STC Traffic, Inc.
5865 Avenida Encinas, Suite 142 B | Carlsbad, CA 92008
www.stctraffic.com
TIA and VMT Analysis Scoping Agreement Memorandum
Project: 2089 Ayala Drive, Rialto, CA
Date: April 6, 2021
To: Amir Dehbozorgi, Creative Development and Management, Inc.
From: David DiPierro, TE, Senior Principal Manager, STC Traffic, Inc.
STC has prepar ed this Scoping Agreement on behalf of Creative Development and Management, Inc to support the proposed fast-food drive thru project located at 2089 Ayala Drive, Rialto, California . This memorandum explains the proposed methodology for the Traffic Impact A nalysis (TIA) and Vehicle Miles Traveled (VMT) Analysis. A scoping agreement form has also been completed and is provided in Attachment A.
Project Description
The site is located on the south east corner of the Ayala Drive and Casamalia Street in the City of Rialto .
The proposed project is bound to the east by residential dwellings and to the south by Cactus Channel and SR-210 WB Ramp s. The Project Site Location and Study Area is shown in Attachment B. The project is located in the Renaissance Specific Plan Area of the city. The project will consist of a 2,400 sq ft fast food drive through restaurant. The proposed project driveway will be located approximately 24 0 feet from the Ayala Drive and Casmalia Street intersection. A project site plan is provided in Attachment C.
Study Area
The TIA will assess the following study intersections:
1. Ayala Drive and Casmalia Street
2. Project Driveway and Casmalia Street
3. Ayala Drive and SR-21 WB Ramps
4. Ayala Drive and SR-210 EB Ramps
Project Trip Generation
The Institute of Transportation Engineers (ITE) Trip Generation Manual 10th Edition was used to derive the following trip generation rates for the project. Table 1 shows the preliminary project trip generation based on the proposed fast-food restaurant with drive thru land use. A deduction for the existing single family dwelling unit has also been applied.
2089 Ayala Drive, Rialto, CA
Traffic Impact Study Scoping Agreement 2
Table 1 Preliminary Project Trip Rates and Trip Generation Land Use Sq ft / Qty Daily AM PM
Total In Out Total In Out
(ITE 934) Fast Food Restaurant with Drive Thru 1,000 470.95 40.19 51% 49% 32.67 52% 48% 2089 Ayala Drive - 2,400 sq ft 2,400 1,130 96 49 47 79 41 38 (ITE 210) Single Family Detached Housing 1 9.44 0.74 25% 75% 0.99 63% 37% Existing Land Use Deduction 1 -9 -1 0 -1 -1 -1 0
Preliminary Project Trip Generation 1,121 95 49 46 78 40 38 Project Trip Distribution and Assignment
The project trip distribution has been derived from the Rialto Center Draft Traffic Impact Study, May 2018 (David Evans and Associates) which had the following overall trip distribution:
• 40% North
• 25% South
• 15% East
• 20% West
Further detail is provided on Attachment D which shows specific turning movement proportions for the study intersections.
The project tri p generation shown in Table 1 will be applied to the distribution proportions shown in Attachment D, to derive the project trip assignment.
Pass-By Trip Reduction
For consistency with the Rialto Center traffic study a 20% trip reduction will be applied to project trips at the following study intersections:
1. Ayala Drive and Casmalia Street
2. Project Driveway and Casmalia Street
The pass -by trip a djustments for each movement will be shown in a separate figure. These will then be applied to the project trip assignment to derive a final project trip assignment which will also be shown in a separate figure.
Analysis Scenarios/ Conditions
The following scenarios/ conditions will be analyzed in the Traffic Impact Analysis. • Existing Conditions: Due to the impact of the COVID-19 pandemic on traffic volumes, historical traffic counts from April and May 2018 will be used and increased by 2% per year to derive Existing 2021 traffic volumes.
2089 Ayala Drive, Rialto, CA
Traffic Impact Study Scoping Agreement 3
• Project Completion: Existing 2021 traffic volumes will be increased by 2% per year t o derive the Opening Year traffic volumes. Opening Year is currently scheduled to be 2022. Project trips will then be added to the Opening Year volumes to derive the Project Completion or Opening Year Plus Project traffic volumes.
