLE SHEET/ SITE PLAN (P.U.D.) - -, - 75 PR OFFICE f' ow = 41 2.0 sq- ft. OFFICE #1 0 34 • A2.1 FLOOR PLANS / ELEVATIONS _ • • • • • • . 0 F' IC { - . C 4600 sq. R , COVER mommnimmumai OFFICE #2 ii i_ A2.I FLOOR PLANS /9 37 3 Revisions 5 a •a 'i 26 A22 FLOOR PLANS A3.I ELEVATIONS I J / CONDOMINIUM SIGNAGE. 0 n � 1 � � 1 0 (SEE Aas) � l 21 UNIT CONDOMINIUMS ,n; I & . „� - y ' A2.I FLOOR PLANS �wnnml� PRO POSE -- „ / 9 -UNIT CONDOMINI M' A2.2 FLOOR PLANS 3 sa3 sq. e. A2.S FLOOR PLANS i hereby , eat this Mon, ' � ! l , / 9 ; >s r A3.I ELEVATIONS `a°" fO�y`ex« °"�°° A32 ELEVATIONS wuporwofaa N + 1 am a duy � " / 1 % 1 O RglWnd Ara ohPo.ot wldar u,. Iowa a n» data w it " 1111 111 _ MINNESOTA — A4.1 SIGNAGE, TRASH ENCL. $ FENCE POOL { . - DETAILS Dote :31,622L2 • Reg. Ks. : - -1 1 DASHED LINE INDICATES NINABER: 04 -020 . SEE A4 .t FOR ISSUED: 7/20/2004 OEfA05 DAWN BY: Id9 CHECKED BY: Id9 FILENAME: O P.U.D. SITE ' FA I EXHIBITIO (GENERAL PLAN OF DE E 0 2004 Grube Architects E ev o :. i �n u N Z y .. N V - gla '') 1 � 7 3 4 3 N 'f O 3 N i 9 N m d 1 _ . ■ , I I L W ��,7f �� E s E Fmc HOLLOW _ n i� :n 11.1 gr. u m t� 1. \_. _ . N 1-An 4�5"C _. CL o 516NA6E O WEST ELEVATION O NORTH ELEVATION /— k SCALE 1/8•=1•-o SCALE: W I —O' I _ — 1 4 6 _,,,s11,.....,_ - ASPHALT _ , _a SHit4CaLE5 t J.G. HAUSE c CONSTRUCTION INC. =--'— T Ir FRIEZE eoA OFFICE HOLLOW rryy)) _ . . a �� O 5• *� OAK (1 SHEIG u RE — , u .. — . — * LE R, ma I ii ii NE I __: = NMDI S �°LAN rr1 o RR HTS .. ...■ �.. .. • .. AK PA K — =T _ � I. � _ • � 1 — = ■'. I hr.) MINNESOTA , � ROOK FACE BLOCK _ 3; we w� � �" I . F N FL ■ po' WO o• \ _ VINYL CLAD, F4000 _`r FACE BRICK Ye1DOYE 01RJ (GENERAL PLAN OF O EAST ELEVATION O SOUTH ELEVATION DEVELOPMENT) SCALE ,IB'= T-0 SCALE: US' = t-fr FLOOR PLAN ELEVATIONS f 15 -0' / iiiiiiniiMiniMMMIN Revisions . I H . rXEOUTIVE OFFICE OFFICE CONF✓ OFFICE E BREAK R 1 � k. TOIL[ -_Tyl l? S' MIIIIIIIIII Q ONE STORY e B I hereby certify that ea. pm WORK AREA OFFICE « �° prepared ! wpervWon and that I em a duly 2 S.F. Ibal.tan lass of INTHiIOR FLOOR Indsr t . d lass of the Stab of PLAN SMELT TO D ALTCOADO O REGEPT✓ SECRETr WAITING l_ I I 1 \ .1?. Data :SL9@/20O4 Rea. No. :4 PROJECT NUMBER: 04 -018 ISSUED: 8/20/2004 ar -0 .• w la-0• a'o• DRAWN BY: kla • TS'-0' CHECKED BY: MID FILENAME: O FLOOR ,•-0' PLAN a NERAL PLAN OF EXHIBIT 11 SCALE: UB' = I 0 2004 Grube Architects r il F14 t 0 -. ali ll 6 m w r � r 3 T T o T N e m 9 e tw vi - .o N 1 :4 0 i i d m ;7, o+ m � 4 "I„, L � � o c o 0 3 L a^ d 4 9 G v —4 STAIR — in- J.G. HAUSE i I CONSTRUCTION INC. I x txw�co, EACH I FOX HOLLOW P.U.D. I ( I OAK PARK EIGHTS MINNESOTA - i I I . �— X � /' . (�I I1 (GENERAL PLAN OF .. $ � � t DEVELOPMENT) GARAGE �, �_ _ �♦ 5265 5F. � �\ 0 0 Ili 11 i '� FIRST FLOOR PN r-'` Revisions / . I hereby certify that this plan, by specification mind direct prWOnd under / ittd duly Registered laws St 1 /// under the Iaee of the State e of MINNESOTA KEW ' L BE Dote : 6/09/2004 Reg. No. : PROJECT NUMBER 04 -019 ISSUED: 7/20/2004 DRAWN BY: Mg CHECKED BY: lag ARAGE LEVEL PLAN FILENAME: 1 SCALE: lire PLAN EXHIBIT 12 (GE 1NT) OF ' 0 2004 Grube Architects rr • y II6'-0' E V N -I 1 F- ,STAIN L L 200 S.F. SECOND FLOOR s ' OFFICE L cn N 3,3 S.F. ,a lL- s N _ +' 11,6 S.F. TOTAL OFFICE . ... 00 — 3 \ . , m „, 4 — — 4 r^; PI w a OFFICE OFFICE 0 •0 i',.,- SPACE SPACE I er T er 4 m l7 O 7 L Y f} M= fi j,,,.. OPEN TO . s o • mow ii a w`l` II` I11 ) I _____ _____ _... _______, . k . `, J.G. HAUSE t. CONSTRUCTION INC. FOX HOLLOW P.J.D. OFFICE (2 S.t) ' • s OAK PARK HEIGHTS 116'-0' / MINNESOTA O SECOND FLOOR PLAN SCALE 1l6' =rte 116-0' (GENERAL PLAN OF DEVELOPMENT) STAIR 2005F. SECOND FLOOR OFFICE 3,3 S.F. , 1,600 S.F. TOTAL OFFICE - SECOND FLOOR PLAN 9 Q Revisions 2 OFFICE OFFICE SPACE SPACE 4 V OPEN TO BELOW t I hereby owfifr that this plan. bpaalfloatloa or report was prepared _________________ l by me or ender ct dirdirect e supervision I am a dub u i lows of tits SWOs of SUNNIMOTA �- 1111 _ - 4 � . - -- -- - -- - -- I ! , i I I 1 Date tiLttiodie kW Ne- :1211211. r I •,._, PROJECT NUMBER: 04 -019 ISSUED: 7/20/2004 DRAWN BY: MQ CHECKED BY: k19 FILENAME: 116-0' ' ENERAL PLAN OF O 1 FIRST FLOOR PLAN EXHIBIT 13 ' " NT SCALE ire• -ir0* C 2004 Grube Architects C N Rril V W Z a ...I.'. S N I . all a 3 d 1 = -C O_ N N m .° ti �w __,,,,aill111.11111111111111111111111111111P-Allimmia._ /IIMIPPlw- vi _ _ T - kl d m CI 2 'til m Mt * - - _ - �� p n =� = ■.I■ a.■ = a i i il i - �i i Ii a� ■ A l I■��■_I ■�.■ 1 i• 11, =I • _ I _ ■ ■■ ■) IIIIIIIIIIIIIIII !1111116111111 li���� _,. , , t , , ._. J.G. HAUSE CONSTRUCTION INC. 4 EAST ELEVATION 3 NORTH ELEVATION FOX HOLLOW P.I.D. O SCALE 1/r --1'0 MINNESOTA O SCALE .ELEVATION OFFICE (2 Story) OAK PARK HEIGHTS (GENERAL PLAN OF DEVELOPMENT) ELEVATIONS 12 z 1 Revisions a ASPHALT SHINSLES - - _ — - � — - ELEV �• -z va r - -- . = � �„ ■ - �' 17 FRIEZE BOPRD I _ ■i u • • ■ .....----..= n ,o,,.._ wRrL cLw, noaD , - _ S' LAP 4gN6 Z - .. Fxi A - PLMY.(7YP — —° x xx - :. - PLAt+K(1YPJ 1 that this 1111 � — I ■ ■ ; . ■ ' � ■ .; ■ I III ■'o = ��� I ■I. ■ . sup i e n a nd that I am a w p dul _ _ . ■ ■ . ■ —_ ROCK FACE BI.PLK �. ■ ■ ■ ■i ■ ■ (tYrJ _ _ wppNen and that , du =ex the Arth of the state of b . \ ._ • • RANTER _ Fxt MINNESOTA o _ r LAP 91WN6 1 7 rs F'.^a. IIIIII111111III ,,,,...9_,_., . + ROCK PAGE BLOCK o K E WRDI- PLANWTYP1 i .,csg�... ...� ' .« .. �..,.�. ..» _- ..._.... .....a,a � ___, III. 'II " ' ' I os.I (TIP) 4 - DaN :1192/1494 Rp• No. USX i eEV " D94 PROJECT NUMBER: 04-019 1 �Z .