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HomeMy WebLinkAboutPRCAgenda_04Mar8• City of Falcon Heights Park Commission Agenda City Hall Conference Room Monday, March 8, 2004 7:00 PM Denise Deen_ Patrick Dolan- James Evans- Chuck Long_ Staff Bill Maertz_ City Council Representative- 1. Call to order • 2. Approval of minutes of January 12, 2004 3. Approval of agenda for March 8, 2004 4. Introduction of the new Recreation Coordinator, Ann Davy 5. Falcon Heights Elementary School playground 6. Presentation and final recommendation on Curtiss Filed improvements 7. Adjournment • Park Commission -Agenda .City Hall. Conference Room Monday, March 8, 2004 7:U0 PM Denise Deen Patrick Dolan James. Evans- Chuck Long_ Staff Bill Maertz_ City. Council Representative 1. Call to order 2. Approval of minutes of January 12, 2004 3. Approval of agenda for Match 8, 2004 4. Introduction of the new Recreation Coordinator,. Ann, Davy 5. Falcon Heights Elementary School playground 6. Presentation and final recommendation on Curtiss Filed improvements 7. Adjournment r City of Falcon Heights PARK COMMISION A ENDA G City -Hall Conference Room Monday, t=ebruary 9,-2004. 7:©O PM Denise Deen_ Patrick Qotan_ Jim Evans, Chuck Long_ Staff BiIF Maertz~ - Staff Ann Davy,_,., Cit3r Council Representative Laura Kuettel_ 1. Approval of January`Minutes v 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 I d) ~ Cornmuni#y Park lease 5: Adjournment - ATTACHMENTS: ^ Curtiss Field plan set. Engineers estimate for Curtiss Field ^ MIV/DoT letter :~ 7 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. V~orked with the Capital Region V~atershed and the deveio er of th p e 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 discusse d include a new playground with a~reative 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 - Ma.ertz 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. Deers suggested that the design be preserved 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 Cit to y wards a new playground and that the City wanted to eirter into 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 5:00 PM Nrriutes 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 bma.ertz(a,ci.falcon- hei~hts.mn.us. • • ENGINEERS ESTIMATE FOR: CURTISS FIELD PARK POND CITY OF FALCON HEIGHTS, MINNESOTA ~ ~ January 20, 2004 I ::... .:.:.:.:: ,.T.EM :: . ....:.......:.: ~1il~ii#riOT . ::.:::.:::.:::::.:.:::::.:::.:.:.:::::.:.:.:::::.:.:.:.:::::.:::.:.:.:::::.:::.:::.:.:.:.:.:.:::.::::::: ::::::::::.:.:::::.:.::: ::.:::.:.:.:.:.:.:.:.:::.::::: .:::::::::.:::::::::. :::.:::::.:::::::::.:.:.:.:::.:::.:.:. :.......... Ip)9s . ,.: Ck . : IT`BI{If ~ • : 1111~iT .u1+M ~ C~'€''1E C~T1'.: ......,., . ......... ........ . ....... .......:.................. ... .:.. ..,. .... ..... . I~ .... . ....:.......:. :€:::~p5 ~. 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.OD 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 S CHEDULE 1 .0 REMOVALS TOTALS $90,971.50 SCHEDULE 2.0 STORM 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 RPRP 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 OF FALCON H EIGHTS, MINNESOTA January 20, 2004 SCHED ULE 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 soo.oo , $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 5Y $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. 86-18 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 254Q.602 WASTE RECEPTACLE EA $1,000AO 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 51TE 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 ~'f"i'' 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 $398,558.69 • • • ~NtBpt~. $o y~ ~~TO~ '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, Ml~ 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 P-mail: mike,kowski@dot.state.mn.us I am writing to inform you of the decision reached January S, 2004 by the Fiscal Year (FY) 2005 IViunicipal Agreement Program Selection Committee regarding the above referenced project. Amer considering the 34 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.ou: 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: httu://www.dot.state.mn us/metro/stateaid/ /dsl l pdf To receive the funds, this project must be let by June 30~' 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. ~ieather 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 Paflco, Mn/DOT-Area Manager Bill Maerts, City of Falcon Heights Terry Maurer, Howazd R Green Company Project File • ROSEVILLE REVIEW - 2/3/04 . ~ ~~~ ~. ~: ... . 