Agenda packet — Daly City City Council, June 26, 2023 (part 3 of 3)

City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 6 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023 location of the structure shall be approved by both the Planning Division and Republic Services prior to incorporation in the project plans that are submitted to the Building Division for permit issuance.

5. All rooftop mechanical equipment shall receive a high quality, architecturally compatible, roof screen if visible from the adjacent street or center parking lot, as determined necessary by the Planning Division.

6. All trash enclosures associated with the project shall be constructed from concrete reflecting the design element quality present on restaurant buildings, shall be covered with a roof, and receive anodized heavy-gauge metal doors painted to match/complement the design present in the retail buildings.

7. The applicant shall include signage for the new restaurant consistent with the Saint Francis Square Shopping Center Sign Program to be submitted and reviewed for approval under a separate sign use permit. The submittal and approval of the Sign Program by the City shall occur prior to occupancy of the new supermarket building. All signs, aside from major tenant signs and sign that the Planning Division deems re-usable shall be halo-illuminated only. All signs shall be in proportion to the surface upon which they are mounted.

8. Backflow preventers shall be concealed and/or screened from public view to the satisfaction of the Daly City Community and Economic Development Director prior to issuance of building permit.

B. ENGINEERING DIVISION

9. All improvements, including the on- and off-site improvements and all public service and utility facilities, shall be completed by the applicant, or shall be incorporated into a development agreement before issuance of a building permit.

10. All improvements shall be consistent with the plans approved by the City Engineer and the Conditions of Approval. All improvements shall meet the latest California Building Code, California Fire Code, Daly City Municipal Code, and the City Standards and Specifications.

11. Provide “will serve letters” from the City’s Water and Wastewater Department for water and sewer services and Pacific Gas and Electric Company (PG&E) for gas and electric services.

12. Concurrent with each demolition, grading and drainage permit submittal or as a part of the Improvement Plan package, the Applicant shall prepare a dust control plan. The plan shall conform to the City Standards and comply with the requirements of the Bay Area Air Quality Management District (BAAQMD) Best Management Practices for dust control. The Applicant shall post a publicly visible sign with the telephone number and person to contact

Page 292 of 387 ends

City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 7 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023 regarding dust complaints. The person shall respond and take corrective action within 48 hours.

13. The applicant and/or Contractor shall have a project sign with a 24-hour Project contact information for public concerns such as off-site tracking, dust control, noise complaints, ground shaking and any related construction activities. The complaints and responses shall be logged, and copies provided to the City Engineer with action status on a weekly basis.

14. Provide erosion and storm water pollution plan incorporating best management practices, including operation and maintenance provisions per the requirements applicable at the time of construction permit application. During the wet/rainy season (October 1 to April 30) the developer shall submit a revised erosion control plan as necessary (every five working days) or as required by the City Engineer and/or his representative.

15. All improvements shall be installed, inspected and approved by the City Engineer prior to issuance of occupancy permits. In addition, as-built record plans of all improvements shall be submitted in a form acceptable to the City Engineer prior to issuance of occupancy permits.

16. All utility services shall be provided through underground connections. There shall be no overhead drops. Said improvements shall conform to Daly City and affected Agency’s standards.

17. All plans shall be accompanied by all required calculations and studies including geotechnical and impact studies to justify design signed and sealed by a licensed professional engineer.

18. Grading and improvement plan review and approval by the City Engineer are required before any City permit is issued. The improvement plans shall include details for on-site and off-site improvements for vehicular and pedestrian access, parking, traffic signs and markings, utility service connections, modifications and extensions of the City’s sewer, storm drain, safety lighting, landscaping, and other public service facilities.

19. The applicant shall apply for a Site Improvement Permit through the Engineering Division for construction of on- and off-site improvements. Securities for all improvements (on-site and off-site), and applicable fees and charges, shall be submitted with any building permits.

The applicant shall obtain all required permits before commencing work.

20. Comply with the applicable requirements of the City’s General Condition of Approval:

Variances, Design Reviews, Planned Developments and Subdivisions, dated December 8, 1999.

Page 293 of 387 ends

City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 8 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023

21. City records show a 48” subdrain runs through the project site. If the 48” subdrain is encountered during construction, all construction activity must stop and the subdrain shall be inspected and protected in place to the satisfaction of the Engineering Division.

22. Prior to Building Permit approval, the applicant shall enter into a Landscape Maintenance Agreement in a form acceptable to the City Attorney to ensure the Property Owner will provide long-term maintenance of all street trees, landscaping, irrigation, and pedestrian- scale lighting installed in the public right-of-way. Design of planting and irrigation system shall minimize the extent of irrigation lines, controllers, and valves in the public right-of- way and shall be reviewed and approved by the City Engineer.

23. The applicant shall repair and/or replace additional areas of street pavement, sidewalk, curb, and gutter, streetlights, manhole, catch basins, or any other public infrastructure within the right-of-way damaged by construction activities associated with the project (utility installation, etc.) as required by the City Inspector during construction.

24. The limits of the curb gutter and sidewalk replacement will span the entire frontage of the proposed development to the nearest expansion joints or score lines.

25. Any modifications to the development plan that affect Republic Services’ ability to access the property shall be reviewed and approved by Republic Services. Provide “will serve” letter from Republic Services.

26. Parking stalls span across parcel lines and the proposed project anticipates sharing of parking for multiple uses across multiple lots, such that each lot may not contain the parking required for the same buildings located within the same lot. The applicant shall cause an instrument, to the satisfaction of the City, to be recorded on all project properties to ensure that parking is made available for all uses within the project limits, and such restriction shall remain for any successors in the event that each legal lot is sold off individually or otherwise portions of the project site are under different ownership. A lot line adjustment to merge all parcels together is preferred to carry out this condition.

27. Placement of any monument signs or other permanent fixtures shall be located out of the line of sight of motorists.

28. Install street trees along the project frontage within the Public Right of Way. Street tree spacing shall be per Daly City Standards and Details.

29. Any modification or replacement to the southern driveway along St. Francis Blvd. will require the new driveway to align with Campana Ave. and meet the City Standard driveway requirements outlined in Daly City Standard Detail S-3.

30. Grading exceeding 50 cubic yards shall require approval of plans and a grading permit. A licensed Civil Engineer shall prepare the grading plans and erosion control plan in conformance with a soil report prepared by a licensed soil engineer or qualified civil

Page 294 of 387 ends

City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 9 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023 engineer in compliance with the NPDES requirements prior to any development on the property.

31. Grading plans shall be reviewed by an independent qualified Consulting Engineer or Geologist as well as the City Engineer; a letter of compliance from the independent qualified Consulting Engineer or Geologist shall be provided to Engineering prior to the issuance of any permit. The Engineer and/or Geologist, of record, shall be present on-site during the excavation and grading phases of the project and shall submit a written certification that the project civil plans has been implemented as approved.

32. The applicant shall provide fail-safe conditions for catastrophic events such as 100-year storms, seismic events, system overflows or failures. Drainage swales shall be provided at the top, intermediate and bottom of slopes and embankments to prevent erosion and degradation of slopes. The project geotechnical report shall include appropriate recommendations regarding the protection of existing and proposed slopes.

33. A Geotechnical Report shall be prepared by a licensed geologist or soils engineer for any proposed retaining wall against the existing adjacent properties.

34. Curb ramps in and around the project site shall utilize the case types in the Caltrans Standard Plans.

35. For on-site retaining walls, indicate if any tiebacks will be used on the project. Tiebacks are not allowed to encroach into the City’s right-of-way. Plans should include property lines and adjacent utilities to identify any potential conflicts.

36. Drainage from the site to a public storm drain system or street shall not flow over any sidewalk. On site drainage retention shall be provided to limit the flow rate entering the City’s storm drain system to the pre-development rate. The retention facility shall accommodate the excess runoff from a storm of 10-year frequency and two-hour duration as defined in the 1990 Daly City Design Standards.

37. Include impervious and pervious areas for the pre- and post-development site conditions on the plans.

38. All stormwater retention, treatment system or other C.3 or LID improvements shall be located outside of the public right-of-way and maintained by the property owner.

39. All storm water connections and extensions shall be underground.

40. All new roof drainage shall be treated before being directed toward the public storm drain system.

41. Install pedestrian scale streetlight on the southwest corner of Southgate Avenue/El Dorado Drive. Streetlight to be maintained by the applicant through a landscape maintenance

Page 295 of 387 ends

City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 10 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023 agreement. Streetlight and luminaire models shall match those use on the Mission Street Streetscape Project.

42. The project’s electrical transformer(s) shall not be installed within public right-of-way.

C. BUILDING DEPARTMENT

43. Building Permit submittal plans for the restaurant and drive through will be reviewed upon building plan submittal after planning entitlements approved.

44. Hours of operation for all construction work associated with the subject project shall be 8:00 a.m. to 5:30 p.m., Monday through Friday. There will be no start-up of machines or equipment, no delivery of materials or equipment, and no cleaning or servicing of machines or equipment prior to 7:30 a.m. or after 6:00 p.m. Additionally, there will be no construction work, deliveries, and servicing of the machines and equipment between 6:00 p.m. and 7:30 a.m. and at any time during Saturdays, Sundays and Legal City Holidays. Exceptions to these time restrictions may be granted by the Building Official for one of the following reasons: (1) inclement weather affecting work, (2) emergency work, or (3) other work, if work and equipment will not create noise or conditions that may be unreasonably offensive to neighbors as to constitute a nuisance. The Building Official must be notified and approval given, in writing, in advance of said work.

D. DEPARTMENT OF WATER AND WASTEWATER RESOURCES

45. Water service shall be supplied by the private water system. A separate connection to the public water supply will not be permitted.

E. FIRE DEPARTMENT

46. Fire sprinkler system is required for new buildings. Submit plans to NCFA under separate fire permit.

47. For remodels or additional square footage – Sprinklers are required for existing building when the alteration, addition, or repair exceeds 50% of the building gross original area within any 5-year period, per DCMC.

48. Trash enclosures shall be provided with fire sprinkler protection, per DCMC.

49. Provide fire flow information per CFC, Appendix B.

50. Fire extinguishing/hood system required. Submit plans to NCFA under separate fire permit.

51. Monitored fire alarm system is required. Submit plans to NCFA under separate fire permit.

Page 296 of 387 ends

City Council Staff Report
Use Permit UPR-1-22-15498 and Design Review DR-7-22-15775Page 11 79 St. Francis Square – New Restaurant and Drive Through June 26, 2023

52. Knox Box is required for new/remodeled buildings. Apply for approved hardware at NCFA Administration.

53. Portable fire extinguishers(s) are required. Mount fire extinguishers 3-5 feet above floor.

54. Illuminated address identification is required.

F. POLICE DEPARTMENT

55. The developer shall install interior and exterior surveillance cameras for the Seafood Market and ensue that the new restaurant and new retail building tenants install surveillance cameras for the exterior of their space. Developer shall work with the developer to discuss installation of a license plate reader in the parking lot as an investigative tool for law enforcement to address any security concerns.

Recommendations
Staff recommends that the City Council approve the following recommendations:

1. Adopt the Findings as outlined herein;

2. Affirm the Environmental Assessment;

3. Approve Conditional Use Permit UPR-1-22-15498 and Design Review Permit DR-07-22- 015775, subject to the Conditions of Approved outlined herein.

Staff is available to provide any additional information desired by the Planning Commissioners.

Respectfully submitted,
Sam Fielding Tatum Mothershead
Associate Planner Director of Economic and Community
Development
Attachments
Attachment A – Site Location
Attachment B – Project Plans
Attachment C – Traffic Report
Attachment D – Bicycle and Pedestrian Advisory Committee (BPAC) Letter Attachment E – Melinda Hue Letter

Page 297 of 387 ends

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TRASHROOMELECTRICALROOM
RAMPDN.
30 CU YD
331.39TC331.11FL330.83TC330.76FL330.94TC330.50FL
351.74TDC351.72FL351.79FS350.66FS349.35FS347.85FS346.65FS345.88FS344.57FS343.78FS 342.69FS342.17FS
VAN
VAN
VAN

VAN VAN
DYH
EVEVEV
EV
EV

EVEVEVEVEV
DYH
DYH
33'-10"
19'-0"
63'-10"
SUPREME POT RESTAURANTGROUP A2

HAPPY KITCHEN GROUP BM & M MEDICAL SUPPLIES GROUP BABACUS REALTY GROUP B

WESTLAKEJEWELERS GROUP BVACANT GROUP BLECH GORESTAURANTGROUP B

SPEEDYQUEEN LAUNDRY GROUP BSPEEDYQUEEN LAUNDRY GROUP B

HAPAGRESTAURANT GROUP B

VALERIO'S TROPICALBAKESHOP RETAIL GROUP B

PINAY ANGEL RETAIL GROUP B
ST. FRANCIS DENTAL GROUP BTIDY CLEANERSRETAIL GROUP BTHE ELITE SALONRETAIL GROUP BJOHNNY AIR CARGORETAIL GROUP BKADOK'S RESTAURANTGROUP B

BURMA CAFE GROUP B

TC PASTRY GROUP B
11 23
28 31
30 30 30 8
18 7
20 7
7 5
5 4
8'-6"19'-0"
1 2
11 109
876543
R28'-0"
R28'-0" R12'-1"33'-10"
26'-0"
26'-0"
8'-6"19'-0"
19'-0"8'-6"19'-0"8'-6"
9'-0"19'-0"
19'-0"8'-6"
8'-6"19'-0"
16'-0"8'-6"
25'-4"
26'-2"
34'-7"22'-1"
26'-0"
26'-6"
19'-0"8'-6"26'-0"
19'-0"8'-6"26'-0"30'-0"(N) DRIVEWAY
26'-0"8'-6"19'-0"
5'-7"12'-1"12'-4"
26'-4"9'-2"
8'-6"19'-0"26'-0"
47'-6"
20'-0"
25'-5"35'-4"
23'-3"
24'-0"(N) DRIVEWAY
27'-3"18'-0"8'-6"
14'-6"23'-7"
26'-0"
26'-0"
26'-0"
12'-0"5'-0"
12'-0"
12'-0"
12'-0" 10'-6"
4'-6"
14'-3"
11'-5"
44'-5"(E) DRIVE APPROACHTO REMAIN
26'-0"
R52'-0"
R52'-0"
(E) 24'-4"
19'-8"
45'-3"
19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0"26'-0"19'-0"19'-0" 19'-0"19'-0"8'-6"
19'-0"19'-0"
26'-0"19'-0"
8'-6"
8'-6"19'-0"
19'-0"
16'-0"8'-6"28'-2"
(N) FLOOD LIGHTS UNDERSEPARATE PERMIT TYP.
(N) SITE PLAN
AS1.1 (N) SITE PLANSCALE81" = 30'-0"
GENERAL NOTES1.GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOADTRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS.2.THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS ANDCONDITIONS ARE EXISTING.3.VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLETHROUGHOUT CONSTRUCTION.4.CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS ANDTRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BEMAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVEDAND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.5.ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITYSTANDARD CONSTRUCTION SPECIFICATIONS.6.CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THEPUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BYTHE GENERAL PUBLIC.7.THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OFCONSTRUCTION TO FINAL INSPECTION.8.THE G.C. SHALL IMPLEMENT A BEST MANAGEMENT PRACTICE STORMWATER FOR ALLACTIVITIES PER LOCAL REQUIREMENTS.9.THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TOPERFORMING EXTERIOR WORK. CALL 811 BEFORE DIGGING.10.G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETESLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDECLEAR PATH OF TRAVEL, OR PER LOCAL ORDINANCES.11.SITE & PARKING ARE EXISTING TO REMAIN UNCHANGED.12.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDINGNUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT ISPLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY, CONTRASTING WITH THEIR BACKGROUND, PER LOCAL ORDINANCES.13.THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIESCONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS,WATER AND SEWER, CLEAN OUTS, ETC.14.GENERAL CONTRACTOR SHALL REDUCE CONSTRUCTION WASTE AS REQUIRED BYLOCAL REQUIREMENT.

SAINT FRANCIS BLVD

SOUTHGATE AVENUE
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F. (E) BUILDING 316956 S.F. (E) PROPERTY LINE (E) PROPERTY LINE
(E) LOT LINE(E) UTILITY AREAPROTECT IN PLACE(E) POLE &TRANSFORMER (E) STAIRS(N) RAMP
(E) DRIVE AISLE

SWITCHGEAR
(E) BUILDING 113,000 S.F.2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES 2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITEPARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL(PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES

BELHAVEN CT
(N) CL FENCE W/PIPE GUARD
BLDG. 1 (N) FACADERENOVATION AREAUNDER SEPARATE PERMIT
BLDG. 3 (N) FACADERENOVATION AREAUNDER SEPARATEPERMIT
(N) 6" CONCRETEPAD
(N) BUILDING 46,657 S.F.
(N) BUILDING 52,480 S.F.
(N) SHELL BLDG.
12022-06-07PLAN CHECK CORRECTION
1 1
1 APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED IN SUCH A POSITION ASTO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY. SAID NUMBERS SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS,AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED.(DCMC 15.08.120, DCMC 15.00.060) SITE ADDRESS NOTES1
PARKING REQUIRED 250 STALLS(PER TABLE 5 PARKING DEMAND STUDY BY HEXAGON TRANSPORTATIONCONSULTANTS INC.)PARKING PROVIDED:264 STALLS (INCLUDING 7 ACCESSIBLE STALLS)

PARKING SUMMARY
(N) SINGLE POLE TYPE5 "DL151437" UNDERSEPARATE PERMIT TYP. (N) FUTURE (4) EV & (5) EVCSSTALL UNDER SEPARATEPERMIT TYP.(N) ADDITIONAL FUTURE(3) EV STALL UNDERSEPARATE PERMIT TYP.

FIRE LANE REDCURBS BOTH SIDE

FIRE LANE REDCURBS BOTH SIDE
S H E E T N U M B E RA2418
Plotted: 3/13/2023 10:18 AM (kqais_amorarch) File: 04_a2418_as1.1_new site plan.dwg PROJECT NUMBER2022.04.26DATE

R E V I S I O N S

S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.

P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015

C O N S U L T A N T

S H E E T T I T L E
CCOPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

RNFOAOCFLIAI

LICENSEDARCHITECT
WILLIAA.AMORDATE8/31/2023MC - 24421RENEWAL
2 22022-08-09PLAN CHECK CORRECTION

INDICATES FIRE LANE PAINTED RED CURBS
LEGENDACCESSIBLE PATH OF TRAVELPATH OF TRAVEL NOTE:NO ABRUPT CHANGES OF ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE ANDCROSS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. 2 (E) ACCESSIBLE PATHOF TRAVEL FROMPUBLIC RIGHT OF WAY2 (N) ACCESSIBLE PATHOF TRAVEL
2 (N)TRASHENCLOSURE W/AUTOMATIC FIRESPRINKLER, WATERBIB & FLOOR DRAINPER DMC.SEE SHT.#AS2.0(N) HEIGHTCLEARANCE BAR (N) DRIVE THROUGHDIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/MENU BOARD(N) PREVIEWMENU BOARD(N) SPEAKER POST WITHDETECTOR LOOP

PICK UP POINT& PAY WINDOW

LOADING/UNLOADING RAMP
FUTURE CHARGINGSTATION PEDESTALCONNECT TO SEAFOODCITY PANEL TYP.

FUTURE EV PANELPROVIDE EMPTYCONDUIT CONNECTEDTO SEAFOOD BLDG.

FUTURE CHARGINGSTATION PEDESTAL
FUTURE EV.STATION PEDESTAL
(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0(N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N)TRASH ENCLOSURE W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0 (N) FIREHYDRANT

MODIFIED DRIVE AISLE
FUTURE CHARGING STATION PEDESTALCONNECT TO SEAFOOD CITY PANEL TYP.