- -- b BY: 77/920/2004 CHECKED BY: Mg O O WEST ELEVATION SOUTH ELEVATION FILENAME: SCALE: 1m' =1'-0 SCALE. iv. . (GENERAL PLAN OF EXHIBIT 14 DINT) ' 0 2004 �`] G r b Ardriteds , E N ri m y w © ` 1 O d a O 3 7 `_ O y 3 N ' W MT �� i tr1 � � It _ ~ om . • k 0 ri fr, I I / t I �, Li- Oh 00 t o r m r7-1 I / ../ al .. // I/ 1 t /// , . !i �l j �� m � .. .../ / r 1 / I � � 1 � '`�. fill, , tfr r � ` l ite 1 � l jr' I/ 1 1 ___ ti , I 1� pi--, G i lt 1 LL- ����III # TRASH ,,/, I � ~ J.G. HAUSE 31 TOTAL `' /o OX HOLLOW P UDC 1 � 29 UNIT CONDOMINIUMS // / PARKING OAK PARK HEIGHTS 0 / �> ' r MINNESOTA r 11 J �� 1 '.. . . all_ ! �/ t ( � f ` / 1 � GA R,4GE OO � / 1 O r' � ; FO OT PRINT (GENERAL PLAN OF r I l ! 7 I / I / 1 S.F. DEVELOPMENT) � / _ t , 1 i ; r r % � SLOPE PLR �: r j tt+raaort FtoOR I , f FIRST FLOOR PLAN ❑ GARAGE PLAN Rev'�sions 3 - -- 3 21 UNIT CONDOMINIUM. 21 (TWO) BEDROOM UNITS. 58 j BEDROOMS/ EXPECT 58 ---` RESIDENTS Z 711 - ' 9 I hereby certify t w pbn, me or u m IR or report was pspa,ad by su me or under my am ----- -- -'- -'- - -- RR Nehit I am a dub under the lawn of the State of UMIN60TA Dols : Rag. No. :12211. PROJECT NUMBER: 04-020 ISSUED: 7/20/2004 20-O' - . • 20 DRAWN BY: tag CHECKED BY: tag _ , FILENAME: / 0 0 0 ENERAL PLAN OF O GARAGE LEVEL PLAP EXHIBIT 15 'Ari" SCALE: tref=r-fr ' ® 2004 Grube Architects E N °u 417 v Z E u A d ac' m m 7 3 v = o 1p b , ; N r x_ m. 7 1 N Y1 l."1 W r E 4p'-p, .e N X 0, LL d TWO d BEDROOM `Mlle 6 �, " 4 7 1,120 SF TWO t BEDROOM i _........,_ r ., 1,160 SF ,0_' ° s TWO L •"' BEDROOM i*---_______________________ 1,160 SF�� ^ BED 1,219 ROOM SF J.G. HAUSE VI allit CONSTRUCTIbN INC. TWO FOX HOLLOW P.I.D. BEDROOM OAK PARK HEIGHTS MS 1,146 SF MINNESOTA TWO `, B EDROOM TWO QI 1,160 SF BEDROOM 1,117 SF (GENERAL PLAN OF TWO DEVELOPMENT) BEDROOM • aillI llIllIllIllIlmp 1,397 SF SECOND FLOOR PLAN N. ...A EINIIIIIIMMIMIIMIMMMOMMMII Revisions ir TWO TWO i, 4 BEDROOM BEDROOM I hereby certify that this er p. 1,189 SF 1,160 SF specification or report was proceed by ms or under my dined Its t am a duly r the Iewer of the State of MpNNESOTA � -GR :Ma w PROJECT NUMBER: 04 -020 % 2eb' ISSUED: 7/20/2004 4. DRAWN BY: ldg �, -0 , / CHECKED BY: Ng FILENAME: INIIIMEMMIIMINIMIEMM NERAL PLAN OF O FIRST FLOOR PLAN EXHIBIT 16 SCALE: Ire V-0' I m 2004 Grube Architects E N 0 1W 1-9 oa ° n � ■ d Z Z Z RI IR w r J 3 L .� O N L 3 0 1 754. : N 1 In Y m IO' w W TWO X > BEDROOM 68 ' 6 . 6 . 1,120 SF TWO m i5 ; / BEDROOM W u, .. 1,160 SF TWO �� w /#4 ft 0 _ mmEmmom BEDROOM ay - 11,160 SF 7 TWO I _ ---N, BEDROOM NM 1,219 SF 8 ;v J.G. HAUSE TWO BEDROOM FOX HOLLOW P.U.D. CONSTRUCTION, 1,146 SF TWO 29 UNIT CONDOMINIUMS OAK PARK HEIGHTS BEDROOM TWO MINNESOTA 11004 1 BEDROOM $ 1,117 SF _ i TWO (GENERAL PLAN OF BE D 111111111 *///////////// ------------------ .1 1 . I I.? 1,397 SF a SECOND FLOOR PLAN k4 /• r - Revisions TWO TWO g BEDROOM BEDROOM 1,189 SF 1,160 SF I ips��tionor r woe by ma or under my dire! supervision and that I am a duly the lows of the Stets of MINNESOTA N N Dots liialgillahl Rs9. No.: QM 95'4 N'-o' PROJECT NUMBER: 04-020 ISSUED: 7/20/2004 0b' DRAWN BY: Wq CHECKED BY: Mg FILENAME: ;ENERAL PLAN OF 1 SECOND & THIRD FLOOR PLAN EXHIBIT 17 DEL r3NT) SCALE: 1B' =T-0' ' m 2004 Grebe Architects E N o W PO t., V J . u - � N S 3 3 4 P 0 • m 9 •i ,1 m m tit _ y W _ 1 1 r ■ ur ... �.■ ' rolru t_rr' fu'r■■ �n o • .� �i� ui ri.i. rrr of o f. ::: '. :ii: ::' HUE: .: � nl ►p 1 \\ ► II 119 _— f :: : : :I i:: ::: ",:o !: :: ::• � ::: is ::::'� :::I::: 111 119 1.1 11 \'. ::: '. u ■ rrr ►11 11\ i:i� :: ■, ■I� n . I� . - � t i L ■ t: ■ ■ ■ ■ ■'' p, " Mint. ■'• MOM • ,■ I IIIIIIII i11 I I!IIIII,,j ■ "■ f i I I IIIIIIII, fl ■ I h 1 11 l II 1 I � ■ 'III III II : III III . - • 11.1 Lill) I I .i ! LI I I 1444 4iii..44,,i . - • _-- - -. I i 1 P11 I i!I I i IIh4 Vi'i'i I 4 ::: :o u ■ ■■r ur is : ::::u�, : ::'::: OI 10 1/ : : : : :: � 6 ki :: :: oil 111 0 ■ :: : : I : [!I 1■R :: i El! r l ■f r ■o : • ■o■ o ■ II� � � ro I ��� 1 ■ ll ll )ll�i ll)I ' _ 111 IN , . . < ►11 111 111 > IIII III;, i I I II I I, _ - . ■■ = r It E : : ::::■: Ilof ■ o ■ ■r - _ 111 111 E - ►, / I 119 Ir , I EII .. : ■ ,,, ■.. ._ _ ►11 O , ■ u■ . o ::: : r rrr rrr - ::: :', rrr rrr 1/i .0 fo ■■■ ur f O� .0 ■■■ ■u _� l 1 1 1 IP �� • /// 111 � _- : _ o■ ■ ■ ur ■ o■ . fu u■ o■ � _ . . , - I1 -1 r o ��� �o or,. ■ ■M ■, ■ _ ■ ■■: ■ ; E Will, m!,� �; �I I I� ■ u 9 En CONSTRUCTIONp �INC. ; /1 /r 1 FOX HOLLOW P.U.D. 29 UNIT CONDOMINIUMS OAK PARK HEIGHTS MINNESOTA O 3 SOUTH WEST ELEVATION Z NORTH —WEST ELEVATION SCALE: 1 =1.O 2 SCALE: 'Mf 1'.o (GENERAL PLAN OF DEVELOPMENT) ELEVA11ONS Revisions :_---->-------- 1 1 4 — i ce _ . N N . ..... ■ Q rx� BOARD. ■ , rf: ■e■u■.■■, ■ ■o _ j E 1 i■ ■■ I ,,,,, .,,,, , :::: : ►1��I � ■■ :i: ■f HE u ' L : u �.� .10,E ■ ■. I1 , • ■i, ■- ■,• ■r ■, ■ ■, ■_ I ) L . II ) .I♦. ... 111 III i ■;■ NM ■I■ VPLAFKNrr 1 that this n. III III i 111 111 ; I he certify than pe w �.-. J jlii!I 1!11 .114 Ill . -- L' i! Ill gi !) - - - -- - -- - - byund my di _ o f ■■. ■ ■u till ■.■ u■ rr ..■ .■■ ' _ :::::: fiu■, ■.■ HE �.., II .111 _ = u r u r II! EH ::a :::i:: ■ 1, \••' •■■ ■u : ��' IN ���II��. u o ■ u l u ■ �il� u■u■ � ■■•�.■■r �.� - 1191 supervision and I am a duly _ - _. _ —_ _ I olio!, under the ka of the State of NA ■rr ■ I I 1 I Lill 1 1 111 ►11 ••• ur u ::: :rr = - - ►/1 IIt •o ■ S LIP SIPA* o■ rrr fir ►11 1/r ►1 o r r o. Ili ur. m lur m Ilp;i ■ • ■, L GRUBE =-.-_ _ L ■..I II l I! HMI FM Oats l-41012994 Re/. Na. rte v- ....... :::�:: mzv. HO LS N m M 5_ .. . _ r..... ....r. 1 rrlIfi I _ I C I - = ..... - '4° _ _ EH o:'. ::: :::.° i III :Fa r LL :: :::�� �_ - 1 11 111. 111I 111 .. ...■ HI ER • Vllf}L CLAD, WOOD - ■ ■ _ m En (u /1.a film •� • ■■ iii iii ■ ■ RROOrSftt PROJECT NUMBER: 04 -020 - _ �. 111 I IL - � _ `� ` I tit ES _ HE ' r - ■ ■ ■■� � 111 , , I. : �� ;�' .o �1 ■■ L ■ — ISSUED: 20/2004 - 111 111 - - 1 m E/1 119 EII 1 \9 EII ■ Idil ■t '^f - _ - CHECKED BY: big 0 CU.nlydD slaws FILENAME: O SCALE: u1 = ra NORTH ELEVATION 3ENERAL PLAN OF EXHIBIT 18 DENT) ' © 2004 Grube Architects Eo N m PO * } Z t E ` ll m . L. fa 1 m 3 3 3 0 N u " 4" ^ti + m w ` rl � r .o y a _ u_ m — .. ..1 If \ \ \lir / / VAI■ — m w ELEV. r50'- O VP c 'fie ■■ ■■ ■ eP ■ ■.'