• Cumulative Conditions: The following cumulative project list shown in Table 2 on the next page, has been adapted from the Rialto Center traffic study by adding trips from that project itself to the top row. Please confirm which projects should be considered in this list - please specify if any proj ects should be removed and if others need to be added.
Table 2 Preliminary Cumulative Project List and Trip Generation Land Use Daily AM Peak Hour PM Peak Hour
In Out Total In Out Total
1 Rialto Center - Gas Station and Fast-Food 5,525 252 235 487 217 205 422 2 Golden Springs (630,000 SF) 3,761 249 67 316 84 254 337 3 I-210 Logistics III (742,314 SF) 4,430 295 79 374 99 299 398 4 CapRock II - Locust at Bohnert (609,000 SF) 2,782 189 49 238 64 190 254 5 Stater Bros Shopping Center 6,086 208 183 388 185 168 353 6 Shaw Development Warehouse (175,900 SF) 1,050 70 18 88 23 70 93 7 Lytle Creek SP (10% Capacity) 6,775 120 407 527 438 246 684 8 Emaar Enterprise Homes (20 DU) 191 4 11 15 13 7 20
9 B+B Plastics (150,270 SF) 963 64 17 81 22 64 86
10 Pusan Pipe Manufacturing (39,000 SF) 149 22 6 28 10 18 28 11 Rialto Walmart 14,189 338 290 628 601 593 1,194
12 Prologis (Locust at Stonehurst) (473,000 SF) 2,824 187 50 237 64 191 255 13 Prologis (Tamarind at Walnut) (384,000 SF) 2,292 152 39 191 52 154 206 14 Marketplace (100% Capacity) 17,781 302 166 468 662 820 1482 15 I-210 Logistics IV (412,560 SF) 2,462 105 28 133 35 106 141 16 I-210 Logistics V (203,639 SF) 1,197 79 22 101 27 81 108 17 Monster Energy (1,094,900 SF) 6,533 434 115 549 148 411 559 18 PA 108 Building 5 (614,848 SF) 4,252 364 55 419 292 370 662 19 PA 108 Building 6 (855,000 SF) 9,828 166 950 1116 950 57 1007 20 Warehouse(Casmalia at Linden) (428,208 SF) 746 56 17 73 22 59 81 21 Mix Use Development 6,231 266 238 504 227 201 428
22 Warehouse(Locust) (120,600 SF) 210 16 5 21 6 17 23
23 Renaissance Warehouse 2 (340,715 SF) 593 45 13 58 18 47 65 24 Warehouse 1 (Alder) (200,000 SF) 348 26 8 34 10 28 38 25 Warehouse 2 (Alder) (123,000 SF) 215 16 5 21 6 17 23 26 Renaissance Warehouse 3 (339,487 SF) 939 71 21 92 28 75 103 27 Hotel (Ayers) (135 Rooms) 1,129 38 26 64 41 40 81
28 Warehouse (Miro) (411,330 SF) 716 54 16 70 21 57 78
29 Gasoline Service Station (8 VFP) 1,377 42 41 83 56 57 113 30 Warehouse 333 268 36 304 31 205 236
31 Warehouse 827 62 9 71 9 64 73
32 Warehouse 1,497 101 30 131 25 109 134
33 Manufacturing Facility (Ayala at Miro) (58,000 SF) 288 36 5 41 5 32 37 34 Manufacturing (Basline) (101,000 SF) 501 62 9 71 8 56 64 35 Ayala Shopping Center 5,742 245 219 464 210 185 395
Source: Rialto Center Draft Traffic Impact Study (May 2018), David Evans and Associates, Inc.
2089 Ayala Drive, Rialto, CA
Traffic Impact Study Scoping Agreement 4
The cumulative project trip assignment will be derived from the Rialto Center Study.
Other Jurisdictions
A copy of the TIA will be submitted to Caltrans for comments.
VMT Analysis
It is unclear if the City have established guidelines for VMT Analysis. Wh at is the method required to determine if the project is screened out of a VMT Analysis ? According to San Bernardino Transportation Impact Study Guidelines (July, 2019) the SBCTA is leading a SB 743 Implementation Study which will further refine the methodology and will create tools to assist in VMT screening. Please advise.
It is a pleasure to provide this scoping agreement to the City of Rialto and we are happy to discuss our findings and recommendations further to support your review. Please feel free to contact either myself, or Phil Wragg ([email protected]) with any questions or comments.