'ark aid Recreation ~ . depar~.ment su~n.ar; yes a solid year in falcon ~Ieights 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 awardecT a maximum of $54,000 from ~ MaDOT for drainage improvements to the park's infiltration pond. According to MaDO'T'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 oa pond construction and°items'in •accordaace 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 develoi a complete set of plan; and specifications for tlz: project, as weIl as acquirE any right of way neede~ to construct the job." Fal• con bleights is in control of the land needed for the improvements, which iac~u'de ,closing off a streetentrance. Flooding in the park prompted the considera- tion of aa•improvemen project starting in 2002. The infiltration pond cur- see ®raiaage on page 3 • • continued from.page..7.,~: x . 9 ', gently on the site becomes flogged.with leaves from maturing trees and 'other debris. The plans for the '~mprovemeats were finalized in.2003. ~ ~ .. In order to retain 'the grant money, the project must be -started by June 30, 2005. Following the presentation ? of the grant money, Maertz outlined the 2003 Parks and' Recreation accomplishments in Falcon Heights. Number one was the completion of r 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 and Southeast corner devel- opers Sherman and Associ- ates to reduce runoff to•the °~,park. One means of aecom- . ~ ~ pushing this was by provid- • ia~ more. ground.'around the ~; new development to absorb water. Th.e previous strip mall on the corner of .Lar- ' penteur and Saeliiag. avenues, often descn'l~ed as "one big parking lot," did ~ not allow much runoff to seep in, contributing .to a larger•volume flow.to Curtiss Field. During 2003, the prog=am also cut expenditures 'by 23 i 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 CERNFV THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERNSION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER $IGNAiURE DATE PRINTED NAME TERRY J_ MAURER LIC.NO. 15316 RECWMENOED FOR APPROVAL DATE BILL MAERTZ CITY OF FALCON HEIGHTS PARKS/PUBLIC WORKS DIRECTOR I HEREBY CERTIFY THAT SHEETS 12-13 Of THIS PLAN WA$ 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 BOB THAYER UC.NO. ----- I HEREBY CERTIFY THAT SHEETS 7-11 OF THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SVPERV1510N AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. $IGNAiURE DATE PRINTED NAME JIM HARBAVGH LIC.NO. APE NO L ~ ~ i L PENTEUR RECOMMENDED FOR APPROVAL DATE - II METRO DIVISION TRANSPORTATION ENGINEER MINNESOTA STATE F RECOMMENDED FOR APPROVAL GATE GROUNDS METRO DIVISION MATERIALS ENGINEER RECOMMENDED GOR APPROVAL PATE METRO DIVISION HYDRAULICS ENGINEER PRO.ECT IOCAl10N RECOMMENDED FOR APPROVAL DATE METRO DIVISION TRAFFC ENGINEER RECOMMENDED FOR APPROVAL DATE $TA TE PRE-LETTING ENGMEER AY C RO 1i1 I~~T' ~~ _____________________ T ______. __. SHEET I N D E X 1 , COVER SHEET 2 . ROMOVAL PLAN 3 GRADING PLAN 4 517E PLAN S PARKING L07 ANO SHELLING SER. DR. DETMLS 6 STORM SEWER ANO WATERMAIN DETAILS 7 -11 LANDSCAPE PLAN 12 -13 ELECTRICAL. PLAN la -76 OETaL$ THIS PfAN CONTAINS 16 TOTAL SHEETS GOVERNING SPECIFICATIONS THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR CONSTRUCTION SMALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE 2001 MN MU TCD. AGREEMENT N0.______ OFFICE OF LANG MANAGEMENT APPgOVAL DATE CITY OF FALCON HEIGHTS DIRECTOR, LAND MANAGEMENT ~ ~,.,. S.P. __________ .- " ~~ STATE FUNDS ~` METRO DISTRICT APPROVED DATE x- ~~~ I-toward R C-r n C m STATE DESIGN ENGINEER . ee o pany ' MH 2550 UNNERSITV gVENUE w. SUITE a00 N. Sf. PAUL, MINNNEBOTA SSt to (65t) 6aa-4}B9 1-88 90n 8-6}8-a389 Fq% (66t) 6aa-9a66 HtfP:\\www.nrgreen.com t50J\owES\[\cr_~oi~owG~(NUOr~.E.t CEDAR RAPIDS. IA DES MOINES. IA IOWA GIN, IA MOLIN E, IL SIOU% FALLS, SD 6[. PAUL. MN VICINITY MAP A E A N E _, _.__ -,- --_ _ _ H. 5 ~ ---- ----- _. ----~- --_-~_----`_--'-- -~ _`~ _~~~-` _ ~-" REMOVE 265 LF-6. OIP WATERMAIN z _- __ -___~ ____ __ __ _ _ _ --_ _ _ _ 0 SAVE TREES '9°0,-__ --____ - _ '- ___ REMOVE ASPHALT PAVEMENT ANO AGGREGATE BASE © SAVE TREES ______ -_ _ '` -__-___-_-_ -- _ ___ .______ ___ _ _ _- ,Ry„ney.rl- _- SHELLING AVENUE RIGHT OF WAY m -__-.___REMOVE BITUMINOUS -- ~~ r_uaoeme___ ~ ~ _T ..sis.ss (s°2 ..n1 ~"'-_-` ==- - __~ _ _ _ F°S_ - _. I ` __-_ __-~-_______ _____ _ _~_ _.. REMOVE SIGN ° °~ - °: ` -_ 0 "^'" ~ REMOVE BITUMINOUS -. ___ ~ CON57RUCTION LIMITS ~. ° 4~' -- ^--v -ti- POWER POLE 70 BE ~~ X -' __ ~_ ~~~'x-~'x`~ ~ __ --~~ RELOCATED BY OTHERS ~-~ ' „ ,- - -- _ - _ _ _ - REMOVE CONCRETE I - -' EEMOVE P01YER-POLE _ _ - _ - REMOVE CURB ORIVEWAY PAVEMENT - ~ BY OTHER -,~ ----- ~ -' -- -y -- : _' - _---- __ £ REMOVE FENCE - - -^r • L "~ ~ ~~ REMOVE 24 lF s. REMOVE SIGN ~ - - - ~ ~ _"` l I ~°,e6" RCP f/i~ zo o~i ~"~ ~' ~f _ arse ~ ~ I ~ ~ P SALVAGE 76' FES ae,n ~ ~~ ~ ~`_I REMOVE FENCE r .~ _ ~ I ~ CLEAR & CRUB TREES S I MARKED YA THIN FENCE AREA _ _ °,A, I ~ ~ (105 TREES > 4' DIAM TE$) - ~ - ~~. _.. f REMOVE BENCH -- _ _ - -_- - I _ __ __ - - - -- _- ~ ^ LIGHT POLE TO BE _ e.