PROPOSEDTRANSFORMERFOR 2 PADBUILDINGS
(N) FIREHYDRANT
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
TYP. UNLESSNOTED
(E) DRIVE AISLE
(E) RETAININGWALL TO REMAIN
(N) FUTURE LOCATION OF NEWTRANS CUT INTO HILL SIDE WITHCMU RETAINING WALL (N) FUTURE LOCATIONOF NEW TRANS
8AS1.2
8AS1.2SEE RETAIL SET

SEE DRIVE THRU SET
(E) RETAININGWALL TO REMAIN(E) RETAININGWALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)
2023-02-07 PLANNING CORRECTIONS

PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN

PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGNPROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN P.O.T. DIRECTIONAL SIGN12_POTs_DRCT_SIGN_011" = 1'-0"SCALE 1'-4"

FINISH SURFACE
SECURE SIGN(s) TO POSTw/ (2) - 3/8" DIA. BOLTS(TOP & BOTTOM)1'-4" 1'-0"DIA.5'-0" A.F.F.+6'-8" MIN. ATACCESSIBLE ROUTE3'-0"3" 3" SQUARE x 14 GA PUNCHEDTUBE POST w/ 3-1/4" x 36"GROUND MOUNT SLEEVE

CONCRETEFOOTING

CONCRETE TACK COAT PAVINGTO CONCRETE PERIMETER
(WHERE OCCURS)TWO SIGNSATTACHMENT DETAILPLAN VIEW

ONE SIGNATTACHMENT DETAILPLAN VIEW(WHERE OCCURS)PEDESTRIANACCESS ROUTE(WHERE OCCURS)PEDESTRIANACCESS ROUTE 4 4-
4-4-
PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN4-4-
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE(6) BICYCLERACK
(6) BICYCLERACK
(N) LIGHT POLE
(6) BICYCLERACK
(6) BICYCLERACK

ALL STORM WATER CONNECTIONS AND EXTENSIONS SHALL BE UNDERGROUNDELECTRICAL TRANSFORMER SHALL NOT BE INSTALLED WITHIN PUBLIC RIGHT-OF-WAYFIRE HYDRANT (N)TRASH COMPACTOR W/AUTOMATIC FIRE SPRINKLER,WATER BIB & FLOOR DRAINPER DMC. SEE SHT.#AS2.0

SIGHT LINE FOR MOTORISTS

Page 298 of 387 ends

Page 299 of 387 ends

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VAN VAN
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EVEVEV
EV
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EVEVEVEVEV
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33'-10"
19'-0"
63'-10"
SUPREME POT RESTAURANTGROUP A2

HAPPY KITCHEN GROUP BM & M MEDICAL SUPPLIES GROUP BABACUS REALTY GROUP B

WESTLAKEJEWELERS GROUP BVACANT GROUP BLECH GORESTAURANTGROUP B

SPEEDYQUEEN LAUNDRY GROUP BSPEEDYQUEEN LAUNDRY GROUP B

HAPAGRESTAURANT GROUP B

VALERIO'S TROPICALBAKESHOP RETAIL GROUP B

PINAY ANGEL RETAIL GROUP B
ST. FRANCIS DENTAL GROUP BTIDY CLEANERSRETAIL GROUP BTHE ELITE SALONRETAIL GROUP BJOHNNY AIR CARGORETAIL GROUP BKADOK'S RESTAURANTGROUP B

BURMA CAFE GROUP B

SAINT FRANCIS BLVD

PARKING SUMMARY
(N) SINGLE POLE TYPE5 "DL151437" UNDERSEPARATE PERMIT TYP. (N) FUTURE (4) EV & (5) EVCSSTALL UNDER SEPARATEPERMIT TYP.(N) ADDITIONAL FUTURE(3) EV STALL UNDERSEPARATE PERMIT TYP.

FIRE LANE REDCURBS BOTH SIDE

FIRE LANE REDCURBS BOTH SIDE
S H E E T N U M B E RA2418
Plotted: 3/13/2023 10:18 AM (kqais_amorarch) File: 04_a2418_as1.1_new site plan.dwg PROJECT NUMBER2022.04.26DATE

R E V I S I O N S

S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.

P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015

C O N S U L T A N T

RNFOAOCFLIAI

LICENSEDARCHITECT
WILLIAA.AMORDATE8/31/2023MC - 24421RENEWAL
2 22022-08-09PLAN CHECK CORRECTION

PICK UP POINT& PAY WINDOW

LOADING/UNLOADING RAMP
FUTURE CHARGINGSTATION PEDESTALCONNECT TO SEAFOODCITY PANEL TYP.

FUTURE EV PANELPROVIDE EMPTYCONDUIT CONNECTEDTO SEAFOOD BLDG.

MODIFIED DRIVE AISLE
FUTURE CHARGING STATION PEDESTALCONNECT TO SEAFOOD CITY PANEL TYP.

SEE DRIVE THRU SET
(E) RETAININGWALL TO REMAIN(E) RETAININGWALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)
2023-02-07 PLANNING CORRECTIONS

PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN

PROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGNPROVIDE (N) POST ANDACCESSIBLE DIRECTIONAL SIGN P.O.T. DIRECTIONAL SIGN12_POTs_DRCT_SIGN_011" = 1'-0"SCALE 1'-4"

CONCRETEFOOTING

CONCRETE TACK COAT PAVINGTO CONCRETE PERIMETER
(WHERE OCCURS)TWO SIGNSATTACHMENT DETAILPLAN VIEW

SIGHT LINE FOR MOTORISTS

Page 300 of 387 ends

D
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H
38'-11"
55'-4"
26'-0"
11 GW
GW
SS
SS
SS
SS
SS
W
W
W
26'-0"
(N) ENLARGED SITE PLAN
AS1.2
(N) ENLARGED SITE PLAN
SCALE
8 1" = 30'-0"

GENERAL NOTES

1. GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOAD TRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS.

2. THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS AND CONDITIONS ARE EXISTING.

3. VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION.

4. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND TRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.

5. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITY STANDARD CONSTRUCTION SPECIFICATIONS.

6. CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THE

PUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BY THE GENERAL PUBLIC.

7. THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OF CONSTRUCTION TO FINAL INSPECTION.

8. THE G.C. SHALL IMPLEMENT A BEST MANAGEMENT PRACTICE STORMWATER FOR ALL ACTIVITIES PER LOCAL REQUIREMENTS.

9. THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO PERFORMING EXTERIOR WORK. CALL 811 BEFORE DIGGING.

10. G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETE SLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDE CLEAR PATH OF TRAVEL, OR PER LOCAL ORDINANCES.

11. SITE & PARKING ARE EXISTING TO REMAIN UNCHANGED.

12. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING

NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS

PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, CONTRASTING WITH THEIR BACKGROUND, PER LOCAL ORDINANCES.

13. THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIES CONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS,
WATER AND SEWER, CLEAN OUTS, ETC.

14. GENERAL CONTRACTOR SHALL REDUCE CONSTRUCTION WASTE AS REQUIRED BY LOCAL REQUIREMENT.

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DRIVE AISLE
2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITE

PARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL (PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES
2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2), MODIFICATIONS TO (E) ON-SITE

PARKING AND (N) PATH OF TRAVEL IMPROVEMENTS UNDER SEPARATE SUBMITTAL (PHASE 1a), SEE TITLE SHEET FOR PROJECT PHASES
(N) DARK SHELL
BUILDING 5
2,480 S.F.
"CHOWKING
DRIVE-THRU"

APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED IN SUCH A POSITION AS

TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED. (DCMC 15.08.120, DCMC 15.00.060)

SITE ADDRESS NOTES

PARKING REQUIRED
250 STALLS
(PER TABLE 5 PARKING DEMAND STUDY BY HEXAGON TRANSPORTATION CONSULTANTS INC.)
PARKING PROVIDED:
265 STALLS (INCLUDING 7 ACCESSIBLE STALLS)

PARKING SUMMARY
(N) SINGLE POLE TYPE
5 "DL151437" UNDER
SEPARATE PERMIT TYP.

LEGEND

ACCESSIBLE PATH OF TRAVEL
PATH OF TRAVEL NOTE:

NO ABRUPT CHANGES OF ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY.

S H E E T N U M B E R
A2418
Plotted:
1/3/2023 3:16 PM
(
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) File:
07_a2418_as1.2_engld site plan.dwg

PROJECT NUMBER
2022.7.14
DATE

R E V I S I O N S

S T A M P
DARK SHELL BLDG. #5

P R O J E C T

L O C A T I O N
ST. FRANCIS BLVD. AND SOUTHGATE AVE.

DALY CITY, CA 94015

S H E E T T I T L E
C
COPYRIGHT 2022 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

C O N S U L T A N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com

WEST COAST
|

CENTRAL
|

EAST COAST

C L I E N T

CHOWKING DRIVE-THRU RESTURAUNT

SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL

OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.

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RENEWAL

DRIVE AISLE
(E) LOT LINE
(N) VAN - ACCESSIBLE

PARKING

INSTALL WATER TO

BUILDING PER CIVIL

INSTALL SANITARY

SWER (SS) TO BUILDING

PER CIVIL

PRE-CAST GREASE

INTERCEPTOR PER
CIVIL DWG.

PARKING STALLS

LANDSCAPE
AREA
(E) ACCESSIBLE PATH

OF TRAVEL FROM

PUBLIC RIGHT OF WAY

ACCESSIBLE PATH OF
TRAVEL

INTERIOR IMPROVEMENT

UNDER SEPARATE PERMIT

PICK UP POINT
& PAY WINDOW
(N) DRIVE THRU

ORDER/ MENU BOARD
(N) SPEAKER POST WITH

DETECTOR LOOP
TYP. UNLESS NOTED
TYP. UNLESS NOTED
(N)TRASH

ENCLOSURE W/

AUTOMATIC FIRE

SPRINKLER, WATER

BIB & FLOOR DRAIN
PER DMC.

SEE SHT.#AS2.0
(N) HEIGHT

CLEARANCE BAR
(N) PREVIEW

MENU BOARD
(N) FIRE

HYDRANT

Page 301 of 387 ends

3 A4.1
12 A4.1
10 A4.1
8 A4.1
6 A5.1
B
TYP.
1 101
101
E
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5 3
1 5
4 2
1 B
D
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ELECTRICALSWITCHGEARROOM
102
103
104
105
106
107
104
103
102
3 TYP.
4 4
4 2
TYP.
2 TYP.
7'-2"
10'-4"
16'-6"
34'-0"
4'-0"
13'-8"
11'-10"
3'-0"
8'-0"
3'-0"
26'-0"
13'-0"
1'-6"
3'-0"
82'-6"
4'-7"
3'-10"
14'-3"
3'-10"
9'-0"
25'-0"
1'-6"
1'-6"
4'-7"
14'-0"
4'-7"
52'-8"
7'-11"
74'-4"
1'-6"
82'-6"
1'-6"
4'-1"
A5.1
A
RISERRM
105
6 30 "x 36"ROO F HATCHLOCA TI ON
5 GENERALNOTES
FLOORPLANAND
A1.1
8 SCALE
1/4"=1'-0"
FLOORPLAN
N
2x6EXTERIORWALLASSEMBLYSEESTRUCTURALDWG.

WALLTYPES
REFERTOSHEETA7.3FORPARTITIONTYPES
ALLINTERIORWILLBESUBMITTED
ASSEPARATEPERMITAPPLICATION
BYTENANTARCHITECT
(N.I.C.)
SHEETNUMBER
A2418
Plotted:
12/1/20225:04PM
(
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)File:
11_a2418_a1.1_floorplan.dwg
PROJECTNUMBER
2022.7.14
DATE
REVISIONS
STAMP
DARKSHELLBLDG.#5
PROJECT
LOCATION
ST.FRANCISBLVD.ANDSOUTHGATEAVE.

DALYCITY,CA94015
SHEETTITLE
C
COPYRIGHT2022-DESIGNS,DRAWINGSANDSPECIFICATIONSAREINSTRUMENTSOFSERVICEANDARETHEPROPERTYOFTHEDESIGNPROFESSIONAL.REPRODUCTIONPROHIBITEDWITHOUTTHEEXPRESSEDWRITTENCONSENTOFTHEDESIGNPROFESSIONAL.

CONSULTANT
9431HAVENAVENUE,SUITE212
RANCHOCUCAMONGA,CA91730
P.909.259.9971|F.909.944.8409
www.AmorArch.com
WESTCOAST
|
CENTRAL
|
EASTCOAST
CLIENT
CHOWKINGDRIVE-THRURESTURAUNT
SHEETSBEARINGTHISSEALANDWETSIGNATURE
AREAUTHENTICATED.RESPONSIBILITYFORALL
OLDERPLANS,SPECIFICATIONSORINSTRUMENTS
AREDISCLAIMED.

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M
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RENEWAL
FLOORPLANNOTES

1. ALLDRAINLINES,CONDUITS,ETC.ARETOBECONCEALEDWHEREPOSSIBLE, OTHERWISE,THEYMUSTBEAMINIMUMOF6"OFFTHEFLOORANDNOTRUNACROSS AISLESPACE.

2. THEENTRANCETOTHEBUILDINGSHALLBEIDENTIFIEDWITHTHEINTERNATIONAL SYSMBOLOFACCESSIBILITYINWHITEONABLUEBACKGROUND,3"SQ.MIN.MOUNT SIGNONGLASSATDOORS.

3. THETOPOFOUTLETBOXOPERATINGHANDLEOFCONTROLSANDSWITCHES INTENDEDTOBEUSEDBYOCCUPANTOFTHEROOMORAREATOCONTROLLIGHTING ANDRECEPTACLEOUTLETS,APPLIANCES,ORCOOLING,HEATINGANDVENTILATING EQUIPMENTSHALLNOTBEMORETHAN48"ABOVETHEFLOORORWORKING PLATFORM.CBC11B-308.1

4. SEALAROUNDALLPIPESTHRUEXTERIORWALLS.

5. THECONTRACTORSHALLCOORDIANTEUTILITIESSOTHATNOCONDUITSOR PLUMBINGLINESAREAMOUNTEDTOWALLSINPREPAREAS.

6. PROVIDEWOODBACKINGFORALLSINKSANDFIXTURES.

7. EXITDOORSSHALLBEOPENABLEFROMTHEINSIDEWITHOUTTHEUSEOFAKEYOR ANYSPECIALKNOWLEDGE(UBC1003.31.8)

10.THERISERROOMISTHESTORAGEAREAWHERETHEFIRESPRINKLERSYSTEMIS LOCATED.CONTAINSPRIMARYWATERINPUTTOTHEOVERHEADFIRESPRINKLER SYSTEM.

KEYNOTES
2 T1.3
1 2
3 4
TEMPEREDGLAZINGATALLSTOREFRONTWINDOWS
INSTALLACCESSIBLESIGNAGEATENTRY
OUTLINEOFEXTERIORSOFFITABOVE
4X4TUBESTEELTRELLIS
5 30"x36"ROOFHATCHLOCATIONABOVE
METALSTUDINTERIORWALLS(N.I.C.)ALLINTERIOR
UNDERSEPARATEPERMITAPPLICATION

Page 302 of 387 ends

Page 303 of 387 ends

E
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5 3
1 SLOPE
SLOPE
1/4" MIN. PER FT.

SLOPE
1/4" MIN. PER FT.

SLOPE
SLOPE
SLOPE
T.O. PARAPET
+22'-0"
T.O. PARAPET
+22'-0"
T.O. PARAPET
+18'-0"
T.O. PARAPET
+18'-0"
T.O. PARAPET
+15'-6"
T.O. PARAPET
+15'-6"
T.O. PARAPET
+18'-0"
T.O. PARAPET
+22'-0"
2 TYP.

SLOPE
1/4" MIN. PER FT.
2 TYP.
2 TYP.
2 TYP.
1 TYP.
3 TYP.
3 TYP.
4 5
TYP.
5 TYP.
6 7
2 5
4 1
B
D
E
A
T.O. PARAPET
+18'-0"

ROOF PLAN
A3.1

LINE OF WALL BELOW

METAL CANOPY - SEE EXTERIOR ELEVATIONS AND DETAIL
1 2
3 4
5 6
7 ROOF DRAIN AND OVERFLOW
30" x 36" ROOF HATCH LOCATION
A7.2
2 A7.1
15 TAPERED INSULATION CRICKET
A7.1
14 PACKAGE RTU (ROOF TOP UNIT) LOCATIONS.

ONLY CURB UNIT INSTALLATION UNDER SEPARATE PERMIT

ADHERED PVC MEMBRANE ROOFING SYSTEM SHALL BE 'CARLISLE' - CLASS 'A' FIRE RATING (WHITE AND TAN PVC MEMBRANE ARE TITLE-24 COMPLIANT)
A BASE LAYER OF 2.9" CARLISLE HPH INSULATION LOOSE LAID, .5" SECURSHIELD HD COVER BOARD MECHANICALLY FASTENED INTO THE WOOD DECK WITH #12 INSULFAST SCREWS PER MANUFACTURERE'S REQUIREMENTS .60 MIL CARLISLE SURE-FLEX POLYESTER REINFORCED PVC ADHERED WITH HYDROBOND.

PVC MEMBRANE TO MEET ASTM4434 TYPE IV.

ROOF NOTES
A7.1
9 N
8 SCALE
1/4" = 1'-0"

ROOF PLAN

KEY NOTES

SINGLE-PLY ROOFING SYSTEM WITH RIGID INSULATION OVER ROOF SHEATHING PER MANUFACTURE RECOMMENDATIONS. - SLOPE 1/4" PER FOOT MINIMUM

S H E E T N U M B E R
A2418
Plotted:
12/1/2022 5:04 PM
(
#####
) File:
12_a2418_a3.1_roof plan.dwg

PROJECT NUMBER
2022.7.14
DATE

R E V I S I O N S

S T A M P
DARK SHELL BLDG. #5

P R O J E C T

L O C A T I O N
ST. FRANCIS BLVD. AND SOUTHGATE AVE.

DALY CITY, CA 94015

C O N S U L T A N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com

WEST COAST
|

CENTRAL
|

EAST COAST

C L I E N T

CHOWKING DRIVE-THRU RESTURAUNT

SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL

OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.

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M
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RENEWAL

Page 304 of 387 ends

COLOR / MATERIAL BOARDA.1.2
PAINT: GUILD GREYSW- 9561PT-1
9431 HAVEN AVE, SUITE 212RANCHO CUCAMONGA, CA 91730909.259.9971 TEL.909.944.8409 FAX.www.AmorArch.com2023.03.30C 2021 AMOR ARCHITECTURAL CORPORATION - All Rights Reserved This plan and concept drawings are property of AMOR ARCHITECTURALCORPORATION. This drawing is loaned without other consideration than theagreement and condition that it is not to be reproduced, copied, or otherwisedisposed of, directly or indirectly, and is not to be used in whole or in part toassist in making or to furnish any information for the making of drawings,prints, apparatus or parts thereof. The acceptance of this drawing will beconstrued as an acceptance of the foregoing conditions and as an admissionof the exclusive ownership of the plan and concept drawings of AMORARCHITECTURAL CORPORATION. This is a conceptual plan only and issubject to changes. AMOR ARCHITECTURAL CORPORATION makes nowarranty nor representation to its accuracy.

