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HomeMy WebLinkAboutAddenda - RFP - 7100 JEFFERSON STREET ALTERNATIVES ANALYSIS PROJECTFinancial Services Purchasing Division 215 N. Mason St. 2"d Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of RFP 7100: Jefferson Street Alternatives Analysis Project OPENING DATE: 3:00 P.M. (Our Clock) February 3, 2010 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. Questions/Answers: Q. When might we expect the sign -in sheet to be posted to the Ft Collins Purchasing website? A. The pre -proposal sign -in sheet is posted at http://www.fcgov.com/purchasing/ and tab down to 7100pb. Q. It appears that site design/landscape architecture will not be part of the scope. Would you mind confirming or clarifying? A. Conceptual -level site design and landscape architecture will need to be included as part of the alternatives development/identification of a preferred alternative. The preferred alternative needs to include a level of urban design and streetscape improvements to determine level of impact/needs and advance to preliminary engineering and design. This most likely will be limited to median treatment, intersection (roundabout) design, pedestrian crossings, and streetscape. The urban design will need to help set the theme of the River District area and work with the urban design elements that will be developed as part of the Linden Street project, which is scheduled to begin very shortly. Q. The RFP asks that we submit CDOT Form 1331 that documents our DBE participation on this study. On the form, it is then asked that we attach a Letter of Acceptance and copy of the DBE certificate to the form. Are you requesting the letter and certificate? I am assuming this material does not count toward the proposal page count. A. We are requesting the letter and certificate and they do not count toward the proposal page count. Presentation of Pre&_aAlmeGe f,Pr(iferr k¥es,-° \ ''���:�� q �-� TF » • - � Alternatives Evaluation Alternatives Evaluation Process I. Establish preliminary alternatives list 2. Screen alternatives through fatal flaw analysis a. Evaluate overall feasibility, agency/community acceptance; document results (alternatives evaluation matrix) b. Circulate to Core Project Team for review and comment c. Finalize list of draft alternatives 3. Screen remaining alternatives through preliminary evaluation a. Evaluate detailed compliance with planning documents (DRCIP, etc.), effectiveness toward project goals; document results b. Present to Core Project Team for discussion c. Finalize draft list of final alternatives 4. Present analyses and draft list of final alternatives to public for review and comment 5. Review public comment with Core Project Team and finalize list of final alternatives G. Perform detailed analysis on final alternatives a. Evaluate costs, right-of-way impacts, satisfaction of stakeholder comments, environmental impacts, historical resource impacts b. Present to Core Project Team for discussion c. Select preferred alternatives 7. Summarize alternatives evaluation process and results in techmemo Alternatives — Preliminary List Jefferson Street a. Two-lane street b. Three -lane street c. Four -lane street d. Raised median along Jefferson (either within existing ROW or requiring additional ROW) e. On -street parking along Jefferson (parallel, diagonal) f. Bicycle lanes along Jefferson g. Pedestrian accommodations at the Linden Street intersection (bulb -outs, etc.); consider lengthening pedestrian crossing time h. Traffic calming along Jefferson i. One-way couplet with new northbound lanes along east side of the tracks j. Consider separate typical sections north of Linden Street and south of Linden Street k. All -pedestrian phase at Linden Street signal 1. Wider sidewalk along south side of the street in. Raised barrier between the roadway and the sidewalk on the south side of the street (up to 7' or 8' tall) n. Shift Jefferson to the north to accommodate on - street parking o. Implement downtown College Avenue typical section along Jefferson p. Underground Jefferson Street through downtown area q. Signalize Chestnut and Pine intersections; incorporate all -pedestrian phasing and raised, textured pedestrian crossings 2. Willow Street a. Two-lane street b. Three -lane street c. Brick street construction d. Bicycle lanes/No bicycle lanes along Willow e. Roundabouts at Linden Street and Lincoln Avenue f. Diagonal parking, parallel parking, back -in diagonal parking g. Traffic calming along Willow (ped xings, textured pavements at i/s, etc.) h. Trek parking provision along centerline of Willow (ala Walnut Street, etc.) i. Mill race (wider sidewalk provided with mill race) j. Accommodate portion of on -street parking on sidewalk (wider sidewalk and narrower street section) k. Drainage improvements along Willow 1. Improve intersection configuration of Lincoln Avenue intersection to better accommodate truck traffic in. Consider wider sidewalk on the north side of Willow than on the south side (independent of the mill race) 3. Linden Street a. Two-lane street b. Three -lane street c. Brick street construction d. Diagonal parking (consistent with Old Town side of Jefferson) e. Sidewalks on both sides of the street; wider sidewalk on north side of the street Alternatives — Preliminary List (continued) 11. Street lighting treatments throughout study area 23. Financing 4. Lincoln Avenue (particularly along Willow, Lincoln and at Willow & a. Private investment (designate tax-exempt a. Two-lane street Linden); consider near -term alternatives not tied to development enterprise zone, implement special districts, etc.) b. Three -lane street 12. Street car/Trolley that circulates throughout Old Town; b. Public investment (DDA, City, grant funding, etc.) c. Four -lane street tie-in with parking supply (for visitors and everyday C. Public/Private partnerships d. Diagonal parking and parallel parking users, ala 161h Street Mall shuttle) 24. Light rail/Heavy rail station within study area e. Brick street construction (from bridge into Jefferson 13. l id R Roadside Swae as water uaopposed to quality y feature (as o PP 25. Bus Rapid Transit (BRT) that connects project area with Transfort service and regional transit service (i.e. from ( intersection) I. Sidewalks on both sides of the street (consider 14. curb and gutter) Concrete pipe to Udall Natural Area p p r b 1-25 North EIS); consider in conjunction with TOD and/or parking supply at the Willow & Linden meandering walk along the south side, adjacent to 15. Realign sewer lines from beneath existing buildings intersection Udall Natural Area) 16. Enhance the park in NECR of Jefferson & Linden 26. Depict historic Mill Race alignment through the use of 5. Enhanced Poudre River trail connections from Linden (merry-go-round, fountains, ice rink, etc.) urban design elements, such as pavement treatments Street, Lincoln Avenue 17. 0' building setbacks (i.e. metal in the pavement), pilasters at each 6. Off-street bicycle facilities (i.e. Rails with Trails) 18. Thematic elements (signage, monumentation, self- intersection and water features 7. Pedestrian crossings guided walking tours, sidewalk treatments) 27. Provide bronze sculpture of Colonel Collins somewhere a. Grade -separated crossings of Jefferson Street 19. Wi-Fi service throughout the study area within the vicinity of the old fort site b. Grade -separated crossings of Jefferson Street and 20. Accommodate bicycle traffic somewhere within the 28. Consider markers and /or signage and/or pavement UPRR tracks (could connect between buildings, study area (at least one facility north -south and east- treatments to depict old fort site parking structures) west) 29. Thematic streetlights and signage design should be c. Bridge over the Poudre, linking Willow Street (west 21. Off-street parking management (shared parking, public timeless, elegant and simple of Ranch -Way Feeds) with the Oxbow site administration of lots/structures built by private 30. Provide functional signage to attract people to the d. At -grade crossings at Jefferson & Chestnut, sector, etc.) Poudre River Trail while providing educational Jefferson 8c Pine, and at half -black locations 22. Off-street parking sites messages that explain the natural values, management throughout the study area g } a. Publicly owned sites needs and potential conflicts with living in proximity e. At -grade crossings should be delineated with b. Schrader's truck vard of the river and riparian areas notable markings (textured, raised, etc.) c. Open space on south side of Willow, east of Linden 31. Encourage green building techniques (such as eco- roofing, etc.) and LEED's certification within study 8. Eliminate park in NECK of Jefferson & Linden; convert d. In structures with retail store fronts (similar to area to a parking lot or structure (above ground or underground), monument to Tedmon House, Mason Street structure) 32. Grass Buffer development, etc. e. In structures with dwelling units a. Filter strip 9. Consider location and phasing of providing off-street f. Include residential parking supply within the b. Terraced filter strip parking (construct surface lot within five years, confines of public parking c. Ecology embankment structure within ten years) 10. Improve aesthetics of bridges over the Poudre (Lincoln, Linden) to serve as Gateway features Alternatives — Preliminary List (continued) 33. Grass Swale a. Enhanced grass swale b. Wet biofiltratlon swale 34. Porous Pavement a. Modular block pavement b. Cobblestone block pavement c. Reinforced grass pavement d. Porous concrete pavement e. Porous gravel pavement 35. Detention and Retention Basins a. Porous Pavement Detention b. Porous Landscape Detention c. Extended Detention Basin d. Retention Pond 36. Media Filter a. Sand filter, above ground b. Sand filter, below ground c. Organic filter 37. Constructed Wetlands a. Constructed Wetlands Basin b. Constructed Wetlands Channel 38. Planter Boxes and Planter Strips a. Planter box, with infiltration b. Planter box, without infiltration c. Planter strip d. Street planter e. Eco-roof 39. Proprietary BMPs Alternatives — Final List 1. Street Sections a. Jefferson Street (existing right-of-way = 60') i. Three lanes (12'), without raised median, no bicycle lanes, no parking, attached sidewalks on both sides (6') = 48' ii. Three lanes (12'), without raised median, no bicycle lanes, no parking, attached sidewalks on both sides (6' on north side, 10' on south side) = 52' iii. Three lanes (12'), without raised median, no bicycle lanes, no parking, detached sidewalks on both sides (10' tree lawn, 6' sidewalk)= 66' iv. Three lanes (12'), without raised median, no bicycle lanes, on -street parallel parking (8'), attached sidewalks on both sides (6')= 64' v. Three lanes (12'), without raised median, bicycle lanes on both sides (8'), no parking, attached sidewalks on both sides (6')= 64' vi. Three lanes (12'), with raised median (8 additional feet), no bicycle lanes, no parking, attached sidewalks on both sides (6')= 56' vii. Hybrid? viii. Four lanes (12% without raised median, no bicycle lanes, no parking, attached sidewalks on both sides (6') = 60' ix. Four lanes (12'), without raised median, no bicycle lanes, no parking, attached sidewalks on both sides (6' on north side, 10' on south side) = 64' x. Four lanes (12% without raised median, no bicycle lanes, no parking, detached sidewalks on both sides (10' tree lawn, 6' sidewalk)= 78' xi. Four lanes (12'), without raised median, no bicycle lanes, on -street parallel parking (8'), attached