-v '~ 1i ~I ___ _ _ _ _ _ _ __ REMOVED BY OTHERS __ __ ' y - - - - _w - - - _ _ I _ _ ~~~ ~'I SA CURB, ~ ,I~r~ REMOVE CONCRETE CURB ~_ AND GUTTER Y EMOVE FENCE w,.s. I I R PROTECT P,I,AYGROUND ~ ms ~"- 'I `, REMOVE ASPHALT P MENT I u EQUIPMENT AND ORAVEL a° REMOVE BA KETBALL HOOP ;•' ~, 11~ ~ REMOVE 274 LF-CMP (' `-_ , I s' ~" a` TREE REMOVE DRAINAGE STR CTURES „ J REMOVE SIGN (2 _ ~ ~ R-~ I ~ REMOVE BI MINWS PAVEMENL' Jam; I ~ YTI ~~___,1 ~ n tri ' , - 43 lF-IY CMP a~eii REMOVE BS LF - 12' CLAP REMOVE BENCH , REMOVE BE esspwn/I , v (eq+u.°,el I ..° a„w ,-J_ mores}s Y °v _ .5.--' . I SAVE TREES I ~I I II ~ ~!I~ l REMOVE DRAINAGE STRUCTURES ~ ~ REMOVE DRAINAGE STRUCTURES I` I REMOVE FENCE SAVE TREES ~~;I ~~~ ~~~ _ REMOVE ASPHALT PAVEMENT - ', ' ~ _" SAVE TREES ,p*-; ~ _ _. ~ REMOVE 320 LF CONCRETE ~ ~~ ~ _~___ _ __________ ___ _______ ___________ ____ ___ CURB & GUTTER ------- -. .- •, ` _ _ - ' - ~ - ~"f°" ~ ~"-"- ,' e's<o - -_ REMOVE CONCRETE SIDEWALK I ROAOVE SHELF, LINE, - ~ „'~ ANO DRIVEWAY PAVENENT REMOVE CONCRETE - - _. R° O6I ° T*I `~ ~ PROTECT HYDRANT a g is C i a51a aisso ~ ~ I REMOVE FENCE X REAR & GRUB TREE rfT iW.., ; ~ I °R~,° ~ 1550 UNIVERSitt AVENUE w. SuI1E °OON Y DESICREO BY.OESicNEO Br DRAWN Bv: RaN ~NfEe uNOEn ST PAUL, N NNESOiq 55114 sefr No. APPROVLD BY:AVPR0VE0 Br JOB NUNBER 81 i550J [ uw5 of >NE sTA1E rc u,rmfsoi.. [x (651) E°4-t}99 G.TJRT15 FOLD POND cn0 DATE: Fnp.un.r a1 zcae - r] CITY OF FALCON HEIGFiiS REMOVALS PLAN CAO FILE: Bt 145cJ\OWGS\L\LL-CD] ONT /RNONJEAI ANRf oA1E ,ERR. ~ aRER Is~~e Howard R Green Company _ ,.. ~ - __.__. ______ _ S. T.H. 51 & 1 ____~; 25 -~ ° z - -. ~ ... _....... n Rao - i ~~ ,... _. _ _........ G 2G SEE TURN-A-ROUND -- - ---- ~- ?~ OE7AIL ON SHEET 5. _ --- ------- - --- - -- i6 i6 d4 - _ ,. ~ s 'F4_ ---- .~ -.~ -.~ - --~ t: ' --' -.: -- -tg -... -- r. , , _ I o ~ ~'_ I _ ---- --'-' _.. --- -. ... ,.. , ... ~~s _ - -Ztt i-. ., s B -. , ^ - s _: - --- ------ .. ~ J ^ ~ '~ 9 ia2 _ _ _ __ ..._.. __ .___.____ S'T ~, I . `! 976 jBZgO ~ _ I _ - __-___-_._--__- ' : _._ m ______.. .___._._ ~ ~ . ,r- - - ------_-- i ~'., E~' p a~« _- - '.,I Ix SEE INTERSECTION 11 _ DETAIL ON SHEET 5. I I' z° E~, I I I r.~... W j \ ._ _... ... _. kl I E. _ ~ _` 11 I ~. I ~ y l ~ F. ~ f I ~ ` / I ~I ~ ~ ~ I I 1 , r _ n 3 ~ -J'J't I 3 I a ~ ~~ SEE PARKING LOT OETAII ON PAGE 5. y ~~ l ~ «' I S ~ I -958 _ I O ~ _ ~ -___ D-__ Z "„ OE51(NEO BY: GEg'GNEO ORAVrtu Br: g ~ xpx nRRROVEO RY:avvRCVEG gr JOB NUMBER g - a uws o. '~ ~ cxCxE[R u ,wc sr"s or x,„xcsm.. xoe eno oaTE: Fe,.xo,. Gz. mo. ,"}~.} t• [n0 FlEE: b,tg50J\OWGq\C\Ci-CC ,:wG fRF/ - xnx[ U"~ rzox"uE TRav+ - ~K„o_ 'S},5 H ~~ ey. F ________ \ ~ .s . t I ~ .- --------------- I ,. ----------- i ~ ~ F~ ~„~ n.x I NOTE i AREA NITHIN THE 926 CONTOUR CRADE BY HgND ~ ~~ x IS TO BE EXCAVATED TO AN AROUND TREES ~ I ELEVATION OF 922'. AND THEN ' ; MATERIALTAND REGRADED TO THE 926' ,., yn ~ I CONTOUR, LESS 4 TO fi' FOR TOPSOIL. 1 ,<. F I CARE SHALL BE TAKEN NOT TO ---__--'---i i ,/ A I OVER COMPACT THIS AREA. _ _ F ".'/ i ' ''~ ... ~ e s~'rt. ea. I w .s I I 1 ~ { n sso o' W~ ~ ~ I - I I ~ 2550 UNIVERSILY AVENUE w. SUI iE e00N Si_ vauE, N,NNESOTA 65tta (651) 64a-a}gq CURTIS FIELD POND FALCON HEIGI-fIB GRADING PLAN oward R. Green Company 3 -> __ ... __ _..._ -_ -------------- _ _ -- -- - •H. 51 & 125 - -- - a 9<a -- - _ _ - -- ---~---"-- _ -~ _- - -'- _ _ TRASH RECEPTACLE _ SEE TURN-A-ROUND © `--'~------ --\___--- -_ -_-_ ~-'- _-_ - - ~_ - _ SMELLING AVENUE yy y, ~-+- ___ __ _ DETAIL ON SHEET 5. ~' _ ~~ PROPO$ED~NCH - - O ~ ___ __ -_ ___ -~ __ -,- '-saw _ RIGHT OF WAY __ Rm..9.R rr ___ _ - Q 4 _ < •:~: _ _ ______ ___ _ _ ~ ~ ... __ ~ - O ~ CONCRETE PEDESTRIAN _ ~ - __ -_ _ ~ RAMP ~w ~'A}"s}'+'1; •' -' - ____________ _______-____ ___ ____ -__ _ - _ _ ~ •9990 ~ ___-.._.-__ ___._ ` j i~FE $'~4 •,`999 6~ FES } \ _- ___ _____::_ __:::: .: -__- oNJ ___ ``RA'_994 ~, (1. _ ~ PROPOSED BENCH ~ ___________ _____ ____ -_- -_ --;---,'9 J2J ~-\`~ '~•~• / /~, ~ RIP RAPCLIII 18.3 CY CLI _-- ----_ -- -'-- -__:: _ y92g 9~' \ - RIP RAP _ 926 ~' •,. ~_ a al, =`\\\`, `, ~ I SEE INTERSECTION ,' ~ _ _ - _ _ _ DETAIL ON SHEET 5. I _____R(P RAP,- _ _ _ - _' _ .FE9 q$ ~ _ - }D^ ELARE,DIt~t1p $GC~IONi~ ~ nsez I I _ ____ _____ _ __ ___ ___________ __________ _____ ______ _____ --yu _TRA ~?D' 1111 _ _ _ __ _ __ -~ .~ _ _ ~ - _--- - ------ --- - --- ---------- ------_- ----_ -- =.us-cY---------- 'II'I .i _ __ __ ______ _fE5-L _- __ _ _______________ __ ___ _________ RIP:I~AP_ ______ ~ ~ .: .:.,. .: ~ ate. ________ - ____ __ ______ ___ ___ ___ T ~ ~ ,y.. ___ '- - _ _ __ __________________ ___ ________ I . ~ >. _ _ • - ,~ I EE€ ACLE ___ __ _-___-________ _ • ~ 1 .' - ;. .:. ::" .. ,..- ORNAMENTAL , 0 .~~^ ~^ ALUMINUM FENCE _ VINYL COATED (GREEN) ~~ ~ ~ ~ 9 ~ I I s.. eu 9 ~ CHAIN LINK FENCE ~~ CONNECT TO E%ISTING STORM SEWER KITH 48" DIA. MANHOLE `~ CONCRETE PEDESTRI '+~'. -_ - 9~1i _- ~ '~ i ~ I ~ ~ x~ RAMP f m % L~_='~ ', ~I ~ ^ I REPLACE ASPHALT 21 ~~. PAVEMENT ' _ .