CHOWKING DRIVE THRU BLDG.#5
119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015A2418 M A R K E T P L A C E PT-3
ALUMINUMSTOREFRONT"CLEAR ANODIZED"GL-1
PAINT: FIREWEEDSW-6328PT-2PAINT: ARMORYSW-9600
MT-2CORRUGATED METAL [M-2]PAINT: ARMORYSW-9600
PT-4PAINT: LIVEABLE GREENSW-6176
WD-1EL DORADO STONE: CUTCOARSE STONE - SEASHELL
WD-2CEDAR BOARD ANDBATTEN SIDINGPT-2 PT-3

Page 305 of 387 ends

SCALE10 EXTERIOR ELEVATION - EASTSCALE
11 EXTERIOR ELEVATION - NORTH
SCALE33/16" = 1'-0"EXTERIOR ELEVATION - SOUTHSCALE
2 EXTERIOR ELEVATION - WEST (FACING GRAND AVENUE)
3/16" = 1'-0" 3/16" = 1'-0"
3/16" = 1'-0"
MT-2
1 1TYP.PT-1PT-3WD-2PT-2PT-1SG-1PT-3PT-1WD-2PT-2PT-4PT-3 TR-1WD-1WD-1 GL-1GL-1
3'-6"5'-6"
PT-1
245
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
WINDOW SILL+3'-6"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6" PT-1PT-4WD-2PT-2WD-2PT-2SG-1 GL-1WD-1PT-1
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
B.O. CANOPY+9'-0"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
WD-2PT-2PT-1SG-1PT-1PT-3MT-2PT-3CP-1
WD-1GL-1TR-1 PT-1WD-1
MT-1
9'-10"
4'-0"
3'-6"
531 2
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6"
B.O. CANOPY+9'-0"
T.O. PARAPET+15'-6"
MT-1
MT-2PT-3 PT-1PT-3PT-1
WD-1WD-1
CP-1
MT-2
PT-3
CP-1
CP-1 CP-1 CP-1 CP-1

GENERAL NOTES

GENERAL NOTESEXTERIOR ELEVATIONS
A4.1
PROVIDE BLOCKING AS REQUIRED FOR ALL INSTALLATION OFSIGNAGE, TYP.12G.C. TO SUPPLY PAINT SAMPLES FOR APPROVAL PRIOR TO PAINTINGKNOX BOX MOUNTED 4'-0" TO 6'-0" A.F.F. MODEL #3200 RECESSED WITHHINGED DOOR AND TAMPER SWITCH TIED INTO THE BUILDINGS FIREALARM AND/OR SECURITY ALARM SYSTEM.3 S H E E T N U M B E RA2418
Plotted: 2/15/2023 9:25 AM (#####) File: 14_a2418_a4.1_exterior elevs_recover.dwgPROJECT NUMBER2023.2.14DATE

R E V I S I O N S
S T A M PDARK SHELL BLDG. #5P R O J E C TL O C A T I O NST. FRANCIS BLVD. AND SOUTHGATE AVE.DALY CITY, CA 94015S H E E T T I T L E CCOPYRIGHT 2022 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

C O N S U L T A N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COASTC L I E N T

CHOWKING DRIVE-THRU RESTURAUNT
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.TESTA

RNFOAOCFLIAI

LICENSEDARCHITECT
WILLIAA.AMORDATE8/31/2023MC - 24421RENEWAL

LEGEND - EXTERIOR FINISHES

SIGNAGE

SIGNAGE
MT-21TYP.PT-1PT-3WD-2PT-2PT-1SG-1PT-3PT-1WD-2PT-2PT-4PT-3 TR-1WD-1WD-1 GL-1GL-1
3'-6"5'-6"
PT-1
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
WINDOW SILL+3'-6"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6" PT-1PT-4WD-2PT-2WD-2PT-2SG-1 GL-1WD-1PT-1
T.O. PARAPET+15'-6"
FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"
B.O. CANOPY+9'-0"
T.O. PARAPET+22'-6"
B.O. SOFFIT+10'-0"
WD-2PT-2PT-1SG-1PT-1PT-3MT-2PT-3CP-1
WD-1GL-1TR-1 PT-1WD-1
MT-1
9'-10"
4'-0"
3'-6"FINISH FLOOR0'-0"
T.O. PARAPET+18'-0"T.O. PARAPET+22'-6"
B.O. CANOPY+9'-0"
T.O. PARAPET+15'-6"
MT-1
MT-2PT-3 PT-1PT-3PT-1
WD-1WD-1
CP-1
MT-2
PT-3
CP-1
CP-1 CP-1 CP-1 CP-1
WD-1MT-2MT-1
TR-1
LT-1GL-1
WN-1
CP-1
PT-1
SF-1
CORRUGATED METAL [M-2]FACTORY FINISH COLOR: DARK JAVA
4X4 TUBE STEEL TRELLIS
SAFETY LIGHT FIXTURE (WESLY 1 LIGHT LED OUTDOOR 49278AZTLED)METAL TRIM [M-1] - PAINT: DARK JAVAALUMINUM STOREFRONT SYSTEM - CLEAR ANODIZED DRIVE-THRU WINDOW SYSTEMDRIVE THRU SHELFSG-1

EL DORADO STONE - CUT COARSE STONE - SEASHELL
EXTERIOR SIGNAGE _ UNDER SEPARATE PERMIT
(N) 3/4" HORIZONTAL / VERTICAL REVEALRV-1
PAINT- COLOR: SHERWIN WILLIAMS 9561 - GUILD GREYWD-2CEDAR BOARD AND BATTEN SIDINGPT-2PAINT- COLOR: SHERWIN WILLIAMS 6328 - FIREWEEDPT-3PAINT- COLOR: SHERWIN WILLIAMS 9600 - ARMORY METAL CANOPY (C-CHANNEL FRAME) w/ RECESSED LED LIGHTSCOLOR: SHERWIN WILLIAMS 6993 - BLACK OF NIGHT PT-4PAINT- COLOR: SHERWIN WILLIAMS 6176 - LIVEABLE GREEN

Page 306 of 387 ends

TRASH ENCLOSURE DETAILS
AS2.0
4 1
2022-06-07

PLAN CHECK CORRECTION

S H E E T N U M B E R
A2418
Plotted:
12/9/2022 10:23 AM
(
#######
) File:
04_a2418_as2.0_trash enclosure dtl.dwg

PROJECT NUMBER
2022.04.26
DATE

R E V I S I O N S

S T A M P

SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL

OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.

P R O J E C T

L O C A T I O N
119 SAINT FRANCIS BLVD.
1420 SOUTHGATE AVENUE
DALY CITY, CA 94015

C O N S U L T A N T

S H E E T T I T L E
C
COPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

C L I E N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com

WEST COAST
|

CENTRAL
|

EAST COAST

SEAFOOD CITY GROUP OF

COMPANIES
2883 SURVEYOR STREET,
POMONA, CA 91768

LAURENCE TANG
[email protected]
(N) DARK SHELL BUILDING
T
E
S
T
A
R
N
F
O
A
O
C
F
L
I
A
I
L
I
C
E
N
S
E
D
A
R
C
H
I
T
E
C
T
W
I
L
L
I
A
A
.

A
M
O
R
DATE
8/31/2023
M
C - 24421

RENEWAL
2 2022-08-09

PLAN CHECK CORRECTION
1/4" = 1'-0"
SCALE

TRASH ENCLOSURE DETAILS
8"X8"X16" CONCRETE BLOCK WALL +6'-0" HIGH FREE-STANDING, PAINT: TO MODULAR BUILDING
4" DIA. STEEL POST. PAINT w/ (2) COATS ZINC PRIMER & (2) COATS SATIN FINISH. PAINT TO MATCH MODULAR BUILDING
RECYCLE BIN - 3 CUBIC YARDS
TRASH BIN - 3 CUBIC YARDS
ATTACH GATE TO GALVANIZED POST WITH (3) HEAVY DUTY GATE HINGES.

FORK LATCH WITH LOCKING CAPABILITY
ENCLOSURE GATE: 5/8" O.C. GALVPIPE WELDED FRAME WITH
2" X 2" X 9 GA. VINYL COATED CHAIN LINK
POST BAND AT 14" O.C., TYP.
9 GA. TIE-WIRE TOP AND BOTTOM, TYP,

6" MIN. THICK CONCRETE APRON IN FRONT OF ENCLOSURE.

CONCRETE SLAB PER STRUCTURAL.

HOSE BIB WITH BACKFLOW PREVENTER

FLOOR DRAIN CONNECTED TO SITE DRAIN
CORRUGATED METAL ROOF DECK: BERRIDGE STRAIGHT S-DECK.

SEE STRUCTURAL PLANS FOR ATTACHMENT DETAILS.
4" STEEL TUBE BEAM. POWDER COATED, PAINT TO MATCH
MODULAR BUILDING.

CROSS STEEL TUBE BEAM
2" X 2" X 9 GA. VINYL COATED CHAIN LINK FENCE
FIRE SPRINKLER PIPE "UNDER SEPARATE PERMIT"

KEY NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 NOTE:

1. ALL METAL TO RECEIVE (1) COAT OF ZINC CHROMATE PRIMER AND (2) COATS OF MEDIUM ALKYD PAINT.

2. DECORATIVE EXTERIOR FINISH TO BE COMPATIBLE
WITH BUILDING.

3. STRUCTURAL DESIGN TO WITHSTAND 110 MPH MIN. WIND LOAD.

4. SOLID ROOF TO MEET ARCHITECTURAL AND STRUCTURAL DESIGN CRITERIA FROM PLANNING AND BUILDING DEPARTMENTS.

5. INTERIOR WALLS AND FLOORING OF TRASH ENCLOSURE
MUST BE SMOOTH AND SEALED WITH AN APPROVED SEALER.

USE CLEAR COAT MASONRY SEALER BY OKON, INC. OR APPROVED EQUAL.

FLOOR PLAN

RECYCLE
BIN
3 CY
TRASH
BIN
3 CY
3 4
TYP.
9 TYP.
2 9'-4"
7'-11"
TYP.
7 10
14 TYP.

FRONT ELEVATION
5 TYP.
7 TYP.
9 6
8 TYP.
14 1'-9"
3" CLR.
15 TYP.
2 TYP.

TYP.
1 -
1 6'-0"

ROOF PLAN
10'-10"
10'-10"
16 18
2 11'-10"
8'-11"
6"
7'-11"
6"
6"
10'-10"
6"
1/4" SLOPE

PER FOOT
1 8"
9'-6"
8"
11 12
13 15
16 17
18 18
2 5'-8"
8" CONC. BLOCK w/
VERT. & HORZ.BARS.

SOLID GROUT ALL CELLS

PRECAST CAP

NATURAL GRADE
6" CONC. SLAB W/
BARS SEE STRUCT.

FINISH HEAVY BROOM

FINISH, OVER

COMPACTED FILL
2 - #4 CONT. REBAR @

TOP & BOTTOM
18" LAP
CONC. FOOTING
1'-0"
3"
1'-3"
3/4" = 1'-0"
SCALE
TRASH ENCLO. WALL

STUCCO, SEE TRASH

ENCLOSURE ELEV'S

TILE WAINSCOT, SEE
TRASH ENCLO. ELEV'S

TUBE STEEL POST

WHERE OCCURS
8"
1'-8"
30" LAP
#5 DOWEL
3"
2"

DOWEL PER
STRUCT.
6" CONC. CURB
1

Page 307 of 387 ends

DYH
DYH
DYH
DYH
DYH
DYH

TRASHROOMELECTRICALROOM
RAMPDN.
30 CU YD
VAN
VAN
VAN

VAN VAN
DYH

SSSSSSSS SSSSSS

SSSSSSSSSSSSSS

SSSSSSSSSS
SSSSSS
SSSSSS
W
W W W
W
W W W
SSSS
SS
SS
SS

SSSSSSSS
SSSS
SSSS
SSSS

SSSSSSSSSS
SS

SSSSSS SSSSSSSS SSSSSSSSSSSS SSSSSSSSSSSSSSSSSS SSSS SSSS

SSSSSSSS

SSSSSSSS
SS
SS
W
SS
W
WWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W W W
W
WW
WWW
W WW W
W W
W W W

W W W W W W W W W W W W W W W W W W W
W
W
W
W
W

WW W WW
D D
SSSS
S
WWWWWW

W W W W W W
D
D
WW
W W
WWWWWW
D D
SS
SS
SS
SS
SSSS
D

W WWWWWW W
W
S
S
S
S
S
S
S
S
S S

WFWSSSSSSSS
SS
WWW
W
FW
FW
FW
FW

FWFWW W

SOUTHGATE AVENUE

SAINT FRANCIS BOULEVARD

IRRIGATION PLAN
L-2 IRRIGATION PLANSCALEL-21" = 30'-0"
N
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F.(E) BUILDING 316956 S.F.

RETAIL7000 S.F.

RETAIL6150 S.F.

S H E E T N U M B E RA2418
Plotted: 3/14/2023 1:34 PM (richard) File: landscape irrigation plan.dwgPROJECT NUMBER2023.02.22DATE

R E V I S I O N S

S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.

P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015

C O N S U L T A N T

C L I E N T
9431 HAVEN AVENUE, SUITE 212RANCHO CUCAMONGA, CA 91730P. 909.259.9971 | F. 909.944.8409www.AmorArch.comWEST COAST | CENTRAL | EAST COAST SEAFOOD CITY GROUP OFCOMPANIES2883 SURVEYOR STREET,POMONA, CA 91768 LAURENCE [email protected](N) SHELL BUILDING ANDEXTERIOR RENOVATION ARMSTRONG ANDWALKER280 Mel Canyon RoadDuarte, Ca. 91010Email: [email protected]: (626) 357-4599Landscape Architecture THITEC

OFEATST
OCALIFNIARExp. 03/31/24No. 2293.NANIGAERRETSMEANDLNGPTSARMASDCARORCE (E) BUILDING 1
(N) SHELL BLDG.

NOTE:NO OFF-SITE PLANTINGOR IRRIGATION IS PROPOSEDFOR THIS PROJECT

Page 308 of 387 ends

IRRIGATION AND PLANTING DETAILS
L-3 IRRIGATION AND PLANTING DETAILSSCALEL-3N.T.S.S H E E T N U M B E RA2418 Plotted: 3/14/2023 1:34 PM (richard) File: landscape irrigation and planting details.dwgPROJECT NUMBER2023.02.22DATE

R E V I S I O N S

S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.

P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015

C O N S U L T A N T

OFEATST
OCALIFNIARExp. 03/31/24No. 2293.NANIGAERRETSMEANDLNGPTSARMASDCARORCE EROTATOR-NOZZLE-ON-12"-POP-UP-BODY

13.5" (34.3 CM) OPEN DOOR WIDTH5" WIDTH(12.7 CM)12
NOTEMOUNT CONTROLLER LCD SCREEN AT EYE LEVEL,CONTROLLER SHALL BE HARD-WIRED TO GROUNDED110 VAC POWER SOURCE 34 LEGEND:

FRONT ELEVATION

RIGHT ELEVATION

IRRIGATION CONTROLLER (I CORE) PER PLANIRRIGATION CONTROL WIRE IN CONDUITSIZE AND TYPE PER LOCAL CODESELECTRICAL SUPPLY CONDUITCONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLERADJACENT SURFACE TO MOUNT CONTROLLER PER PLAN 12 344

ISRRIGATION CONTROLLER (I CORE - WALL MOUNT)NOT TO SCALED

Page 309 of 387 ends

DYH
DYH
DYH
DYH
DYH
DYH

VAN VAN
DYH

SSSSSSSS SSSSSS

SSSSSSSSSSSSSS

SSSSSSSSSS
SSSSSS
SSSSSS
W
W W W
W
W W W
SSSS
SS
SS
SS
SS

SSSSSSSSSS
SSSS
SSSS
SSSS

SSSSSSSS

SSSSSS SSSSSSSS SSSSSSSSSSSS SSSSSSSSSSSSSSSSSS SSSS SSSS

SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
W
SS
W
WWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W W W
W
WW
WWW
W WW W
W W
W W W

W W W W W W W W W W W W W W W W W W W
W
W
W
W
W

WW W W W
W
D D
SSSS
S
WWWWWW

W W W W W W
D
D
WW
W W
WWWWWW
D D
SS
SS
SS
SS
SSSS
D

W WWWWWW W
W
S
S
S
S
S
S
S
S
S S

WFWSSSSSSSS
SS
W
WW
W
FW
FW
FW
FW

FWFWW W

SOUTHGATE AVENUE

SAINT FRANCIS BOULEVARD

PLANTING PLAN
L-1 PLANTING PLANSCALEL-11" = 30'-0"
N
PROPOSEDSEAFOOD CITY25,391 S.F.
(E) BUILDING 27200 S.F.(E) BUILDING 316956 S.F.

RETAIL7000 S.F.

RETAIL6150 S.F.

S H E E T N U M B E RA2418
Plotted: 3/14/2023 1:33 PM (richard) File: landscape planting plan.dwgPROJECT NUMBER2023.02.22DATE

R E V I S I O N S

S T A M P
SHEETS BEARING THIS SEAL AND WET SIGNATUREARE AUTHENTICATED. RESPONSIBILITY FOR ALLOLDER PLANS, SPECIFICATIONS OR INSTRUMENTSARE DISCLAIMED.

P R O J E C TL O C A T I O N119 SAINT FRANCIS BLVD.1420 SOUTHGATE AVENUEDALY CITY, CA 94015

C O N S U L T A N T

OFEATST
OCALIFNIARExp. 03/31/24No. 2293.NANIGAERRETSMEANDLNGPTSARMASDCARORCE (E) BUILDING 1
(N) SHELL BLDG.

NOTE:NO OFF-SITE PLANTINGOR IRRIGATION IS PROPOSEDFOR THIS PROJECT

Page 310 of 387 ends

D
Y
H
D
Y
H
D
Y
H
D
Y
H
D
Y
H
D
Y
H
TRASH
ROOM

ELECTRICAL
ROOM
RAMP
DN.
30 CU YD
VAN
VAN
VAN
VAN
VAN
D
Y
H
EV
EV
EV
EV
EV
EV
EV
EV
EV
EV
D
Y
H
D
Y
H
(N) SITE LIGHTING PLAN
SCALE
4 N

SITE LIGHTING PLAN
E2.0
S
A
I
N
T

F
R
A
N
C
I
S

B
L
V
D
S
O
U
T
H
G
A
T
E

A
V
E
N
U
E

PROPOSED

SEAFOOD CITY
25,391 S.F.
(E) BUILDING 2
7200 S.F.
(E) BUILDING 3
16956 S.F.

RETAIL
7000 S.F.

RETAIL
6150 S.F.
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) LOT LINE

DRIVE AISLE

SWITCHGEAR
(E) BUILDING 1
B
E
L
H
A
V
E
N

C
T
(N) SHELL BLDG.
1" = 30'-0"

ALL INTERIOR WILL BE SUBMITTED

AS SEPARATE PERMIT APPLICATION
(N.I.C.)
HA-35,37,39
35 37
39 S H E E T N U M B E R
A2418
Plotted:
1/3/2023 3:01 PM
(
#######
) File:
63_a2418_e2.0_site lighthing plan.dwg

PROJECT NUMBER
2022.04.26
DATE

R E V I S I O N S

S T A M P

SHEETS BEARING THIS SEAL AND WET SIGNATURE
ARE AUTHENTICATED. RESPONSIBILITY FOR ALL

OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS
ARE DISCLAIMED.

P R O J E C T

L O C A T I O N
119 SAINT FRANCIS BLVD.
1420 SOUTHGATE AVENUE
DALY CITY, CA 94015

C O N S U L T A N T

S H E E T T I T L E
C
COPYRIGHT 2021 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

C L I E N T
9431 HAVEN AVENUE, SUITE 212
RANCHO CUCAMONGA, CA 91730
P. 909.259.9971 | F. 909.944.8409
www.AmorArch.com

WEST COAST
|

CENTRAL
|

EAST COAST

SEAFOOD CITY GROUP OF

COMPANIES
2883 SURVEYOR STREET,
POMONA, CA 91768

LAURENCE TANG
[email protected]
(N) SITE LIGHTING
T
E
S
T
A
R
N
F
O
A
O
C
F
L
I
A
I
L
I
C
E
N
S
E
D
A
R
C
H
I
T
E
C
T
W
I
L
L
I
A
A
.

A
M
O
R
DATE
8/31/2023
M
C - 24421

RENEWAL
(N) BUILDING 4
6,657 S.F.
(N) BUILDING 5
2,480 S.F.

Page 311 of 387 ends

D
D
D
331.39TC
331.11FL
330.83TC
330.76FL
330.94TC
330.50FL
Y
Y
351.74TDC
351.72FL
351.79FS
350.66FS
349.35FS
347.85FS
346.65FS
345.88FS
344.57FS

PROPOSED

SEAFOOD CITY
25,391 S.F.
343.78FS
342.69FS
342.17FS
Y
(N) SHELL BLDG.

Y
RETAIL
6150 S.F.
(E) BUILDING 1
RETAIL
7000 S.F.

Y
(E) BUILDING 2
7200 S.F.
(E) BUILDING 3
16956 S.F.

Y
H
H
H
D
D
H
H
H
D
RAMP
DN.

