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Home My WebLink AboutROMERO HOUSE (425 TENTH STREET) - PDP - 43-04 - CORRESPONDENCE - STREET RELATED DOCUMENTt FORT COLLINS ONLY 4.5 WALK (MIN) 9' UTIL. ESMT. i 30'ROADWAY 6' PKVdv (MIN,) t 6' TRAVEL k PAF T 4.5' WALK - (MIN) PKWY (MIN.) 6'.5 Min. Fence Setback 9' UTIL. ESMT. INTERSECTIONS (WHERE NEEDED) ROADWAY WIDTH: 30' wide. RIGHT OF WAY WIDTH: 51' (min) TRAVEL LANES: 16' wide. LEFT TURN LANES: None. BIKE LANES: Bicyclists to share travel lane with motor vehicles. Additional street width, up to 4' wider, may be required in the travel lane to accommodate bike traffic to serve activity areas, such as schools and parks. PARKING: Two lanes 7wide. SIDEWALK: 4.5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIANS: None. WHERE USED: All residential local streets where traffic volume is anticipated to be 1000 vpd or less. (unless the Narrow Residential Local Street or Rural Residential Local Street standards are used) DESIGN SPEED: 25 MPH SPEED LIMIT: 25 MPH ACCESS: Access will be unlimited in accordance with these standards. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 6.5' from the parkway edge of the sidewalk. CURB AND GUTTER: Vertical curb and gutter, or driveover. However, if driveover is used, the parkways must be widened by 1' and thereby, the required nght of way width will increase by 2' to provide 53'. r� RESIDENTIAL LOCAL STREET LARIMER COUNTY DESIGN REVISION NO: FIGURE URBAN AREA FIGURE STREET STANDARDS DA E: 09/11/00 7-9F FORT COLLINS ONLY 57' ROW (MIN.) 5 36' ROADWAY A (MIN) 5, PKW I (MIN) 9' UTIL. ESMT, 10' 10, TRAVEL TRAVEL PARK PAR 8' Z --------------- 10' LEFT 13' TURN 13' TRAVEL TRAVEL 36' ROADWAY INTERSECTIONS (WHERE NEEDED) 6.5' MIN. FENCE SETBACK 9' UTIL. ESMT. _ ROADWAY WIDTH: 36' wide without bike lane; 42' wide with bike lane; 36'; wide with left turn lane. RIGHT OF WAY WIDTH: 57(min) plus 18' (min.) utility easement. TRAVEL LANES: Two lanes, 1 D wide, 13' wide at intersections shared with bicyclists, or 10' wide where bike lanes are required. LEFT TURN LANES 10' wide, at intersections where needed. BIKE LANES: Bicyclists shall share the roadway with motor vehicles in the travel lanes. Additional street width may be required to add bike lanes 6' wide on each side to accommodate bike traffic within and leading to activity areas. PARKING: Two lanes 8' wide. Parking will be removed at intersections where a left turn lane is required. PARKWAY: 6' (min.) width. Additional width optional. SIDEWALK: 4.5' (min.) width. Additional width may be required for higher pedestrian traffic serving activity areas. MEDIAN: Not required, except where necessaryto control access and/or to provide pedestrian refuge. Additional roadway and right of way width may be required. WHERE USED These specifications shall apply to streets where traffic volume on the street is anticipated to be in the range of 1,000 to 2,500 vpd. DESIGN SPEED: 30 MPH SPEED LIMIT: 25 MPH ACCESS. Access will be limited. Points of access must be approved by the Local Entity. CONTINUITY: The street shall be continuous for no more than 1320 feet. FENCES: Fences shall be setback a minimum of 6.5' from the parkway edge of the sidewalk. CURB AND GUTTER Vertical curb and gutter. CONNECTOR LOCAL STREET LARIMER COUNTY DESIGN REVISION NO: FIGURE URBAN AREA FIGURE STREET STANDARDS DATE: 09/11/00 7-8F 2'-6" 6" 1 1/2"R. 4 1/2" N 2"R Gutter edge may be �' io tapered or battered. a (Typical for all Curb & & Gutter Types) VERTICAL 30" 18" 12" 4.5" 21.75" 3.75" R 0.5" 3.63" 2" .. ..qr i 0.1,3 d 9' d.. n. .. .... ROLL-OVER (LOVELAND) r� CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 �I , 1-: -`� v T r • w 0 r J .