-sir.: .., ~.. ~~~.-•; :.'~:~ ,- .____~~ T.. I ~: `-,` t ~' ~~ :^`: D~ ...~_ ` ::.' ;~ : ~•' PROPOSED BENCH ~: - - - _ _ - - - PROPOSED BENCH ~~•9~iY5TMH 2,•~ / \ I ~ } NEW PARK SIGN ,Bg - f 1 ~~ BY OTHERS CONCRETF~•~PEDESTRtAN I RAMP ra NM. ~ ~ 5 ~ <I • ~: REPUCE 0/W PAVEMENT ~~ ~: ~ AND APRON MATCH E%ISTING ~ ~~ ~ i Q), i '~ ~~~~ ^ ~ REPLACE SIDEWALK CONCRETE SIDEWALK _ SEE PARKING LOT DETAIL ', NYL COATED GREEN) ~ I ~; ON PACE 5. ___ Y. f- ~' ~ \~ CHAI LINK FENCE _ T_______ ~ _ J ~: ~r 1 .. ..~ J58 -___ ___~--__. _______ _-__ ._ - _ __ -_______ _ _ _ __ F NOTE: . ', ____________ _ J40 .__ _... ....... ...:.© :....._~ .__ ~ RMAIN -_,> ~°' _.....-..-.:.-.:.:.:.-.:..-.:..-.-.• ~ ~ STORM SEWER ANO WATE -- - 'c II PROFILES ON SHEET 6. - a0,_ _ __ ____ s ue.Fae !/i'~IVy _ CONCRETE PEDESTRIAN Z ~ ~I RAMP Ylsii ° ,,, X960 ~ !, "~ r [Ea~nn ~i~MrsNRAa • DESIGNED BY OE61GNE0 BT DRANK Bv: D.rF 3550 UNIVERSITY AvfNUE w. SUITE a00N U oEx ~ W fiT. PAUL, MNNE60TA 55116 r APPROVED BY:~PPROVEO DT ,%1g NUMBER 611Mfi501 [ uxz a raE sr~rESa uivaifEwrOaK [«aMEa uao[n (fi51) 64a-A369 C~T~ F~L~ POND vrtE ~ cnD DATE: F.ervo~T az zooe 1~1s~zz am CITY OF FALCON HEIGHTS SffE PLAN CAO TILE: 811550)\OWGS\L\CT-C030WG (RMONJEAI •^~° °"" Howard R Green Company 4 TERav J. M.uREa s]/Q rvlcnNt• RILL{{~~,, MILL E%ISTING BITVMINDV$ _ _~ ELEV. 940.t'T -a°Y Na SURFACE I.5' DEEP % 4' MADE. MILL EXISTING 81 TUMINWS I'~ F? , fG qF SURFACE 1.5' DEEP % 4' WIDE. STRAIGHT LINE CUT, TACK & MATCH EXISTING BITUMINOUS i , , I~ F 'I ~y0 9 MATCH EXISTING t~c~ I CURB k GUTTER , 9 ___ __--___ l~ I - _I __ _______~ - ^Re~ -~______ 0 /\ 1 h M1 Qb S ! q 9~ ~. II 410. ~ 9~6A.~ s. N~. .l ;'_. 8.' SAWCUT CONCRETE 4. I ^ SNELLNG AVENUE FRONTAGE ROAD TURN AROUND CONCREI,EESTRIAN I '~~ .~.. CURR 1nFJAMP `~ MATCH EXISTING CURB & CUTTER SAVE ANO MAINTAIN CONCRETE CURB & WTTER ` • STRAIGHT UNE CUT, TACK B ___ J~) , s MATCH E%ISTING BITUMINDUS `I ________ G9 O C :..~ i I 0 D ~ ?y CONCRETE PEDESTRIAN RAMP - O' 'I.--.. ~ u E)AHO AVENUE AND SNELLINQ AVENU ~ I ~ :~ E FRONTAGE ROAD SERVICE DFlNE l.1PROVEb£NTS l~F'9't'LO o. A. ~., . § A 2 ' xgp ~: Z _ f] AI o m CONCRETE PEDESTRIAN ~ CURB RAMP c~ . .o ~. e n . m a. . m ,~ x 8618 GUTTER OUT e `I` gyp-- ~ 2 a H I 0 0 ~ ~REGRADE YARD AS REQUIRED SUrfoce BETWEEN SIDEWALK AND HILL THAT ~._ VARD SLOPES TOWARD SIDEW LK AND PARK CONCRETE PEDESTRIAN CURB RAMP 8678 CURB @ GUTTER MATCH EXISTING CURB 8: GUTTER House MILL EXISTING BITUMINOUS 7543 SURFACE 1,5' DEEP x 4' WIDE, d STRAIGHT LINE CUT, TACK k MATCH E%ISTING BINMINWS )7 IMP ROVEMENTS , - . uA spRECrASUV[ o~ROxT 2550 UNIVERSITY AVENUE w. SUITE a00N DESIGNED BY:OEfiIGNED BY ORAYM BT: RKM ur xRMfR9 urro[xo ST. PAUL. NNESOTA 55110 sMEt x0. APPROVED BY:APPROVED Br JOB NUMBER 61t550J uws a IMF s*~iE OF° uxxFS°M u E - M(B55) 6aa-aJ69 CURT4S FIELD POND PARKING LOT AND SMELLING SERVICE DRNE DETAA_S uo DATE: rae.~°.v oz zoos rls~ze em [pp FILL: BI1550J\OWGG\C\CT-COS DWG (RMONJEAI AAME 0A1E CfIY OF FALCON HEIGHTS ,ERRT J. DRER 16~I6 Fionfard R Green Company 5 940 '- --"-"'- FINISHED POND PROFILE 935 ' covER (ASSUMED) ' MIN B 45' BEND _ _ _ _ _ _ ELEVATION TOP OF PIPE 930.59 ~ (CONTRACTOR VERIFY) 930 -------- 2' INSULATION SE~p ~\ ux~ r ~1 285'-e" CIP WATERMAIrv m 925 ALL . RE-ROUTED WATERMAIN AT "WEST END OF PROPERTY OVERBURY WA 7ERMAIN, MAINTAIN O 12" MINIMUM CLEARANCE 0+00 1+00 2+00 940 935 930 925 920 940 935 930 925 920 93200 940 RIM-938.11 935 930 92>. TS 925 920 INV. 931.00 928.83 940 935 930 INV. 931.00 925 N n 920 ~--- ---- - 940 ' COVER (ASSUMED) g35 65' BEND - 930 925 3+00 tructure Numher $tolion Structure T e Structure Diameter Casting T e Flow Line a Rim Elewlim Invest Elevation goad Pipe Sixe Pipe Length Feet To Structure CB I 0 +OD CB Z4 x36 R-3067-V 936.62 Nalh 933.62 3.00 IS 66 $TNH 2 STMH 2 0 + 66 5T MH to R - 173} 9}g,3p North West 932.63 J.57 15 86 FE$ 1 South 932.73 FES1 1+52 FES t5' 9}1,Op North West 9}1,00 CBMH 3 0+pp CB MH /B' R-1733-i 942.37 Saulh 935.90 6.41 24 139 CBMH 4 CBMH 1 CBMH 5 I + }9 t + 69 CB MH CB MH 48" 48" R-3067-V R-3067-V 939.25 939.}4 Nalh Emt South Nalh South North 938.60 933.02 933.22 932.52 932.72 6.23 6.82 27 30 70 106 CBMH S FES 2 FES 2 2 + 75 FES 30' 9}1.00 West 931.00 FES } 0 + 56 FES }6 926.65 EAST 926.65 CB 6 FES 4 0+00 0 + 50 CB FES 24 % 38 15' R-}067-v 938.66 932.00 North Saulh 9}1,13 932.00 4.32 IS 50 FE$ s RIM~939.54 PoM~939.23 ..__.