�■■. ■■ ■ ■ ■ ■ 1■■ : rn H t � ' ■■ w■ ■u■ "minim /I� III ■ ■ ■■ �� u III 114 e0 rat o■ .1 64,0' i� • •• FAlI11i �11� • I p /1'I III ru■, IN E l '\ I L "* m ■ �■ ■, Ill 111 i' 1 l Ifi 111 I! il 1 I 9 ,� ;- Fitt FL ' II 1!I II.1 III I I!.1'I I J!' ll I� � ij *, I , II . ` I�.I,! :I-- 9CV. 11o'i 1/e'� EWE 11111111111 4 Ek •� '�� ■.■■ ■���' ■■ ■viii ' ■■■ L -.._ _ ■ ', ■ , _ •• • III IIi 17;1 ■,■ ■ ■ � I II I !iii: i■■ ■ —■■ I4 Jt IS S a o- eu■ o■ e •• •u ur WI ■i .■� ■■■ u• ►It 11\ HE eu■. eu■ u■I s 111 11 m ° m m M; MI MI J.G. HAUSE \ \ \ \ 2 F� � 4 nu r In ! 1 I .1 1 CONSTRUCTION INC. ijmumiL ---- FOX HOLLOW P.tI.D. 29 UNIT CONDOMINIUMS r — OAK PARK HEIGHTS MINNESOTA \ IN. FL. LJ i L i E '. V Es - r.0., rxxu ee arac , 20-0' , 250' , 20'-O' / • (GENERAL PLAN OF O TY PICAL SECTION F O EAST ELEVATI DEVELOPMENT) SCALE 116' = r-0' SCAL l = t'-0' ELEVATIONS Revisions ui n. �- . ■ o■ SE °■ SE �■ •O OE EH iii ii • i° 115 i . ■■ ■ wow Si Ii • eu ■ o■ ■■ _ ■ • ylt t1\ u■ eu: u ■ I.p hereby report plan. n � III I II r m by me or under my direct euparvleian end that I am a duly Rp tl Aretli of __ wlda 4M lows of the Stab of uiiii ■■ Ell ■ o■ ■ ■ o■ u■ 111 MINNESI ' ■eu ■u ■■■ u I ■■■ u ■ ■■■ = iii iii 111 III { �!■ ��.■ u ■ IS u■ • ■:■ ■ ■ — III IN 111 III iII ! — Dais : 6/OI/200t R■I. No. 642 58 o0 IIII ■ ■i io i o u■■o ��� . • : _ ° ■ SE = Mai — i HE AIR HE HI ■ u■ eu ice■ _ - ■ ES i■■ E/I t1\ ura - ■■■ c _ PROJECT NUMBER: 04 -020 1 � ;� • �'� I = _ Ij; i j I . = �,� DRAWN BY: 7 Nig CHECKED BY: Mg FILENAME: O SOUTH ELEVATION WEST ELEVATION SCALE 1IS- '1.-0" O SCALE: 1B' = P-0 (GENERAL PLAN OF DAL III NT) 0 2004 Grube Architects . E . e n o I 0,, } n 5',0' OC. ALLM RAILI 40' HK44, y : i 200 LBW LINEAR FT. PKKETS IOLAT� WT u .. ! LEW TNAN 4' SPACES. (I 1'P. AT ALL R/dLeK) . - a 3 ' 7 3 E 3 0 i T el W N. BOLT BA OF ALUM. LI- d SE RAILNK INTO 1 iv WIG. SLAB. OF m KO RAILING DETAIL AT FENCE. t �,S. � 0 r -4. 1 lil k CCNO. APRON 1 5 6' STEEL BOLLA/W. FILL WILL GONG. PAINT . 91' ROWED TOP ON GONG. FILL (TIP). 10 / Q ' -, .! ° (/ J.G. HAUSE • 's J =L „ CONSTRUCTION, INC. room! stwat FOX HOLLOW P.U.D. r - OAK PARK HEIGHTS STEEL GATE PV 4 WDE 4 0 0 MINNESOTA 6• STEEL BOLLARD. FILL SPACE BEn'E P T. V' a EN WILL GONG. PAINT . 9e STEEL SLEEVES FOR GATE ROMPED TOP ON CO NC. Iat6E. PAINT. FILL. -O O ST GONG. GAP. PE INTO BOND BEAM. REGYGUN6 REWIRED GP. 1 y .. ■ Bore 6P. 4. ` ■a��I� I _ N' ■ 1! —�—I .„ I --- B LD6.R. 54. -.4 ■ ► ■--� I t r -- ■ A 2 211520 6460?P TOTAL (GENERAL PLAN OF ■ r, 6• RocK Face Wes. �� i � I��� ■ +i mNNr rowacrl m .1.111.111 �� � i ��� � ��� .1..m. SPREW� 0 DEVELOPMENT) • I ■ li aw azs. B LOCK - o _tl_I , I��� 295 FOR RBA AND REGYGUN6. ■ r OG W WIG- ) _ __I 1��� 0 • TO _ $6 l F 41 t (I a4 BAR ■ =MM I ��� ' . 1 � , ,, , .1....■ 0 . . :i \ __ _�!!: ! !l��� d i VIII w-� •-- _jIIIIIIIIMIIIIIIM' �. STEEL BOLLARDS SET IN GO i i GONG. APRON, TNIGKET® SLAB THICKETED SLAB W (2) ■5N LONG. Pt'(2)tl5N 64KAN CU5 . oN 6' GOWA C T15 6RAN ON6' SIGNAGE, TRASH ENCL. POS FPCA ro 6R FILL. COMPATED AAR FILL. E. INTO ENCLOSURE $LAB. STEEL RODS. IN S j° 10'O' SLEEVES SET I N LONGONG - TO & FENCE DETAILS LOCK PAT!. / T1 O CONDOMINIUM SIGNAGE O BLDG. #2 SIGNAGE O BLDG. #1 SIGNAGE Revisions SCALE 1M' =1'-0' SCALE ,M' =r-0' SCALE 1•=1 PRECAST ARCED TOP. PRE -CAST ARCED TOP. PRE -AST ARCED TOP. I hereby certify that this plow. spedBOation or report Prepared ALTS 5 W OM .. ALTERNP.T swarm ALE ALTERNA swarm NP eNP«viY011 and that I State a duly PeaYhered Architect _ / 4' GG ROCK FACE 6' BLOCK ROCK FACE 6' BLOCK. ROCK FAGS 6' BIPCC TM u» Low. or ,h. shed of C. I3 . K 4' L OTL'. BL OC. MINNESOTA Z FOX HOLLOW w� FOX HOLLOW 4' COAT BLOCK. K - FOX HOLLOW . me PRECAST GMT. Y EIDD. tll PRECAST CAP. PRECAST CAP. immi _ SIGN _ OAK PARK Is am _ 6L x.,: : °: - I. OAK PAR! Dab L. G UBE — MINNESOTA —_— MINNESOTA - - - OAK INNESOT —'fit 7 NO.:}�¢�, SIEN n — — — — �=� =� ■ �— �� _ PROJECT NUMBER: 04 - 0 20 g D BY: zo /too+ .... -- _. CHECKED BY: kI9 FILENAME: O CONDOMINIUM SIGNAGE O BLDG. #2 SIGNAGE O BLDG. #1 SIGNAGE (GENERAL PLAN OF SCALE t/4•,'.0' SCALE,/4•=,'4Y SCALE ,N' •,'-0' EXHIBIT 19 D A4Fal ND . I 10 2004 Cabe Architects TITLE' EAST O / \ �J V D h N0. - -- REVISIONS , I SPECif CA ON, OR REPORT I WAS i PREPARED BY ME OR UNDER MY DIRECT DULY LICENSED AND THAT I AM UNDER DULY LICENSED NASTER STATE MINNESOTA. LAWS OF THE STATE OF 5TE WE ER This drawing. In design & det6l. le the property ss of WEBER ELECTRIC except and hail not be with 3 d except a orm. WEBER ELECTRIC. ea by A5 right. eign detail ore of res sved. and [WEBER ELECTRIC SCALE 1 " =20' -0' DRAWN BY BAK —� Phone, 555 SHOREVIEW PARK ROAD SHOREVIEW NI 55186 Ph• 165» 450 -1333 Fax: 1651) 490 -0650 wx.x.6wrwiwatrlc<m CHECKED SW OAK PARK HEIGHTS 4 A ,� n I 1 M NAME. J DATE,_ 06.08.04 N0 AM04895 prat 06.08.04 5 . r w • 8 I • C 6 e e c e el e e es es e e e _ es P. e 1 e _ e _ _ e t t 1 e e e 1. e 1 1 1 c el 1 1 1 1 1 1 1 1 CI t e 1 e e i ` e l 't e c e t 1 et 11 a '`.t e t 1 1 e t 1 e i `\ ''t. t e t 1 .. L I 1 1 1 e - .._6.— C.. -_..6 L e 81 1 1 a t 0 t 8 8 1 /! 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I `ll e i a e s c e \ c \� a -:: .,i t - I - I 22 :2 ,7 .,.