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Home My WebLink About03/29/2006 Env Bd PacketCity of Lino Lakes Environmental Board Meeting March 29, 2006 6:30 p.m. AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES: FEBRUARY 22, 2006 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. Legacy Town Homes /Legacy at Woods Edge. 6. DISCUSSION ITEMS A. Earth Day B. Other 7. ADJOURN • ENVIRONMENTAL BOARD MEETING FEBRUARY 22, 2006 DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT 1. CALL TO ORDER Chair O'Dea called the meeting to order at 6:32 p.m. 2. APPROVAL OF MINUTES August 31, 2005 CITY OF LINO LAKES DRAFT MINUTES : February 22, 2006 . 6:32 P.M. . 8:53 P.M. : Barbara Bor, Barbara Bauman, Constance Grundhofer, Teresa O'Connell, and Mary Jo O'Dea and Rod Kukonen : Dennis Smith : Environmental Coordinator Marty Asleson, Page Two, seventh paragraph, change text from "...11200- 1250..." to "...1120 to 1250." Page 3, fifth paragraph, 1st sentence, change text from "...sites where disturbance." to "site where disturbance has occurred." Page 5, eighth paragraph, change text from "...Green Velvet Foxwood..." to "...Green Velvet Boxwood..." Page 8, second paragraph strike the following text: "...for instance Stoneybrook, that had no stones or brook on site" and strike the following text: "Asleson added that he had questions about the landscaping ". Page 8, fourth paragraph, 1St Sentence strike the following text: "...and if there are documents." Page 8 fourth paragraph, 2nd Sentence change text to read as "The meeting time for a review of Stoneybrook was set for 5:45 p.m. on Wed. Sept. 28, 2005 before the next Environmental Board meeting." Page 8, fifth paragraph change text from "...for Stoneybrook... " to "for Distribution Alternatives." Page 8, eighth paragraph, change text from "...Community Wildlife..." to "...Community Wildlife Habitat..." 1 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING FEBRUARY 22, 2006 January 25, 2006 Page 1, third paragraph: "The Board approved the agenda as amended" to "The Board approved the agenda as amended to elect no approval of minutes and add 6C." Page 1, fifth paragraph: Move "Motion was by Kukonen to amend seconded by O'Connell" to 3. APPROVAL OF AGENDA Page 2, fourth paragraph 1st sentence: ... "tree grates placed "... to "place." Page 3, fifth paragraph from bottom, third line: ... "magnate "... to "magnets." Next sentence should read how water will be filtered instead of other word." Page 4, fifth paragraph: "...and have to be tricked to have them stay..." to "...if there was a trick to having them stay..." Page 4, sixth paragraph "...there is a need to keep grass longer around daffodils so they survive..." to "...the daffodils foliage needs about 4 weeks to turn brown so they will re -bloom the following year..." Page 5, first paragraph, 1st line: "Ken Tallion discussed lighting" to Ken Tallion was onto lighting." Page 5, fourth paragraph from bottom: "...the large parking lot areas will not be lighted..." to "...the lighting plan did not include large parking lot area..." and strike rest of text." "...this was different than this lighting..." to "...the parking lot lighting was different than the lighting discussed here..." Page 5, eighth paragraph: Change "O'Connell asked if the lights could have a green glow to them." to "O'Connell asked if the flood light fixtures shining into trees can we have them green shade until the trees mature. Reason being is that it has less of glare affect going into the skv. Less night light pollution." Change text of next sentence "...no, the lights are more of a "flood light" fixture..." to "...no, the lights had to stay here because of the type of fixture..." Page 5, ninth paragraph: change text from "...200 feet..." to "...20' feet..." Page 5, third paragraph: "...receptacles will have a tree base ..." to "...receptacle will be at the tree base..." Page 6, fourth paragraph: "...it was asked if the police station was manned all night..." "... it was remarked that the police department sign would need to be on all night..." Delete rest of text. 2 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING FEBRUARY 22, 2006 Page 7, sixth paragraph: "...we have ever asked the city to consider as a to help with money for the project..." to "...the city has every considered helping with money for the project..." Page 7, last paragraph: "...such as sent or decoy..." to "...such as decoy..." "They need to understand the grant, when it ends and who will be running" to "They need to understand the grant and its duration ". Bor asked if the city has ever considered helping with money for the project." Page 7, paragraph two: "...emailed Gordon about a survey..." to "... emailed Gordon about the City Survey..." "Gordon Heitke's response was something based on a previous survey SEE GORDON'S EMAIL" to "Gordon Heitke's response was attached for review by the Board." Add the following text: The survey's questions were based upon questions form a previous survey. Page 7, third paragraph: Delete Page 7, seventh, change text from "...Fox..." to "...Fuchs..." Page 8, first paragraph: "...O'Dea said that we love having you on the board and you've meant a great deal to the board..." to "...O'Dea has been a great asset to the Board..." Page 8, second paragraph: "We would like as many of us there as possible and will I present asked Mary Jo O'Dea" to "Any board members who can be there would be appreciated." Page 8, second paragraph, last sentence: "...it is up in the air about a Blue Heron update..." to "...the date of the council update of the Blue Herons is unclear at this time..." Bor made a motion to approve the August 5, 2005 and January 25, 2006 meeting minutes. Bauman seconded the motion. Motion carried unanimously. 3. APPROVAL OF AGENDA Approval of agenda as amended. Motion by Bauman to amend seconded by Kukonen. 4. OPEN MIKE No citizen comments were made. Open mike closed at 6:55 p.m. 3 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING FEBRUARY 22 2006 5. ACTION ITEMS A. Pheasant Stroll Estates/Rezone to R -3 and Preliminary Plat for 28 lots. Marty Asleson presented the staff report. He stated that the applicant is requesting a rezoning and preliminary plat approval for a 28 lot subdivision called Pheasant Stroll Estates. The property is proposed to be rezoned from R, Rural to R -3, Medium Density Residential. The site is guided for medium residential in the City's Comprehensive Plan. Sewer & water and storm sewer are available for this site. The developer has submitted a tree preservation plan. Portions of the project site fall within a Natural Resource Conservation Area as defined in the City's Park and Open Space Plan and is an excellent place for connectivity. Plan specifications for landscaping contractor should be approved by the city. Mr. Asleson recommended approval with the conditions noted in the staff report. Mike Black, representing the developer, presented an overview of the project. Mr. Black commented the drainage design has been submitted to Rice Creek Watershed District (RCWD) for their review. The design was completed in accordance with the districts requirements and standards. The RCWD has raised questions concerning the existing flood plain elevation and the developer's engineers are currently collecting information. Mr. Asleson suggested relocating the infiltration and mitigation ponds and suggested the southeast corner of the property as a potential location. Black said we know we have to do a mitigation pond. Mr. Asleson also suggested the developer work with RCWD to pursue a wetland enhancement project as an alternative. Mr. Black said they would continue to work with city and are not taking issue with the recommendation. He would prefer to mitigate on site. He stated that they would continue to look at adding more infiltration areas. Ms O'Dea asked if the access road would be extended in the future.