Loading...
HomeMy WebLinkAboutAttachments FOCUSENGINEERING, inc. MEMORANDUM Cara Geheren, P.E. 651.300.4261 Jack Griffin, P.E. 651.300.4264 Ryan Stempski, P.E. 651.300.4267 Date: August 5, 2016 Chad Isakson,P.E. 651.300.4283 To: Ben Gonzola, Planning Consultant Re: The Royal Golf Club at Lake Elmo Stephen Wensman, Planning Director Concept Plan Review From: Jack Griffin, P.E., City Engineer An engineering review has been completed for The Royal Golf Club at Lake Elmo (Tartan Park) Concept Plan. The submittal consisted of the following documentation prepared by Carlson McCain. • Preliminary Civil Site Plans, including residential development sketch plan and sketch grading plans, dated July 15, 2016. • Project Narrative dated July 15, 2016. • ALTA Survey dated January 13, 2016. We have the following review comments: All public improvements constructed to support the development must be designed and constructed in accordance with the City Engineering Design Standards Manual available on the City website. TRANSPORTATION IMPROVEMENTS • The Plat must dedicate right-of-way to the City of Lake Elmo along the entire length of 20th Street N. (40 feet R/W) and Manning Trail N. (50 feet R/W) to provide a minimum R/W from the existing roadway centerline. The concept plan shows R/W dedication, however the actual right-of-way width cannot be verified based on the plan scale provided. • The Plat must dedicate sufficient right-of-way along CSAH 17 (Lake Elmo Avenue), CSAH 10 (loth Street North), and CSAH 15 (Manning Avenue) as required by Washington County. The concept plan shows this dedication, however the actual right-of-way widths must be reviewed and approved by the County. • Access Management.Access to the development is proposed in four locations accessing Lake Elmo Avenue, 20th Street North (MSA collector street), and Manning Trail North. Additional development access points are strongly recommended (see the Secondary Access and Street Interconnections bullet under RESIDENTIAL STREETS). Prior to the City receiving and accepting a preliminary plat proposal it is recommended that all development access points be reviewed and approved by the City and Washington County to verify acceptable access management spacing and adequate sight triangles for each entrance. • The proposed access locations and considerations for the development are as follows: ➢ 1) Street E access to Lake Elmo Avenue (CSAH 17). Location to be approved by Washington County. ➢ 2) Street A access to 20th Street North (MSA collector roadway). Access is 550 feet east of Lake Elmo Avenue vs. the required spacing of 660 feet. Proposed access location aligns with the existing intersection for 20th Street Court N. PAGE 1 of 4 ➢ 3) Street B access to 20th Street North (MSA collector roadway). Proposed access is located 350 feet offset from the existing intersection of Legion Avenue. Consideration should be given to relocating this access to align with the intersection of Legion Avenue or increase the offset to 660 feet. ➢ 4)Street J access to Manning Trail North.Access is 550 feet south of 2011h Street N. Location needs to be reviewed in the field to verify access as an acceptable location. • The applicant will be responsible to construct all intersection and turn lane improvements along CSAH 17 as required by Washington County.These improvements must be completed at the developer's cost. • The applicant will be responsible to construct right and left turn lane improvements along 20th Street N. (both access locations) and long Manning Trail as required by the City. These improvements must be completed at the developer's cost. • Pedestrian facilities: The City should review potential bituminous trail requirements to be incorporated along CSAH 17, 20th Street N. and/or Manning Trail N.to improve pedestrian safety and work toward future trail connectivity. RESIDENTIAL STREETS • The national Complete Streets Coalition states that well-designed, connected Street Networks are the backbone upon which communities are built. Good street network designs reduce land consumption, provide greater accessibility through more direct routes, and increase overall network efficiency and reliability through added redundancy. They also affect several factors that relate to building more sustainable communities such as travel patterns, road safety, and public health. Generally speaking, more compact and connected street networks tend to have significantly higher levels of people walking and biking and fewer vehicle miles traveled as compared to sparser, tree-like designs. Connected streets can reduce traffic congestion by dispersing traffic and offering travel options. Grid networks create a safer road system. • Secondary Access and Street Interconnections: It is strongly recommended that additional access points and interconnections be thoroughly pursued to enhance the street network safety and accessibility. The proposed concept plan shows three separate neighborhoods all requiring direct access to a collector or County roadway without interconnection or secondary roadway connection.Area 1 proposes 170 lots with a single point of access to CSAH 17 (Lake Elmo Avenue). The 170 lots are placed along a dead end cul-de- sac over 4,500 feet long. The city standard cul-de-sac length is 600 feet while many communities have a maximum length of 1,000 feet. Area 2 proposes 57 lots with two points of access to 20th Street N. Area 3 proposes 76 lots with a single point of access to Manning Trail placed along a dead end cul-de-sac over 2,300 feet long. ➢ An interconnection between Street A and Street E is extremely important to provide a secondary access for Area 1 to 20th Street N., and to provide a secondary access roadway connection for Area 2 to CSAH 17. A box culvert or bridge structure should be investigated. ➢ The south end of Street E should be connected to 10th Street N.to eliminate a proposed cul-de-sac over 7.5 times the maximum allowed length. Staff recognizes that this connection may be difficult to make but all efforts should be pursued. If a connection cannot be physically made, any and all other emergency access options or future connection opportunities must be addressed (i.e. a trail connection to 10th Street to be used for emergency and future roadway construction purposes, right-of-way dedication to the edge of the plat for a future roadway connection, loop the south end of Street E to connect to Street H, etc). ➢ Street J should be align to connect to both 20th Street N.and Manning Trail to provide access to two separate collector