\ -- 1 2 / • - .', G ,_ \ \e____-..2 , \ \e____-..2 , / e e I e 6 e a e e e e cc e: 1 9 _ t t e e e \ t _ 6_., 6 e C 6 6 6 C 8 w 1 1 1 1 6 6 e e t / et e e es e C 1'1 1 1 1 1 r. • r c >c • C k c / c / � o L J e S r✓�j( / e t t e OZ 1191HX3 i FOX HOLLOW P.U.D. z SITE DEVELOPMENT s • �� w a s W 1- 1- Aa vv OAK PARK HEIGHTS, MINNESOTA 00 N CI • Q Q a o Li, cn Ui LOCATION MAP LEGEND INDEX OF SHEETS . W } W Z w m W U U < ce 2 z R' < J EXISTING PROPOSED 1- TITLE, LOCATION AND INDEX 0 0 0. a o SAN. 2 - SITE LAYOUT AND UTILITY PLAN ' 5 MANHOLE 0 • 3 - GRADING, DRAINAGE AND EROSION CONTROL PLAN ?"X � w CATCH BASIN ❑ C.B. • 4 - SANITARY SEWER PLAN AND PROFILE : cv. ® 5 - STORM SEWER PLAN AND PROFILE a o GATE VALVE o L 3 Yj 6 - DETAILS W W § 11 HYDRANT �� a >, § Al 7 - DETAILS W. ORLEANS ST. WATER MAIN " - _w_ - . S § w N STILLWATER w JT SANITARY SEWER — — �— — — L g a r. / > ■ 0 cam }� ° .. ' a • mo o, ST ORM SEWER « W e o S 5 NO SCALE r 62ND S o < t� ti g. < c 1 < a o m S.T.H. 36 a �� CURB & GUTTER — — — — 0 �• - RETAINING WALL w o 60TH STREE NORTH a J� s � L.P. Z w � � y STREET LIGHT - Z O ■ 9s P.P. z 0 O 0 il POWER POLE 0 Q Q a y o L T ELEPHONE LINE Z PROJECT LOCATION T T o O oo d 2 2 OAK PARK HEIGHTS GAS LINE G G = o oa ELECTRIC LINE E E N al H SOIL BORING S ~ RIGHT -OF -WAY o) LOT LINE m z n 1 CONTOUR 836 836 cot z n a z m r o� ' m , z , a EDGE OF BRUSH zz ( m F n 0 V m n 1 TREES C) z0 z N A `4 X ° 4. TREES TO BE REMOVED ATE m mI a SPOT ELEVATIONS X846.8 FENCE x x x In w Z W EROSION FENCE - 0, W z REINFORCED EROSION FENCE 0 0 W 0 PRELIMINARY EROSION MAT NOT FOR CONSTRUCTION SHEET NO. 1 OF 7 ' • HIGHWAY 36 EASTBOUND LANE i EDGE OF EXISTING ASPHALT ,.\_ z Cn 2 REMOVE AND REPLACE EXISTING ASPHALT, 0 CONCRETE BASE LAYER AND GRAVEL AS CONNECT TO EX. WATERMAIN S J J NEEDED TO INSTALL SERVICES RESTORE GATE VALVE AND BOX. . ._... ,- I-- I-- IN 16' STEEL CASING. __ - _ EDGE OF EXISTING ASPHALT o wo R vt i EXISTING SANITARY MH 28 60TH STREET NORTH '+, I RIM =873.54 MATCH EXISTING ASPHALT ELEVATION N M IE= 863.33 - .... \ r '_d.... ._......... - _.._.._...__._..... ...._........._. \�� -_.. /� R =15' (TYP.) - I BOX �MENT ___ ------------- ___ EXISTING HYDRANT \ EDGE n n -- \ 1 \ EXISTING SANITARY MH 27 T CURB STOP 1_ _ - 8.7/ 2 I SEE DETAIL SHEET 7tiaERS57.8° ( Q Q O 01 f -.,, t _....�_ _... -_ 1 IE =845.7 '- _ a._.........._ ..„.___.- .._.._..__.._- ._ ____..,._..- ....__ ._... p�4 74 LF 8 � DIP CL52 _ 3 3 � \ ' "`- °� _ 48 LF 2' COPPER WATER SERVICE I 7' MIN. BURY ` A SCALE 1 " =30' I - N Vl , 0 - -- \ ', PROPERTY LINE SEE DETAIL SHEET. 7' MIN BURY. • t. y . , y � ,,.- .- .- .- .- .- .- .- .- .- . -. - - � -. -. -. . -. CURBSTOPAND w �• . . ''' 1 1 1 15.3' 99.0' 15.3 10.9 BOX IN PAVEMENT �0� Z EXISTING SS MH �, � I --- 25' BUILDING � ▪ I �- EXISTING SIGN I.E.= 847.00 } � n ' ;\ , 1 - 5' WIDE SETBACK TO REMAIN - - -- ' 9 S IDEWALK C EXISTING SANITARY MH 26 I _ _ J 96 LF 2" COPPER MIN BURY. G SEE SHEET 4 i I ,, I I �- -�- 8 - HTYPH I I K r. � - . - _. _. __ ._... 1 11 } °° W 2 w L SERVICE Z P ROPE RTY LINE SEE SHEET 7 . _ _ _ - - 10' BUILDIN ( 3 U �i w z I ;1 , I ._ .- .- . - S ETBACK o v a a o _ s _- R -3. 25' B UILDING g i O a a- _ _ y r ` -`� I OFFICE BUILDING I ER r g r Lv { I • = .-- - __ - - - - - I L (BY SEPARATE CONTRACT) I 8 1 /4 BEND SETBACK I BI ,„, ' ^ ,�, ��t ; ' 4 I SOR L35 . I 150 LF B' DIP CL52 �_, (4 TOTAL) PARKING SIGNS I EXISTING 1 o i I ) R 2' T SEE SHEET 7 I i RESTURANT ce .- I E X IS TING SS MH 8 R =1 O' - - -- - - - - -- . w Q SEE SHEET 5 a. k'-! ! \ �� �� - -- T MIN. BURY I z g o I kr R =6.8 ` I OFFI BUILD a ° I Ii . -' J `� 9' ----- - -- ' (BY SEPARATE CONTRACT) _ - 0. z z N L BLp• i 1, !I 1 KEPI: EXIS CE - „, . YP ` - - R /3 ▪ - ......,_ 32 LF 6" SDR 35 I DRAINAGE AND UTILITY EASEMENT (TYP.) I In ° J z 1 T A -- SEE SHEET 7 Q i 0. I: G 36. R - X R-10' I I 3 5 9 O REMOVE AND REPLACE EXISTING l • - - ----_- 0 CP '",N R 1 - " 7 � _ - z i ._.. ___ .._.. ..._. "' Ce I I ASPHALT, GRAVEL • CURB AND 61 I � ` 10------------___ • � RCP - S CP AN A -Y � � I - - -' D 4 3 0 I I GUTTER AS NEEDED TO INSTALL 1 I I l T / %EET IN 1 ,,. I UTILITIES. RESTORE TO MATCH ! - YP, \ 5 • F _ -3 5 ` I O Q EXISTING. I: - I YP R =3.5' � = w 0. In • - ROPERTY IN ,E_ , - , - , _ C o w I RETAINING WALL - R =3.5' I 'i. w (3 I - T 4 P • R -10 MH 25A I TRASH ENCLOSURE AND CONCRETE SLAB < o ~ I ) . I" 4O LF • 8' PVC SDR 35 �� � J .- } � w 8 I SEE DETAIL SHEET E SHEET 4 (BY SEPARATE CONTR y 0 U) o j gg '� /) FENC _ y� sl I I h( . I z � I[ CONCRETE SIDEWALK RETAININ WALL ` C,4 SEE SHEET 6 R -10 I / EXISTING SANITARY MH 25 F o 01g a F } I ( BY SEPERATE CONTRACT) _�_ �•> SEE SHEET 4 ¢ z - - - -� Ii ', X I' �. 1---------____ , -, I. � 5.w CONDOMINIUM / ////)) )I ' w ' i% L . •-. BUILDING - - �--/ _ , • ,:),„(S o o I '� (BY SEPARATE CONTRACT) CB 103 ` / T - - - -`.'-� w w a z ICI SEE SHEET 5 = w w \ _ EXISTING SS NH 7 \ IE =84 .. 50 LF -24' z Ii 1 �3. 45 & 22 1/2 - _ l CLA 3 RCP i O 54% - m _ - ' „I I ' 10' BUILDING CONCRETE ,/ DEGREE BENDS 1 _ PROPERTY I � 11E N . = 8 5 � • XCEL ENERGY I' \ / \ SETBACK APRON, TYP. CB 101 .14 PROTECT Ex. MONITORING WELL II i V POOL AND PATIO (BY BUILDING � IE =841.64 (BY SEPARATE CONTRACT) CONTRACTOR) I- FES IE =842 8 8 LF -15" RCP - CONTROL STRUCTURE N II ' - I I 12 LE -24" RCP I I SEE SHEET 6 Q o Z 'I tt " I CB 1 02 O O.OSR • / • RETAINING WALL Z z Z ° g =I I = RE 845.90 I / p - ,, d, 45' -15� CLASS 2 IE= 842.60 PIPE ENDS FLUSH - I DRAINAGE AND UTIUTY EASEMENT (TYP.) Q Q Cl" / f , I 1 RCP 0 0.05% IE =841.85 WITH WALL FACE ,,,r II ? ;% / IE =841.79 SEE - / U : 8-: 30 F II 1 i // I •- • •c - � ' -' RETAINING WALL DETAIL SHEET. cn J2 ' i ,'6 / `PRIVACY FENCE • , U) 0 I- JO O 1.f BY SEPARATE CONTRACT) 30' BUILDING < = I 91 / ( ) SETBA . -"- r RIP RAP - / - _- 0 I �f ,,,,;.' , • • 201.5' / - ,.r ` - SEE SHEET 7. - - - - - 4J w LJ , O� _ tt Si 0 - -. -. -. �-_- PROPERTY LINE U1 p er S': . t I PROPERTY LINE r REMOVE E 21 RCP OULET PIPE SI d XISTING STORM POND F IL L HOLE XI IN EI(. MH WITH BRIC AND MORTAR. a Y II I I q I[ • INLET TO REMAIN O ? I I I 1� =� i -•� •. I' (I I i .XISTING EXISTING TWINHOME TWINHOME 1 E XISTING EXISTING EXISTING EXISTING EXISTING EXISTING I I I 1 , TVANHOME TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME I I I I v j I NOTES: I , '' r '' I 1. CONTRACTOIII SHALL VERIFY ALL UTILITIES FOR LOCATIONS. SIZES. m I'. 'I I INVERTS AND TYPE OF PIPE. (GOPHER STATE ONE CALL 1 -800- 252 -1166) m r + $1� ■ ! II _ J /- \ = 2. