Recommended
Recommended
More Related Content
Similar to Traffic StudyProject location· Summary Traf.docx
Similar to Traffic StudyProject location· Summary Traf.docx (20)
More from turveycharlyn
More from turveycharlyn (20)
Recently uploaded
Recently uploaded (20)
Traffic StudyProject location· Summary Traf.docx
- 1. Traffic Study Project location · Summary: Traffic studies of the project area that located in city of Santee and the impact by on the Cuyamaca street and Buena vista Avenue. This study will help us to know the situation of the area for cars movement and average daily traffic. Also we are going to research about the traffic volume around the project site and to know the level of service. Since there are residents next to the project location, by knowing this information we can try to avoid making some delaying for the community residents and to specify a time for our workers to get the stuff they need perfectly with no delay and effect on collecting time. So that will help us also to finish our project within a good time and without any complicating. · Project location & Intersection Analysis:
- 2. The project area is located on the southeast corner of the intersection signal for Cuyamaca street (North-South) and Buena Vista Avenue (West-East). Ctiy of santee afford a street parking on Buena Vista avenue which is on the north side of the site and that may affect on the traffic movement on Buena vista avenue east. There is a bus station on the west side were the project located and there is a trolley road on Cuyamaca street. Buena Vista Avenue is with one lane for each way while the Cuyamaca street has 3 lanes for the each way. Project site located on the north side of the 52 HWY and visitors can use the way out from the highway to the location and in from the same way to the highway. So, on the south side of the project location there is an access from and to the 52 HWY to the Cuyamaca street. The back peak and a head beak per hour of 52 and Cuyamaca Street is 7600-7000 in year 2016 according to Caltrans. In the initial site layout I would recommend to put a one-way sign leading to east on Buena Vista on the North entrance for people who leaving the location and slide it around 100’ to the west so there wont be a hard traffic movement around the facility location. The second thing is to use the west parking access just by people who leaving the location because using .To calculate the flow rate of the street we can use: - Parking design: The project location need a parking design as in initial site layout there are 3 access to the facility one from the west side of the project location which is from Cuyamaca street and two from the north side from Buena Vista Avenue. The peak per hour is needed to be 5:1 and we assume the facility will be busy
- 3. during the week days from 0800 am till 0730 pm. Street parking is allowed from the city of Santee from the north side of the project location which is on Buena Vista Avenue. The information about the ability of the parking size is given already from the client and it was around 400 cars in total. To design the parking we have to follow the information was giving in county of San Diego manual and we need to follow all instructions in Parking Design Manual. Sine our project is under commercial type its required to build a 6’ high wall or a fence if subjected to residential use regulation or we can do a curb if there is no fence or wall was installed. Accessible spaces required a minimum number if the parking size will be the same is 400 X 0.02= 8 accessible parking spaces. We assume that we designing a 90 degree parking lot, in this case we are required to use 18’ dimension layout and the parking that going to be on the wall or curb need to be 62’-0’’. The wheel stop dimensions must be 3’ minimum away from the curb and 4’’ high and that taken from the 18’ of the parking space. We assume the sidewalk in our parking design because it’s under the property area. In 2010 California Green Building Standards Code, newly constructed non-residential uses shall provide designated parking for clean air vehicles and it must be at least 8% if the number of parking spaces >201. Our parking design includes landscaping the parking area and it’s required minimum of 14 square feet landscaping per parking space. Landscape is required a minimum of 2’>3’ to avoid wheels from running into the curb. · Parking construction and Cost Estimating: Parking construction work comes with many processes and as I mentioned we need to work on it perfectly and since parking need many trucks and materials in and out from the site we have some areas from the site to put the materials at. So, parking construction comes after hydrology, storm water, and sewer. We are using unit price list, County of San Diego Manual. In this situation we assume to do: (Courtesy: unit price list, County of San Diego)
- 4. Item Unit Price Grading. 5.4 acres> 20,000 C.Y 13.07 Landscaping Curb and Gutter L.F Sidewalk removal S.F $1.63 Sidewalk +5000’ S.F $4.79 Ped Ramp E.A Street striping +4000’ L.F 1.09 Fence. Chain link, 4’ L.F 13.6 Cross Gutter S.F 8.72 A.C overlay (if needed) 1’’-2’’
- 5. S.F 1.09 Traffic signal L.S References: · Parking Design Manual, County of San Diego 2013. · Caltrans. · SANDAG. · Unit Price List, County of San Diego.