roadways. If this is found to be unfeasible then two connections to Manning Trail should be made to eliminate the long dead end cul-de-sac. • Private owned HOA streets have been proposed in areas of this development including Streets D, F, I and K. Privately owned HOA streets should not be allowed. Typically private streets are proposed for the purpose of decreasing street and boulevard design standards including setbacks for the structures.The City design standards have been established as "minimums" for the purpose of serving as public access, drainage, sanitary sewer, and municipal water service. The boulevard corridor also provides a dedicated location for small utilities such as gas, electric, cable, telephone and fiber optics. Reducing the R/W width PAGE 2 of 4 and structure setbacks greatly increases the public cost for maintaining underground utilities by constricting work zone areas when the infrastructure requires maintenance and/or replacement. Private streets should be considered only with public infrastructure is not installed below the private streets. • All streets must be shown as public streets when submitting for preliminary plat. All public streets must be designed to meet the City's Engineering Design Standards including R/W width (60-feet), street width (28- feet) and cul-de-sac radii. • Surmountable concrete curb and gutter shall be installed in single family residential areas with future driveways and B618 curb installed along entrance roadways and roadway stretches with no lots. • Street intersections must approximate 90 degrees and maintain 50 feet of tangent with maximum slopes of 2.5%. Residential maximum longitudinal grade is 8%with no sidewalks, 6%where there are sidewalks. • Parkway or divided roadways must be a minimum of 18 feet wide from back or curb to back of curb. The development street plan indicates landscaped medians at two of the development entrance points. • Six(6)foot sidewalks must be provided along all residential streets and as may be required for connectivity. • Ten (10)foot utility easements are required on either side of all right-of-ways. MUNICIPAL WATER SUPPLY • The application and sketch plans do not address water supply. However, it is staff's understanding that it is intended for the development to be served by municipal water. • Tartan Park, the proposed development area, is excluded from the 2030 Comprehensive Water System Plan, being identified as an area to not be served by municipal water. However, municipal water infrastructure exists immediately adjacent to Tartan Park (16-inch trunk watermain line has been constructed along Lake Elmo Avenue). • If municipal water is extended to serve this development, a water service capacity and hydraulic study should be completed to verify system capacity, operating pressures and watermain pipe sizing and looping requirements. For example, it may be necessary to move up the construction timeframe for the new water tower to be located in the city's lower pressure zone. Also, given the varied topography of the site it may be necessary to identify acceptable water pressure operating conditions based on the varied elevations to establish areas that will require pressure regulating valves for individual homes. • The applicant would be responsible to extend municipal water into the development at its cost and would be required to construct a looped watermain network based on the results of the water service hydraulic study. MUNICIPAL SANITARY SEWER • The applicant is responsible to provide wastewater infrastructure to support the proposed development. All sewer infrastructure must be provided at the developer's cost. • The application and sketch plans do not address sanitary sewer service. However, it is staff's understanding that it is intended for the development to be served by municipal sewer. • The proposed development is located outside of the City designated Municipal Urban Service Area (MUSA) for sanitary sewer service. In order to extend municipal sewer to serve this development, a Comprehensive Plan amendment is required to alter the sewer service boundaries for the City. • Sewer service could be provided by constructing a lift station at the south end of Tartan Park with a forcemain constructed along 101h Street N. to connect to the existing 16-inch forcemain along Lake Elmo Avenue. The sewer system should be designed so that the 101h Street lift station can be eliminated in the future when gravity sanitary sewer is extended to serve Cimarron and Oakland Junior High School. • Interior to the development multiple lift stations may be required due to the varied topography of the property. The sewer system must be designed City standards and must minimize lift stations and future ongoing operational costs. PAGE 3 of 4 STORMWATER MANAGEMENT, DRAINAGE AND GRADING • The site plan is subject to a storm water management plan meeting State, VBWD and City rules and regulations. • Storm water and storm sewer facilities proposed as part of the site plan to meet State and VBWD permitting requirements must be constructed in accordance with the City Engineering Design Standards Manual available on the City website.The plans shown do not meet many of these requirements. ➢ All storm water facilities, including infiltration basins, wetlands and wetland buffers, must be placed in Outlots deeded to the City for maintenance purposes.The Stormwater Facility Outlots must fully incorporate the 100-year HWL, 10 foot maintenance bench and all maintenance access roads. It appears that some of the proposed ponding facilities are located outside of the development limits. ➢ All storm water bonds must have both a 10:1 aquatic bench and a 10:1 maintenance bench. ➢ Designated maintenance access roads, 20 feet in width, must be provided for all storm water facilities with slope no greater than 10%. ➢ The maximum curb run prior to a catch basin is 350 feet. ➢ All storm sewer pipe easements must be a minimum 30-feet in width.Additional width may be required to adjust for greater pipe depths. ➢ The storm sewer system shall be designed to maintain the City standard minimum pipe cover of 3 feet. ➢ Drain tile is required as part of the City standard street section at all localized low points in the street. Drain tile considerations may impact the storm sewer design and depth requirements at low points. • The general drainage system should mimic the natural topography of the site in order to ensure a drainage system that provides positive storm water drainage across the development. • Overland emergency