- 138 1F-24' RCP I,'l.Ql O 1.9376 939.80 NE tF-2r yy~2~ 9sa9o s 103 IF-31Y RCP CUII O 1.1376 O 1.0076 933.02 S 93272 N 93232 9 - - OE61GNE0 BY: DESIGNED Br ORAwN BT: r cERnrr rvAr .vs PEAx, sRECUlunox, a~POar Br uE OR uxVER u e 2550 UNIVER6ttt AVENUE w SUIT ___ APPROVED DY:APPROVED RT Jpg NUMBER Bt1550J CAO DAR;: Jcnvar~zooa ~Je . r p EAMS ~ErSrArt spv wxr:E5o4. E ~ ~ xaMER UrgER °"~ . E 4p0N ST. PAUL. NNESOTA SSrle M(651) 644-IJ69 CURTIS FELD POND TORM SEWER AND WATERMAM DEfAIIS vrEEi xa. a CAD DLE: 91r550J \~~5\C\CT-UOS~wGfRMON E 1 FALCON HEIGHTS rER^. J DRER ,6,.6 I-bward R Green Company LEGEND ________ ___ __ _ ____ MARSH SEED MIX ® WETTER SITE SEED MIX 50%MARSH50%WETTER SEED MIX GROUNDCOVER L PLANING PERENNIAL PLANING ORNAMENTAL GRASS O DECIDUOUS SHRUB + SHADE TREE + EVERGREEN TREE O ORNAMENTAL iREE a x 6ENERALNOTES LANDSCAPE IMPROVEMENTS (L SERIES SHEETS) I . UNDERGROUND UTILITIES: FIELD LOCATE UNDERGROUND UTILITIEB PRIOR TO EXCAVATION F'OR INSTALLATION OF SITE IMPROVEMENTS. IF A CONFLICT EtlBTS BEPNEEN PROPOSED SITE IMPROVEMENTS AND IXIBITNG OR PROPOSED UTILITIES, IMMEDIATELY ADVISE THE OWNERS REPRESENTATIVE. 2. MASTER PLANT SCHEDULE: ALL PLAN MATERIALS ARE LISTED IN THE MASTER PWN7 SCHEDULE. IF THERE IS A CONFLICT BETWEEN THE OUANTiT1E5 BHOWN ON THE DRAWING AND THE QUANTITIES SHOWN IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL. 3. PLANING LAYOUT: STAKE ALL TREE PV1NT Pli LOCATIONS AND THE PERIMETER OF SHRUB BEDB AND OBTAIN APPROVAL OF THE OWNERS P.EPREBENTATIVE PRIOR TO EXCAVATION OF PLAN PITS AND PLAN BEDS. 4. SHRUB GROUPINGS SHALL BE PLANTED AND MULCHED IN ONE CONTINUOUSLY MULCHED BED EXTENDING 24 INCHES OUT FROM CENTER OF SHRUB IN ALL DIRECTIONS. BED SHALL BE VERTICALLY SOIL EDGED TO A DEPTH OF 6 INCHES. TREES SHALL 8E MULCHED TO 36 INCHES FROM TRUNK IN ALL DIRECTIONS. S. SEEDING: SEED ALL AREAS DISTURBED POT CONSTRUCTION WITH MNDOT SEED MIX 260, UNLESS NOTED OTHERWISE. 6. THE POND AND EMBANKMENTS ALONG THE NORTH AND EAST SIDES OP THE PARK SHALL BE SEEDED AND COVERED WITH TYPE III EROSION COMROL 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 500 ALONG EACH SIDE OF NEW SIDE WALK. CUT IN EDGE OF SOD 501HAT FINISH GRADE OF 500 AND SEEDED AREAS ARE EQUAL. PLACE 4' OF SOD BETWEEN SIDEWALK AND CURB ALONG W. IDAHO AVENUE SOD ALL DISTURBED AREAS BETWEEN SIDEWALK ANO SHELLING AVENUE ON WEST SIDE OF POND DESIGNED BV: JM pRaWN BT: JN w ax urn 0a1E 2550 UU1VfR51tY avfNUf W. SU1ftaWN SnEEt no. is 5511a APPRDNFD BT:N$ JDB NUMBER a .550.1 uuo[x rnE urs or rnE srarE OrsuwESOra °~ And1r _ PaUI., m1,651) 6aa-4389 CURTISS FELD POND [AD DaTE: Tie. are 07 2DDa r ~JS~ 5 FALCON FIFJGFiiS LANDSCAPE PLAN Ca0 PLE: 81 550J\DWGS\L\LA DSG EO D G (R pN E) °~E Oa2 NaRB°°°n _ Howard R. Green Company LEGEND ____ _____ - MARSH ___---_- _ 5EED MIX ® wETfER SITE 5EED MIX 50%MARSfV50%WETTER 5EED MI% GROUNOCOVER PWMING PERENNIAL PIANiING ORNAMENTAL GRA55 O DECIDUOUS SHRUB - 'F SHADE TREE f EVERGREEN TREE O ORNAMENTAL TREE 0 I 0 5 m OESIGVEO BT: JN pRnWN BY: 3550 UNrvfxSittAVfN0E w.5UrtE <[XlN APPROVED BY:N$ JOB NUMBER 5119501 DFa xtM,t~xs ra EiN1_s~oEG~Oxu u'.OSGxF~x~tEtt ST. PAUL'M~16556e45<3B9 4HEt xD. - CURTIS FIELD POND LANDSCAPE ENLARGEMB~IT caD pA,E: r nN,ry pz aooa harm FALCON HEIGHTS CnO NLE: 811550)\OWGS\L\LANOSUPE02 D G (R ON E) DNnrueE D^~ Howard R. Gr n 8 °Re.U~ ee Company oECroWUS TREE ~ n EFxcF rose Rooruu+LF.ELOwx. w/SUimCwplrvO SOIL w.o3 TYPICAL SECTpk DECAUOUS TFEE PLANTNO IB AID B) ro 0 0 o aRIEN , xxR,x xORix s~ o o. ~r e+u nEFiF EExCE POST u or ,aU~ ~ a.N. •/SU'1RWNOIxG SdE PuNRNOS~s FNO BOilaM ac W o3 TYPICAL SEC71fN'! TF~ PLANTRlG (B AND 8) e TYPICAL SECTION: DECIDUOUS TREE °J PLANTING ON SLOPE (B AND B) w o3 TYPICAL BECTIOk DEC~UOUB SFfiUB SED PLANTNO DETAIL (CONTANE}i OAOYVN> TYPICAL SECTIOk PEf1EIElAL AND OHASS PLAM11d0 DETAL (CONTAlSi GROWN) m REVwE eURW. ~ 5 ES COxiPERaVS iREF ELLS _~T $1RLP$. i.l wx. \ STEEL [FxCE Post - ~ omrx slmmo ~o wnoroao cR i ~ .T ~ REPOSE iO 9E SwnAE fi /. ~~ ENO qif io ROPE qT F.I WltEIUIN. -SOgxxY SIDES Mo BOnW IX `~ -P u SKCIEICO .. \ \.v.N ... -NmISTVRREO SOM1 5 TYPK.AL BECIIDk CONFEFIOUS TREE PLANfNO ON w.o3 SLOPE (B AND 8) 2550 UNIVERSItt gKNUf w. SUlif d00N DESIGNED BY:JX ORAVm Br wOFRxur OmFCrdvJP[nwswxPP~xO s¢Fr NO APPROVED BY:NS xoER nrt uxs ~iuHOiPaOEFSSIwu ~ SGPFR~Rbn2[i ST. PAUL, MINN[SDiA 55119 JOB NUMBER RM ISSOJ U d 5 Art v wxxE n 165116dn<3B5 CURTIS FlE'iD POND CAD DALE: Peeruarv o2. zoo. I:da~za P n, FALCON HEIGHTS LANDSCAPE DETALS 11 CAO fllE: BIISSDJ\DWGS\L\LANOSCAPE0I OWG (RMON E) q~RF Oqh .NE ER°g~GN __ I-bward R. Green Company TO UTILIrv OVERHEAD FEEDER Br Unlm POLE MOUNTED tm ~ TRANSFORMER VA LH SIT - z+o/uav secowpnar BY CONTMCTOR ffi)IES: Q NRNISN AND INSTALL LOCAL CONTROL PANEL (LCP) NITH SERVCE ENTRANCE RATED PANELBOMO. VNLIn METER $OCNET, ANO EIELTRONIC ASTRAL nME CIOCN (iC). SEE DINSON t6 SPEGFlCATIONS FOR MORE IN[ORMAnON. BONG SERVICE NEUTRAL TO GROUND /2/0 G r- - - - - - _ _ 0 LCP I UM fiAE ~CLOCN~ IOD1, 2P GROUND RING I 2 P ~ ~ 150 FT. ROPE LIGHTS zoA~~P i rc j who- SPARE I I~ zOA~PP I I (3) [100D UONTS SPARE ` _ J LOA v I +-11 z. 2-/zG IN 3/a' C I ~- SPARE ]MOP ZJ SERMCE ENrtIANCE RATED PANELBOMp L _ _ loo A_zsp/IZOV. L, Ip,oaD AIL _ _ J / ;. ~\ l°~ \ ~~ ~\ ~ r 5 GRAVEL PATH ANO ENTRANCE LO GA2E80 '\. ' % ~ P ;// j~ o / O ~~~ To anon ~, POWER PqE NOTES: QI 120 VAC tt00plICHT, AIMED AT UNOEItS10E OF ROOF ON OPPOSITE 9pE OF GAZEBO AS INDICATED BY ARROW. ox 120 VAC ROPE UCHi ATTACHED TO WZEBO SOFFITS AND ROOF SUPPORTS, fURN15H AND INSTALL CAST WEATHERPROOF BONES AS NEEDED. CAST MEATHERPROOF JJNCnON BON. Qa f-/12. 