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HomeMy WebLinkAboutPRCAgenda_04Feb9City of Falcon Heights PARK COMMISION AGENDA City Hall Conference Room Monday, February 9, 2004 7:00 PM Denise Deen_ Patrick Dolan_ Jim Evans_ Chuck Long_ Staff Bill Maertz_ Staff Ann Davy_ City Council Representative Laura Kuettel_ 1. Approval of January Minutes 2. Approval of Agenda 3. Introduction of Recreation Coordinator Ann Davy 4. Directors report a) Final plan and engineers estimate for Curtiss Field improvements b) MN/DoT funding c) Falcon Heights Elementary School recreation agreement d) Community Park lease 5. Adjournment ATTACHMENTS: ^ Curtiss Field plan set ^ Engineers estimate for Curtiss Field ^ MN/DoT letter • • Minutes City of Falcon Heights, Park and Recreation Commission Meeting January 12, 2004 7:00 PM Meeting Chair. Chuck Long Minutes By: Bill Maertz Present: Denise Deen, Patrick Dolan, Jim Evans, Chuck Long, Bill Maertz, Laura Kuettel 1. Approval of agenda -agenda approved unanimously 2. Call to order 3. Election of chair for 2004 -Chuck Long was nominated and elected chair for 2004 4. Review of 2003 accomplishments - a. Completed plans for Curtiss Field improvements. b. Worked with the Capital Region Watershed and the developer of the SE corner to reduce water flow from that site to Curtiss Field by 72% c. Awarded grant of $54,000 from DNR to improve the Trolley Path. Held 4 public meetings to work on neighborhood approval of improvements. d. Reduced recreation program expenditures by 23% while increasing participation. e. Provided recreation scholarships for 22 children with funds raised by the Falcon Heights Friends of the Parks Fund. f. Held two successful, well attended community events. g. Installed ADA compliant surface at Grove Park. h. Received a $3,000 donation from the Falcon Heights Lions Club for the installation of a new playground structure that will be installed in spring of 2004 • i. Initiated a new field use policy that recovers costs of field use by large tournaments. j. Participated in preliminary discussions with Falcon Heights Elementary School over • collaborative efforts to enhance recreation facilities at the school. Items discussed include a new playground with a creative play element and a hockey rink. 5. Recreation Coordinator search -Maertz stated that there were 26 applicants and 6 people were interviewed. Staffwas prepared to make a job offer to Ann Davy. 6. Trolley Path -Maertz reviewed the design criteria that emerged from neighborhood meetings. Kestrel Design Group is using the feedback from those meetings to develop a design concept that can be presented to the Grove Association. Deen suggested that the design be presented to the Trolley Path group before it is presented to the Grove Association. 7. Falcon Heights Elementary School: recreation agreement -Maertz stated that the school is seeking a financial commitment from the City towards a new playground and that the City wanted to enter irrto a recreation agreement with the school in order to expand recreational opportunities in the NE quadrant of Falcon Heights. 8. Dead of Winter Event at Community Park scheduled for Feb 8 from 1:00 Pm to 4:00 PM. 9. Goal Setting for 2004 a. Complete Curtiss Field improvements b. Resolve lease at Community Park c. Move forward with getting approval for Trolley Path construction d. Investigate recreation opportunities at Falcon Heights Elementary School • e. Continue fundraising efforts for Falcon Heights Friends of the Parks • Meeting ended at 8:00 PM Minutes respectfully submitted by Bill Maertz. If there are any corrections or additions please contact Bill Maertz at 651-644-5050 or a-mail him at bmaertz e,ci.falcon- hei~hts.mn.us. • • ENGINEERS ESTIMATE FOR: CURTISS FIELD PARK POND CITY OF FALCON HEIGHTS, MINNESOTA January 20, 2004 ......... '•IT ............. ..................................................... .......... ............... ................ ............... '. b's' €~Isl ~'~ ~~`:~~~': ~ ~~I'i`EIN':~`: CI~IT'~ ' . ~"#`.' C ~ :':~ ~'. ~~1~` ......: .......:....... ...................................... ......:............. .......... ..........................:.. .............4............ ............................. SCHEDULE 1.0 REMOVALS 1 2021.501 MOBILIZATION LS $37,000.00 1.00 $37,000.00 2 2101.502 CLEARING TREE > 4" DIAMETER TREE $75.00 116.00 $8,700.00 3 2101.507 GRUBBING TREE > 4" DIAMETER TREE $75.00 116.00 $8,700.00 4 2104.501 REMOVE CONCRETE CURB AND GUTTER LF $3.50 355.00 $1,242.50 5 2104.501 REMOVE 12" CMP LF $6.00 85.00 $510.00 6 2104.501 REMOVE 15" CMP LF $7.00 135.00 $945.00 7 2104.501 REMOVE 24"CMP LF $8.00 140.00 $1,120.00 8 2104.501 REMOVE 36" RCP LF $15.00 24.00 $360.00 9 2104.501 REMOVE CHAIN LINK FENCE LF $7.00 1,355.00 $9,485.00 10 2104.501 REMOVE WATERMAIN LF $8.00 265.00 $2,120.00 11 2104.503 REMOVE CONCRETE PAVEMENT and SIDEWALK SY $9.00 430.00 $3,870.00 12 2104.505 REMOVE BITUMINOUS PAVEMENT (FULL DEPTH) SY $6.00 2,265.00 $13,590.00 13 2104.509 REMOVE CONCRETE DRAINAGE STRUCTURE EA $200.00 6.00 $1,200.00 14 2104.523 REMOVE BENCH EA $75.00 3.00 $225.00 15 2104.523 REMOVE BASKETBALL HOOP EA $200.00 1.00 $200.00 16 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF $3.00 40.00 $120.00 17 2104.523 SALVAGE SIGN EA $60.00 2.00 $120.00 18 2104.523 SALVAGE 36" RC FLARED END SECTION EA $100.00 1.00 $100.00 19 2104.525 ABANDON 12" CMP LF $20.00 43.00 $860.00 20 2232.501 MILLING ASPHALT PAVEMENT SY $7.00 36.00 $252.00 21 2104.511 SAWING CONCRETE PAVEMENT LF $6.00 42.00 $252.00 T SCHEDULE 1 .0 REMOVALS TOTALS $90,971.50 • SCHEDULE 2.0 STOR M SEWER 22 2501.515 12" RC PIPE APRON W/TRASH GUARD EA $850.00 1.00 $850.00 23 2501.515 15" RC PIPE APRON W/TRASH GUARD EA $1,000.00 1.00 $1,000.00 24 2501.515 30" RC PIPE APRON W/TRASH GUARD EA $2,000.00 1.00 $2,000.00 25 2503.541 12" RC PIPE SEWER DESIGN 3006 CL V LF $25.00 50.00 $1,250.00 26 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LF $30.00 152.00 $4,560.00 27 2503.541 24" RC PIPE SEWER DESIGN 3006 CL III LF $40.00 139.00 $5,560.00 28 2503.541 27" RC PIPE SEWER DESIGN 3006 CL III LF $45.00 30.00 $1,350.00 29 2503.541 30" RC PIPE SEWER DESIGN 3006 CL III LF $50.00 106.00 $5,300.00 30 2503.602 CONNECT TO EXISTING STORM SEWER EA $500.00 1.00 $500.00 31 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 48" EA $1,800.00 4.00 $7,200.00 32 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 27" EA $1,250.00 2.00 $2,500.00 33 2511.501 CLASS III RANDOM RIP RAP CY $60.00 60.00 $3,600.00 34 2550.602 