1、UFC 3-210-02 16 January 2004 UNIFIED FACILITIES CRITERIA (UFC) POV SITE CIRCULATION AND PARKING APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED Change 1, March 2010Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 3-210-02 16 January 2004 UNIFI
2、ED FACILITIES CRITERIA (UFC) POV SITE CIRCULATION AND PARKING Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS (Preparing Activity)NAVAL
3、FACILITIES ENGINEERING COMMAND AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by 1 . /1/) Change No. Date Location This UFC supersedes TI 804-11, dated 30 November 1998. The format of this UFC does not conform to UFC 1-300-01; however, the format will be adjusted to
4、 conform at the next revision. The body of this UFC is the previous TI 804-11, dated 30 November 1998. Change 1, March 2010Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-UFC 3-210-02 16 January 2004 FOREWORD 1 The Unified Facilities Criteria (UFC) s
5、ystem is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD(AT unlimited distribution. Record of Changes (chan
6、ges indicated by 1 . . ./1/.) No. Date PageProvided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CEMP-ET TI 804-11 30 November 1998 FOREWORD These technical instructions (TI) provide design and construction criteria and apply to all U.S. Army Corps of Engi
7、neers (USACE) commands having military construction responsibilities. TI will be used for all Army projects executed for other military services or work for other customers where appropriate. TI are living documents and will be periodically reviewed, updated, and made available to users as part of t
8、he HQUSACE responsibility for technical criteria and policy for new military construction. CEMP-ET is responsible for administration of the TI system; technical content of TI is the responsibility of the HQUSACE element of the discipline involved. Recommende d changes to the TI, with rationale for t
9、he changes, should be sent to HQUSACE, ATTN: CEMP -ET, Massachusetts Ave., NW, Washington, D. C. 20314-1000. TI are effective upon issuance. TI are distributed only in electronic media through the TECHINFO Internet site http:/www.hnd.usace.army.mil/techunfo/index.htm and the Construction Criteria Ba
10、se (CCB) system maintained by the National Institute of Building Sciences at Internet site http:/www.nibs.org/ccb/. Hard copies of these instructions produced by the user from the electronic media should be checked against the current electronic version prior to use to assure that the latest instruc
11、tions are used. FOR THE COMMANDER: DWIGHT A. BERANEK, P.E. Chief, Engineering and Construction Division Directorate of Military ProgramsProvided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CEMP-ET TI 804-11 30 November 1998 iDESIGN FOR NON-ORGANIZATIONAL
12、OR PRIVATELY OWNED VEHICLE (POV) SITE CIRCULATION AND PARKING Table of Contents Page CHAPTER 1 INTRODUCTION Paragraph 1-1. PURPOSE AND SCOPE.1 1-2. APPLICABILITY1 1-3. REFERENCES.1 1-4. DESIGN TEAM.1 CHAPTER 2 DESIGN FOR NON ORGANIZATIONAL OR PRIVATELY OWNED VEHICLE SITE CIRCULATION AND PARKING Para
13、graph 2-1. GENERAL.2 2-2. DESIGN VEHICLES2 2-3. ACCESS AND SERVICE DRIVES.3 2-4. PARKING AREAS.5 2-5. PETROLEUM, OIL AND LUBRICATION (POL) PARKING AREAS.8 2-6. SPECIAL CIRCULATION AREAS8 2-7. MITIGATING VEHICULAR IMPACT.11 APPENDIX A REFERENCES A-1Provided by IHSNot for ResaleNo reproduction or netw
14、orking permitted without license from IHS-,-,-CEMP-ET TI 804-11 30 November 1998 iiFIGURES Figure Title Page 2-1 Standard Passenger Car Turning Path and Radius12 2-2 Safe Sight Distances13 2-3 Standard Throat Dimensions13 2-4 Standard Parking Configurations14 2-5 Typical Parking Islands and Medians
15、.15 2-6 Parking Lot Landscaping Recommendations16 2-7 Typical Small 90-degree Parking Lot Grading Plan.17 2-8 Typical Large 90-degree Parking Lot Grading Plan.18 2-9 Typical Gate Areas 19 2-10 Typical Drop-off Area.20 2-11 Typical Loading Area for Medium Size Trucks 21 2-12 Typical Dumpster Location
16、 and Access22 2-13 Typical Dumpster Pad Layout23 2-14 Motorcycle Parking.24 2-15 Screening Parking Areas25 TABLES Table Title 2-1 Dimensions for Design Vehicles.2 2-2 Minimum Turning Radii for Design Vehicles .3 2-3 Minimum Driveway Spacing for Streets serving more than 5,000 Vehicles per Day3 2-4 M
17、inimum Sight Distances.4 2-5 Parking Island Widths 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CEMP-ET TI 804-11 30 November 1998 1CHAPTER 1 INTRODUCTION 1-1. PURPOSE AND SCOPE. This document provides guidance for designing parking areas and oth
18、er facilities required for on-site vehicular circulation and stationing. These instructions define the non-organizational or privately owned vehicle passenger car and light truck design vehicles and set guidelines for determining the size and layout to include grading, drainage and circulation. 1-2.