- 6. - Required Minimum Number of Accessible Spaces :
- 8. 2016 Traffic Volumes on California State Highways Dist Route County Postmile Description Back Peak Hour Back Peak Month Back AADT Ahead Peak Hour Ahead Peak Month Ahead AADT 03 051 SAC 5.498 SACRAMENTO, MARCONI AVENUE 12100 164000 157800 9900 140000 134200 03 051 SAC 5.783 SACRAMENTO, AUBURN BOULEVARD 9900 140000 134200 9900 140000 134200
- 9. 03 051 SAC 5.963 SACRAMENTO, HOWE AVENUE 9900 140000 134200 9900 141000 136000 03 051 SAC 6.213 SACRAMENTO, BELL STREET 9900 141000 136000 9900 139000 134400 03 051 SAC 6.788 SACRAMENTO, FULTON AVENUE 9900 139000 134400 11100 155000 148600 03 051 SAC 7.701 SACRAMENTO, AUBURN BOULEVARD 11100 155000 148600 10400 144000 138000 03 051 SAC 7.969 SACRAMENTO, WATT AVENUE 10400 144000 138000 10200 142000 136000 03 051 SAC 8.86 JCT. RTE. 80 WEST 10100 133000 129000 11 052 SD .324 JCT. RTE. 5 7500 93000 85000 11 052 SD 1.346 REGENTS ROAD 7500 93000 85000 6900 85000 83000 11 052 SD 2.292 SAN DIEGO, GENESEE AVENUE 6900 85000 83000 7600 93000 89000 11 052 SD 3.761 JCT. RTE. 805 7600 93000 89000 9600 111000 107000 11 052 SD 5.494 CONVOY STREET 9600 111000 107000 9500 111000 107000 11 052 SD 6.602 JCT. RTE. 163 9500 111000 107000 8700 96000 94000 11 052 SD 6.926 KEARNEY VILLA OC 8700 96000 94000 8700 96000 94000 11 052 SD 7.314 JCT. RTE. 15 8700 96000 94000 8700 104000 100000 11 052 SD 8.713 SANTO ROAD 8700 104000 100000 8200 99000 96000 11 052 SD 13.273 MAST BOULEVARD 8000 99000 96000 7100 85000 83000 11 052 SD 13.972 MISSION GORGE 7100 85000 83000 7200 86000 83000 11 052 SD 14.962 JCT. RTE. 125 7200 86000 83000 7600 83000 80000 11 052 SD 16.144 CUYAMACA STREET 7600 83000 80000 7000 80000 77000
- 10. 11 052 SD 17.22 JCT. RTE. 67 7000 80000 77000 01 053 LAK 0 LOWER LAKE, JCT. RTE. 29 2000 19000 17000 01 053 LAK 1.47 LAKESHORE DRIVE, OLD STATE HIGHWAY 2000 19000 17000 2100 19000 17500 01 053 LAK 2.96 CLEARLAKE HIGHLANDS, 40TH AVENUE 2100 19000 17500 830 9000 8300 01 053 LAK 7.445 JCT. RTE. 20 550 6100 5600 11 054 SD 0 R JCT. RTE. 5, BEGIN RIGHT ALIGN 4900 57000 56000 11 054 SD .401 R NATIONAL CITY BOULEVARD 4900 57000 56000 4800 62000 61000 11 054 SD .899 R NATIONAL CITY, HIGHLAND AVENUE OC 4800 62000 61000 5200 67000 64000 11 054 SD 1.753 R END RIGHT ALIGN 5200 67000 64000 11 054 SD 0 L WB OFF TO SB 5, BEGIN LEFT ALIGN 3750 52000 51000 11 054 SD .406 L NATIONAL CITY, NATIONAL CITY BOULEVARD 3750 52000 51000 4600 60000 58000 11 054 SD .904 L NATIONAL CITY, HIGHLAND AVENUE OC 4600 60000 58000 5000 65000 62000 11 054 SD 1.797 L END LEFT ALIGN 5000 65000 62000 11 054 SD 1.88 JCT. RTE. 805 10400 135000 132000 10900 143000 139000 11 054 SD 2.968 REO DRIVE 10900 143000 139000 10300 134000 130000 11 054 SD 4.207 WOODMAN STREET 10300 134000 130000 9800 125000 122000 Page 67 ghanim almarri ghanim almarri