INSTALL SALVAGED 36"APRON EA $300.00 1.00 $300.00 T SCHEDULE 2.0 STORM SEWER TOTALS $35,970.00 SCHEDULE 3.0 WATERMAIN 35 2504.602 WATER UTILITY HOLE EA $900.00 2.00 $1,800.00 36 2504.603 WATERMAIN TRENCH LF $21.00 285.00 $5,985.00 37 2504.604 WATERMAIN OFFSET TRENCH EA $800.00 2.00 $1,600.00 T SCHEDULE 3.0 WATERMAIN TOTALS $9,385.00 • • • ENGINEERS ESTIMATE FOR: CURTISS FIELD PARK POND CITY O F FALCON H EIGHTS, MINNESOTA January 20, 2004 SCHEDULE 4.0 GRADING AND PAVEMENTS 38 2105.501 COMMON EXCAVATION (P) CY $4.00 4,800.00 $19,200.00 39 2105.501 ADDITIONAL POND EXCAVATIION (P) CY $5.00 732.00 $3,660.00 40 2105.522 SELECT GRANULAR BORROW (CV) (P) CY $10.00 732.00 $7,320.00 41 2211.501 CLASS 5 AGGREGATE BASE TN $15.00 900.00 $13,500.00 42 2360.501 TYPE LV WEARING COURSE MIXTURE TN $58.00 110.00 $6,380.00 43 2360.502 TYPE LV NON-WEARING COURSE MIXTURE TN $58.00 140.00 $8,120.00 44 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 70.00 $350.00 2" BITUMINOUS PAVEMENT BASKETBALL COURT 45 2360.501 TYPE LV WEARING COURSE MIXTURE TN $65.00 22.00 $1,430.00 46 2521.501 4" CONCRETE WALK SF $4.00 10,350.00 $41,400.00 47 2521.501 6" CONCRETE DRIVEWAY PAVEMENT SY $35.00 63.00 $2,205.00 PEDESTRIAN CURB RAMP EA $300.00 5.00 $1,500.00 48 2531.501 CONCRETE CURB AND GUTTER DES. 66-18 LF $12.00 520.00 $6,240.00 49 SPEC PROCTOR TESTING LS $200.00 1.00 $200.00 50 SPEC CLASS 5 GRADATION LS $220.00 1.00 $220.00 51 SPEC DENSITY TEST LS $200.00 1.00 $200.00 52 SPEC CONCRETE TEST LS $600.00 1.00 $600.00 53 SPEC BITUMINOUS CORE DENSITY TESTING LS $300.00 1.00 $300.00 T SCHEDULE 4 .0 GRADING AND PAVEMENTS TOTALS $112,825.00 SCHEDULE 5.0 PARK APPURTENANCES 54 2100.601 GAZEBO EA $11,000.00 1 $11,000.00 55 2100.602 PAINT GAZEBO LS $3,000.00 1 $3,000.00 56 2540.602 BENCH EA $1,000.00 7 $7,000.00 57 2540.602 WASTE RECEPTACLE EA $1,000.00 2 $2,000.00 58 2557.603 VINYL COATED CHAIN LINK FENCE LF $20.00 .340 $6,800.00 59 2557.603 ORNAMENTAL FENCE DESIGN SPECIAL LF $30.00 170 $5,100.00 60 2540.602 PARK SIGNS LS $5,000.00 1 $5,000.00 61 2545.501 GAZEBO LIGHTING LS $6,000.00 1 $6,000.00 T SCHEDULE 5. 0 PARK APPURTENANCES TOTALS $45,900.00 SCHEDULE 6.0 LANDSCAPE PLANTING 62 2105.505 AMENDED SOIL CY $60.00 101.64 $6,098.40 63 2105.525 SELECT TOPSOIL BORROW (P) CY $20.00 350.00 $7,000.00 64 2571.602 TREES OVERSTORY (LARGE CAL.) EACH $750.00 6.00 $4,500.00 65 2571.602 DECIDUOUS SHADE TREES EACH $400.00 9.00 $3,600.00 66 2571.602 EVERGREEN TREES EACH $400.00 8.00 $3,200.00 67 2571.602 DECIDUOUS ORNAMENTAL TREES EACH $300.00 46.00 $13,800.00 68 2571.602 DECIDUOUS SHRUBS EACH $35.00 109.00 $3,815.00 69 2571.602 PERENNIALS EACH $15.00 701.00 $10,515.00 70 2571.602 GRASSES EACH $15.00 26.00 $390.00 71 2575.501 HYDROSEED (Mn/DOT 260) ACRE $3,000.00 0.60 $1,800.00 72 2575.502 MARSH SITE MIX LB $200.00 7.50 $1,500.00 73 2575.502 WETTER SITE SED MIX LB $200.00 3.50 $700.00 74 2575.502 MARSH WETTER SITE MIX LB $200.00 1.00 $200.00 CATEGORY 3 EROSION CONTROLL BLANKET 75 3885.501 (INCLUDES MAINTENANCE) SY $1.35 4,200.00 $5,670.00 76 2575.505 SOD (3' WIDE ALONG NEW SIDEWALK) SY $4.00 667.00 $2,668.00 T SCHEDULE 6.0 LANDSCAPE PLANTING TOTAL $65,456.40 • ENGINEERS ESTIMATE FOR: CURTISS FIELD PARK POND • CITY OF FALCON HEIGHTS, MINNESOTA January 20, 2004 ................. ~~~C~&T T SCHEDULE 1.0 REMOVALS TOTAL $90,971.50 T SCHEDULE 2.0 STORM SEWER TOTAL $35,970.00 T SCHEDULE 3.0 WATERMAIN TOTAL $9,385.00 T SCHEDULE 4.0 GRADING AND PAVEMENTS TOTAL $112,825.00 T SCHEDULE 5.0 PARK APPURTENANCES TOTAL $45,900.00 T SCHEDULE 6.0 LANDSCAPE PLANTING TOTAL $65,456.40 CONTINGENCY 10% $36,050.79 TOTAL CONSTRUCTION COST $396,558.69 • • ~`"eso~ ~° ~' • Minnesota Department of Transportation Metro District Office of State Aid 1500 West County Road B2 Roseville, MN 55113-3174 January 9, 2004 Ms. Heather Worthington City Administrator 2077 Larpenteur Avenue W. Falcon Heights, MN 55113-5551 RE: Request for Cooperative Agreement Funding TH 51 @ Idaho Ave. storm pond improvements In the City of Falcon Heights Dear Ms. Worthington: Office Tel: 651-582-1661 Office Fax: 651-582-1368 E-mail: mike.kowski@dot.state.mn.us I am writing to inform you of the decision reached January 8, 2004 by the Fiscal Year (FY) 2005 1Vlunicipal Agreement Program Selection Committee regarding the above referenced project. After considering the 30 candidates submitted for inclusion in the FY 2005 Program, the Selection Committee has decided to grant your request for funding up to a maximum • contribution by Mn/DOT of $54.000 (this includes $4,000 for use toward Construction Engineering & Inspection). This is the maximum amount of Mn/DOT Cooperative Agreement funding available for this project and it is available. only for use. on pond construction items that can be justified in accordance with the Mn/DOT Cost Participation Policy. If the cost of eligible items falls below this maximum amount the funds awarded will be reduced to match the cost of the eligible items. For a description of eligible items please refer to the Mn/DOT Cost Participation Policy. This policy can be viewed at: httn://www.dot.state.mn.us/metro/stateaid/ /dsl 1 pdf To receive the funds, this project must be let by June 30th 2005. After that date the money becomes unavailable. As a condition of the Municipal Agreement Program it is the responsibility of the local government agency to develop a complete set of construction plans & specifications for the project as well as acquiring any Right-of--Way necessary to construct the job. Pursuant to the acquisition of R/W for this project, the local government agency will be solely responsible for any costs associated with obtaining the property as well as any legal actions resulting from the acquisition of said property. • An equal opportunity employer Ms. Heather Worthington Page 2 January 9, 2004 Before this project can officially become part of the FY 2005 Municipal Agreement Program, I will need to receive a written confirmation from the City of Falcon Heights accepting the tentative funding level as well as the design and R/W conditions. Please return this confirmation to me by February 6, 2004. After receiving your response I will be assigning a specific Project Manager to this job, until that time please direct all comments and questions to me. Sincerely, ,.: ~~. Michael P. Kowski, P.E. Cooperative Agreement Engineer cc: Bob frown, Mn/DOT-Metro State Aid Frank Pafko, Mn/DOT-Area Manager Bill Maerts, City of Falcon Heights Terry Maurer, Howard R. Green Company Project File • • ROSEVILLE