RO
OM

ELECTRIC
AL
TRASH
ROOM
30 CU YD
Lower Main Parking
Illuminance (Fc)
Average = 2.55
Maximum = 5.7
Minimum = 0.8
Avg/Min Ratio = 3.19
Max/Min Ratio = 7.13
Lower Main Parking
Illuminance (Fc)
Average = 2.55
Maximum = 5.7
Minimum = 0.8
Avg/Min Ratio = 3.19
Max/Min Ratio = 7.13
SFC Main Parking
Max/Min Ratio = 9.91
Illuminance (Fc)
Average = 3.31
Maximum = 10.9
Minimum = 1.1
Avg/Min Ratio = 3.01
SFC Main Parking
Max/Min Ratio = 9.91
Illuminance (Fc)
Average = 3.31
Maximum = 10.9
Minimum = 1.1
Avg/Min Ratio = 3.01
W4
W4
W4
W2
W3
W3
W2
W2
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S5
S3
W2
W2
W2
W2
W2
S3
S3
S3
S3
F
S5
F
F
F
F
F
F
F
F
G
G
G
G
G
G
G
G
G
G
G
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
G
G
G
G
G
G
G
G
G
A
A
A
A
G
G
G
A
G
G
G
G
A
A
A
A
A
G
G
G
G
G
G
G
A
A
A
A
A
A
G
G
G
G
G
P5
P5
P4

2.1 2.5

2.5 2.1

1.9 1.7

2.0 2.1

2.5 2.4

2.1 1.9

1.7 2.0

2.1 2.5

2.3 1.9

2.4 2.2

2.1 2.1

2.2 2.1

2.1 2.0

1.8 1.8

1.7 1.6

1.4 1.1

2.4 2.8

3.6 5.3

7.3 7.4

5.5 4.1

3.8 4.1

5.6 7.5

7.3 5.4

4.1 3.8

4.2 5.7

7.5 7.1

4.9 3.0

4.4 4.0

3.8 3.8

3.3 3.1

2.8 2.9

3.3 3.1

3.0 2.5

1.7 1.7

1.4 3.1

3.1 2.9

3.9 4.9

4.2 4.3

5.3 4.3

3.3 4.5

5.2 4.4

4.4 5.3

4.3 3.3

4.5 5.2

4.4 4.3

4.9 3.3

1.6 5.8

5.5 5.5

3.9 3.2

2.4 2.9

4.6 4.5

4.5 2.7

1.6 0.9

2.2 1.3

3.9 3.1

2.0 5.1

4.5 5.6

5.8 3.6

1.8 2.1

4.0 3.6

4.0 2.0

1.3 0.6

3.7 1.8

4.4 5.2

3.9 3.1

7.0 6.7

2.7 0.9

4.3 5.8

4.3 4.1

5.7 7.1

4.0 1.3

4.4 5.3

4.1 3.3

5.8 7.1

4.8 1.5

3.5 4.2

3.7 3.4

5.8 9.0

4.0 1.3

2.7 3.1

3.1 3.8

5.6 9.3

7.5 4.4

7.0 6.6

3.5 1.2

1.8 2.2

2.3 2.7

4.3 3.5

4.4 4.3

3.7 4.4

4.6 7.2

6.3 4.7

6.8 6.5

3.5 1.2

1.2 1.4

1.7 3.0

3.2 3.1

4.0 3.9

3.3 3.3

2.8 3.5

3.6 3.8

5.4 8.9

3.9 1.3

0.4 0.7

0.9 1.0

1.4 2.7

2.2 2.6

4.2 6.3

5.0 3.0

2.8 2.1

2.9 5.9

6.0 3.8

3.5 3.6

6.9 4.8

3.6 5.7

6.7 5.2

3.3 3.6

3.7 4.0

6.4 7.1

4.8 1.5

1.0 3.9

1.7 1.0

1.4 3.8

4.3 3.0

3.3 4.3

3.8 3.3

3.1 2.0

2.3 5.5

5.1 3.1

3.3 5.7

5.2 3.7

3.1 4.1

5.1 5.1

4.0 7.0

6.7 4.4

6.9 7.0

4.2 1.4

1.1 1.5

1.4 1.1

1.4 2.0

2.3 2.1

2.2 2.5

2.5 2.3

2.2 2.1

2.7 5.0

5.1 3.5

2.8 2.9

2.8 2.4

2.2 2.3

2.6 2.8

3.6 6.5

6.2 3.9

4.4 5.8

2.1 2.4

4.5 3.8

2.6 1.0

1.2 4.4

7.4 3.1

1.1 0.8

0.9 1.0

1.1 1.3

1.5 1.7

1.7 1.9

2.1 2.1

2.1 2.3

2.8 2.8

2.6 2.4

2.3 2.1

1.9 1.8

1.7 1.9

2.0 2.3

2.6 3.0

3.4 3.5

3.6 2.7

2.7 3.2

3.3 2.7

1.7 1.6

4.5 4.7

2.4 0.9

0.7 0.7

0.9 1.1

1.3 1.7

2.0 2.0

2.1 2.3

2.2 2.2

2.3 2.4

2.4 2.4

2.3 2.3

2.4 2.4

2.2 2.0

1.8 1.7

1.7 1.7

1.8 2.1

3.2 6.2

7.0 4.1

3.9 3.9

4.1 5.0

4.3 2.5

2.3 4.4

3.5 2.1

0.7 0.6

0.7 0.9

1.0 1.4

2.0 2.8

2.7 2.7

2.7 2.6

2.6 2.9

3.0 2.9

2.9 2.7

2.4 2.5

2.9 2.7

2.5 2.4

2.1 1.7

1.6 1.7

2.5 5.7

3.0 1.8

0.6 0.6

0.6 0.8

1.0 1.5

2.3 3.3

3.6 3.4

3.4 2.9

2.6 3.2

3.8 3.6

3.7 2.9

2.4 2.6

3.2 3.4

3.3 3.4

2.6 1.8

1.5 1.8

3.0 6.8

3.9 2.0

0.6 0.6

0.6 0.8

1.1 1.5

2.3 3.1

2.8 3.1

3.1 2.5

2.3 2.7

3.2 3.0

3.1 2.5

2.2 2.4

3.0 2.8

3.2 3.5

2.4 1.7

1.5 2.0

3.2 7.3

6.5 2.5

0.9 0.6

0.7 0.9

1.1 1.6

2.4 3.1

2.6 2.9

2.8 2.4

2.3 2.7

3.2 3.1

3.2 2.6

2.3 2.5

3.0 2.8

3.0 3.1

2.3 1.8

2.1 4.6

7.1 6.6

7.7 3.4

1.2 0.7

0.7 1.0

1.2 1.7

2.2 2.7

2.8 3.0

3.1 2.6

2.6 3.0

3.4 3.2

3.4 2.9

2.5 2.7

3.2 2.9

3.0 3.2

2.4 2.0

2.4 5.4

8.1 6.5

7.6 3.4

1.2 0.7

0.8 1.1

1.3 1.6

1.9 2.2

2.3 2.6

2.9 2.7

2.8 2.9

3.0 2.9

2.8 2.8

2.9 2.6

2.5 2.6

2.3 2.0

2.2 2.9

2.7 2.5

6.7 2.8

1.0 0.7

0.9 1.2

1.4 1.5

1.7 1.9

2.0 2.4

2.7 2.7

2.8 2.8

2.8 2.7

2.8 2.8

2.8 2.7

2.7 2.3

2.1 2.1

2.2 2.2

2.4 2.7

1.9 1.5

4.3 2.3

0.9 0.7

0.9 1.2

1.5 1.6

1.7 1.8

1.9 2.2

2.6 2.7

2.7 2.8

2.7 2.6

2.7 2.8

2.7 2.7

2.6 2.2

2.0 1.9

2.1 2.2

2.7 4.4

3.2 2.0

0.8 0.7

0.8 1.1

1.4 1.6

2.0 2.3

2.2 2.4

2.7 2.8

2.8 2.9

2.8 2.8

2.9 2.9

2.8 2.8

2.7 2.4

2.3 2.3

2.3 2.4

2.8 3.9

3.0 2.6

2.5 1.7

0.7 0.7

0.8 1.1

1.3 1.7

2.3 3.0

2.7 2.7

2.9 2.8

2.7 2.9

3.1 3.0

3.1 2.9

2.8 2.8

3.0 2.7

2.8 3.0

2.6 2.4

3.2 5.5

4.3 3.7

2.2 1.4

0.6 0.7

0.8 1.0

1.3 1.8

2.5 3.4

3.2 3.1

3.1 2.6

2.5 3.0

3.5 3.4

3.5 3.0

2.6 2.8

3.3 3.1

3.4 3.5

2.7 2.5

3.5 7.3

4.6 4.2

2.0 1.2

0.6 0.7

0.8 1.1

1.4 1.9

2.6 3.4

2.8 3.0

2.9 2.5

2.4 2.8

3.3 3.3

3.3 2.8

2.5 2.6

3.1 3.0

3.1 3.3

2.8 2.5

3.2 5.1

4.3 3.7

1.9 1.2

0.6 0.4

0.6 0.6

0.6 0.8

1.0 1.3

1.7 2.2

3.0 3.5

3.1 3.2

3.2 2.6

2.5 3.0

3.6 3.5

3.6 3.1

2.7 2.9

3.3 3.2

3.1 3.6

2.9 2.7

3.1 4.2

3.0 2.7

2.1 1.4

0.7 1.0

1.1 1.2

1.3 1.4

1.6 1.9

2.2 2.6

3.1 3.3

3.1 3.1

3.1 2.7

2.7 3.0

3.4 3.4

3.6 3.2

2.9 2.9

3.1 2.9

2.9 3.1

3.1 3.4

4.3 4.2

2.2 2.2

4.4 1.9

0.9 2.0

2.4 2.7

2.8 2.8

2.9 3.1

3.4 3.3

3.0 2.7

2.7 2.5

2.5 2.7

2.9 3.0

3.2 3.1

2.8 2.7

2.6 2.4

2.4 2.6

3.1 4.5

9.3 5.2

2.3 1.1

2.8 3.8

4.7 5.0

4.6 4.0

3.6 3.6

3.9 4.1

3.8 3.2

2.7 2.6

2.6 2.5

2.6 2.7

2.8 2.8

2.8 2.7

2.6 2.5

2.3 2.3

2.4 2.9

4.9 10.7

5.7 3.0

1.3 2.8

3.9 4.9

5.1 4.8

3.9 3.7

4.0 4.7

5.1 4.4

3.5 2.9

3.0 3.0

2.9 2.9

2.9 2.7

2.6 2.8

2.9 2.9

2.7 2.6

2.5 2.5

2.8 4.4

9.2 5.3

3.6 1.5

4.0 5.4

6.5 5.3

3.6 3.7

3.6 3.3

3.4 3.1

2.7 2.5

2.6 2.9

3.3 3.2

3.1 3.0

2.7 2.7

3.4 4.1

5.1 3.2

1.5 4.3

6.3 7.7

5.4 4.2

3.7 3.5

3.3 3.4

3.0 2.6

2.3 2.4

2.7 3.2

3.2 3.1

3.4 3.1

2.8 3.4

4.2 5.0

3.2 1.5

4.7 6.7

7.9 5.8

3.5 3.2

3.3 3.0

2.6 2.4

2.5 2.7

3.2 3.1

3.2 3.9

3.2 2.9

3.4 3.6

4.7 3.2

1.5 5.5

6.9 7.1

5.5 3.4

3.1 3.3

3.1 2.8

2.6 2.7

2.9 3.2

3.1 3.6

3.9 3.4

3.1 4.0

5.7 1.9

4.0 2.9

1.5 5.0

6.6 6.5

5.7 3.4

2.7 2.7

2.7 2.6

2.8 2.9

2.8 2.7

2.8 2.8

2.8 2.6

3.1 3.4

3.2 3.2

4.4 6.6

2.9 2.9

2.1 1.3

4.0 6.0

6.1 5.1

4.2 2.8

2.4 2.4

2.6 2.8

2.8 2.7

2.8 2.8

2.7 2.5

2.8 3.3

3.2 3.2

4.4 7.6

4.3 3.6

1.9 1.1

1.5 2.6

4.2 5.3

4.5 3.4

2.2 2.2

2.5 2.8

2.7 3.0

3.0 2.8

2.7 2.8

2.9 3.1

2.9 3.2

3.8 3.4

3.3 4.4

7.3 4.4

4.0 1.9

1.1 0.7

1.5 2.5

3.4 3.7

2.9 1.8

2.1 2.7

3.2 3.1

3.4 3.1

2.8 2.7

2.8 3.1

3.5 3.4

3.8 4.2

3.5 3.3

4.5 7.4

4.3 3.6

1.9 1.1

1.2 1.9

2.4 2.4

1.4 1.8

2.5 3.0

3.0 3.2

3.0 2.7

2.6 2.8

3.0 3.5

3.4 3.3

4.0 3.4

3.1 3.8

4.0 3.0

2.7 1.8

1.2 0.8

1.3 1.0

1.3 1.8

2.6 3.1

3.1 3.3

3.1 2.8

2.7 2.9

3.3 3.8

3.6 3.5

3.8 3.4

3.1 3.9

5.7 2.1

2.1 1.8

1.3 0.7

0.9 1.2

1.7 2.2

2.5 2.5

2.7 2.8

2.7 2.7

2.9 3.2

3.4 3.2

3.0 3.1

3.0 3.0

3.7 4.0

2.0 2.0

1.7 1.3

0.9 1.1

1.5 1.8

2.0 2.1

2.4 2.6

2.8 3.0

3.0 3.1

3.2 2.9

2.7 2.7

2.8 3.2

4.6 9.1

2.8 2.5

1.8 1.2

0.9 1.1

1.3 1.5

1.8 2.1

2.6 2.8

3.2 3.4

3.2 3.2

3.3 3.2

2.9 2.9

3.0 3.3

5.4 10.9

4.0 3.4

1.9 1.1

0.9 1.0

1.2 1.3

1.7 2.3

3.1 3.3

3.8 3.8

3.4 3.3

3.7 3.8

3.5 3.5

3.3 3.4

5.5 10.4

4.4 4.0

1.8 1.0

0.9 1.0

1.2 1.5

2.1 2.9

3.2 3.7

3.7 3.5

3.5 3.8

3.9 3.5

3.4 3.0

3.1 5.0

10.6 4.4

3.7 1.8

1.0 0.8

0.9 1.1

1.4 2.1

3.0 3.4

4.0 4.3

4.1 4.1

3.4 3.2

2.8 2.7

4.2 8.0

3.2 2.6

0.9 1.1

1.5 2.3

3.2 3.8

4.8 5.5

5.4 4.9

4.4 3.9

3.0 2.8

2.4 2.3

3.4 8.1

1.8 1.7

0.9 1.2

1.7 2.4

3.4 4.5

5.9 6.9

6.2 4.9

4.1 3.1

2.3 2.0

2.0 2.3

3.5 5.5

2.0 1.3

1.2 1.8

2.6 3.8

5.1 6.6

6.4 5.4

4.2 3.2

2.4 1.7

1.4 1.4

1.6 2.1

2.5 1.2

1.7 2.4

3.4 4.2

4.8 1.3

1.9 2.5

0.8 1.1
Luminaire Schedule
Symbol
Qty
Label
Tag
Description
Arrangement
Lum. Watts
Total Watts
40 A
UpDwn Sconce
DL163086
SINGLE

15.0691
602.764
9 F
Flood
DL156393
SINGLE
51 459
39 G
Gooseneck Wall Sconce
DL163087
SINGLE
38 1482
1 P4
Pedestrian Pole Type FT
DL163445
SINGLE

70.7 70.7
2 P5
Pedestrian Pole Type 5
DL163443
SINGLE

70.8 141.6
5 S3
Single Pole Type 3
DL151436
SINGLE
135
675
12 S5
Single Pole Type 5
DL151437
SINGLE
135
1620
8 W2
Wall Pack Type 2
DL162475
SINGLE
82 656
2 W3
Wall Pack Type 3
DL162477
SINGLE
82 164
3 W4
Wall Pack Type 4
DL162478
SINGLE
82 246
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
All Paved Areas
Illuminance
Fc

3.05 10.9

0.4 7.63

27.25 Lower Main Parking
Illuminance
Fc

2.55 5.7

0.8 3.19

7.13 SFC Main Parking
Illuminance
Fc

3.31 10.9

1.1 3.01

9.91 All electrical work shall comply with National, State, and Local codes including and not limited to the National Electric Code, NFPA 101 Life Safety Code, ASHREA and /or IECC Energy Codes.

T
he information contained in this document is proprietary to CBMC Lighting Solutions. This document is prepared for a specific site and incorporates calculations based on data available from the client at this time. By accepting and using this document, the recipient agrees to protect its contents from further dissemination, (other than that within the organization necessary to evaluate such specification) without the written permission of CBMC Lighting Solutions. the contents of this document are not to be reproduced or copied in whole or in part without the written permission of CBMC Lighting Solutions.
copyright © 2018 CBMC Lighting Solutions all rights reserved.

CB21038-EX5
5855 KOPETSKY DR. SUITE G. | INDIANAPOLIS, IN 46217
317-780-8350| WWW.CBMCINC.COM

SITE LIGHTING LAYOUT

SEE MORE
This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with IESNA approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and LED lumen package, location adjustments, and other variable field conditions.

Contractor to check and verify all dimensions on site before commencing any work shown.

Seafood City- Daly City, CA
Project No:

Scale:

Date:

Drawn By:

LP1
Drawing No:

ATM
5 1" = 40'
8/1/22
LIGHTING NOTES:
- Mounting Height = S @ 25'
F @ 20'
W @ 18'
G @ 18'
A @ 7'
P @ 12'
- Light Loss Factor = 0.90
- Footcandle Values Calculated @ Grade
- Reflectance Values - 80/50/20
National Lighting Vendor:

For pricing and technical assistance contact:

Mike Herrell of CBMC INC, tel# 760-777-0274,
[email protected]

Page 312 of 387 ends

10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35' R/W
35'R/W
35'R/W
35'R/W35'R/W
35' R/W
35' R/W

SOUTHGATE AVENUE

CAMPANA AVENUE

SAN MIGUEL AVENUE

BELHAVEN COURT

BELHAVEN AVENUE
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF

SAINT FRANCIS BOULEVARD

EL DORADODRIVE

PROJECT DIRECTORY

SHEET INDEX
N
SITE IMPROVEMENT PLANS1420 SOUTHGATE AVEDALY CITY, CA 94015SEAFOOD CITYCITY OF DALY CITY, COUNTY OF SAN MATEO, STATE OF CALIFORNIA

ABBREVIATIONS
SITE
N
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

R
19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES& GENERAL NOTES:

DATE: 1/18/23

VICINITY MAP

OVERALL SITE LAYOUT

COVER SHEET
1C1
SHEET NO.SHEET TITLEC1COVER SHEETC2NOTESC3EXISTING CONDITIONS PLANC3.1DEMOLITION PLANC4SITE & HORIZONTAL CONTROL PLANC5GRADING PLANC5.1GRADING PLAN-NORTHC5.2GRADING PLAN-SOUTHC5.3GRADING DETAILSC6UTILITY PLANC7EROSION CONTROL PLANC8EROSION CONTROL NOTESC9SMCWPPP CONSTRUCTION BMPSC10OFFSITE IMPROVEMENT-SOUTHGATE AVEC10.1OFFSITE IMPROVEMENT-SAINT FRANCIS BLVDC11DETAIL SHEETC12DETAIL SHEETC13DETAIL SHEETC14DETAIL SHEET

Page 313 of 387 ends

CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23

GENERAL NOTES
” ’

ADA NOTES
”
” ”

FIRE SYSTEM NOTES

GEOTECHNICAL INFORMATION

DISCREPANCIES

UNDERGROUND FIRE SERVICE NOTES
EARTHWORK FOR CONSTRUCTION NOTES’

ARCHAEOLOGICAL NOTESUTILITY NOTE

CONTRACTOR RESPONSIBILITY

GRADING NOTES

STORMWATER TREATMENT
NOTES
2C2

Page 314 of 387 ends

10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
343.30FF

VERTICAL CURB AND GUTTER

BUS STOPRAMP
RAMP

STEPSSTEPSSTEPS
RAMP
RAMP

OVERHANG

OVERHANGOVERHANG

OVERHANG
APPROX.OVERHANG

OVERHANGOVERHANG

GATED ENCLOSUREGATED ENCLOSURENO ACCESS

PLANTERMAILBOX

RETAINING WALL

LOADING BAY
H20 BOXFIRE ALARM

PLANTER

CENTERLINE

CENTERLINEWALK

FIRE SERVICE

CELL -POLESPEED BUMP
6" AC
333.82 AT DOOR333.78 AT DOOR
335.87FF339.28FF339.35FF343.25 AT DOOR343.33FF
345.39FF
347.46FF347.50FF
349.54FF349.60FF
339.32FF343.34FF 347.52FF

RAMP SD-LINE VERIFY
VERIFY
SD-LINE VERIFYABANDONED?