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AND CITY OF OAK PARK p ? • v g (I - r \ HEIGHTS PRIOR TO COMMENCING WORK AND SHALL BE RESPONSIBLE FOR THE "K0 m - ' 1 - ,'E J / \ PROTECTION OF PUBLIC AND PRIVATE UTILITIES DURING CONSTRUCTION. IX m -. -T It :, L " \ 3 CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ALL REQUIRED Z l cz`"b .. iA r I I , I INSPECTIONS WITH THE GOVERNING AUTHORITY HAVING JURISDICTION o z n I I; 1 'I / \ OVER THE WORK TO BE P AND ACQUIRING PERMITS. y2rn m n J I I I �--- - - --t� v ` 4\ SEE SHEET 4 FOR TREE REMOVALS t N I VMNHOME L- - 4i I , 11 ' II L _J I- J \ T WINHOME 5. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. z ° r I - J I I; ' I .�,,_.- ro .r_„ \ 6. RESTORE ALL DISTURBED AREAS WITH 4" MIN. SALVAGED TOPSOIL. 'O x I� c. I I I i I i. I r ,, ',,,� \ / SEED AND MULCH AREAS PER SPECIFICATIONS UNLESS OTHERWISE NOTED. L J II �� �� \ / 7. BURY DEPTH OF ALL WATER SERVICES SHALL BE 7.5 FEET MINIMUM II I ' y \ \ / / UNLESS SPECIFIED OTHERWISE . VI 1 ~! ...«., - ;_ - .. . - - •, - -: - =F I l } / E ALL EXISTING TOPOGRAPHIC AND SURVEY INFORMATION WAS SUPPLEID BY g ._ « ,....... , • . - - • - - -•-°' "' CORNERSTONE LAND SURVEYING W ._ _ .. _...... .. __ - ( 1 t I � � __ - ......� .._.W...... I ,� 9. SAWCUT EDGE OF PAVEMENT TO BE REMOVED L CIr '' Z EXISTING I \, I ;} W (O r / W L. J �` ' °'� PREUMwARY SHEET NO. __:.. NOT FOR CONSTRUCTION 2 OF 7 I , CONSTRUCT BUILDING PAD. HIGHWAY 36 EASTBOUND LANE BUILDING PAD EXTENDS 5' BEYOND BUILDING FOOTPRINT X s:- - SHOWN ON PLANS. TOP OF PAD ELEVATION IS 856.50 n . O 1- z ` (` /- __ / /- _ /- - -- _, T O - J Z ___ - - -- sea - -- _- - - -_ -_ - - -- _- - - - - -- --------- --- _-- - - - -__ ----- _- _--- _ -_ -__/ ° , - - - - --- - T I* f / /` / 7 1r I I 60TH STREET NOR �h r MATCH EXISTING °A ELEVATION I 0 0 \ . I „ ,-- � /- a 6 '� �- 1 Ej' OF EXISTING GRAVEL N M P \ \ / m f - .mi"`"""' .-$ -� - -- __ __ t - I - � EXISTING HYDRANT f - - - -� a / -_ II -�aao\ -.-- - 1 \ : - t _y .- . _ _ - - - - - ,,. O - PO PE �I NE . - . I / l \ �- I F- VI V) 1t) t0 -I ; /..,-7" . -� _ -_- -- ,T, ' - mr - - 1 : - E, ''r ' a - / i / oa \ \ �( EXISTING SIGN SCALE 1 W _ ' - 4,5 ;, -- \ V / ti I , TO REMAIN 3 .5s.z / � Ae CAM \ t. l I ����© x863.00 •°•44 ' • / TB: CONS v / 4\ I / � Y \ BU .DINGPADEXTENDS5 � w VI mom i i IE I J , :57 OFFICE BUILDING / I / "- "- = \ I I + I BEYOND BUILDING FOOR PRINT x ' z _ _ I Oa •' ,� / (BY SEPARATE CO�R - ••'"-' -' \ \ \ I SHOWN ON PLANS. TOP OF . w O O • i I I /x(857 y �5 F.F. = 857.00 / - _ \ • 858 PAD ELEVATION IS 846.50 o: = a: 0. - c I 61 / / . ,„ � , > ) HANDICAP PARKING SIGNS o � 0. a o 4 I I y y i I " / (4 TOTAL) EXISTING €' F I I i / "^. 11 / �� _ • - B V V A ,_ I / , / 1 RESTURANT o Q 41 f t ✓✓//, � 857.5 I / 7 � ____ / OFFICE tlALING \5 \ - / c w w I I I. e.',./ / / , 7 / � ` (- � • .� / I ' / ` - (ex SEPARATE TRACT) \ / / i Q o W a I 11 i '°` - y : _� \J / II , - -. - . . 2� / / F.F. GARAGE LEWO r 84200 -, / / a z 5 Li A P I 'I' / 857 '` / ' r I / / / FY:: MAKI LEVEI9 898.E \ DRAINAGE AND UTILITY EASEMENT (TYP.) a Z w Z I 111 .../. ,71 � _ / 9 0 °, i I // g ( y /// / 846-- � \\ 'L\ ,e " < N < z I I / r " � 1.4.1. / 857.0 / xs53 ' V : lit *-- +;.. � A \ ' , w g .6 I , ( .5 1 �-- / • 3 y 1 _ .. z m 4 o % I I I 1 I � � I I I � I /. ; " 9. j / . . c • 1 ,0 _ _,, 0y � A� _ I_ I ` - \ \ \ 1 � EXISTING EDGE OF GRAVEL a mill � O / / / 8/ ' !- PARKING O < o I I • • ,• I I h • / - I' \ \ \ PROPERTY LINE m 1- a . m I RETAINING WALL ; F ,_ 1 - , I I / t 8 � �� o t / r = j _ _ _ _ I $ r a - - � ( / I I : � . \ \ \ - - N / / -- -.-- ( I ) / e " � / I \ • _- 1 J N $ e4o, - V , 6 - I !I i . ., - \ \ \ \ -- - - 1 1 / RETAINING WALL \ \ \ \ 8 6. 5/ = t_.. 2 8 - - - - - J BI 'f', i I I - - �O D N M�NIUM / / 8 9.0 \ w ; \ , . \ \ BY , SE tONTR`I2) - \ \ \ \ \ \ \ / 784 r _ t_.. Q 5' _ 86d- �"V V �� I \ \ Fl F. IGARA6E LEVEL = 847.00 - • - ,' ��� 847.• ° i m o ° 2 o _ /^T^ ,,. ' , 7 IN F. A BEVEL 860.00 ` A V ��- ki S SILT FENCE x w < W z \ \ �'N 847.v r 4..� I t J / • 844 - � ; - SQ � [� 11 I .N‘.."-• \ \ V A V V A83p / A A _ _ �f, • / XCEL ENERGY - m _ S !( I - h V A V V - - �� 1 6 STOR 1 1 2 � T n0 - 3 ' '. .. / • PROPERTY • , _ \ \ 8 ' t W PROTECT EX. MONITORING WELL ILA $Il i _., t v t'A ING WALL \ . \ ��\ \ A ' ' �• - __I 830 - - Z Q F. 1, 1 I � .) / 1 1 \ \ \ V RE - �' I I 1 I ' $3 ,�. l I • RETAINING WALL Q -I • I( I .I / Ia I R b, V ; \ % \ .I aIz .A ? \ , 1 , - - - z w o_ o • \ \ \ \ I ',' y - - - DRAINAGE AND UTILITY EASEMENT (TYP.) C0 J _ I - 66 g �� 7 1L - - • - , ,- � 1 \ l: 1 ' '- - r- � \ /,� - h I 2 yr. I 86 D7F : ! T 7. .�A _ _ j 'v d _ _ _ _ _ _ _ ...a, - \ EXISTING DRAINAGE SWALE w U' Z x 17-94_ l 1 _ r �_t _ - - • -'f� ' --f- r - 10 r � PR OPERTY LI - \ - \ TO BE PRESERVED w Z O_ _ O Y r (P }� P NE , - . - . - . T � � � t_ " \-- T _. - - - \ I 1 I \ \ $O�ERT4 I I/ ` 1 � � � (n O Ij 1 --- L - 6 aS" I - 1 -- - - -- i J ,.. /+' i - - I _ j _ ' I 1 1 L T T O STORM PON / B Q I' I I 1 I \ INLE T R�F1 �IAIN R. gr p A \ 6 W ' 1 1 I et aT . 1 . . : : _ - ` _ s ' ;> � 1 , ` ' k / WAT ELEVATION N EXISTING POND AT y _ :: ;1 W 1 ]f ■ III B(� I I # '1 I- -- - 1 EX - •� I `{J+• s " -"EXISTING N I r - r- EXISTING -1 I 1 1 t \ TIME pF SURVEY W AS' 842.0 . .y I{ I 3 J, EXISTING EXISTING 1 'MNH NG EXISTING EXISTING 1 EXISTING EXISTING t / I' t... t I TNANHOME TWINHOME TWINHOME TW7NHOME TWINHOME TWANHOME 1 TWANHOME TWINHOME I I \ I \ f I I i i I i \ \ NOT { I I x I I �. I m I` I ' 'I. CONTRACTOR SHALL VERIFY ALL UTILITIES FOR LOCATIONS, SIZES, a 11 t INVERTS AND TYPE OF PIPE. (GOPHER STATE ONE CALL 1- 800 - 252 -1166) h j i J / 2. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AND CITY OF HUGO V. G m 1 r / \ PRIOR TO COMMENCING WORK AND SHALL BE RESPONSIBLE FOR THE G e0 I' ! I 1 / / \ P ROTECTION OF PUBLIC AND PRIVATE UTILITIES DURING CONSTRUCTION, 2 I J �� r 1 1 73 / / \ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ALL REQUIRED 04 z m 1: . i j / \ INSPECTIONS WITH THE GOVERNING AUTHORITY HAVING JURISDICTION my z `� a I I II I I L - - - - --I / / \ OVER THE WORK TO BE PERFORMED AND ACQUIRING PERMITS. Q v m J I! L -I I C \ 4. CONSTRUCT BUILDING PAD IN ACCORDANCE WITH THE SOIL BORING Oj O W g o L m I TMANHOME L_ - _ I'' I L J I. L J i \ T EXISTING \ REPORT UNLESS OTHERW SPECIFIED. Z 0 I , I: . I - \ / / 5. CONTRACTOR SHALL SAVE TREES WHEREVER POSSIBLE. VERIFY ALL 0 z jI / n r J I t 1 I I _ _ \ / / m 7 REMOVALS WITH THE ENGINEER AND CITY, ro� N I I' � I I �, '�' ✓.- �~ .^.'� \ / / 6. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. -'� m L J II ; ` 1 f \ / / 1 \ / 7. RESTORE ALL DISTURBED AREAS WITH 4" SALVAGED TOPSOIL. I \i �� ,r ' '� \ SEED AND MULCH AREAS PER SPECIFICATIONS UNLESS OTHERWISE NOTED. y 1 / 8. EROSION CONTROL FENCE SHALL BE INSTALLED WHERE SHOWN OR NOTED 11 I I _.. ... _ - -. .. - - - -• - "�` " -' -�'. � ' - ! F . ON THE DRAWINGS PRIOR TO START OF CONSTRUCTION. F�j a ! W O\ � -- -• - ` ----- - -- " ""'�'�' " "`" ! I 9. EROSION MAT SHALL BE INSTALLED ON ALL SLOPES 4:1 OR STEEPER X `�1 � z \ I ?4 AND IN DRAINAGE SWALES. T ` ;., INHOE M I mo ..: _. __ ': :"'', .. �'° �,.j J 10. TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE INSTALLED IN W S �f LOCATIONS WHERE CONTRUCTION VEHICLES WILL EXIT THE SITE E z ; ' v 11. REMOVE ALL SOIL AND DE ON THE EXISTING ROAD OR L- `"• ^_m _.,„, .1 ' " � PAVEMENTS AT THE END OF EACH DAY. SHEET NO. PREUMINARY • 12, PROTECT EXISTING PROPERTY PINS. NOT FOR CONSTRUCTI 3 DN Z Of C 7 l I co 0 0 . i t ) i A g g I 4 +40 4 +00 3 +60 3 +20 2 +80 2 +40 2 +00 1 +60 1 +20 0 +80 0 +40 0 +00 PRELIMINARY NOT FOR CONSTRUCTION J CO (13 0 0 CO C.al 0 CO cri 0 CO "...1 0 CO (0 0 * > I - ') / EXISTING STFiEET / ," --- . - "*. - " •••,. • co ■J 0 I . /". _ ' ' - .. --- - -, - - _ , - ^ * 1 i •,, 11111‘1%1 I: 872.0 872.0 MH 26 STA 4+64. 2 RIM V2.55 1E839.80 867.2 ) ,; , Th LA i / ---- --__ 7' V;T: ---- -- I-- \ , ,,,,, - ---- I - ' -0,.- --._ ,,, . `-.5 .......... , IF I I ;' ..:A.-.;.„,' • --- 1I 861.0 \ RE 857.6 1 . AINING WALL , ..-7 --".--,-", .,-.-..-. --isP, ) \ r , VI ;1 , , , \ o _,,,, , , , 0 ,,,,_ , , / / I \ 856.6 I \ o, , ____ k.5' 7 / / sr / / / / / / .....• .7 / / 7\ 1 I \ ......... ,....„ CP ...... / ."-') \ \ LS 0' I' " c9 \ , MI 855.8 STA. 3+78 8" SAN. S2' VICE ,1 INI / 1111 B55.0 . 1 i - EXISTING G 1 / ..---- ____ --- - ..../ I ---.-- \ .,-"-- .....---- i r. __ _ __- o / ---- 1, / / \ o / .....,„ ___ ____ ........ Z. 7 0 1 854 3 - o z IOUND PROF! \ i 1 \ 853.5 1' 0 / / r -...' / \ 4 \ / / \ / / ) Al -I \ / i m / › \ \ ..*. G., A' -/- Cal I. o o o I i t . \ : 853.0 STA. 2+95 S21kVICE FINISHE / e ( / / `....., i r-- ( \ \ I 1 2 2 \ co ° g / z \ ..: ..Zi 0 \ "D It. / ' \ 0 I \ \ \ \ • ; 852 5 J PARKING L 851.7 .....--"-.............': - o 0 -n r m \ \ \ \ i 1 IN A i i , • ' i t i \ - 4, _/... I ' 1 • uo 1 el 0 850.8 `FILL EX GROUT 849 9 Z''''' II 0 1 ' V. g ■ ' - 0 -I) •: rn ..- 848.3 1TH SAND ' ;I I I 1 , s ., \ I • . • --,„. A CA , 2(3, N \---- • 1 -. •i---\ ,...--... .._ _ - l e \ 0g •- I - \ ' g,0 1 „ \ '33 I. L7 ---, ....., • i CP n 847.3 MH 25A I I 1 . CP ...- _ 1 \ / e , __ - 4 i K 4> \ I""( "... " , \I i , )' I I , / / / I / / 1 / / - / / 03 I 41 -._. 866 .- .- .- ._ • 8 � \ \ \ 8Sf STA 1+e 3.93 RIM 84971 W. IE L,9.14 E. 1E 839.14 I 8443 NJ 1 /rn m i / ' :< /I II )1 xi / / 1 / ---. C2 0 --...4 I ' 1/ 0 / , / , / ,- - /I i 1 1 i I t /1 , / \ \ \ / / 1 , i / / / / , / / i / / , 842.5 I 1 .1 I I I ! I 839 9 1, 1, ' : I I 836.0 -o , / / ,I i / / - N 21 / cr 01 6 / , ---• / 1 / CO i / / Z V 4 ,2- 7 1 ' ' / ' 8 : X. 1 1 / / / / / / I CO A 0, 10 CO / 0) .O c / 7 C4 CZ/ C3 C* Ct 'k., 0. / / / / / / / / / 833 1 0 z STA. 0+80 6" SAN. SERVICE 71 --I 0 P I 1 1 o na 01 0 832. 0 7) 0 -0 11 I oi - 7 --. ..... / ” ' Z ,ob , t --- . ____ ---- ,, , .--- - --...... ...,.. cYc•• `,... -1 r 0 ) E 73 _ M : K ; do > - - - . ; 831.4 -o m 13 0 2. F f; 0 I _ •.■ --....... 11 ' ..... ..... • I 1 • NJ 01 - 0 X 23 o -< M 73 , IN , \ 1 , I -I 11111 . 1 III I T 4 11 "III / / I I I. ' ,\.. , - 11111 ,____,, ___// . --\. .........:_,,,,,,. orno-i- C _, 1111 •1.-- II 8.30 3 EX. MH 25 EX. RIM 830.11 n I EX. IE 818.20 NEW RIACELt.. NEw 831.00 "--.1 to 0 CO 0 CO (..A 0 CO 01 0 CO •-...1 0 00 (.0 0 • 0 91 -r1 ..,j P 1856 LIVINGSTONE ROAD 1,1 HUDSON, WISCONSIN 54016 WWW.STEVENSENGINEERS.COM (651)436-2075 (715)388-5819 STEVENS FAX:(715)388-5879 SHEET DESCRIPTION SANITARY SEWER PLAN AND PROFILE FOX HOLLOW P.U.D. OAK PARK HEIGHTS, MINNISOTA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SCOTT A. WARD DRAWN BY RDO REVISIONS 7/20/04 DETAILS AND ABANDON PIPE IN PLACE. CHECKED BY SAW PROJECT ENGINEER SAW PROJECT NO. 5046 DATE 6/9/04 DATE REG NO FILE NAME ENGINEERS t J Do 0 0 co Co 03 0 0 Co 0 CO 0 m ' V n n a a 0 + o + O O + • o + N O + m 0 YHLUMMA.< 4 +80 4 +40 4 +00 3 +60 3 +20 2 +80 2 +40 2 +00 1 +60 1 +20 0 +80 0 +40 0 +00 NOT FOR CONSTRUCT 872.0 I ..� FX ST02M MH 8 1 871.9 SI A 4 +30.48 RIM 87..32 E. IE 8.9. 00 W. IE 843.0 NEW E. IE 843.0 # ' E I 668., mm OF Ar C m < O 7.4 �g o m I / 862.2 �O 3 f I $ o zi 857.7 , 0 r ( I j 1 RETAINING V 14 +0 Op L-� e • 856.6 MH 7A 3 +86.43 RIM 856.98 ALL I l 855.6 t. It BJ6.OU W. IE 838.50 iG I I I 854.8 !3 ! 7 I 854.0 I I 853. b m Q I I 852.4 m,I ■ m m x t I p D N N U' m I I 852.0 r]I 0 ci I W °' I r; j 0 u O I 651.4 0I I v I # ® I \ \ • ' / y 850.6 ' ( ' i_ n W � 649.4 847.9 I I �. \ ' I • N/ I. 1.0 - I 846.3 FILL EXISTI GROUT ENI I ' �� I I _\ _ ^ \I \ I I • i / '\ I /I / / 1 I / / I V / • /. , ' / I / / / - I / 844.5 °w L) I i m _ N it \ CO \ j \ \ 842.4 I SAND RKING LOT PI - m r 5 I ``/LI � � I � Il t�i ; p ll ; \ \ I / \ I I l I I I l I 840.1 in ROFILE 838.2 m I o I _ •� ia CV • I ll l !' � ; co A / , �� l / / 835.8 LL HOLE WIT SEP I f I m 832.0 - i BRICK ANC =RATE EXISTI I I / / / �� , � � E __I __ / / ` tdi / / / / / / � (b '32 Al / c I �_`; r . j �S I I / l l/ / / 2 I 1 N MH. Alb ��, \ I I� / / / / \ \ �� +Ctt MH 7 t..89_ 3 5.00 95 841.0 ) ( / /17 / / t I i 1 I I I - III - § i // I I I I I / \ ,_.