sidewalks on both sides (6')= 88' xii. Four lanes (12'), without raised median, bicycle lanes on both sides (8'), no parking, attached sidewalks on both sides (6')= 88' xiii. Four lanes (12'), with raised median (8 additional feet), no bicycle lanes, no parking, attached sidewalks on both sides (6')= 80' xiv. Four lanes (12% without raised median, no bicycle lanes, on -street parallel parking on south side (8'), attached sidewalks on both sides (6')= 68' xv. Four lanes (12'), with median painted for diagonal parking (20'), no bicycle lanes, on - street diagonal parking on both sides (20'), attached sidewalks on both sides (6')= 120' xvi. Hybrid? b. Willow Street (existing right-of-way =100'; 60' on east side of Ranch -Way Feeds) i. Two lanes (12'), no bicycle lanes, parallel on -street parking (8% attached sidewalks on both sides (6') = 52' ii. Two lanes (12'), no bicycle lanes, parallel on -street parking (8'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ 70' iii. Two lanes (12'), bicycle lanes on both sides (8'), parallel on -street parking (10'), attached sidewalks on both sides (6') = 72' iv. Two lanes (12'), no bicycle lanes, diagonal on -street parking (24% attached sidewalks on both sides (6') = 84' v. Two lanes (12'), no bicycle lanes, diagonal on -street parking (24'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ 104' Alternatives - Final List (continued) vi. Two lanes (12'), bicycle lanes on both sides (8'), diagonal on -street parking (24'), attached sidewalks on both sides (6') =100' vii. Two lanes (12% bicycle lanes on both sides (8'), diagonal on -street parking (24'), attached sidewalks on both sides (10' on north side, 6' on south side) = 104' viii. Two lanes (12'), no bicycle lanes, diagonal on -street parking (24'), attached sidewalks on both sides (20' on north side to accommodate mill race, Con south side) _ 98, ix. Hybrid? x. Three lanes (12'), no bicycle lanes, parallel on -street parking (8'), attached sidewalks on both sides (6') = 64' xi. Three lanes (12'), no bicycle lanes, parallel on -street parking (8'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ 82' xii. Three lanes (12% bicycle lanes on both sides (8'), parallel on -street parking (10'), attached sidewalks on both sides (6') = 84' xiii. Three lanes (12'), no bicycle lanes, diagonal on -street parking (24'), attached sidewalks on both sides (6') = 96' xiv. 'Three lanes (12'), no bicycle lanes, diagonal on -street parking (24'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ 116' xv. Three lanes (12'), bicycle lanes on both sides (8'), diagonal on -street parking (24'), attached sidewalks on both sides (6') = 112' xvi. Three lanes (12'), bicycle lanes on both sides (8'), diagonal on -street parking (24% attached sidewalks on both sides (10' on north side, Con south side) = 116' xvii. Three lanes (12'), no bicycle lanes, diagonal on -street parking (24'), attached sidewalks on both sides (20' on north side to accommodate mill race, 6' on south side) _ 110, xviii. Hybrid? c. Linden Street (existing right-of-way = 100') i. Two lanes (12'), no bicycle lanes, parallel on -street parking (8'), attached sidewalks on both sides (6') = 52' ii. Two lanes (12'), no bicycle lanes, parallel on -street parking (8'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ - 70' - - iii. Two lanes (12'), bicycle lanes on both sides (8'), parallel on -street parking (10'), attached sidewalks on both sides (6') = 72' iv. Two lanes (12'), no bicycle lanes, diagonal on -street parking (24'), attached sidewalks on both sides (6') = 84' v. Two lanes (12'), no bicycle lanes, diagonal on -street parking (24'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ 104' vi. Two lanes (12'), bicycle lanes on both sides (8'), diagonal on -street parking (24'), attached sidewalks on both sides (6') = 100' vii. Two lanes (12'), bicycle lanes on both sides (8'), diagonal on -street parking (24'), attached sidewalks on both sides (6' on east side, 10' on west side) = 104' viii. Hybrid? ix. Three lanes (12% no bicycle lanes, parallel on -street parking (8'), attached sidewalks on both sides (6') = 64' x. Three lanes (12'), no bicycle lanes, parallel on -street parking (8'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ 82' xi. Three lanes (12'), bicycle lanes on both sides (8'), parallel on -street parking (10'), attached sidewalks on both sides (6') = 84' xii. Three lanes (12% no bicycle lanes, diagonal on -street parking (24% attached sidewalks on both sides (6') = 96' xiii. Three lanes (12% no bicycle lanes, diagonal on -street parking (24'), detached sidewalks on both sides (10' tree lawn, 6' sidewalk) _ 116' xiv. Three lanes (12'), bicycle lanes on both sides (8'), diagonal on -street parking (24% attached sidewalks on both sides (6') =112' xv. Three lanes (12'), bicycle lanes on both sides (8'), diagonal on -street parking (24'), attached sidewalks on both sides (6' on east side, 10' on west side) = 116' xvi. Hybrid? d. Lincoln Avenue (existing right-of-way = 70'-100') i. Three lanes (12% without raised median, no bicycle lanes, no parking, attached sidewalks on both sides (6') = 48' ii. Three lanes (12% without raised median, no bicycle lanes, no parking, sidewalks on both sides (6' attached on west side, detached, meandering on south side [20'1) = 62' iii. Three lanes (12% without raised median, no bicycle lanes, no parking, detached sidewalks on both sides (10' tree lawn, 6' sidewalk)= 66' iv. Three lanes (12% without raised median, no bicycle lanes, on -street parallel parking (8'), attached sidewalks on both sides (6')= 64' k r Alternatives — Final List (continued) d. Pedestrian crossings v. Three lanes (12'), without raised median, i. Grade -separated crossings of Jefferson bicycle lanes on both sides (8'), no parking, Street and UPRR tracks (could connect attached sidewalks on both sides (6')= 64' between buildings, parking structures) vi. Three lanes (12'), with raised median (8 ii. Bridge over the Poudre, linking Willow additional feet), no bicycle lanes, no Street (west of Ranch -Way Feeds) with the parking, attached sidewalks on both sides Oxbow site (6')= 56' iii. At -grade crossings at Jefferson & Chestnut, vii. Hybrid? Jefferson & Pine, and at half -block locations viii. Four lanes (12'), without raised median, no throughout the study area bicycle lanes, no parking, attached e. Accommodate bicycle traffic somewhere within the sidewalks on both sides (6') = 60' study area (at least one facility north -south and ix. Four lanes (12'), without raised median, no east -west) bicycle lanes, no parking, attached I. Light rail/Heavy rail station within study area sidewalks on both sides (6' attached on west g. Bus Rapid Transit (BRT) that connects project area side, detached, meandering on south side with Transfort service and regional transit service [20'1) = 74' (i.e. from I-25 North EIS); consider in conjunction x. Four lanes (12'), without raised median, no with TOD and/or parking supply at the Willow & bicycle lanes, no parking, detached Linden intersection sidewalks on both sides (10' tree lawn, 6' 3. Street Design Details sidewalk)= 78' a. Pedestrian accommodations at the Linden Street xi. Four lanes (12'), without raised median, no intersection (bulb -outs, etc.); consider lengthening bicycle lanes, on -street parallel parking (8'), pedestrian crossing time attached sidewalks on both sides (6')= 88' b. Traffic calming along Jefferson xii. Four lanes (12'), without raised median, c. Consider separate typical sections north of Linden bicycle lanes on both sides (8'), no parking, Street and south of Linden Street attached sidewalks on both sides (6')= 88' d. All -pedestrian phase at Linden Street signal xiii. Four lanes (12'), with raised median (8 e. Raised barrier between the roadway and the additional feet), no bicycle lanes, no sidewalk on the south side of the street (up to 7' or parking, attached sidewalks on both sides 8' tall) (6')= 80' f. Signalize Chestnut and Pine intersections; xiv. Hybrid? incorporate all -pedestrian phasing and raised, 4• 2. Non -Street Section, Transportation textured pedestrian crossings a. Roundabouts at Linden Street and Lincoln Avenue g. Brick street construction b. Enhanced Poudre River trail connections from i. Willow Street Linden Street, Lincoln Avenue ii. Linden Street c. Off-street bicycle facilities (i.e. Rails with Trails) k iii. Lincoln Avenue h. Traffic calming along Willow (ped rings, textured pavements at i/s, etc.) i. Truck parking provision along centerline of Willow (ala Walnut Street, etc.) j. Improve intersection configuration of Lincoln Avenue intersection to better accommodate truck traffic k. At -grade crossings should be delineated with notable markings (textured, raised, etc.) 1. Improve aesthetics of bridges over the Poudre (Lincoln, Linden) to serve as Gateway features m. Street lighting treatments throughout study area (particularly along Willow, Lincoln and at Willow & Linden); consider near -term alternatives not tied to development n. 0' building setbacks o. Depict historic Mill Race alignment through the use of urban design elements, such as pavement treatments (i.e. metal in the pavement), pilasters at each intersection and water features p. Consider markers and/or signage and/or pavement treatments to depict old fort site q. Thematic streetlights and signage design should be timeless, elegant and simple r. Provide functional signage to attract people to the Poudre River Trail while providing educational messages that explain the natural values, management needs and potential conflicts associated with living in proximity of the river and riparian areas Drainage Design Details a. Roadside swale as water quality feature (as opposed to curb and gutter) b. Concrete pipe to Udall Natural Area c. Realign sewer lines from beneath existing buildings Alternatives — Final List (continued) 5. d. Grass Buffer i. Filter strip ii. Ecology embankment e. Grass Swale i. Enhanced grass swale ii. Wet biofiltration swale I. Porous Pavement i. Modular block pavement ii. Cobblestone block pavement iii. Reinforced grass pavement iv. Porous concrete pavement v. Porous gravel pavement g. Detention and Retention Basins i. Porous Pavement Detention ii. Porous Landscape Detention h. Media Filter i. Sand filter, above ground ii. Sand filter, below ground iii. Organic filter i. Constructed Wetlands i. Constructed Wetlands Channel j. Planter Boxes and Planter Strips i. Planter box, with infiltration ii. Planter box, without infiltration iii. Planter strip iv. Street planter k. Proprietary BMPs Off -Street Parking a. Consider location and phasing of providing off- street parking (construct surface lot within five years, structure within ten years) b. Off-street parking management (shared parking, public administration of lots/structures built by private sector, etc.) c. Off-street parking sites i. Publicly owned sites ii. Schrader's truck yard iii. Open space on south side of Willow, east of Linden iv. In structures with retail store fronts (similar to Mason Street structure) v. In structures with dwelling units vi. Include residential parking supply within the confines of public parking 6. Other a. Eliminate park in NECR of Jefferson & Linden; convert to a parking lot or structure (above ground or underground), monument to Tedmon House, development, etc. b. Street car/Trolley that circulates throughout Old Town; tie-in with parking supply (for visitors and everyday users, ala 16th Street Mall shuttle) c. Enhance the park in NECR of Jefferson & Linden (merry-go-round, fountains, ice rink, etc.) d. Thematic elements (signage, monumentation, self - guided walking tours, sidewalk treatments) e. Wi-Fi service throughout the study area f. Financing i. Private investment (designate tax-exempt enterprise zone, implement special districts, etc.) ii. Public investment (DDA, City, grant funding, etc.) iii. Public/Private partnerships g. Provide bronze sculpture of Colonel Collins somewhere within the vicinity of the old fort site h. Encourage green building techniques (such as eco- roofing) and LEED's certification within study area Alternatives Evaluation — Preliminary Evaluation oa�� Boauq-141 Zrnun 1A S c 0 Go GG O 000-000 101 Go* — G 0 00S.