- Mr. Black responded that the City is currently studying roadway alignments. He noted that currently the road is proposed to be a private road maintained by the association with a width of 28 feet. Ms. O'Dea asked about parking. Mr. Black said the road is wide enough to park on the side. Ms. O'Connell asked if the existing house would remain. Mr. Black confirmed that it would. Mr. Black also noted that they were trying to minimize the amount of fill brought onto the site. Ms. O'Dea asked if there was going to be a conservation easement on the property. Mr. Black stated that he did not think there would be any objection to that. Mr. Asleson informed that board that a conservation easement could be provided. Mr. Asleson expressed concern with the size of the proposed spillway noting that a large rain storm could wash sediment into the wet land area. This issue needs to be further examined. 4 DRAFT MINUTES • ENVIRONMENTAL BOARD MEETING FEBRUARY 22, 2006 Ms. Bauman asked if the small house was staying or would it be demolished. Mr. Black stated it would be removed along with the septic system. It will b a taken care of appropriately said Black. Mr. Asleson stated that the Board should make a recommendation on the project, noting that Rice Creek Watershed District needs to look at the overall plan and wetland impacts. The Developer will provide evidence of capping of well and septic, fuel tank. Mr. Black also stated that the above ground LP tank is not a fuel tank. Mr. Asleson recommended the completion of a rare plant inventory for the site. Ms. O'Dea mentioned the board would like a more detailed landscaping plan to be submitted to include ground cover and seed. Ms. O'Dea made a motion to approve with recommendations from staff and the board. Bor seconded the motion. Motion carried unanimously. 6. DISCUSSION ITEMS A. Stoneybrook Representative /Kim Brouillet Kim Brouillet, 6434 Pheasant Hills Drive was here to talk to the Environmental Board about the Stoneybrook development. Mr. Asleson mentioned that Stoneybrook was a site selected for the Board to review as one of their goals. Asleson included a number of attachments with recommendations and he proceeded to read through the bullet points. Ms. Brouillet elaborated on her experience with the Stoneybrook Development and the developer Tollefson. Ms. Brouillet was concerned that there were issues with the developer and completion of improvements. Ms. Brouillet feels that Tollefson is not holding builders accountable. She noted that the monuments are overgrown and weeds overpower flowers. Mr. Asleson said that this spring the city will go to evaluate the site. Ms. O'Dea asked if Tollefson is still in control. Ms. Brouillet said that the city still has leverage over Tollefson and the Stoneybrook development. Ms. O'Dea asked if it was the city or homeowners getting involved in this. Mr. Asleson said both. Ms. O'Dea asked how to insure that recommendations are followed through. Ms. Bauman stated that the board is trying to learn how its recommendations can be improved and be made clearer as to what is expected. Ms. Brouillet said that what should be mandated is that homeowners who purchased should have been giving building covenants so they knew what was to be expected. Ms. O'Dea said the Board was led to believe there would be a homeowners association. Ms. Brouillet said there will be when the residents vote • • ENVIRONMENTAL BOARD MEETING FEBRUARY 22, 2006 on this issue, adding that Brouillet only an Architectural Control Committee exists now. Mr. Kukonen asked if there were any restrictive signs in the development at all and Ms. Brouillet said yes at the corner of every lot. The plan for the spring is to go in and reevaluate and site. Ms. Brouillet requested that a representative from the city and make clear to Tollefson of their responsibility and send a report to the Architectural Control Committee. Ms. Bor asked if Tollefson has any other building going on in the city. Ms. Brouillet said that Tollefson marketed an executive home site and did not follow through. Mr. Asleson said maybe as soon as it warms up we should take a field trip out there to take a look. Ms. Bor asked Mr. Asleson would go to staff and propose a spring site visit. Mr. Asleson said yes. Ms. Brouillet also raised concerns about grading with the two new homes going in across from her house. Mr. Asleson stated he would notify the City Engineer to follow up on this issue. Ms. Bor said that we are very appreciative of Kim Brouillet giving her experience and what has been going on. Ms. O'Dea said to Ms. Brouillet that we appreciate her coming in and giving the Board a report. Ms. Bor suggested that Ms. Brouillet write a summary for the Board and deliver by email to Mr. Asleson. Ms. O'Dea asked if Ms. Brouillet should continue working with Mr. Asleson. Mr. Asleson stated that she should and also with Jim Studenski regarding grading issues. B. Wildlife Backyard Habitat The Board discussed Wildlife Backyard Habitat program. Mr. Asleson stated that the course will be held at Lino Lakes City Hall, Saturday, March 11. Lisa Hogstad was asked to call the Quad to try to put an article about the Wildlife Habitat in the paper. Lisa also mentioned that she will put the information on the web site. C. Earth Day Mr. Asleson stated that Earth Day is scheduled for April 22 and requested Ms. O'Connell help with Earth Day. Ms. Bor also volunteered. Mr. Asleson will be sending letters out to businesses for donations. 6 DRAFT MINUTES • ENVIRONMENTAL BOARD MEETING FEBRUARY 22, 2006 D Environmental Board Application Process Mr. Kukonen requested input from staff and board members on how to address an issue with his advisory board application. Mr. Kukonen explained that he submitted his application on the due date, January 31, 2006 after City Hall was closed. He stated that the City considered the application late and therefore it was not accepted. . The Board asked Council Member Carlson to comment on this issue. Council Member Carlson said that Board should make its own decision and that she does not want to influence any decision. Ms. O'Dea suggested that Mr. Kukonen submit the Quad advertisement of the board openings, summary of his position and the process he followed. The board noted that interviews were being held this evening. Ms. O'Dea suggested that Mr. Kukonen prepare the letter tonight. Ms. Grundhofer suggested the letter be copied to other people within the city. 7. ADJOURN It was noted that the next meeting of the Environmental Board will be on March 29, 2006. There being no further business, Ms. O'Connell moved to adjourn at 8:53p.m. Ms. Grundhofer seconded the motion. Motion carried unanimously. Transcribed by: Lisa Hogstad Community Development Secretary 7 DRAFT MINUTES AGENDA ITEM 5A STAFF ORIGINATOR: Marty Asleson DATE: March 29, 2006 TOPIC: Legacy Town Homes /Legacy at Woods Edge BACKGROUND: Legacy Town Homes is located in the NE quadrant of the Legacy at Woods Edge Development site. See Attachment 1. Since the preliminary plan has been reviewed for Legacy of Woods Edge, input is now confined to site specifics for projects programmed within the Preliminary Plat approval. The landscape, lighting plan, and erosion plans are submitted as review items. Surface Water issues and general landscape issues have previously been brought to the Board. Landscape The proposed plant schedule is presented on sheet C5.0 (Attachment 4). Several changes should be made to the plant schedule. Recommend changing Sunburst Honeylocust to straight thornless Honeylocust. It is fairly well known that Honeylocust will develop nectria canker in artificially created urban micro - climates and Sunburst more so than thornless honeylocust. Sugar maples will not