overflows or outlets will be required as part of the site plan. • Storm water pond facilities should be combined together to the greatest extent possible to ensure adequate hydrology for efficient facility treatment operations. • The ultimate discharge rate and location will be an important consideration to avoid negative impacts to downstream properties. The storm water management plan will need to address changes to the downstream drainage system to the extent alterations are proposed.To the extent adjacent properties are impacted, written permission from those properties must be submitted as part of the development applications. • The grading plan indicates significant use of retaining walls. Retaining walls should be placed within private lots or Outlots to be owned and maintained by the HOA. Retaining walls should be placed on City R/W or Outlots dedicated to the City. Retaining walls should also not be placed within lot drainage and utility easements. ADDITIONAL CONSIDERATIONS • A detailed phasing plan should be provided with the preliminary plat application that clearly indicates the phasing of the construction for each public infrastructure component and addresses both construction access to the site and public access for new residents.Temporary cul-de-sacs should be part of the phasing plans and are be required for any street with a platted lot with driveway access. PAGE 4 of 4 P w W Aa� o 2 tH T N MAP SCALE 1" = 1000' 49 OOOm 500 0 1000 2000 81 N FEET DOW S LA'ItiE METE Z® I •' i LEGION AVE N \ ? 20 H S N' 21ST N PANEL 0355E St7 FIRM y •1 Z o FLOOD INSURANCE RATE MAP W �o a IM WASHINGTON COUNTY, MINNESOTA F ; o ZONE A �' �'r' �, 2 w o AND INCORPORATED AREAS •+ZON A •� ���_ �, ,� a PANEL 355 OF 456 1� ty (SEE MAP INDEX FOR FIRM PANEL LAYOUT) �9 a C44tTA1NS. 4980000rn N Z� o COMMUNITY NUMBER PANEL SUFFIX 2 AFTON.CITY OF 275226 0355 E ni LAKE ELMO,CITY OF 270505 0355 E WASHINGTON COUNTY 270699 0355 E WOODBURY,CITY OF 270699 0355 E da Z®NE 2 25 a Notice to User. The Map Number shown below should be used when placing map orders: the Z N Community Number shown above should be LIO E �IOE used on insurance applications for the subject community. MAP NUMBER s 27163CO355E EFFECTIVE DATE FEBRUARY 3,2010 Federal Emergency Management Agency y i f This is an official copy o a portion of the above referenced flood map. R LEEWARD AVE N A� was extracted using F-MIT On-Line. This map does not reflect changes •�I or amendments which may have been made subsequent to the date on the I._ title block, For the latest product information about National Flood Insurance 49 OOOm r c �, Program flood maps check the FEMA Flood Map Store at www msc.fema-gov ti 20 W ST N 21 20TH ST N • 0 N MAP SCALE 1" = 500' .> 250 0 500 1000 �j FEET METE ® PANEL 0332E ZONEA FIRM „p to FLOOD INSURANCE RATE MAP ® WASHINGTON COUNTY, n MINNESOTA n AND INCORPORATED AREAS PANEL 332 OF 456 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) a ITI CONTAINS PZA COMMUNITY NUMBER PANEL SUFFIX 11111, =D1 LAKE ELMO.CITY OF 270505 0332 E � t • i ! ZOO J Notice to User: The Map Number shown below L,{'fllimO. �A should be used when placing map orders: the Community Number shown above should be _ used on insurance applications for the subject w community. 1 MAP NUMBER LAKE ELMO E If - ® 27163CO332E t • •r °�� EFFECTIVE DATE .• ���, - , - •'�-• d $FGNDST%�'J' FEBRUARY3,2010 �• Z ' Federal Emergency Management Agency This is an official co•. • e r py of a portion of the above referenced flood map. R was extracted using F-MIT On-Line. This map does not reflect changes 4 or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance 920 52 Program flood maps check the FEMA Flood Map Store at wwva msc.fema.gov ZONE A MAP SCALE 1" = 1000' BROW PONfD LAKE ELMO AVE N/ 17 500 0 1000 2000 • FEET METE KEATS AVE N I 19B �2 ' i cn .-ter TENTH ST N I 10 f 11 T N ® PANEL 0335E s • r FIRM • �� r �• to FLOOD INSURANCE RATE MAP �• a r >~• , ® WASHINGTON COUNTY, �►� to MINNESOTA o AND INCORPORATED AREAS C�+% f Lake E�llmo PANEL 335 OF 456 rr ••` 27 1505 •� ,Z' (SEE MAP INDEX FOR FIRM PANEL LAYOUT) ( f'' t � _.. - • � a CONTAINS COMMUNITY NUMBER PANEL SUFFIX i LAKE ELMO.CITY OF 270505 0335 E I✓ �o E—� OAKDALE.CITY OF 270511 0335 E G rZ WOODBURY,CITY OF 270699 0335 E (iEL 9 4 Pit M" .� c I{�R4tLliEaR P®NSA 35 (NO Ol 70 ) IM Notice to User: The Map Number shown below • should be used when placing map orders: the communky, Number shown above should be used on insurance applications for the sub)ect community. T IRU ST P ACE _ ® ore"�� o MAP NUMBER 1 t 27163CO335E a 's$FG �`Jat EFFECTIVE DATE NDS FEBRUARY 3,2010 Federal Emergency Management Agency ► HUDSON This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the titte block, For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www_msc.fema.gov �Nw AR�o L - - --L -JL — — — — —— sT��€T - - - - - - - - - J- - �— — � _ J „ .. ------- ----- - - - - - - - - ----- --=- -- -------- --- ---- LAKE I - -- - - - - - - - - ELMO I� s rRe DRIVING — Fr RANGE CLU5 Ma , HOUSE w r l LI 5TREET rA I i T t _ _ \ © T � DESIGN COMPANY ANNIIrA � \ \ COURSE DESIGN E ' � -.S iR_EE i 4- Tournament Golf LLc �Il F - I w 'l BrRF �� 12 ��(5Im r Golf Course Construction Consultants James F.Felten 10241 Country Club Curve , Saint Paul,Minnesota 55129-4209 651-414-1948•jim@tournamentgolflle,com -to urnamentgolfllacom 12r?IST-N--� /- r2TFrsrt3E C-�r4cFfH- / O/ / w ?\ -r f—� /\& i y� s SHEET INDEX: 1 cover 2 Residential Development Pam— — —I v EL00yS / 4 �U ��� 4 Sketch Plan w 3 Residential Development Sketch Plan w/Aerial umTri'z _ 4 Sketch Grading Plan III, II �I C 5 Sketch Grading Plan �_-_ _- -_- - - - - - - - — — — - - - — — - - - - —__— — _ ---= - --_--_-- == =_=___------= - ---- --__ _-- - --- --------- --- - - - - - - - - - Carlson - - - -, McCain ENVIRONMENTAL•ENFI^!F�pi^.'c•ciioviw��c 3890 Pheasant Ridge Drive NE, Revisions: T)McCain Car'SOn environm Suite,MI [hereby c as pr ha red plan,specification Print Name: Brian J.Krystofia .�. Drawn: SDB F{,C, (�jQlf CQUI•Se DeVelopinel�t LLC.ental S,itBlaine10O 49 orreportwaifytharedbymeorundermy THE ROYAL GOLF CLUB AT LAKE ELMOengineering Phone: (763)489-7900 direct supervision and thatIamadSignature: ,E« /^ Designed: B]K 11074 Radisson Rd NE, COVER of surveying Fax:www 1763)489-7959 =censedProfessionalEngineerunder Lake Elmo, Minnesota ea rlsonmccain.com me laws of me state of Minnesota Date: 07/15/16 License#:25063 Date: 07/15/16 Blaine, MN 55449 Jr �.:os,oane r:a.e�\enzi-eoao\ao3s ,an pa,w\�adua\so3e,e.ee,ease. e - - - --- - - - - 1 I III -ELMO � 80 - 90 \ - I I .. STTEEZ=g - r✓ I '', PINF- � .. Q r /� 55 - 65 �I'ilt l T _ _80 - � �� � 9rR DRIVING FR �On \ E RANGE 19 90 `- ? - o BEET i �AUD� 80-90 N mo 5 5 - 6 5 CLUa o HOUSE ie 0 A % ��,. ;% I 0 s� -90 qEs" ,, � � , conee L — rLn O CO Ln 80-100 F �.