-O 0 a BEEN MEMBOOMBESE 1ORMEMEMOMEN M MMEMBOHN M moms MORWHOEMBEEN OWMVIR."y M. MEMBOM MENSE 0111�EEOBMSESO MIMEC-IBM MEMO -'---BMSNRN P­3 i �� � �/ �# I f�si jN• t a� '�' f � 4 �t� "�� S "�` � �'`€ 7 � � r '.. �� .�+� x �+`" .µ�. ��„r`a `�- � � 9�3' y'., � Alternatives Evaluation — Preliminary Evaluation (cont.) mnrvr?im: NM'' ®, .,, ME e w . +six+mrmn ® • - - • • 1013111111 ®., MMMOME umR s 101 000 O — 00 GLn m; .facurxf 6 1 1 0 N!A O 0 4 w066 add v NA O O 1 v �y ttaCeE O O — O aa��A.00�FO 0:ro:au9 Alternatives Evaluation — Preliminary Evaluation (cont.) RMEMO" E M M M _ ®®®®.®. gym,. ®® ® ®O®®ENUMMMMM nr.�am, rnrzrrm� n.C.T ®® ■ � ■ ®©®MIN III�. ® ..... ._ ®®®®®.®. ® ..'. ®®M®.®. Fav •- Excellwi: Vpe-J • E.:Jlcn. Vaga 8 • - Exxllrn: Vega 9 Please see attached: 1. Jefferson Street Streetscape Improvement Project Area Map — Addendum 1. This map replaces Attachment 1 in the RFP documents. This map is consistent with the map that we have been presenting at Board and Commission meetings to date. 2. Appendix to the 2008 River District Plan 3. 50% Engineering Drawings for the 2008 River District Plan Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. where renewal is a way Of life Alternatives Evaluation — Preliminary Evaluation (cont.) 'a' I�vn tusura ant N/A N/A .!I I -I A # I- .1A ./A NIA 111 11- WA WA 11.1 WA 10 .1A an A�cet ./A 11 IA 10 1 .11 5.1 N/A III WA .1A II/A .1A .,'A WA .,A III NIA WA N/A I/A IA III .,/A III III NIA I/I WI ./A N/A NIA .,A N!A 111 .1. mpwn "!A III III ./A NIA WA N/A NIA liA N/. .1A N- M;A N/A WI 6.9. —1n1 N;A WA 11A III IED 71 PA V it ] Preliminary Design — Plan Set Words of Caution Preliminary Design Package It is important to note that the design improvements contained within this document were taken to preliminary - level design only and should not be construed by the user of these plans as being a final design product. This preliminary design identified only how the preferred alternative typical sections could fit within the available rights -of -way. As such, this design effort did not include vertical geometry nor did it identify where toes of slope would match to existing ground. The nature of redevelopment of the study area lends itself to this approach, given that vertical geometry of many parcels of land adjacent to the streets within the study area could also change. Centerline elevations were matched as closely as possible to minimize the impacts to existing ground (again, existing ground could change), but notable changes are likely. The centerline elevation along Willow Street between Linden Street and Lincoln Avenue where the railroad spur to Ranch -Way Feeds crosses Willow Street is one example. When/If redevelopment of the Ranch -Way Feeds property occurs, the tracks may be removed and the nature of Willow Street could change significantly. As another example, the vertical geometry of Lincoln Avenue would also be impacted by the removal of the tracks. Aside from vertical geometry, other design features within the study area are likely to change as redevelopment occurs and the ultimate configuration of these streets is constructed. One example is the configuration and pedestrian treatments at the Willow and Lincoln intersection. As shown, the pedestrian crossings at this intersection would need to avoid the railroad tracks. This condition requires that pedestrians cross a longer distance of roadway than what would be r . M4 ideal. Removal of the tracks, however, would allow for a more direct and shorter crossing for pedestrians. In summary, the reader is advised that the design plans provided in this document are preliminary -level design only. Users of these plans need to consider geometric and other design issues that are specific to the site that he/she is designing. Cost Estimate and Funding Overall Project Costs MV fi Total Cost of Project Elements ("Basic" design features) MTotal Cost of Project Elements ("Enhanced" design features) 11 Total Added Cost from "Enhanced' Design Features Project Costs — per Phase Phase 1 — Linden Street 707--BIDITEW . ... .. 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Is $ ............. ......................... . ..... IS .l $_ 542797 ............ S, "4a ............... ............ - " 1 .1 .......... TI.I.Cont .............................. �6. It_ ............ _T.TIL OF— . . ....... I $ ............. ........... iiii6�4 .................. ............ . RO 70610 Fa I $ " 1­ c­ Fa ._ _1— --- 'k $ 6000 ........... . . . .................... ............ . ........... . ..................... ........................................ . ......... ... ..... ..... . ... .. —I ...... J ........... ................... .. ........ ............... ------- - - - s. .... .......... ....... . ...... ­­ ..... ......... .................... .... ....... - — I 11---1 cm m Phase 5B — Jefferson Street (Excluding Roundabout) Phase 6 — Willow Street (East of Linden Street) Oownlown City al FL Collins �T'`�) I UNE'IIIANYx 512'2006 1 LL\ MS OuwnlewnQlYaIFL Collins UyI,£ PreliminrY Co.l EsrWurc L`Yi c)M1IEn\'Y [lowmown Clty of R. Collxu Ci1YW Fort C... _ RN1 ,Cost EspmaM1 CIYW£arl Colins Jenwvl9lrsa. E.c4binp HpuntlsOarW cx[cun er. Wllbw Shsel, Eesl of UnGn YrsW Cx6Cxm s.. e1xl5xlp:ly nv�5urvejuq _ ___ . 1191 3 ..ao:. $ .............. 12 8 W E I aan 72 8 fio.22 f M $ 4 Is u1 p3_.... l......_I tl_zs..3 ............ . x25e^. f 9z t 6>.m6 ]61 t 182.92 S 1] 4922 3 2,2m.m E 2,2W x ..... ;.....__.w.w s...._...__.-7s 3 t 12]9 $ Is.- IS { m S 112.EEC S 5,526.61 S 2^,062 25m f W 4 31.a96 12a5 E t1_W .4 ..............13.69I.. f W f a.6oC __ ..._.. { 23,o60.W ._... __ E .._........._ t m 5 9 f 6om s Sao 1 E 33,BI6.34 S 33.EJE -5o.Jo1 f 54 a..... S 56aoo.6J S 3 Sv,apl 4 1E9.202 . _....._. ...... _........... ........_.___ .. _...............,__.. 4 129].215 S ....... 45.121 f SOoOm E s.c9o. EST —I.E E Faye 1112 '7 s-Izrvfi vrW6wlpryCou Fuinu �\ 3 .+y .Y.Y„e.aer� LttYW Rsn GWlw n WNbw fipnW,EmIOYUMon 6lrval clatcam et, Phase 7 — Lincoln Avenue Phase 8 — Poudre Street Liry of Fort CaIIMa LAC. I I I—$ C, '41f IS_00 $ 20n-— . ........ .......................................... ............... 1100 ---------------------- - R -15O-�4. A T.N F.1 AW. 0—,S. 1751LEG EON .1 ETJE`11- Aslw',. F,')� ................... Co. M f mo s WP ........... ................... ..........GAL. ...... ...f mo.nn Curo am I- I I-- LIN 1,7611 F— .. ..... ................ ll:w A ............... Mlll no s 1 . . . .... ..... .. ...... ...... EACH 2 A.— —_ K20,000 F.-MicWjC" 2) ............ I,A - ------ - - --------- 0. 1. . . . ... ........... ... 5240�IOW P.- 71 $ ............ TAL OF ... . ........... ................. - ............ ........ . ................... . ...... . ..... ....................... . ...... LS .............. - ------------ Ll ................ ........ ...........— OI TOTALF WL BD r�s ........... --- .. .. - .......................... ................ Ln- g n�m s .................................... FA ........... . . w 7am FIA &.1.1 c-1 FA 1 ..... ...... ... ... TOTAL OF FORCE ACCOU� ................. 31.1.0]. CITY .1 FL —.11 p-1 — .1 - 1 1.71 Cy- ll, — I_ ............vcu .................. LF .--- $ 3. -661.0 EACH S S c. EACF I 51 TON ......................... ........... V - ---- EACH , 1 ........ ..................... - .................... mm.....0.,A, ' - FA- I s ... ...--i'), -i " ­ ------------ — '13W 1. E-- Cl— ...... ..... .............. FORCE ACC..' TOTAL Of ............ ........ .... ...... ..... --- ----------- . 1—A., ". 1 .1 1 ID t7 �.I R La r Funding Matrix For Standard Fund Name Source Fund Description Features or Eligible Expenditures Targeted Key Dates Max Amount Cash Match Enhanced Improvements Y/N, Features? Standard development fees - Development Review, Plan check and Expenditures related to the Capital Developer Permit fees, Community Parkland, Fire, General Government articular feethough not pg Based on size 1 Expansion and thru City of Services, Police, Library, Neighborhood Parkland, Street Oversizing, Standard , necessarily at site in River N/A N/A and density of N Utility Fees Fort Collins Water/Wastewater, Electric Service Charge. Storm Drainage, Lorimer District project County Transportation Impact Fees. Citv and Count tax 2 Developer On- & Off -site Developer Some improvements may be thru Escrow (3) instead Standard Street, sidewalk, curb and Im rovements gutter, utility connections River District Developer Fees collected for Owner's apportioned cost of standard local street Attached sidewalk and tree 3 Escrow thru City of section improvements based on measurement of adjancent street Standard wells for street trees Fort Collins frontage. Construction projects estirated to cost over $250,000 require 1 Art in Public City of Fort percent of the estimated cost designated for works of art: projects 4 Places Collins between $50.000 and $250,000 require use of an APP approved Enhanced artist to participate in project design for purpose of incorporating works of art into theproject: Pedestrian Plan Implementation - gaps in district's sidewalk system and ADA Building on City of Fort Standard & Improvements; Bike Plan 8 Basics Collins .25 cent sales tax over 10 years; Enhanced Implementation; and Intersection Improverents. Ideal local source for leveraging state/federal grant funding opportunities Based on Downtown increase in ad Tax Increment Incremental increase in ad valorem property tax based on taxable Standard & Fagade & public improvements valorem FinancingDevelopment Authority value of parcel or improved building p p g Enhanced property tax value in a private project Dept of Local State of "Planning, construction and Applications 8 Affairs Mineral & Colorado Standard & maintenance of public facilities" accepted 4/1, Suggested Minimum Energy Impact Department of Enhanced and "the provision of public 8/1, 12/1 $500,000 max 100 Assistance Fund Local Affairs services." annually I Interpretive features, Apps Suggested State Historical Colorado Acquisition and development of rehab of historic accepted 4/1 $20Q000 max; 9 Fund Historical Grants for historic preservation Enhanced historic properties and buildings. acquisition and 10/1 less than Y/Min, 2590 Society education projects of property for Old annually $25,000 has Fort Site museum Sim ler review Funding Matrix (continued) For Standard Fund Name Source Fund Description Features or Eligible Expenditures Targeted Key Dates Max Amount Cash Match Enhanced Improvements Y/N, Features? Certified Local Colorado AppsAround 10 Government Historical Grants for historic reservation P Enhanced Educational activities, programs Interpretive features accepted Nov acre $10,000 - Helpful but Grant Society and publications and programs 15 annually $15,000 is none required realistic max Applications North Front submitted for Range Linden and Metropolitan Linden, Jefferson/ Jefferson. Large range 11 Federal ISTEA Planning Potential Enhancement and Congestion Mitigation &Air