do well in the sandy soils of Woods Edge. Red or Sunburst maples should be substituted for the Sugar maples. Americanna /native (Redmond) Lindens should be substituted for the Cordata /non native (Greenspire) Lindens. European larch should be changed to the native Eastern Larch. Ponderosa pine should be changed to native White Pine or Red Pine. The area to the east of impervious areas and bordering the basin area (trail location area) should be planted with native Eastern Larch in the wet to mesic soils, and white oak with Red oak in the upland areas. This area including the pond areas to the North and South should be placed in a Conservation Easement with the City named as the easement holder. This area should be planted with a City native Seed mix. No top soil should brought in for native seed areas. Conservation easement areas should be protected from construction impacts such as compaction, debris and material stockpiling, and cement truck cleaning. Top soil note in the landscape plan. Should read "all areas disturbed by construction activities except for native specified seed areas should have 4 inches of loam top soil thourghly incorporated into the subsoil and seeded or sodded..." Again, where native plants are specified, no topsoil shall be specified. Raingarden and infiltration basins...should read "shall receive the City specified native seed mix." Under the Sodding Installation Notes, should read "4 inches of top soil should be thouroughly incorporated into the subsoil." Areas to receive sod should not be fertilized with a 10 -10 -10 fertilizer. A starter fertilizer with "0" phospherous must be used. Again, under the seeding section of the notes, there should be no specification for top soil /organic matter incorporation into the infiltration basin areas. In filtration basin areas should be seeded with the City native seed mix and any changes approved by the City of Lino Lakes. Notes allude to the maintenance agreement for future native plant maintenance. A copy of the maintenance agreement should be submitted to the City of Lino Lakes Environmental for review and approval. Sodded Areas must be irrigated. The Sheet does not appear to show any Street Trees. Consistancy in the Woods Edge landscaping is a desirable feature and should be reflected in Street trees of similar species carried through the Woods Edge plan. The City is responsible for these trees on this project and checking the City Specifications there are indeed trees planted in appropriate planting areas and consistant with hackberrys planted to the West. Trail The trail location should be staked by the City. This trail should be placed higher on the contour than otherwise. There has been discussion on the Tamarack basin restoration to the East and since the hydrologic elevations of such a restoration project have not been modaled yet, the trail should generally be placed as high as possible. Storm Water Pollution Prevention Plan A copy of the mandatory Storm Water Pollution Prevention Plan (SWPPP) submitted to the MPCA for approval should be submitted to the City of Lino Lakes Environmental for Review and Approval before any construction activity proceedes. A copy of the final approved plan must be maintained on site with the required weekly and post storm event inspection reports. The SWPPP site manager's name should be submitted to the City with how to contact this person. The location of this site must be indicated on the SWPPP. The SWPPP must indicate where rock entrances to the site construction area will be placed. The rock entrance must be at least 50 feet in length. The rock must be 1.5 inches in diameter and maintained for rock pore space. The SWPPP must indicate a "trigger point" for cleaning silt fence areas. Silt fences must be cleaned when the fences becomel /3 full. The SWPPP must indicate specific plans and intentions for dewatering on anticipated and unanticipated storm events. The plan must indicate procedures for dewatering that would prevent turbid /floculant waters from leaving the site. The plan should also indicate a method to control wind erosion off of the site. The SWPPP must show one, and only one area on the site where cement trucks will clean their tanks. This area must be protected from the movement of cleaned materials from the clean site. The SWPPP must indicate disposal of Cement Truck Cleaning materals after construction is finished. All storm water sewer inlets must be protected with a mechanical device such as the Royal Industries Infra Safe device. Lighting All security lighting that may be installed on the Town Homes must meet City specifications. Trail areas to the east will be lit with the approved roadway decorative lighting fixtures. OPTIONS: 1. Approve with Staff and Environmental Board recommendations 2. Recommend not to approve RECOMMENDATION: Option 1 Attachments: 1. Location Map 2. Preliminary Enlargement Plans 3. Preliminary Grading and Erosion Control Plan 4. Preliminary Landscape Plan 5. Preliminary Site Detail C6.1 6. Preliminary Site Detail C6.2 7. Preliminary Site Detail C6.3 VICINITY MAP ABBREVIATIONS AL. ACOUSTIC OUT. ACOUSTIC 796E AOJ ADJACENT OR ADJUSTABLE ARE ABOVE FINISHED FLOOR ALAI. ALUMINUM ALT. ALTERNATE AT AP. ACCESS PANEL ARCH. ARCHITECT O AT BD. BOARD 9lOC.. BALDING MC BLOCK BLD G. BLOCKING BD'T. BOTTOM CA. CASING CALL CABINET CEO. CEMENT LEN. CERAMIC CI CASH NON CIO. CENJNG CL CLOSET COL COLUMN CONC. CONCRETE COREY. CONSTRUCTION COAT. CONTINUOUS CONTR. CONTRACTOR CORK CORRIDOR CPT. CARPET CR CARD READER C.T. CERAMIC TILE C.W. W. CASEWORK OEE DETAIL DIM. DIMENSION OR. DOOR OW. DISH WASHER WAGS DRAWINGS EA EACH EL ELEVATION EIEL ELEVATOR ELEC. ELECTRICAL ENGR. ENGINEER E ENTRANCE ED S. EQUAL EQUIP. EQUIPMENT COST E%ISTNG EA•. DMOSED OR EXPANSION EM. DOERAR EX W/MC ONAUST W./MC FTC F.E FURN FOR. OA. GALV. OW. GYP. H.C. HOOP. HMWO. AM. HOW2. HR IBC INSUL NT. AST. MATERIALS + SYMBOLS FLOOR DRAW RASH FLOOR ELEVATOR FIRE EKTINDUISHER FIXTURE FURNACE GAUGE GALVAN® GROSS WEIGHT GYPSUM HOLLOW CORE HANDICAP HARDWOOD HOLLOW METAL HORIZONTAL HOUR INTERNARDNAL BUILONO CODE INSULATION INTERIOR JANITOR JOIST KO. KICK DOWN LAV. LAVATORY UN. UREA CLOSET MAN. IMMANENCE IAWUF. MANUFACTURER MAX MAXIMUM MECH. MECHANICAL MED. CAB. MEDICINE CABINET MFR MANUFACTURER MN. MINIMUM M0. MASONRY OPENING M_ METAL RIC NOT IN CONTRACT N.T.O. NOT TO SCALE NO. NUMBER NOM. NOMINAL O.C. ON CENTER OUTSIDE D O.D. PMETER O.H. OPPOSITE HAND P.C. PRECAST PL PLATE PLAZA PUS00 LAMINATE PR PAIR PT PAINT OR QUARRY TILE POINT O.T. R RADAR REF. REFERENCE OR REFRIGERATOR REF. REFLECTED REFRD. REINT. REV. REG'D P.O. SC. S.C. G.E. G.E. SHY. SM. S ECD SPEC OIL STOR. SIROCT. Si. TOG T.O. T.P. DO TUB T.V. ARC LAND V.C.T. V.B. VERT. VEST. V.W.C. WARS. ND WD W W/ / W/O VS. REFRICFRATOR REINFORCED REVISION REQUIRED ROD PANT SHELVE DOUG CORE OR SECURITY CAMERA SECTION SIDUARE FEET SHEET SIMILAR SINK WITH DISPOSAL SPECIFICATIONS STANDARD SIEEL STORAGE STRUCTURAL VINYL TTENO E AND GROOVE TOP OF TOLER PAPER DSPENSOR BATHTUB TELEVIDON TYPICAL UNFORM BUILDING CODE UNLESS NOTED OTHERWISE VINYL FUROR COVERING VAPOR BARER VERTICAL VESTIBULE WILL U WALL COVERING WAINSCOT WATER CLOSET WOOD WATER RESISTANT WITH WASHER / DRYER WITHOUT YARD >< 'I CONCRETE CONCRETE BLOCK METAL STUD MICRON FINISHED WOOD ROUGH WORD OR BLOCKING BLOCKNG DR OHM �■N� WOOD DUO PMRTON SOIL BORING i I TO.n' ± 100.0' NEW GRACE ELEVATION EXISTING GRADE ELEVATOR GENERAL NOTES ;HIL=L .1I.I11.II. SAND EMIH GRAVEL PLYWOOD STET. IINNSULAATCRA RIGID MUTATION ... ADDIISOC TILE EESING GRADE CONTOUR NEW GRADE CONTOUR -4,- ELEVATION DETAIL ND. SHEET NO. SECTOR OR ELEVATION DIRECTION INDICATION 0-- }- WAIL TYPE WINDOW TYPE (OH ODOR NUMBER OFFICE- ROCM DESCRIPTION ROOM NUMBER CODE REVIEW LEGACY TOWN HOMES LEGACY AT WOODS EDGE LINO LAKES, MINNESOTA PROJECT TEAM OWMER LEGACYY HCLLONOS-U- LBEpEONAE 