- 11. 2016 Traffic Volumes on California State Highways DistRouteCountyPostmile Description Back Peak Hour Back Peak Month Back AADT Ahead Peak Hour Ahead Peak Month Ahead AADT 03051SAC5.498 SACRAMENTO, MARCONI AVENUE 121001640001578009900140000134200 03051SAC5.783 SACRAMENTO, AUBURN BOULEVARD 99001400001342009900140000134200 03051SAC5.963 SACRAMENTO, HOWE AVENUE 99001400001342009900141000136000 03051SAC6.213 SACRAMENTO, BELL STREET 99001410001360009900139000134400 03051SAC6.788 SACRAMENTO, FULTON AVENUE 990013900013440011100155000148600 03051SAC7.701 SACRAMENTO, AUBURN BOULEVARD 1110015500014860010400144000138000
- 12. 03051SAC7.969 SACRAMENTO, WATT AVENUE 1040014400013800010200142000136000 03051SAC8.86 JCT. RTE. 80 WEST 10100133000129000 11052SD.324 JCT. RTE. 5 75009300085000 11052SD1.346 REGENTS ROAD 7500930008500069008500083000 11052SD2.292 SAN DIEGO, GENESEE AVENUE 6900850008300076009300089000 11052SD3.761 JCT. RTE. 805 760093000890009600111000107000 11052SD5.494 CONVOY STREET 96001110001070009500111000107000 11052SD6.602 JCT. RTE. 163 950011100010700087009600094000 11052SD6.926 KEARNEY VILLA OC 8700960009400087009600094000 11052SD7.314 JCT. RTE. 15 870096000940008700104000100000 11052SD8.713 SANTO ROAD 870010400010000082009900096000 11052SD13.273 MAST BOULEVARD 8000990009600071008500083000
- 13. 11052SD13.972 MISSION GORGE 7100850008300072008600083000 11052SD14.962 JCT. RTE. 125 7200860008300076008300080000 11052SD16.144 CUYAMACA STREET 7600830008000070008000077000 11052SD17.22 JCT. RTE. 67 70008000077000 01053LAK0 LOWER LAKE, JCT. RTE. 29 20001900017000 01053LAK1.47 LAKESHORE DRIVE, OLD STATE HIGHWAY 2000190001700021001900017500 01053LAK2.96 CLEARLAKE HIGHLANDS, 40TH AVENUE 2100190001750083090008300 01053LAK7.445 JCT. RTE. 20 55061005600 11054SD0R JCT. RTE. 5, BEGIN RIGHT ALIGN 49005700056000 11054SD.401R NATIONAL CITY BOULEVARD 4900570005600048006200061000 11054SD.899R NATIONAL CITY, HIGHLAND AVENUE OC 4800620006100052006700064000 11054SD1.753R END RIGHT ALIGN 52006700064000
- 14. 11054SD0L WB OFF TO SB 5, BEGIN LEFT ALIGN 37505200051000 11054SD.406L NATIONAL CITY, NATIONAL CITY BOULEVARD 3750520005100046006000058000 11054SD.904L NATIONAL CITY, HIGHLAND AVENUE OC 4600600005800050006500062000 11054SD1.797L END LEFT ALIGN 50006500062000 11054SD1.88 JCT. RTE. 805 1040013500013200010900143000139000 11054SD2.968 REO DRIVE 1090014300013900010300134000130000 11054SD4.207 WOODMAN STREET 103001340001300009800125000122000 Page 67 CALTRANS TRAFFIC VOLUMES 10/27/2017 15PAGE # LATEST TRAFFIC YEAR SELECTED PEAK HOUR VOLUME DATA11:17:51 OTM32420 DI RTE CO PRE PM CS LEG DirYR HR DAY MNTH Dir HR DAY MNTH
- 25. 15 16 16 15 15 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 12 8 7 7 7
- 36. 5.48 5.89 5.76 5.58 5.57 5.34 5.18 5.45 7.08 4.36 4.3 % KD AM PEAK 1 WAY PHV 1 WAY PHV PM PEAK % KD % K % D 03 02 03 03
- 38. ghanim almarri ghanim almarri ghanim almarri CALTRANS TRAFFIC VOLUMES 10/27/2017 15PAGE # LATEST TRAFFIC YEAR SELECTED PEAK HOUR VOLUME DATA 11:17:51 OTM32420 DI RTECOPREPMCSLEGDirYR HRDAYMNTHDir HRDAYMNTH % K % D 57.65 65.96 56.53 53.77 50.01 55.37 59.34 60.16 70.73 71.58 83.07 56.17 50.51