SD-LINE VERIFYSD-LINE VERIFY

VERTICAL CURB AND GUTTER

VERTICAL CURBAND GUTTER
VERIFY
VERIFY
VERIFY
35' R/W
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W
VERIFY
FENCE
FENCE
RAIL

EXISTING BUILDING

EXISTING BUILDINGEXISTING BUILDING
~AC PAVEMENT~
~AC PAVEMENT~
~AC PAVEMENT~~AC PAVEMENT~

DRIVEWAY

DRIVEWAYSIDEWALKSIDEWALKDRIVEWAY

SIDEWALK

PLANTER

PLANTERPLANTER
CONC.CONC.CONC.

CONC.

LOADING DOCK

WALK WALK WALK

SIDEWALK

EXISTING BUILDING

EXISTING BUILDING
GATE
CONC.

PARKED VECHILES LIMITED ACCESS TO DOORS

SD-LINE VERIFYVERIFY
VERIFY
WALL

UTILITY PANEL
APPROX.OVERHANG

SOUTHGATE AVENUE

CAMPANA AVENUE

BELHAVEN COURT SAINT FRANCIS BOULEVARD

EL DORADODRIVE
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
N

EXISTING CONDITIONS PLAN
3C3
LEGEND

Page 315 of 387 ends

SOUTHGATE AVENUE

CAMPANA AVENUE

BELHAVEN COURT SAINT FRANCIS BOULEVARD

EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
STEPS
RAMP
APPROX.OVERHANG

MAILBOX

PLANTER
6" ACRAMP
35' R/W
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W
APN:008-481-270
APN:008-481-280
APN:008-481-010
APN:008-481-033
APN:008-481-445
APN:008-481-490
APN:008-481-048APN:008-481-047APN:008-481-046
APN:008-481-042
APN:008-481-010

PLANTER
PLANTERCONC.

CONC.

LOADING DOCK

WALK WALK WALK
GATE
CONC.

WALL
APPROX.OVERHANG
N
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23 DEMOLITION PLAN
4C3.1
DEMOLITION NOTES:LEGEND

Page 316 of 387 ends

SOUTHGATE AVENUE

CAMPANA AVENUE

BELHAVEN COURT
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF

SAINT FRANCIS BOULEVARD

EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
N

SITE & HORIZONTAL CONTROL PLAN
5C4
SITE PLAN CONSTRUCTION NOTES:LEGEND

Page 317 of 387 ends

SOUTHGATE AVENUE

CAMPANA AVENUE

BELHAVEN COURT
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF

SAINT FRANCIS BOULEVARD

EL DORADODRIVE
MATCHLINESEE SHEET C5.1 & C5.2
SEE SHEET C5.3FOR DETAIL A
SEE SHEET C5.3FOR DETAIL C
SEE SHEET C5.3FOR DETAIL B
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
N

GRADING PLAN
6C5

Page 318 of 387 ends

10' UTILITY ESMTPER INSTRUMENT NO.93072135
35'R/W
35'R/W
35'R/W
35' R/W
35' R/W

SOUTHGATE AVENUE
CAMPANA AVENUEPROPOSEDBUILDING 1A25404.50 SQFT
PROPOSEDBUILDING 52,480 SF

SAINT FRANCIS BOULEVARD

EL DORADO
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
N
MATCHLINE - SEE SHEET C5.2

GRADING PLAN-NORTH
7C5.1
CONSTRUCTION NOTES:LEGEND

Page 319 of 387 ends

10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
N
MATCHLINE - SEE SHEET C5.1

GRADING PLAN-SOUTH
8C5.2

SAINT FRANCIS BOULEVARD
SEE SHEET C5.3 FORGRADING DETAIL B
SEE SHEET C5.3 FORGRADING DETAIL A
SEE SHEET C5.3 FORGRADING DETAIL C
CONSTRUCTION NOTES:LEGEND

Page 320 of 387 ends

SOUTHGATE AVENUE

CAMPANA AVENUE

BELHAVEN COURT
PROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF

SAINT FRANCIS BOULEVARD

DATE: 1/18/23
N

GRADING DETAILS
9C5.3

SECTION KEY MAP

GRADING DETAIL A

GRADING DETAIL B

SEE GRADINGDETAIL B
EXISTING BUILDING 3EXISTING BUILDING 2
EXISTING BUILDING 1B
EXISTINGBUILDING 1B

GRADING DETAIL C

SEE GRADINGDETAIL A

SEE GRADINGDETAIL C

Page 321 of 387 ends

SOUTHGATE AVENUE
CAMPANA AVENUEPROPOSEDBUILDING 1A25404.50 SQFT
EXISTINGBUILDING 1B±13,150 SF
EXISTINGBUILDING 2±7,462 SFEXISTINGBUILDING 3±17,163 SF PROPOSED BUILDING 46,657 SF
PROPOSEDBUILDING 52,480 SF

SAINT FRANCIS BOULEVARD

EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W35'R/W
35' R/W
35' R/W
REFER TO SHEETS C10 AND C10.1FOR OFF-SITE UTILITY WORK
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
N

BACKFLOW PREVENTION NOTESUTILITY NOTES

UTILITY PLAN
10C6
WET UTILITY CONSTRUCTION NOTES:LEGEND

WATER EASEMENT NOTE

Page 322 of 387 ends

SAINT FRANCIS BOULEVARD

EL DORADODRIVE
10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
5' UTILITY ESMTPER BK 4938 PG 85
20' UTILITY ESMT TO PG&EPER BK 49387 PG 83
35' R/W
35'R/W
35'R/W
35'R/W35'R/W
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
N

LEGENDFIBER ROLLS OR SILT FENCEINLET SEDIMENT CONTROLCONCRETE WASHOUTSTABILIZED CONSTRUCTIONSITE ACCESSPERMANENT LANDSCAPEAREA

TEMPORARY CHAIN LINKCONSTRUCTION FENCING

EROSION CONTROL PLAN
11C7
EROSION CONTROL NOTES:

Page 323 of 387 ends

EROSION CONTROL NOTES
12 CONSTRUCTION SITE MAINTENANCE NOTES:

C8CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23
NPDES NOTES:

STORMWATER POLLUTION NOTES:

ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES:

Page 324 of 387 ends

SMCWPPP CONSTRUCTION BMPs
13C9CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23

Page 325 of 387 ends

35'R/W35'R/W

SOUTHGATE AVENUE
PROPOSEDBUILDING 1A25404.50 SQFT
PROPOSEDBUILDING 52,480 SF

DATE: 1/18/23
N

OFFSITE IMPROVEMENT-SOUTHGATE AVE
14C10
MATCHLINE - SEE SHEET C10.1
CONSTRUCTION NOTES:

LEGEND

SOUTHGATE AVENUE WATER LINE CONNECTION
N

UTILITY NOTES

Page 326 of 387 ends

10' UTILITY ESMTPER INSTRUMENT NO.93072135
10' UTILITY ESMTPER INSTRUMENT NO.93072135
35'R/W35'R/WCAMPANA AVENUE
PROPOSED BUILDING 4
6,657 SF
PROPOSEDBUILDING 52,480 SFSAINT FRANCIS BOULEVARD
CHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY Know what'sbelowCallbefore you dig.

DATE: 1/18/23OFFSITE IMPROVEMENT-SAINT FRANCIS BLVD
15C10.1
MATCHLINE - SEE SHEET C10
N

SAINT FRANCIS BOULEVARD WATER LINE CONNECTION
N
LEGEND
CONSTRUCTION NOTES:

UTILITY NOTES

Page 327 of 387 ends

1AC PAVEMENT SECTION2
····

CONCRETE PAVEMENT SECTION
7DETECTABLE WARNING SURFACETYPICAL CURB RAMPS6
4'-0" MIN.VERIFYPLANTER6'-0" TYP.VERIFY

CURB FLUSHWITH RAMP
6'-0" MIN.VERIFY8.33% MAX.RAMP DOWN3'-0"MIN.8.33% MAX.RAMP DOWN LANDING - 2% MAX SLOPE INANY DIRECTION
ACCESSIBLE PATHSTRIPINGCONCRETE TRANSITION TOMATCH CURB - 2% SLOPE MAX- FLUSH WITH DETECTABLEWARNING DETECTABLE WARNINGSURFACE - SET 6" MIN., 8" MAX.FROM CURB FACECONCRETE TRANSITION TOMATCH CURB - 2% SLOPE MAX- FLUSH WITH DETECTABLEWARNING NOTES:1.CURB RAMPS ARE ≥48" WIDE WITH ASLOPE OF ≤1:12(8.33%).2.THE LANDING AT THE TOP OF CURB SHALLBE LEVEL AND ≥48" DEPTH FOR THEENTIRE WIDTH OF CURB RAMP.3.THE SLOPE OF FANNED OR FLARED SIDESOF CURB RAMPS SHALL NOT EXCEED 1:10.4.THE SURFACE OF ALL CURB RAMPS ANDTHE FLARED SIDES ARE TO BE SLIPRESISTANT, AND CONTRASTING FROMTHE ADJACENT SIDEWALK FINISH.5.DETECTABLE WARNINGS SHALL EXTENDTHE FULL WIDTH OF THE RAMP AND 36INCHES IN DIRECTION OF TRAVEL.6.ALL CURB RAMPS THAT TRANSITION INTOTHE STREET OR DRIVEWAY SHALL NOTEXCEED A 5% MAXIMUM RUNNING SLOPEFOR A DISTANCE OF 48 INCHES INTO THESTREET. AT ACCESSIBLE PARKINGTRANSITIONS, SLOPE SHALL NOT EXCEED2% IN ANY DIRECTION.4'-0" MIN.VERIFY 10% MAXCURB FLUSHWITH RAMPCURB FLUSHWITH RAMP
4'-0" MIN.*6'-0" TYP.VERIFYVERIFY*5'-0"REQUIRED @OUTSWINGINGDOOR LANDING3'-0" MIN.

DETECTABLE WARNING - SET 6"MIN., 8" MAX. FROM CURB FACE

8.33% MAX.RAMPDOWN
LANDING - 2% MAX SLOPE INANY DIRECTION
10% MAX
3'-0"MIN.

CURB CUT WITH COBBLE13
CONCRETE SIDEWALK3
··
CONCRETE CURB4
·
ONLY

VANACCESSIBLE
PARKINGMINIMUMFINE $250
ACCESSIBLE PARKING SIGN8
ACCESSIBLE PATH SIGN9
UNAUTHORIZED PARKING SIGN5
TRAFFIC ARROW SYMBOLSTOP BAR SYMBOLPAVEMENT MARKINGS10STOP SIGN11 BIORETENTION AREA CROSS SECTION14
CONCRETE CURB & GUTTER12
·
DETAIL SHEETCHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY 19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES&DATE: 1/18/23 16C11 ACCESSIBLE PARKING STALL DETAIL15

Page 328 of 387 ends

DETAIL SHEETCHECKED: JLVDRAWN: NSREVISION #: DATE: JOB NO: DATE: 1/18/23ST. FRANCIS SQUARE ON-SITE IMPROVEMENTS PLAN1420 SOUTHGATE AVE.DALY CITY, CA 94015SP8948 SEAFOOD CITY 19 Santa AnaSan DiegoSacramentoRiversideDenverBoiseDallasAtlanta 11280 Trade Center DriveRancho Cordova, CA 95742p: 916.635.2444www.tait.comSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES&DATE: 1/18/23 17C12

Page 329 of 387 ends

Page 330 of 387 ends

Page 331 of 387 ends

Memorandum
Date: February 13, 2023
To: Laurence Tang, Seafood City
From: Kai-ling Kuo, Michelle Hunt
Subject: Local Traffic Analysis and Parking Study for the Proposed Expansion of the St.

Francis Square Shopping Center in Daly City, California This memorandum presents the results of a local traffic analysis (LTA) and parking study for the proposed expansion of the St. Francis Square Shopping Center in Daly City, California. The project site is located at the southeast corner of St. Francis Boulevard and Southgate Avenue (see Figure 1). The project proposes to construct a 2,480 square foot (s.f.) fast-food restaurant (Chowking) with a drive-thru lane at the northwest corner of the site. The restaurant will be open from 7 AM to 9 PM, which is the same hours as the existing Chowking in South San Francisco. The project also would expand the size of the existing grocery store by 4,756 s.f. (from 20,649 s.f. to 25,405 s.f.) and add a new retail building with 6,657 s.f. With the project, the building space within the shopping center would increase from 57,955 s.f. to 71,848 s.f. The existing grocery space is currently unoccupied.

Therefore, the currently occupied space within the shopping center is 37,306 s.f.

Vehicular access to the site would be provided by the three full-access driveways including one existing driveway on St. Francis Boulevard and two existing driveways on Southgate Avenue (see Figures 2 and 3). Parking would be shared among all uses on site. The project would consolidate the number of existing driveways from two to one on St. Francis Boulevard and four to two on Southgate Avenue.

This LTA evaluates the project’s effect on weekday AM and PM peak-hour traffic conditions at the St. Francis Boulevard and Southgate Avenue intersection, queuing at the study intersection, site access, on-site circulation, drive-thru queuing, and parking.

Project Trip Estimates
The magnitude of traffic produced by a new development and the locations where that traffic would appear are estimated using a three-step process: (1) trip generation, (2) trip distribution, and (3) trip assignment. In determining project trip generation, the magnitude of traffic entering and exiting the site is estimated for the AM and PM peak hours. As part of the project trip distribution, the directions to and from which the project trips would travel are estimated. In the project trip assignment, the project trips are assigned to specific streets and intersections. These procedures are described below.

Trip Generation
Trip generation rates resulting from new developments typically are estimated using trip rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition.

Trips that would be generated by the proposed additions of the shopping center were estimated using the ITE trip rates for “Shopping Plaza (40-150k)” (Land Use 821). The “Shopping Plaza” category refers to an integrated group of commercial establishments with 40,000 to 150,000 square feet of gross leasable area (GLA). This category includes the trip data for a wide scale of retail/commercial uses from neighborhood centers. Its major tenant is often a supermarket.

Page 332 of 387 ends

Skyline Dr Higate Dr
Southgate Ave
Skyline Blvd
St Francis Blvd
Lakeshire Dr
Callan Blvd
Serramonte Blvd
Clarinada Ave
Lincoln Ave
Cerro Dr
Belhaven Ave
el Dorado Dr
Northaven Dr
Midvale Dr
Belhaven Ct
Escuela Dr
Daly City
280
1 1
X = Study Intersection
= Site Location
LEGEND
St. Francis Square Local Traﬃc Analysis and Parking Study Figure 1
Site Location and Study Intersection

Page 333 of 387 ends

D
Y
H
DYH
DYH
DYH
DYH
DYH
TRASH
ROOM

ELECTRICAL
ROOM
RAM
P
DN.
30 CU
YD
331.39TC
331.11FL 330.83TC
330.76FL 330.94TC
330.50FL
351.74TDC
351.72FL
351.79FS
350.66FS
349.35FS
347.85FS
346.65FS
345.88FS
344.57FS
343.78FS
342.69FS
342.17FS
VAN
VAN
VAN
VAN
VAN
DYH

EV EV EV
EV
EV

EVEVEVEVEV
DY
H
DY
H
33'-10"
19'-0"
63'-10"

SUPREME POT RESTAURANT
GROUP A2

HAPPY KITCHEN

GROUP B

M & M MEDICAL SUPPLIES

GROUP B

ABACUS REALTY

GROUP B

WESTLAKE

JEWELERS

GROUP B
VACANT

GROUP B

LECH GO

RESTAURANT

GROUP B

SPEEDYQUEEN LAUNDRY

GROUP B

SPEEDYQUEEN LAUNDRY

GROUP B
HAPAG

RESTAURANT

GROUP B

VALERIO'S TROPICAL

BAKESHOP RETAIL

GROUP B

PINAY ANGEL
RETAIL

GROUP B
ST. FRANCIS DENTAL

GROUP B

TIDY CLEANERS
RETAIL

GROUP B

THE ELITE SALON
RETAIL

GROUP B

JOHNNY AIR CARGO
RETAIL

GROUP B

KADOK'S RESTAURANT

GROUP B

BURMA CAFE

GROUP B

TC PASTRY

GROUP B
11 23
28 31
3030308
18 7
20 7
7 5
5 4
9'-0"
10'-0"
8'-6"
19'-0"
1 2
11 10
9 8
7 6
5 4
3 R28'-0"
R28'-0"
R12'-1"
33'-10"
26'-0"
26'-0"
8'-6"
19'-0"
19'-0"
8'-6"
19'-0"8'-6"
9'-0"
19'-0"
19'-0"
8'-6"
8'-6"
19'-0"
16'-0"
8'-6"
25'-4"
26'-2"
34'-7"
22'-1"
26'-0"
26'-6"
19'-0"
8'-6"
26'-0"
19'-0"
8'-6"
26'-0"
30'-0"(N) DRIVEWAY
26'-0"
8'-6"19'-0"
5'-7"
12'-1"
12'-4"
26'-4" 9'-2"
8'-6"
19'-0"
26'-0"
47'-6"
20'-0"
25'-5"
35'-4"
23'-3"
24'-0"
(N) DRIVEWAY
27'-3"
18'-0"8'-6"
14'-6"
23'-7"
26'-0"
26'-0"
26'-0"
12'-0"
5'-0"
12'-0"
12'-0"
12'-0"
10'-6"
4'-6"
14'-3"
11'-5"
44'-5"
(E) DRIVE APPROACH

TO REMAIN
26'-0"
R52'-0"
R52'-0"
(E) 24'-4"
19'-8"
45'-3"
19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0"
19'-0" 19'-0"
8'-6"
19'-0"19'-0"
26'-0"
19'-0"
8'-6"
8'-6"
19'-0"
19'-0"
16'-0"
8'-6"
28'-2"
6'-6"
(N) FLOOD LIGHTS UNDER
SEPARATE PERMIT TYP.

N
S
A
I
N
T

F
R
A
N
C
I
S

B
L
V
D

S O U T H G A T E A V E N U E

PROPOSED

SEAFOOD CITY
25,391 S.F.
(E) BUILDING 2
7200 S.F.(E) BUILDING 3
16956 S.F.
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) LOT LINE
(E) UTILITY AREA

PROTECT IN PLACE
(E) POLE &

TRANSFORMER
(E) STAIRS
(N) RAMP
(E) DRIVE AISLE

SWITCHGEAR
(E) BUILDING 1
13,000 S.F.

B E L H A V E N C T
(N) CL FENCE W/

PIPE GUARD
BLDG. 1 (N) FACADE

RENOVATION AREA

UNDER SEPARATE PERMIT
BLDG. 3 (N) FACADE

RENOVATION AREA

UNDER SEPARATE
PERMIT
(N) 6" CONCRETE
PAD
(N) BUILDING 4
6,657 S.F.
(N) BUILDING 5
2,480 S.F.
(N) SHELL BLDG.
1 1
(N) SINGLE POLE TYPE
5 "DL151437" UNDER
SEPARATE PERMIT TYP.
(N) FUTURE (4) EV & (5) EVCS

STALL UNDER SEPARATE
PERMIT TYP.
(N) ADDITIONAL FUTURE
(3) EV STALL UNDER
SEPARATE PERMIT TYP.

FIRE LANE RED

CURBS BOTH SIDE

FIRE LANE RED

CURBS BOTH SIDE

FIRE LANE RED

CURBS BOTH SIDE
(E) ACCESSIBLE PATH

OF TRAVEL FROM

PUBLIC RIGHT OF WAY
2 (N) ACCESSIBLE PATH

OF TRAVEL

IMAGINARY LINE
MIN. 1HR RATED
(CBC TABLE 602)
2 (N)TRASH

ENCLOSURE W/

AUTOMATIC FIRE

SPRINKLER, WATER

BIB & FLOOR DRAIN
PER DMC.

SEE SHT.#AS2.0
(N) HEIGHT

CLEARANCE BAR
(N) DRIVE THROUGH

DIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/

MENU BOARD
(N) PREVIEW

MENU BOARD
(N) SPEAKER POST WITH

DETECTOR LOOP

PICK UP POINT
& PAY WINDOW

LOADING/

UNLOADING RAMP

FUTURE CHARGING

STATION PEDESTAL

CONNECT TO SEAFOOD
CITY PANEL TYP.

FUTURE EV PANEL

PROVIDE EMPTY

CONDUIT CONNECTED
TO SEAFOOD BLDG.