__�.. �."....�_...._ \ \ ,, \ 8S4 \ � g52 \ � � EXIST 24" RCP SEE SHEET I I A M f +ii I I .. __ NG 36" RCP � Z J 0 II N O J 0 CO O 03 O 03 O CO O CO O I . ____.. ,' .rte, olnoeuna AY ann I RFVICIf,NS 1 STEVENS ENGINEERS 1656 LIVINGSTONE ROAD HUDSON. WISCONSIN 54016 WWW.STEVENSENGINEERS.COM (651)436 -2075 (715)386 -5819 FAX:(715)386 -5879 SHEET DESCRIPTI STORM SEWER PLAN AND PROFILE FOX HOLLOW P.U.D. OAK PARK HEIGHTS, MINNISOTA REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE SCOTT A. WARD REG NO. CHECKED BY PROJECT NO. DATE FILE NAME SAW PROJECT ENGINEER SAW 5046 6/9/04 7/20/04 DETAILS AND ABANDON PIPE IN PLACE. 7/30/04 MH 7 RIM ELEVATION S I Z 0 V) 5 LU -• THICK CONCRETE BAFFLE al- .e:rurtil. N 3 3 a CV U Q Q O \ .wa..Iiiiuu •�, 2 N N N n Iu11 M/ /mi••I::I I ■ w OBI 1• ■ 1•..1iil•••I ■■ \ W . \InnI•••11 IN l•• \I410••r : w z ILI • ••ULSI••• • W I�11 �V } m w i W viz. ����, I I ZZ 0 F3 �000 / 3 U W W iz.1 Z /5 SMOOTH BARS ,Y ;t 1 4 ∎� 1/4" % 1 1/2" O 4" O.C. EACH WAY A''' �, I� J W W FLAT BAR 4 4 �;. o ciD a a o 4 m 1 I I •4 - 1/2" ANCHOR ',.._• I I I_I BOLTS W/ CUPS ti5 - STEPS, 16• I / 6 p�5 2 - o ON CENTER �I — — 845.44 / / - g S 0 / Wp ° �� - 5 3 6 _ I _ � / G O � � ♦ F rc 3 5.0' .1 I I Y• ~-. 4 . �t l .. • . i ? ig B • • i i • 8 U1 642.0 I - I ' I + ,' j* •� �� ♦• O 5 ,. g I i -∎ V L 6 " MINIMUM DEPTH ♦ 44)(40 O • 0 • N re 50 LF I —te I S• �� • O i f i O i i •• i m i .. �I'''7 � (�� y 24' RCP 5 LF �- r � IT �'VG ~ ►ate t ''',11113e •••L1 •• �• f JACKING FOR FlLUN C t ! q 2 P 0.22% 24• INLET \ 4(A O � • 026 � ARO vEN 771 _ I E 842.0 l r - 2" WASHED ROCK y `N `,_ CULVERT ` 0 ` • • • O ,- CAP PIPE 1' BELOW GRADE fel ; E / C IE 642.00 ., , N VO 0 00, m O S n w 1 :- I II 10 T = � 1" w /� IF F140,00_ 18" MINIMUM CUT OFF BERM OUCH SAND w rc o ._ p TO MINIMIZE RUNOFF FROM SITE FE w < m w < TWO (2) 15' DIA. ORIFICES STEEL CASING PIPE x a i v g Q ROCK CONSTRUCTION ENTRANCE iZ NC As REwRaEo • OL7iLET N MEMII MINED 11111111.111111; on II �� 12" DIP CARRIER PIPE O 2 NOOEL AW WRAP - AROUND NNLESS PRESSURE TREATED W/ RESTRAN JOINTS O N a 0 END SEAL BY ADVANCE STEEL CLAMPS N000 SHIM, TWO (WATER MNNI PRODUCTS & SYSTEMS, INC. PER PIPE LENGTH cT J 3 = OR APPROVED EQUAL U F W ~ J MINIMUM 2' OVERLAP, NOTES: 0 Li.) O Q UPSTREAM OVER DOWNSTREAM, PIN AT 3' TO 5' INTERVALS. 1. A pink Man rcrtm. a = CL 2. Pipe I shall be eupprted be ined 4 namins minim es re treated woad w X MINIMUM OF 3 PINS PER ROLL. shine, 2 Silica sand shat All vale In calling. W Q DC 6" o6" PERIMETER 4. Bulkhead each end of the calling with wrap - around end weal. I la 3 MIN. OVERLAP ANCHOR TRENCH, 5 Verlks alignment Mall maintain 7' mininum cow ever walr main 0 AT ROLL EDGES PIN AT 3' TO 5' below lowest ditch elevation of roadway coon section. PIN EVERY 3' TO . .... °. • Y . f � INTERVALS. �7� ;;.• 5' AT OVERLAP. �EDCE ROLLS MUST BE IN JACKING DETAIL 6"x6" DOWNSTREAM 6"K6" ANCHOR TRENCH, ANCHOR TRENCH, PIN AT3' TO5' INTERVALS. CROSS - SECTION VIEW PROFILE VIEW a m 1 1/2: BITUMINOUS PAVEMENT WEAR COURSE ro 71 .c,, ERQSIQN MAT INSTALLATION DETAIL o m 2 1/2 BITUMINOUS PAVEMENT BASE COURSE �o�II V m — 10" AGGREGATE BASE COURSE NOTE: INSTALLAON S T BE IN ARDANCE WIT MANUFACTURER'S QMl MM a RECOMME ADDITIONAL CCO INFORMATION H IS AVAILABLE IN o C y —12 MINIMUM GRANULAR MATERIAL PRODUCT LITERATURE V i R z a v m S , r , v m n I g OD PARKING LOT SECTION . S 1 N N A Z W W r, T W W c, . FI z C/A SHEET NO. NOT OR CONS 6 OF 7 l C 4 4 • ` I portable ©ADA truncated dom per Mn required /D0T std. • - I Compacted 134.1411 - r Cempxted BoaMin plea ♦ t a p I ' X1 I I 12 i 12' Gronulor Borrow I � j -1 Coons! Fitter /g9re9ata STEEL FEN4E POST (T- POST). re AMENT GEOTE%I N ` � 31 ]91 Nod. . lXO/4 but ikTOOT Spec. 3149.2 t Mad. STEEL Y S' LON Z - rot Re Then 6 :TM ' M ,44 8440X0. 3016-1 (MACHINE SUCED). 1i 8 'I LOAD B �` �,�,,j�,,J�,, ,Tie rain ad Nai FACTOR 1.9 ATTACH FABRIC TO POST 111114 N 4' A B � � w D of pipi ygPee CLASS B tram orpWar YINNUM 3 BP TIES (50 l8. Face of • e 1..'' J� dbarbr of pip• Seeing matedd Ma jng "' to a dp edw Cbea R bedding. GF F Ce lENSeE PER POST IN TOP 8' Curb Match Existing POST NOTCHES Width PIPE FDurDA TION & BEDDING TO RACE AWAY EL .• ()i) >1' lit .; it it 7 FROM FABPoC. LAY FABRC IN NE TRENCH. Round Oil doped AND CD/P NDCF11 ACT NANUM. T Inter _ bone n '� AND VAIN uDrr �� =1 I' � . ' . I IJaekR1l mabdol 3119.2N Yad. 11 I : TO of Curb R Faun,a ( ) - Cam died BeeW D kn9revad p ' -I p EODP4ENT PNOR N I. I. / granular bddm at w "w smeE11 Mad.) in li �� 11 =11' 1 / I - ...a P ENT OF THE PORTS ,.-r--..____ T grbr borrow material (3149.2E11 this I� 11 =11= r� -: 1 LOM F AC T OR 1.5 �I li � I �' �' ��' �. �:. ���' ". � .::'.:'.'.��.�.'.�:.�.'.':... . LACEY Variable Cempoct d �� 05 Da Match Ex . I' i, 'I apewral 'M '" " I. ° Pi''' CLASS C -1 hepro.• Pipe I, I i�x" cadre• 2,7 SISErna a - firm lion Ai Mg 2H Mod 6 - (6' curb) Width 6' - (6" curb) I e'M. u11dMUMd .01 egn Ms depth Spec. Jl049. �- • l i Rona e I. l it . r. Yn041 8 P SURF ROW 41. 4' -2' (4 curb) 4' - (4' curb) I ' I , • ♦ • • •, O Variable '''°8 R/ft elope "8 ft /ft elope - I' I •• : s ♦. - r • s - r Coons Filer Z Foundation 112 - n_„._, - = - , - ,., fl SECTION B -B I U . 49gr. MF; � e ' to 0 Improved Pip li • • ,I. � 8 ]149.2H Nod. db N PpeMk• 204• YMJWY C) Q Q O I. • • ♦ i t pr. POST EMBEDMENT a. N (� B Vwiee 4' - 8 a U li t ♦• • 6" . .: Comported Boddie P • • . �. � .�...:: :: %'�:: : : ::: : W B, T:r Slre<! rn ..- _.