- 49. 8 11 10 12 11 10 11 12 12 7 7 7 7 6 7 7 8 7 7 6 6 6 6 6 11 11 7 7 SUN TUE TUE THU THU THU SAT SUN
- 59. AM PEAK 1 WAY PHV 1 WAY PHV PM PEAK % KD % K % D 03 02 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 11 11 11 11 11
- 60. 11 11 11 11 11 01 01 11 11 194 446TOTAL PERSON TRIPS Non-Resident Person Trip Total (Person trips to or from this zone by people residing outside the MGRA.) School Primary School Enrollment Secondary School Enrollment Total Enrollment 0 0 Students0 Students Students Higher Education Enrollment 0 Students Lodging Total Hotel Rooms 0 Rooms
- 61. Hotel Rooms 0 Rooms 3 Employment Agriculture Retail Amusement Services Wholesale and Warehousing Utilities Health Government (Federal, State, and Local) (Non-Education, Non- Military) Military Manufacturing Professional and Business Services Education Religious Construction Self-Employed Tourism and Hospitality Personal Services Employment Totals
- 63. 0 0 Jobs -- Elem / HS Students 7 7 252 4 4 66 66 0 0 0 0 Single Family Housing Units Housing OccupiedUnits Multifamily Housing Units Mobile Homes Group Quarters - Civilian Group Quarters - Military Residential Total Population
- 64. Total Population 101 101 0 0- - Total Trips College Students Employed Residents Residential Person Trip Total (Person trips to or from this zone by people residing in the MGRA.) - - 32 ABM Person Types - Other TAZ Trips (TAZ: 3742) (Vehicle trips to and from this zone non-captured in resident and non-resident trip summaries.) Truck
- 65. Commercial Vehicle Trips (includes some truck trips) Non-resident Trips from Outside the San Diego Region Other Trip Totals 9 135 3 147 ACTIVITY / PERSON TRIP REPORT ABM Version: Scenario ID: Scenario Run Date: October 5, 2016 Scenario Year: MGRA: 13.3.0-SNAPSHOT 553 2020 2944 194 446TOTAL PERSON TRIPS Non-Resident Person Trip Total (Person trips to or from this zone by people residing outside the MGRA.) School Primary School Enrollment Secondary School Enrollment Total Enrollment 0 0 Students0
- 66. Students Students Higher Education Enrollment 0Students Lodging Total Hotel Rooms 0Rooms Hotel Rooms 0Rooms 3 Employment Agriculture Retail Amusement Services Wholesale and Warehousing Utilities Health Government (Federal, State, and Local) (Non-Education, Non- Military) Military Manufacturing Professional and Business Services Education Religious Construction Self-Employed Tourism and Hospitality Personal Services Employment Totals Jobs Jobs Jobs Jobs Jobs Jobs Jobs Jobs Jobs Jobs