� �m ,�/Q U) C N U 0 t . C)F w U n L° Q � V w U 0 Z Q Q 0 U) w • �, rye_ w l� ro� O I'a Lij 0 (Oj)„zL (-1)„17/E o L J LL v r c 0 m U X W T 0 LT- /9 I Y r• • a Q • w °• 0 • U) Q °• •' U ° Q 4 ' • i� ••. Z T T ° ice/ 00 •♦ � T Q / w i �..... m `L I' OD U F• •a r 1 > O ;• � w _ E,BrE 0 CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 702 I� 2 4» 0.66' ABOVE EX. ASPHALT 1 /2" _PER_ FOOT MATCH EX. ASPHALT AT LIP PROPOSED ..CURB AND GUTTER SECTION (N.T.S.) o A "bump out" is proposed at the intersection. The %x width of the street is proposed to be 12' from the centerlines. This should help keep cars in the traveled way and provides the best opportunity to "line up" the intersection. o The areas of the street which will have parking will have a %z width of 18'. This matches the 36' section to the west, but rather than splitting the parking and traffic for 8' of parking and a 10' travel lane, it is proposed to keep the travel lane 12' and only have 6' reserved for parking. This will not be a problem as there is still plenty of room for both parking and traffic, but keeping the width at the intersection a little wider seemed more logical. o The Romero house and the adjacent park do not appear to drain to the streets — they appear to be extremely flat and lower than the streets in some places. There is no way to .construct the curb and gutter in a way that will improve the drainage on these two lots. o As proposed, no additional right of way is needed for the project. Memorandum Date: January 4, 2005 To: Jack Gianola, City of Fort Collins From: Mike Oberlander, North Star Design, Inc. RE: -203-18 Romero House Curb and Walk Concept The following summarizes the conceptual design proposed for Ioth Street and Romero Street: Existing Conditions: • The existing street adjacent to the site has no curb, gutter or walk. Grades are very flat, and it does not appear that the existing lot and the park drain to the existing streets. • Romero Street angles to the southeast in an attempt to line up through traffic east of loth Street. Romero Street west of loth Street is about 24' wide, east of loth Street it is 36' wide — there is about a 2' shift in the center of the intersection. • 10`h Street has curb on the east side and asphalt on the west. The street is about 36' wide and centered in the 54' ROW. The curb and gutter on the west is drive over with attached walk the curb and gutter width is 2.6' wide, the walk is about 3.8' wide. • 10`h Street has no crown and sheet flows to from west to east and drains to the curb and gutter. Romero Street has an inverted crown and drains to the center of the street. Proposed Improvements: • It is proposed to hold the actual centerlines of both streets (traveled way NOT right of way) with this design. The 36' wide street was an old standard for a Local Street. It is most similar to today's Connector street which allows 10' travel lanes and 8' parking on both sides. Today's local street standard is 30' wide with a 16' travel way (total) and 7' parking on each side — neither of these street types typically has striping. • Because of the existing conditions around the project, a hybrid section is proposed: o All of the curb will be outfall type. There is no street drainage that will enter the curb, so it will spill to the east side of loth Street and the center of Romero. The slope of the curb will match the existing asphalt. o There is no need for drive over curb in this area. The lot is accessed from an alley (unlike the lots to the west). A 6" vertical curb with 4.5' attached walk is proposed. This allows more actual room to walk on than a drive over curb.