- 3 Z STREET E f1 O, G� laD I 0 I ! I O O 80-9 m I I , O -4 o j v 1 - O C T DESIGN COMPANY ao 00 )1 90 a O / p I \ II i R 4 -r ANNIItA 80190 � I II • • � � COURSE DESIGN Tf8 0 - 9 0 6TREEi �OO W 4 Sr / I!�I REr D o F - 55' LOTS 80 - 90 — — — =-1— - - -- - � -_- -__-- moo° so 100 ' f - - ��f 55 -65 LOTS ���rRD IAD°. III ow - _ �� / o � - ------_ - -_ _ J��P �� / - �� /� � , D 80 -90 LOTS w 'IV I it / .. . . - -_- -- -- - ------ 0'-8100' LOTS _ - - 1 - _-- __ _ --------------------- - -------- --_ --- _ __ ------- ------- ------ -_ -- --- Carlson McCain ENVIRONMENTAL-ENGINEERING-SURVEYING VICINITY MAP L ��V�V"/ �� 4- 7 �CC ( uTo /� �i / jjjiii \� ✓ cv� A\ ( �� s 2V1�'. L)I// �YYVi f�'1 :1�� Illy/` �.�•-�Ill-m1 /// �.__ � a `�/� (_-Se ��l/ �/11�\\\�\ \\\\\' STREET _ v ,oTNs N w all 6, i(�1, Surface wafter D geE men ° werAND��� NOT TO SCALE 62 c,a ' �/y _����:�'��V 3�w 1111 vvl� (�N"� �'rt0 - 20 A� ���� �� 1 r. I == j �I IIII 6 � �� ..�A v\ \�\ �� � �,/� Water �' I 0 )�""'"'+"'� II 1 1 I( \ \�\\ �f- �/��t! PARCEL OLSCR/PRCW.• (Per Schedule A-Exhb't A of Title Commitment No NCS 751224 MPLS with a comartment '1 lit % �\\\ b�\ ✓j/ / / 2 \` _Q `h5 3� I �x`�/ _I I \ _ \ \ Y v \ I d to of S—ces—Ices.) 10,2015 at 7:30 A.M.,prepared by First American Title Insurance Company National Commercial D ge fy ,(I��.. \ \\\ U`� �✓//r/ p Q' � \ The North Half of the Northeast Quarter N 1 2 of NE 1/4)of Section 25,Township 29 North,Range 21 West. I The N 1.• L \\\ g y, e t therefrom that portion of the Northeast Quarter North and East of the '(fit ` \ a' ^' �• �- ✓ < Wash n ton Count Minnesota,Coto,exc p par lying \\ I '- �\ �0 ( \\II \�1 ) �� public hghway ,known as County State Aid Road No.15. y 1� /� IA�� 1 G�ment Lot 2 of Section 25,Township 29 North,Range 21 West,Washington County Minnesota. - -.'.Z Per Doc. Puree/J. 623377. J - \\\\� l �, �/� / j�� Government Lot 1 of Section 25,Township 29 North,Range 21 West,Washington County.Minnesota. l �iPThe emr Northwest 3 �G \ west Quarter(NW 1/4)of Section 25,Township 29 North,Range 21 West,Washington County,Minnesota. Salj T�rtheast Quarter of the Southwest Quarter(NE 1/4 of SW 1/4)of Section 25,Township 29 North,Range 21 �\ �.„ O �7"\ lull I IIII`.. \\�\ I \/ IIIII�� O 1I 1 1 I West,Washington County.Minnesota. ' - \ \vim, \ z i � I 0 �A _ II11 � I v W = 3 — 17 / \� \ > \ Government Let 3 of Section 25,Township 29 North,Ran 21 West,Washington County,Minnesota. l m L O /` P 9e 9 Y The Southwest Quarter of the Southeast Quarter(SW 1/4 of SE 1/4)of Section 25 Township 29 North,Range 21 1 { \^,! \II I tl. \\f \2 ////�//� �� �1 weotthrds(2/3)of shington County, sad Southwest Quarter of the Sterly outheast 60 feet at of rter the Westerly 990 feet of the Southerly 1' - --- �(�)� Parley& _ J i e£ �\\� /� Easterly t feet of the Westerly Township feet of the Southerly two-thirds(2/3)of the Southwest Quarter of the U//((�` \� Q \` I I I Parce/9t Quarter of Section 25.Townshp 29 North,Range 21 West Washington County Minnesota. �11111 That part of Government Lot 4 of the Southeast Quarter of the Southeast Quarter of Section 25 Township 29 North, ] -- n \ rl\\ f ✓ J Ir Range 21 West Washington County Minnesota,descr bed as follows Begin ng at the Southwest corner of sa d \ Southeast Quarter of the Southeast Quarter of said Section 25,and ru n ng thence North on the West Ine of sa tl s __ ', _= \ I I southeast Quarter of the southeast Quarter,225 feet,more or less to the center line of the farmer highway as it I, I1111;; T T /I J ` I e\ Ty0 I, _ / -\ \ \� / J \\� \ I exis ed n July 31,1950, runn ng thence Southeasterly along the center ne of sad former h ghway a d stance a 628 � \ I I feel to a point which s 45 feet North of the South line of sa tl Southeast Quarter of the Southeast Quarter thence l South on a I'ne parallel with the West I'ne of said Southeast Quarter lof the Southeast Quarter 45 feet to a pant n III / -��� \\�✓ -. <�.. p the south Ine of saa saatneast Quarter of the southeast Quarter,running thence west n the south line thereof,to _Do No. 124 OS /l ( ` \) A\ �\ l 1 fhe lace of beginning. -��I /I `� t o'I' �I 4r.✓I�� �/ \\\.�`.�� /� C /jli I p ♦` t Parch IQ• J \��� f / All that port of the West Half of the Southwest Quarter(W 1/2 of SW 1/4 and the Northeast Quarter of the Southwest Quarter(NE 1/4 of SW 1/4)of Section 30,Township 29 North,Range 20 West Washington County, l� 1�/�� ,,BaCP 12\\`s .;I --. r� t�p �„7 __ I Minnesota,lying West of Washington County Road No 15, EXCEPT Parcel No 4 of Washington County Highway `/ ! / J Ri ht of Wa Plat No 56 n the Southwest Quarter of Section 30 Township 29,Ran 20. 'F- — ' / its I HORSESHOE LAKEto 9 p Range �� DNR#82-74PLID ' / 'Y (Abstract Property) WETLAND _ If \ J II'� v �— v %/ --_��� SITE DATA - ? �\ � ` TOTAL BOUNDARY AREA t477.3 AC. GOLF COURSE AREA f218.48 AC. //� v ; RESIDENTIAL AREA f258.85 AC. �� �� -�) �� N RESIDENTIAL AREA LAND\ _ � ��= �� ° ) j TOTAL ROW AREA ±27.34 AC. �_�����"`da'°I Y`�• A INTERNAL ROW AREA f20.06 AC. ZEE � �%IEZ. arc I /. :� EXTERNAL ROW AREA f7.28 AC. v — --- -- - -I �I'a<� ® � � � �� �1\\�Z � �' / (MANNING, LAKE ELMO & 20TH ST.) =J C - �) �' =s A� � � �'�°° t far t s lo� � ,_ / �V-t � V�VA� �Gc6 i -� ( � �� ( TOTAL OPEN AREA t74.27 AC. (IIII _ l m `p d1 \�\ ��I Q� $4 f �I _I ��1 �� �a�a ar relaaated - Jam/ �_�/ % ) _ — � �7� ���/ �� ( WETLAND AREA f22.29 AC. /�/�V� —��� /� J � oa 1so 300 600 u 1 ���� � l ��— � N �� A� \ OPEN AREA ±51.98 AC. Ili i � r r _ ������� ��\� ( ��� � �� \\\ .5, \ �� w /LAND ��1 ) 1 I����\� /%I I/���II I , �� QE!���A�V w FEET WEST LAKELAND AREA t51.59 AC. L "� �� �� I ��� A� TOTAL LOT AREA t 105.65 AC. (r AV A T / o ����/A�I��� A j % �\�%/�� � II �� ���� TOTAL NUMBER OF LOTS 301 � �\ �� 55'-65' VILLA LOTS 107 LEGEND 80'-100' S.F. Lars 194 WETLAND II T 1(I1 t-� `�i�v� �e T �1- Denotes Golf Course Boundary GROSS DENSITY f 1.16 LOTS/AC. � C / I lit 1� `v — ; � yt-✓P I \ � s-F � \I \ I /�.