Quality Standard & Streetscape, intersections, SH14, Willow and/or Results depending Minimum Organization g (CMAQ) grants. Enhanced bicycle & pedestrian Lincoln streets & known by upon available 20 % local & Colorado improvements. intersections October state/federal match Dept of 2007. Future funding levels Transportation application cycles every 2-3 years. Transit service Large range 13 Federal Transit Federal Transit New/ex New/expanded transit service grants for capital costs and potentially Standard & New transit loop for River between DTC and depending Minimum Administration for O&M. Enhanced District River District, inc Annually upon available 20 % local Administration to/from existing state/federal match parking structures funding levels National 14 Endowment for the Arts 15 Boettcher Foundation & Boettcher Privately endowed grant -making organization dedicated to assisting, Standard Capital Improvements related to Culture Grantnt Foundation encouraging and promoting the residents of the State of Colorado. arts & culture Community 16 Community Foundation of Foundation Northern Colorado 17 Private Donations Large & small individual and corporate donations, naming rights Enhanced 18 Fee In -Lieu Parkin Pro ram Developerg thru City of Fees collected for parking in -lieu of on -site parking requirements Standard & Enhanced Capital Improvements Parking lots & BFO Offer Expected for Unknown N g Fort Collins eventually structures 2008 or 09 r— 7 City of Fort Collins Drawings For Fort Collins Downtown River District Project No. 000000000034526 Fort Collins Apr. 29, 2008 N ® ZODD D 2000 Do SCALE IN FEET INDEX OF DRAWINGS GENERAL WGH1 TITLE & INDEX —A LEGE10 Z 11 STAIIA11 I—INGS CIVIL WORK ,L— GFIIETIIE EIIA TVCAL SIGT:.1.1 1�1.IL.1=11T TI-Al SECT INNER AT .. T V— TIT.Al 1. ON E " A" I'll G�IE """ P:T... 1 E I NANII IFEIC.N TREET OR H NEFT ILA A"=:E N NO LWEGINA`�`ENLE L T" TI ILAI A'. ANO 1 IIII�T TAI�— l 1EIINITI A L L.LL ERSEN S7 NO E LINAWLN AVE) sn ,.N. "_ RUN AND IN—E TIRE E I'E`L`T'COLN AVE TO JO.W aTRwwo PLAN TIIIT .E N PLAN ET — T� PLAN DIIEN STREET I E LINCOLN AVE PRELIMINARY 50% SUBMITTAL 04Z29ZO8 THIS IS A PRE DIIA—LEVEL DESIGN AND IS N T INTENDED AS A BID SET. HORIZONTAL AND VERTICAL DESIGN FEATURES MAI BE AMENDED AS NEEDED. -" APPROVAL IRGM 1111 ENGINEERING FOR NOR E,gin-rmg, Inc. L —J Jefferson Street Streetscape Improvement Project Area Map Addendum 1 e � � t r i�7r e-•�3F'd' :Zs +� !� ���*^'" ��.°rxf? � ,� ,. •dr+ a`'� �a � � r �""�w°'tom gil t ' Ale a+t'��k��`,{•� r'7�y} ���¢�.tT,�`.�' I�"�,�,k °a;� p�-`y'p CM 117 { ,� �, sue; `�`.. �" ;� r � c ✓ •.�,,�"��. i r"" r.�: �OF cat a, { � �i � �' r r �',� � �n •� &_ �t� fir �`�•'-�r� ni � {� '"¢".i� ,� � tt �,+��., " �;T �..'�Y'' [—�— en, 'fair ITN x" �' .i,;wi �" J�'F.•i' '4m4 ` {y y'k w' 1,12 �. cif �.* a '-•.��3 ��� •�� ,5, a`j_ EFintarnAUe N. y.1 r F ii 5 , a� ' i rr�° yi " wiyJ a b, 9n�y�' T" .'„ '� 1- �'°,ii ` - ''U.• r'tL,•"''�.; dr r,.;gyp;?. f j i+"�} {+;'tt w^"Yt'i � i"art �Y F .en=�dL, � ✓ i' '�� +� c� { ��'�w �Y�r .T�,�,4�:}•5+ wcl�sy;,- "'T F 3['�,� r aq�, �y �� 5� t rv.• tt %a: wiii'it _��.:. Legend 1 OR Street Path (Existing) Historic Old Fort Site o o.ors owoos o.oy aStAass r jl =E== Project Area a/C WINE AR CONOITIONRNG ARPERECi/ENGINEER CLKG CLR CAULKING F 10 F FA[I TO FACE ID INSIDE DIAMETER. INTERIOR DIMENSION NORTH. NEUTRAL R&F REMOVE AND REPLACE 1O8 TOP OF BOLT, TOP OF BANK. AMPERE GNP CLEAR MANHOLE F&B F B FACE AND BYPASS FABRICATE IE INVERT ELEVATION, FOR EXAMPLE INSIDE FACE NA .1 NOT APPLICABLE NATURAL. NATIONAL R&S PC.— AND SALVAGE OP OF BEIM. TOP OF BERM All ANCHOR BOLT CUP GOUIONICATION CORRUGATED METAL PIPET FB FLOOR BEAM E FOOD NC NORWLLv CLOSED R RADIUS. REGISTER. RISER RA RETURN AIR IOC 70P Of CURB, TOP OF CONCRETE 100 TOP OF DVC1 ABnN ABC ABANDON ABOUEUtE BASE COURSE CMU CONCRETE MASONRY ONI FDIC FIBERBOARD P IMPACT AEG NEGATIVE RERESIUEN BASE, ROCK BERM 'OF TOP OF OO}INC aBl ABOUT CO COL COLUMN I, CONCRETE OPENING COLUMN FBG FBI FIBERGLASS BOARD FOOT MUSIJRE IRO INCH w`LUOE, INCANDESCENT F FUC NEAR FACE. NON -FUSED NO1 W CONTRACT I— RECEPTACLE RD RODE pCLE TOL 10P Of GRATING i0l 10P OF CR TOP Of LEDGER AC ACK ALTERNATING CURRENT AC CC COMMON COMB COMBINATION FBI FC FURNI5nE0 Br OWNER FLUSHING CONNECTOR wSTR LUEN NSIRUMCN}ATION NO NOM NORMALLY OPEN, NUMBER NOMINAL RFC RECESS NICE REED RECCNED TOu TOP OF MASONRY i0P TOP OF PLATE ACP KO05NC CERING PANEL, ASPHALTIC CONCRETE PAVEMENT COMN COMMUNICATION FCA FLANGED COUPLING ADAPTER INSUI INSULANON NPS NOMINAL PIPE 512E IECTANGUUR tOPO TOPOGRAPHY ACSi ACOUSRC COMP CO POSITION. COMPRESSIBLE. COUPOSIIE FO FDIC FLOOR DRAW FLE%TREE DUCT CONK ECibN INi W1R INTERIOR, WTERSECTK N W1EgNEGATE. INTERIOR PT Ai10NAL PIPE THREAD RED REDUCER tOS TOP Of $LAB, TOP Of STEEL a0 ADDENDUM, AREA DRAW CON C0 ICEITRIC FOR FEEDER NN wVERI NS N S NEAR SIpE rv0i i0 SGLE REF REFERENCE REINF REwFORCIrvG 1pE OF SLOP[ IOW TOP OF AD OL ADN ADDESNE ADHESTA CON[ CONCRETE FIT, FOUNDATION MPS IRON PIPE SIZE NWL NORMAL WRIER LEVEL REM REMO✓E WALL tP TKY PARTRNN. TELEPHONE POLE. AOJ AD STABLE, aDYACErvT CDNN CONNECTION CONK C0 SIFUCIION FE FEC FLMNGEO END FIRE EDITOSHER CABNEI IPT R w ERNAI PIPE THREAD INSIDE RADIUS. IRON ROO 0 i0 D OUT TO OUI RICO REOUNED RESIL NVDU 0E TOE PLATE, TRAP PRIMER F F AMP FRAU E. AMP NSE CONI COMINUOVS FITS FNARED END SECTION Nq IRRIUTION OA OUTSIDE AIR, OVERALL URED REi RETAINING. RETURN ip0 1 PAPER 015PCNSER TPC TOUT MROUCH PULE ORDER All ABOVE FR+ISH FLOOR ABOVE FwtIH GRADE COOR CORR COORDINATE CORROSNEp CORRUUTCO TEXT FIRE EXTINGUISHER FACE. FACTORr FlN1Sn, FUi FACE ISO ISOMETRIC a a ON CENTER OVER CORRENT PROTECTION DEVICE REV NEVISYOx, REVERSE R RESIUfrvi FLOORING TR IRAI+SOM IRANS AGGR ACCREGatE CP CHECKER LATE, CONTROL POINT FG iiN15HID GRADE JS JUNCTION BOX OD OUTSIDE DIAMETER RFG RCOUrvG "' TION }RD TRENCH DRAY! AIC AREA INLET, ANALOG INPUT AMPS TER .I UPACII CHUG CRL COUPLING CORROSION -RESISTANT LINING TH Fp FIRE HYDRANT FIGURE JGi JF JUNCTION J01NI FILLER OEO OF OPEN END DUCT OUTSIDE FACE. OFFICE FURMSHING RR REFLECTED. REFLECTOR ftGH ROULM T IYPIUL aLTL KTERNA�T E. ALTITUDE CSC K C04PRESIION SLEEVE COUPLING COUINTERSNK FTH FJT FINISH Ft SH JO JSi T JOIST JOINT O1C1 OWNER FURNISHED CONTRACTOR INSTALLEp RGS RIGID GALVANIZED STEEL URINAL ALUMALUMINUM CT CLINIC SERVICE SINK FL FLOW. FLOWT LK 010, OWNER FURNISHED OWNER INSTALLED RGS-DIVA PVG COA}EC RGS TH RELIEF HOOD, RIGHT HAND. UL NCERLROUND LILT UIPMATE I M OUStICaI upiEP.AL BIER C' CONTRA TILE FLEx FLE%IEEE ORIGINAL GROUND RELATIVE nuupH1 U.I. UAEINISnED ANL ANCHOR J CTR CONTRACTION JOINT CENTER FLG FLOR FLANGE FLUORESCENT KNEE BRACE On REOUIREO LAP uN0 urvl[SS NO1E0 OTHERWISE AO ANALOG OUTPUT GIRL CONTROL FILE FLOOR KCMIL KD THOUSAND CIRCULAR MILS KNOCK DOWN OP NO OPP OPENING OPPOIRE RLFA RELIEF Alfl RND UT IL UTILITY ACCESS P EL Cvi CULVERT FLS PUSHING. RUSH KO KNOCK OUi OPT OPTIONAL ROUND RNG R TIRING VENT, VELOCEv. VOLT APR% APID APPROXIMATE PPROVED CU Cw COPPER, CUBIC CLOCKwYi^E FN FENCE G K51 Kw KIPS PER SOUARE INCH I w TT OR OUTSIDE RADIUS RO ROUGH OPENING VA VENT AMPERE ARCH ASSY ARCHITECTURAL ASSEMBLY CY CUBIC RD FOB FIT ON BOTTOM NLO A OHO ORIG OVERFLOW ROOF CHAIN ORIGINAL ROu - - R REVOLU}10NIAPCR MINUTE VAC VACUUM VAR VARNISH, VARIABLE. AT ACOUSTICAL TILL, AMP 1R1P PENNY (NAG ICASORE) FOC FOF FACE OF CONCRETE, FACE OF CURB FACE OF FINIIN L LAD ANGLE, LENGTH, LAVATORY, LINTEL UDDER OVTL OVHG OVERFLOW OVERHANG RR RAILROAD RIP VOLT AMPERES REACTIVE ATC ACOUSTICAL TILE CE1uNG 0 DEEP, DIFFUSER. DRAIN FOM FACE OF MASON Rv Uu IwatE 02 OUNCE ROCK SLOPE PROTECTION RT RIGHT VB APOR BARRIER, VINYL WSE, VALVE BOx AUTO ATMOSPHERE AUTOMATIC OB CIA DUCT BANK, DECIBEL. DRY BULB DEFORMED F05 FACE OF ITUDS ITL LAIC RAT RESILIENT VINYL TILE VC VERTICAL CURVE U% AUxILIARY DEL BAR ANCHOR DOUBLE FOOT FPT FLAT TOP FEUALE PIPE THREAD LB LCTB UG BOLT, POUND LIQUID CHALK AND TACK BOARD A PAINT PUBLIC AD RY READY VON VTTRI FI CD CLAY PIPE VCI VINYL COMPOST LION TILE, All AVG AVENOE AVERAGE DC AEG DIRECT CURRENT DEGREE FIR FRY FRAME FIBERGLASS REINFORCED PLASTIC LDG LANDING PAR pRE55 PARALLEL, ARAPCI S/W SIDEWALK VERIICA CENIERLNE AWC Awi AMERICAN WIRE GAGE ACOUSTICAL WALL TILE DEG AEG ` BE FEE CENIIGRADE DEGREE FAHRENHEIT FRTM ES FIFE RETARWNI TREATED MATERIAL FLOOR S NK FAR SIDE LUR LB L LEADER L1(NNC EYE LI,R FOOT AD PB PC PANIC BAR. PULL BOX PANI B BOARD POINT Of CURVE PIECE PRECAIi S SOUTH, SIN„ SA SUPPLY AIR SAM SOUNO-ABSORBING VCL EIDCITY VENT VC TITRATION B TO B BACK TO BACK DEMO CEP DEMOLITION DEPRESSED FT ETG REi, FOOL GDOTING, LG LONE PCC POINT OF COMPOUND CURVATURE YMSOrvFv UNIT SANU SANITARY vERI VERTCAL VEFTS VIER IICAL REINFORCING BALANCE DET DEPPRTMENT FUR FITTING FURRED. FURRING H N IEFi HArvp LWEAR PCF PCi POUNDI PER CUBIC FOOT SB SPLASH BLOCK vC VERTICAL GRAIN BIG BULLETIN BOARD GET DIE TAIL FURN FURNEURL FURNISH UO LIOUp PE PfRCENi PLAIN ENO SC SOLID CORE SCH SCHEDULE v1F VERIVY IN HELD W BC BO BASE CABINET, BOTTOM CHORD, BOLT CENTER. BOLT CIRCLE BOARp DI CIA p1AC DROP INLET, DUCTILE IRON, DIGITAL INPUT DIAMETER DIAGONAL, DIAGRAM Fu N FUTURE FACE VELOCITY' LLH LLV LONE LEG HORIZDNTAL LONG LEG VERTICAL Ell PEN PEDESTAL PENETRATION SCHEM SCHEMATIC SCN SCREEN V1NL vOl VOLUME VPC ERIICAL POINT OF CURJAIURC BOTH ENDS. BELL END plEf DIFFERENTAL, DIFFERENCE fW Fw0 FIELD YIELD. FIRE WALL FpRwpRO L LNGU LIQUID MARKER LECTURE UNIT LONGITUDINAL PERF PERM PERFORATED PERMANENT 5C STEE'/o UMINUM COCE VP1 VERtICAL P01N1 OF INTERSEL110N BF BOTH FACES. BOiipM U`E. OIN DIMENSION FWE FURNISHED WITH EQUIPMENT LOC LOCATION PCRP PERPENDICULAR NEC SE CO AR IECONOS SECT SECTION Y NT If iA IS VERSUS„ VAPOR SEAL NGENCY BLIND (LARGE. BOARD FEET BITUMNOUS DITCH DISCHARGE FITR FIXTURE P LOW POwt PF POWER ACTOR SEP SEPARATE V q VENT THROUGH ROOF GKO BKG BL BACKING BASE DIST DIV ESLANCE. DISTRIBUTION ENVISION G GRILLE, GROUND LPS LR LOW-PRESSURE SODIUM LONG RADIUS PFMU PH PREFACED MASONRY UNIT PHASE SF SQUARE FOOT, SILT RNCE SG SHEET GLASS, SEALANT GROOVE vwC VINYL WALL [WITHIN[ BLDG LINE BUILDWG OL "A OFAC LOAD DOUG EE MECHANICAL GA CAGE (METAL iH1CKrvETS) Li LEFT PI POINT OF INTERSECTION SH SHOWER BLK G BLOCK BLOCKING OMPf JOINT DAUP ROOFING GAL CALV WLLON ULVaN12ED Li0 LTG TIED uGNwG PKC PL PACKAGE PLATE, PROPERTY LINE. THi SHEET SHTG IMUIHING w%0 WITHOUT WATT, WATTWIDE. WINDOW. WIRE. BY BENCHMARK, BUM IN W DOWN DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO GB GC GRAB BAR, GRACE BREAK CROWED COUPLING LING LIGHTNING PUS RCGSI a PLATTER MEL SILENCE ST TIM SIMILAR `EST. URGE BUI BOC B00 BACK OF CURB BOTTOM OF OUCi DP pPOi DEPTH DOUBLE POLE. GD GUARD lV LOW VOLTAGE ALAI PLATTE SUB JOINT WB WOOD BASE WC WATER CLOSET, WATER COW MN BDG BOTTOM OF GRILLE OPSI DOUBLE InROw DOUBLE POLE, SINGLE THROW GFN GFCI GENERAL GROUND FAULT CIRCUIT INTERRUPTER LVL LVR MATED VENEER LUMBER LOUVER PLBG ILI' PLUMBING POUNDS PER FOOT SL SLOPE. STEEL LINTEL WD WOOD, WIDTH BOL BOTTOM OF LOUVER, BOLlARO M OOwN SPOUT GFMU LROUI+D FACE MASONRY UN1i L1GHtW UCHT PNEU LINEAR PNEUUAIIC SLID SLOTTED ILI SLEEVE WF WI BE FLANGE, WASH FOUNTMN WG A!E GU55, BOP BOTTOM OF PIPE Dl DOUBLE TEE, DRIP TRAP ASSEMBLY GG GUTTER GRADE lwC LIGHTWEIGHT CONCRETE POL POLISH IMLS TEAILESS WATER LACE A HYDRANT, WEEP HOLE BOR BOLA BOTTOM OF REGISTER BOTTOM OTTOM BOTOM OF LANE DO P OIL OWL DUPLICATE pRaWNC WwEI GJ GL GROOVED JOINT GUST L LOW WATER LEVEL PCs PP PISRNE, POSITION PC POWER POLE TOG SUB ON GRACE SP SWNOPROOF, 51Aupp1PE Sp WROUGHT - WaiER LEVEL GA E LATE OwR DRAWER CLB GNO GUTS BLOCK, GLUON BEAN GROUND MACH NIxEO P1R uACwNCO PRC PRCF POINT OF REVERSE CURVATURE PRCEYKSHED SPA SPACING SPEC