19、 APPLICABILITY. These instructions are applicable to all USACE elements involved with onsite vehicular circulation and the preparation of design drawings and specifications for parking and circulation facilities. 1-3. REFERENCES. Appendix A contains a list of references used in these instructions. 1
20、-4. DESIGN TEAM. The design of on-site circulation and parking is the responsibility of an interdisciplinary team of design professionals (ER 1110 -1-8152). This multi-professional approach to the planning process helps assure that all aspects of the man-made and natural characteristics of the area
21、being planned are properly and thoroughly considered. Plans are prepared that provide a comprehensive solution to the program requirements addressing environmental assessment of actions, design quality and economic efficiency. Identify the interdisciplinary team at the beginning of the planning proc
22、ess so that its expertise can be applied from the outset. The team members and the team leader will be determined by the functional requirements of the project. There are typically four major components of a planning and design team: landscape architecture, land planning, civil engineering, and arch
23、itecture. The landscape architect may take the lead role because of the expertise required in design and analysis for circulation and parking. Other professionals such as traffic and civil engineers, geologists, and historic preservationists may be included in the design process as warranted by spec
24、ific conditions. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CEMP-ET TI 804-11 30 November 1998 2CHAPTER 2 DESIGN FOR NON-ORGANIZATIONAL OR PRIVATELY OWNED VEHICLE SITE CIRCULATION AND PARKING 2-1. GENERAL. This chapter provides the criteria, gui
25、delines, and standards for determining the design vehicle, turning radii, circulation functional relationships, and parking layout. The chapter covers access and service drives; parking areas; and special vehicle -use areas including gateways, drop-offs, dumpsters, deliveries, and drive-in facilitie
26、s. This chapter also addresses methods for mitigating the visual impact of parking and other vehicle use areas. 2-2. DESIGN VEHICLES. The American Association of State Highway and Transportation Officials (AASHTO) places vehicles into two general classes: passenger cars and trucks. The passenger car
27、 class includes passenger cars, and ligh t delivery trucks such as vans and pick-ups. The truck class includes single-unit trucks, recreation vehicles, buses, trucks semi-tractor trailer combinations, and trucks or truck tractors with semi-trailers in combination with full trailers (AASHTO, 1984). T
28、he design vehicles for this section include both the passenger car and the truck classification. a. Vehicle Dimensions and Turning Radii. Design circulation and parking to provide the maneuverability and traffic safety required by the vehicles that utilize the facility. Table 2-1 lists dimensions fo
29、r some of the more common vehicles. Table 2-2 lists minimum turning radii for the same vehicles. AASHTO provides an expanded list with additional dimensions and information. b. Design Vehicle Template. The AASHTO passenger car is equivalent to a non-organizational or privately owned vehicle. Figure
30、2 -1 illustrates a template showing the turning paths and radii of a passenger car. Templates showing the turning movements for other design vehicles are provided by AASHTO. Table 2-1. Dimensions for Design Vehicles Design Vehicle (Symbol) Vehicle Dimension Bumper Overhang Width m (ft) Length m (ft)
31、 Front m (ft) Rear m (ft) Passenger Car (P) 2.1 (7.0) 5.8 (19.0) 0.9 (3.0) 1.5 (5.0) Single Unit Truck (SU) 2.6 (8.5) 9.2 (30.0) 1.2 (4.0) 1.8 (6.0) Intermediate Semi-trailer (WB-40) 2.6 (8.5) 15.3 (50.0) 1.2 (4.0) 1.8 (6.0) Large Semi-trailer (WB-50) 2.6 (8.5) 16.8 (55.0) 0.9 (3.0) 0.6 (2.0) Single
32、 Unit Bus (BUS) 2.6 (8.5) 12.2 (40.0) 2.1 (7.0) 2.4 (8.0) Motor Home (MH) 2.4 (8.0) 9.2 (30.0) 1.2 (4.0) 1.8 (6.0) Table 2-2. Minimum Turning Radii for Design Vehicles Design Vehicle Minimum Design Turning Radius m (ft) Minimum Inside Radius m (ft) Provided by IHSNot for ResaleNo reproduction or net
33、working permitted without license from IHS-,-,-CEMP-ET TI 804-11 30 November 1998 3Passenger Car 7.3 (24.0) 4.7 (15.3) Single Unit Truck 12.8 (42.0) 8.7 (28.4) Intermediate Semi-trailer 12.2 (40.0) 6.1 (19.9) Large Semi-trailer 13.7 (45.0) 6.1 (19.8) Single Unit Bus 12.8 (42.0) 7.1 (23.2) Motor Home