REVIEW - 2/3/04 : '~ . ., . f'c~.al art ~n dra'~ ~~~u ~. Park -and Recreation department summarizes a solid year in Falcon Heights Stephanie Ariganello staff writer If only it were as sim- ple as pouring in some Drano. The Curtiss Field Park pond improvements were discussed once again at the Falcon Heights City Council meeting Jan. 28. There will be no more puddling in the park, thanks, in part, to the Minnesota Department of Transportation. Falcon Heights was awarded a maximum of $54,000 from MnDOT for drainage improvements to the park's infiltration pond. According to MnDOT's Cooperative Agreement Engineer Michael Kowski, `30 candidates submitted proposals to the Munici- pal Agreement Program for 2005 projects. Falcon Heights was selected and allotted the maximum amount. The money can only be used on pond construction and`items'in accordance with the improvements. Bill Maertz, director of Parks and Public Works, noted in a memo that "as a condition of the Munic- ipal Agreement Program, it is the responsibility of Falcon Heights to develop a complete set of plans and specifications for the project, as well as acquire ,.any right of way needed to construct the job." Fal- con Heights is in control of the land needed for the improvements, which inc~u'de .closing off a street entrance. Flooding in the park ' prompted the considera- tion of an.improvement .project starting in 2002. The infiltration pond cur- see ®rainage on page 3 • ~~~~~~~ and Southeast comer devel- Following the presentation larger volume flow to Curtiss ' of the grant money, Maertz outlined the 2003 Parks and Recreation accomplishments in Falcon Heights. Number one was the completion of the plans for the Curtiss improvements. The second highlight on the list was the reduction of water flow to Curtiss Field by 72 percent. Falcon Heights worked with the Capital Region Watershed e e o ~ntinued from.page.,'1.: . q #~enfly on the site becomes Flogged. with leaves from maturing trees and "other' debris. The plans for the improvements were finalized in. 2003. In order to retain 'the grant money, the project must be "started by June 30, 2005. opera Sherman and Associ- ates to reduce runoff to the park. One means of accom- plishing, this was by provid- ing more ground. around the new development to absorb water. The previous-strip ' mall on the corner of .Lar- penteur and Snelling. ; avenues, often described as "one big parking lot," did not allow much runoff to seep in, contributing .to a Field. During 2003, the program also •cut expenditures by 23 ; percent, while .increasing participation. The Falcon Heights Park and Recreations Department also provided 22.recreation scholarships for children: The funds were raised through the Falcon Heights Friends of the Park group. MINNESOTA DEPARTMENT OF TRANSPORTATION CITY OF FALCON HEIGHTS CURTIS FIELD PARK POND IMPROVEMENTS (TH 51 AT IDAHO AVE. STORM POND IMPROVEMENTS) C E R T I F I C A T I O N I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAI I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER ~/ THE LAWS OF THE STATE OF MINNESOTA. ~I ICINITY MAP S FI ~ F 7' ~ lu ~1 c Y SIGNATURE DATE PRINTED NAME TERRY J. MAURER LIL.NO. 15}i6 RECOAMENOED FOR APPROVAL DATE BILL MAERTZ CITY OF FALCON HEIGHTS PARKS/PUBLIC WORKS DIRECTOR 1 HEREBY CERTIFY THAT SHEETS 12-13 OF THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS Of THE STATE OF MINNESOTA. SIGNATURE DATE _ PRINTED NAME ROD THAYER UGNO. I HEREBY CERTIFY THAT SHEETS 7-11 OF THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE DATE PRINTED NAME ,AM HARRAVGH LIC.NO. ----- RECOMMENDED FOR APPROVAL DATE METRO DINSION TRANSPORTATION ENGINEER RECOMMENDED FOR APPROVAL DATE METRO DIVISION MATERIALS ENGINEER RECOMMENDED FOR APPROVAL DATE METRO DIVISION HYDRAULICS ENGINEER RECOMMENDED FOR APPROVAL GATE METRO DIVISION TRAFFIC ENGINEER RECOMMENDED FOR APPROVAL DATE STATE PRE-LETTING ENGINEER E A N E APE NO L 3 MINNESOTA STATE F GROUNDS PHO.~CT I.OCA7K7N WC ~ ~I '~' I ®~' a T 1 COVER SHEET 2' ROMOVAL PLAN } GRADING PLAN 4 SITE PLAN 5 PARKING LOT AND SHELLING SER. OR. DETAILS 6 STORM SEWER ANO WATERMAIN DETAILS 7 -11 LANDSCAPE PLAN 12 -13 ELECTRICAL. PLAN 14 -16 DETAILS THIS PUN CONTAINS 16 TOTAL SHEETS GOVERNING SPECIFICATIONS THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIfl CATION FOR CONSTRUCTION SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE 2001 MN MUTCD. AGREEMENT N0.______ CITY OF FALCON HEIGHTS OFFICE OE LAND MANAGEMENT APPROVAL GATE S.P. __________ DIRECTOR, LAND MANAGEMENT ,~ STATE FUNDS ~~ NE iRO DISTRICT APPROVED DATE Green Company Howard R STATE DESIGN ENGINEER . NtE 2550 VrvtVER51tt AVENUE W. SUITE a00 N. St. PAUL. MINNNESOTq SSt to (65t) 6aa-a389 t-BD8-638-x389 FAZ (66t) 6aa-9a66 ntfp:\\www.nrgreen,cpm CEDAR RAPIDS. Iq OES MOINES. IA IOwA CITY, IA MOIINE, IL SIOUX FALLS, SD 6t. 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A' PROTECT F3.ILYGR,WND REMOVE ASPHALT P MENT EQUIPMENT AND GRAVEL a s.n: REMOVE BA KETBALL HOOP ; •' ~, ~ ', REMOVE 274 LF-CMP ,~! F I 9' "' C TREE REMOVE DRAINAGE STR CTURE$ ~ , ~, t ( ~ - REMOVE SIGN 2 _ RE~10VE BI HINDUS PAVEM_ENL' ~% ~` m p..~ ~ 7 _ _ _ _, u.ec. it~ _____ ~r "' ABANDON - \ 63 LF-12r CMP REMOVE BS Lf - 12' CMP REMOVE BENCH t ~ u~nu _ REMOVE eE ~ Msml p°~r:sJ w >9 r ~ ~ - n ( e, l e} K D.w~ ' N~ I nJ en nel SAVE TREE$ ^ ~ ~ REMOVE DRAINAGE STRUCTURES ~ ~ ~ , I , i , REMOVE DRAINAGE STRUCTURES REMOVE FERCE SAVE TRE~ ,' ~,r ~ , ~ ' _ REMOVE ASPHALT PAVEMENT 1` .. 11 , - '-• SAVE TREE$ _ __ _____ ~ REMOVE J20 LF CONCRETE . ~ '•... • _._ _ _ _________ _ _____ _ _ _ ____ ____ ____ - - ___ _ CURB & GUTTER ____ _______ __ ,"_ '. `- '_~ ______________. _ ,' _ ___ - -" ;-___(E~____ _ __________- -.-,_- •:.:..• ____ _ _ _ ____ __, __ ~- flEM CONCRE I WA lK O REMOVE SHELf_ LINE, .# R _.: p.~ ~ . DRIVEWAY PAVEMENT AND - D REMOVE CONCRETE _ -'~-_ ~'._.... ~ ~. C C Tl'I ~ PROTECT HYDRANT _ -„ Z _ X CLEAR Q GRUB TREE Z j As ~ REMOVE FENCE (_ mj Arseo 9 ,,_W rs , ' - I us ~er cERrcr ,wet eras ttu,, zaEaEKeliou, oR REwR+ 2550 UNrvER$Itt gvENUE W SUITE NOIXJ DESIGNED BY:OESIGNED BY pRaWN BT: RKM We EReRED Ar uE a xuDER xr OiNECt SWERx9oN an0 Si. PgUL MINNESOTA 55114 D aROrESSOau EuuxfER I.NDER (fi51) fiaN-N}B9 APPROVED Br:APPRrncD ar ,x>e NuMeER atlsla mituws of 01`RErsit`,R a ra..ESpu, CURTIS FIELD POND REMOVALS PLAN cqD DgTE: ErBruar Dz zppN I:I r}I o.m. NRE D ~ CffY OF FALCON HEIGHTS CAD PLE: 8 550JB \0~5\C\CT-Lp} pWG (RMONJfgI\C\CT-LO} pWG (RMONJfgI a a ~ERR~ J MgpRER IBSIfi Howard R Green Company -- ---- - ---- -- -- --- -------- s.r.H. s~ & its --------- - ~. D '--- __ ~ -- - - - a s.D __ ~_ \ ---------_, -'--_ ,"`-__~~-'--_„_ TRASH RECEPTACLE I SEE TURN-A-ROUND © PROPO$ED~EN6H ----- - ~ - -- - - - ~~-'- ~_ _-_--- _ ~ ~ _ SNELUNG AVENUE ~~ ~ ~ ~_ ~~= ~- ._ - _ _- _ _ ~_ __ _ _ RIGHT OF WAY _____ DETAIL ON SHEET 5~ _._-- 0 ~ _ ___- _ - _`_ ~ -sa}, c _ , - ~_smwm:Aymmla______--- _- __ ., ....:~~. ....