� � �,���'°)\� � � 1 � Denotes Existing Bituminous Trail or Roadway NET DENSITY t2.26 LOTS AC. � Denotes ExistingWetland delineated b \'\' �- -� \\\��'Ij�V �\aWyn or°w y° ent per •�'J Jf �� Kjolhaug Enviromental Services, Inc. (TOTAL RES. AREA - TOTAL OPEN AREA ^ Amehaad Dr—age Hg wov -' r /� - �1= & WEST LAKELAND AREA TOTAL LOTS I � h VI �- y \ \ VA� A\ I ��� Plat Na. 2 as s Z - 9 / ) \ J Denotes Underground Gas � LAKE ROSE \\ � - � � DNR #82-112W ���/��� ��� ,I�l l� I 111�1 �� 11 + vy I v�I��91S���_��� ' 55'-65'VILLA SETBACKS 80'-100'SETBACKS �� - -� _ _- _ ------- -- - ---------------it _'__—_ -_ __— �_-- - -- --=---- ------- ---_ --__------ —_ ---------------- -_- FRONT 30' FROM CURB FRONT 30' FROM ROW MIN. - - �� -'_-- - =-— ---— ---—_— _-- -———-- 5�_ ---- _-�(- ��--------vim — — — — — — — — _ `�- SIDE 7.5' & 7.5' SIDE 10' & 10' REAR 20' MIN. REAR 35' MIN. STREET WIDTH 28' B B STREET WIDTH 28' B B 3890 Pheasant Ridge Drive NE, ��Car�SOn Suite100 Iherebycertify[hat[hisplan,specifw[ion Print Name: ThomaSR.Balluf,L.S. DRAWN By: O# Revisions: H.C. Golf Course Development LLC 2 ' THE ROYAL GOLF CLUB AT LAKE ELMO RESIDENTIAL DEVELOPMENT•environmental Blaine,MN 55449 or report was prepared by me or under my 01= 9 9 Phone: (763)489-7900 Licensed ect nsedLndSu andSurveyor that I rundermaduly Signature: ISSUE DATE: 07/15/16 Lake Elmo, Minnesota SKETCH PLAN McCain •en Ieying the laws of theStteofMinne 11 74 Ra ISSOn Road N.E. 5 •surveying Fax: (763)489-7959 the laws of the State of Minnesota Date:07/15/16 Ucense#: 40361 FILE NO: 384 Blaine, MN 55449 ww.to rl so n m CCa i n.Co m f.�o \6021-6D4D\6036-tartanpark,.dtl.lew\6036_d sketthpIa d.g 1 i\ 1t I / 1 PARCEL ert date of. (Per Schedule A Exh'bt A of Title re red by Fir t No NCS Title MPLS,w'th a ® �\., • , '---a comma,Na date of September 10 2015 at 7.30 AM,prepared by First Amer'can Title Insurance Company National Commercial Services.) .-- - �� ' •• ���� Porn,: The North Half of the Northeast Qsorter(N lot of NE 1/th of Section 25• Northeast 29 North,Range 1.+ � 21 West,Washington County,Minnesota except therefrom that idportionRea of the Northeast Quarter lying North and East of the pubic h ghway known as County State Ad Road No 15 \4 +�� � \\\\ Government Lot 2 of Section 25,Townshp 29 North.Range 21 West,Washngton County.Minnesota. �1 '• I © . Y - `— -- Porch Z• Government Lot 1 of Sect on 25.Townshp 29 North Range 21 West.Washington County Minnesota. The Northwest Quarter(NW 1/4)of Section 25,Townshp 29 North,Range 21 West,Washington County, Minnesota. C < \4� 4 •� i ,_ •r - The e 21 Wes Quarter of the Southwest Quarter(NE 1/4 of SW 1/4)of Section 25,Township 29 North, Range 21 West Washington County Minnesota \ Paee/6.•Government Lot 3 of Section 25,Township 29 North,Range 21 West,Washington County,Minnesota. Porch 7.• ,.. i ©� �y The Southwest Quarter of the Southeast Quarter(SW 1/4 of SE 1/4)of Section 25,Township 29 North, Range 21 West,Washington County,Minnesota,EXCEPT the Easterly 660 feet of the Westerly 990 feet of me Southerly two-mires(2/3)of sate saatnwest Quarter of the saatneast Quarter. 1 1 , K :�:•!� Pew a• The Easterly 660 feet of the Westerly 990 feet of the Southerly two—thirds(2/3)of the Southwest i Quarter of the Southeast Quarter of Section 25,Township 29 North,Range 21 West,Washington County, Minnesota. Pores/9. © 1 O I MII That Part. Government Lot 4 the Southeast Quarter of the Southeast Quarter of Section 25, '! • /'�, Township 299 ove North,eRange 21 West, t,Washington County,Minnesota,described as follows: Beginninging at:'r' ;I y the Southwest corn r of said Southeast Quarter of tee Southeast Quarter of said Section 1 and runring thence North on the West line of said Southeast Quarter of the Southeast Quarter,225 feet, _ ' • ! III more or less,to the center line of the former highway as it existed on July 31,1950; running thence iLLlli Southeasterly along the center line of said former highway o distance of 89 8 feet to t point which is 1 45 feat North of the South line of said Southeast Quariar of the Southeast Quarter; thence South o • I. line parallel with the West Ime of said Southeast Quarter of the Southeast Quarter 45 feet to a point In ,. . the South line of said Southeast Quarter of the Southeast Quarter; run thence West on the South w �,��11�'',, C I • ; � line th ereof,to the place of beginning. ( / r/) w' , ' • II I Porce/S All that Port of the West Half of the Southwest Quarter W 1 2 of SW 1/4)and the Northeast Quarter I —— of the Southwest Quarter(NE 1/4 of West 1/4)of Section 30,Township 29 North,Range 20 West, Washington County,Minnesota,lying West of Washington County Road No.Quarter EXCEPT Parcel No.4 nof s J • � _ _ i I, Washington County Highway Right—of—Way Plat No.56 in the Southwest Quarter of Section 30,Township 1 29,Range 20. .,, � � • ' 4 I (Abstract Property) i • r�V� /?� ' SITE DATA TOTAL BOUNDARY AREA t477.3 AC. � RESIDENTIAL LOTS 301 le — /,��' y � w ' a -- LEGEND III -�--- � -- i Denotes Golf Course Boundary -_— Denotes Existing Bituminous Trail or Roadway . ..w,, -Denotes Existing Wetland b -��.�.' - •'' Kjolhaug Environmental Services, ces, y. Inc. In Denotes Underground Gas IN I y .irr t - K i rli 'I %y _ 40 _ i — — —_�—W.-�M — — t ��;,.— — — •�1 00 150 300 boo IN FEET) I 'tr 1 TH.S 3890 Pheasant Ridge Drive NE, H.C.Omccicdn Carlson Suite 100 I hereby certify that this plan,specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: CN Revisions: C Golf Course Development, L3 or report was prepared by me or undermyTHE ROYAL GOLF CLUB AT LAKE ELMO RESIDENTIAL DEVELOPMENT•environmentalBlaine,MN 3)489 direct supervision and that I am a duly Signature: ISSUE DATE: 07/15/16 11074 Radisson Road N.E. of •engineering phone: (763)489-7900 censedLandSurveyorunder Lake Elmo, Minnesota SKETCH PLAN W/AERIAL 5 •surveying Fax: (763)489-7959 the laws of the State of Minnesota Date:07/15/16 License u: 40361 FILE NO: 384 Blaine, MN 55449 www.cad son m cca i n.co m s evoazveozi-ooaolsase-rnmer o=d<v:aW.rvev�so36 aev skemh Pler.eri•Lawg l J (1 /�� nil lu/il// //i y / C i -_ \\`l \ \\ \`/I\\\\\\ \ _J/ \ mil\ %�%%%%// l )\\ IIIIII iil -'/��1 II\\D %�i \\ \ Po�_L�\\ YI II of o _ \+\ �I11I�I rll U1 _(1� /F� -/iii \\\ \ i )\ \\\\ O III//J �� / / 1 \\Oi//r _' I \ \ _ \ \ \ _ \ I /j� _ \J \vll�rl l= \ \\ l/// `,\� �`� 1 \1\I/ \ \l \ \ \ 1 III/ �\`` / (( \ \I / � II111(1/ 1 -�1\Lc�/ - - - I$ - _---- - --- --� -_ _�- / �'�?'��= -tom _ _- �-✓i F a oro Il VII / Vv-��� � -- _--- -- -- __-� ----- ----- ----_------ ---- -------- --- - - - _ - I I ICI i 1 /TV((�' _ �---- ��� A �i'-=^A///��\ I/��/ . 'w nhb�o--:<''; --__- �,� /��-- 1/ ��/� -===���7 T / 1 i - �vv � \ � / „�/ J y /.��--���-- ^..j -- � �•,V�\I}V��AI� ��\I11� Av I � 1V�-��-�= // �V .y �•;A I r III 1 Avv� /,�_ i ,� , 1 _�. .°�11 I�zs?._ A V A. ,:�� � _ �'.1; AV� //��"-tom/ �-//ii%��`===�1�`rA I I A I �A /� `V A��� �1 I�1�\ ,„ •?°Y. � /f.�%:=';-� ,..�r I I III � A \ V��--)1A�A��A� 1 I I 1 / i--�s--- / �yV A VA �I I II ��. „)))/�11/ ���).. !r..