- 68. 0 Single Family Housing Units Housing OccupiedUnits Multifamily Housing Units Mobile Homes Group Quarters - Civilian Group Quarters - Military Residential Total Population Total Population 101 101 0 0- - Total Trips College Students Employed Residents Residential Person Trip Total (Person trips to or from this zone by people residing in the MGRA.) - - 32 ABM Person Types - Other TAZ Trips (TAZ: 3742) (Vehicle trips to and from this zone non-captured in resident and non-resident trip summaries.) Truck Commercial Vehicle Trips (includes some truck trips) Non-resident Trips from Outside the San Diego Region Other Trip Totals
- 69. 9 135 3 147 ACTIVITY / PERSON TRIP REPORT ABM Version: Scenario ID: Scenario Run Date: October 5, 2016 Scenario Year: MGRA: 13.3.0-SNAPSHOT 553 2020 2944 Disclaimer: Reported person and vehicle trips are only estimates. The difference between estimated and loaded vehicle trips can be attributed to regional trip balancing, the mode choice model, and / or intrazonal trips. Source: San Diego Association of Governments Traffic Forecast, October 2011 Final 2050 Regional Transportation Plan San Diego Regional Traffic Forecast Information Center Trip Generation and Land Use by Zone - Year: 2020 Traffic Analysis Zone: 2,376 Land Use Code Description Type Amount Person Trips Vehicle Trips 101 SINGLE FAMILY du 2 20 15 2104 WAREHOUSING acre 0 0 0
- 70. 4112 RIGHT-OF-WAY acre 3.5 0 0 5007 STREETFRONT COMMERCIAL acre 5.2 6,251 4,521 5008 SERVICE STATION acre 1 3,929 2,869 5009 OTHER COMMERCIAL acre 0 0 0 6002 LOW RISE OFFICE acre 0.9 231 175 6105 FIRE OR POLICE STATION site 1 304 226 9101 INACTIVE USE acre 9.6 0 0 TOTAL 10,735 7,806 LOADED VEHICLE TRIPS 7,571 Disclaimer: Reported person and vehicle trips are only estimates. The difference between estimated and loaded vehicle trips can be attributed to regional trip balancing, the mode choice model, and / or intrazonal trips. Source: San Diego Association of Governments Traffic Forecast, October 2011 Final 2050 Regional Transportation Plan San Diego Regional Traffic Forecast Information Center Trip Generation and Land Use by Zone - Year: 2020 Traffic Analysis Zone: 2,376 Land Use CodeDescription TypeAmountPerson TripsVehicle Trips 101SINGLE FAMILY du22015 2104WAREHOUSING acre000 4112RIGHT-OF-WAY acre3.500 5007STREETFRONT COMMERCIAL acre5.26,2514,521 5008SERVICE STATION acre13,9292,869
- 71. 5009OTHER COMMERCIAL acre000 6002LOW RISE OFFICE acre0.9231175 6105FIRE OR POLICE STATION site1304226 9101INACTIVE USE acre9.600 TOTAL 10,7357,806 LOADED VEHICLE TRIPS 7,571 Scanned by CamScanner Scanned by CamScanner Transportation A- The scope of the work includes, but is not limited to, the following: · The engineering documents shall include: 1- Traffic analysis to calculate the demand for the project and to provide recommendations for parking requirements. 2- The traffic study will also be used for the design that will address the traffic improvement recommendations to support cost estimating and construction analysis. B- This project shall address the following disciplines as minimum requirements: - Transportation – Traffic Study to determine impact of development, recommended offsite improvements, and parking requirements.