2-/12G IN 1/f' C. os 2-/t 2. 1-/t 2G IN t/2' C. O BE~pwAF NISNED EGRAD WNO RING 21' (Mlu.) 2-/2, 1-/2N lu UuOERGROUND t-t/2' C. QQ BOND STEEL STRUCNRE TO GRWNO RIND KITH /2/0 BARE COPPER IN TWO PLACES (MIN.). Qi GROVNO R00. ® /I/0 BARE COPPER GROUNDING ELECTROpE CONDUCLOR. DESIGNED Br: RJT DRAWN Br: u N w pE~[I j"5~' °R [ " g 2550 UNIVERSIn AVENUE W. SUITE 600N APPROVED BY: RJT SSOJ JOB NUMBER R ° v uUExf[m a s°rESSmmu [NPNEEx wm E tours o[ THE mTA aF WxNF50 " ST. PAUL, MNNESOTA 55tt+ (651) 6++-aJB9 CURTISS FIELD PARK POND 4AE1 ~ CAD DATE: JPnumrv 20. 2 CAD RLE: 011550 \0 GS 006 10]'25 o m \E\CT-ElEC2 0 G fR D JE4 ""'R[ °"'~ CRY OF FALCON HEIGHTS ELECTRICAL ONE LWE DIAGRAM AND LIGHTING PLAN ROBERT J. TH,.ER IE]T2 Howard R. Green Company ~3 OPERARNG NUi - 1' PCNTAGON w`M'r° w... T Z t/2" OSE COnNECTION (rHREaO SIIE 3 t/16" D.D.. ] i/2' r. P.l.) n°m~~ 4 T/Z" PUMPER CONNECTION (THREAD '~ J Bc Bc SIZE 5 9/Ib" 0.0.. 4' LP.) O / SUITABLE MATERIAL w SUITABLE MaiERIAL /~~` ~~ _ ~ ~ NUi CAP TYPE N1M ° ~ ~ `_- / fi' OR 1/4 Bc WHICHEVER ~I / CHAINS TMZ02ZF1/2R NOZILENT .aM ~~~ MrN / / IS LARGER (12' MA%IMUM) PLUS PUMPER NOZZLE BEDDING IN ROCK ~ WTH I' PENracDN = OPERATING NUTS SPRING LINE r NOMINAL GROUNp UNE 4 I// ,s,~.w,a.~ ~ ~. _i/ 5BF~ NANRAL GROUND m ~41('.u+ u.a'3r°.m - ~ 1. 16' BREAKOFf SECTION . aw.w use.. 1E 'ru. - ~ y Z. LEFT Halup OPERa11NG NUi -1(-~ ~ THE BOTTOM OF THE TRENCH SHALL BE SHAPED ] B" (i 1/2' POINT TO FLAT) wvsaa..nu wm.e ~irw L_y op Bc/6 WMICHEKR' TO FIT THE PIPE BARREL FOR AT LEAST SOR 3. PgINi BARREL SECTON O i IS LARGER NATURAL GRWND OF THE OULSIpE DIAMETER. THE REMAINDER a B B. RED TO GRADE. THE PIPE IS SURROUNDED TO a HEIGHT Of AT DO NOT PLUG GRAIN HOLES. LEAST 6" ABOK ITS TOP BY SELECT RLL STANpPIPE 4 GRANULAR BEDDING MATERIALS, PLACED BY HAND TOOLS AND COMPACTED TO COMPLETELY FILL ALL SPACES IZ I J. UNDER qND ADJACENT TD THE PIPE. 4' BOTTOM 9 T 2" ..c arum ' ~~ - ~~ ~Z ..c TYPICAL BEDDING w NOTE: ALL COSTS OF E%CAVARON BELOW CRAOE NOTE: ALL COSTS OF E%CAVPTpN BELOW GRADE o-rmen ~ nusew ANO PIaCEMENT OF GRANUUR BEDDING AND PLACEMENT OF GRANULAR BEDDING SHALL BE INCLUDED IN THE BID PRICES SHALL BE INCLUDED IN THE BIO PRICES FOR PIPE ITEMS. FOR PIPE I1EM6. ] 3/B ]/B' ROUND HOLES NOTE NVDRANT LOCATNG DEWCES REWIRED -SEE SPECIFlCATIONS. CLASS D PIPE BEDDING CLASS B PIPE BEDDING - CLASS C PIPE BEDDING PACER HYDRANT DETAIL GATE BON BASE TO REST ~ C ON CONCRETE BLOCKS (INn/DOT 3616) FINISHED SURFACE MIN. 4 ABOK ANO ALD G SOE OF PIPE OF VALVE o~a~ zFS DJ1 ~q~ F COMPACTED REOURIEO g p! a'" .¢' /-- 6Ei STANDMO PAVING lY LF BACKFILL CNOVER BETWEEN FLUSH 4-45'MBENdC uu i~TVM SEWfR Od. ~ x ' t': ~DYPlcaij IE . 24 ~ TEE BEND wt2 pWGCED CROSS a D I/2" BELOW ' 4 FINISHED SURFACE 1/4" vIYWVOp EACH AREA 4, 0, OVER FACE IS i/2 OF - 7 OF BOLTS TABULATED ~ AI TDTgL AREA 2'-0' 2'-0' :.'. , _- ~ IivPG"iLLAUi7 M 510E 4 `' x E9NIRE° rSR~~C5~ , DETAIL OF p ~omli10sEwER dray '~~ ~ E4° A "• BASE SUPPORT \\ ~ C{ I BOACKFILLE~NCH sEwER PLUG OR CAP PLUGGED CRO55 PLUGGED TEE - WTE VALVE MECHANICAL JOINT z EWER W ~NSN~.AT[M NpAINAL fITUNC SIZE (INCHES) tEE, wvE. PLUG OR UP 90' BEND, PLUGGED CPO66 TEE PLUGGED qR RUN A A 45' BEND 22 t 2 BEND 11 t/4' BEND _ 1 ~,. ~ T CLOCKWISE OPENING 4 1.0 I t 1.9 1.4 T.0 --- --- CONFORMING TO aWWA C509 ~ B " 6 I.1 J.0 4.} 3.0 T6 I 0 --- VALVE BO% (1.414. RISE) - xd AB Ex[R ad 4 4 B 10 3.B 5.9 5.3 B.4 ).6 IL8 5.4 e.4 2.9 4.6 1.5 2.6 I.0 1.2 \ \ I \ MER SERIES 6860 c[xTEAEd an s[w[R TZ B5 t2.0 I].0 12.0 6.6 3.4 L] ~ \ REM G OR ~ 4 II.S t6.3 2J.0 16.3 B.9 4.6 2.] ~~ APPROVED EOVAL 16 15.0 21'J 30.0 21.3 11.6 6.0 3.0 ~ ~ ~ / / / / ~ ~ ~ // WM DIA CD(6iD. GIP) CO(COMPACi DIP) IB 19.0 27.0 38.0 2].0 t4.6 ].e ~J.6 ` ` ` ` ` ` ` ` }- 20 Z4 2J.5 }4.0 JJ.3 48.0 4].0 68.0 }J.J 48.0 te.T 26.2 9.4 13.6 4.] fi.8 waiERMAIN 2' STYROFOAM w w 'B 'B. _8. NOTE CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED ExISTING SOl J ~ 4' SAND CUSHION L •FOR RESTRAINED PIPE LENGTHS ON EACH SIDE OF BENDS SEE PLATE D-1t EAFIH. 2. KEEP CONCRETE GLEAR OF ,K)INi ANO ACCESSORIES. ~ COMPaCTEO SELECTED GRANULAR MATERIAL li' WATER MAINS aN0 URGER REQUIRE BUTTERFLY VALVES 3, IF NOT SHOWN ON PLANS, REQUIRED BEPRING AREAS AT DTTING SHALL BE AS INOIUTEO ABOVE, AOd15TED IF NECESSARY, i0 CONFORM TO iNE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES). 4. BEARING AREAS ANO SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS aNp BLOCKING DETAILS $HOwN IN MI5 STaNDaRD DEialL. 