SPECIFICATION WLp WELDED M WIRE MESH BRG BRGP BRIT BEARu GBP BEARING PLATE BRACKET E EAST CP CR GUr POLE GRADE A LACHL rv[E MANUAL PREFAB PRELIM pREFABRICAIED PRELIMINARY SPLY SUPPLY SPST TINGLE POLE SINGLE THROW WP ACAT PROOF w5 WATERS IDP, WATER SURFACE B5 BOTH SIpES U EC EACH, E%HAUSi AR ELECTRICAL CONTRACTOR GRTG GSB GRATING GYTTU IF THNG BOARD aTL A% MAIIN- IRO PREP PRCS PREPME PRCTSURE SET IEi P01ui 50 SET POI 'WSIT Aw5C0l wl wEI II, ATE LIGHT Blw BRITISH THERMAL UNIT Bf TWEEN E[C ED ECCENTRIC EQUIPMEN Li CRUSE i MB MACwNC BOLT PRY PRIMARY SR SHORT RADIUS I— WATERPROOF, wOgxING P01ui BTwLD BUTT YIELD EDB pflaW ELECTRICAL OLC1 BANK Cvl G. GRAVEL GUY WIRE uBR uC uEMeEF MECHANICAL CONTRACTOR, PROP PROI pROPERtt, PROPOSED PROTECTION SS SEHv10E LINK SIT SiuutEST STEEL F WELDED WIRE FABRIC BU BUR BELL . BUM1T-UP BUILT-UP ROOFY+G EC Ef EACH `ND EACH ACE GWB GYPSUM WALLBOARD MECHANICAL COUPLING, PS PIPE SUPPORT S1 STREET P EX PLA510N-PROOF BOTH WAYS EFF EFFLUENT, EFFICIENCY GVP CrP$UN FAR OAR0 NCB rvi CONNECDOry TOBUD PSF PSI POurvpS PER SQUARE FOOT POUNDS PER SQUARE INCH STA "REM STD STANDARD ExiflA SI RDNG x CI CROSS SECTION a P BYP BYPAII EHH ELECT RICK HA+DnOLE HIGH CJ MASONRY CON ROL UEP PS POUNDS PER SQUARE INCH ABSOLUTE SITE ITIFFCARD HER x DOUBLE EXTRA STRONG C i0 C CENTER TO CENTER EIFS Ex IERIOR 1NSUUIpry & FINS„ SYSTEM NB HBD HOME BNB HARDBOARD IOUJ MECH MODIFIED DOUBLE MECHANICAL JOINT uE[HAN KCAL PSIG ITS, POUNDS PER SOIYRE INCH GAGE PRCSTREESSED STIR STIRRUP STL STEEL C&G CURB AND GOITER LLVNNEL SHAPE. CENTIGRADE. CONDUIT EJ EL Ex PANSIOn Jp1NT ELBOW. CLCVAt10N HCL HORIZONTAL CONTROL UNIT MED ufpluu UFACIUH CR Pi PIN PquT, O N OF LANGENCv PART1I10N1 ITC IIORAGE 5}PR STRUCTURAL STRAIGHT LIRE N YARD HYDRANT v5 HELD STRENGTH CRAB CABINET CAPACITY ELEC EU ELECTIN EUBECOEO NO DR HEAD. HOT DIP HEADER A. xHOLE. METAL HALIBE PVC POLw1NYL CHLORIDE, POINT OF vER11CaL SUB SURIJO CAT CATALOG. CITALOGIORY AVITI EMIR Ell EMERGENCY ELECTRICAL HEA WARpW'AgE R 1gROR PVM CURVE PAVEMENT SIC SUCTION SUSP SUSPENDED CBv CATCHBASIN ENCL MANHOLE ENCLOSURE I. HGR HEXAGONAL HUNGER IISC J N15CELUNOUS MECHANICAL JOINT PWO} PWJ PLYW000 PLYWOOD WEB J015T SOWRE YARD EYu SYMBOL GENERAL NOTIF, CCB CIF CDF CONCRETE BLOCK COUTIFTE CLOCKWSIT CONROLIED-DENSITY ENLR ENLP ENGINEER ENTRANCE H IO ANOHILE H1CH-1NENSIIY OISCwARLE L MLA MASONRY Lw TEL MAIN WCS ONLY P2 PIE204EIER SYMI IYMMEIRICAL 5YN SYNTHETIC Y THESE ABBREVIATIONS APPLY TO TIE ENTIRE SET CC FILL CONCRETE EDGE EOP EO EDGE OF PAVEMENT EQUAL M IOR1Z OLIIyw METAL HORIZONTAL IMB u0 MEMBRANE MASONRY OPENING 0 01 RATE OF ROw QUARRY TILE III SYSTEM OF UR.AWNGS, CCR OF CERAMIC CUBIC FEETU(FOOT) EOU1P EOUN ED INMENI EQUIVALENT PC NCH P01rv1 HORSFPOwEF HORIZONTAL POINT OF CURVATURE Op ION MODULAR. M001 Ev VONUIENT 01R Ott DVARTEH OVANTITY i&B OP ANTI BOTTOM i&G i0r1CUE AYD CROPIE LISTING OF ABBREVATIONS DOES NOT IMPLY Z ALLABBREVAl10NS ARE USED 11 THE Irwl OFL COUNTER F SHNG ES EACH SIC[ COWL SPACE. HER HIGH-PRESSURE SODIUM PT MALE PIPE THREAD OVAL QUALITY i THE IF EAN DRAwINCS. [HBO CHO CIWLKDOARO CHORD ESEW EMERGENCY SHOWER EMERGENCY SHOWER AND EYE WASH P1 HR HORIZONTAL POINT OF TANGENCY HOSE REEL, HOUR MRGWB IOISTURE-RESISTANT GYPSUM WALLBOARD TOACT ACCESSORY. TEMPERED AR TAN TANLEN1 J. AB DR CVIATIONS SHOWN ON THIS SHEET INCLUDE CH.R CHH CHAMFER COM NUNICATION Ha1bHDLE Ell EW E511IATE UCH WAY, EMERGENCY HI HSS HEADED STUD. HIGH STRENGTH HOLLOW STRUCTURAL SHAPE uS uGP SINK TOM TEMPORARY BENCHMARK VARIATIONS OF A WORD. FOR E%AUPLE. MOD' CI CIP CURB INLET -PUCE CON WAS, EYE/FACE WASH ELECTRIC w IER COOLER HT HV HEIGHT HE uSL uF/W TU LEVEL MOUNT MASONRY UNIT TCC TEMPORARY CONSTRUCTION EASEMENT TEE TROW FLED EPDXY fLOORIUG TEMP MAY MUN MODIFY OR MODIFICATION; wC' MAY MEAN 1N[LU DIED OR INCLUDING AND •RE1NF' MAY Av MEAN EITHER REINFORCE C1PB RC CONCRETE INCRLOCv.ING PAVER BALUII IEYCIE FwiB CITE EACH W Y, UCH ACE EACH war, TOP A+D pOTTOM HIGH VOLTAGE MULLION TEMPORARY, TEMPERATURE THD THREAD OR REINFORCING GIRL CIRCULATION. CIRCULAR E%C EXCAVATION „VAC HEATING, VENTILATING Ar+O AR CONDITIONING MEDIUM VOLTAGE MONITORING WELL THICK iH FLESH THRESHOLp CJ CONSTRUCTION JOINT EXH EXHAUST HID NARDW000 TKBD TACK BOARD CK1 CL CNIL, I CENTERLNE, CLASS, CLOSE C%P EXST EXPANSION. E%POSED EXISTING LID HIGH WATER LNEL HYDRAULIC CFO CEILING EXT EXTERIOR, EXTERNAL. EXTENSION NZ HERTZ, CYCLES PER SECOND PROJECT MANAGER JOHN SEVER PRELIMINARY FDR 5�% SUBMITTAL FORT COLLINS DTRD ABBREVIATIONS B OA/16/LIMB FINAL P SUBMITTAL 04 29 08 1 YY/1/200) 06/C5/200'! LA CRAEI PUN SUBMITTAL PRE -DRAFT PLAN SUBMITTAL 1nIS IS A PRELIMINARY -LEVEL DESIGN AND IS 'CH w1ENCEO AS A B10 SC1, HORIZONTAL AND VERTICAL DESIGN FEATURES MAY DE AMENDED APPROVAL FROM GIN D 2 FILE WME COL-02.DwC IHEEi ISSUE DATE DATE DESCRIPTION PROJECT NUMBER OCKOOD0000}a526 ENGINEERING. NIL SUL SCALI (11.11X SHEET) I KALE NONE OOG-02 r I SITE PLAN SYMBOLOGY EMBANKMENT SLOPE —sDs— caxrouR VEGETATION (SIZE) co CLUNOUT MH MANHOLE OMW MONITORING WELL 0 PI PIEZOMEIER ■CD STORM GRAIN CATCH BASIN -UV UHUTT VAULT XPP POWER POLE 01P TELEPHONE POLE 4(FH FIRE HYDRANT ♦ YH-x YARD HiGRANT X75,5 EXISTING SPOT ELEVATION 75.B PHISHED SPOT ELEVATION ® CP-X HORIZONTAL CONTROL POINT ® BENCHMARK 0TH- AND IOCATIONA % OFNSOIL TESPROOLEATE —B m DDWNcuY EXTERIOR PAD MOUNTED TRANSFORMER . POLE - MOUNTED TRANSFORMER ■ Y ELECTRICAL HANDHOLE OR MANHOLE Hx OR HHx WHERE NOTES INDICATES SEOVENCE NUMBER 1UTIL TIES THAT ARE SUSPENDED ABOVE GRADE ARE DESIGNATED BY THE PREFIX 'OH' (OVERHEAD). —T— TELEPHONE LINE —E— ELECTRIC LINE —f— FIBER OPTIC —C— ----- COMMUNICATION HANDRAIL AND GUARDRAIL PIPELINE 0 LARGE PIPELINE - - - - - - - T t t'tt'1'tt'1't UTILITY BENEATH STRUCTURE RAILROAD -� - -� --- -- -� DRAINAGE FLOW NATURAL WATERWAY —%—%— CHAIN LINK FENCE --X - x-- ------- FIELD FENCE PROPERTY LIE — - CENTERLINE ROCK TERM - - -SF - - - - - - - - - - SILT FENCE EASEMENT - �...� LIMITS OF CONSTRUCTION ROW L MATERIALS IN PLAN/SECTION ACOUSTICAL CEILING TILE (SECTION) ASPHALT (PLAN OR SMALL-SCALE SECTION) ASPHALT (URGE -SCREE SECTION) (�(® \/\/\/\ l V®lJ ll BAIT INSUUIION (SECTION) BRICK MASONRY (PLAN AND/OR SECTION) CHECKERED PLATE (PLAN) OCONCRETE (PLAN AND/OR SECTION) CONCRETE MASONRY (PLAN AND/OR SECTION) ® DEMOLITION (PUN AND/OR $E1HDN) EARTH (SECTION) f j ��((® FILTER POINT MAT (PLAN) FINISHED WOOD (SECTION) GLULAM LUMBER (SECTION) GRANULAR FILL (SECnDN) GRATING (SECTION) GRATING (PUN) GROUT (SECTION) GYPSUM BOARD (SECTION) METAL (SECTION) ORIENTED STRAND BOARD (SECTION) PARTICLE BOARD (SECTION) PLYWOOD (URGE -SCALE SECTION) PLYWOOD (SMALL-SCALE SECTION) PRECAST CONCRETE (PLAN AND/OR SECTION) RIGID INSULATION (SECTION) RIPRAP (PUN AHD/GR SECTION) OSAND (SECTION) ( SOD (SECnDN) WJOINT MORTAR PROTECTION OTECIIOH SYSTEM (SECTION) ® WOOD - CONTINUOUS (SECTION) Q WOOD BLOCKING (SECTION) i GENERAL SYMBOLOGY ARROi rvO GATES • FOR COMMON DETAILS AND SECTIONS OR DETAILS THAT ARE PI' N . �F OF OR CALLED OUT ON MULTIPLE SHEETS, THE SHEET TxUMBER IS REPLACED BY A DASH (-). PLAN 1/1' = 1'-0- PLAN TITLE SECTION LETTER FUG INDICATES DIRECTION O SECTION UT_ SHEET WHERE SECTION IS LOCATED - SECTION CUT MARKER SECTION LETTER SECTION SHEET WHERE CT100 mCry IS FIRST CUT SECTION TITLE �OETNL NUMBER N SHEET WHERE DETAIL IS —11D DETAIL MARKER FOR REFERENCING DETALS INCLUDED IN ORAWwG SET. O DETAIL MARKER FOR REFERENCING DETAILS BOUND IN SPECIFICATIONS OR SEPARATE VOLUME. DETAIL 'UNDER DETAIL —� w SHEET WHERE DETAIL WAS CALLED OUT_ DETAIL TITLE PROJECT W.TALER JOHN $EVER o� • �ELEVAIID" NUMBER ARROW INDICATES POINT OF 1E1 SHEET WHERE ELEVATION IS LOCATED SINGLE ELEVATION OR PHOTO MARKER ELEVATION NUMBER ARROW INDICATES POINT OF VIEW ELEVATION INDICAT0 B ES SHEET WHERE EL—TI nEvnnoN Is LOCATED MULTIPLE ELEVATION OR PHOTO AI.RKER CLEVAT, N IDENTIFICATION ELEVATION "UNDER BE FOUND NATION TI KEY NOTE DESIGNATION 0{��KEY NOTE NUMBER �J PRELIMINARY 50%SUBMITTAL 04 29/08 THIS IS A PRELIMINARY -LEVEL DESIGN AND IS NOT INTENDED AS A BID SET, HORIZONTAL AND vERIICAL DESIGN FEATURES MAY BE AMENDED AS NEEDEDli , w H APPROVAL FRAM CITY aLL-j ENGINEERING. b 0 a FORT COLLINS DTRD LEGEND City of F�ort CollinS 2 FILEN ME OG-OJ DWG ET � HEIL 112E 1.11 122—" map SCALE I NONE OOG-03 2 3 4 5 6 7 g DRAWING NEW OR STANDARD DRAWINGS DRAWING NEW OR STANDARD DRAWINGS NUMBER REVISED TITLE NUMBER REVISED TITLE O 701 O CURB AND GUTTER p —S O FIRE ACCESS ROAD SIGNS O 702 O CURB AND GUTTER/$IOEWA.LK O 1418 O FIRE APPARATUS ACCESS ROAD STENCLUIC N FIRE LANE SIGN INSTALUTgN O Ip3 O MEDIAN (ISLAND CURBS) O 1420 O NEW THAA ARROWS (ELONGAtEO) O 704 p STANDARD DETAILS FOR RAISED MEDIAN O 1601 O STANDARD SIDEWALK D O J05 O STANDARD DETAILS FOR g15E0 MEDIAN O 1602 O SIDEWALK OCIAIL O 706 O STANDARD DRNEWAY APPROACH (TYPES I AND 11) O 1603 O ACCESS RAMP DETAILS p JOJ O STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRNE, TYPES III AND IV) O 1504 O DETACHEO WALK/INTERSECTION DETAIL O — O SIREET I.TIRSECI10N CROSSPAN O 1605 O DETACHED WALK/INTERSECTION DETAIL O JGB p STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK p IW6 O PEDESTRIAN RAMP DETAIL (FOR NEW CONSTRUCTION AND ALTERATIONS) O 210 O ASPHALT PAVING DETAIL (CROESPAN) p 1607 O ACCESS RAMP SCORING O 711 O BUS BAY AND STOP STANDARD p 1606 O MEDIAN ISLANDS AND PEDESTRIAN REFUGE AREA O 713, IF O SUBDRNN SEINICE WYE DETAIL - FORT COLLI'S (GMA AND CITY LIMITS) O I61D O DECORATIVE CONCRETE CROSSWALK (PAt TERMED/COLORED CONCRETE) O 713.2F O SUBDRAIN MAIN INSTALLATION DETAILS - FORT COLONS (GMA AND CITY LIMNS) O 161, O ENHANCED ASPHALT CROSSWALK (PATTERNED/COLURED ASPHALT) p 8O1 O STANDARD DETAILS FOR RAISED MEDIAN GEOMETRY O 1612 O ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) O B02 O FORCED TURN BARRIER (SPUTTER ISLAND) O I— O RAISED CROSSWALK DETAIL O 803 O ALLEY INTERSECTIONS O 1)01 p BICYCLE RACK DETAILS O SO1 O ACCESS ON RURAL ROADWAYS (WITHOUT CURB AND CUTTER) O 1702 O BICYCLE RACK DETAILS p 1101 p HANDRAIL DETAILS O I703 O BICYCLE RACK DETAILS c O 1107 O TYPE C ALUMINUM BRIDGE RAILING m "(DT O BICYCLE RACK FOUNDATION DETAILS O IIGBF O BRIDGE RAILING/PARAPET WALL CONFIGURATION DETAIL O 1705 O BICYCLE RACK DETAILS O 1201 O STANDARD MANNOLE COVER O 1706F p BICYCLE RACK DETAILS - FORT COLLINS (GMA AND Cltt LIMITS) O 1202 p SLEEVE LOCATIONS - 17.7 O BICYCLE RACK DETAILS O 14C1 p SIGN POST O 1BOIF p 14' LOCAL SPEED HUMP - FORT COLLINS (GMA AND CITY LIMITS) O 1402 O NO PARKING SIGN DE IML O 1802F p 22SPEED HUMP - FOR COLLINS (GMA AND CITY LIMITS) O AU, O STANDARD PAVEMENT MARKINGS M 2201 O TRENCH DET.1 O 1404 O STANDARD PAVEMENT MARKINGS w'NN TURN LANE O 2501 O SIDEWALK DETAILS O 1405 O PAVEMENT MARKINGS FOR BIKE CROSSING O 1406 O TYPICAL BICYCLE LANE PAVEMENT MARKINGS O 1107 O HANDICAP PARKING REGGIREMENIS (AS PER 'ADA ) O 1110 O BICYCLE LANE APPROACHING VEHICLE RIGHT TURN LANE O .11 O STREET NAME SIGN p 1.12 p ftouxDABour SIGN Dn.as B O I— O STANDARDS TEMPORARY CEAD END BARRICADES p 1414 O CANTILEVER ARM BRACKET FOR FLAT OR EXTRUDED BLADES O 1415 p DELINEATOR DETNL A PROD CCI MANAGER JOHN SEVER PRELIMINARY �T1-Z 50% SUBMITTAL FORT 11 L1lJ 04/29/08 STANDAARDRD DRAWINGS RNG THIS IS A PRELI"NARr—LEVEL DESIGN AND IS NOT INTENDED AS A BID SET. HORIZONTAL AND NLE TAME OOC—Oa.DwG SHEET vEftTICAL DESIGN FEATURES MAYBE AMENDED 0 2 AS NEEDED. WITH APPROVAL FROM CITY City of Fort Collins CM ION _ _ PROJECT NUMBER 00000000W34526 ENGINEERING. HILL WE SCLL[ (22'v34' WET) SCALE NONE UOG-04 C L_ J F L 2 URVE X, X DELTA 2.320," \1 Dc ID 1 1 So 0 11 1 2.62 L R esD.Do E5Q, R5 C 'C5 BEGIN WORK, R(VERSIDE,,AVF "'F,AVE ,MOUNTAIN A I STA. 47,:85'00 " STA. 108,50.0 0 48+ 091, RIVERSIDE AVE RIVE 'T. A.