-.. .:.<..~~~-; .`. < ____ -_ _~_-`444 -__ < < < < r ~ 6¢ ~-~ _ ~ ~ _ ~x T'~~~ 0 p CONCRETE PEDESTRIAN < .:~. _ _ _-_______ _ _ \ ... _ _ _ ~ ~_ RAMP _ r _ ~a 9 ~~~;•~. •,.. ,~_,~~___ ~ _~_,_ __ _- ______ ________-__ - _________ _--_ ~ 99.7 O '.: .:~.S :J _:~'::. ~:. !:: .. .. - - __' __ _____ _- _ "' 9 X6'9 `~ ' ~/~ / ~$'4 ~ 999 ti FES 3~ ___ __-_____-___:___: __::: -__ - __~__ -_ ~ 953, ~ l.i PROPOSED BENCH ~ _______________ _____ ________ ~~_,99•jp i2, \\~`~ •~ /' ~ RIP RAPCLIII IB.} CY CLI --_____ _ __-_, 9zzg8 RIP RAP ~ 92fi JJ_ `_~~~ "~ ~y ,~ ~ , .' ~ ;' ~ ' '~~ ••• ••~•••• SEE INTERSECTION 5.6 CY CLIII •. . .'~- , j '~ `• - -_- ____ ___ _ _____ ___-_ ,'E9 ;`'~,, •, ••,•\, •~`, ••~1`•• ^ i DETAIL ON SHEET 5. ' _ -- - _ _ - lYF-TRA9FI ~Y'~ ~' III 11 , _ _ _ _____ -_____ -___ ~-----FES-i ____ __ _____ ___ _ ______ _ __'-___ ______{tIP =1{M -_____-_ ,1 I I R ..., ~ •. _ , ,,, s~ __ _____ __ __________ _____ __- _ ECEPTACLE „I = - :. ; ., :..... ,_ .,~ .. .... _ n ..... .. 4~ ~. .. ~ .: .. .,..::' .~ .... _. .. 4 . ~.~ ~ 4 ., I•I ORNAMENTAL '~ ALUMINUM FENCE ~ VIF(YL COATED (GREEN) c:eR. CHAIN LINN FENCE ' 1 ~ I I • I i Io<.-" ~ ° - i ,~ CONNECT TO EXISTING STORM • i ~_ -',' ~.1, ~ -_- _ ~ $ENER WITH 48~ OI A. MANHGLE %~ ~ .' tiT I ~I ~ `x CONCRETE PEDESTRI ~ ~y °~i I ~~ J ~ 7T1 , II .6T ~~ ~~:~ 1 REPLACE ASPHALT fJ RAMP (~ ~ • '.•:i ~ '. PAVEMENT ---ll( .~:' ' .'..ts7?I? ° j.'iV;1... _' ~ PROPOSED EIENCH ::~ T, ., '.,1. \ '~I tt a . f. ~ < PROPOSED BENCH , ..9~T. STMM 2.'~ 3 NEW PARK SIGN _ .0' ~ $~Mk _ _ BY OTHERS CONCRET~,'PEDESTRIAN RAMP - ~• _ I I<, ~,.,. ~ REPLACE D/w PAVEMENT ^ I AND APRON '$ ~'' MATCH EXISTING ~ ~, .; 4' _ REPLACE SIDEWALK '~~ d CONCRETE SIDEWALK i i I ~f. I T VINYL COATED (GREEN) SEE PARKING l0T DETAIL ___ ~ ~-' li , CHAI LINK FENCE "~ ' OH PAGE 5. .. .' _ _ _ ~ _ . 8 ~ _ _ _ ... ., ~ ~m /ryg .: ___________ _• ._._ .....~•....•:_~T3.;.___ __..~.:..-.-.:;: r ~ STOORM SEWER ANO WATE • .I -~ ~ ,' s,.m.. ~~, `. - as--- "--- ~ ~~.~...'~.~.~.~~ PROFILES ON SHEET 6. 5 ,_ ______ s ~m. CONCRETE PEDESTRIAN 1'' na, ~ RAMP Z Also n :. ~ & m i /~ssa ~., s OEBIGNED Br: DESIGNED er pgAWN BT: RRN ErrnrwlsmD~EVxur aacc xdm[v~ICVx.rA P r A ~B50 UNIVERBITY AVEN ~E w. SUITE aDON Si. PAUL, INNESOTA BBtta vcEr nD. APPROVED BT.4vcgpvEO Br JOB NUMBER el I560J r LI[MS~6 RDEESLWnL d+dM as rxE sr, uIN sore. [x DNDEx E uws -- (651) 6a!-a}B9 `.ins. FOLD ~~ CAD GATE: FebruR~v DZ. ]OOa 1:1 s:za o.m. >u~ n CfTY OF FALCON HEIGHTS SffE PLAN a CAD FILE: 811550)\OWGB\C\CT-CD2.DWG (RMONJE41 , E Doh- Howard R Green Compan 4 N.ME ,ERR. J DgEq y ---------------- - _ o --- .- MILL EXISTING BITUMINOUS ~ :s . 68 cvlcnur. alµµ,,,~, ~~ as - ,. . - • ~ ~• ~ SURFACE 1.5' DEEP % 4' WIDE, ~ ELEV. 940.IT q t L xq q~ ~} STRAIGHT LINE CUT, TACK & _ -__qJ MATCH E%i$TING BITUMINOUS G _______ MILL E%ISPNG BITUMINOUS SURFACE I 5" DEEP x a' WID E fE q4 ~ \ = 0 i1 O •• ~ Z 0 . $7RAIGHT UNE CUT TACK 6: , 1f i , MATCH E%ISTING BITUMINOUS T D~ I = MATCH E%ISTING 4° tl~ I CURB dE GV TTER 9 n ~ I 0 n ~~ ~ ~ ~ • 1 e q~' oNV 'r" • • ° • ~ q .. ) I • ~ . 4E s .a _ _ ________ e II ~ CONCRETE PEDESTRIAN SAWCUT CONCRETE a ~ RAMP I I - o . y I l1 ~ I_ ~ 7 SHELLING AVENUE FRONTAGE ROAD Tl1RN AROUND IDAHO AVENUE AND 5NELLMIG AVENUE FRONTAGE ROAD SERVICE DR NE IMPROVENIENiS CONCRgj'E~ESTRIAN CURB R MP ~ 'tom ~~. - ~ '.y~1o KIG9 •• ->. ~ ' .. "' ~ • I ~ 2 MATCH EXISIING ~ r 'I SS• ' u a CURB CE GUTTER q I cl~ ) SAVE AND MAINTAIN CONCRETE PEDESTRIAN CONCRETE CURB & GUTTER CURB RAMP z • 8616 CUTTER OUT 0 9 tl° V~ ~.! ~EGRADE rpRD AS REQUIRED Surface ~. BETWEEN SIDEWALK AND HILL THAT H-- YARD SLOPES TOWARD SIDEW LK AND PARK CONCRETE PEDESTRIAN CURB RAMP 8618 CURB k GUTTER MATCH EXISTING CURB d[ GUTTER HOUSe J/1$43 MILL E%ISTING BITUMINOUS 1 SURFACE t.5" DEEP x 4' WIDE. °' STRAIGHT LINE CUT. TACK & ~ ' MATCH E%ISRNG BINMINDD$ ° PARKNG LOT IM PROVEMENTS ' DESIGNED BV: DESIGNED BY DRAWN BY: RKM ~ ~ Iwxer aanrv m4T nxs eux EaECFPUrw i w REfevr w45 rMauEO Br of aR UNDER uY dR auE N4 0 4rq S 2550 UNIVERSITY AVENUE w. SUITE aDON ST PAUL. MINNESOTA 5511° ENEEi ND. APPRDKD BY~.4PPRDV£D BY JDB NUMBER 91~55at ° [ Ft i E nErUWR a mFY5T425or RumMEwrwu _ (fi51) 604-4389 r• ~ C~~• ~~ POND PARKING LOT AND SNELLXJG SERVICE DRNE DETAILS aD DAre: E e. D.V Dz zdaN I:IG:za o m ,wRE nA,f CfTY OF FALCON HEIGHTS 5 CAD ME: 81155DJ\DWGS\C\CT-C05.DWL (RMDNJEq IS]I Howard R Green Company TERRY v. M4URER 6 940 -------- FINISHED POND PROFILE 935 ' covER (ASSUMED) 45' BEND R' MIN ELEVATION TOP OF PIPE 930.59 (CONTRACTOR TO VERIFY) 930 -------- 2- INSULATION ~ EFS CUa s~o2mDrrsEr2a \\`\~ 205'-6~ 01P W' 925 RE-ROUTED WATERMAIN AT OVERfiURY WATERMAIN, MAINTAIN ~ WEST ENO OF PROPERTY 12~ MINIMVM CLEARANCE 0+00 940 935 930 925 920 940 935 930 925 920 93200 940 935 930 92. 925 920 931.00 1+00 INV. 926.85 940 935 930 MV 931.00 925 N wi N n 920 2+00 -~~-- ---- -- 940 ' COVER (ASSUMED) 935 45' BEND - --_--- 930 925 3+00 fracture Number Stolion Structure T 'e Structure Diameter COSling T e Flow Line o Rim Elewtim Invert Elevotion Budd Pipe $ixe Pipe Lmglh Feet To Structure CBI 0 +00 C6 24 % 36 R-3067-V 9]6.62 North 9]3.62 J.00 15 66 6TNH 2 STMH 2 0 + 66 5T MH 48 R - 1733 9}B.JO North Wesl 93263 3.57 TS 66 FES t South 932.73 FE51 I+52 FES IS' 931.00 North Wast 9]1,00 CfiMH J 0+00 C8 MH 48 R-17]3-1 942.31 South 934.90 6.41 24 139 CBMH 4 CBMH 4 1 + }g Ce MH 48 R-3067-v 939.25 North East South 938.60 9}3.02 6.2J 27 30 CBMM 5 North 9]3.22 CBMH 5 1 + 69 CR NH 46 R-3067-V 939.34 Souln 932,52 6.82 30 106 FES 2 North 932.72 FES 2 Z + 75 FES 70' 9}1.00 West 931.DD FES 3 0 + S6 FES 36 926.65 EAST 926.65 CB 6 0+00 CB 24 % 36 R-3067-V 938.66 North 934.43 4.J2 15 50 FES 4 FES 4 0 + SD FES 15' 932.00 South 932.00 i-'~'- 106 IF-30• RCP gJll O 1.435 RIAh939.26 139 LF-24• RCP 1381 O 1.9376 Y I.omc p33 22 S 933.02 5 NE s - Br ~nrr rxAr rxis a.x, wECnunaA a xEVCar 2550 UNIVER51TV AVENUE W. SVIiE 400N DESIGNED Br: DE91GNFp Br DRAWN Br: ___ Br wE oa xxpEa Mr OWEC suttnNSau AxD ST. PgDL, MNNESOiA SSII+ APPROVED BY:gPGRDVED Br JOB NUMBE9 fii ISSOJ uM OE rxE 5 A2x a` aaarE69W FxaxEFa NMEa (651) fia6-189 u~w.csor.. ~ CURTIS RELD POND cnD DAre: aa~Rer .TD. zoa4 ~:56:4a P.m STORM SEWER AND WATERMAM DETNLS Cq0 FILE: 611550)\DWGS\C\CT-V05 OWG (RMONJEA7 •rDaE °n1F FALCON HEI~-fTS C ,„MRD x.,E ,EHar . E,~„„ ,53,6 Howard R Green Company V LEGEND i ' '®i ar i O 0 i a~2a MARSH SEED MI% WETTER SITE SEED MIX 50%MARSH/50% WETTER SEED MIX GROUNOCOVER PLANTING PERENNIAL PLANTING ORNAMENTAL GRASS DECIDUOUS SHRUB SHADE TREE EVERGREEN TREE ORNAMENTAL TREE GENERAL NOTES LANDSGAPEIMPROVEMENTS (L SERIES SHEETS) I . UNDERGROUND UPUTIES: PIELD LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR INSTALLATION OF SITE IMPROVEMENTS. IF A CONFLICT E%ISTS BETWEEN PROPOSED SITE IMPROVEMENTS AND E%ISITNG OR PROPOSED IfTIUTIES, IMMEDIATELY ADVISE THE OWNERS REPRESEMATIVE. 