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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:

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 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)

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’’	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.

- Required Minimum Number of Accessible Spaces :

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 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 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

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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

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

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

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 % 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 50.8 56.41 56.61 51.81 61.3 63.52 55.31 63.35 62.83 75.95 73.46 79.71 73.53 74.68 65.12 71.44 51.36 75.11

64 62.07

52.17 70.37 64.65 52.59 51.39 51.36 59.25 60.07 62.13 51.09 65.13 52.36 54.29 53.63 55.89 55.06 52.46 55.76 59.57 59.39 61.85 65.34 67.09 70.39 69.62 64.97 67.33 60.08 61.89

57 73.47 56.42 54.52

25 9.41 8.64 9.02 9.09 8.41 8.56 9.84 16.69 14.11 11.54 9.11 9.86 7.13 7.59 7.25 7.2 7.52 6.02 7.81 8.93 8.46 8.48 8.41 7.81 6.68 6.79 6.16 5.82 9.3 8.12 7.5 7.88

27.06 10.81 7.32 8.44 8.78

9 9.26 10.15 18.47 17.35 12.19 9.5 9.2 8.49 6.46 6.73 6.61 7.37 7.49 8.35 8.48 8.74 8.17 8.37 8.27 8.59 8.27 8.88 8.38 9.56 9.64 7.73 7.89

S S E W E E E E W W W W W W N N S S S E W W W W W W W W W S N W W

217 121 410 228 230 232 245 314 315 382 383 384 385 387 426 427 430 432 433 703 725 726 727 728 729 730 732 733 734 728 729 814 815

049 049 050 050 050 050 050 050 050 050 050 050 050 050 051 051 051 051 051 052 052 052 052 052 052 052 052 052 052 053 053 054 054

B B B A A A B A A B A B A O B A B A A B B A B A B A B O O A B A B

47.44 7.5

2.477 3.674 5.336 7.746 8.564 18.03 31.30 70.62 70.62 78.42 78.42 80.44 1.204 1.204 3.357 4.061 7.969 3.761 5.494 5.494 8.713 8.713 13.27 13.27 14.96 15.83 16.74 5.15 7.413 1.88 4.207

R R R R

SIE PLU YOL SAC SAC SAC ED ED ED ED ED ED ED ED SAC SAC SAC SAC SAC SD SD SD SD SD SD SD SD SD SD LAK LAK SD SD

16 16 15 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 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 SUN SUN SUN THU SUN SAT TUE THU TUE WED THU TUE WED FRI WED WED MON MON TUE FRI THU SAT MON TUE WED

JUL AUG JAN SEP FEB AUG OCT OCT AUG SEP NOV JUL SEP JAN APR OCT APR DEC JAN FEB DEC SEP JAN JUN FEB MAY AUG OCT OCT JUL JUL MAY FEB

S S E E W E E E W W W E W E N N S N N E E E E E E E E E E N N E E

13 17 16 16 16 16 15 14 14 13 14 15 15 16 13 13 15 16 17 15 15 15 15 16 16 15 17 15 16 16 15 16 16

SUN MON WED TUE THU THU FRI FRI SUN SUN SUN WED SAT SAT THU WED MON WED WED THU THU THU TUE WED TUE MON WED THU MON FRI FRI THU THU

JUL AUG FEB SEP OCT APR JAN AUG AUG JUL SEP JUL JUN JAN NOV OCT APR MAR MAR FEB MAR AUG NOV AUG FEB NOV MAR OCT MAR OCT FEB JUN JUN

49 62

6046 8851 8175 8423 3259 2123 1365 1176 1310 1506 1497 1016 7669 7187 6312 7804 5205 3859 6042 5670 6472 5898 5968 4058 4215 3235 3252 396 341 6687 6276

14.41 6.21 4.88 4.85 4.54 4.66 5.08 5.92 11.8 10.1 9.59 5.12 4.98 3.62 4.28 4.1 3.73 4.61 3.82 4.32 5.66 5.31 6.44 6.17 6.23 4.91 5.07 4.01 4.16 4.78 6.1 4.8 4.89

48 76

5857 8096 8121 8363 3521 2186 1327 1032 1085 1464 1501 1277 6472 6487 5866 6961 6077 4432 5599 6092 5507 5624 5516 4614 4630 4305 4052 452 396 6074 5517