Sincerely,
STC Traffic
David DiPierro, TE
Senior Principal Manager
Attachment A: Scoping Agreement Form
Attachment B: Project Site Location and Study Area
Attachment C: Project Site Plan
Attachment D: Preliminary Project Trip Distribution
Traffic Impact Analysis – Report Guidelines and Requirements Exhibit B
Scoping Agreement
Exhibit B
SCOPING AGREEMENT FOR TRAFFIC IMPACT ANALYSIS
This following form shall be used to acknowledge preliminary approval of the scope for the traffic impact analysis (TIA) of the following project . The TIA must follow the City of Rialto Traffic Impact Analysis – Report Guidelines and Requirements, adopted by the City Council on ________________.
City o
f Rialto
Traffic Impact Analysis
Scoping Agreement
Case No.
Related Cases -
SP No.
EIR No.
GPA No.
ZC No.
Project Name:
Project Address:
Project Description:
Consult ant Developer
Name:
Address:
Telephone:
Fax:
2089 Ayala Drive, Rialto, CA
Rialto Fast Food CUP
Fast Food Drive Thru
STC Traffic, Inc.
5865 Avenida Encinas, Suite B,
Carlsbad, CA 92008
(760) 602-4290
Creative Development & Management, Inc.
(951) 213-4377
(951) 216-6524
Attachment A - Scoping Agreement Form
Traffic Impac
t Analysis – Report Guidelines and Requirements
Exhibit B
Scoping Agreement
1. Trip Genera
tion Source:
Existing GP Land U
se Proposed Land Use
Current Zoning: Propos
ed Zoning:
Total Daily Project
Trips:
Current Trip Ge
neration Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Internal Trip A
llowance Yes No ( % Trip Discount)
Pass-By Trip All
owance Yes No ( % Trip Discount)
For appropriate land u
ses, a pass -by trip discount may be allowed not to exceed 25%.
Discount trips shall be indicated on a report figure for intersections and access locations.
% W
%
(Detailed exhibi
ts of trip distribution must be attached with Trucks as a separate exhibit)
3. Background Gro
wth Traffic
Project Comple
tion Year: Annual Background Growth Rate: %
Other Phase Years
Other area projects
to be considered:
(Contact Planning f
or Lists. Correlate projects to exhibit map and also indicate which projects have been included in study area forecasts for existing + background growth + project + cumulative) Model/Forecast met
hodology:
4. Study Intersect
ions: (NOTE: Subject to revision after other project s, trip generation and distribution are determined, or comments from other agencies received.)
1. 6.
2. 7.
3. 8.
4. 9.
5. 10.
Institute of Transportation Engineers Trip Generation Manual 10th Ed.
Single Family Home
Renaissance Specific Plan
Fast Food Drive Through
Renaissance Specific Plan
1,121
0.19 0.55 0.74
0.62 0.99
49 46 95
40 38 78
20 2. Trip Geographic Distribution: N % S % E 15 20
See attached
Attachment D
2022 2
Per Table 5-1 of Rialto Center Traffic Study (2018) +
Rialto Center Project Volumes. See Table 2 of SA Memo
Ayala Drive and Casmalia Street
Casmalia Street and Project Driveway
Ayala Drive and SR-210 WB Ramp
Ayala Drive and SR-210 EB Ramp
0.37 40 25
Tra
ffic Impact Analysis – Report Guidelines and Requirements Exhibit B
Scoping Agreement
5. Stu
dy Roadway Segments: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies received.)
1. 6.
2. 7.
3. 8.
4. 9.
5. 10.
6. Othe
r Jurisdictional Impacts
Is this project within any other Agency's Sphere of Influence or within one- mile of another jurisdictional boundary? Yes No
If s
o, name of Jurisdiction:
7. Sit
e Plan (please attach 11" x 17" legible copy)
8. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline) (to be filled out by the City of Rialto Public Works Department) (NOTE: If the traffic study states that "a traffic signal is warranted" (or "a traffic signal appears to be warranted," or similar statement) at an existing un- signalized intersection under existing conditions, 8 -hour approach traffic volume information must be submitted in addition to the peak hourly turning movement counts for that intersection.)
9. E
xisting Conditions
Traffic count data must be new or within one year. Provide traffic count dates if using other than new counts.