� � AA - _�(I IlpA��//�A � ljA�'�)� j�/c•�9z.:� // 3 ��v�l 1 1 � //.,�I // I - A �\\\I�� 1 -:�,iroovrr �ega.�;�(f6-.i A � �r�vA���4. I IV A 1 r/ I //�%�i�4 -- // 2 V �V A•.A Il1tV A vAA I �Irl Illy BIl �l///�r�Av .' t. i ,dy ��: r - ��� ��, a •' ,� �;� �_ a � � V A �AO�//I � \�/ f pI�II/ � I Ir�i IIdIT4 �<' � A�lii �APAI �IIII� ,I �_-�� jr_ I _/�. _ - r l l AAv�v�AVc"?\VA VA\V�-=-I_�+I � /// // -� IIIIVA � I l�i� <' . V%o A t', A �-IIII IllllVIIIIIIII11I1 %,/� / // ��\ ii .GA A •�.A Ilrjl� 'III%�_-="�a /� > � l�' _ ,�� / �� � 1 A���„"�+ \ �Vv- �„(j // / II �Im:- �s /f� �,�A I I�( \I I / � �•. A� ib �� 1)I�k r I III V ✓I� I I \\ VA A i > _ ��� IIII A V 1 i =_ - � �>; . IAA �B /�// ,� ,/ � A Awe•• �v� A � ( / J III I ,, / / I I IA 1 � .. � �, � - \ ,� \ v � � A\ VA � � \���� \i Ai li Adill - -- I f V�_ �-( - \� pp =/ll� l� 1W- AVvo��- ------- -------7- \\VAAV ..._.bra } �'` > A b, � i-r� ;: <°:p .'� �°'`�`�_ _, ->' �✓"_r��� :.:.:_�.11 V //, -� Av 1 - -_��_ �-_ � vvvv�wvv `/,- �/ IV II��II��I I A I � r." �»ti �A\��"'VAI�--��Av 1 V>,!'tirr��- � ' ^� /'\Qv+� + � �.)s' _ / I %-. '. _ :•:•:•:1?:a //� � --- = =__ -- �v vvvvA ///\ / 1 III I� I (i � �A �v`�v ���'-�� // �� \\ r/� � ` c� 'i / Q :7 >/�� .•.L','/ I //� / - - � �„ ww\vv A'�Vv, /� � I I I I ,f� � vo '`�r �w ,� v -F, '( <i�/�-���-� i o.^�� : :'•i..� l / // �//��V �� w�oAvvvw v �v�( I , 11 V II I I / v �� , ,> vevA �Iv � �� �x� f ���—//—� —v ��I a . � ����� 1A •':r''� / //, / / VA �-=` —_�! � v�v�vvvv� � t �'• i/i � IIII I I a � 1 •V! —� �/�a / ivy/ -- / - - � v��, �� //////r/�l III�•{:�,� l //' ///i/\V1 I�I(/�i=_ _� ��' � �\�vvww, �,.,,�^ �� I I IIIIII( 11 I/ / "n?.. / ie �w �VA\ /�V'i`�% i��= I /�_� /��V � ��--< I\y '1I I €� A a ' �/ °g����ii/// .�. / �i 2 /� ;_ _/ III 111�Ill��l��.,a���„�)��AV����,h, � -- � AV`�VAv Vvv� _ y��,P"x�'� VI II/ A V�V �� v.� ✓ _-v�.� � / v �\ 1 -��� --�l / � 1/ _AvQv \� I I r i ��A-�Jv� r 1 /I� �IIA�VA�\�A��V`��1 \;?. � A�, a /,• _- '\����_��� �� i ? 1 �m� V I � �_ V / ` AvVv�� �' -__� �> ) �A V // A�� �-�_ \V _- �V1I AAVA i� V / /� i� � �I \VAA��__�' < s ,>__� -�_���� � ��� �<iV ll /y•^ //��11 / )� _Avvvv V °^a��� / I I - � A � � vI I // / ' �o iipi/ I IV\vQ\� -==- a `�� � - ��� 111/f/ / -.�. I / // _ `v w ��� / a, l 1 •�._ / V I /l / -�v V A,�V 'i � V I fl i� � \ V �A i/aG//) ��, v "� �11�V - -- '� �;iif//--=. ��� � aJ� //�/i// // -;�(••• 1•: j/� � V i///�/ � a�AA ��1 1� � --,II „ / / I I/ VA �AA A � � \a It` '=�a�''°v A1��\ ��. A //l1 / �///i,�%/i//// / � �.-J^ 1/ji r'� •✓i�/� ��� //////// // / F.. /.ii:. a. o T '� ////11I�� __°_• 11 III AV��; �, �- _- � �/ / I I //'r.... ��---_ / I I - _ s--,>ti : as V A __-__=__- �/ 1 J / (�<:F}ii:-' � Ili� f l ! ,x✓1 '�'l'� II II/ �� )A if//-' � ��'yf1111;11 � � '\ v���A�� �.k`,j'. AAA AVAv� J < ♦ .V.��� �� I� .I V '.._ A -y,,,:. //�// / l%/�/�%/// -- --��'�� ����'I I I ;- -'`- � "," ;�_ � ^. ,';�;-. A vvv� ---� �� / t vh�,v�a• � / �°". ((':•f. �I p�lll//%�-� �� ��9111 i11A ,�` / /��•�'�i ,v'�..fir:-.• V I I r l l / � //i � v�>° p; fa � / / l A `,��.'T I j l/ l I l//l�l�lll�,,.-'-��_-. ��-__ //// I i� fill IIIIIII111�1 / /� // y AA,Y 1 / v A AAV A� V1 1 i // ♦` \, �� i// /� ��/i//i ///// I 1 ✓/f// �� �1A / r vr / _ A A VAAV V rll V A - \v +._� }I�11\ AVA�A\vv\wA ����.e" � � III// w a. vvvvv ��=- \VV �� '�•�:��/ /�/� �A�V ///j/Ill IIAIAV•1 r I r/kl�lll l 1 �/>�� V A,A AV AVvvv� vA \ �-_��i// � l l V A l �II 1 /i- v v � --��- A v�vvA � �/ �. „v - ` --\��vv`��� �/ii/�irr w��� � (l /// it vvv I I I j yA ,� �� -_ N r \v vv�� v`� vv- -� � < • `� /��-� v �` v III 1\v�/ v v�-�� I \ Y sm \Y111� I�,,,_ o - v ��_ �� i ///IIII I QI _- 1\\VA\ I��\VAAV �IIIII�//a�oi v ���\V1�' A \V A AVA�VAA�AA� �A y�^�✓ ° -as/ / (lo�� ll�llllrlll/ V ',;''v�Ilw A V �� \\i \vv�IIII �I „a-\\ YI \ -- - �_ -�' / / I l� � � / / 1 AI I A� it IIII 1 / pp II � � 1 v v - `� � �• � vv �.�I l 11 �, AV\ vvvv III, - v -V v web �\� �II V I I I � �/; d � � ��\\� 1\ \I V� \AA v 1 :' �°/-,1�1V-�i///// A`�V •� \I I OVA � /-� / � 1 \ v'VI sir / v - %� % �� •v AVv A / - - AW�\ - I -,A�-vAAVAvi� =e�R IIIIII /( l/// / ga VA\ �A A,\V )l/// /� / � ! � � - - y �` \;, �. _� � / v \ l// � l \ � l' �1�/����V 1 \ 1 i:•:•;r��'�4 AAA / A A\�// �_/ 1/ V A .�A\tea AV�1 A / 1 �_ u�lll�ll --- �I y� MN DNR dal 00]CP ( \ \ / / oo H _ ,. 61V• 1 Av / vv_ _ vAv A v- v / v ���� -- l Il'G}'I� � I; � // /l� --�__- .., -� � A a 1 \ • � lr/i/ VA � � yjfjf F '� vv�i \V �t����.r.;�.•�. �:.. '� - ��� �,.f1�.�:C��' f_/ '���V � A /i"' �A\V/i _ .o �: •"I ' -, r -�r ) j AVM- ///I/�ll/ / `v�A4v1V \ \__ i''' '•>'� -;,I:,Z:.1�- "` �'v�>;::�:1 �� vv ': w //jam w, ,i,/ir�A- \���lI �i) / 1�—/��v✓�/ , rl//- 'V 1 I l\�� f E f.I v"vim' v 1 ii /' - vA \�:�.1, _ Avv�. vA vAA \. z v A A V A ',J• a v\Z.vs 0� N w''�, vvv�� v Ir' V/ rI BENCHMARKS W'� \\\\ \1�� / / _'_,C� /^ I/ / ll, ; 11 1 �� \`i�\� _ I �F �l WE1Lallo 2z YI v�n a a� / �v I I / v��v II v A �v /o \,. QI.it I I\ \ •�—/l/ ,(,/% ' ��) /I+H—��,✓I l \ \i\\ \ / 1 pp / \ 1.NAIL IN WASHER AT CC OF 20TH ST. N. l I J \ \ //��—'\ �- 1 I /V /\ \ � l i �\�l \ AND LEGION AVE N.ELEV.-920.12 �-��(jl��llbl�i l j �_���/�/i l�, -l�i-• v I�II� �IA .. < r- (NGVD 88) %l' I _ v 2.CAPPED IRON PIPE, IN PAVEMENT, L —/'':/ v i �� I�7� ll'I�1 .j„ wEl�neos W t h _ i / )\ LOCATED 1NA FT.CE SOUTH OF SE CORNER _ 1P r-- `—'-�' 1 //1 \ \.\ o / / of MAINTENANCE BUILDING. / \ •' I 14TH STREET�N- - �-_o�=��;1 I �/(/ \ -,�� l�y; r, � �•\ � >�\ \\\—i I / I I 1 \ '*+q - ELEv.=9zasz(NcvD seo) k+ + Y ���si � � T / <�\�\\,I i / �� "') ���\\I I�III11 ;(�-) �I\ ` l\ �\\ /jig f (��p, \ -r•I� -- \ I� l/ / - �� '''��UQ�4\\ �\\\\��\\�\' I %dl��l�i% _�_�-_�_���T ���\ o Ioo 200 aoo V \ - �\\� z 11 '.�•\�\ \ \ `\�\\ � //^�I\\ � /i-����� IN FEET I. 1 1 � / ����;,//�; 11-1-.. �\�1 ' � f i f _.. � r-s � � V/'� \\� ��. .•.�•\10'� \ j ��\�\\\\\ ��\\;c\ i,�/ 1\11\ �\\\\1 � ill (-���\\\\\\\_. .\ � a.y... oeNTA�� a % • 1 -I-� � / ) �-i� i� _ �_, '� \, --- �iy >3 \ � \�1'�,�`\\�\�� -_�.���' , \� / �(�%/\I � ��i�_ _ � � )111��/�-'_l\\��\���.��%''•a':' l 1 y r i +�A (\ / // ✓ _v v `_ SEE wo 3890 Pheasant Ride Drive NE,Suite 100 Revisions: H.C. Golf Course Development LLC �)Cqrl,Rn 9 I hereby certi pre a this plan,specification Print Name Ban] Krys[ofak,P E Drawn•envntalBlaine,MN 55014 or reportwasprepared by me or under my ' THE ROYAL GOLF CLUB AT LAKE ELMO Y gPhone: (763)489-79GO directsup—assi and thatIamaduly Signature: Designed: BJK 11074 Radisson Rd NE SKETCH GRADING PLAN of Mcain .surveying Fax: (763)489-7959 Licensed Professional Engineer under Blaine, MN 55449 Lake Elmo, Minnesota 5 ww.carlsonmccain.com the laws of the State of Minnesota Date: 7/15/16 License#:25063 Date: 7/15/16 is\\nortnztar.cowl\rinolakes\guegcUoez�sgit-so4o�so3s-rattan park�wa\engineenng�so35-groa.awg - I III``'J'I II �".. ♦ \^, � x" > ` ,�. _ �/ :...:���\ ��.