5. ABOVE BEARING AREAS BASED ON TEST PRESSURE Of t50 P.S.I. ANO AN ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEPRING AREAS FOR pIfFERENi TEST PRESSURES aNp SOl BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA (TEST PRESSURE/150) % (2000/SOIL BEARING STRESS) x (TABLE VALUED. GA iE VALVE 6GX d['.NSTALLAiICN TYF!CAL WA TERt/AIN CEFSE TS THR(JST 9LCCKING CETAIL FIFE INSL'LA TICN CE TAIL 2550 UNIVERSITY AVENUE w. SUITE 400N u SIG y tdR D E N E DE51GNE0 BY: E D B pRawN Br: V o St. PAUL. MNNEBOta SSTt4 sH[ET xd. APPROVED BY:MPROVED By JOB NUMBER BI111550J uws OF IH[ srArtN dF ulrnESdiA. ENdNEER vxdER '- (651) 644-4}89 CURTS FIELD POND caD DATE: F46.~Prv oz zoos 1 ~v-m o m F WATERMAIN DETAILS ATdRE °"~ ALCON HEIGHTS caD FILE: 611ssa~Dwcs~c~cr-ud4 Dwc cftmoNJUI TERRY J. URER Howard R. Green Company 14 srarvDARD usnxc -.'~ - TJ?„{~~~ Rn-xar / , ~ CONCRETE SLAB - oa a o 00 " T. ~ CRETEX TYPE II GROUTED IN PLACE EYE OR EQUAL 2' CONCRETE OO Oa DO O EarER 6Lnxxn ~ ~ - I. Bafr ~ aD.NSnrvc RINGS - MIgIMUM z RINGS M XIMUM fi RINGS Q ~ O Q SECTION a-B EYE D D D Q Q Q BOLT B O O Q ~ O O A ` WALLS TO BE CONSTRUCTED 1 A OF PRECAST SECTIONS OR OOOa ~ oOO L~ ~ ~ - CONC. SEWER BLOCK. sEwEF 3Na" STEEL BARS -TRANSVERSE VARIABLE BLOCK SNAIL BE PLA6TERE0 A D LONGINOIrvaI. WELD EACH ON INTERIOR ANO EziERIOR. TaBIE OF OVANTI TIES INTERSECTION. RIPRAP aT rRCP WTLET9 (-CL[AR ROCN (3/6" LO 1 I/2') r l aASS 1:, RUNOFF WATER 18' MINIMUM \ xOrE. m II C ~ I o ~ ~xN Irt a ~ PAN w,TH SEDIMENT fiE usfD As RIP-RnP. ~ _ _ ~?B ~ h I KI TIN ~IIti IM21 - ~ I'" x5-] x' /8 Max N P cunR 9[ OvAFL~ 5 I n _ - .. y -'i_ ILiR-~~~ •.. -T- HOLE FRAME rtavm ~ I I ~, ~ `~IOi 9 SEOMENI I ,' ST NT , ! OFFSET STEPS aRWNO wTRE MESN E On~EM I x I Ia rE ] I ~ PmE. MA%MUM D6iaNCE FILTERED WATER '~ RA> ~ ~I FROM FLOOR t0 BOTTOM (1/2' BT I/2") I STEP t6' F ~ L L L 1x'J ~ FLARED END sECTON~ B _ _ CRE Ex TWE LIB OR EQUAL _~~' I _ _ ~ SLOPED iO LPRONDEA5M00M ... _. F%iER 6UxxEr ~' ~ -~ ~ FLOW iq OM INLET TO WiLET GSIMG SHALL BE xEENAH R-ITS]-t TYPE C OR EOVAI FOR YARDS CASING uEENAH R-a3a2 1YPE < FOR pttHES SEC110N A-A ELEVATION NOTE: N19 TYPE MANHWE SHALL BE uSED WHEN SPECIFIED OR WHEN THE NANHWE DEPTH IS LE95 THAN EIGHT fEEi. GRATE CASTING RIP-RAP INSTALLATION TRASH GUARD SLAB TOP MANHOLE CATCH BASIN SEDIMEN iATION BARRIER PIPE THREAD 512E DIAMETER t2 IS S/B- IB ROLLED MREAD9 2 MAX•~~ 2• MAX' CASTING Z! (SEE NOTE a) INSTALL CAP SCREWS 2] 31' (ADJ. tt t/z' MIN.j B MiIN BOLT HEADS }p 0 4 ®O O 4 ExvasfD d9®O®® 33 CANOPY TIE ®O®0®®q ®O ®®B B ®c GROUTED IN PLACE 2' CONCRETE ®®®®®®® AIN M611NG RINGS- a2 J/x' O®®®®®B! aB CUT OR ROLLED ®®®®®®®®®~®®®® M UM 2 RMG6 60 eA®®®®®®@®~®® ¢ ~ MAXIMUM 6 RINGS .. ~ d. 66 a If T2 2 MA%' 2 M ''''X((ET' T C( © WALLS TO BE CONSTRUCTED OF TB ~ POSITIpNING LUG IS ~ /i M 5 ~~> 5; 2a' % 36' SEWER6BLOCKrI BLOCK SHALL EBE ea J2't AS REWIRED NOT REWIRED U PLASTERED ON INTERIOR AND 90 I' FOR ACCEPT BLE JOINT EkiER1IXt. 96 CUT CR ROLLED lO2 U BOLT TIE 100 SOLID LID wITH TWO 120 vrELDEO EYE OR AvPgOVED EOVAI CONCEALED PICK HOLES 132 2. I TYPE R DIAGONAL GRATE 60' 6D' 60' 60' ~' 36 3 a' NR8 BO% AOJU6iABLE 6' i0 9" 25 }/a" 35 1 AR1 0.1 32 A(ADJ. it 1 2 2M +I It-1 tat ~L ~ ~! ~••31 ROUND PIPE RCH PIPE ~ ~ F EDGE OF BO T TIE N ~ _ za t/B" I 6' CONCRETE BASE PpURED IN PLACE OR WTBIDE JOINT HATE: "T 33• - -L~~ a' NINIMUM PRECAST BASE. /7 HOLES SHALL RE CASs-IN OR pgILLEO I6 I I 26 I/2• ~ 1 Ifi" It' S' I~ I FuW OUT4OE EDGE OF JOIni. , I~TI 2. CUr aNf USEp. AY BE USED IF waSHER Axp 35 y3- J I/2" r(\~ PIPE SITES LISTED ARf INSIDE OlauflEF OF + vPC ORP~mE OR EOVIVaLEUi DIAMETER Ci TAPERED HOLESHOLE6 P~ID CASTING SHALL BE NEENAH R_IT}3 OR EOVAL NOTE: WHEN PRECAST REINFORCING SHALL CONSIST OF A SINGLE TINE CASpNGS SHALL BE NEENAH R-3067-V OR EWAL OF STEEL WIRE FABRIC HAMNG AN AREA OF PLACEMENT OF HOLES NOT LESS THAN 0.1) 50. IN. PER FOOT OF HEIGHT, CGNCR~iE FIFE JOINT TIES STANOARC MANHCLE CASTING STANCARC INLET CAC iING c HALLOW CATCH BASIN DESIGNED BT:OESIGNED BY DRAWN BY: RKM Mr owECrnsJPERWMw NIO REMSOV 2550 VNIVERSITT AVENUE W. SUITE aOpN APPROVED BY:aPPROVEp BY E ~ OFESPOrv FvaxEER uxMR ST PAUL. M NNESOTA SBlla JOB NUMBER BI 16601 u o< mE srnlE of MaxFSOTn.~ (651) saa-a}B9 CURT19 ~~ ~~ sH[ET .w. caD DATE: F~6.xPw o zoos ~Sp~ a uaxsm STOflM SEWER DETAILS CAD FILE: BIISSOJ\OWG6\C\[T- 020e T(R O 70 7 ANRE °"'c FALCON HEIGHTS ^ TERRY J M.GRER Howard R Green Company y$ QA KFi'3gLL COURT DF iayl p 5 R OUNiABLE B `7 SUR OUNiaBLE I CURB ANO GUTTER C RB 0 GULTER A WIRE MESH REINFORCEMENT GEOTE%iILE FABR C L ., ~ ,q L POST SPACING-SEE NOTE FABR C ANCHORAGE TRENCH. _ _ _ awn.~w ~_-.~'~I -_ - G - G BACKRLL VaiH TAMPED .0.w.w m~l• ~ C ~ _,'. .: C TuAAL SOl ' E%P 50 J(NNT pIRECTION OF 6' MIN. +U/ ~ BEG 1R NS. i0 imE B--I FRAME. GRATE ANO CURB / wvsew Iv. c ~~ ~ 8616 CURB AND GULTER pIRECT10N pF FLOW BON: NEENAN R-JO6]-V, RUNOFF FLOW Z" LV} WEAR LOUaSE MI%iURE !