554 1 LOO EWDTN MN LLC JACK BRANIDT OD) 838 -2400 JJEIRANDTMIUAIFDRROORP.CN ARCHMECTURAL BEAVICES WARDRD CROW, INC. A CHECTS /DBNEERS 780 USESF'AppUp UTH BLOOMINGTON, MN 55431 HA PIERCE AM (952) 838 -2437 HNFRCEOWRIFOROCRP.CM 8TfllCRJRAL LSYOO�Mq HARTFORD Bt0DMNG1000NS, INC. A CHHIILI.V/ENDNEEFS 1300 CAN 5543g GARY RENHOID, PE (052) 538 -2435 CRCWELDBHARIFORDCRP.COM LANDSCAPE ARCHPTEC URAL SBMCEB HARTFORD CROUP. INC. ARCHRECIS/ESDAEERS 1300 WELLS FARGO PUVA BLOOMINTO. MN 55431 PATRCY SHINER ASIA (952) B38 -2422 PSAVERNHARIFORDERP.cca CTVL ENGEMERNO HARTFORD GROUP INC. ARCHITECTS /EMONEERS 1300 WNOV15 FPFJA PUIIA 7900 AVENUE SOUTH BLOOIBAOIDH MN 55431 MXDN . PE (962) BOB -2432 38-202 A/ICXBOLDONWTFDRDCPP.CN1 C#p_7T:C110 SLAV Bon Moller Braun MONc 11001 NmnpeN5 Ave. S. (052)GSS MN 55438 (962) 995 -2200 rAmHerObrouNlBedeneom ENVIRONMENTAL SERVICES Kevin Hoffman Bald IMMec 11001 HempehN. AR. S. M nneepoAe, MN 55478 (952) 995 -2200 MhdYWLOpannlsM1eemm I /7Y-. • --1 - - `�P-- i1•riy"D •Ai 005aIGH RDA IMAROWLDI AIL BILMBViliCiY/E/037BRIMONSBB SHEET INDEX DATE 3510 ________- __- _-- -_ -__- 7/10/2006 C1.0 EXISTING CONDITIONS & REMOVALS PLAN -- -------- - - - - -- 3/10/2006 C2.0 PRELIMINARY SITE PLAN ---------------------- _- ---3 /IO /7006 02.1 PREUMINARY ENLARGEMENT PLANS ---------------- - - - - -- x/10/2006 C3.0 PREUMINARY GRADING & EROSION CONTROL PLAN-------- - - - - -- x/10/2006 C4.0 PRELIMINARY SANITARY SEWER & WATERMAIN PLAN---------- - - - - -- x/10/2006 C4.1 PRELIMINARY STORM SEWER PLAN-------------- - - - - -- -3/30/2006 C5.0 PRELIMINARY LANDSCAPE PLAN---- - - - - -- --------- - - - --3 /10/7006 C6.1 PRELIMINARY SITE DEVILS----------------- - - - - -- x/10/2006 C8.2 PRELIMINARY SITE DETAILS--------------- _---- ___ - -_-- 3/10/7008 C8.3 PRELIMINARY SITE DETMlB-------- - - - - -- - - --3 /10/2006 C7.0 PREUMINARY PLAT__-- _--- _--- _- __- __-- -_ -__- ___3/10/2008 9HGtl®7BAL_ A1.1 SEVEN (7) UNIT BUILDING 1 FLOOR PLANS----------- - - - - -- 3/10 /TLA6 A1.2 SEVEN (7) UNIT BUILDING 1 FLOOR PLANS---- - - - - -- - -- -3/10/2006 A1.3 SEVEN (7) UNIT BUILDING 2 FLOOR PLANS------------- -- - - -- 3/10/2006 A1.4 SEVEN (7) UNIT BUILDING 2 FLOOR PUNS------- - - - - -- - - -- 3/10/2006 A3.1 ENLARGED UNIT "A1" FLOOR PLANS - 3/10/2006 A3.2 ENLARGED UNIT "B7" FLOOR PLANS - 3/10/2006 A3.3 ENLARGED UNIT "B2" FLOOR PLANS ------------------3/10/2005 A3.4 ENLARGED UNIT "B3" FLOOR PUNS---------- - - - - -- - 3/10/2006 A3.5 ENLARGED UNIT "CM FLOOR PLANS ------------ ---- -- 3/10/7006 A3.5 ENLARGED UNIT "Cr FLOOR PLANS - 3/10/2006 1.3.7 ENLARGED UNIT "Cr FLOOR PLANS 3/10/2006 A3.15 ENLARGED UNIT "C4" FLOOR PLANS - 3/10/2006 A5.1 SEVEN (7) UNIT BUILDING 1 ELEVATIONS --------- - - - - -- -3/10/2006 A5.2 SEVEN (7) UNIT BUILDING 2 ELEVATIONS ----------- - - - - -- 3/10/7008 A6.1 ENLARGED ELEVATIONS UNITS "At" & "Bt" -_ ---- - - - - -- 3/10/7006 A6.2 ENLARGED ELEVATIONS UNITS B2" & "B3" ------ ------ - - - - -- 3/10/7006 A6.3 ENLARGED ELEVATIONS UNITS "CM & "Cr -- 3/10/2006 A6.4 ENLARGED ELEVATIONS UNITS "C3" & "CA" 3/10/2006 A7.1 BUILDING SECTIONS _ _-- -- __ -- - _ - -_ -- 3/10/2006 A9.1 DETAILS I.- COMMON AREAS & STAIR -- A9.2 DETAILS II- WALL TYPES & JOINTS A9.3 DETAILS III- WINDOW /DOOR A9.4 DETAILS N- FLOOR /CEILING A95 DETAILS V- ROOF A10.1 CASE & MILLWORK ELEVATIONS & DETAILS A11.1 FIXTURE ELEVATIONS AND DOOR & WINDOW SCHEDULES A112 ROOM FINISH SCHEDULE & GENERAL NOTES ARCHITECT /ENGWEER PLANNER HARTFORD ' Rl:T)nlryyyft % u 1 OOA ▪ wROIlIS NOM k I Wnb/ Folly BM N. PIED molredlm N Awl •a Nona N a N PT undo &.d wpnWen .M 910 In 0 duly AMMO 111.4 oar M w of MW MN M 1001 . TOM IL Pox DOT- 5N711d•1 W. 10062 FOR BID REVIEW ONLY NOT FOR CONSTRUCTION CONSULTANT: OWNER: LEGACY HOLDINGS -LL, LLC 13m WR15 MUGS NASA 7900 WPM WENT SOUTH 532-039-080 PR-0X -1181 PRO3ECT: LEGACY TOWNHOMES LEGACY AT WOODS EDGE UNOlNO3 MINNESOTA ISSUE: II /I1 /2005 CONCEPT 12/1/2005 REV. CONCEPT 12/7/2005 REV. CONCEPT 12/21/2008 RN. CONCEPT 1/13/2008 REV. CONCEPT 2/3/2008 REV. CONCEPT 3/13/2006 CITY SUBMITTAL REV. THIS SHEET NO REV. THIS SHEET SHEET TIRE: TITLE SHEET SHEET NUMBER: T1 ZLALLAIII.A516`. NMI CONCRETE CURB 08840E ACCF55 DECK 0 DWGS 21.5' PER AND MTNAMENTA FENCE ®® BUILDING) 1: 5'NI Y .: 1A GRADING PLAN GARAGE ACCESS TYPICAL TOWN HOME BUILDING #1 — #14 (SEE ARCHITECTURAL DRAWINGS) DECK j GARAGE ACCES'Fi SEEARW'L .._._._. J , DINS -- _ _. __ CONCRETE. PAD FOR MECHANICAL AND UTIL1Y CDIENEC1IONS COORDINATE MIN ARCHITECTURE (TIP. PER UNIT) - =QM .CC /ADIIL OROS CONCRF10 WALL., _ CS.t RETAINING WALL 15EE GRADING PLAN (TIP.) GARAGE ACCESS � -13.8 7 A _ STAIR AND STOOPS PER UNIT SEE ARCHITECTURAL DRAWINGS (TIP.) / TYPICAL BUILDING ENLARGEMENT LAYOUT PLAN (BUILDINGS #1 — #10) TYPICAL GARAGE ACCESS ENLARGEMENT LAYOUT & LANDSCAPE PLAN (BUILDINGS #1 —#10) GARAGE ACCESS DECK Dyers. 6.11. 4ANADl ACCESS TYPICAL GARAGE ACCESS ENLARGEMENT LAYOUT AND LANDSCAPE PLAN (BUILDINGS #11 —#14) N 1 j j% SOD SEE TAO LANDSCAPE NEST —SOUTH NEST 510E 961-1400. SHADE SPECIE& B 9A SHRUBS B NM SHRUBS 4 L0. SHRUBS PAM LATOUR LA514 LAYDI1k FRONT LANDSCAPE: • FROM LANDSCAPE , 10 9A SHRUBS 10 91. SHRUBS B MEO. SHRUBS 6 NED. 01iRUB5 2 LG. SHRUBS 2 l4 5XPUB5 1 SPE2MEN OI•ANENTAL 1 SPECIMEN ORNAMENTAL I 25-50 SF ACM PLANTING BEDS. 25-30 SF ACM. RANTING BEDS. REAR LANDSCAPE TEAR LANDSCAPE 6 MA SHRUBS 6 S1 SHRUBS NOTES: 1. ALTERNATE PATIO LAYOUT AND LAWN LAYOUT PER UNIT,. 2. LOCATION OF RETAINING WALL, BRICK PIER AND ORNAMENTAL FENCE. AND STAIRS SHALL BE STAKED IN THE FIELD AND REVIEWED BY THE LANSCAPE ARCHITECT PRIOR TO INSTALhATION. B SAC SHRUBS 11 MED. SHRUBS 4 LG. %RIBS 1 — TYPICAL BUILDING ENLARGEMENT LANDSCAPING PLAN (BUILDINGS #1 — #10) TYPICAL UNIT ENLARGEMENT LANDSCAPE PLAN (BUILDINGS #1 —#14) • _ u 5 ARCHITECT /ENGINEER PLANNER HARTFORD ISSONNWEAV BM ;.. PmR.aal m56 MaiPia MI imellation and 85.1*0m ant that I AR aduty I'a45 LN;imoA NTA6N6 ada 51, Nn of Um Male M NaamN Om Pabk4 IL IM 24504 CONSULTANT: OWNER: LEGACY HOLDINGS LL.., LLC. MOO WELLS FA1h9RIU 2TOOM ASAUDABIGUDI 11DOH61D1ON.INSII1 RO (sus MRS COMMUNITY PARK ENLARGMENT LAYOUT AND LANDSCAPE PLAN TYPICAL PATIO ENLARGEMENT LAYOUT PLAN (BUILDINGS #1 — #14) d mPNDONTSM. NwTw0BmuPms, BIG AmBIQIMB*INl9WRANI6l5 FOR REVIEW ONLY NOT FOR CONSTRUCTION PROJECT: LEGACY TOWNHOMES LEGACY AT WOODS EDGE MINNESOTA LINO LAKES MINNESOTA ISSUE: 12/28/91 PROM. SITE PLAN 5/10105 CITY SUBMITTAL REV. THIS SHEET NO REV. THIS SHEET SHEET TITLE: PRELIMINARY ENLARGEMENT PLANS 1 SHEET NUMBER: C2.1 • • • m Vim'. NPALIIL BUILDING B2 • ' 7 UNIT TOWN HOME BUILDING TYPEB , :.., BLauK�E'T Im SEGMENT :ww fEl (Try —)- 1 GRADING NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STARES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER /LANDSCAPE ARCHITECT PRIOR TO LOANING AND SODDING ACTIVITIES. 2. UNSUITABLE EXCESS FILL MATERIAL. AS SPECIFIED. SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE CONTRACTOR OFF —SITE. 3. SUITABLE EXCESS FILL MATERIAL SHALL BE STOCKPILED IN A MANNER AND LOCATION AS APPROVED BY THE ENGINEER /LANDSCAPE ARCHITECT. 4. ALL AREAS DISTURBED OUTSIDE THE UNIT OF WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY THE ENGINEER /LANDSCAPE ARCHITECT. 5. PROPOSED SPOT GRADES ARE FLOWLINE FINISHED GRADE ELEVATIONS. B. LONGITUDINAL SLOPES OF WALKS SHALL BE 5R (MAX.) AND IR (MIN.) AND 2R (MAX) CROSS SLOPE EXCEPT AS SHOWN ON THE DRAWINGS. 7. PROPOSED SLOPES SHALL NOT EXCEED 311 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. SLOPES GREATER THAN 211 SHALL REOUIRE SURFACE ROUGHENING BY EITHER .STAIRSTEP' GRADING, GROOVING, FURROWING, DR TRACKING TO AVOID RUNOFF VELOCITY AND RECEIVE EROSION CONTROL BLANKET. SLOPES LESS THAN 3:1 NOT STABIU2EO WITH VEGETATION SHALL HAVE THE SURFACE ROUGH GRADED TO REDUCE RUNOFF VELOCITY UNTIL SOD HAS BECOME STABILE AND MATURE. AT NO TIME THROUGHOUT THE DURATION OF THE CONTRACT, SHALL SLOPES BE A SMOOTH GRADE DR A COMPACTED SURFACE. 