FUTURE CHARGING

STATION PEDESTAL
FUTURE EV.

STATION PEDESTAL
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N) FIRE

HYDRANT

MODIFIED DRIVE AISLE

FUTURE CHARGING STATION PEDESTAL
CONNECT TO SEAFOOD CITY PANEL TYP.

PROPOSED

TRANSFORMER
FOR 2 PAD

BUILDINGS
(N) FIRE

HYDRANT
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
(E) DRIVE AISLE
(E) RETAINING

WALL TO REMAIN
(N) FUTURE LOCATION OF NEW

TRANS CUT INTO HILL SIDE WITH

CMU RETAINING WALL
(N) FUTURE LOCATION

OF NEW TRANS
8 AS1.2
8 AS1.2

SEE RETAIL SET

SEE DRIVE THRU SET
(E) RETAINING

WALL TO REMAIN (E) RETAINING

WALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
4 -

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE (6) BICYCLE
RACK
(6) BICYCLE
RACK
(N) LIGHT POLE
(6) BICYCLE
RACK
(6) BICYCLE
RACK

FIRE HYDRANT
(N)TRASH COMPACTOR W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
St. Francis Square Local Traﬃc Analysis and Parking Study Figure 2
Overall Site Plan

ST FRANCIS
SQUARE

Page 334 of 387 ends

St. Francis Square Local Traﬃc Analysis and Parking Study Figure 3
Site Plan - Northern Portion

ST FRANCIS
SQUARE
DYH
DYH
DYH
DYH
TRASH
ROOM

ELECTRICAL
ROOM
RAMP
DN.
30 CU YD
331.39TC
331.11FL 330.83TC
330.76FL 330.94TC
330.50FL
351.74TDC
351.72FL
351.79FS
350.66FS
349.35FS
347.85FS
346.65FS
345.88FS
344.57FS
343.78FS
342.69FS
342.17FS
VAN
VAN
DYH

EV EV EV
EV

EVEVEVEVEV
DY
H
DY
H

SUPREME POT RESTAURANT
GROUP A2

HAPPY KITCHEN
11 23
28 31
3030308
18 5
5 8'-6"
19'-0"
1 2
11 10
9 8
7 6
5 4
3 R12'-1"
33'-10"
26'-0"
26'-0"
8'-6"
19'-0"
19'-0"
8'-6"
19'-0"-6"
26'-6"
19'-0"
8'-6"
26'-0"
19'-0"
8'-6"
26'-0"
30'-0"(N) DRIVEWAY
26'-0"
8'-6"19'-0"
5'-7"
12'-1"
12'-4"
26'-4" 9'-2"
8'-6"
19'-0"
26'-0"
23'-3"
24'-0"
(N) DRIVEWAY
27'-3"
18'-0"8'-6"
14'-6"
23'-7"
26'-0"
26'-0"
12'-0"
5'-0"
"
10'-6"
4'-6"
44'-5"
(E) DRIVE APPROACH

TO REMAIN
26'-0"
19'-8"
45'-3"
19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0" 26'-0" 19'-0" 19'-0"
19'-0" 19'-0"
8'-6"
19'-0"19'-0"
8'-6"
8'-6"
19'-0"
19'-0"
16'-0"
8'-6"
28'-2"
6'-6"
(N) FLOOD LIGHTS UNDER
SEPARATE PERMIT TYP.

S
A
I
N
T

F
R
A
N
C
I
S

B
L
V
D

S O U T H G A T E A V E N U E

PROPOSED

SEAFOOD CITY
25,391 S.F.

NE
(E) LOT LINE
(E) UTILITY AREA

PROTECT IN PLACE
(E) POLE &

TRANSFORMER

SWITCHGEAR
(E) BUILDING 1
13,000 S.F.
(N) CL FENCE W/

PIPE GUARD
BLDG. 1 (N) FACADE

RENOVATION AREA

UNDER SEPARATE PERMIT
(N) 6" CONCRETE
PAD
N) BUILDING 5
,480 S.F.
(N) SHELL BLDG.
(N) SINGLE POLE TYPE
5 "DL151437" UNDER
SEPARATE PERMIT TYP.
(N) FUTURE (4) EV & (5) EVCS

STALL UNDER SEPARATE
PERMIT TYP.
(N) ADDITIONAL FUTU
(3) EV STALL UNDER

SEPARATE PERMIT T

FIRE LANE RED

CURBS BOTH SIDE

FIRE LANE RED

CURBS BOTH SIDE
(E) ACCESSIBLE PATH

OF TRAVEL FROM

PUBLIC RIGHT OF WAY
2 (N) ACCESSIBLE PATH

OF TRAVEL
(N)TRASH

ENCLOSURE W/

AUTOMATIC FIRE

SPRINKLER, WATER

BIB & FLOOR DRAIN
PER DMC.

SEE SHT.#AS2.0
(N) HEIGHT

CLEARANCE BAR
(N) DRIVE THROUGH

DIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/

MENU BOARD
(N) PREVIEW

MENU BOARD
(N) SPEAKER POST WITH

DETECTOR LOOP

PICK UP POINT
& PAY WINDOW

LOADING/

UNLOADING RAMP

FUTURE CHARGING

STATION PEDESTAL

CONNECT TO SEAFOOD
CITY PANEL TYP.

FUTURE EV PANEL

PROVIDE EMPTY

CONDUIT CONNECTED
TO SEAFOOD BLDG.

FUTURE CHARGING

STATION PEDESTAL
(N)TRASH ENCLOSUR

AUTOMATIC FIRE SP

WATER BIB & FLOOR

ASH ENCLOSURE W/

MATIC FIRE SPRINKLER,

R BIB & FLOOR DRAIN
MC. SEE SHT.#AS2.0
(N) FIRE

HYDRANT

MODIFIED DRIVE AISLE

FUTURE CHARGING

CONNECT TO SEAFO

PROPOSED

TRANSFORMER
FOR 2 PAD

BUILDINGS
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
8 AS1.2

SEE DRIVE THRU SET

NO PEDESTRIAN ACCESS)

DE (N) POST AND

SSIBLE DIRECTIONAL SIGN

VIDE (N) POST AND

ESSIBLE DIRECTIONAL SIGN

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
4 -

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
(E) PROPERTY LINE
OPERTY LINE (6) BICYCLE
RACK
(N) LIGHT POLE
YDRANT
(N)TRASH COMPACTO

AUTOMATIC FIRE SP

WATER BIB & FLOOR
PER DMC. SEE SHT.#

Page 335 of 387 ends

St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 5
A shopping plaza typically contains more than retail merchandising facilities. Office space, personal services, and restaurants are common tenants. Based on the definition, it is reasonable to use the trip rates for shopping plazas for the project. Because the project would expand the existing shopping center, the ITE fitted curve equations were used to estimate the trips for the entire shopping center with and without the new buildings and determine the new trips resulting from the expansion.

Pass-by Trips
Trip generation for retail uses are typically adjusted to account for pass-by trips. Pass-by trips are trips that would already be on the adjacent roadways (and are therefore already counted in the existing traffic) but would turn into the site while passing by. Pass-by trips are therefore excluded from the traffic projections (although pass-by traffic is accounted for at the site entrances). An average pass-by trip reduction of 40 percent was applied based on the ITE Trip Generation Manual, 11th Edition.

Existing Trip Credits
Although the shopping center has 57,955 s.f. of retail space, only 37,306 s.f. is currently occupied.

Therefore, the existing trips credits only accounts for the trips generated by the existing occupied space.

Net Project Trips
Based on the ITE trip generation rates, pass-by trip reduction, and the existing trip credits, it is estimated that the expansion of the shopping center would generate a total of 1,595 daily trips with 73 new trips (45 inbound and 28 outbound) during the AM peak hour and 159 new trips (77 inbound and 82 outbound) during the PM peak hour (see Table 1).

The above project trip estimates were developed by treating the shopping plaza as a single integrated unit. Alternatively, the trip generation associated with the proposed fast-food restaurant with drive-through window may be estimated separately based on published ITE trip rates for this specific use and applying shopping plaza trip rates for the remainder of the site. When applying trip rates for individual uses in a mixed-use development, it is appropriate to include a reduction for internal captured trips (e.g., restaurant customers who also patronize other retail uses at the shopping center in the same trip). The project trip estimates derived using this methodology were developed for information only and are presented in Appendix A. Compared to the project trip generation estimates contained in Table 1, this methodology would result in slightly more daily and AM peak-hour trips (+104 and +28, respectively) and slightly fewer PM peak-hour trips (-1). The small difference in project trips between the two methods would not affect the traffic study conclusions or recommendations.

Trip Distribution and Assignment
The trip distribution pattern for the project was estimated based on the turning movement counts conducted at the existing driveways of the shopping center, existing travel patterns on the surrounding roadway network, the locations of complementary land uses, and freeway access points. Figure 4 shows the trip distribution pattern for the project trips.

The peak-hour vehicle trips generated by the project were assigned to the roadway network in accordance with the trip distribution pattern and the locations of project driveways (see Figure 4).

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 6
Table 1
Project Trip Generation Estimates

Intersection Traffic Operations
Intersection level of service analysis was conducted at the St. Francis Boulevard/Southgate Avenue intersection for the AM and PM peak hours of commute traffic to identify potential adverse traffic operational effects resulting from the trips generated by the project. The weekday AM peak hour is generally between 7:00 and 9:00 AM and the weekday PM peak hour is typically between 4:00 and 6:00 PM. It is during these periods that the most congested traffic conditions occur on roadways.

Intersection Traffic volumes
Existing Lane Configurations and Traffic Volumes
The existing lane configurations at the study intersections were obtained from Google Earth (see Figure 5).

Trip Trip Trip
Land Use Rate Trips Rate In Out Total Rate In Out Total Shopping Center with Proposed Expansion
Shopping Plaza1 71,848 s.f. 96.62 6,942 3.53 157 97 254 9.32 322 348 670 Pass-by Reduction2 -2,777 -63 -39 -102 ### -139 -268
4,165 94 58 152 193 209 402
Existing Shopping Center
Shopping Plaza1 37,306 s.f.3 114.83 4,284 3.53 82 50 132 10.86 194 211 405 Pass-by Reduction2 -1,714 -33 -20 -53 -78 -84 -162
2,570 49 30 79 116 127 243
Proposed Expansion
Shopping Plaza 34,542 s.f.4 2,658 75 47 122 128 137 265 Pass-by Reduction -1,063 -30 -19 -49 -51 -55 -106
Total Net Project Trips 1,595 45 28 73 77 82 159
Notes:

All trip rates are from ITE Trip Generation Manual, 11th Edition.

3. Existing shopping plaza square footage represents only currently occupied space.

4. Total increase in occupied space due to reoccupancy of existing space and construction of new space.

Size

1. Daily and PM peak-hour trips were estimated using the fitted-curve equations for Shopping Plaza (40-150k) (Land Use 821), which is not available for the AM peak hour. AM peak-hour trips were estimated using the average trip rate (in trips per 1,000 square feet).

2. An 40% pass-by trip reduction was applied based the ITE average pass-by rate for Shopping Plaza (40-150k) .

Daily AM Peak Hour PM Peak Hour
Trips Trips
Total Trips with Expansion
Total Shopping Center Trips

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Skyline Dr
Higate Dr
Southgate Ave
Skyline Blvd
St Francis Blvd
Lakeshire Dr
Callan Blvd
Serramonte Blvd
Clarinada Ave
Lincoln Ave
Cerro Dr
Belhaven Ave
el Dorado Dr
Northaven Dr
Midvale Dr
Belhaven Ct
Escuela Dr
Daly City
280
1 35%
35%
10%
20%
Southgate
Ave
Project
Dwy
A
Project
Dwy
B
St
Francis
Blvd
3(11)
3(6)1(2)
1(2)
9(15) 12(21)
2(6)
3(8)
3(11)
10(28)
16(27)
5(14)
10(29)
16(27)
1 1
A
A
B
B
X
= Trip Distribution
= Study Intersection
= Site Location
LEGEND
XX%
= AM(PM) Peak-Hour TripsXX(XX)
St. Francis Square Local Traﬃc Analysis and Parking Study Figure 4
Project Trip Distribution and Assignment

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Francis
Blvd
Southgate
Ave
St.

Francis
Blvd
1 Intersection Configuration
Existing Volume
Existing Plus Project Volume
1 1
1 X = Study Intersection
= Site Location
LEGEND
= AM(PM) Peak-Hour Traffic VolumesXX(XX)
= Traffic Signal
St. Francis Square Local Traﬃc Analysis and Parking Study Figure 5
Intersection Lane Configuration and Traffic Volumes
57(64)
82(100)
114(58)
106(55)
150(70)
27(17)
57(42)
125(198)
47(64)
14(9)
206(157)
42(41)
59(70)
85(108)
114(58)
109(61)
151(72)
27(17)
57(42)
128(209)
47(64)
14(9)
215(172)
42(41)

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 9
Existing peak-hour traffic volumes at the study intersection (see Figure 5) are based on new traffic counts conducted in April 2022 during the AM and PM peak commute periods. The 2022 new count was compared to the 2021 count at the intersection. In the AM peak hour, the 2022 count is 244% higher than the 2021 count; and in the PM peak hour, the 2022 count is at similar level to the 2021 count. There is no pre-pandemic traffic count at this intersection. However, based on the increase of the traffic volume from 2021 to 2022, it is assumed that the travel pattern in the project area is considered normal and the 2022 traffic volume was analyzed directly without further adjustment. The intersection turning-movement count used for this analysis is presented in Appendix B.

Existing Plus Project Traffic Volumes
Project trips were added to existing traffic volumes to obtain existing plus project traffic volumes (see Figure 5).

Intersection Level of Service Analysis Methodologies and Standards Traffic conditions at the study intersection were evaluated using level of service (LOS). Level of Service is a qualitative description of operating conditions ranging from LOS A, or free-flow conditions with little or no delay, to LOS F, or congested conditions with excessive delays. The analysis methods are described in detail below.

Daly City evaluates level of service at signalized intersections based on the Highway Capacity Manual (HCM) 2010 level of service methodology using Synchro software. The HCM method evaluates signalized intersection operations based on average control delay time for all vehicles at the intersection. Control delay is the amount of delay that is attributed to the type of traffic control device at the intersection, and includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. The correlation between average delay and level of service is shown in Table 2. Daly City has a level of service standard for signalized intersections of LOS D or better.

Intersection Levels of Service
The results of the intersection level of service analysis (see Table 3) show that the study intersection would operate at acceptable levels during both AM and PM peak hours of commute traffic under existing plus project conditions. Therefore, the project traffic would not cause an adverse effect on traffic operations. The intersection levels of service calculation sheets are included in Appendix C.

Left-Turn Queues at St. Francis Boulevard and Southgate Avenue As show in Figure 4, the project would add a small number of new trips to the northbound and southbound left-turn pockets at the St. Francis Boulevard/Southgate Avenue intersection. The level of service analysis (Table 3) shows that the added project trips would not cause a noticeable increase in vehicle delay at the intersection and the 95th percentile left-turn vehicle queues.

The 95th percentile left-turn vehicle queues were estimated to be fewer than two vehicles (46 feet) while the left-turn pockets can accommodate at least three vehicles (75 to 115 feet). Therefore, the existing left-turn pocket would have sufficient capacity to accommodate the project traffic. The vehicle queuing calculations are included in Appendix D.

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 10
Table 2
Signalized Intersection Level of Service Definitions Based on Control Delay

Table 3
Existing Plus Project Intersection Levels of Service

Site Access and On-Site Circulation
Vehicle Site Access
Vehicular access to the site would be provided by the three existing full-access driveways including one driveway on St. Francis Boulevard and two driveways on Southgate Avenue (one in front of the grocery store for general vehicle access and the other one behind the grocery store for truck access and loading) (see Figures 2 and 3).

Source: Transportation Research Board, 2010 Highway Capacity Manual.

Level of
Service Description Average Control Delay
(seconds/vehicle)
A Operations with very low delay occurring with favorable progression and/or short cycle lengths. 10.0 or less
B Operations with low delay occurring with good progression and/or short cycle lengths. 10.1 to 20.0
C
Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear.

20.1 to 35.0
F Operations with delays unacceptable to most drivers occurring due to over-saturation, poor progression, or very long cycle lengths. greater than 80.0 D
Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, and high volume-to-capacity (V/C) ratios. Many vehicles stop and individual cycle failures are noticeable.

35.1 to 55.0
E
Operations with high delays indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences.

55.1 to 80.0
# Intersection Control
Peak
Hour
Avg. Delay
(sec) LOS
Avg. Delay
(sec) LOS
AM 4/26/2022 13.0 B 13.1 B
PM 4/26/2022 13.3 B 13.4 BSignal
Existing
Count
Date
No Project Plus Project
1 St. Francis Blvd &
Southgate Ave

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 11
Project Driveway Design
The Daly City Municipal Code requires a minimum driveway width of 24 feet for a two-way driveway. Per City of Daly City Standard Detail Drawing S-3, commercial driveways are permitted to have a maximum width of 30 feet. The existing driveways proposed to remain on Southgate Avenue are 24 to 30 feet wide, which meet the Daly City requirements. The existing driveway on St. Francis Boulevard is 45 feet wide, which exceeds the City’s maximum width for commercial driveways. The extra width at this location is beneficial given the grade and curvature of this driveway. Furthermore, the extra width allows the driveway to align better with Campana Avenue. The project is not proposing to alter this existing driveway.

Sight Distance at Project Driveways
The project driveways should be free and clear of any obstructions to provide adequate sight distance, thereby ensuring that exiting vehicles can see pedestrians on the sidewalk and vehicles and bicycles traveling on St. Francis Boulevard and Southgate Avenue. Any landscaping and signage should be located in such a way to ensure an unobstructed view for drivers exiting the site.

Providing the appropriate sight distance reduces the likelihood of a collision at a driveway and provides drivers with the ability to locate sufficient gaps in traffic and exit a driveway.

The minimum acceptable sight distance at the driveway is calculated according to the Caltrans recommended stopping sight distance. Sight distance requirements vary depending on roadway speeds. The speed limits on St. Francis Boulevard and Southgate Avenue are 25 mph, and the recommended Caltrans stopping sight distance for 25 mph roadways is 150 feet. Both St. Francis Boulevard and Southgate Avenue are slightly curved along the project frontage, but the curves would not obstruct the view for exiting vehicles. The site plan shows the landscaping along the project frontage would not obstruct the view of drivers exiting the project driveways. However, on- street parking along St. Francis Boulevard and Southgate Avenue could potentially block the view of exiting drivers if there were cars parked next the driveway. Therefore, the street parking south of the St. Francis Boulevard driveway and west of the two Southgate Avenue driveways should be prohibited by painting 25 feet of red curb.

Project Driveway Operations
The driveway operations were evaluated for the driveway on St. Francis Boulevard and the main driveway on Southgate Avenue for general vehicle access. The eastern driveway on Southgate Avenue is for truck access and loading, and operations of this driveway are not expected to be affected by the project.

The project would reduce the number of driveways at the shopping center. On St. Francis Boulevard, the project would remove the northern driveway next to Southgate Avenue. On Southgate Avenue, the project would remove two western driveways closer to St. Francis Boulevard. Driveway counts were conducted for the existing general vehicle access driveways to obtain the number of vehicles accessing the shopping center via each driveway. Figure 6 shows the number of vehicles that access the project driveways under existing conditions and the number of vehicles that would occur at the driveways with the new buildings and grocery space. Under the existing conditions, the grocery store is not occupied. The driveway volumes shown on Figure 6 include pass-by trips.