�y ( -; \ i-! i /i� / /V \,.\\�  - �"- i .\�\.N`� -" � ,11'i ,��\ Y� - Gt th. ^ ` N SEIl '\ \\\\��\�\aaa_ ��. 1," I ' /�ii ;,, I \\�\\�\�q�\_/ � t♦ � \\\��?-_���� _� i���i \\)I/yf°, � I � I III\\�\\�\\ �' < ♦ ,... _ ,��- %_:� \� �- �� ��� � \ 1 P (( \ 1 � \ \\\ _�� l / / /�-�\\\ � \� - - `^\\�\ \ / / r /i o/ � I � I ))I �_� a., �.. . - -,,? - ��\ \\��_ -,' /j/��i ,✓ / //!I:;ji Z;�\J�I \ •.. //^-\\\\�\I� ,,�� �_� \\\ \ \'y s' °� > � •• ''''•' � \ � �� IIII I \\ \ \`°° IIIJ// .- ->.,'�-=3;. - "�� //--- .::: / / \ �\ \ - / \\ \ \ \ \m a a j\1\ \ •�,�• II / ., � ��/i_� � �� ss- _ /O/0/ /r / Ix-'•". � _1 �//r/ � all �1 1�; °� \ �\ -- 11 / pl \\\\\ \\` xt�i � / �/�� -- »d J � I// ��/ II III \_ �. �^\ \ - �, / \ \\\ � :- a '<1 � � 1-)--)�� �' �-r- i-//j / q�'fiy/i� '� %�_ ��� / L:r...}. 1•:•:•:•:'t•. ( I i t III I v� �\\"� T --.w--I I IIIII III/ - --- --, \ ! � ,+ - \ �\��_ a \�jr ////// III /r r�r. I (/ �i / JI 1 \ / - - ,.. /• .•.��.Q: \ \\C��"t°��b�i/ \\\ \\\\ \ II� I 11.1 \�c.. � \�____ _ i� l ) J l(��:-:F?:�:�:�' � Il�� / / �1 `.\. I111 �� )\ (f// "` �' II 111 � / '\ \���\�i e�''•�/- \\\ \ �`A`...� / 'III ,n.. - '.,,. ,.;c ^�,: =� �'t, \\`�_ --- �� / t \h�s�? \ �°'P., (•:•f. IIIIIIIIII//��� i-_1 i �\�IIIli111 ,�. / /� •�•'i,��:;r.:.• \ IIIIII / � / l a �'>° � / / / ( 1 II F `..`1ITF /// l Il//lll�lll��°'���_-. �-__ _ �I � �- ��• / - � / \ may: \ � III l� � �/ i /o�IIIII � /�.>,rf�".� '�•-�+ �. 11I / / i � / 1 < �r / / // II \�°.1a �/ lllIIIIIII\_�-� �/^ _ \ ' \� --- ♦w `... m _- I .'1 III IIIIIII �" / / ' /`1 /. j ✓ �, _- \ \ \�\Il I / / / \ %// 1,, �:. XIII I //I -\ -\\ -- \ �� ✓/// \� \ , - \\,�,e_ �eg•�\� I \// �'� _ ��� \\� -- —���\\\� � �._ _//// ��\��\�\ ,�� /�i/j/i/�/ \1 I I (IIII /,I! ( � 8 / ��: � , \ \\�����.�\\ �__�-�\\\I� \�,�\\� III 11\- � \\ I \ / \'�\\\ / €i _ \ \ \\\\ //iij//%/i Q % �( ///%!' \gig I /IIIIIIIIIII/III ( NF ( \\ \\ r\\\_ a\ ♦ > _i\ /? \\1\II�l --�\��_=���--i //I 0\\\ � _�QI I \\ \\ \ `� I Illllllll�a�;�, i l 11 \ � ._ \ \\ $\\®\ \\\ \ ♦ '� � � _ -J'1 II %/\\\\�\`'� � / \I \\ i %%z//////// - \\\\�II' Illll. I - - - � ' /// ---�\ \ - - \ � ` / I 1 I1114/ / //;I /, \ \\ ��\\ � / < ♦ �-''/ /I\I\"�i////// \\\\\ �� \ � \ \ \( � /� / I \\ IIII I I -� \ > \ -_ �� \\ \\\ 1 \ �.\ I� )/// \ - '\ I/\\� / �/////ii \\\��•: \ 011 I ��` 1 _ �� F IIII < ♦ Y\,' 1 - �� - i/ \\ \\\�/III // / \ I �1�♦1C /e ;^ / / / ll/// \ \\ , \ \ I / IIIIII\ I/ III - - - - /ji/ \ / \ \ \ / I%/ ' \ ��\�\ \ J{{ . \ g 7 / \-/� / II \ v r- JQ\ 1 )IIIIIII '' I L074 i --- I \ - rnri oNn saz oo�aP /III \ \\\ r_ %/i/ii/zjii/ii/ w -- \ - _ / / II II \ \ '� � � / \ / I / / I I \\ i// .�1 oew s7ss \ 1 \.• \� \ .. ;� ',- \ \ k l rl I �'� \ / =e. - -' '�". � \ -� //i•� \��\ ioo m Nra Il���l.�.'. IIII; I. /) \� -K '��\ J 7�./ \wE E � q _ ,,,_ -- -- \ �' ,{ l� ✓ / I I 1 �> ������� .�"\ �.�. _� �I l ���:�1i!/![{�.:�' 1 / � � �,,�\ _-� \ - 1(i-=-f-��--%-'_�//, � a � ." V \° \ l� / \ �wa- //f.. � _' .'•'':' `, / F_/ yam' \ � � ( � �/ III IIII II i //�- \ \ 1��`���_`-� !� �\\ I "°� - - ♦ � Il 111 F• / \ \.� -�``�•.•"'.'.'.':.�'�` �,''��•:• I 1 \ ((i IIIIII' IIIII i/// r\.__ \_ �jl i - /\ ✓ J t , o \ - / // -- _� _ \ _ \ / III \I�G�f.I \\ �a„ 1./ /iI%III r`r - C \ y' as r i iJl)\ 1 /� \\\ \\t; 1 \' a'�\\ \ �7• Y:,. - q/ '- I ��- � r 1 1/ A�� \ biz- \ A- r Avg ///�i��� �\ V A V I V�h /i '�w4, '/-,v � V,�Av�.;� IIIA I r. � � , �� , „///� ,I!-� I / �C• '• V ' v°" //�II� I vA XvVv II//,�> I�� 'II ��_�� // �.1 'U /�- :r• '��; v I � �'� � /� \�_==� �� I A� v If /j -LAND zz v�� II" �R�\ _ �/ I A\ \ 1 I I I 1 /Y --ill/ ,;µ"�C� / ��yy ✓ ll J�,� leg III � 1 \ \ I I�AT � l 1 /� I�-� v/ill I,IIb��//� •� -''// /,//� G=-_�-_�i- \I� i A__IIII I111 ['I I � /' ( ) / /\ � \ �� �v\ li i-/ � LI lz.\\ /(n-•,: - ��— ��v _ ♦!� �l ll1 GI WETLAND —-_ _it r��';°"_11.� I�1 I VA 'S�V � � '/ a,; - sI t� _-/ I I v� �)%� / / ��2� C%/��_ s � /--v II P r'.• 141TH STREET�1- �� �/ v Av - � A•\ {\ � \VAS-�/ / / I I AA`�v` ''\ ldllllQ//i�AVC\+� -v � I � --a;�'s°-=��v ;A VIIII I V A'a�w.� • . (L ar ' A I p � V I ��� v /p(wV�\VA�vv /;��� 1�:;: I I I �> v I I I I I �, � .� i � / r � 1 l � - ..�•A�V Ili VAA\VA A V AA��\v / l��G% __ �z� -.��avA'�„ / �:-' '\ I --' � /�///sl/l-'V1 -I �p - -' � 1 A �� 11 •.v. Av��v� A\V A��A I, I l ���� i / �GV 1�. < • � _. ✓' r•-s - �-i�� w�_ � ) .�•�1\0\�t.A j �V`3v�vvv\v��AV\A //�/11A) A vAA ( t /ll �Av v �"\• �/��.. _'��= _ �� � r r f �:.. '>' r, __.\ _ •��„ C� - A ��_ A•sA}(��� V ��AAv�v�vpA�\\V��\ / (��� _.�w�����wvvv IA �VA vv�� ti.�'� V / fii.'.'•'.' • WETLAND a --, -.i_ �x� 7 A/iVA\ .�2..A� \.v\����) \� � Q����wAAV A i'.�.�. V - t 1' 1 -�A✓I I v��� _ "/i,\�� e / \� "ry( ._m< � ♦ � _ -_ / x� l,'� V -�„�-� - --�_%�%���vA�1����=_ i __=��%i��((�����(iii' �j��� / NC I !�i.•i'•' \V// -� � W�LAND DENTAL 3 /.�•'' // r v� vvvvv N 1 �� ✓ / I ���i,-/ 1� 1 �= �_� -- i 1 AiA 1 „V / -C���' "� Ali� � A�\�q 'VA�(�i�\��� �--- --� willA _�����Avvv �% / I / ,r A .� �. _��''""; and\I \�\ �Vv\�A\��vim_ ��, i_�-_--_'_-') /�/�-_vim � �,� /•�'L. _------ =_------ - -_� ��_ - - 7 =-1 (//1=--^� v I(I'� -- A � / /I I 1 I//' 1 �� ) A I / / "-�= ==-'- _-..� -� /i j/j/ � \ v��_J 11\ f-v —)Jn�V -vAvvX� �� VAIIIEl.•i ? / I 1 I �', I 1 —� l / v a �vA �A vI // AV AA I I I/I-'�Iv` G � j ���� / / �. ------ - wv I l/ /1 I - � i1,� � I -� � ��i v w- AvvAvVlV(l v_-.� I v_--_� !'1 / /-- / //�/ -� //y �e=a / vim A -�AAAll1A\tA AI .11 �� a----_�;� ::., �v �v \ - // v A v AVA �v t ___� _� \ �. - di RUN I y ! _)/ I // AV) 1 11�� Vv A V A v A 1 *� ♦ ` i= i- �r �� it ��'_- � 111' V (1///���� :9Jll l z IIIII ///ri/ �--• 1 I I Jill, l \V` l(C *whD 11 II }� yv_ yv v Yl/�l/ •:1y��; jll� �//�lll/ / II / / / l �I( / / wv �///I I vvvvv� /- �III�I / I ! / � �� v` vV �'• \A v�`e v��y�1 I A j IJ .L' \ ll l,l / // r / /r / v� 1 / / I \s A /.r' C Ill Av v\ —AND; \ 1 III I:/ Nv �� - J/l I l 1 vI I vv � /// / /v / V - � �, (l / / ////i/rl 1 / /r / r l �, v i• r// / A� % /i II VV '\� ,//�, � 1 II II I✓- --vyvvVvA 11 I11 //i.� � N -----J- ---� -----�?I,I II I I vv I li it I IIZII I �A� J�//�K�VAAvvA_,�� `�VAV '�'�A (".•�=-s,a��.�J/��// - �� ,-�ll� m �VIII // � �I��� //wv v���_---_llll/ -�°°� �--- �\,\N '///�/%/j/'°°' jI 11, � IMF-------- V \y'•,�\ l vAAA�---� 1�VAAA\ � /' -��>;��'--.. A / �^.��.�.�...._ v� y� 111 / 1 1 �w �-----�lJ� - ��A 1 7 ,Yi�r9,�//� \ II Ir--- -- I 1jZI I 11V\ •V / 1 J 11 -�i i V :ram'-_-��.; �-.