241- EROSION CONTROL NOTES: -()- 1. THE CONTRACTOR SHALL PROVIDE SEDIMENTATION AND EROSION CONTROL SYSTEMS AS SHOWN ON THE DRAWINGS IN AODIOON TO OTHER MEASURES THAT MAY BE NECESSARY TO PREVENT SEDIMENTATION ANO EROSION CAUSED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE TO THE CITY ORDINANCE. 2. THE CONTRACTOR 'MLL BE RESPONSIBLE FOR MAINTAINING THE SEDIMENTATION AND EROSION CONTROL SYSTEMS THROUGHOUT THE DURATION OF THE CONTRACT. THIS MAINTENANCE SHALL INCLUDE CLEANING AND /OR REPLACING SYSTEMS THAT HAVE BECOME CLOGGED OR NO LONGER FUNCTIONAL AS DETERMINED BY THE ENGINEER/LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL INSPECT MONTHLY AND AFTER EACH STORM EVENT AND REPAIR AS NECESSARY ALL EROSION CONTROL MEASURES TO INSURE THE INTEGRITY OF THE EROSION CONTROL SYSTEM. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND SATISFACTORY DISPOSAL OF ALL EROSION CONTROL STRUCTURES UPON COMPLETION OF ALL WORK ANO SOIL STABIU2ATION AS DIRECTED BY THE ENGINEER. 5. FURNISH AND INSTALL APPROXIMATELY 30 LF. OF SILT FENCE PERPENDICULAR TO THE OUTLET OF EACH STORM DRAIN PIPE TO CONTROL AND MINIMIZE SILT RUNOFF. LEGEND: 419 42D + 422.0 1' CONTOUR ELEVATION INTERVAL 5' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION SILT FENCE UNITS OF EROSION CONTROL BLANKET STAIRWAY NOTE: ALL STAIRWAYS AT BUILDING STOOPS WILL BE EITHER B' OR 35 IN HEIGHT, DEPENDING ON SURROUNDING GRADES. AODITONAL STEPS MAY BE REQUIRED AT THE CONNECTION TO SIDEWALKS. FINAL STAIRWAY DETERMINATIONS WALL BE OVEN ON CONSTRUCTION PLANS. FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT/ENGINEER PLANNER HARTFORD 720 MAPS w,wm I *My xary Vat BM PWN B» L awl we pmeeB M m x xdr my Md wwmNilp eId Dot I on o duly Camel ImdmM McNel weir IM low et dab M Y'sWi PAM U SmBP Ode_ Ikeee NA 2401 CONSULTANT: OWNER: LEGACY HOLDINGS LL., LLC. 11080815 FMBO RATA ROOmW00 AMINE SOUNI el NWmI EN,1•1 NfS t PH: BOFNN RU (932) BrNm PROJECT: LEGACY TOWNHOMES LEGACY AT WOODS EDGE MINNESOTA LINO LU23 MTNNEOTA ISSUE: 3/10/Di OW SUBMITTAL REV. THIS SHEET ONO REV. THIS SHEET SHEET TITLE: PRELIMINARY GRADING & EROSION CONTROL PLAN SHEET NUMBER: C3.0 t• CON1116.11,005.14.1420 GOUn NE. Da PACHITECMEHMEMS/PLMOWB :POND 4 NWL 890.00 'HWL 992.30 EXISTING WETLAND EXISTING WETLAND -$H- LANDSCAPING NOTES: - , i- 1. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4' LAYER LOAM AND SEED AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. AREAS 'WITHIN STREET RIGHT -OF -WAY SHALL RECEIVE LOAM AND SOD WITHIN 72 HOURS OF FINAL GRADING. SEE SOD INSTALLATION NOTES BELOW. 2. SYMBOL OF TREES AND SHRUBS SHOWN ON THE DRAWINGS ARE REPRESENT FULL MATURITY SIZE OF THE PLANT. COORDINATE LOCATION WITH UNDERGROUND AND OVERHEAD UTILITIES. LIGHTING FIXTURES DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE MELD FINAL LOCATION OF TREES AND SHRUBS FOR RENEW AND APPROVAL BY THE LANDSCAPE ARCHTECT PRIOR TO INSTALLATION. 3. TREES AND SHRUBS SHALL BE BALLED AND BIODEGRADABLE BURLAP. 4. PLANTING BEDS SHALL RECEIVE 4' LAYER OF 1 -1/2' DIAMETER GRAY ANGULAR TRAP STONE ON TOP OF A NON- BIODEGRADABLE FILTER FABRIC AND BORDERED WITH 3/16' THICK STEEL OR ALUMINUM EDGING. 5. RAINGARDEN AND INFILTRATION BASINS SHALL RECEIVE A NATIVE WETLAND SEED MIS AS SPECIFIED. 6. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR RENEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SODDING INSTALLATION: -I:- 1. THE LOAM AND SOIL SHALL BE 4' LATER MINIMUM. LOOSENED. AND FREE OF CLODS, ROCKS, AND DEBRIS 2. AREAS TO RECEIVE SOD SHALL BE FERTUZED WITH 25 POUNDS PER 1000 SOFT. (TODD LB /AC) OF 10 -10-10 FERTIU200 AND WORKED INTO THE TOPSOIL 3. TOPSOIL SHALL BE DAMPENED PRIOR TO LAYING THE SOD. JOINTS IN THE SOD SHALL BE STAGGERED. AND THE EDGES BUTTED TOGETHER TIGHTLY TO AVOID GAPS BETWEEN SOD LENGTHS. 4. SOD INSTALLED O N SLOPES 3:1 OR GREATER OR IN AREAS OF CONCENTRATED FLOWS. SHALL BE STAKED IN PLACE. INSTALL THE SOD WITH THE LENGTH PERPENDICULAR TO THE WATER FLOW FOR SLOPES WITH SHEET FLOW. 5. AFTER INSTALLATION. AREAS SHALL BE TAMPED OR ROLLED TO PROVIDE GOOD CONTACT BETWEEN S00 AND SOIL AFTER ROLLING, THE SOD SHOULD BE WATERED SO THAT THE SOIL IS MOISTENED 4 INCHES BELOW THE SOD. (- SODDING MAINTENANCE: ---CFI- 1. IN THE ABSENCE OF ADEQUATE RAINFALL, WATER DAMNS THE 30 DAY PERIOD FOLLOWING SOD PLACEMENT TO KEEP SOIL MOIST. FOLLOWING THIS INITIAL 3D DAY ESTABUSHMENT PERIOD. WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE. 2. WHERE MOWING IS DESIRED. MAINTAIN GRASS HEIGHT OF 3 INCHES AND SHOULD NOT BE ATTEMPTED UNTIL THE 000 IS FIRMLY ROOTED. USUALLY TWO TO THREE WEEKS AFTER SOD IS LAID. 3. INSPECT AREAS OF CONCENTRATED FLOW ANNUALLY AND FOLLOWING INTENSE STORMS. MAKE NEEDED REPAIR AND REVEGETATE PROMPTLY. :3I-- SEEDING RECOMMENDATIONS: -- } I. INFILTRATION BASIN SOIL MIXTURES SHALL BE 50% SANDY SOIL, 302E TOPSOIL, AND 20% ORGANIC MATERIAL 2. INFILTRATION BASIN SHALL BE A MIX OF WILDFLOWERS, GRASSES, SEDGES, AND BULRUSHES SUCH AS AND NOT LIMITED TO A MIX OF NEW ENGLAND ASTER CANADA TICK TREFOIL BLUE FLAD IRIS. SWEET BLACK EYED SUSAN. CANADA WILD RYE, FOWL MANNA GRASS. FOX SEDGE. MIXES SHALL BE PROVIDED BY PRAIRIE NURSERY; WESTFIELD. WI 53964 (BOO) 476 -9453. 3. STABILIZED SEED MIXTURE SHALL BE MNDOT BOA AND INSTALLED NO LATER THAN JUNE 15TH. IF PLANING OCCURS AFTER AUGUST 15TH. SEED WITH A NURSE CROP OF RYE NO LATER THAN OCTOBER 5TH. IF PLANTING HAS NOT OCCURRED BY OCTOBER 5TH, THEN DORMANT SEED THE SITE NO LATER THAN NOVEMBER 1ST. 4. LOCATION OF RAIN GARDEN BASIN SHALL BE 1G MINIMUM FROM BUILDING FOUNDATIONS. 5. CONTRACTOR SHALL INSPECT BASIN SEEDING WEEKLY AND AFTER EACH STORM EVENT AND REPAIR AS NECESSARY ALL EROSION CONTROL MEASURES AND SEEDING TO INSURE THE INTEGRITY OF THE EROSION CONTROL SYSTEM AND STABILIZATION OF THE BASIN. 6. THE CONSECUTIVE 'YEAR MAINTENANCE RECOMMENDATIONS FOR NATIVE PLANTINGS ARE NOTED IN THE MAINTENANCE AGREEMENT. PREPARE SITE AND SEED BASIN BETWEEN MAY 1 -JULY 1. MOW BASIN SLOPES AT A HEIGHT OF 6' -B' EVERY 30 DAYS AFTER PLANTING UNTIL SEPTEMBER 3D DR PER SUPPUERS RECOMMENDATIONS. FOR CONSECUTIVE YEAR MAINTENANCE RECOMMENDATIONS, SEE MAINTENANCE AGREEMENT. ?g IRRIGATION NOTES: -41- 1. ALL TURF AREAS SHALL BE IRRIGATED. IRRIGATION SYSTEM WILL BE DESIGN- BUILT. -r*- PLANTING SCHEDULE --$H STTY. COMMON NAME BOTANICAL NAME DECIDUOUS TREES SUNBURST HONEY LOCUST GeditsiB TNacanthos Var In.r.1w 'SUncole SUGAR MAPLE Parer sachanrm GREENSPIRE UNOEN - RED OAK T. Tlia aordat0 'Greeneolre' Quercus rubrum ROOT MINUMUM SIZE COMMENTS BBB 2 1/2" CAL STRAIGHT LEADER -FULL FORM B&B 2 14 CAL STRAIGHT LEADER -FULL FORM B&B 2 1/2 CAL STRAIGHT LEADER -FULL FORM 8&B 2 1/2' CAL STRAIGHT LEADER -FULL FORM CONIFERIOUS TREES BLACK HILLS SPRUCE Picea glouca deneato B&B 6' HT. SINI.LE LEADER -DENSE FORM h:l EUROPEAN LARCH Lora dealduo B&B 6' HT. SINGLE LEADER -DENSE FORM - PONDEROSA PINE Plnus ponderosa B&B 6' HT. SINGLE LEADER -DENSE FORM SPRING SNOW CRABAPPLE M01ue 'Sarin Snow' JAPANESE TREE ULAC 51TInaa reticulate, THORNLESS HAWTHORN - PAPER BIRCH DECIDUOUS SHRUBS B&B 1 1/2' CAL SPECIMEN FORM B&B 1 1/2" CAL. SPECIMEN FORM Crata.Rue eve -oalli variety /norm's' B&B 1 1/2' CAL STRAIGHT LEADER -FULL FORM Betula paperifero B&B 1 1/2' CAL STRAIGHT LEADER -FULL FORM COMPACT PJM RHODODENDRON Rhododendron T.J.M. Compact' CONT. 1B' -24' HT. DENSE BRANCH IVORY HALO DOGWOOD Comm alba 'Saaholo' CONT. 1B' -24' HT. DENSE BRANCH UTTLE PRINCESS SPIRAEA Soiroea i000na. 'tittle Princess; CONT. 1B' -24' HT. DENSE BRANCH COMPACT BURNING BUSH EuonIRUR dotus 'Con)oaOtu9 GREEN VELVET BOXWOOD Bums w Green Velvet CONT. 1B" -24' HT. DENSE BRANCH CONT. 15-18' HT. _ DENSE BRANCH - ROYAL BURGUNDY BARBERRY Berbera thlnberoli 'Gentry CultIvar' CONT. 15-15 HT, DENSE BRANCH CONIFERIOUS SHRUBS TECHNY ARBORIVITAE Thuio oceldentalis 'Tecnnv CONT. 6. HT. DENSE BRANCH MUSH° SLOWMOUND Pint. mu CIO 'Slewlneund' CONT. 15-24' HT. DENSE BRANCH - GOLDEN ARBORIVITAE Thu is occidental's cures CONT. 15-15 HT. DENSE BRANCH 0- - DWARF BLUE GLOBE SPRUCE Plcea Duman, 'Globose' CONE 1B' -24" HT. DENSE BRANCH EROSION CONTROL SEED MIX FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT /ENGINEER PLANNER HARTFORD irsiLIMIKLNAL`AMII 7111111IROS AV! 911111 11.001911/21.,1111. 