34、 12.8 (42.0) 8.7 (284) 2-3. ACCESS AND SERVICE DRIVES. Design site entrances and exits, services drives, and other areas with special requirements (e.g., parking lots or loading docks) to accommodate the largest vehicle that will use the facility. This procedure s hould assure that traffic safety wi
35、ll be accommodated. a. Spacing. Locate access drives according to the following spacing guidelines: (1) Maintain 61 m (200 ft) or more between access drives on arterial roads. Table 2 -3 provides acceptable minimum spacing when frontage along an arterial road is limited. Table 2-3. Minimum Driveway
36、Spacing for Streets serving more than 5,000 Vehicles per Day. Arterial Speed kph (mph) Minimum Separation m (ft) 32 (20) 25.9 (85.0) 40 (25) 32 (105.0) 48 (30) 38 (125.0) 56 (35) 45.8 (150.0) 64 (40) 56.4 (185.0) 72 (45) 70.2 (230.0) 81 (50) 83.9 (275.0) (2) Maintain a minimum spacing of 366m to 457
37、m (1,200 to 1,500 ft) between a signaled drive and adjacent signaled intersection. If the sign aled drive is a T-intersection, 183m (600 ft) is an acceptable minimum spacing when frontage is limited. (3) Coordinate drive signals within 762m (2,500 ft) of adjacent signals. (4) Maintain a minimum spac
38、ing of 10.5m to 15.5m (35 to 50 ft) on low-volume (5,000 vehicles per day), low-speed (48 kph (30 mph) roads. b. Corner Clearances. Access drives near major intersections adversely affect traffic operations. They may result in unexpected conflicts with vehicles turning at the intersection. Maintain
39、a minimum clearance of 15.2m (50 ft) between access drives and major intersections. c. Sight Distances. Provide safe sight distance for vehicles entering and exiting an access drive. This sight distance increases according to the design speed of the t hrough road. The relationships of speed to sight
40、 distances are provided in table 2 -4 and illustrated in figure 2 -2. When a safe sight distance cannot be met, consider the following alternatives: (1) Removal of sight obstructions. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CEMP-ET TI 804-11
41、30 November 1998 4(2) Relocation of the access drive to a more favorable location along the access road. (3) Prohibition of critical movements at the access drive. (4) Relocation of the access drive to another access road. Table 2-4. Minimum Sight Distances Operating Speed (kph (mph) 32 kph (20 mph)
42、 48 kph (30 mph) 64 kph (40 mph) 81 kph (50 mph) Left m (ft) Right m (ft) Left m (ft) Right m (ft) Left m (ft) Right m (ft) Left m (ft) Right m (ft) Passenger car 64 (210) 52 (170) 99 (320) 112 (360) 167 (540) 183 (590) 279 (900) 301 (970) Truck 112 (360) 71 (30) 161 (520) 140 (450) 285 (920) 285 (9
43、20) 468 (1510) 474 (1530) NOTE: Sight distances are based on the following assumptions: 1. Upon turning left or right when exiting the access drive, the vehicle accelerates to the operating speed of the access road without causing approaching vehicles to reduce speed by more than 16 kph (10 mph). 2.
44、 Upon turning left when entering the access drive, the vehicle clears the near half of the access road without causing approaching vehicles to reduce speed by more than 16 kph (10 mph). 3. Turns are 90-degree. 4. The access road and the access drive are on level terrain. d. Left turns. Prevent left
45、turns on the through road to limit conflict under the foll owing conditions: (1) Inadequate corner clearance. (2) Inadequate sight distance. (3) Inadequate driveway spacing. (4) Median opening too close to another median opening. e. Entrances. Design entrances to and from access drives to include: (
46、1) Minimum turning radii for the largest vehicle expected to use the site. (2) A minimum 3.1m (10-ft) wide traffic island where entry and exit lanes into the site are separated. (3) Minimum throat widths and lengths to accommodate incoming and outgoing traffic. Figure 2-3 illustrates throat dimensio
47、ns. (4) Sufficient width to accommodate single- or double-lane traffic depending upon the design vehicle using the route. (5) A minimum 30.5m (100 ft) unobstructed sight distance for turns from parking lots and service drives onto the access drive. Provided by IHSNot for ResaleNo reproduction or net
48、working permitted without license from IHS-,-,-CEMP-ET TI 804-11 30 November 1998 5f. Grading and Drainage. Design access drives with gradients that conform to the natural topography using commonly accepted minimum and maximum gradients. Grades and slope directions are determined utilizing the drainage r equirements established in the surface water management plan prepared for the project site. TM 5-822-2 provides additional information on the grading of entrance and exit drives. g. Pavement. TM 5-822-5 provides guidance for the design and engineering of roadway pavements.