2. MASTER PlAN75CHEDULE: ALL PIAM MATERIALS ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE I$ A CONPUCi BEPNEEN THE QUANTITIES SHOWN ON THE DRAWING AND THE QUANTITIES SHOWN IN THE PIANi SCHEDULE, THE PUNT OVANTRIES SHALL PREVAIL. 3. PLANING LAYOUT: STAKE ALL TREE PLANT PIT LOCATIONS AND THE PERIMETER OF SHRUB BEDS AND OBTAIN APPROVAL OP THE OWNERS REPRESENTATIVE PRIORTO EXCAVATION OF PLANT PITS AND PLANT BEDS. 4. SHRUB GROUPINGS SHALL BE PLANTED AND MULCHED IN ONE CONTINUOUSLY MULCHED BED EXTENDING 24 INCHES OUT PROM CENTER OP SHRU8IN ALL DIRECTIONS. BED SHALL BE VERTICALLY SOIL EDGED TO A DEPTH OF 6 INCHES. TREES SHALL BE MULCHED TO 361NCHE5 FROM TRUNK IN ALL DIRECTIONS. 5. SEEDING: SEED ALL AREAS DISTURBED POT CONSTRUCTION WITH MNDOT SEED MIX 260, UNLE53 NOTED OTHERWISE. 6. THE POND AND EMBANKMENTS ALONG THE NORTH AND EAST SIDES OF THE PARK SHALL BE SEEDED AND COVERED WITH NPE III EROSION CONTROL BLANKET. 7. ALL SEEDED AREAS NOT COVERED WITH EROSION CONTROL BLANKET SHALL BE MULCHED WITH TYPE I MULCH AND DISC ANCHORED. SOD: PEACE 3' OF SOD ALONG EACH SIDE OF NEW SIDE WALK. CUT IN EDGE OF 500 50 THAT FINISH GRADE OF 500 AND SEEDED AREAS ARE EQUAL. PLACE 4' OF 500 BETWEEN SIDEWALK AND CURB ALONG W. IDAHO AVENUE SDD ALL DISTURBED AREAS BETWEEN SIDEWALK AND $NELUNG AVENUE ON WEST 510E OF POND DESIGNED Bv: ~R ORavm Bv: ,1N w qEa er uEiax ~ruER ur~pR~E<r49~En[gMVpl µo swN oE5[xivmtrl 2550 uNIVER511' nv[NU[ w. SUR[ aODu Im~a~ nu R a uwwESOtn Bn2aE nacxlE ST. nuL MINNESOta 5511 / ~ sKfT aa' aPPRON£D BY:NS ,q8 NUMBER BI 1550.1 Fq iM uws aE iwE SiniF 1651)6941309 CNgT cI.S RELD POND 7 caD DarE: fg5ru9rv az zoaa 11:3x:1 s a m. r' LANDSCAPE PLAN Lao PLE: 811550.1\DWGS\L\UNDSCnPEOI.DwC fRNON E ~~ a[nP[ NB. HOw2rd R. Green Company FALCON ~~L~T$ 2-MS 3-BN 30-Ri1 O°°°O °° 9-SN - - - -°~°°°°°~°- - AJ 70 7-IV 5-MI \II/ _ ~ 9 SS ~-~~ / 5-SB 40-LP / / / / 7-MB / / / / / / / . °oo / / / / °o°o o°o / / / / / o°o°o°o o°o° 7-IV 000000000000°00 / / / / / - °°oo°o°° ° ° ° 50 P / / / / 7-S °o°oDO°o°o° / _-_- -_ . o ° o°o° -EP / / / / / / / - - - - - ° °°°° 7-SS / // // // / ------- 2-MB / / / --- ------------- -- 3-EP I-SS // / / ---------------- I-AR / // / /--------------- / / / LEGEND MARSFt SEED MIX ® wETTEP. SITE SEED MI% ''®' S0%MARSN/5090 WETTER SEED MIX GROUNOCOVER PfAMING PERENNIAL PLANLING ORNAMENTAL GRASS O DECIDUOUS StIRDB 'F SHADE TREE f EVERGREEN TREE O ORNAMENTAL TREE c x m DESICNEO BY: JN DRaNN Br: vN rWS ~ x, v wee n[oier u[iax ux ur o~~iasw a + zss0 uuweRSnY avenue w. suire.DDu 5i. PauL. N~uuespra 55i i< artEi "D APPROVED 8Y:N5 J09 NUUBER BI i350J uxsra tK s*~lELaf uxwESa YAPL "xan Ex ME rtC 16511 6>Ii3B9 CUR71S FIELD POND caD oars: Pxc.xorv Gz. zo os t:az:Dr e.m. LANDSCAPE ENLARGEMENT CaD DIE: 0t 1550)\OWGS\ L\UNDSGAPE02.DW0 (RNON )GN tWE oart Howard R Green C m n FALCON HEIGHTS pa y o -MS I -MS ~E~ENo 3-VD _Sg 5-BA L O A 2-EC M"`~" SEED MIk ~ 9 CV ® WETTER SITE SEED MI% oaoa ° 7-gA 0 Qo 00000 {p 50%MARSH/50%WEfTER r 'l'~' ~ ' SEED MIk o 0 0°000° 00 0 O 0 0 0000000 GROUNDOOVER ° 0 0000 000~a • 00000000 PLANTING O O° 00 ~ 50_ 0000000 -AN 0 0 - ~~ ~~ ° ° ° PERENNIAL ~ PLANTING ° °°°°°°o° ° 10-AM ~_ °°° -PT 9-RI-1 °°°0 • 11Ny~ oRNAMENTAL GRP55 o opoooD ° 5_A ooo° • 000000 00 0 0 °o°°°°°°°oD°°°° 93-EC ° ° - 0 • 000 O 00000 O DECIDUOUS O 5"RU6 0 ° °°°° ° °°° ° °o°g°g°°°°° -~- ° 7-NS ° ° °°°° °°o°o°o°% ° 0000000 + StiADE TREE 3_ 5-SN °°°°g 8-SB 7-SN I-I ~-I I`~ S ~F EVERGREEN TREE - 00 ooo 5-AN °°° 0 O O I -R + ORNAMENTAL TREE O 0 • o°°° 50 A 3-MS / °° o0 / ° / °° / o0 / / / ° / / / / / / / / / 19-I / / 9-HS / / 4 / / / / \ 2-AN / / / / / - - - / / 7-11S / / / - - - - - - - - / - - - - - - / - - - - - / / 3-VD - - - - - - - - - - - - - / / / - - - - - - - - - - - / / -PT ---- / ---------- z / 4-CA ---------------- / ° 5 - - - - - - - - - - - - - - - - / ' DESIGNED BY:JN DRAVm Bv: JN i MREBr CERMr m,i rx15 Nx, znEOnc,n w ~r~~u~EquEr uccx~ enof[snox.urwro ,PE Rwi v~ q 2550 UuwfKSltt gvfNUf w. SUrtf 400N Si. pgUL, Inluuf50iq 551 l4 - 1651)644<3B9 APPROVED RY;NS JOB NUMBER 81 t55W yxDER M uws W iM zigre yE umxEZOi,. ~~ FIELD POND LANDSCAPE ENLARGEA¢Nf cqD D.TE~ ~ ~~ n2 zna ~usr m n FALCON REIGNS Dwc (RMON ~DwcsE~uNDSCnPEm sso + ~x.rvRC R.R E j 9 . cno mE: e J Rm,ER N.,,E .RR,yOx How2rd R. Green Com an P Y OTY KEY 60TANICAL PJAME COMMON NAME sIZE CONn REMARKS 'nECInL101JS SNAnE TREES ~ 4 AR ACER RUBRUM 'NORTHWOOD' NORTHWOOD RED MAPLE 3" CAL. BBB TOLERA NT DROUGHT AND FLOODING, NATNE, STREET 3 BN4 BETULA NIGRA RNER BIRCH 3" CAL. B&B SINGLE STEM, ATTRACTNEBARK, NATNE, MOIST, ST. 6 1 PT AR4 PO PULUS TREMOLO DES ACER RUB RUM 'NO RTHWOOD' ' QUAKWG ASPEN NO R7HWOOD RED MAPLE 3" CAL. 4" C_A L. B&8 B86_ NATNE, WET TOLERANT, FALL COLOR _ __ _ 2 FP4 i FROXINUS PENNSYLVANIA F.G. 'WHREASH'FALL GOLD' !4 CAL !B&B 16' BRANCH HT. ;EVERGREEN BEES ~ ~ ~ 3 PG PINUSGLAUCA WHITESPRUCE 6'HT. B&B NATNE, WETTOLERANT,GOODSCREEN 3 PP PICEA PUNGENS F. GLAUCA COLORADO BLUE SPRUCE 6' HT. B&B TOLERATES DROUGHT AND WET, SCREEN 2 PR PINUS RESINOSA RED/NORWAY PINE 6' HT. B&B NATNE nECInllOlls ORNAMENTAL TREES ~ ~ ~ ~ 14 AC AMELANCHIER CA NAOENSIS SERVICEBERRY 1 1l2" CAL. B&B WHfiE-EXCELLENT FOR SRES W! DRAINAGE PROBLEMS 15 MA MALUS 'A DAMS' ADAMS CRABAPPLE 11/2"CAL. B&B PINK-EXCELLENT RESISTANCE, STREET TREE 17 MS MALUS 'SNOWDRIFT' SNOWDRIFTCRABAPPLE 11/2"CAL. 888 WHRE-EXCELLENT RE ISTANCE,STREETTREE i ;nECrouous SHRUGS I ~ 5 CS CORNUS SERICEA REDOSIER DOGWOOD 5 GAL. CONT. NATNE, FALL COLOR, HIGH WET/DRY TOLERANT 17 CA CORYLUS AMERICANA AMERICAN FILBERT 5 GAL. CONT. NATNE, WET TOLERANT, FALL COLOR 19 EA EUONYMUS ALATA'COMPACTUS' BURNWG BUSH 5 GAL. CONT. SA LT TOLERANCE, FULL SUN, WINTER INTEREST 14 N ILEX VERTICILLATA WINTERBERRY 5 GAL. CONT. NATNE, WETTOLERANT, SHOWY WINTER FRUR 30 SB SPIRAFA X BUMALDA 