001 ro I 1st* ceRy that 116 Nat ndflen.. sr Mel sot And .menemnmm taai i an and er band Lanan 101MW 001 tM Mn d Ua slots *net PdM J Sea 0ds_ Lune It 24504 CONSULTANT: OWNER: LEGACY HOLDINGS LL.., LLC. 1.100 WELLS MIB IAr 'hales= M.I BLOOMINGTON, IN IORBNI M1: 100393HMN 0 M: 11334101 PROJECT: LEGACY TOW NHOMES• LEGACY AT WOODS EDGE MINNESOTA LINO LAKES MINNESOTA ISSUE: 12/28/06 PREUU. SITE PLAN 3/10/011 CITY 60eMRAL REV. THIS SHEET ONO REV. THIS SHEET SHEET TITLE: PRELIMINARY LANDSCAPE PLAN SHEET NUMBER: C5.0 C. OSONIC."'%G . NMTOIW GIW.NW, DC. MOI1TECIVINGINEERPUVO.6 'B' TAMP THE TRENCH FULL OF SOIL SECURE WITH ROW OF STAPLES. 10' SPACING, 4' DOWN FROM TRENCH _ 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4' OR MORE IN DEPTH 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND 'B'. OVERLAP. END OF TOP STRIP 4' AND STAPLE 'D' EROSION STOP. FOLD OF MARINO BURIED IN SILT TRENCH AND TAMPED. DOUBLEROW OF STAPLES. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL TYPICAL STAPLE #B GAUGE WIRE EROSION CONTROL BLANKET DETAIL NOT TO SCALE NOTE 1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL 1/2 zit' STEEL ROD WITH SLEEVE 2' O.C. 3' WIDE SMOOTH STEEL TROWEL FINISH 1/4' TOOLED RADIUS 1/2' FC(PANSION JOINT CONCRETE WALK AS SPECIFIED RIGID NON- BITUMINOUS JOINT FILLER _ — 2" WEAR COURSE TACK COAT 2' BINDER COURSE 8" CLASS 5 AGGREGATE SUBBASE 71 IZi"TllllI I 'COMPACTED SUBGRPDE BITUMINOUS PAVEMENT DETAIL I I•T WBITUMINOUS EAR COURSE PAV' BITUMINOUS BINDER COURSE iI DENSE GRADED -- I AGGREGATE BASE PROCESSED —7 1 COMPACTED II 'I SUBGRADE il — GAWCUT EXISTING PAVEMENT, APPLY TACK COAT EXISTING PAVEMENT CUSTING 7 BASE IIiIIIIflhInl IhlIp!u PAVEMENT MATCH DETAIL I•ILT T•J CCALE -- —3' WIDE SMOOTH STEEL TROWEL FINISH —1/2' W X 3/4' D TOOLED JOINT mac' I� UGHT BROOM FINISH PERPENDICULAR TRAFFIC WITH _ .. 3" WIDE SMOOTH TROWELLED EDGE EXPANSION JOINT NOTE, CONTROL JOINT 1. CONC. WALK SHALL HAVE 3 STEEL RODS MIN. 2. EXPANSION JOINTS SHALL BE LOCATED 30 FT. MIN. O.C. AND AT THE END OF EACH DAYS POUR. - -- — 1/2' W K 3/4' D TOOLED CONTROL JOINT (MAX. 5' O.C. TIP.) W/ 1/4' RADII. — — UGHT BROOM FINISH PERPENDICULAR TO TRAFFIC WITH 3' WIDE SMOOTH TROWELLED EDGE 5' CONCRETE AS SPECIFIED —W1.6 X W1.6 WIRE MESH AND CHAIRS AS SPECIFIED — B" CUSS 5 AGGREGATE BASE CONCRETE WALK DETAIL NOT T_ SC.-.LE COMPACTED SUBGRADE NOTES: 1. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 2. 1/2' WIDE EXPANSION JOINT AT CURBS. 3. WIRE MESH REQUIRED FOR WALES 6' WIDE OR IN LOCATIONS FOR VEHICULAR TRAFFIC. WOF30G117MOS, MITPCOD 880. WC 8t ARIMITCTMBGBN®IA W*GBW 3' RADIUS CORNERS — 1:3 BATTER SLOPE GUTTER 3/471' — 0.5% SLOPE - CONSTRUCT WITH REVERSE SLOPE GUTTER WHERE THE PAVEMENT SLOPES AWAY FROM CURB CURB AND DETAIL LE FINISHED GRADE II III III W.-`' CLASS V AGGREGATE SUBBASE -SEE BITUMINOUS PAVEMENT DETAIL (6" MIN.) NOTE 1. INSTALL CONSTRUCTION JOINTS AT 1O' -0' O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS GUTTER (B612) 20' —5.5% SLOPE — CONTINUOUS SLOPE CONCRETE CURB AND GUTTER — PAVEMENT MATERIALS SEE DETAIL NOTE 1. INSTALL CONSTRUCTION JOINTS AT 10' -0' O.C. +/- 2. BASE DEPTH DEPENDANT ---7 UPON SOIL CONDOIONS RIBBON CURB AND GUTTER DETAIL �71 ENGINEER GRADE REFLECTIVE SCREENED STEEL PANEL AS SPECIFIED GALVANIZED STEEL FASTENER (GYP OF 2) GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED — ' '— GALVANIZED HARDWARE TO ATTACH TO SLEEVE SHED GRADE — PAVEMENT MATERIALS VARY SEE PLAN SLEEVE TO ACCOMMODATE REPLACEMENT POST — PROCESSED GRAVEL BASE — 12' DIA CONC. FOOTING. SLOPE TOP OF FOOTING TO DRAIN SITE TRAFFIC SIGN (STS) DETAIL lIST TO SC: E — COMPACTED SUBGRADE 4" . —LEVEL LANDING 1.0% 4"4.' q' MAX. CROSS SLOPE FOR DRAINAGE 7.5 = =LOPE' �k 7.5R mo SLOPE 5.00' MIN ACCESSIBLE CURB RAMP DETAIL GI■T TO SCALE FILL W/ CONC & ROUND OFF TOP — REFLECTIVE SHEETING AS SPECIFIED 6' DIA SEW 40 STEEL PIPE PAINTED YELLOW AS SPECIFIED — FINISHED GRADE CONCRETE ENCASEMENT SLOPE TOP 1/2' PER FT. DIA STEEL BOLLARD DETAIL NOT TO SCALE PVC COATED CHAIN UNK RAILNG AT - WALL WHERE APPUCABLE -SEE PLANS -- 8' MINIMUM LOW PERMEABLE SOIL AS SPECIFIED CAP BLOCK WITH 3/4" OVERHANG FROM FACE OF WALL -2 BEADS OF NDATIO E PER MANUFACTURERS RECOMENDATIDNS MODULAR BLOCK RETAINING WALL i UNIT AS SPECIFIED (TAP.) GEOGRID REINFORCEMENT AS SPECIFIED- VERIFY LENGTH WI114 ENGINEER 12' WIDE DRAINAGE LAYER -3/4' DIA STONE -- 95% COMPACTED BACI(FTLL I' ' • SOIL IN 6' UFIS DIA. PERFORATED PIPE WITH ▪ FILTER SOCK (SLOPE TD OUTLET) Ems— MATERIALS VARY SEE PLANS -6" MINIMUM COMPACTED LEVEUNG PAD COMPACTED SUBGRADE RETAINING WALL DETAIL NOT TO 'SCALE NOTES 1. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TO CONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE ASSUMED. NOTIFY MANUFACTURER OF C.M.U. RETAINING WALL 72 HOURS PRIOR TO INSTALLATION. 2. RAUNG IS REQUIRED ON RETAINING WALLS IN LOCATIONS MERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALL ARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO A WALK, PATH. PARKING AREA, OR DRIVE ACCESS ON THE HIGH SIDE -SEE PLANS. 3. RAILING. FABRIC. AND APPURTENANCES SHALL BE BLACK PVC COATED STEEL AS SPECIFIED. 4. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A MANNER TO NOT DISTURB THE WALL GEDGRIO AS RECOMMENDED BY THE WALL MANUFACTURER. COORDINATE INSTALLATION AND SCAEDUUNG OF RAUNG FOOTING WITH WALL MANUFACTURER TO OBSERVE INSTALLATION OF RAILING FOOTINGS, FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT /ENGINEER PLANNER iIARTFORD 3Ci33i17��atyg IMO Re v°°AmNa�mww MC (OM ONO �Nab/ 3y gat 3M pq NiwSaetlm Intl NlaNwm oS lho1l l m 12 by MAMA Icdsp IBMW in Mthe MN of Week OMs Pallid J Saw Liam W. 2004 CONSULTANT: OWNER: LEGACY HOLDINGS LL., LLC. 1300 WELLS FARO hUlA 7900 MUM AVBAB SWAP BIOOMNBICN,IB 8431 M: TP3i183FM. PR 932 02101 PROJECT: LEGACY TOWNHOMES LEGACY AT WOODS EDGE MINNESOTA LOBO 1/JS MINNESOTA ISSUE: 12/23/05 PREM. STE PLAN 3/10/08 CITY SUBMTAL `.. REV. THIS 9'IEET ONO REV. THE; SHEET SHEET TITLE: PRELIMINARY SITE DETAILS SHEET NUMBER: C6.1 PRUNE AS FIELD DIRECTED BY LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE) PLANT TOP OF ROOTBALL 1 -2' ABOVE ABOVE SURROUNDING GRADE - - -- 1 -1/2' TRAP STONE MULCH TO OUTER EDGE OF SAUCER. KEEP MULCH T FROM TRUNK THREE TIMES %BOTH OF ROOTBALL SHRUB PLANTING DETAIL HOT T:, SCALE - THREE TIMES WIDTH OF ROOTBALL EVERGREEN TREE PLANTING EXISTING GRADE -' ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO -ROOT CONTACT -- SLOPE SIDES OF HOLE - BACKRLL AS PER SPECIFICATION '- DO NOT EXCAVATE BELOW ROOTBALL - PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2'%4'X8' WOODEN STAKES. STAINED - BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120' TO ONE ANOTHER WIRE SHALL BE THREADED THROUGH BLACK RUBBER HOSE COLLARS -- TRUNK FLARE JUNCTION: PLANT TREE 1' -2' ABOVE EXISTING GRADE - 1 -1/2' TRAP STONE MULCH TO OUTER EDGE OF SAUCER. KEEP MULCH 2' FROM TRUNK -- EXISTING GRADE - CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL IF NON - BIODEGRADABLE. REMOVE COMPLETELY -- SLOPE SIDES OF HOLE - BACKFILL AS SPECIFIED -- DO NOT EXCAVATE BELOW ROOTBALL DETAIL 11i4 TO SCALE THREE TIMES WIDTH OF ROOTBALL DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE V OOMIGNT 1a.!