- 3 45 6 - - - ---- - - - - - - - - - - - - B B E Er r 3IN WORK E, ST . . . . ........ A. 106+90.00: . ........ . . . ........... a: PC.— 107—Bl 1111 R- ST BEGIN WORK 1 i LITNIIEN ST 20.+4. .0 1 + 0 0 541001 56+00 58+00 66+60 62+00 64+00 1 ItI66+00" 68+00 Sze JEFFERSON SY �4. 7__ — - — - — - — - — — - _,J C, JEFFE5RjS+05NO ST EXCT TRICKS JEFFERSON ST T STA 00 STA, 59+99.78 END WORK LINDEN ST JEFFERSON ST STA 67+24.82 'te E LINCOLN AVE STA. I 1 1 +00.00 + . . . .............. Ell' I-1 L DU 7B.00 -,EAST R. O J EXST TRACK S PC STAAIJ319-1 1 12+00 14+00 16.00 22+00 24+00 26 +00 28+00 +00 30+00 P"ID, WILLOW ST J A DEL- 30 3F. BF + j � WILLOW �T I AF END WORK CURVE -L' 213 96' I, l i 1 1 : WILLOW ST D T 1a3I - LEGEND 5:74T-1 PROJECT MANAGER JORN SEVEfl _1 0 C PRELIMINARY FORT COLLINS DTRD 50% SUBMITTAL ROADWAY GEOMETRIC DATA 04/29Z08 THIS IS A PRELIMIRATH-EL DESIGN AND IS 6a NOT INTENDED AS A BID SET. nORIZOIIAL AND VERTICAL DESIGN FEATURES MAv BE AMENDED AS NEEDED 1H1 APPR­ FROM C_ City of Fort Collins o 6t� FLERAME 1 -1 SHFEi E.S­ HILL SEE SCALE (22'.31- $REET) I SCALSIH I'-100 _j EAST OW NtCCL— I m B B 1 85 14 7 1B.5' ID.S' SIDEWALK ARr;INL LINE uFOwN LANE PARR INC sIDEWALK 2.5' P 6" BARRIER CURB C DOT TYPE 2 SECTION B -'09-1 tt 2R I P I 2R �Ex ST PAVEMENT STANDARD SECTION $TA. 52*56.80 iO 5116205 STA. 55 '2.t2 t0 $)�9D.6S 6 STA. a06.Y1 TO 6]�».)1 STA. 6-9.10 TO 67r2D.91 JEFFERSON STREET TYPICAL SECTIONS SCALE_ 1"-5' PROJECT MANAGER JOHN SEVER PRELIMINARY 50% SUBMITTAL 04 29 08 THi5 Is A PRELIMINARv-LEVEL DESIGN AND IS NOT INTENDED AS A BID SET. HORIZONTAL AND VERTICAL DESIGN FEATURES M BE AMENDED AS NEEDED, wT H APPROVAL FROM CITY ISSUE I DATE DEB R.".. PROJECT NUMBER OOOOOOOOD03a526 ENGINEERING. L mic MIR mr: J r o. E ROw ROw NCL 5p' t0 5' ].5' S2D' 12' SIOEWPLH PARKWG BIKE UNE OWGONUL PARKING UNE BIKE PARKING SIDEWALK NILL SIDEWatK LANE UNE RACE S' 2.5' I`5x GRRAOE I.Sx 2x C GU . STANDARD SECTION iuica (ttPE n) (ttPE II) EAST EXSI ROw ROW 50' Sp' TO 5' 7.5' Iz' S' 7.5' S' J' 12.5' SIDEWALK PARKWG BIKE UNE TURN LINE NEDUN UNE RUiKE PARKING 510EWALN w SIDEWALY. U E E RCE 2.I' 2x PROP 2x 15R GRADE I_sx E CURB Af GUTTER TURN LANE SECTION CURB GUTTER (,,PE II) (ttPE II) STA. 10122.88 i0 10a SB.Bt RT. 11A TWO STA. 10.58 BI TO 11�5'.el RIATE STa. tt♦Sa.BI i0 12+50.81 1RNISNIDN STA. —50.81 TO 18.61.A5 STANDARD STA. 21,7053 TO 22a50.33 TRANSITION STA. 2-0.33 TO 27+96.32 SIINOM0 I. 2) % 32 TO 29a7A <6 iRPf15NION WILLOW STREET TYPICAL SECTIONS SGALE� A 7 L I L 7 I 2 3 4 5 B 2 8 155 16.5' 5' 5' Ha ' t5.5' SIDEWALK PARKING BIKE LANE LANE BIKE LANE PARKING SIDEWALK ZR PROP 2% I�SR GRADE I.5% CURB k LU iTER CURB k (ttPE 11J GUT PIER (TYE II) STANDARD SECTION ExST ROW HCL 1.11E, (TYPE II) (TYPE RII) TURN LANE SECTION IT' TI STA. 2tSa0a.69 TO 2114S2.9t iF ITION STA, 211148.16 TD 213,4B.11 LT, STAN" N CADDTRACKS STA. 211.48,16 TO 0.D9 R. STANDARD STA. 216,45,17 TO 2-54.50 LT. STANDARD STA. 2t6a 22.a5 TO fia84.50 IT. STANDARD RN 2IIS ,5D TO 220 a24.50 TRAN51111 TO MATCH E%ISTING LINDEN STREET TYPICAL SECTIONS SCALE: t -5 D C B A PROJECT MANAGER JOIN SEVER PRELIMINARY FORT COLLINS DTRD 50% SUBMITTAL ROADWAY TYPICAL SECTIONS 04/29 08 LINDEN STREET 1 0//200FINAL PLAN SUBM AATHIS IS A PRELIMINARY -LEVEL DESIGN AND IS 2 t /1616/2007 DRAFT PLAN SUDMInL NOT INTENDED AS A BID SET. HORIZONTAL AND 6a FILENAME ODC-02.DWG SNEEi O6/05/200'1 PRE -DRAFT PLAN SUBMITTAL VERTICAL DESIGN FEATURES W1 BE AMENDED 11 NEEDED, WIT. APPROVAL FIR . cITY City of Fort Collins ISSUE DATE DESCRIPTION PROJECT NUMBER 000OOOO90OB4526 ENGINEERING. DILL SIZE SCALE (22--- SI[[T) SCALE J r L 2 3 4 5 E.1 Ex Si ROW ROw VARIES 51.5' TO 56.9' HCL VARIES 69.V TO 79.3' B.D 2.512,C' VARIES 12.0' TO 12.2' SIDEWALK LANE I LANE Si DEWALK I OP vARIES GRADE VARIES I CURB W �G�ER UT_ (TYPE II) I—E II) STANDARD SECTION STA. 1-51.57 TO 116,4079 "ST ROw 50 0' HCL VARIE 6 VARIES O.U' ARIES 0.0' TO 9.0' V i0 50' "VARIES 2a.0' TD 31.0' 2.5' NED— PAVCMENT 1RE1 _ vARlcs PROP__ GRADE CURB k GUTTER IdU,"E LANE SECTION (Tr PE II) STA, IT 11.0.. TO II -26.5a . LANE CONFIGURATION NOT SHOWN POR CLARITY LINCOLN AVENUE TYPICAL SECTIONS SCALE: 1"-5' EIST ROw 7 D C I IA PROD ECi MANAGER JOHN SEYER PRELIMINARY FORT COLLINS DTRD L 50% SUBMITTAL ROADWAY TYPICAL SECTIONS 1 L 04 29/08 E LINCOLN AVENUE 3 04/1./2001 FINAL PLAN SLISPTTµ TITS IS A PRELWUNRY-LEVEL DESIGN AND 15 2 11/16/2007 DRAFT PUN SUBMRIAL NOl INTENDED A5 A BID SET. HORIZONTAL AND SHEET 1 06/05/2007 PRE -DRAFT PW.I SUBMITTAL VERTICAL DESIGN GEATURCS MAY BE AMENDED Clt of Fort Collins O 2" FILE NAVE OOC-02.OWG AS NEEDED, WITH APPROVAL, FRO. CITY V �� ISSUE GATE DESCRIPTION PROJECT NUMBER 00000000003a 526 ENGINEERING. FULL SUE SCALE (21"x3L' SHECT) SCALE 1"=5' OOC-0S J SEE ET DOE-15 FOR qe E MOUNTAIN AVE CO—IJANIDN NOTE: ••\ • / I ; R 11FOR STORM SEWER EES]EM -` I ♦P - ,I, , FOR 1FOR AE.I ONLT. SEE PLANS FOR ADD1110xA1 NFORMnigN. /.' \ ;\ 12 DE AVE IS SHOWN STORM SEWER I I / � t S A. 4 .\ STA. 8+50.0 ,� I ���///s n _ _ //. i V I •�I 48+00 RIVERSIDE AVE /• `• ` I '� ------�--- :- 4 �� SJ4+00 / 5 +00 155i 00 56+00 57+00 oo52+00 L 9L.-, cj 58+00;It1 59+00 •Ai'60 0� � �� 61+00 11 hllL Ltl R o —--—_ - BEGIN WORK m I RIVERSIDE-AVE - "'•� ____ STA. 47+-8-5-.0-0ry z.s -x _ _- ® 11z a — ! / F - 8 1''- ° 8 JEFFERSON ST ; ; ! JEFFERSON ST t t ♦ m STA. 51+50.00 �!` /JEFFERSON ST L la 59+99 78 - II LINDEN ST STA. 210+00 00 z ' E%5 lRACKi .....«...,.:m..,.._m.mm.w,...w..w...w-�..:.,.. w.._.w.w w...w�..w.........w,..�..,..ww..,.w.1I........_...., w....�w.. w..x........� u.w_w.._,....w �SEllION 1\y E%ST 1RACK5 W LINE IIHII J Y 499514 — 4995 499014990 I 1 I I t I 4985 4980 I t I —t �. I { 4985 49 80 80I. 4975 975 — j. ExsT GROUND �._ I4 z .I, _�970 4965 BEGIN WORK RIVERSIDE AVE! S.4760AVE 1�_ I -- - r - J 2 - a .. W I - _:.-I a"— .. -. - .. ... ( I '. I 7 u - - 4965 4960 -1 ._ 8 W I _ tN� I _--� .—.__ -� .— .—� _—. _ __— _� - _- .._ — -I _ --4960 I, hI - - - 50+00 �.—__51+00—�i 52+00 _53+00 _.. Sa 00__T^SSI00 56+00 1 _57±00 58+00_,1---59_i 00 60"pp_ fi1.i N°•O`^'�"'A "' ] o./2e/2aoB FINAL PLAx suBMIrTAL PROJECT MANAGER JOHN SEEER PRELIMINARY 50% SUBMITTAL 04 2g 08 THIS IS A PRELIMINARE-LEVEL DESIGN AND IS EFFERSDII sT 1 x .J� ON FORT COLLINS DTRD ROADWAY PLAN AND PROFILE JEFFERSON STREET Z ISSUE 1I/16/2001 06/OS/]001 DATE DRAFT PUN SUBMITTAL PRE -DRAFT PUN SUBMITTAL DESCRIPTION PROJECT NUMBER OOOOWWM34526 NOT IEN NTDED AS A BID SET. HORIZONTAL AND GN FEATURES N.AE BE AMENDED VERTICAL DESIED ENGNEERING. WiiH "'I— FROM Cliv KEY KEY PLAN NOi 10 SGLE Clf of Fort Collins—_ - y Z- FILENAME OOC-IO.OWC SHEET FULL SZE SGA, (u'x]L' Sx([1) F- � NOTE, I i PRORDSEOiNrOR A QN SCwEft SYSTEM IS FORMADDIT ONLY. SEE STORM SEWER . AN vuus FOR ADDITIONAL wroRuano". of 62+00 63+00 64+0 + 1 4995 L 7 8 SEC➢DNS E �/ /• •� , END WORK JEFFERSON ST STA. 67+24.82 ' +�q0 68+00 j'/)' 0 \ I — _ r7q� F ERSON 57� •-•— 1 i mm PRELIMINARY FORT COLLINS DTRD 50% SUBMITTAL ROADWAY E v PLAN AND PROFILE 04 29 08 x JEFFERSON STREET THIS IS A PRE L IMINARv-LEVEL DESIGN AND IS NET INTENDED AS A BID SET. ISPOONTAL AND O - 2- rTLENAME OOC-TO.OWL VERTICAL DESIGN FEATURES MAY BE AMENDED u KEY FLAN Clt DAT oEscRlvnON PRO3E<r NUMBER AS NEEDED. wITN APPRO-L FROM CITY V of Fort Collins U DOO00000003a526 ENGINEERING. rv0i LO SULE �� FULL SIDE SGLE f22'M3t SHEET) SCALE N: t'�SO' V --10 MC I I J PRELIMINARY FORT COLLINS DTRD 50% SUBMITTAL ROADWAY E v PLAN AND PROFILE 04 29 08 x JEFFERSON STREET THIS IS A PRE L IMINARv-LEVEL DESIGN AND IS NET INTENDED AS A BID SET. ISPOONTAL AND O - 2- rTLENAME OOC-TO.OWL VERTICAL DESIGN FEATURES MAY BE AMENDED u KEY FLAN Clt DAT oEscRlvnON PRO3E<r NUMBER AS NEEDED. wITN APPRO-L FROM CITY V of Fort Collins U DOO00000003a526 ENGINEERING. rv0i LO SULE �� FULL SIDE SGLE f22'M3t SHEET) SCALE N: t'�SO' V --10 MC I I J m 0 7Wk- - I �V JS I-T-7-7 -,� �-- 6td,x 'Ix lolm NQTF- ""-."PROPOSED S10Ru SfwfR S'S1EM IS 0P. W `ORMONLY. SEE ST ADDITIOwfORMAT10NORM. 111ITNAL 1 1, AP \ BEGIN Ex51 • TRACK REMOVAL'. •• �" t11+00 1200 _.-10-C- I V CND EKSi TRACK REMOVAL +0+0 +0 , i YI It i2�1+00 BEGIN wORK WILLOW ST 10+00.OP y-- ._......_-.....«............_..-_.. �� � � . -�-� _r- ._ -•. i_ "_''.". _ �- .--._-_ "^"""'7G'Y:7.sK�'>"�idw":�'.^„ �,y«,..C'„"'S \ ,��"� / ,✓ / ,. / RE GIVE C STA /I..^'WILLOW ST s TRACKS / I D WILLOW ST STA. 20+15.70 \\ I� EAST ROW LINDEN ST STA. 215+08.44 LINE 4960 4975 -�----- I� � �� K-z7A zD0�-0- E 006 SDD 27129 )�-I- I cI zoaD 00 SDD 609' ;fiIII -- o. Irt �- W_ .�---.ou.. � -i_s_ i -- + I .II 05 4970 �4970 g, T--j Q I--- —I j BEGIN WORK IEGIN ST STA. 10+00.00 a. m I r I — 4965 4960�i•z I _—T--.—_--_ I)A d-1 .__ -__T �� -. \I --.� --L_ I } 1 �.1 : PFOP�GNADE—i_— . ) _ I . I{� j _ — -rN I Io— —r=—_I—___ � a' I I 4965 1 4960 I -{.-- 4 955 zm- — — _— .-----—J-+1 ' _ _._— 4955 4950 �- -CRADE I , IT g_ i _ --_ SUPERELEVAI ON DwORAM I . .I I a u ..I ut u v ...- � �__� I I 1 1 i I I —_—_— I -_ __ __ _ __ _ -_ _— _ �=_ � _ —� SUPERELEvni ON 11 _ DwcRA. I I _ I RT E67 __ + I 1 +00 14+0 If0^mo00-__ .- 17+ 18+00_- j 19+00 .-.� 20+00 ( -21+00 I -_ __- -_- 11 11J! 3 0</29/2008 FINAL PIAN SUBMITTALL PROJECT OINAGER I.N. SEVER PRELIMINARY 50% SUBMITTAL 04 29 08 JENNIR59N $1 D "" (v `E 0 R FORT COLLINS DTRD ROADWAY PLAN AND PROFILE WILLOW STREET 2 ISSUE II/16/2007 0G/D5/2007 DATE DRAFT PLAN SUBMIitAL PRE -DRAFT PLAN SUBMITTAL DESCRIPTION PROJECT NUMBER OWDDGMM34526 THIS IS A PRELIMINARY -LEVEL DESIGN AND IS NDT INTENDED AS A BID SET. NDRIZDNTAL AND VERTICAL DESIGN FEATURES MAN BE AMENDED ENGINEERING.wIin APPRWAL FROM CITY KEY PLAN ry0T {0 SLALE CL of Fort Collins =� fILENANE OOC-tO.DWG SHEET = 2- M NU_ SIZE SGL[1122'Xl� $N[[t) SCALE H'. ".IQ' V I'.TO' O"^•17. NQTE. I flOPOSEO STORM SEWER SYSTEM IS SHOWN b FOR INFONAADDN ONLY. SEE STORM SEWER l PLANS FOR aDDITIONAl I1PORMg110N. CURVE ( 11'I 3'43" Oc 6'22't}' 13 EXST TRACKS) R 35o.00' � 0022+00 ,28+00o24+00 25+00 27+00 p C29+30+00.) - _ -- - �; • �-'- T✓� -` � � � _ - --i-� �._�.'- �----� ice- � � . �— zl L .�->-esve--..____---_ ---'- t -�h� - + -., i� �-~ - -`��,, aye r --SL �,_ �/ ,• �, -1 uHEroN 4 _ R25 F2500.�•• \ WILLOW ST I� �r •c� \ '-L '•� j LOW t �p �. END WORK __ Ire II 3 WILLOW ST /'•, . f STA29+74,46 — -- i Ilm' s, b -- :I. I 6 2e 4985 t—'}-_—i— - _ f 26i oD E 4 Q;E- --f ta' 152 4985 SDD = 17a,81. .980 -- -- RouND Dour LmTs_ --�- 1 fzo.DD —-- I _ ( — —�---� ----I--—�— r 29.25 4980 4975 _. I o • : m I I I n _ _ ___ __ � _ -_� n END WORK. - — . 4975 a la.. L_ al.a ^, .. _ .. I 1. _ -:I-.• (. :.I. 'I .j �: -; WILLOW ST- I m " e ... _ - I _ STA 29+74.46 4970 "' m w - 1 ' . m :I I . -- I1 .. I `EXSi GROUND I . I 4970 — -- - - i - — - D.35 D_ h 4965 1 -PRoP c{ E--. �' .__-._� - _ -_ _I I-- .. J.. 1 ^' H Ir 11 W o 4 ' - i o p �. ._ ... a _.__.--_.;_ L._.._ _—I _ _ _.�N I W 0 I_ _ I 4965 960 4955 PRO,{ cR LTE III E L —_—_— �_—_ —_—_— _ ______ ff 1 �m _ DNGRAM I ' _ ___—RAP_' _— _. - - �SUPCflELNA1WN SUPERELNAl10N� I. ! _I __-_ _ L-. OPT !��` { ..—.i .. .. DMLRAM —_— 4 .IW I II00 —J—__22+00----I--_- _ 075I00 ____26t_0029+00_l30-i� 33I0°' — —i 33I SO — } oa/x9/xaoe FINAL LAN SU.—AL P—ECT MANAGER JOHN SEVER PRELIMINARY 50% SUBMITTAL 04 29 08 THIS PRELIMARY-LNEL $7EFER50N ' � g �1 A � FORT COLLINS DTRD ROADWAY PLAN AND PROFILE WILLOW STREET �•'^��"" 2 ISSUE II/I6/2007 06/05/200) DATE DRAFT PIPry SUBMInAt PRE -DRAFT PLAN SUDMITTAL DESCRIPTION IS A DESIGN AND IS NOT INTENDED AIN S A IA0 SET. HORI2DNTAL AND -TICAL DESIGN FEATURES MAY BE AMENDED aPPRWAL EROM CIry u KEY PLAN NOT NOT TO SCALE City Of Fort Collins °L�-- t FILENAME DOL.