Date o
f counts:
NOTE
Fees are due and must be submitted with, or prior to submittal of this form. The City will not process the Scoping Agreement prior to the receipt of the processing fee.
Fees Paid: $ Date
Caltrans
See Attachment C
Pre-covid historical traffic counts from April & May 2018 will be used Traffic Impact Analysis – Report Guidelines and Requirements Exhibit B
Scoping Agreement
Recommended:
Scoping Agreement Submittal date
Scoping Agreement Resubmittal date
Applicant/Engineer Date
Land Use Concurrence:
Development Services Department Date
Approved by:
Public Works Department Date
NOTE:
The Applicant/Engineer acknowledges that the Scoping Agreement is intended to assist in the preparation of any required TIA. It is preliminary in nature and the City does not have sufficient data to determine the ultimate conditions that may be imposed for the project. It does not provide nor limit the requirements imposed on the Project but is intended only to provide initial input into the parameters for review of the traffic generated by the Project and the initial areas to be considered and studied.
Subsequent changes to scope of required analysis to be included in the TIA may be required by the Transportation Commission, Planning Commission, and/or the City Council upon Public Works Director/City Engineer review and approval.
Casmalia Street
Ayala Drive
2089 Ayala Drvie, Rialto
AƩachment B
Project Site LocaƟon and Study Area
LEGEND
210
X
Project Site
Unsignalized Intersection
Signalized Intersection
State Route
X
210
210
21 3
4 GRAPHIC SCALE
20 0 10 20 40
LEGAL DESCRIPTION
( IN FEET )
1 inch - 20 ft.
PARCEL 1 OF PARCEL MAP NO. 12745, IN THE COUNTY OF
5AN BERNARDINO, STA TE: OF CALIFORNIA, AS PER PLAT
RECORDED IN BOOK 144 OF PARCEL MAPS, PAGES 43 AND
44, RECORDS OF SAID COUNTY. EXCEPTING THEREFROM THE
LAND DESCRIBED IN GRANT DEED RECORDED AUGUST 29,
2002 AS INSTRUMENT NO. 2002-0452991 OF OFFICIAL
RECORDS.
TOTAL ACREAGE:
PARCEL 1: 0.73 ACRES (31,729 S.F.) GROSS
0.64 ACRES (27,885 S.F.) NET
NUMBER OF PARCELS:
EXISTING ZONING: RENAISSANCE SP, SP-AR
PROPOSED ZONING: RENAISSANCE SP, SP-AR
EXISTING LAND USE: SINGLE FAMIL y HOME
PROPOSED LAND USE: DRIVE THROUGH RESTAURANT
EXISTING LAND USE DESIGNATION SPECIFIC PLAN
PROPOSED LAND USE DESIGNATION SPECIFIC PLAN
METHOD OF SEWAGE DISPOSAL PUBLIC SEWER
UTIUTIES:
WATER - WEST VALLEY WATER DISTRICT 909-875-1322
P.O. BOX 920
RIAL TO, CALIFORNIA 92377
SEWER - CITY OF RIALTO
437 N. RIVERSIDE A VENUE
RIAL TO, CALIFORNIA 92376
GAS - SOUTHERN CALIFORNIA GAS 909-335-7955
1981 W. LUGONIA A VENUE
REDLANDS, CALIFORNIA 92394
ELECTRIC - SOUTHERN CALIFORNIA EDISON 909-329-9445
CHINO, CALIFORNIA 91710
TELEPHONE & CABLE - SPECTRUM 888-406-7063
140 WEST VALLEY SUITE A
RIAL TO, CALIFORNIA 92376
SCHOOL DISTRICT: RIALTO UNIFIED SCHOOL DISTRICT
ASSESSORS PARCEL NO.: 1133-591-07-o-ooo
SITE ADDRESS 2089 AYALA DRIVE,
RIAL TO, CA 92377
2010 THOMAS BROS. GUIDE: PAGE 575 E-4
PLOT PLAN PREPARED: NOVEMBER 24, 2020
OCCUPANCY: SEE TABLE
BUILDING LOT COVERAGE: 8.61%
SPECIFIC PLAN: RIALTO RENAISSANCE
DRAINAGE IMPROVEMENTS:
ALL PROPOSED DRAINAGE FACILITIES SHALL BE DESIGNATED
TO ACCOMMODATE: 100 YEAR STORM FLOWS.