'A N. WA.' ANTHONY WATERER SPIREA 5 GAL. CONT. ATTRACTNE LONG BL. ROSE-PINK FLOWER, FALL COL. 19 VD VIBURNUM DENTATUM ARROWWOOD VIBURNUM 5 GAL. CONT. GOOD FOR MASSING, HEDGES, HARDY ~ PERENINIALS/ GROIINnCOVERS ~ 20 AM ACHILLEA 'MOONSHIN E' MOO NSHINE YARROW 1 GAL. CONT. PALE YELLOW, DROUGHT RES IS TA NT 70 AJ AJUGA REPTA NS CA RPET BUGLEWEED 1 GAL. CONT. LOW GRO UNDCOV ER, PERSISTENT 27 AN ASTER NOVAE-ANGLIAE NEW ENGLANDASTER 1 GAL. CONT. PINK/PUR. 12 BA BAPTISTA AUSTRALIS BLUE INDIGO 1 GAL. CONT. BLUE FL 19 CV COREOPSIS VERTICILLATA MOONBEAMCOREOPSIS 1 GAL. CONT. BESTEVERBLOOMING-CREAMY YELLOW 30 EP ECHWA CEA PURPUREA PURPLE CONEFLOWER 1 GAL. CONT. MID-SUMMERlFALL PURPLE BLOOM, BUTTERFL~S 155 EC EUONYMUS COLORATUS WINTERCREEPER 1 GAL. CONT. GROUNDCOVER, PERSISTENT PURPLE WINTER 23 HS HEMEROCALLIS XSPECIES DAYLILY 1 GAL. CONT. PURPLE, YELLOW, PINK VARIETIES 30 IS IRIS X SPECIES IRIS 1 GAL. CONT. YELLOW, DRIFTS AND MASSES 40 LP LIA TRIS PY CNOSTA CHYA GAYFEA THER 1 GAL. CONT. PURPLE 19 MB MONARDA BEE BALM BEEBALM 1 GAL. CONT. BRILLIANT DARK PWK 150 PS PHLOXX SPEICIES PHLOX 1 GAL. CONT. GROUNDCOVER/EDGING, WHRE 50 RH RUDB EKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONT. NATNE, YELLOW, DRFTS AND MASSES 100 SA SALVIAARGENTEA SILVER SAGE 1GAL. CONT. FOLWGEACCENT-PAIRW/BL/YELLOWPERENNIIALS 43 SS SEDUMXSPECES SEDUM 1 GAL. CONT. PINK i ( GRASSES 5 MI MISCHA NTHUS SINENSIS SILVER FEA THER_G_RASS_____ ________ CONT. GRACEFUL ARCHING, TO L. DRY AND WET, WINTER INT. 21 SN I SORGHA STRUM NUTA NS I NDIAN GRASS ~ CONT. PAIR WRH RUBEKIA, NA THE sEEn MIXES CONE QT. REMARK MARSN MIX -PORI3s & GRASSES 20 Li3/ ACRE ZO L6/ A *EROM PONn ELEVATIONS 926 (60fTOM) -932.5 WETTER SITE MIX -POR6s & GRASSES 20 L6/ ACRE 20 L6/ A FROM PONn ELEVATIONS 9325 - 936.5 MARSN/ WETTER MIX (50% EA.) __ I - OL6 MESN/ 10 L6 WEffER k,050 PTZ= EPROM PONn ELEVATIONS 936.5 -SEE PLAN SNEET ~ ~ ^ ACRE I ,0 Lf3s EA MIX TOR LIMITS Marsh Site Mix •ASn~,NJFACni~eY bNLxcrtArs~ (800) 291-2143 ORAR~fl1U4L ~~j Nkter Lock Blue Rag Iris V1~ter F~rricck __ Blue Vervain VlhterRantain BOrleSet Bur Marigold GG,A5~5 --- Bur Razd Baltic Ruh ------ Buttartxuh BottlebnuhSedge FalseAster CBrk OeerT Bulrush Rat-topped Aster Fmr Sedge _ IrorrA~eed FrirxJed Sedge Joe Fye Nked F~tem&6'tlsh ------ Marsh Blazirgstar I-bp Sedge Mxtksy Raver Lurid Sedge Rddeds Goldercod Rairie Cxdgrass Rise M~bw Rce Q!t Gass Seebouc SXtstemBulnsh __ S'teezeveed Spike Ruh 9NarrpMllaveed Three-square Ruh Sweet Blackeyed Sean VUbI (3-ass Sweet Rag Wetter Site Mix ~ •AS M4N.-FACTURIDBY ION IXq-l4NGE (800) 291-21430RAFPROV®EQl14L iOX'G'S Nodding Onion Blue Vervain Rairie Blazingstar Boneset 13ddePs Goldenrod CanadaAnerrone RoseMalbw Cream Gentian Saw tooth Sunflower GLp Rant Seedbox EveningRirrrose Sneezeweed False Aster Sw anp Aster Ral-topped Aster SwanpMlkweed Golden Alexanders Sweet Black eyed Susan Great St. John's Nbrt NAId Quinine Great Blue Lobelia , Iromrieed GX'A5~5 Joe Fye Nked ~ __ Big Bluestem _ Marsh Blazingstar VPginia NAId Rye Mountain Mnt Rairie Cordgrass New England Aster Fox Sedge UEBI(kIED BY:JN DRAWN BY: JN ++f qEq vE0 er uET~ vwOEx„urgpEW~F[~ASVOTGgfqH9Nq, •~,q 2550 UuiV[RSUY Avfuu[ w. SUR[ 400u ST. PAUL MINN[SOiA 55 ~ i 4 5„FFT „0. NRRROVEO BT;NS ,q8 NUMBER Bi~S90J wMq TMfEUwsrO~E Bt•q: V~MtmE50<1 cw,CC ~ f65 11 644 4309 `.~~[. ~~ PAD CND OATS: februan oa. xoa L52a0 g.m. MASTER PLANTING SCHEDULE CAO RLE: 911550)\OwGS\ULAU05CME0LOWG (RMON j°"°`ugf 9Nrz FALCON HEIGHTS 10 „.„q NAg9AU6N I-toward R. Green Company s..NE, - ARE°~e'~ ~ ~. siE4 IExCE ro5T CEGF O~TRUR~AS 5 ~~ Hucn w/SVRRONxtt+G sm~ w.R~ TYPICAL SECTI01k DECOUOU9 THEE PLANTNO (B AND B) *REfEwwP, NzxFEOEO AKEEO uutcx ctFS9Pa INVE~9b SNawN. Ew~cIE O~Pnu~ N eE Sum ,/~ StoPE wio sp ~:-.~-VEND SNweFO s gP~~ECME9xiww. eTYPICAL SECTION: DECIDUOUS TREE R' PLANTING ON SLOPE (B AND B) rv~wE qNO wnE COxiPEROUS FREE ~s~ IPI •NO 5mnP5. PS / / x/sWwdMOirG 50tt~E Vp m5 RBU 5 ~ w5 SPECIriEo W.0] T'PICAL SECTUP6 CCPFT3iOlS 7fiEE PUMNf3 (8 AND B) e TYPICAL 8C-0TICFk PHiBIJIAL AW C7RA8S PLANINCI DETAL (CONTAl81 OIiDVYI~q w.m ~R~P R.NLS ~` SfRMS. 2.i NNn. \ stEU PExcE POST ]' pEPix SIaEDUEO xgnOrN00 ~Cx, ns OE~U. x~WNEP N «x ~ .l. uxE of cPwpE sICK BE Ai 5 TYPICAL SECTIOk fbf~OUS Tim PLANTN6 ON w.DB 9Lp'E (B AND eI i x CA~EROAM~P~ BE w OES[RiPnON 2550 UNrv[R51TY nVENUE w. SUrtf 40pN , e RESIGNED BV:Jx DRAWN Bx: JN ,w" µ~~~PRCNtE[* PAU41AIUNE50TA 551ta APPROVED BT: NS JOB NUMBER 8115501 UNDER ixE lgws oP nIE sEA~2 EtXSUmKS • 165i)6a<.g3B9 ~~ LLD POFU CAD OAIE: b Rz zaoa ~ae2a , rNPE nArz s ~ FALCON HEIGHTS LANDSCAPE DETAILS [AD flEE 811550)\OWGS\L\UNOSCAPEOLOWL (RMON ; • ~ ~ F-IOward R. Green Company 1~ ixTED xAUF ARBAU6N uc.Na e TYPICAL 6ECTIOk DECDUCUB BFFNA EED PLAMNO DETAL (CONTANHi QIiCNM) 03 TO Villltt OVERHEAD FEEDER BY UTILRY POLE MOUNTED t9 ~ 1RANSFORMER Mnl T ~ 290/130V SECONDARY J BY CONTMCTOR /2/0 °1 ~, GRWND RING I I I I I I L i rypiFC: Qi NPNISH ANO IrvSTALL LOCAL CIXJ TR0. PANEL (LCP) MTX SERMCE ENTRANCE RATED PANELROARO. URUtt METER SOCI(ET, ANO ELECTRONIC ASTRAL nME CLOCK (TC). SEE OINSON 6 SPECIFICATIONS FOR MORE INFORMAOON. - Z-/2. I-/2N IN I-t/1' C ~GONO SERVICE NEUTRAL i0 GROUND Qi lCP aaE% ~ IOpq 3P ~ - ~---~ 150 fi. ROPf LIGHTS -~°", P I I I I ~OA~ P I Tc 20^tP I e-- SPARE I ~(~ (2)fL00D uCHTS ,~~~> I SPARE L _ J SPARE ]OA~3P I --o MS - SERVCE ENTRANCE RAlEO PANEL80AR0 - 100 =340/120V, 1P, 10_000 AIC _J f/ ~ -- --- ,~ l J"-~ \ ~1, `\ xarFS: Q 120 VAC FLOOq.IGHT, AIMED AT UNDERSIDE OF ROOF 0!1 OPPOSITE SIDE OF GAZEBO AS INDICATED RY ARROw. QQ 120 VAL ROPE UGHT ATTACHED TO GAZEBO SOFFITS AND ROOF SUPPORTS, FURNISH AND INSTALL CAST NEAITIERPROOF BO%ES a5 NEEDED. Q USi WEATHERPROOF JUNCnON BO%. Q 9-/12, 2-/12G IN J/t' C. © 2/0 BARE COPPER GRWNO RING 2t' (MIN.) BELOW FIMSHED GRADE. Q 3-/3. 