14.12 7.61 4.73 4.44 4.51 4.62 5.48 6.1

11.48 8.86 7.94 4.98 4.99 4.55 3.61 3.7 3.47 4.11 4.46 4.96 5.24 5.71 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 03 03 03 03 03 03 03 03 03 03 03 03 03 03 03 11 11 11 11 11 11 11 11 11 11 01 01 11 11

ghanim almarri

CALTRANS TRAFFIC VOLUMES

10/27/2017

15PAGE #

LATEST TRAFFIC YEAR SELECTED

PEAK HOUR VOLUME DATA

11:17:51

OTM32420

RTECOPREPMCSLEGDirYR HRDAYMNTHDir HRDAYMNTH

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

50.8

56.41

56.61

51.81

61.3

63.52

55.31

63.35

62.83

75.95

73.46

79.71

73.53

74.68

65.12

71.44

51.36

75.11

62.07

52.17

70.37

64.65

52.59

51.39

51.36

59.25

60.07

62.13

51.09

65.13

52.36

54.29

53.63

55.89

55.06

52.46

55.76

59.57

59.39

61.85

65.34

67.09

70.39

69.62

64.97

67.33

60.08

61.89

73.47

56.42

54.52

9.41

8.64

9.02

9.09

8.41

8.56

9.84

16.69

14.11

11.54

9.11

9.86

7.13

7.59

7.25

7.2

7.52

6.02

7.81

8.93

8.46

8.48

8.41

7.81

6.68

6.79

6.16

5.82

9.3

8.12

7.5

7.88

27.06

10.81

7.32

8.44

8.78

9.26

10.15

18.47

17.35

12.19

9.5

9.2

8.49

6.46

6.73

6.61

7.37

7.49

8.35

8.48

8.74

8.17

8.37

8.27

8.59

8.27

8.88

8.38

9.56

9.64

7.73

7.89

217

121

410

228

230

232

245

314

315

382

383

384

385

387

426

427

430

432

433

703

725

726

727

728

729

730

732

733

734

728

729

814

815

049

050

051

052

053

054

47.44

7.5

2.477

3.674

5.336

7.746

8.564

18.03

31.30

70.62

78.42

80.44

1.204

3.357

4.061

7.969

3.761

5.494

8.713

13.27

14.96

15.83

16.74

5.15

7.413

1.88

4.207

SIE

PLU

YOL

SAC

LAK

SUN

TUE

THU

SAT

SUN

THU

SUN

SAT

TUE

THU

TUE

WED

THU

TUE

WED

FRI

WED

MON

TUE

FRI

THU

SAT

MON

TUE

WED

JUL

AUG

JAN

SEP

FEB

AUG

OCT

AUG

SEP

NOV

JUL

SEP

JAN

APR

OCT

APR

DEC

JAN

FEB

DEC

SEP

JAN

JUN

FEB

MAY

AUG

OCT

JUL

MAY

FEB

SUN

MON

WED

TUE

THU

FRI

SUN

WED

SAT

THU

WED

MON

WED

THU

TUE

WED

TUE

MON

WED

THU

MON

FRI

THU

JUL

AUG

FEB

SEP

OCT

APR

JAN

AUG

JUL

SEP

JUL

JUN

JAN

NOV

OCT

APR

MAR

FEB

MAR

AUG

NOV

AUG

FEB

NOV

MAR

OCT

MAR

OCT

FEB

JUN

6046

8851

8175

8423

3259

2123

1365

1176

1310

1506

1497

1016

7669

7187

6312

7804

5205

3859

6042

5670

6472

5898

5968

4058

4215

3235

3252

396

341

6687

6276

14.41

6.21

4.88

4.85

4.54

4.66

5.08

5.92

11.8

10.1

9.59

5.12

4.98

3.62

4.28

4.1

3.73

4.61

3.82

4.32

5.66

5.31

6.44

6.17

6.23

4.91

5.07

4.01

4.16

4.78

6.1

4.8

4.89

5857

8096

8121

8363

3521

2186

1327

1032

1085

1464

1501

1277

6472

6487

5866

6961

6077

4432

5599

6092

5507

5624

5516

4614

4630

4305

4052

452

396

6074

5517

14.12

7.61

4.73

4.44

4.51

4.62

5.48

6.1

11.48

8.86

7.94

4.98

4.99

4.55

3.61

3.7

3.47

4.11

4.46

4.96

5.24

5.71

5.48

5.89

5.76

5.58

5.57

5.34

5.18

5.45

7.08

4.36

4.3

AM PEAK

1 WAY

PHV

1 WAY

PHV

PM PEAK

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 Hotel Rooms 0 Rooms

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 Jobs Jobs Jobs Jobs Jobs Jobs Jobs

0 0 0 0 0 0

Transportation

0 0 3 0 0 0 0 0 0 0 0

Jobs

Elem / HS Students

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

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.)

- -

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

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

Students0

Students

Higher Education Enrollment 0Students

Lodging

Total Hotel Rooms 0Rooms

Hotel Rooms 0Rooms

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

Transportation

Jobs

Elem / HS

Students

252

6666

Single Family Housing Units

Housing

OccupiedUnits

Multifamily Housing Units

Mobile Homes

Group Quarters - Civilian

Group Quarters - Military

Residential

Total Population

Total

Population

101

Total

Trips

College

Students

Employed

Residents

Residential Person Trip Total (Person trips to or from this zone by people residing in the MGRA.)

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

135

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

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

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

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