-o.Dwc SHEEr 7' PROJECT NUMBER OEGD000U00}a526 ENGINEERING, �� DILL Sll SCALE (22 6NCEI) SCALE 50' v I'-10' D�i•�� NOTE PROPOSED STORM SEWER SYSTEM Iis s OW FOR INFORMnNON ONLY. SEE STORM]";CAER F PLANS FOR ADolnouu H'oRMAnDN� `l I, r I II ' LINDEN ST STA 2,5+08.44 WILLOW ST IYY„ Y 1 t ST 15.70 20+r sr EwnN lo,$ E RE DIED _'��`a 1•.( ' tiS 10 211+00 212+00 213+00 2I7I5+0 i BEGIN 2sa2�� . 16+002+00 218+00 219—�+I 00 2 222+00 _2} _ I�, _ a`,' _ _$ —. 0 0+0-0S' � _....! .2_2_3—W 'lY=- lix.]-6-Jr _.._.._._.. IAE'NJT�.N LS ��I - Pt ._._...— .... .. ._. ., . �9-,' ..____._ >__R25.000 f L��/ .iA 11 rBE REMOVED jI-- 1 �( i -- -- ,END WORK -LINDEN ST STA. 220+24.50 EAST iftACHS it Ili]j p J Jlr LINE 1995 �I. 3oo0 _ K 657 V2-. 2000 E. H.=96 —� --. i'.. - I ...I i � � ___ 100] �...___�._— I SDD - J29.22' - - _ ! __— —_ _�- -1 ___ —__ —_�__ _ �i_ _—+ -- _ — _ -- 4985 -- lkqo4 BEGIN WORK�' LINDEN ST STA. 2094975 q. 4 m 1 3 { - __ so Do' _*__ n .S I Roo.DA — __ HUl LMTs i � =�_ _____ .__�— —_ — _ _ _ _— T — ___ 980 �;.6Bx `^ E -I '. D.05 4970_i -' N W _ < .. m I q _ � N r I PI--- I � a I I i . -i - K . 3B i8 • _.970 4965 I I o �+ _ I j.. N I Exs cft0 I m _ .. .. --_ 1- —. }— _ . - L — 1 — J - 2 5z P - m - - _,:- -- --- 4965 PROP :RE 4960 4960 WORK i 4955 { $ 8 i 8 8Ae$. -� mo ( a I.$R,Ie - _- j�a o8� I. I RA m 9 2 9.J].2i 6D R END 4955 LINDEN ST' I n F n M _ --,-- -- —{ -- _I{-220+24:50..—_ suP[R ELEVATION i in } - I DNLRAM °' '^'� m,m v, e as 11 lry e I___.I210t00 .i. .•. .. 211+00 _-_�.I_-_2t2±00 o. II2t3+00 o. _j_ 2t4+00" -2i5+00 216+00' 2i7+00 "- -2t8'+00 2t9l+Op : 220+00 ^]2t+0D.__ 1 222+OD L__223+00 B D./29/200B FINAL PLAN B—ITAL PROJECT MANAGER JOHN SEVER PRELIMINARY 50% SUBMITTAL 04 29 08 THIS IS A PRELIMINAin-LEVEL DESIGN AND IS ETHER — ED 5"° x �) ' ? FORT COLLINS DTRD ROADWAY PLAN AND PROFILE LINDEN STREET 2 1'/15/2001 O6/O5/200J DRAFT PUN SUBMITIAL PRE -DRAFT PLAN SUBMITTAL NOT INTENDED Al A DID SET. HORIZONTAL AND VERTICAL DESIGN FEATURES MAY BE AMENDED AS NEEDED. ANTI APPROMAL FROM oil w KEY PLAN NOT TO SCALE C+�t 0 _ 2' FlLEwJY DOL-10 DAG SNEEi M ISSUE DATE DESENPH.N PROJECT NUMBER 000O00000051526 ENGINEERING. ND. LZE SUN[ (22'ASA- SHEET) SCALE P. I--50' v F SUPERELE D.— L 2 a BEGIN RK• 0, UK, GI 0 E UNT AVE i S 1 6 .00 TI Z EXST I J� � 00 0 I L t 70.00' E LINCOLN AVE 3 5 6 7 CURVE 111,00, 12+00 )3 + 00 E.ST 14 STA.115+09 /0 0 OA 2132'07' ­'LL.- �;T 3. 11,5D, o+. 6�;T o.00 1 32 2� L G IsODIX 1 0 154 2} 00 EN6 WORK I E LINCOL ,STA 650 116 >+ 19 AVE E LINCOLN AVE _EXST �RICIS LINCOLN STA. 111+00.00 DEC 1"Ell FOR TRACK RERQ�'A'L LIMITS EAST' NOW C GELI. URVE 1 1:114' R 2 PROPOSED SIGN. T FOR FAIFOR-10 DIL RAI SNER L ­,N' --- --- FUNS FOR ADERHCA�AC DN I <00.00' 4975 BEGIN E m MAVE WORK UNTAIN I .i. + 9 . > ­ 2 1 —.? IS* ....... SROUND OUT IIIJS I— — — V.c, ;zoo K: :E — . 1� 21.. 2 7C.. ­62 , , . ­ I I.., I .. I C A -.3601 E - -QcUt C, -OD4 ..SOD - D4 4980 4975 497 4965 STA 106+90! . .... . —T RADE GROUND Z.Z�_ ___g 61 L­ w - �j END WORK LINCOLWAVE--t­ STA:.116+40.79 I 4965 -- - ��60 11 ITA ISI�­2 -SIA 11 SIA 4955 4SI5. t — — — — — — — — — — A ui J PREP GRAN ­ A EL 4RG-D T I 1�1_ TI.- 1�� 4955 { f i ; ----------------- I", _ I I I I I „ �YIT EDP i rDUA; 1 '2 T 4:9. I , I J;- 106tOOL 0 _ _ ,_ 0� ___ ___q ()__ 09 00 110 i too____ _ _ �_ _____ ____ _ 1_ _ l ___ ___-1_ _ _ _ _ -L _ _ _ _ FDR I PROJECT 1AIAGENI JOIN SEYER NC MCI= Y [ORELIMINAR ! SUBMITTAL 04/9q/n8 THIS IS I PRELINA—LEVEL DESIGN AND 11 NOT INTENDED AS A BID SET. HDRIZONTAL AND VERTICAL DESIGN FEATURES RIAY BE AMENDED AS NEEDED WITH APPGCKAL FRO' CITY ENGINEERING 1) c B A Y [ORELIMINAR ! SUBMITTAL 04/9q/n8 THIS IS I PRELINA—LEVEL DESIGN AND 11 NOT INTENDED AS A BID SET. HDRIZONTAL AND VERTICAL DESIGN FEATURES RIAY BE AMENDED AS NEEDED WITH APPGCKAL FRO' CITY ENGINEERING 1) c B A FORT COLLINS OTRD ROADWAY PLAN AND PROFILE E LINCOLN AVENUE KEY PLAN' 75T To —s—E of Fort Collins o I" F1L7—_E7-C-1O.DWG sIEET _TLN_S1E—E(22-X34-SN[ET) SCALE 50, v: I*.,., _j r- 5 S FES Al II 3 II \f\ S'A 1-1. Q / I.. 'El SPDRI SEWERDUTFAEL S \ --_i�7iST..\ \ j ........ _..... _.... .. _.... __...... _.. .. I... PL G AN. ABANDON - _._ EXISTING 6TOflM _ SEWER OUIFALL RECONSTRUCT EXISTING POUDRI ST 9 _ - STORM SEWER lF L I Ij DN uH q] \ -- - DN -- EXISTING 82 I I. RAILROAD TRACKS \` StA 606.B125 REu0VE0 WLH wLLOW STA 516.96.2] \ I I NEW DNERSON STREET MPRWEMINES I NEW OVERSON I ANHOLE /y uANHOLE I M S C9 1> 5 un CB STMH C] SiuH C6 STMn I _ I�s-11,9 � Ili srn-sa'T+ta ' O S }6" RCP a - - ]0" RCP WILLOW $T-++•M1O" RfP %B sr —S r_ �.: e,. S 955.}} `ITN 35 5}.} v� 2o'- e95052. _ I g ~ S/S� 2 oe951.90. _.. __ RGP"SiNH AB - `SEE OTE I FOF u B} / Nl ;„ SERVICE ST SEE NOTE FOR q--S S AREA _ S UTI iY SEM CE\\\ u S—S SAS -,-_Iry n5 AREn'S—' I N I DSN S.' , TIE 0 EXISTING G� Ex SPLUG G S AID NLARY SEWER --- -- STO M SEWER A SAN M n SYS E N_ STMO 2 .. 'Wk 1 B'•C56610 Lk.w.-:C.,Ys �._. _.._ ST 9Se S ,.. Y ...V.,I_.,....»..,.,...., `k L. ' LW IN.m. ,X •F IG1. "Ip .N?.PJ _ PLU N G a110 P.4 DO I . ... G AIIO D DS -._ S De DIETING STORM SEWER PLUG AND ABANDON BTMH A8 1 6 L' E STINT S10Ru SEWER A ...... _ E "TIED SAN iARY SEWER r I flCP iMH A6 3 12' RCP ���R'''•T� V- 2 RCP r m.n K ANo ABArvooN �.. �� IN. I � \ Ex TING STORM SEWER \\ S x Rlbi-d9 I I SAN MN STMH B) I~/I I I I STTTE TOBE IITIN. ' S B6 ' �- ` 5 96026 -INV IS 968. 6 �j ` - I INLETS LEADERS i INV 6 96662 31 Si 10ISI A> VZ~i /• /V \ a T5— \ IS � 0E%I� y{,JbJIx SE \fY II !FEXIST I C, S FDR L IT SlMH All AT is o C� C OESCRIP110x pROJECi NUNBER 0000000000}a6R6 PRELIMINARY 50% SUBMITTAL 04/29 08 i IS A PRELIMINARY -LEVEL DESIGN AND IS INTENDED AS A BID SET. HOR12ONTAL AND 'TICAL DESIGN FEATURES MAYBE AMENDED NEEDED, w I'. APPN NAXL FROM GN1 :INEERING. 6 7 8 LEGEND ---- - - — LOT LINE EXISTING CUR. — EXISTING SANITARY SEWER E%SING STORM SEWER / E Ex Si NO WATER MAN d — PROPOSED RGHi Of WAY C PROPOSED CURB PROPOSED DNERSION MANHOLE • PaoPOsco MAua.LE — xx' PVC— PROPOSED SANITARY SEWER PROPOSED STORM SEWER `✓. /�vlj`/5 —x%" DIP— PROPOSED WATER MN BI STMH Ca \ I / R % UDALL WATER OUALItt FACILITY - . 2,11111 \ � OUlFALL CI S1T6 �� OY �4,a. TOEx Si NG - -- IvMR l AVE O EXISTING 'STORM SEWER NOTES: 1 LOCATON OF WATER/SEWER SERVICES AND ERE LINES A SERNNL NDVIEUM PARCELS OR DEVELOPMENT SITES WILL BE DETERMwED WHEN PROJECT DEVELOPMENT PLANS ARE SUBMITTED r 2 3 4 REPLACE II �`_�``` r\ I i j \,•\\ Ex5 G NLi STUH AIT I I I I Z„I- :STUN AT I .\ /. '------ - - - - - - -"--,. STMH A: S`\ 30 PCP Sue Y I EAPORTE TIE r0 Ex STING AVE _ \ STORM SEWER \ i A � 5 6 7 g BOHAN,1100N Ex 5 G —JW ` y`.\ SS 0 / \ `DX/ ; ...\ NE C OOC 2A) ) )l \ ** . \ LINE A '. D � �•`� �` / `,\ \ oar r�e , r''' ' � s, i o a 11\ r REiDUTE 0 REUOVE SDSw ro Ic SEwER c oW\ ^ \_ srA Toe sz srA DB Eo �/ j ux eIA, -1 KEY MAP - — — - _ t —76- 203 I-DF AS Ci6 DLA$$ 1 RCMOVE 3D RCP CX B NG B10 223 - M SEWER - T. DF AS C) GLASS i 36 RCP- I L� CLA i E L I F { G DL.F A „ CLASS _..' 2" RCP R I - it .. _ - 4990 n. n I m F _ a980 _ .I 1 _.—, s a p3: )3.b ' __ -_ 7 �� I iR-.� u I .1 N - I .. ' { E 5 G GRADE a9)0-1— i. I . r li_..-- )I '— �. 2B. I Sr.—��—F-.—.�--- RCP L 'j S 0 I ' Lf I 6. ! 5-= 0.6)i ri2'-aCp-1-- .... ": F---._. I.. CP _ _ FF -(— �— -- I. I aZ" RCP I ......... ml H - m: 0 f m n r. <95D I — _ PRO.IEEI MA.QIR E� C � C PRELIMINARY FORT COLLINS DTRD 50% SUBMITTAL STORM SEWER PLAN AND PROFILE 04/99/08 � LINE A (PINE STREET AND JEFFERSON STREET) THIS IS A PRELIMINARY -LEVEL DESIGN AND IS NOT INTENDED AS A BID SET. HORIZONTAL AND vERTICAL DESIGN FEniURES NAY BE AMENDED As NEEDED W R. APPRONAL FROM CITv City of Fort Collins 2" -- 1lLENAME OOC-21.OWG SHEET c 0 A IDESCRIPTION PROJEC'T LAUNDER GOOOOOOOW34526 ENGINEERING, NIL SIZE SCALE (22'.3l SHEET) SCALE H: 1.50v I'.5' OOC•Y1 L J IN 2 3 'A I LINE IM _2,) r 0 J ED 0 G, I T1, LINDE'14 RCP 8 -W I5, PVC 5" PVC -E NTO 'R S - ST11 47. ASIM. —A P I ... I :--1 EAST RD STORM E=�' INC LETS StMH AS . .. . ....... S -21) 1`1+ + ED v—I G, 4 5 Al LINE SE BE T -1 Llil' )'EN ST ST..' A2 �ST �2 21 �-0- �o Rcp 5TA 208.35.02 PE 5TA 505-,81.25 (SEE SHEET CDC -2,) YES 11pAp NEW CUTFALy 4 114 A. 8 NI A, '- Z,,A - - - - - - - - - - - - - -- - - - - - - - - - - - - - III MAP I., 1.0 310.00 211 .00 212.00 PROJECT MANAGER -N SEER PRELIMINARY-- ;�FORT COLLINS DTRD /SUBMITTAL STORM SEWER PLAN AND PROFILE oLINE A FDR 3 D4/29/2008 FINAL LIUAN SU33M FAL 04/29/08 (LINDEN STREET) THIS IS A FREE MINARY LEVEL DESIGN AND IS I I / 16/2007 DRAFT NOT INTENDED AS A BID SET. IiORIZDNTAL AND 6a 12 ISSUE DATE DESCRIPTION PROJECT NUMBER DOODODO00034526 AS NDED. WITH APPROVAL FROM FILENAME I DOG-22-G 1 06/D5/2007 PRE -DRAFT PLAN SUBMITTAL VERTICAL DESIGN FEATURES MAY BEAMENDED SHEET EEA C ENG-1RINO `Ill SCALE (I2--- .1(1) rKALE �.L - V �1-1 L c 6 2 3 4 5 'x Ex15DIG ER STMI 86 1 V, ER %=."S&OR ,/\ QCP 'G.. v % \ K\\ A 1", \.•1.._. \ - v. /LS 0 }FES BI _-RECIDIN _STRUCT EXISTING GI -.ST.. E LINC&N ST S T 0- 11 e2 A STA 515.6.21 (SEE SNEI ET DOI N 2, ... LINE C N EXISTING SANITARY SE�EN TO BE ABANDONED STA 101.02 �_ I ) J s \ 1\!/\ \ / J / I ' )� ill; l f \ 7N�' l� sig 0�, __j N ST- 85 . �a b / /'� _ , �) 1\ /11 j 5 ��_ S229 EmoUNTANAvr STIH BE SI 'S, h 7 EXISTING STORY 82 LF OF ASiu C76 CLASS 14 54' N( KEY MAP S—N 63 LY. OF ASTI C76 CLASS IH GD' RCP 1.1. 01 ASI. C16 CLASS III _RGAjB4II S7uRFGCt_§fS761RAT16l_1t_L0fb I NIB'. �­ SCALE 1457 LF. Of ISTI C76 CLASS III 12T RCP 506 _Y� Or ASTI CID C-1 1. 127 1 1 C= �4_ BACKFILL 69 ILL BORE/JACK i 11ADD B TRENCH CKFILd I CLASS 8 TRENCH FAWILL I SA if R-1 FlIGIINQ ST... ­N! N_ N. .11N, IN9L5SSI T 14 'TA',i 0 2. S 65 3D .1" IN -RT 3V '7, 2 S, 4— ­0 s 1�7q I.VEFT LIT 4955DII ISTING DNA LIT 4F55 Ll ElISTIOCRIDE 4970 . I 1 .910 ­B C I. 5 0". - - - - - - - - - - - - - - - - - - - - - 0 S5 RC 960 P L - 62.57 C56p 1013. .7� I'll, I9G,,G _RCp L RC I S 42- NCR 60' 1cp N1PNAl 1960 . II COI ASE ST.R.NTS I 11TIN 1. OF ATIRL __N. p 1194D T. & L 300.00 ­00 303-0 4-00 4.3— 404100 408­ 3—OD M5. 401,00 4­00 1 PROLECT T­ PRELIMINADV I FORT COLLINS DTRD 50% SUBMITFAL 04/29/1 I IS A PRELIMINARY -LEVEL DESIGN AND IS NHOIT5 I ILL EN DED AS A BID SET. ROBE STORM SEWER PLAN AND PROFILE LINE B (JEFFERSON STREET AND LINCOLN AVENUE) AID VERTICAL DESIGN FEATURES ANY BE AIEIBED S NEEDED ED ED WITI APPROVAL FROI CITI Fott Collins FILENAME I OOC-23DWG SHFEi 115SUL I DATE CRIPT- rRRGjEcT NUMBER j 0000000000}4526 ENGINEERING. FULL SIZE — (22-131- 6ET) ! `�..... N I • 1 / 1 \� N I - �. _ LINE A SEE AN ADAN Csq / .... _.._ E%SUNG S 0 SEWER OVTFALL "�-- ` f _ I `�.- -TI'-I L � I �- I - l � •. \ ,•SIMH 1 ;• I � ,• I ,I :-s .. _ -; I � r { \ S1MH C6 _ y �( � SIMH C C6 : `� - STMH C9 ' `V. I- rr° � . k _ - 4 a / _ l i { i 1 506i 7+00 _ II ^ 3 --F__C .. 2 5 -__ - T� WILLOW S .......-Ya ::'�sA----.s - -_ .•r•':.. tYk-�Y-,+- �.•.�.x.."t'J V-_ .... �t'�1'ii-.r'Ar�wr.Nu'Lw"t�w•++v+ui WILLOW �. ,. .. •' �, \ (/ ST 206f]5.02 (SEE SHEET OOC 22) __ ... i _ = RELOCATE AND REMOVE -- _ "" .• \\ 5 SAC S.'A' SEWER i SEE H OO-22 C) ...._...._ - __ . :.: I �,I - KEY MAP --- - —N. - - — CT—S R1'i.GE-RES OR i0 IrvCLUDEO ROnOwAr SCALE WORx I I -- ----- ... I 1250 L.F, OF gSTM C76 CLASS 36" RCP ,CLASS B TRENCH BACKFILL 1 _ j t _ t I t -_4980 j � o ... __I_____ -M ✓'ter I_ ¢ a m �z z m i .-.. I Ex Si NG GRADE I T- �- t _- uwi I I I I I _ I . / --- r- - --- - - _.. -- --- 02sx I . I 136 RCP, I r LI•1-2 S, I I -= _ I . BSf. I I I- S -�D85x Y21 RCP r m1 n m mI m �— 500+00 501+00 502+00 50]+00 SOa+00 505+00 50fi+00 507+00 _ 506+00 SOs+00 5—CO "I+00 S12+OO 513+00 L 11! xv uyem4x.•. 