Southgate Avenue Driveways
The trips that are estimated to occur at the driveway are 86 inbound and 58 outbound trips during the AM peak hour, and 145 inbound and 119 outbound trips during the PM peak hour. There is a center turn lane on Southgate Avenue to facilitate vehicles turning in and out of the driveway. The

Page 342 of 387 ends

D
Y
H
DYH
DYH
DYH
DYH
DYH
TRASH
ROOM

EV EV EV
EV
EV

EVEVEVEVEV
DY
H
DY
H
33'-10"
19'-0"
63'-10"

SUPREME POT RESTAURANT
GROUP A2

HAPPY KITCHEN

GROUP B

M & M MEDICAL SUPPLIES

GROUP B

ABACUS REALTY

GROUP B

WESTLAKE

JEWELERS

GROUP B
VACANT

GROUP B

LECH GO

RESTAURANT

GROUP B

SPEEDYQUEEN LAUNDRY

GROUP B

SPEEDYQUEEN LAUNDRY

GROUP B
HAPAG

RESTAURANT

GROUP B

VALERIO'S TROPICAL

BAKESHOP RETAIL

GROUP B

PINAY ANGEL
RETAIL

GROUP B
ST. FRANCIS DENTAL

GROUP B

TIDY CLEANERS
RETAIL

GROUP B

THE ELITE SALON
RETAIL

GROUP B

JOHNNY AIR CARGO
RETAIL

GROUP B

KADOK'S RESTAURANT

GROUP B

BURMA CAFE

GROUP B

TC PASTRY

N
S
A
I
N
T

F
R
A
N
C
I
S

B
L
V
D

S O U T H G A T E A V E N U E

PROPOSED

SEAFOOD CITY
25,391 S.F.
(E) BUILDING 2
7200 S.F.(E) BUILDING 3
16956 S.F.
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) LOT LINE
(E) UTILITY AREA

PROTECT IN PLACE
(E) POLE &

TRANSFORMER
(E) STAIRS
(N) RAMP
(E) DRIVE AISLE

SWITCHGEAR
(E) BUILDING 1
13,000 S.F.

B E L H A V E N C T
(N) CL FENCE W/

PIPE GUARD
BLDG. 1 (N) FACADE

RENOVATION AREA

UNDER SEPARATE PERMIT
BLDG. 3 (N) FACADE

RENOVATION AREA

STALL UNDER SEPARATE
PERMIT TYP.
(N) ADDITIONAL FUTURE
(3) EV STALL UNDER
SEPARATE PERMIT TYP.

FIRE LANE RED

CURBS BOTH SIDE

FIRE LANE RED

CURBS BOTH SIDE

FIRE LANE RED

CURBS BOTH SIDE
(E) ACCESSIBLE PATH

OF TRAVEL FROM

PUBLIC RIGHT OF WAY
2 (N) ACCESSIBLE PATH

OF TRAVEL

IMAGINARY LINE
MIN. 1HR RATED
(CBC TABLE 602)
2 (N)TRASH

ENCLOSURE W/

AUTOMATIC FIRE

SPRINKLER, WATER

BIB & FLOOR DRAIN
PER DMC.

SEE SHT.#AS2.0
(N) HEIGHT

CLEARANCE BAR
(N) DRIVE THROUGH

DIRECTIONAL SIGNAGE
(N) DRIVE THRU ORDER/

MENU BOARD
(N) PREVIEW

MENU BOARD
(N) SPEAKER POST WITH

DETECTOR LOOP

PICK UP POINT
& PAY WINDOW

LOADING/

UNLOADING RAMP

FUTURE CHARGING

STATION PEDESTAL

CONNECT TO SEAFOOD
CITY PANEL TYP.

FUTURE EV PANEL

PROVIDE EMPTY

CONDUIT CONNECTED
TO SEAFOOD BLDG.

FUTURE CHARGING

STATION PEDESTAL
FUTURE EV.

STATION PEDESTAL
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N)TRASH ENCLOSURE W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
(N) FIRE

HYDRANT

MODIFIED DRIVE AISLE

FUTURE CHARGING STATION PEDESTAL
CONNECT TO SEAFOOD CITY PANEL TYP.

PROPOSED

TRANSFORMER
FOR 2 PAD

BUILDINGS
(N) FIRE

HYDRANT
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
TYP. UNLESS
NOTED
(E) DRIVE AISLE
(E) RETAINING

WALL TO REMAIN
(N) FUTURE LOCATION OF NEW

TRANS CUT INTO HILL SIDE WITH

CMU RETAINING WALL
(N) FUTURE LOCATION

OF NEW TRANS
8 AS1.2
8 AS1.2

SEE RETAIL SET

SEE DRIVE THRU SET
(E) RETAINING

WALL TO REMAIN (E) RETAINING

WALL TO REMAIN
SIGN " NO PEDESTRIAN ACCESS)

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
4 -

PROVIDE (N) POST AND

ACCESSIBLE DIRECTIONAL SIGN
4 -
4 -
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE
(E) PROPERTY LINE (6) BICYCLE
RACK
(6) BICYCLE
RACK
(N) LIGHT POLE
(6) BICYCLE
RACK
(6) BICYCLE
RACK

FIRE HYDRANT
(N)TRASH COMPACTOR W/

AUTOMATIC FIRE SPRINKLER,

WATER BIB & FLOOR DRAIN
PER DMC. SEE SHT.#AS2.0
St. Francis Square Local Traﬃc Analysis and Parking Study Figure 6
Project Trips at Driveways

ST FRANCIS
SQUARE
Dwy
B
Dwy
B
St.

Francis
Blvd
St.

Francis
Blvd
Existing
Existing Plus Project
B
B
D*
E
Dwy
C
St.

Francis
Blvd
Existing (to be removed)C
Southgate
Ave
Dwy
A
Dwy
A
Southgate
Ave
Dwy
D
Southgate
Ave
* Blocked with Cones on Count Date
Dwy
E
Southgate
Ave
Existing Existing Plus ProjectA A
Existing (to be removed)
Existing (to be removed)
18(45)
4(4)
11(30)
8(15)
45(92)
6(7)
28(78)
16(38)
0(2)
0(0) 0(0)
0(0)
8(9)
23(34)
24(34)
4(6)
16(30)
42(89)
51(83)
35(62)
0(0)
0(0)
0(0)
0(0)
2(3)
3(7)
1(4)
11(21)
A
E
D
C
A A
D
E
B
B
B
C
X = Driveway Location
LEGEND
= AM(PM) Peak-Hour Trips
(Before Reduction for
Pass-By Trips)
XX(XX)

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 13
westbound left-turn trips (51 AM and 83 PM peak-hour trips) are expected to have a vehicle delay of 8.5 seconds and 8.1 seconds per vehicle during the AM and PM peak hours, respectively, with a vehicle queue of less than one vehicle. The short vehicle queue would be accommodated within the center turn lane. Therefore, the short delay and vehicle queue is not expected to affect traffic flow on westbound Southgate Avenue. Vehicles turning right into the project site from Southgate Avenue may block the travel lane momentarily due to vehicles slowing down to turn into the driveway, but this would not have a significant effect on traffic operations.

Vehicles turning out of the driveway (58 AM and 119 PM peak-hour trips) are expected to have a vehicle delay of 12.3 seconds and 12.0 seconds per vehicle during the AM and PM peak hours, respectively, with a vehicle queue of less than one vehicle. Due to low traffic volume on Southgate Avenue, outbound traffic would not have problems finding a gap to enter Southgate Avenue. The short vehicle queue in the driveway would not affect on-site vehicle circulation.

St. Francis Boulevard Driveway
The estimated trips occurring at the driveway would be 47 inbound trips and 44 outbound trips during the AM peak hour and 99 inbound trips and 116 outbound trips during the PM peak hour.

The southbound left-turn trips (6 AM and 7 PM peak-hour trips) are expected to have a vehicle delay of 7.9 seconds per vehicle during the AM and PM peak hours with a vehicle queue of less than one vehicle. The short delay and vehicle queue is not expected to affect traffic flow on southbound St. Francis Boulevard.

Vehicles turning right into the project site from St. Francis Boulevard may block the travel lane momentarily due to vehicles slowing down to turn into the driveway, but this would not have a significant effect on traffic operations.

Vehicles turning out of the driveway (44 AM and 116 PM peak-hour trips) are expected to have a vehicle delay of 12.1 seconds and 12.2 seconds per vehicle during the AM and PM peak hours, respectively, with a vehicle queue of less than one vehicle. Due to low traffic volume on St. Francis Boulevard, outbound traffic would not have problems finding a gap to enter St. Francis Boulevard.

The short vehicle queue in the driveway would not affect on-site vehicle circulation.

Vehicle On-Site Circulation
The project would provide 90-degree uniform parking stalls throughout the surface parking lot.

The project proposes internal drive aisles of 26 feet wide, which meets the Daly City Municipal Code guidelines for the minimum driveway aisle width. In general, the project would provide adequate circulation around the surface lot with acceptable drive aisle widths.

There would be a dead-end aisle for the parking area at the north side of the new retail building.

Dead-end aisles are undesirable because drivers can enter the aisle, and upon discovering that there is no available parking, must back out or conduct three-point turns. However, because the drive aisle is short, it is expected that vehicles would be able to see whether there are available stalls upon entering the drive aisle. The site plan shows a new trash enclosure would be located within this dead-end aisle near the St. Francis Boulevard driveway. The project should prepare a trash pick-up plan that shows how garbage collection vehicles would service this enclosure to ensure it would not impede movements to and from the St. Francis Boulevard driveway.

The St. Francis driveway consists of a ramp that connects the surface lot to the street. Currently the intersection at the bottom of the driveway ramp has five approaches. Vehicles entering and exiting the site would need to look for vehicles traveling from different directions when approaching this intersection. The multiple conflict points, sharp turns, and unconventional

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 14
layout could pose a hazard. The site plan shows that the parking lot layout has been revised to reduce the number of intersection approaches.

Drive-Thru Lane Operations
An analysis of drive-thru lane operations was conducted for the proposed new fast-food restaurant to evaluate the adequacy of vehicle queuing space and to identify potential adverse effects within the parking lot and at the nearby site driveway on Southgate Avenue. The proposed restaurant tenant (Chowking) does not have any sites in the United States with drive-thru lanes. Thus, the analysis was based on observations of drive-thru lane operations at the Jollibee restaurant located at 6955 Mission Street, Suite 101, Daly City. This Jollibee restaurant is approximately 3,400 s.f., which is nearly 1,000 s.f. larger than the proposed new Chowking restaurant. Observations were conducted on Thursday, May 5, 2022 and Saturday, May 7, 2022 between 11 AM and 7 PM to record the number of vehicles in the drive-thru lane queue (see Appendix E). Chowking is a wholly owned subsidiary of Jollibee Foods Corporation. Both restaurants originated in the Philippines, and thus share a similar customer base in the United States.

The observations show that the maximum queue waiting to place and pick up orders in the drive- thru lane was six vehicles on Thursday (at 3:05 PM and 6:35 PM) and nine vehicles on Saturday (at 1:25 PM and 1:55 PM). The ordering board is located toward the beginning of the drive-thru lane, so vehicles waiting to place orders queued in the drive aisle leading to the drive-thru lane.

The maximum queue at the ordering board on either day was five vehicles, which occurred at 1:55 PM on Saturday.

The number of customers at the Chowking in South San Francisco was compared to the number of customers at the Jollibee site on the date of observations (see Table 4). Chowking had about 30 percent as many total customers as Jollibee. Therefore, if the proposed new Chowking were to have the same number of total customers as the existing Chowking in South San Francisco and some of the dine-in customers become drive-thru customers, the drive-thru customers at the new Chowking could be about 30 percent of the drive-thru volume at Jollibee. However, the introduction of a drive-thru lane could cause the proposed Chowking restaurant in Daly City to have more customers than the Chowking in South San Francisco. Assuming the number of dine-in customers at the new restaurant matches that at the existing Chowking in South San Francisco, and assuming the new Chowking attracts all new customers to the drive-thru resulting in the same percentage of drive-thru customers as Jollibee, the drive-thru customers at the new Chowking could be as much as 59 percent of the drive-thru volume at Jollibee.

The average service time to take and fill a drive-thru order at Jollibee is about 5 minutes, while Chowking estimates a service time of approximately 10 minutes for its existing dine-in customers.

Chowking is working on producing rice bowls in bulk to reduce its drive-thru service time to meet the average service time found at other quick-service drive-through restaurants. To be conservative, this analysis is based on the existing 10-minute service time. Therefore, with this conservative assumption, for the same number of peak orders, the vehicle queue at Chowking is expected to be a twice as long as the queue at the Jollibee.

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 15
Table 4
Number of Daily Customers Comparison

For the vehicle queuing estimate for the proposed Chowking drive thru, it is conservatively assumed that there would be 59 percent as many peak drive-thru orders as Jollibee. This is based on the ratio of dine-in customers at the existing Chowking to dine-in customers at Jollibee and assumes the new Chowking restaurant would attract new drive-thru customers at the same ratio in comparison to Jollibee. If Chowking takes twice as much time to prepare orders as Jollibee, Chowking could be expected to have a maximum drive-thru queue of 7 vehicles on a weekday and 11 vehicles on a Saturday (including 5 vehicles queued at the pick-up window and 6 vehicles queued at the ordering board). The site plan shows that the drive-thru lane would be approximately 200 feet in length between the pick-up window and the entrance of the drive-thru lane, which can accommodate a queue of about eight vehicles.

The projected drive-thru queue on weekdays could be accommodated within the drive-thru lane.

On Saturdays, the maximum drive-thru queue is expected to extend past the entrance to the drive- thru lane during peak periods. If the ordering board is located 75 feet from the drive-thru entrance, there would be space for the projected maximum pick-up window queue (five vehicles) and three vehicles queued at the order board. That would result in a queue of up to three vehicles that would extend beyond the drive-thru entrance. Therefore, the queue at the ordering board is expected to affect vehicles traveling within the shopping center parking lot during peak periods on a Saturday.

The drive aisle running between the drive-thru lane and the driveway on Southgate Avenue would be about 100 feet long, which could accommodate a queue of four vehicles, which is greater than the estimated drive-thru overflow of three vehicles. Thus, the drive-thru lane is not expected to affect the traffic flow at the shopping center driveway on Southgate Avenue.

Given that this would be the first Chowking restaurant with a drive-through lane, there is some uncertainty about the volume of drive-thru traffic and the drive-thru service rates. Our queuing analysis is based on conservative assumptions (e.g., the drive-through would have the same service time as the existing dine-in service time); thus, the actual drive-thru queue length could be less than estimated in this report. There are several measures Chowking could implement reduce the drive-thru queue length and to manage the drive-through queue to ensure it does not negatively affect traffic entering the site from Southgate Avenue or internal circulation within the shopping center. Chowking will use traffic cones and/or staff during peak periods to direct drive- Store
Total
Customers
Dine-In
Customers
Drive-Thru
Customers
Total
Customers
Dine-In
Customers
Drive-Thru
Customers
Jollibee in Daly City 816 414 402 945 494 451
Chowking in South San Francisco 245 245 - 286 286 -
Existing Chowking/Jollibee Ratio 30% 59% 0% 30% 58% 0%
New Chowking in Daly City 2 483 245 238 547 286 261
New Chowking/Jollibee Ratio 59% 59% 59% 58% 58% 58%
Note:

Weekday 1 Saturday1

1. Number of customers at existing Jollibee in Daly City and Chowking in South San Francisco on Thursday, May 5, 2022 and Saturday, May 7, 2022.

2. The number of dine-in customers at new Chowking is assumed to match that at the existing Chowking in South San Francisco, and the new Chowking is assumed to attract new drive-thru customers in the same percentage of drive-thru customers as Jollibee (402/816=49% drive-thru on weekday 451/945=48% drive-thru on Saturday).

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 16
through traffic to continue past the first east-west drive aisle after entering the site from Southgate Avenue to ensure that any excess drive-through queue is contained within the parking lot and does not impede traffic entering the shopping center from Southgate Avenue.

Parking Analysis
According to the Section 17.34.020 of the City Code, the required parking for the shopping center is calculated based on the requirements for “Fast Food Restaurant or Drive-In” and “All Other Retail or Service Commercial,” as listed below:
• Fast Food Restaurant or Drive-In: one space per 75 s.f. of gross floor area. • All Other Retail or Service Commercial: one space for each 300 s.f. of gross floor area up to 21,000 s.f.; thereafter, one space for each 200 s.f. of gross floor area.

The shopping center would require 33 parking spaces for the fast-food restaurant and 312 parking spaces for all other uses, for a total of 345 parking spaces. The shopping center would provide 262 parking spaces, which are 83 spaces fewer than the required spaces. According to the City Code, for mixed-use developments, the City planner may grant a reduction in the overall off-street parking requirement by no more than 20 percent (from 345 to 276 spaces) if the individual activities within a single complex were considered separately. The City planner will consider the types of activities proposed and the ratio of floor areas involved, the section of the city within which the project would be located, and any other pertinent factors in determining what, if any, reduction in the off-street parking requirement may be warranted.

Because the proposed parking spaces are fewer than the required spaces, a parking demand analysis was conducted to estimate the parking demand of the shopping center based on the vehicle parking counts conducted for the shopping center and the ITE Parking Generation Manual, 5th Edition, for the proposed the proposed retail building, fast-food restaurant, and the grocery store. The estimated parking demand for the new uses were added to the existing parking demand to determine if the proposed parking supply would be adequate.

Vehicle parking counts were conducted for the shopping center on Thursday, May 5, 2022, and Saturday, May 7, 2022, between 8 AM to 8 PM to determine the existing parking demand of the shopping center. The peak parking demand was 111 and 141 spaces at 7 PM on Thursday and Saturday, respectively (see Appendix F). The existing grocery space is currently vacant. The existing 37,306 s.f. of occupied retail space requires 152 parking spaces according to the City Code; while the parking demand is estimated to be 137 and 140 parking spaces on a weekday and a Saturday, respectively, based on the ITE 85th percentile parking demand rates for shopping centers, as listed below. The peak parking demand for the existing retail space is consistent with the peak parking demand estimated using ITE’s parking demand rates.

The project would add a 2,480 s.f. fast-food restaurant and 32,060 s.f. shopping center space (a 6,657 s.f. retail building and a 25,405 s.f. grocery store). The 85th percentile parking demand for these land uses are listed below:
• Fast-food restaurant with drive-through window (Land Use 934): 13.78 and 14.2 spaces per 1,000 s.f. on a weekday and Saturday, respectively.
• Shopping center (Land Use 820): 3.68 and 3.74 spaces per 1,000 s.f. on a non-December weekday and Saturday, respectively.

The individual parking demand for the fast-food restaurant and shopping center space would be 34 and 118 spaces on a weekday, respectively, and 35 and 120 spaces on a Saturday, respectively.

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 17
For the fast-food restaurant, an internal captive rate of 60% was applied according to the Urban Land Institute (ULI) Shared Parking Manual, 3rd Edition.

Because each use would have peak parking demands occurring at different times of the day, a shared parking analysis was conducted to determine the overall peak parking demand for the shopping center as a whole. Table 5 shows the time-of-day parking demand for each new use based on the rates published in the ITE Parking Generation Manual. The maximum parking demand for the St. Francis Square with the new buildings would be 226 and 250 spaces on a weekday and Saturday. Therefore, the proposed parking supply of 262 spaces would be sufficient to accommodate the projected peak parking demand upon buildout of the proposed project. The parking lot modifications resulting in a total of 262 spaces would be completed during the construction of the grocery store expansion. Thus, the parking supply would be more than adequate during this interim phase prior to the construction of the proposed drive-thru restaurant.

Table 5
Time of Day Parking Demand

Conclusions
The traffic operations analysis for the proposed expansion of the St. Francis Square shopping center shows that vehicle trips generated by the project would not cause an adverse effect on traffic operations at the adjacent St. Francis Boulevard/Southgate Avenue intersection and the project driveways.

Weekday Saturday Weekday Saturday Weekday Saturday Weekday Saturday 8:00 am 51 59 4 4 18 32 73 95
9:00 am 68 78 4 4 38 55 110 137
10:00 am 82 93 4 4 64 80 150 177
11:00 am 94 101 8 7 84 102 186 210
12:00 pm 88 105 14 12 117 114 219 231
1:00 pm 96 113 12 14 118 120 226 247
2:00 pm 93 121 8 11 106 118 207 250
3:00 pm 87 97 6 7 98 110 191 214
4:00 pm 74 86 6 4 96 103 176 193
5:00 pm 76 98 8 7 99 95 183 200
6:00 pm 89 106 9 10 101 85 199 201
7:00 pm 111 141 3 9 94 83 208 233
8:00 pm 107 114 3 9 74 72 184 195
111 141 14 14 118 120 226 250
Notes:
85th percentile parking demand and time of day parking rates based on ITE Parking Generation Manual, 5th Edition.

1. Vehicle parking counts were conducted for the shopping center on Thursday May 5, 2022 and Saturday May 7, 2022.

Total Demand
Parking Demand by Each Use Max. Demand

3. Based on the ITE parking demand rates for shopping center (Land Use 820). Include the proposed and existing unoccupied space.