1-/2N IN UNDERGROUND 1-1/2' C. Q BONG STEEL STRUCTURE TO GROUND RMG WITH /2/0 BARE COPPER IN iW0 PLACES (MIN.). QQ GROUND ROD. ® /2/O BARE COPPER GROUNDING ELECTRODE CONDUCTOR. d GRAVEL PATH AND ErvntarvCE i0 GAZEBO ~~0 ro unurr POWEP POLE DESIGNED Br. RJT ORANN RY: RRM ~ ~VNDL~ o µc*ASVPCRWORSw ~u6 oN oESCmonON 2550 UNIVERSi YPAULN MNNESOiaE 55t~t s'¢r no. ENFiHEDt uoER APPROVED Bv: RJT ,JOB NUURER el 15501 uWt or 1HE 5TA2 a wrmESDn - (631) fist-sJB9 CUFl'f1SS FIELD PARK POND cao DATe. J 20 zoo aJ~zs .nmE u"IL CfTY OF FALCON HEIGHTS ELECiAICAL ONE LME DIAGRAM AND LIGHTING PLAN CAO FlLE: BI 1550)\OWGS\E\Ci-ElEC3.OWG IRMONJEa 5 13 ,EO NAMT OBERT J „~.HMW_ Howard R Green Company ~~. ~I_ J_ // -- O _~ ^{ ~' BEDDING IN ROCK SUITABLE MATERIAL fi" OR I/4 Bc wHICHE VER S LARGER (12' MA%IMUMJ '},f~ SPRING LINE L lg a &.x. ~ ~ , /~ , ! r. ~ Bc/8 WHICHEVER NATURA 5 LARGER GRANULAR BEDDING ~T TYPICAL BEDDING ~ ~^MO~w0. CLASS D PIPE BEDDING GATE BO% BASE i0 REST ON CONCRETE BLOCKS (Mn/DOT 3616) MIN. 4 ABOVE ANO ALONG SIOE OF PIPE OF VALVE ~ COMPACTED SET STANDARD PAVING BACNFIII X COVER BETWEEN FLUSH 0 I/1• BELOW 11/ ~FlNISHED SURFACE H\ DETAIL Of BASE SUPPORT GATE vgLVE MECHMIMN JOINT CLOCKWISE OPENING CONFORMING TO AWWA L509 vALVE 80% ' MER SERIES 6860 pEM G OR PPROVED EOVAL 12" WATER MAINS WO WtGER REQUIRE BUTTERFLY Vru,VES NOTE: ALL COSTS OF EXCAVATON BELOW GRADE ANO PLACEMENT OF GRANULAR BEDDING SHALL BE INCLUDED Irv THE BIO PRICES FOR PIPE ITEMS. CLASS B PIPE BEDDING FINISHED SURFACE G' ~ NSUUi N p5 RfOVIREO 31 J o LExGiH = 60Krt 0.0. a BLE MATERIAL NA TIRAL GROUNp ME BOTTOM OF THE TRENCH SHALL BE SHAPEp TO FIT iNE PIPE BARREL FOR AT LEAST SOR OF THE OUTSIpE DIAMETER. TIE REMAINDER OF THE PIPE IS SURROUNDED TO A HDCHT OF AT IEASi fi ABOVE ITS TOP BY SELECT GILL MATERIALS, PLACEp BT HANG t00L5 AND COMPACTED i0 COMPLETELY FlLL ALL SPACES UNDER AND ADJACENT i0 THE PIPE. NOTE: ALL COSTS OF EXCAVATION BELOW GRADE aN0 PLACEMENT aF GRANUfaR REDOING SHALL BE INCLUDED Irv TIE BIO PRICES FOR PIPE ITEMS. CLASS C PIPE BEDDING TEE BEND w1E PLUGGED CROSS 1/4' PLYWOOD EACH AREA OLER F CE 5 I/2 OF TOTAL AREA Of B0.izFS34CJ TABULATED A A ~,.~,. ..~ _...x~_ ___ FluililNCL 512E (INCHES) TEE, wK, PLUG OR CAP 90' BEND, PLUGGED CROSS PLUGGED ON RUN A AI 45 BENp 22 1/Z BEND II 1/4 BENp ' 1.0 L4 1.9 1.4 1.0 --- 6 21 J.0 e.J J.0 L6 1.0 6 3.6 S.J >.fi 5.4 Z.9 1.5 I.0 t0 5.9 B4 11.6 6.4 4.6 26 1.2 t2 B.5 12.0 12.0 12.0 6.6 J.4 1.2 1 11.5 16.] 23.0 18.3 6.9 4.6 2.J t6 15.0 ZI'.J 300 21.3 11.6 6.0 J.0 1B 19.0 22.0 38.0 22.D 14.6 2.6 .}.B 20 23.5 33.J 42.0 3J.S 18.1 9.4 4.2 24 l4.0 48.0 66.0 66.0 2fi.I t3.6 6.6 " r/B 6 (I.at4 R9E) - iC0 cENFERED DPr 6EwER wM D10. CD(STD. GIP) CO(LOMPACi PIP) NflIE I. CONCRETE THRUST BLOCKING TO BE PpURED AGAINST UNpISTJflBE0 EARTH. •FOR RESTRAINEp PIPE LENGTHS ON EACH SIDE OF BENDS SEE PLATE 0-II 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. }, IF N01 SHOWN ON PUNS, REQUIRED BEAflING AREAS AT FITTING SHaLI BE AS INDIU TED ABOVE, PDJUS TED If NECESSARY, TO CONFpRM TO ME TEST PRESSURE(S) aN0 ALLOWABLE SOIL BEARING 51RE55(ES). A. BEARING AREAS ANp SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETARS SHOWN IN iHlS STANDARD pETAII 5. ABOVE BEARING AREAS BASED ON 1ESi vRESSURE OF 15p P.BI. AND PN ALLOWABLE SOh BEARING S1RE55 OF 1000 POUNDS PER SWARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOR BEARING STRESSES, USE THE FOLLOWING EOUATON_- BEARING AREA (TEST PRESSURE/150) X (2000/5011 uOZZIE SECTION OPERATING NVi - 'PENTAGON 2 I/i HOSE CONNECTION (THREAD SIZE 3 1/16' O.D., I I/2' T.P.I.) 4 1/Z' PUMPER CONNECTION (THREAD SIZE 5 9/16' 0.0., a' T.I.P.) _ NUT LAP TYPE vA CHAMS TH N022LF ARRANffMENT Two Z I/Z' NOZZLE ' I - PLUS PUMPER NOZZLE WTH I' PENTAGON OPERATNG NuiS NOMINAL GROUND LINE _ "°TE: - A 1fi• BREAKDfF SECTION 2. LEFT HAND OPERAiMG NVi 8• (I I/2' POINT TO Flai) 3. PpINi BARREL SECTION B B' REO i0 GR ApE. STANDPIPE 4. DO NOT PLUG pRAIN HCEES. I] t BOTTOM 9 1 Z -- T 4 > 3 B• >/g• ROUND HOLES NDIE: HYpRANT LOCATNL DEMCES REQUIRED - SEF BPECIfILATONS. PACER HYDRANT DETAIL ` .. j~ :~ ~~ ~ %\ WA iERMAIN Ex15TNG SOIL 4'-0" 2'-0" 2'-0• COMPACTED TRENCH BaCNFILL I l 2' STYROFOPM INSULATON s' SANG LUSHION COMPACTED SELECTED GRANULAR MATERIAL GA TF VALVE BCX $ !NSTALLA TICK TYFIC AL WA TERMAIN CFFSETE rH RUST BLOCKING CETAIL FIFE !N <_ULA TICK CF TAIL PIAH. sPfaFKAnox. ort RFPw o 1 T N T a OATf Br 2550 UNIVERSITY AVENUE W. SUITE 400 N DESIGNED BY: DESIGNED Br DRAWN BY: RKN APPROVED BY.APPROVEO Br JOB NUMBER Bt155W E t Mr deft suPEwWVOx Ax9 pO~ uNPfrt F uWS a IHF sTArt aD ~wT~~ Mx p. Si. PAUL, M NNESOTq 55114 (651) 64a-4}B9 CUR71S FELD POND sxfEi xn CAD DATE: F.e~wN az. zpoa I:3]:D2 o.m. aAIN6E oArf FALCON HEIGHTS WATERMAM DETARS CAD FILE: 811550)\OwGS\C\Ci-UO4.DwG (RMONJEAI TERRr J M.MRER I} 16 Howard R Green Com an 14 . ~ P°,x,EP x.~ p y sTANOago cgsTlNc _ I ~ ~ RAx ry.-azam _ _ _ , ~ ETE CONCRETE SLAB - CRETE% TwE II GROUTED rv PUCE OR EQUAL p' CONCRETE oa ]O O O F ~ - BaT OJUSE NG RNGS ~ O O a D O O irtR RLAxxET I MAX MUM 6 RNGS O O O O SECTION B-B EYE ~ i O Q Q Q , ---B n - 80L- 1 D QO ~ O O WALLS TO BE CONSTRUCT O O O A A - ED OF PRECAST SECTIONS OR CONC SEWER BIOCN SEWER OO a Q OO ~~ r ~ J/n' STEEL BARS -TRANSVERSE aN0 LOrvCITUOINAL. WELD EACH . . - vaRIABLE BLOCK SHALL BE PLASTERED ON INTERIOR aN0 ExTERIOR. 1- TABLE OF OVANU =iE6 RiPrRAP i RLP 0 iLETS r4 A56 iV~7 INTERSECTION. ~ ~-CLEAR ROCK (l/n' TO I I/2") \ RUNOFF WATER Ig" MINIMU °i ~ ` I TI- a srAU N I - - _~ 1 fiE uxP As RIP-RAa. ~L '--DEB u ~ R~ %°~" I x I I PLAN w~TH SEDIMENT ~ I- ~ 3 1 1 I iLl I ~INi ul _ T ~ L~, I /6' 1 ~ MANHOLE FRAME PLpN Is I e se I is I RP W°ngoEASVEREwoviifaF Td PRd (Rx Ix I I6 o ss ~ J° I } EOdrr _ _ _ \}4NT • • OFFSET STEPS AROUND PIPE. MAXIMUM DISTANCE •• II,~~_~_~,.:. ~~,. 1 `-XDMENi :.. WRE MESH FILTERED WATER (t/2" BT I/T') AP .~ i6 ~e] 9 JIB ~ \ AP T L L LTl RJ o'M ~ ~ y • _ \ v ~ FLARED ENO SECTION FROM BOOR TO BOTTOM CONCRETE SIgB - STEP - i6" CRETE% iWE II OR EQUAL MANH0.E FLOOR SHALL BE _ - l _ ~~~ ~ ~ SLOPED TO PROVIDE SNOOTH ~ EILTER BLANKfi f - _ - - FLOW iROM NLET TO OUTLET. CASRNG SHALL BE xEExAH P-1>}J-t THE C OR EdJAL FOR TAROS CASTING NEENAH R-s342 TYPE C FOR OI LCHE6 SECROrv A-A ' ELEVATION NOTE: MI5 TYPE MANHOLE SHPIL BE USED WHEN SPECIFIED OR WHEN ME MANHOLE DEPM Is LE55 MAN EIGHT FEET. GRATE CASTING RIP-RAP INSTALLATION TRASH GUARD SLAB TOP MANHOLE CATCH BASIN SEDIMENTATION BARRIER PIPE MREAD 512E DIAMETER 12 IS 5/g^ Ig ROILED MREA05 2 MA%. 2 M 21 (SEE NOTE 4) T ~ T4 i INSigLL CAP SCREWS IMTH T CASING T] SZ' (ADJ. 31 I/2' MIN.) 0 0 ®®®®® BOL HEADS EXPOSED ®®a®®®®®®®®®® ' }3 CANOPY TIE 36 ® ® ® O O ® ® GROUTED IN PUCE 2 CONCRCTE nD N N 42 J/4" ® B ® ® ® ® ® ` ®0O®®®® , UM 2 gINCS 4B CUT OR ROLLED ®®®aB®®~®~®®B, ~ MgxIMUM 6 RINGS ~ Q®A ®a®@®/ ~ T• 60 66 •~~ ~ •~ + e ~ MA% 2 MA% ]2 ~ T ~ O 5 ~ ~ - 5 WALLS TO BE CONSTRUCTED OF PRECAST SECTONB OR CONCRETE 2<" % Sfi" ]B r I ' q M POSITIIXJING LUG IS ? 