➢AIMS° QOM NF SING MOIGYTBI9UI MIMP% PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE SX4"XB' WOODEN STAKE, STAINED BROWN WITH TWO STRANDS OF WIRE TYFISTED TOGETHER. STAKES SHALL BE PLACED AT 120' TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH BLACK RUBBER HOSE COLLARS TRUNK FLARE JUNCTION: PLANT TREE 1 " -2' ABOVE EXISTING GRADE 1 -1 2" TRAP STONE MULCH TO OUTER EDGE OF SAUCER. KEEP MULCH 2" FROM TRUNK - EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL IF NON- BIODEGRADABLE REMOVE COMPLETELY - SLOPE SIDES OF HOLE BACKFILL AS SPECIFIED - DO NOT EXCAVATE BELOW ROOTBALL 4' O.C. ,-47(4' TUBULAR STEEL POST PICKETS SPACED 3 5 /B° - 7 3 5/B 0 C. TIP. FINISHED GRADE SLOPE TOP OF FOOTING — TD DRAIN (TIP.) -- TX2' STEEL. POST — GROUTED M PUCE E" CONCRETE POST FOOTING CLASS V AGGREGATE- - SUBBASE —TX2" TUBULAR STEEL POST ' -1° SQUARE TUBULAR STEEL PICKETS I I -3/3' X 2' STEEL RARE _FULL SEAN WEIR ON ' ! I BOTTOM OF RAIL (TIE)- ` I 1/ , — r4.--- ELEVATION ORNAMENTAL FENCE /RAIL DETAIL ACT TO SCALE 12" 112111E1 galii= I MATERIAL VANES -SEE LAYOUT PLAN m F NOTES 1. ALL STEEL FENCE AND APPURTENANCES SHALL BE m I PREMANUFACIURED, PONGER COATED, AND PRIMED AS SPECIFIED. -TXY STEEL POST -1' SQUARE STEEL PICKETS (TYP.) -3/3' X 2' STEEL RAILS (TIP.) FULL SEAM WELD ON BOTTOM OF RAIL TYP. FOR ALL RAIL AND PICKET INTERSECTIONS 1/T DIA% 2 1/2' SALVO DOLT. TACK HELD BOTTOM OF NUT (TIP.) FULL SEAM WELD GN DIM STEEL 1 -AROSE BRACKET 10 STEEL POSOF T (TIP.) -3/r THICK STEEL ANGLE BRACKETS WITH (2) 5 /B' DIA HOLES (TIP.) PICKET FENCE, RAIL POST CONNECTION 2 COLOR OF POWDER COUGHS RNISH SHALL BE DETERMINED BY INE LANDSCAPE ARCHITECT PRIOR TO FABRICATION 3. FULL WELD ALL SEAMS APO GRIND SMOOTH AS SPECIFIED. 4. SHOP DRAWINGS OF FENCE PRO PANEL SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT AND FINAL RENEW BY THE OWNER PRIOR TO FABRICATION. 5. LOCATION OF FENCE/RAIL SNAIL BE 1S' MINIMUM FROM BACK EDGE OF WALL A 4' LAYER OF 1 -1/2' DIAMETER DRAINAGE STONE WITH WEED PREVENTIVE FABRIC SHALL BE INSTALLED BETWEEN ANY RETAINING WALL MO FENCE LIMIT OF STONE SMALL BE 5' MINIMUM FROM EDGE OF FENCE — INSTALL POSTS INTO 1 3/B' DIA CORE HOLE WITH NON - SHRINK GROUT, CROWN FOR DRAINAGE SEAL AS SPECIFIED (TIP.) —5.1-1 X B'W CONCRETE SIDE WALL SPACE POSTS EQUALLY. 4'-0• MAXIMUM 0.0 1 1/2' DIA BRUSHED ALOMINUM POSTS AND RAIL 1/4' SEAM WELD JOINTS. FURNISH AND INSTALL RAIUNG TO MATCH SLOPE OF STAIR. COORDINATE FINAL FINISH COLOR WITH LANDSCAPE ARCHITECT PRIOR TO FABRICATION. FINISHED GRADE III = 111-_ 11111 -III -III LTII( �. RAILING AND 1 WALL DETAIL -I -I 1i' SECTION A -A' - 18' I_/ 3K' S.C. (TYP.) -1' CHAMFER ON (4) FOUR SIDES OF CURB WALL -.4'4 REBAR SPACED 12' 0.C. 3' CLEARANCE -#4 REBAR SPACED 1/2' WIDE EXPANSION JOINT. WITH SEALANT. 2'L X 3/8' DIA STEEL DOWEL WITH SLEEVE ■ MATERIALS VARY —. ,I SEE PLANS '•L 1' -0' FINISHEDI *.GRADE 8" CLASS V AGGREGATE SUBBASE 11.. Ii -Tip `�s =III - Iii- 7 - -11 =T FINISHED GRADE SDE WALL SEE ABOVE DETAIL / 1/2" DIA RADIUS ON NOSE (TYP.) BROOM FINISH TREADS PERPENDICULAR TO TRAFFIC Iy3 REBAR AT NOSE OF TREAD (TYP.) --(-- 1" BATTER TYP. !WITH SEALANT. 2'L J/ 2'LON 3/8' 5 /D� '' / DIA STEEL DOWEL WITH SLEEVE MATERIALS VARY SEE PLANS FINISHED GRADE 7-1 _ . III - -1Ti -1111 =111 II #4 REBAR SPACED 12' O.C. 3' CLEARANCE #4 RERAN (1) PER NOSE OF TREAD COMPACT SUBGRAOE -1' CHAMFER (4) FOUR EDGES OF CURB WALL B'H X B'W CONCRETE WALL HANDRAIL CENTERED WITHIN WALL (1) ONE PER SIDE OF STAIR SEE ABOVE DETAIL STAIR RISER (TYP.) PLAN CONCRETE STAIR WITH CURB WALL DETAIL / T. SCALE FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT /ENGINEER PLANNER HARTFORD M W 4uos mN■HA I It,Ml =NW Ira MA s aOSR P Pm PPM. m▪ aumnkM n ad Rd Ion a ANy Carl Imp. Meisel PAN 1M low U UP Nob S Se m& B4 NM& ISom I W.24804 CONSULTANT: OWNER: LEGACY HOLDINGS LL,, LLC, 1300 WBLU DAGORAZA 11 10AI05AY&50 ISUIH 3UK7nwGTOK 55431 rag Fx: RalpwRm PROJECT: LEGACY TOWNHOMES! LEGACY AT WOODS EDGE MINNESOTA LINO LAKES MRI? OTA ISSUE: 12/13/05 PRELIM. SITE PLAN 3/10/03 CITY SUBMITTAL REV. THIS SHEET NO REV. THIS SHEET SHEET TITLE: PRELIMINARY SITE DETAILS SHEET NUMBER: C6.2 LIEU-01211W 310 toll E • L •TOR1- 51.1IELD' SEAL OR EQUAL A 1/2" MORTAR ON OUTSIDE BETWEEN RINGS. CASTING & MANHOLE FINISH SMOOTH ON INSIDE. NO MORTAR ON INSIDE RINGS (1.0' MAX. OF RINGS & MORTAR). CEMENT MORTAR SECTION A -A 4B' I 6' PRECAST "I BASE SLAB ELEVATION A UNEDWE OR BUM SEAL SHALL BE IME0 10 SEAL 11E TOP LAMS TO IRE EASSTNV MO 1NE BOTTOM RIO TO THE DONE CR T01. STAB. NO W000 SMALL BE 119® FOR ADILL511NO CASNP, CEMBR MORTAR ONLY. AMMO RINDS MAY BE CONCRETE OR PUSfIC CAS1 NON MANHOLE FROM @ COVER AS PER SPEC01CAIIXli MANHOLE STEPS SIO4L SE CIS( IOW, ALL.. DR STEEL 90040 CEO PLASTIC PER OM 0478 LOCATION SHALL BE AS NOTED IN WE SPECIFICATIONS. PRECAST PENROR00 COMMIE MANHOLE SECTORS @ SASE SLAB PER 49TH CAM. FURN61I PRECAST MANHOLE SECTORS WITH 0 -0N0 CASKETS @ LLERCMT EXCEPT AS 00ERW9E SPECIFIED. A 12. OR 18. 2AR22. SECTION SMALL BE INSTALLED 49OER TIE CCNE WHENEVER POWELi FILL OPEMNO BETWEEN PIPE @ MH WA L 143 CEMENT MDR. MIX SURFACE SOUL. SE FINN. 9/00151. STORM SEWER MANHOLE, TYPE 407 (PIPES 27" OR LESS) PROPOSED DR EXMTNC ROADWAY B STEEL PAINTED BLUE BOX 0' 7-r MW LONG AT FULL COVER AS SPECFED SIZE, LENGTH, AND TYPE OF MATERIAL FOR 5ERVME UNE AS SPECIFIED r TM. WITH CRIMPED END IORROMAL LOOP GDRPOP411DN STOP WATER SERVICE DETAIL P. rtt :xW G.moor F9mr 9m m 70i STS A-A at. PM2. arena or awa W 3D•. w IS. QT. ton. . m 2 opt . mm nernimcmoisaum ores of Ms Rm.. atby on. MWl apron 3 ®MmWwm 'C *5424 002* WMI0 DI apron _SUPPORT CURB BOX WITH CONIC BLOCK TABLE C- C4J.AIITIES TABLE OF r11111Ei ROMP AT RpM CAMEO or BOYS OF EWMMENT SPAN WONT CLASS 1 ayC CUM m .3Cre CLASS N 4yp.t2• On LI .) L 191) 12• 02.01 ( O R i . T e . s Me10 OmarMr CU W r 0. IP. )(Co. 88940 Ma Mr W.)(C. 21• DeDN lY Ir 0s4p IvnmerjI 12 TS 10 24 20 b 42 a O 8 8 108 14 11 i o ZO 29 . 2.2 59 Sa 13 92 ie1i i IA 9 i0 L1 22 331 T A0 s AI S9 8.3 53 27 108 lu v4 21 u 3D 4.2 4.2 S 9 e 4S SB 7B 84 11.0 1.5 14 . 217i. (1.48 OS 29 3A 2 SS S 0.3 I 1JL TABLE OF r11111Ei ROMP AT RpM CAMEO or BOYS OF EWMMENT SPAN WONT OD Map Pm. FIN''.' m maohWD mat waeara..e ma RIPRAP AT RCP OUTLETS 1NFI- SHIELD" � SEAL OR EQUAL 1/2' MORTAR -r ON OUTSIDE, BETWEEN RINGS, CAS1150 & AND MANHOLE. FINISH SMOOTH ON THE INSIDE. 1,10 MORTAR ON INSIDE. MANHOLE SLEEVE SEE DETAIL IL 27' RINGS (1' MAX OF RINGS & MORTAR). SECTION A -A S `f 2 PLAN I 10 IN. STAINLESS STEEL STRAP S FLEXIBLE SLEEVE MANHOLE SLEEVE A UREBMNE OR BUM SEAL SHALL BE USED 10 SEAL THE TOP ROC TO THE GAS. AND THE 91371CM RPM TO THE GORE 00 TOP 9A8. NO MOOD SHALL BE USED FOR MIMING CASTOR CEMENT MORTAR ONLY. ADJUSTNC WINS ANY BE CONCRETE OR PLASTIC. CAST EON MMICE FRAME It COYER AS PER SPECIFICAONL MANHOLE STEPS WALL BE DIET IRON. ALIAANM OR STEEL RONFORCW PLA9mm, PER AVM C475. STEP LOCATION SHALL BE AS NOTED IN THE SPECPOATONS. P2200T 901400 ICED CCIOREIE WMMLE SECO0NS PER 05114 C478. FURNBHED O -RING 44(5005 AND 4491MWf OREPT AS OTHERWISE SPECIFIES A 1ST 05 5• BARREL SECTION SMALL BE !STALLED UNDER THE CO. 5/HOMIER POSSIBLE PIPE CONNECTORS TO 020140.E SEWN. BE MME WATER TOH1 BY CAST INPLACE RUBBER BOOT MD COMBAT MORTAR. INSIDE SURFACE SHALL BE FINISl1ED SMOOTH. SANITARY SEWER MANHOLE, TYPE 301 (PIPES 27" OR LESS) 2' X 2" HARDWOOD MARKER W/SPIKE E -s METAL FENCE POST MARKER PANTED GREEN SERVICE SLOPE 1X MM. WE ,7= II =I�YrI�II�y GRANULAR (BEDDING MATERIAL (COMPACTED) WITHOUT RISER NOTE SERVICE PIPE TO BE PVC. SCH. 40 (ASTM D- 2136S). SOLVENT WELD ALL JOINTS. DEPTHS GREATER THAN 14' WHERE RISER APPROVED BY ENGINEER. SERVICE WYE - I.9L 2BI' 0I 2' x 2' HARDWOOD MARKER W /SPIKE AIRTIGHT PLUG OR CAP B' METAL FENCE POST MARKER PANTED GREEN 3' SLOPE 1R MIN 7] h� 45• WITH RISER i IL 1 ARTCHT PWG OR GAP 45' BEND GRANULAR BEDDING MATERIAL (COMPACTED) SERVICE WYE TO BE EMBEDDED IN CONCRETE NOTE SERVICE PIPE TO BE PVC, SCH. 40 (ATM D- 2865). SOLVENT WELD ALL JOINTS. SANITARY SEWER SERVICE GEOTEXIILE WITH NET BACKING -� 5' METAL OR 2'X2'1/000 FENCE POST II BACKFILL I t I dl i II II GEOTEXTIIE TO OVERLAP THROUGH TRENCH. NOTE : -SILT FENCE SHALL CONFORM TO MNDOT 3006, TYPE B. - FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE 00- NOTE COO-BLUE BOLTS OR EQUAL REQUIRED ON ALL WATERMAN FITTINGS. Pp= "_ ELEVATION PLAN SECTION UNDISTURBED SOIL 501 -6' DUCTILE IRON PIPE BLOCKING UNDISTURBED SOIL ELF 6' DUCTILE IRON PIPE BLOCKING DUCTILE IRON PIPE REACTION BACKING (FOR BENDS) A URETHANE OR BUM SEAL SHALL BE USED TO SEAL TIC TOP 1182 TO TFE 0451100 AND TIE 957TOM RIND TO WE CONE OR TOP SLAB. 