-. A � � /// �' 111��J - ��---------- L 71QI1 / /,r }i Illf is'T vA1: �tis., v �A v vvvAAV A\A / _ VAVA --- 1 V /I �/ i i�� % 0 100 200 400 1 '�------�'I II 1; 1 /�/�jw .kvII .rll I 11\�;Vl vv vvv vA�v / I I I / / r/ ---- ---- / G r I ;1 ! 11 1 � I I�--- X, �/77 -L \V lV v� '• A\I��-/ / �11111 j / /%i; A vv / /' I' -v IN FEET) II � I I I I 1'I I I =-'l' {r v V I✓' t i�lllllll -S;1 v I v A v A\ 1 /ii/ v A I 1 / A � \-- BENCHMARKS \ II iI 11/' \ ---_- i � r� • /I �_� L•. \--- -- .� - ---- -- 1!sd�`.�:•.�(�\�\><=- �_--__—==-i---� `�° `- '//\; t \;,\` \ C_ __ - __ 1.NAIL IN WASHER AT CC OF 20TH ST. N. -----_1- JI �L__-- _ _ �. �_ - - -- _-- _-- -__��_--_-- -- _ _ AVE. N. ELEV.- 920,12 \ __________--________________________________________________, •_______________________________________________________i �._____________________________________ ______�_�.--/ ..-� _________s�_____a __ _y_____�_____ ._s.x-er,��. <_ __ __ ___ __ __ __... _, __________ __,_..�-� � AND LEGION - 10TH STREET N 1 - --------- _ (= ---M�- — -- - -- - — \ \ ---- ---LOTH -S (NcvD as> --------------- -- - - - - --- _ — _- --- - --------------------------- _--_--- ---- i�<-- ------------------- __---------------_ �� ---_--_-_- N 2.CAPPED IRON PIPE,IN PAVEMENT, 7/ l /fT� T _ - _ `� ` _--_—fib _ _ -- ---�_- 'cam\ �_ __�___- ���J--� 11 \, - LOCATED 100 FT.SOUTH OF SE CORNER LJ -_-_-_---_-_ / )�i�i%l�l///�\\\�� __ ____�� /-'���� 1/h �:-\111�-,/� _ OF MAINTENANCE BUILDING. / � \ / ELEV.= 924.62(NGVD 880) I _ _ _ i - \I v Y� /// I I H.C. r '`L�� 3890 Pheasant Ride Drive NE,Suite 100 Revisions: C Golf Course Development LLC 5 C�Carlson 9 I hereby certify a[this plan,specification Print Name Ban] Krys[ofak,P E Drawn •environmental Blaine,MN 55014 oireportwaspreparedbymeorundermy ' THE ROYAL GOLF CLUB AT LAKE ELMO • •engineering Phone: (763)489-7900 directsupervisi and that Iamaduly Signature: Designed: BJK 11074 Radisson Rd NE SKETCH GRADING PLAN of McCain 'surveying Fax: (763)489-7959 Licensed Professional Engineer under Blaine, MN 55449 Lake Elmo, Minnesota 5 ww.carlsonmccain.com the laws of the State of Minnesota Date: 7/15/16 License#:25063 Date: 7/15/16 ts\\nortnztar.iowNinoiakes\PuencUoez�6git-6oao�6o36-rattan Pa1k\md-gin-n9\-6-9-dw9 From: Bonnie Moris To: Stephen Wensman Subject: 20th Street Bike and Walking Path Date: Monday,April 25,2016 6:09:23 PM Good afternoon Stephen, Our neighbors, Mike and Jo Tate have given us your information. We, too, would like to make the request for a path along the south side of 20th Street for all the pedestrian traffic between Manning Trail & Lake Elmo Avenue. We were told that now is the time to discuss this safety consideration with the new Tartan ownership. Thank you for your consideration and help to move this idea forward. Kind regards, Bonnie and Joe Moris 11612 20th Street North Best number for contact: 651-260-6041 P.S. Kindly just jot me a note back so I know you have received. Sent from my iPhone From: Gwen Welch To: Stephen Wensman Subject: Walking/bike path Date: Tuesday,April 26,2016 9:36:23 AM Hi Stephen, With the future Increased traffic on 20th St.N.due to the development of Tarten Park,we would like the developer to consider a walking/biking path on the south side of 20th for the safety of pedestrians going between Manning Trail and Lake Elmo Avenue. Thank you, Bob and Gwen Welch From: Jim Burns To: Stephen Wensman Subject: Walking path along 20th Street Date: Monday,April 25,2016 10:14:08 AM Hello, We have lived on 20th St.Ct.N.for over 40 years. We have always wished for better walkingibiking conditions along 20th Street. When our boys were young,it was some time before we allowed them to ride their bikes to friends'homes on Legion Avenue,and even then,I watched from the end of our street until they were safely around the corner on Legion. We walk with our grandchildren down to our shared lake frontage during the summer. Each time 20th Street was repaved,we hoped for a paved shoulder. Now,with the purchase and anticipated construction of new homes on the former Tartan Park property, might be the time to consider a walking path along 20th St.,with the new owners perhaps funding it. We have been chatting about this possibility with neighbors,including Mike Tate and Chris and Karen Cook,and we agree that with the already heavy walking and jogging use of 20th St.and most likely,greater use in the future, that a walking path would be a wonderful safety feature in this area.We hope that the planning department and planning commission will look into this. Thank you for your attention to this matter. Beth and Jim Burns Sent from my iPad From: Karen Cook To: Stephen Wensman Subject: Biking/walking path along 20th St Date: Tuesday,April 26,2016 9:46:18 PM Dear Steve, I am writing to you in regards to the need for a biking/walking path along 20th Street in Lake Elmo, I have lived on this street for the past 25 years and it has amazed me that the street has no shoulder, is hilly, and the speed limit is 45 MPH. My husband, three young daughters, dog, and I have walked, run and biked on this street, but always with the danger of being hit by a motorist. Many motorists would move into the opposite lane to allow us space,but with the hills on that road, the chance of a head on collision are great. Now we live here with young grandchildren, and the same safety issues are present. With the sale of Tartan Park to Arnold Palmer and Annika Sorenstam, it seems like prime time to request a biking/walking path along 20th Street(and along Lake Elmo Ave South of 20th and also along Manning Trail) so that we can keep people safe that are walking/biking along those roads. With the development of the park and the addition of 350 homes, the traffic is only going to increase along these roads. Please consider this biking/walking path for the safety of our residents as you proceed with city planning. Thank you. Sincerely, Karen Cook From: Mike Tate To: Stephen Wensman Cc: Bonnie Moris;Jo Tate Subject: Walking/Bike path on 20th Date: Monday,April 25,2016 3:59:34 PM Hi Stephen. I am following up our visit at your office earlier this spring with our request for a path along the south side of 20th Street for all the pedestrian traffic between Manning Trail&Lake Elmo Avenue. You had mentioned now is the time to discuss this safety consideration with the new Tartan ownership.It is already an"adventure"running,walking,&biking on this street. Thank you for moving this idea forward. Mike and Jo Tate Sent from my Whone C> For the best experience, open this PDF portfolio in Acrobat X or Adobe Reader X, or later. Get Adobe Reader Now!