5EN£R BLOCK. BLOCK SHALL BE 3 AS REWIRED __II B4 _ 32 90 FOR ACCEPTABLE JdNT NOT REQUIRED PLASTERED ON INTERIOR AND E%iER10R. 96 CUT OR ROLLED toe U BOLT TIE LOB '20 MELDED ETE OR APPROVED EWAL J2 SOLID LID MTH iwD CONCEALED PION HOLES YPE R DIAGONAL GRATE ' 2~ I 60' 60' 60' 60' ~ ~' ~' ~ ~ ZS 3/4' ]6 3/4' CURB BO% gD.gJSTABLE 6" TO 9" ' , 2~MAX Z Mq x f ]/B 35 1 n I ]/g' 6. ~ 6 w~ % 32" (aOJ. it I/2' MIN) ROUND PIPE ARCH PPE 1 ~ 1] }/4" ~ +1 f-~-t 12 Ji~iL J , • Imo"' EDGE OF EY BO T TI I T4 I/g' ~ ~ 6" CONCRETE BASE POURED IN PLACE OR " OUTSIDE JO NOTE: 777 1 - ~ J3• ~ < MINIMUM PRECAST BASE. ~ .../// ,,, I ' I. HR ES SHAL6l BE CAST-Irv ORTORILIED I6" OM OUi DE EDGE a JOIx ~_ 26 I/2' ~ 6 ~ U N . 2. C LH EEa05 MaT BE V5E0 IF WASHER Ax0 USED. I JS I/2" 63' ~ ~~ J. PIPf 4ZE5 U6tf0 ARE INSOf dAMETER (F pWNp CINE OR EOUrvALEUi DIAMETER OF -+i R TAPERED HOLES PERMITTED ~ CASING sHALL BE NEENAH R-1)33 Oq EOVAI NOTE: WHEN PRECAST gEIN[ORCING SHALL CINJSIST OF A SINGLE LINE PLACEMENT OF HOLES CASTINGS SHALL BE NEENAH R-}O6]-V OR EOUPI NOTS ESS MANF0.1] SO ANNG ERN FOOTAOFFHEIGNT. CGNCRE TE PIPE JGINT TIES STANGARC MANHCL CASING STA ' NCARD INLE Ca GTING SHALLOW CATC'~ 9ASIIV DESIGNED BT; DESIGNED BT DRAWN BT: RNM APPROVED BT:ARPROxED BT JOB NUMBER 61 16661 dREEtA3UPtRxSw.w E uw6 a< INE STAR Di wxxES°TA FN(SNECx VWMg 2550 UNIVERSITY AVENUE W. SUITE 400 5T, PgUL, MNNESOiA 6511 (651) 6aA_43g N 0 9 CURTIS RECD POND _ °' sMEEI x Lao DgtE: [eD~u°rv D2. zoD. I:}D:z4 P.m. A ,~E °'h FALCON HEIC a-fTS STORM SEWER DETAILS CAD RLE: BI ISSOJ\DWGS\C\CT-V02.DwC (RMONJU) TERRT J URER Howard R Green C > 15 . 16]I6 . ompany gA KcTBA CL_ _0 RV i Ilti~ p SURMOUNTgbIE B~' SURUDUNTABIE q x1RE MESH REINfORCEMENi 1 CURB AND NITER CURB D LATTER CEOTE%LILE fABRC ~` _ L POST SPACING-SEE NDTE FABRC ANCHORAGE TRENCH. h0 ~~ ~ :.~_.~ G ~•- C BACKHLL MTH TAMPED D NATURAL SOIL ;', Wart r'. ,.1 ' ~I,. 1 '. + _ ,_' J ' ~ EXP SIO JOINT J pIRECTION OF fi" MIN. J2) '' eEC TR NS. TO TYPE 9- Fq E GR iE Np CURB RVN~FF FLOW Z( ua.ew ] Lv! NEAR COURSE MIxiURE 1.4r n'S i ~'p s~ ; BbIB CURB aN0 LATTER DIRECTION Of FLOW BO% EE R-]O6)-v If ~ A%"= ~ ESS 6-3]OAHC OR EQUAL 6" CLASS 5 AGGREGATE BASE ' .a m: +" ~ „„; FRAME iIPPEp TO MATCH _,.- i -•.. , i ~ ~ 'a •;:' STREET CR OE PROFILE - wow ~r"°j°~ _.___.. _ _ _ ...._ PLAN ~ E"'- 6" MIN. ^'a. a .. ~. 5'-0" l6 1 2" 5' 0' ~ B '{ ~ ar' ,• OESGN GUTTER fi T ry PLUI v¢n umx.t Ruv PLWI Y¢W a PBBOOIIWR pAW UNE GRADE NOTE: 51 T F N D TAIL J" RADIUS ~ T/p- RADIUS ' v~ ~ ~T I. SAT fENCES CONSTRUCTED tNTN SUPPORT FENCES POSTS SHALL 8E • : ' 5 ACEp AT 10 OR LE55 AND DRtuEN At LEAST 2 INTO THE GRNrvO. c• BI iUMIN0U5 PAV M Nip iq ppE ¢cTTOK T' SUMP EFRIOM FLONLIrvE RESULT ~INI FENC L BE H°-gal 1 .n~c, umm ati~®um.n.n9 S ~ ©= GUTTER FLOwTLI E ~`VMEN 8 E%OF FR EIS LEVEL TRaNSVERSELy, Z ~ACEO i~iN COrvSTRUCIEO Na THOUB SUPPORT FEEDGE BUOTTED NG D 3 RADIUS 1 ~ , . " 1/E" RADIUS v - a..nr.a. .N... .AND DR VE AT LEAST BALES PLACED ONHT SLOPE J/%' PER FT ~ 3 e • - e ',x E OR HIRE \ ~~ ~ -~ _" xena A-A _ MT,mm ~••,•••,~•.~~,~~•.,.,~.,•~.,•. - SECTION A A A - oe ^awe ~. ~ ~~ A1cMO PONi B iW0 2' % 1" W000 STANES OR REMf.A , . r -e w 1/2" Lv3 WEAR COURSE MIXTURE m +• , _ ) I1 FROR~TO aPpEOC~FOFRGUTTEP HIGIHERATHANi BARS IN EACH BALE AND EMBEDDED ^ v , • ]' LV] NONN'EAR COURSE MIXTURE ~ IN GROUND 10 MINIMUM. 6" CLASS 5 AGGREGATE BASE "' ~~- ~•~ ~ - ~ - - ~aunwc ~ "- ' •' ~ S" EARTH FILL STD. I.3] lB6 PER FT. ~~ um E%P. JgNi 6' METAL FENCE POST - 6' LONG ' 1 EXP. JgNT ~Y6EVATItl1 Lf RW ~ ~ - SNOW SNOW w~ _ ' m~ vECTION C-C FENCE FENCE MLAN RIM ELEVATION 6• SPACING FOR TB" B' OMnexewo..n~ uu aMi~.u~`w. m1°O1O if's`[°®O p~O^M~~ ATCH EDGE OF CUTTER 1.~ m 4r W,~~n yx q.Y~m~n~..... .w,.c. n.r ...~.e. ~ ~~ ALE OIiCH CaNECK ®Ma.~~ !~~~r ~n.~rorr rn r..•usa o.m,b naim~ywooaan~ NON-SHRMK ORTAR ~ FLO_~ RCRAOE P LING FLOW ]" m',aims.'x~r°.,r°..°'na°.°e:~'~'°°""+'OO~°^~I•r.w.v.o~as w.¢ MEETING CORPS Or e' 2R c?00• ENgNEERS SPEC. ~ 4R 5' ~v~aar~in e°O.en°wM~es ~mxr~°r~i.. v,a°i~~u'r .°mawar m~a.inimi nu CRO-C-6~I REHIRED ~, 2.-O. STAKE 6R 60' STAKE -T _ _ _ _ F SHIMS RE SEQ. 6R a0 i vac samatanm avtxu xwa`. usr sw ~Pfima°Ni4a~ila°si'wa~ww,°xo ee°:x'xm°r' SEE SPEgFlCAl10rv5. tOR Z5 m~'n•~°"°µl° ~.^°^'w^m"' - :. r OPTION t I ~ OPTON 3 COAT RINGS. OPENINGS, ANO aH~3/BG BEOGOF?MORTAR BETWEEN 1 ALL CUi EDGES MTH LATEX ~1NG5 AND PLAS)ER EXTERIOR ONLY BALE HAY OR STRAW pIT H H v PRIMER/$EALER--HYDROZO TH <' THICK COAT TO BE USED WITH SNOW FENCE AT LOCAPONS AS SHOWN ON PLAN SHEETS. SILANE a0 OR PPROVED EQUAL. SECTION R-B OIRE~TEO BY iHEp ENC EER.MTHOUT SNOW FENCE AT OMER LOCARONS AS PEDESTRIAN CURB RAMP CATCH BASIN FRAME PLACEMENT FOR THE HANDICAPPED SURMOUNTABLE CURB AND GUTTER EROSION CONTROL DETAIL CGNCRETE CURB AND GUTTER 8618 A ~~ MOTH OF WALK I 4 O' -~y2' MIN.= ~ ~~ ~ N ." BLACK 9" BLPCK 0. / ~ w~ TOPSOIL pR ~ R tOPS01L J~. ~ 10' 'MDE TRAIL ~1a00' __ L .:T Max a J SLOPE 1 ! l \~ TI / 5 iRE~ LFp ~~ ~ ~ ~~ 1 ( A' CONCRETE PAVEMENT '~-~ N! ~ ~ 800' ~_` .' CLASS V AGGREGATE BASE -"~ 6 I ~~ TWICAL SID WA K GTIDN IDAHD A M 6 0 5_0' S,0 0.Pp1U5 ~~ /~ EXPOSED AGGREGATE OUµe ~ A~J FACE OF CURB CONCRETE RAMP I RNNp All SLOPED INTERSECTIONS O PLAN VIEW MILL A' MOE APPRO%. 10:1 ROPE 19' ~ 6•~ ). 6. 5'-D B'-0 6'-O" ~ 9 MINt.___^~ ~ N 2R 1~-0" RW 0 ALL a M A" BLADK W ~ BLACK SLOPED INTERSECTIONS TOPSOL iOPSgI SLOPE T .' CLASS V A S • -______________ ____ __~ (FOR B6tfi NRB k GUTTER) PAVE WEAR COURSE °N DEPRESSED CURS DETAIL cuge HEIGHT MIN' °N1DE A" CONCRETE PAVEMENT EXPOSED AGGREGATE MILL I.6"DEEP GCREGATE BASE CURB ANO LATTER 1'/FT DR RATTER NT OUT .. .. :. .. , BACK OF CURB ~--- MIN. SLOPE ° O.fiR J ~ ' iYPIFAL SIDE Wq K 5 CTION iHROU H PgRK 1/x' RISE -, ~ MA%. ROPE SHORLLAMOTI E%cEEO~ 20 / . CONCRETE WALK ~T' SECTION A-A ~ ' ~, • •~, •.. ~' •• A ~ « ~ ~ Ex. STREET SECTION ~~ CURB ANO NITER ~ I/x EXPANSION JOINT Q1 SURFACE TREATMENT -AFTER NORMAL CONCRETE FINISHING, THE STRAIGHT UNE SAWNT CONCRETE SHALL BE LIGHTLY RINSED TO EXPOSE AGGREGATE. THE vF TION Ex. BIT. FOR REMOVAL CINJCRETEANPfACEE SHAtI PROTRUDE AT LEAST 3/16" ABOVE THE ~ nwr.cE mEaTU[uT ..m[n xo ou cou ~[rtanwsx h, m[ PRO ObED WEAR CWRSE. BASE COURSE ANO gGGREGATE BASE © PEDESTRgiN RAMPS SHALL BE fi" MICK. rac xyy PPOmuo[ aT IEasT J%I.F .ealc mt ® °[ SIDEWALK GETAILS PEDESTRLAN CUR6 RAMPS FOR S!CEwALxS PEDESTRIAN C '~AMPC FCR rRAll_c MATCH E%IST,nIG EITUMLVUOUS SURFACING I HpRBY CERTh mat Tw5 P[ax. [PEGDUnON, nv REPoR! 1336 ENERGY PgRK DRIVE DESIGNED BT:OESIGNEp BY DRAWN BY: R[ uro Si. PAUL. M NNESOiA 55108 sxC[T xB. APPROVED BY:MPRDVEp BY JOB NUMBER 6~M650J [.~ a TME Bu~2 aBxaN~a OxaL ENaNEER UxoER (651) 6AS-A]B9 CURTIS FIELD POND caD DaTE: E.6.PRr Dz zoo. ~] 'sp m ~J' ~ STREET CONSTRUCTION DETAILS caD FILE: ellssoJLDwcs~c~cr-up] o G IR 0 J 1 amx[ °"'~ FALCON HEIGHTS 16 .. avRER 16]IB Howard R Green Company