'NTT- SHIELD' SEAL OR EQUAL RINGS (1.0' MAX. OF RINGS & MORTAR). MJOIP, CL 50 PIPE AND FITTINGS TO BE USED FOR DROP SECTION. DROP SECTION PIPE SIZE TO BE EQUIVALENT TO INLET PIPE SIZE. END OF DP PIPE TO BEAR ON UNDISTURBED SOIL 18' MIN. DIP 100 CONSTRUCTION JOINT IF NECESSARY. OUTSIDE DROP TO BE SECURED TO MANHOLE WITH 3' X 14 GA. GALV. STRAPS ANCHORED WITH 4-KWIK BOLTS O 5' O.C. SLOPE INVERT AS SHOWN 49 117 SANITARY SEWER OUTSIDE DROP V20 SO (O" _.O QV 6'IAIN 1' - 2' WASHED ROCK ROCK CONSTRUCTION ENTRANCE PLAN II � IE L UNDISTURBED I 6LF -6" DUCTILE IRON PIPE BLOCKING BIIIIF�I�III�IIWIIESIk �I I PLAN I_ I I SECTION II 6LF -6' DUCTILE IRON PIPE BLOCKING NOTE CO2 -BLUE BOLTS DR EQUAL REQUIRED ON ALL WATERMAIN FITTINGS. DUCTILE IRON PIPE REACTION BACKING (FOR TEES AND CROSSES) ATERMAN HYDRANT GATE VALVE at BOX ACK OF CURB VARIES CURB NOTE: COR -BLUE BOLTS OR EQUAL REQUIRED ON ALL WATERM2N FITTINGS. 3/4' GALVANIZED STEEL TIE ROOS OR 'MEGA LUG' THRUST RETAINER GLANDS (OR EOUNALANT) AT JOINTS SEE STD. DWG. 203 TYPICAL HYDRANT LAYOUT (VALVE IN BOULEVARD) 24 PROP UNE WELD CONDUCTIVITY STUD 2' BELOW FLANGE (FOR URP000)RON COVER AS SPECIFIED 6"X8'%16' CONCRETE BLOCK NOTE: COW -BWE BOLTS OR EQUAL REQUIRED ON ALL WATERMAIN FITTINGS, WATERMAIN SIZE VARIES CURB COVER AS SPECIFIED 6'XB'X16' CONC. BLOCK GEOTEATLE FABRIC MNDOT 3733 TYPE 3 CONCRETE BLOCK REACTION BACKING 1 1/2' WASHED ROCK AU. AROUND MIN. 1/3 C.Y. (MIN. MPERVIOUS IN SOILS.) GATE VALVE BOX GATE VALVE 1 1/2' WASHED ROCK ALL AROUND. MIN.1 /3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) TIE RODS OR MEGA LUG RETAINER GLANDS (OR EQUAL) MNDOT 3733 TYPE 3 GEOTEXOLE FABRIC MIN. 1 LAYER ATTACH TO TOP SECTION OF VALVE BOX MAr1 2006 GATE VALVE INSTALLATION TMT FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT /ENGINEER PLANNER HARTFORD AM amrm$203•mOR, Mk Int 00111.11.1.11M re Masw I lash RIBF that tl4 .011a. or 101 w pelt. h m Imdm my OM NPN4e. aid 4B l an OM/ Ummi Pre 4 EM. ui 14 Ion M M*RAM M Mum.. M. IL Art. / CONSULTANT: OWNER: LEGACY HOLDINGS LL., LLC. IMO.. MOO RAO 9DMNOTON MI 22 FNI IBSETBIBM00 9: WMN01 PROJECT: LEGACY I TOWNHOMES LEGACY AT WOODS EDGE MINNESOTA LINO WG3 MINNEOTA ISSUE: 12/25 /2.s PREU4. SITE PLAN 3/10105 CITY SUBNITAL REV. THIS SHEET NO REV. THIS SHEET SHEET TITLE: PRELIMINARY SITE DETAILS 4 SHEET NUMBER: C0PE190IDOE IMORI00 GROUP WE DIG. AR01ITECTOOMMEOPIAMB8 C6.3 I, ew•aM•q� 0g10 I91W911M x. Tx rN)(IU AM Ya.)gca. ay9•,0rr :. m94y Ta.1( 101.9 1 118.1 284 ON1M 18 S5 Z B.3 10.0 120 5eev R. OK) L (2.)(a OTM ID W9%R Spy FPMr Ya.)I(u. r1)(CU 22 20 10 12 16 i 20 u 1 3D SS DA 73 25 3 1449 53 211 a.9 ea tm a a@ 411 02 I S OD Map Pm. FIN''.' m maohWD mat waeara..e ma RIPRAP AT RCP OUTLETS 1NFI- SHIELD" � SEAL OR EQUAL 1/2' MORTAR -r ON OUTSIDE, BETWEEN RINGS, CAS1150 & AND MANHOLE. FINISH SMOOTH ON THE INSIDE. 1,10 MORTAR ON INSIDE. MANHOLE SLEEVE SEE DETAIL IL 27' RINGS (1' MAX OF RINGS & MORTAR). SECTION A -A S `f 2 PLAN I 10 IN. STAINLESS STEEL STRAP S FLEXIBLE SLEEVE MANHOLE SLEEVE A UREBMNE OR BUM SEAL SHALL BE USED 10 SEAL THE TOP ROC TO THE GAS. AND THE 91371CM RPM TO THE GORE 00 TOP 9A8. NO MOOD SHALL BE USED FOR MIMING CASTOR CEMENT MORTAR ONLY. ADJUSTNC WINS ANY BE CONCRETE OR PLASTIC. CAST EON MMICE FRAME It COYER AS PER SPECIFICAONL MANHOLE STEPS WALL BE DIET IRON. ALIAANM OR STEEL RONFORCW PLA9mm, PER AVM C475. STEP LOCATION SHALL BE AS NOTED IN THE SPECPOATONS. P2200T 901400 ICED CCIOREIE WMMLE SECO0NS PER 05114 C478. FURNBHED O -RING 44(5005 AND 4491MWf OREPT AS OTHERWISE SPECIFIES A 1ST 05 5• BARREL SECTION SMALL BE !STALLED UNDER THE CO. 5/HOMIER POSSIBLE PIPE CONNECTORS TO 020140.E SEWN. BE MME WATER TOH1 BY CAST INPLACE RUBBER BOOT MD COMBAT MORTAR. INSIDE SURFACE SHALL BE FINISl1ED SMOOTH. SANITARY SEWER MANHOLE, TYPE 301 (PIPES 27" OR LESS) 2' X 2" HARDWOOD MARKER W/SPIKE E -s METAL FENCE POST MARKER PANTED GREEN SERVICE SLOPE 1X MM. WE ,7= II =I�YrI�II�y GRANULAR (BEDDING MATERIAL (COMPACTED) WITHOUT RISER NOTE SERVICE PIPE TO BE PVC. SCH. 40 (ASTM D- 2136S). SOLVENT WELD ALL JOINTS. DEPTHS GREATER THAN 14' WHERE RISER APPROVED BY ENGINEER. SERVICE WYE - I.9L 2BI' 0I 2' x 2' HARDWOOD MARKER W /SPIKE AIRTIGHT PLUG OR CAP B' METAL FENCE POST MARKER PANTED GREEN 3' SLOPE 1R MIN 7] h� 45• WITH RISER i IL 1 ARTCHT PWG OR GAP 45' BEND GRANULAR BEDDING MATERIAL (COMPACTED) SERVICE WYE TO BE EMBEDDED IN CONCRETE NOTE SERVICE PIPE TO BE PVC, SCH. 40 (ATM D- 2865). SOLVENT WELD ALL JOINTS. SANITARY SEWER SERVICE GEOTEXIILE WITH NET BACKING -� 5' METAL OR 2'X2'1/000 FENCE POST II BACKFILL I t I dl i II II GEOTEXTIIE TO OVERLAP THROUGH TRENCH. NOTE : -SILT FENCE SHALL CONFORM TO MNDOT 3006, TYPE B. - FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE 00- NOTE COO-BLUE BOLTS OR EQUAL REQUIRED ON ALL WATERMAN FITTINGS. Pp= "_ ELEVATION PLAN SECTION UNDISTURBED SOIL 501 -6' DUCTILE IRON PIPE BLOCKING UNDISTURBED SOIL ELF 6' DUCTILE IRON PIPE BLOCKING DUCTILE IRON PIPE REACTION BACKING (FOR BENDS) A URETHANE OR BUM SEAL SHALL BE USED TO SEAL TIC TOP 1182 TO TFE 0451100 AND TIE 957TOM RIND TO WE CONE OR TOP SLAB. 'NTT- SHIELD' SEAL OR EQUAL RINGS (1.0' MAX. OF RINGS & MORTAR). MJOIP, CL 50 PIPE AND FITTINGS TO BE USED FOR DROP SECTION. DROP SECTION PIPE SIZE TO BE EQUIVALENT TO INLET PIPE SIZE. END OF DP PIPE TO BEAR ON UNDISTURBED SOIL 18' MIN. DIP 100 CONSTRUCTION JOINT IF NECESSARY. OUTSIDE DROP TO BE SECURED TO MANHOLE WITH 3' X 14 GA. GALV. STRAPS ANCHORED WITH 4-KWIK BOLTS O 5' O.C. SLOPE INVERT AS SHOWN 49 117 SANITARY SEWER OUTSIDE DROP V20 SO (O" _.O QV 6'IAIN 1' - 2' WASHED ROCK ROCK CONSTRUCTION ENTRANCE PLAN II � IE L UNDISTURBED I 6LF -6" DUCTILE IRON PIPE BLOCKING BIIIIF�I�III�IIWIIESIk �I I PLAN I_ I I SECTION II 6LF -6' DUCTILE IRON PIPE BLOCKING NOTE CO2 -BLUE BOLTS DR EQUAL REQUIRED ON ALL WATERMAIN FITTINGS. DUCTILE IRON PIPE REACTION BACKING (FOR TEES AND CROSSES) ATERMAN HYDRANT GATE VALVE at BOX ACK OF CURB VARIES CURB NOTE: COR -BLUE BOLTS OR EQUAL REQUIRED ON ALL WATERM2N FITTINGS. 3/4' GALVANIZED STEEL TIE ROOS OR 'MEGA LUG' THRUST RETAINER GLANDS (OR EOUNALANT) AT JOINTS SEE STD. DWG. 203 TYPICAL HYDRANT LAYOUT (VALVE IN BOULEVARD) 24 PROP UNE WELD CONDUCTIVITY STUD 2' BELOW FLANGE (FOR URP000)RON COVER AS SPECIFIED 6"X8'%16' CONCRETE BLOCK NOTE: COW -BWE BOLTS OR EQUAL REQUIRED ON ALL WATERMAIN FITTINGS, WATERMAIN SIZE VARIES CURB COVER AS SPECIFIED 6'XB'X16' CONC. BLOCK GEOTEATLE FABRIC MNDOT 3733 TYPE 3 CONCRETE BLOCK REACTION BACKING 1 1/2' WASHED ROCK AU. AROUND MIN. 1/3 C.Y. (MIN. MPERVIOUS IN SOILS.) GATE VALVE BOX GATE VALVE 1 1/2' WASHED ROCK ALL AROUND. MIN.1 /3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) TIE RODS OR MEGA LUG RETAINER GLANDS (OR EQUAL) MNDOT 3733 TYPE 3 GEOTEXOLE FABRIC MIN. 1 LAYER ATTACH TO TOP SECTION OF VALVE BOX MAr1 2006 GATE VALVE INSTALLATION TMT FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT /ENGINEER PLANNER HARTFORD AM amrm$203•mOR, Mk Int 00111.11.1.11M re Masw I lash RIBF that tl4 .011a. or 101 w pelt. h m Imdm my OM NPN4e. aid 4B l an OM/ Ummi Pre 4 EM. ui 14 Ion M M*RAM M Mum.. M. IL Art. / CONSULTANT: OWNER: LEGACY HOLDINGS LL., LLC. IMO.. MOO RAO 9DMNOTON MI 22 FNI IBSETBIBM00 9: WMN01 PROJECT: LEGACY I TOWNHOMES LEGACY AT WOODS EDGE MINNESOTA LINO WG3 MINNEOTA ISSUE: 12/25 /2.s PREU4. SITE PLAN 3/10105 CITY SUBNITAL REV. THIS SHEET NO REV. THIS SHEET SHEET TITLE: PRELIMINARY SITE DETAILS 4 SHEET NUMBER: C0PE190IDOE IMORI00 GROUP WE DIG. AR01ITECTOOMMEOPIAMB8 C6.3 I,