TOPO SOURCE:
TOPO SOURCE: AERIAL TOPO BY AEROTE:CH MAPPING, INC.,
PREPARED NOVEMBER 28, 2020
SUBSIDENCE: THIS PROPERTY HAS MODERATE
SUSCEPTIBILITY TO SUBSIDENCE.
FEMA FLOODPLAIN:
THIS PROPERTY LIES WITHIN FEMA ZONE "X" (AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN; PANEL # 06071C7920H).
ESTIMATED EARTHWORK:
GENERAL NOTES:
1. ALL EXISTING STRUCTURES TO BE REMOVED.
2. EXISTING SEPTIC SYSTEM TO BE ABANDONED PER SAN
BERNARDINO COUNTY ENVIRONMENTAL HEAL TH DEPARTMENT
REQUIREMENTS.
BENCH t.1ARK: B.M, No,
DESCRIPTION:
VERTICAL CONTROL WAS ESTABLIS HED
PER BM-19-C-88, ELE VA TION 1466.75
NAV O 88 DATUM.
ELEVATION=
60 _I
14647
I
I
I I
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----:i:
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EX R/W
(NORTH)
EX. 6'
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EX. 6" CURB
ANO GUTTER
UNDERGROUND SERVICE ALERT
{ff:_�� CAL�TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK
Dense
Trees
'
l
EX R/W
(SOUTH)
PROP
R/W
50'
34'
EX AC.
PAVEMENT
2%
100'
50'
33'
32'
EX A.C.
PAVEMENT
2%
CASMALIA STREET
TYPICAL SECTION
N. T.S.
17'
6'
8'
PROP SIDE
'------WALK MIN. 1 / 4"
PER FT SLOPE EX. 6" CURB
ANO GUTTER
REVISIONS APPR. DATE
DESIGNED BY:�-- DRAWN BY:�-- CHECKED BY:. __
_
1469.4
\
__(
Dense .--c--
EX R/W
(WEST)
EX. 6'
SIDEWALK
,' De se
r, s
I
4.19%1
- -
VARIES
VARIES 56' - 61'
EX A.C.
PAVEMENT
2%
- - -- - -
.
- - -
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FS
--.,._ ADA ACCESS
60.17)FS
60.62)FS'"
111' -120'
VARIES 55'
VARIES
40' - 44'
EX A.C.
PAVEMENT
2%
-
TO TRASH
1459.6
1460.3
'
DO OD ObQ
- 59'
►
6'
EX R/W
(EAST)
EX. 6" CURB
ANO GUTTER
EXIST. SIDE
-------WALK MIN_ 1/4"
PER FT SLOPE
'II'
=
�
� % !ff KIRK R. MEDEIROS I c:: No. 86558
ii Exp. 3/31/21 :it-
,J14'.i': C/V\\. /$.
< OF CA\)fcl<'-½
AYALA A VENUE
TYPICAL SECTION
N. T.S.
PREPARED UNDER THE SUPERVISION OF:
KIRK R. MEDEIROS, PE 86558, EXP. 3 31 2021
EX. 6" CURB
ANO GUTTER
RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING:
CARLETON W. LOCKWOOD, JR., RCE 45935
APPROVED BY:
DATE
DATE
W BOHNERT AVE.
_,-r-PROJECT SITE
(J
De se
--'1iirees
1458.7
W CASMALIA ST.
=FOOTHILL FWY 21 0
W RENAISSANCE w
PKWY � :'S
EASTON
w z � � w RIALTO <(
0 AIRPORT w z z
...J ...J
z "'
z MIRO WAY
�
0 z
VICINITY MAP
2010 THOMAS GUIDE PG 575, E-4
SEC 27, TIN, R5W
LEGEND
1 - - - · · - · - · · 1...........