___- ..... ♦; ♦♦ ♦ ♦�♦ it I - .::'.::::;: * :`: ::' " Dodd -` -- �/ 8lfuminoue p q•�etes C rt.' 4 I ola alhw0y • eer o/ bide A A' but I - MnODT SPor. N) FACTOR )- Z O AI' -� Conerate 0bm t Po -" LCL0 S C-2 2 5 6• )_ m W Z W - Sidewalk a o�^e CLASS C -2 el 6 Concrete Hand loped from angular m O f 1- Z 4' Aggregate Bose irMPPOVED PIPE FOUNDATION MA 4i_ Se w Lm '. TER eing mat POOR `1O!LS SECTION A -A Concrete curb & gutter ]e z • a w o o o 6.3 a d o a STANDARD DETAILS (uo xoo4) MILS (MAR. 2002] STANDARD DETALS ( Zoo) STANDARD DETAR -S (MM. 2002) STAN DARD DETAILS (u 2004) PEDESTRIAN CURB RAMP (um pus w• PIPE FOUNDATION & BEDDING o•.PO Nn PIPE FOUNDATION & BEDDING (0 .0.o rM. ) IMPROVED PIPE FOUNDATION (80 O 1 ) SILT FENCE (on.lno IN. 1 F PATHWAY /SIDEWALK ( J METHODS FOR PVC ( ~ J°• ) METHODS FOR RCP OR DIP ` �'• ) FOR RCP AND DIP ` K � J STANDARD ` J 0 - 5 ( OAK PARK HEIGHTS, MINNESOTA )(°b Ra ) ( R.b STR -7A� �E:. ". ( BF7 - -3) (IRO - -ti; 6. W Wa & • . 6f ; .�.1' P4 e36• ela ap mtn8 fa coating o a 6 N . • '.4 "� "el T m u. r al e to Dia. N der p9' eI (1 T i ' 4' Dia. NH - Tel 1.�' Vefn4e (See P bn) 5 M o. NH - ., �i. • ... t e r .* A � eBSM10 8' Ob. NH - e �E .._ • a 2 •__ . 7 Db MH - baN Beak taro p 1 1@ _. � r . ∎4 %V ji . . rbbb (see Pbn 3'-4 I ' 8' Ob. NH - is' O Bair el Cup t II IIIIII'll ry W • %1 ots ��' ' t 4 wood Fe Part �. at"*" of Fbw t I ' I l € ' p F .1 .4 Z �•�il Vt� 4• omw grab � 57 ' Casting and adjustment Dr n e e ae epaanw. M a z t. ,' t •� ►t , j� . ( Minimum 4' Thick i '�� 'e s N •�1 • ♦fi t : Concrete Cecoaemmt ,ip �� rrr yZV 1YOy 1 is tilt :Apt Q \�•\ " . I I 6 P 6 .t ...Ir a c l an r . bobs .. v • .. 1. Curb stop o ne eo. )� =: F 6 al nab. 8 pre orst P >• 5 O 4 • - >T m .. 5D I � ��� Nab l e wired. � m � ° rc Ncn44 R T R ■ No 1400 eIrucI an allowed. > p 12• TO 24• 8 to 12 CY C13 PLMI ECU =�vwoter rvk• S I ` I § ` r . 111. MO IS to p heve�llal I /oP ele eg : nd i * o Z • 27' TO 33 14 b 20 CY CL3 FILTER BLANKET REQUIRED Type Caper I $ . 2 Seeds d Ramr:ek egaqud < w utt, G r at e , ...,...1„ . .. ' below ut l' p 5 Id ]6' TO /B• 23 to 38 CY CL3 UNDER RIP RAP OR 2 l Corporolbn Stop 1 I " � \\� .<1, NI ) d ar t s b Aw e b no . w Idbr - O • 54 ANDO = P 82 CY end p CL4 LAYERS OF 500% YIRAFI °� ` 1 I y '0 ru ng rubber go_ab. (Cali and ad uelmanl (On cubic ya Is upproixnateg 2.800 Abe.) FABRIC OR Mb 3[ �,q, „<,,,,,,,,,,,,,(.. iri \ n ^9 ) 10' ✓ana c h n \ \ \ \ \ ��� ,� } r\\r � r\ i j r Pr eca st ro rn _ n rings as epadfled. bar of m lMae•in • � ( ''',,/',,'.,',',,,, i / \ )� .. .5' . lh e � ouWd eshoe grouted m bath RIPRAP on or - - �W.6 ._L Water Win Cava B nb1 \\ • ...V" 11. •;? Manhole Bbek Manhole elep, Nan✓ ft1981J a Z .� equal, 16 o.c. 24• x ]B' ; 4:i Al � 5. " 4 PVC Saws Sande �.• Pma 1 S . .4. Biter Blanket (WOOT 3W1381) Schedule Slope -1 /a' per tL rte\ sewer Main a CO Pock wualune en allowed. Doghouse• ewe be !• I ! r Grout Z Q •� CTION A - Osot•x"b '4A' Typ le 6 ■ ! ■ qr . 4'de a d baGt ' - �� / O . a• long piece _ e mxM ...d eulth O % Support for Corperotbn 1 copper with ��� Nidmum ebb lNCkrreg, 8• tar 14' FIPRAP seer' Sewer ana ten= Shot Coof of end aapm. r l grrter a for C/ of a Wdmum O.s C.Y. of : n a' t of depth grmtr than 14'' SECTION J 3 2 :'��•. .1 ♦. 4gI o Equd b MN/OOT oM rMdra CUM 818 10 /10 mash. W F O x IA •� ���___ ) ,,, ': /// 3149 t1 TnroupnN wane 25d' Marker b be ��� : i� eanpeaMe nun *"w from a below SECTION " .. Filter Blanket (WOOT 3601.281) Service to 12' above Groot Salto*" .. �� � SECTION 8 - 0eele.Hb Filler - Tye N the around W a. ANDARD DETAIL tot STANOARII IIFTAN C Ira "`�°": STANDARD DETAILS ( PoL 2W1) STANMRD EWTA8 C (= 2 t) STAN (FEB. 2004 X Y ST APR, 2000 (APRIL 2l;) RIPRAP AT OUTLETS yI,-JO SEWER AND CONNECTIO WATER S ra•a+.a we. ) SERVICE RISER (o'. : ) CATCNBASIN MANHOLE ( tb J CATCHBASIN ( ) N I O ® SER VICE N 1 c .w ` ` ` ® ( o 4 S • ER -1 (U R . 1 . 2) . ( STS 5 ) , .(5'0 -7 ) I Q � Fora of r , Precast us! 1/2 r of the 1 /2'r I I I 1p• I 6 % MINIMUM 12' WOE pip pe an on Invert e benches sloped opaa C torah the Inert. I , p11' 0.5, SHOULDER EACH SIDE 3 1 ` •&Pe I /2 ;_ CATCH BASIN AT P.C. or P.T. 8 OR ID' C ! 3 4 ft - , ro 0.5' SEE TIP SECTION y • I. Mn DOT B618 a U8T ERA 5' 10• 04204 1 � r --1 \ m 0 I I ■I 8 • 161, -'. L C., < V v li kZ . 1 LI i ll ilrir of c g am steps a n et dhoti 'Vaud Fa of Cu • - :: p W nia . /mb/ bw 6 ' 16• 3 TYPE LV4 ARING COURSE MIXTURE y. D PZa v q - . io n G/2'. 3.r '6 NE CATCH BASIN IN RADIUS III ti IT sg B AGGREG�TE BASE, CLASS 5, 10076 CRUSHED Z i g Casting P UN and elO tment c � g *4 EXCAVATION AND ADDITIONAL AGGREGATE BASE, 0 0 S ! 3 4• - R 0 tS R to• 042B CLASS 5. AS DIRECTED BY THE ENGINEER �p n I • k MnDOT 8418 r CU a GUTTER F ® CURB BITUM INOUS PATHWAY o n j _ L o �� � i 3L P 1 18 1 2• 0 a MINIMUM 12 NIDE p I Face of Curo SHOE FORMED 0,5 SHOULDER EACH SIDE 9yD '� M*"1ab m Neenah R1961J 12' ter '6 DOUBLE CATCH BAS � p, t/2•r ,44§.' • L or •stet 16' m e *"W. P T, dim ! r 0.5 5 � . 4n joins N man b hose 1 / 2 'r rum a 5' 6' 10' e. b Mg rubber geekob' II III TRAMSIIIda 1 lirT 11 ■ Pregorl SWM reseed. '• s D428 Pipe shall me tout WM C19 a 7. SURMOUNTABLE � _ with In T f woe. ���'�` Ip• I I 6 TYPE 3Y32A CONCRETE � 7 a " 1 NM Kar -n -awl *"male er egad I 4' AGGREGATE BASE, CLA55 5. GROG CRU4IE Z 4.1 - ArM,ana Peeapla ga o te . 1-� -� g An sag Inoutn Map be grarl•d 6" T :E.`:.i^:`: ::'. ��i�tiu:;i; ( " % : a .;i_ : i ;l+ ' .: ` � T'� Id � EXCAVATION AND ADDITIONAL AGGREGATE BASE, � ` (za iQA -radar on imia *"d outside. Sw I CLASS 5, AS DIRECTED BY THE ENGINEER ` L . w ,li 2. `. , BITUMINOUS CURB 14100T 8818 CONC. C c � �\ " Z Ybhnxarn, thickness of precast base (.IAN \\ \ \\ INTERGAL W/ MAT MnDOT D412 C & C or Iee0. pare Inane... CONCRETE SIDEWALK W SECTION 1• b tnicbrr tar ebb 4 d app - SECTION A - H Z far 14 deep 4 greater than IV w _ _ • STANDARD 11FTAJ($ (i1 2001) STeN0�80- lEi!!1S (FEB. x001) STANDARD DETAILS ( MAR. 2 0404 ) STAN DETAILS (AUC 2003) W ELE rem. le. CURB AND GUTTER (oa• t• ) CONCRETE CURB Al GUTTER ( Ik.r ,o w >) TYPICAL SEC110N FOR BITUMINOU S - SANITARY SEWER MANHOLE rte•" TRANSITION V'i� PATHWAY AND CONCRETE SIDEWALK SHEET NO. `' 11W 1 M I• N• ♦ (TAN -1 J , (a ! ' 1 1 R - 2 O M '1 N OT FO R LI CONSTRUCTION 7 OF 7 l5 1 \ l