~ ? ~ ~ ~ ": 1 , ESS 5-}}0 HC OF EOVAL 6' CLASS 5 gGGREGgiE BASE 1 - ' -?^f . ..w,.n .; :;. FRAME TIPPED i0 MgTCH 'F STREET GRADE ROfiLE } • ^' _ __f* "1 _.s_._ _ _. .' .___. PI A:V ~ I~fi' MIN. A-I Pr l'°f ~ , ~" 1 DESIGN LUTTER~ 1' PIAV vIRX a GMC011a1 RY! PLAM WE11 a PfgRBpiPAaR qAV LINE GRADE NOTE: SILT FFNCE D TAI J' RApIUS _ ~ t/1" US ..ra"emou ,_, t. SILT FENCES CONSTRUCTED vniH SUPPORT FErv[ES. POSTS SHALL BE RAD1 SPACED AT 10' OR LESS. qn0 ORIKN AT LEa6i 2 NLO THE GROUND. 1 ~. C. J BITUMINOUS PAVFM Ni I1 TA C\ ~ ~ - . • 2. SILT FENCES CON61RUC1ED N1THWi SUPPORT FENCES POST SNALL BE F-~=~J`/ \ vm ~ ^ ~ LAJ2~t2J3 G E%P. JpiNi A /1 _ .t~' ~~ 5 vEN ai LEAST 3' NTO THE GRWNO. ... ~.. OAC ~1TO1 g OPENI G "-'- ACTIN ~.+- _ ©^ GUTIEP FLOW l E vmEN BASE OF FRAME IS LEVEL 1RaN5KR5ELy, PACED AT a OR ~ERES AND DRt 1" Ra IU } RaDIVS , iW1NE OR BALES PULED ON I/ D S ~ ~ ' _ _ nn.mm ~~ I SUMP FROM FIOwLINE RESULTS B .EDGE. BUTTED itGHT ~ SLOPE J/1' PER FT J m .nAwwmw ~ J SECTION q-A t ? _ TaA Iwea p I ~ A J' FRgJT TOP EDGE OF FRAME POINT A MUST BE .u nm.vna pblL ACBIC r I FRONT TOP EDGE ff GViTER I NIGHER THAN POINT B Two Z' N Z' WOOD STAKES OR REINF. 1/1 Lv3 wE R COU SE I%iURE crM°n~° .. L 1 OARS IN EACH BALE aN0 EMBEDDED 1 LV3 NON WEAR CWRSE NI%TURE ... 11.. N GROUND 10 MNIMUM. v , q , _ 6' CLg55 5 AGGREGATE BASE ~ - - ~^°"mnm T ~ ~ ~ ~~- ~ ~ 3' EPRiH FILL MiO. 1.3J LBS PER FL ; .. °.mn..raR~ E%P. JOINT fi EXP. JOINT ETaI FENCE POST - 6' LONG x01EL r ~r¢EV~iMR rc 5 iION - ~^ FENCE SNOW 1°nl°"mO °O1R°w°Prt °'°ar MpPN RIM ELEVATION FENCE 01n R^OO°'°w•^°w~'^~~~m iCH EDGE OF GUTTER SPACING FOR mwaw v~n~ww oe`i simww r..wrpnamiurmiwilP ~ 6 ~ 1 ALE D17CH CHECK 1B' B" 6i °. ~wwia..~i im~uaP,w.m~mq°r..PUS •~m uwAw~®rv NON-SHRINK MORTAR L 1 II FLO_y R GRADE SPACING FLp____ 3' 0~nimr°~~ wnusw ~°°"Q°°°rmisare.msws~uc MEETING LOflP50F 6" ----44 ;R 100' ENGNEER6 SPEC. R ]6 mwrMSa.r+le'~t~m.ir. rw.m~wamw ~ww~>rw^..... CRO-C-fi11 REWIRED ~, 1._0. ~ STAKE 6R 50' STAKE °_ _ _ e IF SHMS ARE SED. RR 60 ° •..m wwmnrwmn SEE SPECIfICAT10N5. ~- IDR 6 m ~rwn~s~n :~ssmu.°pOm ~sn. n~mn.~~m. ~~ .:. •: OPTON I I 1 OPTION 2 pOaT RINGS. OPENINGS. D ADJUSTING RMOS 2-MIN., 5-Ma%. r LL CUT EDGES WITH LAIE% MN. J/0' BED OF MORTAR BETWEEN BALE HAY OR RTRAW Oli H M PRIMER 65EALER--HMgOZO RINGS A PlA51Eq E%TERIgR ONLY FfK 51lgNE 0 OR APPROVED 'MTH <' THICK COAT i0 BE USED YAiH SNOW FENCE Ai LOCATONS AS SHOWN ON PLAN SHEETS. EQUAL. SECTION 9-B gL50 i0 BE USED NIM OR vATHOUT SNOW FENCE AT OTHER LOCATON6 AS DIRECTED BY THE ENGINEER. PEDESTRIAN CURB RAMP CATCH BASIN FRAME PLACEMENT FOR THE HANDICAPPED SURMOUNTaBIE CURB AND GUTTER EROSION CONTROL DETAIL CONCRETE CURB AND GUTTER 8618 A f~ WD1H OF WALK 0 IFS- M N a ~ ~ ~_ ~~ 4" BLACK ~1 MN m ~ 1 BLACK ~~ iOPSdL 2R .e R TOPSOIL ~~ < '~ § 10' WIDE TRAIL ~I ~O OP ~ s SLOPEA 1 ~ j \ ~ /. SRRC°OSEO ~ - L4' CONCRETE PavEMENi \ ~~ N~ _ ~ ~,(~ _ _ \'`\ ' 1' CLa55 V AGGREGATE BASE - v --- ~ /~ TYPICAL SID WA K S TION IDAHO A N } O 5-0 Rp01O5 s s-D' EXPOSED AGGREGATE cVp6 ~~~ A fl FACE Di CURB CONCRETE RAMP / T} RDUNO ALL SLOPED INTERSECTIONS ~ PLAN VIEW `MRL 1' WIDE APPRO%. 10:1 SLOPE iR, I ~ 6' ~ ]' q' } N 6'-0" 5'-O' S'-0' m i0P5011 ~ JZ. MIN.~,S'~~ 11'-0" ~ROVND ALL 9' BLACK 4' BLACK SLOPED INTERSECTIONS TOPSOIL SlQ ~ s_H ~'~~.______ (FpR 8616 NRB & CUTTER) PAVE WEAR COURSE ND DEPRESSED CURB DETAIL CURB HEIGHT 1'vIDE 1' CONCRETE PAVEMENT E%POSEO gGCREGATE 1" CLASS v AGGREGATE BASE CURB aN0 GUTTER MLLNI.6'OEEP I'/FT. OR (UTTER BACK OF TCURB ~___ MIN. SLOPE ^ 0.6R TYPICAL SIDF WALK S TION THR~CH PARK I/1' RISE ~ / MAX. SLOPE ~ SHpTlLAN0T1 E%LEC ~E 0 -. r , CONCRETE WALK .. < .. ~:/: SECTION A-A ~ ~ ' ~' ~ w ~REET SECTION CURB ANp GUTTER I/Z" EXPANSION JOINT J/ SURFACE LREq TMENT -AFTER NORMAL CONCRETE FINISHING THE ,_$E:C_E[TION STRa G i lNE 5 wCVi CONCRETE SHALL BE LIGHTLY RINSED TO E%POSE AGGREGATE. THE EN. Brt. FDR REMOVAL E%POSED AGGREGq TE SHALL PROTRUDE AT LEa Si }/I6' ABOVE THE PROPp6Ep WEAR CWRSE. CONCRETE SURFACE.O slw IX RN.weN - mns we me BaSE COURSE AND AGGREGATE BASE O PEDESTRAIN RAMPS SHALL BE 6' 1HICK. vPOSPRA ~ECAh s uL RgomuOE "11usrz~/ic ~A a~W TME © PEP SIDEWALK DETAILS FEDEc TR,IAN CURS RAMPS FOR SIDE WALKC PEDESTRIAN u~ac RC~RAMFS FOR TRall_c MATCH EXISTING SITUMLU I:OUS SURFACING DESIGNED BY:OE61GNE0 BY DRgWN BY: REV nEpROT KTw urlpREq ur PpRec g9o[Rx40x uV 1316 ENERGY PgRK DRIVE 6T. PAVL. M N ESOTA 55106 APPROVED BY:MPROVED 8T JOB NUMBER BN IESSOJ UW5 OF m[ sTA~iE 0~ MxxESOTA FIwNFEq UNO[R (fi51j 611-aJfi9 SwF[T ^ caD DATE: F~DZ zoo sDZOO sD CUR715 RECD POND R caD FILE: 811 ssoJ~~cs~c~rT-um o c (auD~ """'0 °"'E FALCON HEIGHTS STREET CONSTRUCTION DETAL.S TGRR. J. M,pRER IS„6 Howard R Green Company 16