NOT TO SCALE
-P ROP PAVEMENT
- PROP CONCRETE
-EX PAVEMENT
- EX CONCRETE
- PROP DECORATIVE CONCRETE
- RELINQUISHED RIGHTS OF
INGRESS AND EGRESS
EX MINOR CONTOURS
-----1095-- EX MAJOR CONTOURS
-------
--- --s---
--- --w---
----<CJI-----
------1Q1----
--SD --SD
ABBREVIATIONS
PP ......... POWER POLE
FH ......... FIRE HYDRANT
ADD'L .... ADDITIONAL
PM ......... PARCEL MAP
PAD ....... PAD ELEVA T/ON
GB ......... GRADE BREAK
FF .......... FINISHED FLOOR ELEVATION
FS .......... FINISHED SURFACE
FL .......... FLOW LINE
C/L ....... CENTER LINE
R/W ....... RIGHT OF WAY
P/L ....... PROPERTY LINE
PROP ..... PROPOSED
EX .......... EXISTING
D/W ........ DRIVEWAY
PROP ........ PROPOSED
EXISTING FENCE
NEIGHBORING LOT LINES
RIGHT OF WAY/EASEMENT LINES
CENTERLINE
PROJECT PROPERTY LINE
EXISTING SANITARY SEWER LINE
EXISTING WA TE:R LINE
PROPOSED WATER SERVICE W/ METER
PROPOSED SEWER LA TE:RAL W/ CLEANOUT
PROPOSED STORM DRAIN
PROPOSED PARKING LOT LIGHT
PROPOSED FIRE HYDRANT
PROPOSED OIL/WATER SEPARATOR
PROPOSED CATCH BASIN
PROPOSED UNDERGROUND STORM DRAIN
OWNER:
ST
�
0:'S
...J
z
0/C ........ OFF CENTERLINE
WL ........... WATER LINE
SS ........... SAN/TA TION SEWER LINE
THE BRACAMONTE: FAMILY REVOCABLE TRUST,
ROSE BRACAMONTE: AS TRUSTEE
SO .......... STORM DRAIN
PP .......... EX POWER POLE
TBR ........ TO BE REMOVED/RELOCATED APPLICANT:
BVC ........ BEGIN VERTICAL CURVE CREATIVE DEVELOPMENT & MANAGEMENT, INC 4740 GREEN RIVER ROAD, #108
EASEMENT NOTES:
ABUTTERS RIGHTS OF INGRESS AND EGRESS TO AND FROM AYALA
A VENUE HA VE BEEN RELINQUISHED IN THE DOCUMENT RECORDED AUGUST 29, 2002, AS INSTRUMENT NO. 2002-0452991 OF OFFICIAL RECORDS.
4M ENGINEERING AND
DEVELOPMENT, INC.
41635 Enterprise Circle N. - Suite B
CORONA, CALIFORNIA 92880
ATTN. AMIR DEHBOZORGI 909-938-0979
A.DEHBOOCDM-INC.NET
ENGINEER/PREPARER: .
4M ENGINEERING AND DEVELOPMENT, INC
41635 ENTERPRISE CIRCLE N. - SUITE B
TEMECULA, CALIFORNIA 92593
ATTN. SHERRIE MUNROE 951-296-3466
[email protected]
CITY OF RIALTO
RIALTO FAST FOOD
CONDITIONAL USE PERMIT (CUP) OF
Temeculo, Colifomia 92590
TEL: (951) 296-3466 2089 AYALA DRIVE - RIALTO, CALIFORNIA 92377 KIRK R. MEDEIROS R.C.E. 86558 CREATIVE DEVELOPMENT & MANAGEMENT, INC PPD No. PLAN No. �
3:
...J ...J
3:
z
1 1 SHEETS
ATTACHMENT C - PROJECT SITE PLAN
Casmalia Street
Ayala Drive
2089 Ayala Drvie, Rialto
AƩachment D
Project Trip DistribuƟon
LEGEND
210
X
Project Site
Unsignalized Intersection
Signalized Intersection
State Route
X
XX% Inbound Distribution
Outbound Distribution
XX%
210
210
21 3
4 SR-210 EB Ramps
Ayala Drive
25%
25%
10%
4 Ayala Drive & SR-210 EB Ramps
SR-210 WB Ramps
Ayala Drive
35%
10%
25%
3 Ayala Drive & SR-210 WB Ramps
Casmalia Drive
Project Driveway
85%
15%
15%
85%
2 Casmalia Drive & Project Dwy
Casmalia Street
Ayala Drive
35%
40%
10%
35%
40%
10%
1 Ayala Drive & Casmalia Street
10%
25%
10%
40%
40%
15%
15%
25%
10%
10%