3 0e/29/200e 11-1 1w1 SUDNITTAL PROJECT MANAGER JpHN 9EVER PRELIMINARY 50% SUBMITTAL 04 29 /08 THIS IS A PRELININ4RY-LEVEL DESIGN AND IS 6a FORT COLLINS DTRD STORM SEWER PLAN AND PROFILE LINE C (WILLOW STREET) 2 t ISSUE 11/16/2007 06/OS/200) DATE ORAFT PLAN SUDMIIIAL PRE -DRAFT PUN SUBMITTAL DESCRIPTION PROJECT NUMBER OLSON 0000000O0031526 NOT INTENDED AS A BID SET. HORIZONTAL AND VERTICAL DESIGN FEATURES M BE AMENDED AS NEEDED, WITH APPRw FRDM cllr ENGINEERING. Clt V of Fort Collins FlLENAME OOC-2a DWG SHEET - 2 s® LL SItC $GL[ (22'1]I' SHEET) SCALE H. t'.50' V I•-5' OOC•24 U W) — (SEE SHE 'gS IDAM OF P TING, SEWER 0 L&L 77777 24" PVC DIV AN B2 8., a,P ,9IT65 (SEE SHEET ­22 :2 2 31\ -j e, I V­ f -a. 25 OUTFALI C I CORRECT TO NORTH I'LL OF XISTING TFALL S RUCtU zz DD 5 w 91 - P::-S7URtXcE-RESTORAT!Oq-l�CU-UDED7i�-R6�W�W&� WORK 'AGRASI-SI) OAC Tl' E R AC R�STOR? KEY MAP NO SGLE L FC S116 ILASI H-lo' RIP Lass e TF�.C. B-FILL I 4970 11 E.-ERT I INVERT IN ONH�� .. 41 '6 I S45 B 05 lf� x 6274 RL., 1. N, INVFR IN 941 I C . _­­_1 N-EHRl �u9.,� n-- 1SC RI, 196D NVIITI 11 19�5 m INVERT T 01-9 ntl 1960 ry J, klSTITiG GRADE 8 L - 5B308. - - - - - - - - - - - - - - - - - - - - - 4950 30' RCP _L7 R S __! r _J: ­0 -77— 36', -1 b oe RCP F_ 0 L [STRICTURE SI-D 5, S ��C 51-C 5 1 DO 52 0,00 521.00 522,00 s-CO 52-C __JL 525,00 -.00 0 T F50% DR 3 _2 04/29/2008 FIHAL PLAH SUSNIITIL PROJECT MANACER JONN S—P PRELIMINARY SUBMITTAL 04/29/nR THIS A PRE-INA-LNEL DESIGN AND IS FORT COLLINS DTRD STORM SEWER PLAN AND PROFILE LINE C LINCOLN TO UDALL I I',, T1_/16_/2007 66/­D5/2- DATE GRAFT PLAN SIBINTAL PRE -DRIFT PLAN SOB.ITTAL DESCRIPTION PROJECT NUMBER E. OLSON 0000-526 IS NOT MENDED AS A BID 111. HCRIIC..L AND VER H­ DES- 1EATHRES Y BE -ENDED AS NEEDED. WITH APP AL 1H.. CIT. ENGINEEFINC. City of Fort Cullins �� FULL SIZE SOIE (22-- F­ DEC 2501G SHEET SHEET) I SCALE 1 1 1--50 1: -5- TABLE OF CONTENTS PUBLIC MEETING BOARDS PUBLICSCOPING MEETING..................................................................................................................................................2 PRESENTATION OF PREFERRED ALTERNATIVES.................................................................................................................6 PRESENTATION OF PREFERRED ALTERNATIVES.................................................................................................................6 ALTERNATIVESEVALUATION........................................................................................................................................7 ALTERNATIVESEVALUATION PROCESS..............................................................................................................................7 ALTERNATIVES — PRELIMINARY LIST.................................................................................................................................. 7 ALTERNATIVES— FINAL LIST............................................................................................................................................... 9 ALTERNATIVES EVALUATION —PRELIMINARY EVALUATION......................................................................................... 13 PRELIMINARYDESIGN — PLAN SET............................................................................................................................. 17 WORDSOF CAUTION.......................................................................................................................................................... 17 PreliminaryDesign Package........................................................................................................................................... 17 COST ESTIMATE AND FUNDING 18 OVERALLPRO) ECF COSTS................................................................................................................................................. 18 PROJECTCOSTS —PER PHASE............................................................................................................................................ 18 Phase1 — Linden Street................................................................................................................................................... 18 Phase2 — Willow/Linden Roundabout............................................................................................................................ 19 Phase 3 — Willow Street (West of Linden Street)............................................................................................................ 19 Please4 — Pine Street....................................................................................................................................................... 20 Phase 5 — Jefferson Street & Mountain Avenue Roundalxnrt......................................................................................... 20 Phase 5B — Jefferson Street (Excluding Roundabout)..................................................................................................... 21 Phase 6 — Willow Street (East of Linden Street) ............................................................ ..............................._................ 21 Phase7 — Lincoln Avenue............................................................................................................................................... 22 Phase8 — Poudre Street................................................................................................................................................... 22 FUNDINGMATRIX.............................................................................................................................................................. 23 r L T 2 S 4 5 6 7 6 AF \ r - 48+0 i BEGIN WORK' �— /� 7'T "I, ♦ / •/ RNERSIDE AVE 52+00 --— ,00•/ 54+00 55+00 NjC�L 56+00 57+00 59+00 60_+00 6STA. 47+85.00 58t0011 I Iz00 RNERSIDE AVE _--- _--- 12 DOwj_ "r i , { 58 Bo JEFFERSON ST V T STI, 52_ - u ✓ END PAVENENi 9 I ICI _ I< w.v +.,,,.,,•. , '^.r."�*"^ �.',�.;•'^..�..,,w.,.,, I II I I' I� µ I ILfr_ o c sEETDNCIN3 1 r 7 � �� � 1 (I z..-.�..,_....,_..,.......�.__,.,..._...._.................___._...__... ._...... ....... si iRAcxs % `/- �..........-...._,......._... � ti if ,.....,.�..............,. SELTIDN I 62+00 63+00 64+00 'I �} 65+00 66+00 67+ 0 68+00 / 6 00 —�" �•�.f _ _J -.-\ f;\ 1_ ") �J I� cam- �� , Ia.00' 1 �HCL —_.._.... ... -- FL, \ _ ... ._.. F s. JEFFERSON ST JEFFERSON ST STA. 67+24.82 I PROJECT MANAGER JOHN SEYER 5`FFERSDI PRELIMINARY FORT COLLINS DTRD J� 50% SUBMIT FINAL FINAL STRIPING n 1 L 04 29 08 ,A�1111 JEFFERSON STREET 2 o./2D/:ooe FrNAL Pw, suBwIT,AL 4 `fir rr/16/2D07 DRAFT PUN SUBumu THIS IS A PRELILLINUh-LEVEL DESIGN AND IS xER INTENDED AS A FEATURES SET. NO6E AIEN AND SNEEi 06/05/200] PRE -DRAFT PUN SUBUITipL VERTICAL DESIGN FUiU ES W.Y OE AUENDED KEY PLAN Clt �' 2" F1LEIUME OOC-SO.OwC ISSDE DATE OEBCRIPTION PROJECT N—CR ODDD000000]a526 ENGINECFEDL wITN APPROVAL FRO. CITY NOi TO SFALE l V Uf F— OLL yzE sfALE (22'x34- SIEET) SCALE N. sD• oocao J r— 2 3 I ^ s 6 7 I e �.' ExsT TRACKS 13 X L •• '1 BEGIN WORK iD#OD 11+00 12+Oo- �1""`�'`� ,_�--�13+Oo, .=,-=,T; i= �oO Is+Oo 16+0o n+oo la+oo is+oo +oo — -" I z,+oo L ---- STA. 10+00.00 D¢.y sOO — xO OTT' TYP _ ExSr Rol / `•��`\,���/x2 ` •�(EXST ROW / L 22+00 23+00 24+00 E I I 4'T 26+00\ ' / 27+00 1 �0MEN I RROJECI rvUMBER 000000000034526 L WILLOW ST - --- 1 � it II �i It !- II II �LIt�N Z TRAcxs .yy'.`0� �/ \ /,•\<`�J 029+00`-.30+00��:- 7S \\ ." /• SECTION TI N LINE , END WORK ', •' \ -( WILLOW ST. STA. 29+74.46 /• \ ,9`� D c I6 A PRELIMINARY I RROJECI rvUMBER 000000000034526 L WILLOW ST - --- 1 � it II �i It !- II II �LIt�N Z TRAcxs .yy'.`0� �/ \ /,•\<`�J 029+00`-.30+00��:- 7S \\ ." /• SECTION TI N LINE , END WORK ', •' \ -( WILLOW ST. STA. 29+74.46 /• \ ,9`� D c I6 A PRELIMINARY FORT COLLINS DTRD 50% SUBMITTAL ST '°� FINAL STRIPING a a —� WILLOW STREET 04 29 08 � x iNIS IS A PRELIMINARY -LEVEL DESIGN AND IS NOT INTENDED AS A BID SET, HORIZONTAL AND VERTICAL DESIGN FEATURES M BE AMENDED NEEDED, 1- APPRwAL FROM CNv KEY PLAN City of Fort Collins 0 }}' DIENAME ODC-}O.DWG SNEEi ENGINEERING. NOT 10 SCALE FULL WE SCALE (]1'131- SHEET) I SCALE N '- So OW3� J r m ki u 1 I I-7i it I I --•-----� ',I 11 �� � I i f; `I r- BEGIN WORK I,;j I II II l i , x LINDEN ST ,lL' I I I €1 I I i STA.�9+40.0 1 0 II 211+00 212+00 213+00 214+00+00 216+OOJ�.,� I '= � yy lS IoY•S _-1.1 �.00. '�'.. 5:00" _ __F___ _ _ r (i __ IIIIIIIIII %� -_ }}� .---__. �� I { .• r LINDEN ST - b.c5' yll- t II 13 II li- t1 `Ex51 iM[KS - 1 �: IG i •. it T o BEGIN WORK O I N E MOUNTAW AVE \ % STA. 106+ .00 \� \ oe%•. ,i i # l o,°�Op\Illlli• i `EUST TRAcxS � \ L J jai'• \� .-, !.• �� .rl II 111+00 t!' 112+00 L,_ 173+00 114+00 E MOUNTAIN AVE �• � /�'=� '\0\�. •' . -- -500 _-••• - STA. 108+50.00 _ I I _ /" /'• \��`� it � - - E LINCOLN AVE • E LINCOLN AVE-_- STA. 111+00.00 /J /""" I1111 III 11 �i I� E( t ` `• % I 9i 1t l \-E%ST 7 PR fir 0 o�" 5 6 7 8 II I ti ' / II END WORK/'I ORK/ j ; LINDEN ST / STA. 226+24.50 / J� 217+00 218+00 219+00 2 0+00 221t00 222+00 / 223 if 5 00 T �rc J'_ _T / I 1 ^) ( lII F I t U �ECTON , I 0 �N 1(� t I \ / �*oo�' f •� EL END WORK p' 0E LINCOLN A f 'STA. t76+ ..79 � 1 PRELIMINARY FORT COLLINS DTRD 50% SUBMITTAL > s'L0� FINAL STRIPING 04 29 08 LINDEN STREET & E LINCOLN AVE THIS IS A PRELIMIN— LEVEL DESIGN AND IS ' 1 NOT RITENDEp AS % BN SEi. NORIZONi%L ANO SNEEI VERTICAL DESIGN A-PPI ES MAv BE AMENDED KEY PLAN 0 }' DLENAM£ OOC-SO.DWG NEEDED w N. APPRwAI FROM CITY City of Fott Collins ---- D C I A I PROJECT LAUNDER OOOOODOOOOSa536 ENGINEERING. NOT TO SGLE NlL SIZE SG4( (22-M I- SHEET) SCALE N: 50' Qyy�Z L J a uvaac ivaccuaas v�aau� Public Scoping Meeting Traffic Vol es si t ,j _ 4 S }} y 7 pt wn river d�stncl 8tieatscepe prgectl r ,� �...:_='s:'7 S-h r{ %. � � ` { ,�{tom✓ �'' �� p 44 r 4-iiq 1 .i. Public Progress Meeting E is�p Parki 0 SUPPIY P� rMPN � 1�»iv tiI 'Put . Parking No, i' s Jjj ti i. Ho C T ParklnpDomantls Bo Ac o modetoo? r_ oa'srREET KtNc oPrro s y ' J` � � x � QPFSTREE A NWQ Pit £ _ �mPNr,sou4br •tier q mwnMb wF PmNi 4m . ddwalfw'n-rivac'&ts!r'ic! sfieetscape pio/ect > _ ,� ,�� Transit Facilities -� �i t NL � vdr l d: ~ 4 .>: Y M ' •.�wgto`,wmr(rer drstnct stieefscape. proJecf _ t • y Intersection improvem�.e.cnts 1 z - r I �.t Pmnu.dw ,V 1 f , a mv" W ra,Ku.w. � eavrvw; y� N TJf ` it 'e�id �• } !v k �, dowdtOwn river dlstriit streefscape proJecl:_ •. .:.r;_, , -.,ems --`•Y"--"-e`" •.t,-,�-i��t:�r`"�"'r'.'" � -� -tea `BICYOLF UNEa.�: : •POUO0.E aTREET,.Y1LL. RACES �� BRICK BTREEIa _„� TRAua 7 F .�' t d T1 z �rJ4 -y.y ^Desi_ �• '�.WALIUBLE' n Features ' 9 ENVIRONMENT ' 1 f ALONG CALM Q _ CONTERL NEB^' TRANBn ALO NG WILLOW T0.UCK PAPKWd aioP M ) W / _ 1138Y�ii RNaEO BARRIER dow,giown nver,disfrict slreefacape pro/ecf�. ; YProject Schedule ' � x g Poi ctl Nlabon+� t ,trl; No eher2W5y . Def�Collactlon� j ,r {.• Dacomber 2005 March 2006 rh`� tg, PNN Or Mw Opm L *� V s �. Alte tl es D 1 p nt 'Ma ch 2006 O t he 2006 B Canc Pt nI DesIn ,, (• S F > •'`�^' �,/'+''o+"N`+a.+IMe'c p,w "r Ra. mAP..n� : �.r , � 4 sa.;� %ate M lta rice An lyr rM PUEXc J y y AArmn -. Pm'II In ry 0 tg No embe 2006 M r h 2007 -azEiTt ems' -:N� w Wig. dw Pry: 1�� `" ti dOlYnt wn rivei dls6061 sli gists a ro ect! ,. P,- p I Tho'de IIA g tam will utIGZB p hilt Comm f j} y :; rs / ,` a tl technical ly to oleo a prafirrred alt .tiv '3 ra to oo' . fad forwerC Into P 11 In ry d g tC"'ri•-:; - jj '.a FIRST PbIIcC it M min 1 roGretaful XX It Mo t� Y � l` s :;. SBloct PrafB retl Altornedve•(Septomhoc-OafaLut;2008) :5,� }y .'Clry ine OA P MIItiOim'p h Wr,'ko. W rwe_'.. R • ){ � b _ewms bns MI Cry I 3 rM f : NiNmi "Moo � lyw, • 1 �Tt •.i Preli InaryDesign (N ember 2008-Mo ch 2007( 1 '4 �M1. � NR Man I RPrY6Pi ,Ye lanC a n,W •-�x.j r;�m� a (sMW ' �Iwa mwio m I nr, t dS4nin rive?district sfreetscape piojeot 0w