Hour
Beginning
Existing Occupied
Spaces1
Fast-Food
Restaurant2
Additional Shopping
Center Space3

2. Based on the ITE parking demand rates for fast-food restaurant with drive-through window (Land Use 934). An internal captive rate of 60% is applied according to the ULI Shared Parking Manual, 3rd edition.

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St. Francis Square Local Traffic Analysis and Parking Study February 13, 2023 P a g e | 18
Hexagon has the following recommendations resulting from the evaluation of site access and parking demand.
• The street parking south of the St. Francis Boulevard driveway and west of the two Southgate Avenue driveways should be prohibited by painting 25 feet of red curb. • The site plan shows a new trash enclosure would be located within this dead-end aisle near the St. Francis Boulevard driveway. The project should prepare a trash pick-up plan that shows how garbage collection vehicles would service this enclosure to ensure it would not impede movements to and from the St. Francis Boulevard driveway. • Chowking should use traffic cones and/or staff during peak periods to direct drive-through traffic to continue past the first east-west drive aisle after entering the site from Southgate Avenue to ensure that any excess drive-through queue is contained within the parking lot and does not impede traffic entering the shopping center from Southgate Avenue.

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Appendix A

Project Trip Generation Estimates Using
Separate Trip Rate for Fast-Food Restaurant

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Project Trip Generation Estimates using Separate Trip Rate for Fast-Food Restaurant Trip Trip Trip
Land Use Rate Trips Rate In Out Total Rate In Out In Out Total Shopping Center with Proposed Expansion
Shopping Plaza1
69,368 s.f. 97.33 6,751 3.53 152 93 245 9.38 48% 52% 312 339 651 Internal Captured Trip Reduction2
-362 -8 -12 -20 -16 -12 -28
Pass-by Trip Reduction3
-2,556 -56 -34 -90 ### -129 -249
Fast Food Restaurant with Drive-Through4
2,480 s.f. 467.48 1,159 44.61 57 54 111 33.03 52% 48% 43 39 82 Internal Captured Trip Reduction2
-288 -12 -8 -20 -12 -16 -28
Pass-by Trip Reduction3
-435 -23 -23 -46 -22 -5 -27
4,269 110 70 180 185 216 401
Existing Shopping Center
Shopping Plaza1
37,306 s.f.5
114.83 4,284 3.53 82 50 132 10.86 48% 52% 194 211 405
Pass-by Reduction3
-1,714 -33 -20 -53 -78 -84 -162
2,570 49 30 79 116 127 243
Proposed Expansion
Shopping Plaza 34,542 s.f.6
2,467 70 43 113 0% 0% 118 128 246
Pass-by Reduction -842 -23 -14 -37 -42 -45 -87
Total Net Project Trips 1,699 61 40 101 69 89 158
Notes:

All trip rates are from ITE Trip Generation Manual, 11th Edition .

6. Total increase in occupied space due to reoccupancy of existing space and construction of new space.

5. Existing shopping plaza square footage represents only currently occupied space.

Size

3. A 40% and 50% pass-by trip reduction was applied for Shopping Plaza (40-150k) and Fast Food Restaurant with Drive-Through Window, respectively, based the ITE average pass-by rates. Pass-by trip reductions were applied to the external trips (after reductions for internal captured trips).

Daily AM Peak Hour PM Peak Hour
Trips Splits Trips
Total Trips with Expansion
Total Shopping Center Trips

4. Daily, AM and PM peak-hour trips were estimated using the average trip rate (in trips per 1,000 square feet) for Fast-Food Restaurant with Drive-Through Window (Land Use 934).

2. Peak-hour trip reductions for internal capture in a mixed-use developmment were estimated using the ITE Internal Trip Capture Estimator Tool (NCHRP 8-51) . Daily trip reductions were estimated based on ratio of daily trips to peak hour trips.

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Appendix B

Traffic Counts

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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
4 6
5 11
29 32
16 6
109
88 Date: 04/26/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.4% 0.59
TOTAL 2.3% 0.71
TH RT
WB 1.7% 0.72
NB 3.6% 0.76
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 2.7% 0.80

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Southgate Ave Southgate Ave St Francis Blvd St Francis Blvd 15-min Total

UT LT TH RT
0 4 19 3 0 5
8 7 2 78 0
7:15 AM 0 2 16 13
3 0 2 6 7 07:00 AM 0 4 18 4 0 5 12
10 19 3 120 0
7:45 AM 0 4 34 12
8 0 9 5 11 0
97 0
7:30 AM 0 5 30 2 0 8 10
14 8 0 2 11 0
182 477
8:00 AM 0 6 68 8 0 15 42
9 26 0 8 24 50 12 26 8 0 14
0 20 40 20 0 16
34 38 9 318 717
8:15 AM 0 3 63 12
15 0 16 29 38 0
20 24 1 166 1,027
8:45 AM 0 1 42 5
4 0 11 14 13 0
361 981
8:30 AM 0 1 41 10 0 10 17
30 37 0 44 64 12
154 9996 15 0 9 16 215 7 22 7 0 7
Count Total 0 26 312 66 15 81 188 135 203 34 1,476 0
Peak
Hour
All 0 14 206
68 0 80 113 155 0
0 1 3 0 24 01 3 0 6 1 2
27 1,027 0
HV 0 0 2 5 0 0
57 82 114 0 106 15042 0 57 125 47 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
2% - 1% 2% 0% 2%0% 1% 6% - 11% 1%HV% - 0% 1% 12% -
0 4
7:15 AM 1 0 2 0 3 0 0
0 0 0 0 0 0
West North South
7:00 AM 2 0 1 0 3 0
EB WB NB SB Total East
7:45 AM 1 1 1 0 3
1 2 1 0 4 0
2 7:30 AM 2 0 1 0 3 1 0 0
0 0 0 2 1 1
11 6
8:15 AM 2 1 2 0 5 3 0
0 0 0 0 12 0
2 3 2
8:00 AM 2 1 3 3 9 0
0 0 0 0 0 4
8:45 AM 1 1 1 0 3
0 0 3 1 4 8
10 8:30 AM 2 1 3 1 7 0 0 0
0 0 3 8 2 12
1 1 30 0 0 0 0 1
36 35
Peak Hour 7 4 9 4 24 3 0
0 0 1 5 31 7Count Total 13 5 14 4 36 4
260 0 3 27 5 30
2 1
0 0
0 0
0 0
0 0
0 0
30 26
5 27
N
St Francis Blvd
Southgate Ave
Southgate AveSt Francis Blvd
Southgate Ave
St Francis Blvd
1,027TEV:

0.71PHF: 27
150
106
283
143
0 47
125
57 229
426
0 114
82 57
253
249
0 42
206
14 262
209
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

SouthboundNorthboundWestboundEastbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Southgate Ave Southgate Ave St Francis Blvd St Francis Blvd 15-min
Total
Rolling
One HourEastbound Westbound
0 0 0 3 0
7:15 AM 0 0 0 1
0 0 1 0 0 0
TH RT
7:00 AM 0 0 1 1 0 0 0

UT LT TH RT UT LT
3 0
7:30 AM 0 0 1 1 0 0 0
0 0 0 0 0 00 0 0 0 0 2
0 0 0 1 0 1
0 0 0 3 0
7:45 AM 0 0 0 1
0 0 1 0 0 0
1 2 0 9 18
8:15 AM 0 0 0 2
1 0 2 0 1 0
3 12
8:00 AM 0 0 1 1 0 0 0
0 0 0 0 0 0
5 20
8:30 AM 0 0 1 1 0 0 1
0 0 0 0 0 00 0 0 1 0 2
0 0 0 1 0 1
0 1 0 7 24
8:45 AM 0 0 0 1
0 0 1 1 1 0
3 240 0 0 0 0 0
1 3 0 36 0
Peak Hour 0 0 2 5
4 0 11 1 2 0Count Total 0 0 4 9 0 0 1
0 07:00 AM
RT
24 0
Interval
Start
Southgate Ave Southgate Ave St Francis Blvd St Francis Blvd 15-min
Total
Rolling
One Hour
1 2 0 1 3 00 0 1 3 0 6

RTTHLT RTTHLTRT
2 8:00 AM
000 0
2 0
7:45 AM
0 0 0 1
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 3
8:45 AM
0 0 0 0
5 8:30 AM
30 0 0 00 0
0 2
8:15 AM
0 0 0
0 1 2
0 0 0
0 0 0
3000 00 0 0 0
Peak Hour
1 0Count Total
0 THLT
30 0 0 00 0
5 000 0 0
0 0
0 0
0000
0 0
0 00
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 210 0 0 0
220 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 7
9 7
9 12
7 7
59 37
Date: 04/26/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.7% 0.77
TOTAL 1.9% 0.90
TH RT
WB 0.3% 0.87
NB 3.6% 0.91
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 3.4% 0.88

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Southgate Ave Southgate Ave St Francis Blvd St Francis Blvd 15-min Total

UT LT TH RT
0 10 54 13 0 16
14 10 4 215 0
4:15 PM 0 1 36 11
11 0 13 18 17 04:00 PM 0 5 43 10 0 15 55
17 13 4 219 0
4:45 PM 0 2 45 9
14 0 16 21 15 0
210 0
4:30 PM 0 1 44 14 0 10 50
22 9 0 16 17 5
219 863
5:00 PM 0 6 28 9 0 15 43
23 13 0 8 21 30 5 52 17 0 21
0 12 53 22 0 16
11 17 2 194 842
5:15 PM 0 0 40 9
11 0 11 27 14 0
20 12 2 219 875
5:45 PM 0 5 29 11
14 0 23 30 13 0
243 875
5:30 PM 0 2 36 7 0 8 52
29 16 0 19 19 8
172 82815 6 0 11 12 60 8 42 16 0 11
Count Total 0 22 301 80 0 83 401 116 121 34 1,691 0
Peak
Hour
All 0 9 157
118 0 127 185 103 0
0 1 0 0 17 00 1 0 7 1 0
17 875 0
HV 0 0 1 6 0 0
64 100 58 0 55 7041 0 42 198 64 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 2% 0% 0% 2%0% 0% 2% - 11% 1%HV% - 0% 1% 15% -
0 1
4:15 PM 1 1 2 1 5 0 0
0 0 0 1 0 0
West North South
4:00 PM 3 1 1 0 5 1
EB WB NB SB Total East
4:45 PM 2 1 2 0 5
0 0 2 2 3 2
0 4:30 PM 1 0 2 1 4 0 0 0
0 0 0 3 0 4
0 5
5:15 PM 1 0 2 0 3 0 0
0 1 0 1 4 0
3 2 1
5:00 PM 3 0 2 0 5 0
0 0 0 0 0 1
5:45 PM 1 1 1 0 3
0 0 2 3 1 1
6 5:30 PM 3 0 2 0 5 0 0 0
1 0 1 2 2 2
1 2 30 0 0 1 1 1
14 19
Peak Hour 7 1 8 1 17 0 0
0 2 1 4 15 11Count Total 15 4 14 2 35 1
142 0 2 9 7 7
0 0
0 0
0 0
0 0
2 0
0 0
7 14
7 9
N
St Francis Blvd
Southgate Ave
Southgate AveSt Francis Blvd
Southgate Ave
St Francis Blvd
875TEV:

0.9PHF: 17
70 55
142
173
0 64
198
42 304
270
0 58
100
64 222
153
0 41
157
9 207
279
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

SouthboundNorthboundWestboundEastbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Southgate Ave Southgate Ave St Francis Blvd St Francis Blvd 15-min
Total
Rolling
One HourEastbound Westbound
0 0 0 5 0
4:15 PM 0 0 0 1
0 0 1 0 0 0
TH RT
4:00 PM 0 0 1 2 0 1 0

UT LT TH RT UT LT
5 0
4:30 PM 0 0 0 1 0 0 0
1 0 0 0 1 00 0 1 0 0 1
0 0 0 1 0 2
1 0 0 4 0
4:45 PM 0 0 0 2
0 0 2 0 0 0
0 0 0 5 19
5:15 PM 0 0 0 1
0 0 1 1 0 0
5 19
5:00 PM 0 0 1 2 0 0 0
0 0 0 0 0 0
3 17
5:30 PM 0 0 1 2 0 0 0
0 0 0 0 0 00 0 0 0 0 2
0 0 0 1 0 1
0 0 0 5 18
5:45 PM 0 0 0 1
0 0 1 1 0 0
3 160 0 0 0 0 0
1 1 0 35 0
Peak Hour 0 0 1 6
2 0 11 3 0 0Count Total 0 0 3 12 0 1 1
1 04:00 PM
RT
17 0
Interval
Start
Southgate Ave Southgate Ave St Francis Blvd St Francis Blvd 15-min
Total
Rolling
One Hour
1 0 0 1 0 00 0 0 1 0 7

RTTHLT RTTHLTRT
1 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 2
5:45 PM
0 0 0 0
2 5:30 PM
10 0 0 01 0
1 1
5:15 PM
1 0 0
0 0 0
0 0 0
0 0 0
3100 00 0 0 0
Peak Hour
0 1Count Total
0 THLT
20 0 0 02 0
4 002 0 0
0 0
0 1
0010
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 000 0 0 0
010 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

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Page 357 of 387 ends

Location: St Francis Square, Daly City
Date: 4/26/2026
Count Duration: 12 HRS
Site Code: Driveway 1, on St Francis Blvd s/o Southgate Ave Left In Right In Left Out Right Out
7:00 0 3 2 0
7:15 0 3 2 0
7:30 0 1 0 1
7:45 0 3 3 0
8:00 0 7 2 2
8:15 2 2 2 1
8:30 2 5 4 3
8:45 0 4 3 2
9:00 1 5 2 1
9:15 2 8 3 2
9:30 0 6 4 3
9:45 1 4 5 1
10:00 0 13 6 1
10:15 1 8 9 2
10:30 1 10 8 3
10:45 1 4 7 4
11:00 3 16 4 3
11:15 2 8 5 3
11:30 1 9 4 2
11:45 0 4 10 9
12:00 3 13 5 3
12:15 0 11 10 1
12:30 1 8 6 2
12:45 1 10 4 3
13:00 1 14 6 3
13:15 0 11 8 3
13:30 0 12 8 3
13:45 0 8 9 2
14:00 0 6 2 4
14:15 2 7 6 4
14:30 2 10 8 5
14:45 3 6 3 1
15:00 2 9 1 5
15:15 0 13 6 4
15:30 2 6 7 5
15:45 1 15 8 2
16:00 0 11 9 7
16:15 2 10 6 3
16:30 2 13 11 2
16:45 1 16 10 3
17:00 1 9 5 3
17:15 1 6 8 4
17:30 1 14 7 5
17:45 0 11 3 5
18:00 4 9 2 4
18:15 2 10 8 3
18:30 0 4 3 5
18:45 1 9 4 3
12-HOUR TOTAL 50 404 258 140 852
Tuesday, April 26, 2022
Total
In Out
Time Volume Volume
18 41
48 78
83 83
71 81
88 69
86 106

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Location: St Francis Square, Daly City
Date: 4/26/2026
Count Duration: 12 HRS
Site Code: Driveway 2, on St Francis Blvd s/o Southgate Ave Left In Right In Left Out Right Out
7:00 0 1 0 0
7:15 0 1 1 0
7:30 0 0 0 0
7:45 0 0 0 0
8:00 0 0 0 0
8:15 0 0 0 0
8:30 0 0 0 0
8:45 0 0 0 0
9:00 0 0 0 0
9:15 0 1 0 0
9:30 0 0 0 0
9:45 0 0 0 0
10:00 0 0 0 0
10:15 0 0 0 0
10:30 0 0 0 0
10:45 0 0 0 1
11:00 0 0 0 0
11:15 0 0 0 0
11:30 1 1 0 0
11:45 0 0 0 0
12:00 0 0 0 0
12:15 0 1 0 0
12:30 1 1 0 0
12:45 0 0 0 0
13:00 0 0 0 0
13:15 0 0 0 0
13:30 0 0 0 0
13:45 0 0 0 0
14:00 0 0 0 0
14:15 0 0 0 0
14:30 0 1 0 0
14:45 0 0 0 1
15:00 0 0 0 0
15:15 0 0 0 0
15:30 0 0 0 0
15:45 0 2 0 0
16:00 0 0 0 0
16:15 0 0 1 0
16:30 0 2 0 0
16:45 0 0 0 0
17:00 0 0 0 0
17:15 0 1 0 0
17:30 0 1 0 0
17:45 0 0 0 0
18:00 0 1 0 0
18:15 0 1 0 0
18:30 0 2 0 0
18:45 0 0 0 0
12-HOUR TOTAL 2 17 2 2 0
2 4
2 2
3 3
0 1
Time Volume Volume
3 0
1 Tuesday, April 26, 2022
In Out
Total
2

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Location: St Francis Square, Daly City
Date: 4/26/2026
Count Duration: 12 HRS
Site Code: Driveway 4, on Southgate Ave e/o St Francis Blvd Left In Right In Left Out Right Out
7:00 0 1 0 2
7:15 0 2 0 2
7:30 0 0 0 0
7:45 1 0 0 1
8:00 0 4 2 2
8:15 0 2 0 0
8:30 0 1 0 0
8:45 1 4 0 1
9:00 0 2 1 0
9:15 0 3 2 0
9:30 0 9 2 2
9:45 1 4 2 1
10:00 1 4 2 4
10:15 0 5 1 4
10:30 1 4 1 3
10:45 2 3 1 1
11:00 1 2 0 0
11:15 0 4 0 4
11:30 0 7 1 0
11:45 0 1 0 1
12:00 3 3 1 0
12:15 0 11 0 1
12:30 0 1 2 3
12:45 0 5 1 0
13:00 2 2 3 3
13:15 1 4 0 1
13:30 1 8 0 1
13:45 1 3 2 2
14:00 1 2 0 0
14:15 1 6 0 2
14:30 3 8 1 3
14:45 1 4 0 2
15:00 4 3 1 1
15:15 0 3 1 1
15:30 1 4 1 2
15:45 2 2 1 2
16:00 1 2 2 0
16:15 0 3 2 2
16:30 0 8 0 0
16:45 2 3 0 1
17:00 0 4 1 3
17:15 2 7 1 1
17:30 0 7 1 2
17:45 0 2 2 3
18:00 0 6 2 0
18:15 2 4 0 0
18:30 0 4 2 1
18:45 0 2 0 3
12-HOUR TOTAL 36 183 42 68 329
36 26
34 29
26 31
34 37
Time Volume Volume
9 17
29 Tuesday, April 26, 2022
In Out
Total
21

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Location: St Francis Square, Daly City
Date: 4/26/2026
Count Duration: 12 HRS
Site Code: Driveway 5, on Southgate Ave e/o St Francis Blvd Left In Right In Left Out Right Out
7:00 2 0 1 0
7:15 3 0 1 2
7:30 3 0 0 3
7:45 4 0 1 6
8:00 2 2 1 3
8:15 9 2 1 9
8:30 8 0 2 5
8:45 5 0 4 6
9:00 11 2 2 11
9:15 5 0 2 6
9:30 8 1 2 12
9:45 6 1 0 8
10:00 11 2 0 13
10:15 10 1 2 9
10:30 13 1 6 10
10:45 11 0 4 6
11:00 12 2 2 17
11:15 8 1 1 9
11:30 15 0 3 10
11:45 15 1 3 11
12:00 8 2 1 9
12:15 7 0 1 14
12:30 11 0 2 11
12:45 10 0 2 11
13:00 7 1 5 11
13:15 6 0 4 10
13:30 7 0 1 9
13:45 10 1 2 14
14:00 9 0 0 5
14:15 5 1 1 6
14:30 8 2 5 9
14:45 8 0 2 8
15:00 8 0 1 17
15:15 15 1 3 14
15:30 10 2 2 11
15:45 17 1 4 11
16:00 8 1 1 11
16:15 5 0 2 7
16:30 6 0 3 11
16:45 11 1 4 10
17:00 6 3 0 7
17:15 8 1 3 8
17:30 9 1 2 9
17:45 11 0 2 6
18:00 10 1 2 9
18:15 11 1 4 4
18:30 5 0 0 9
18:45 6 0 1 15
12-HOUR TOTAL 403 36 98 432 969
76 78
69 117
81 89
88 99
Time Volume Volume
26 59
77 Tuesday, April 26, 2022
In Out
Total
110

Page 361 of 387 ends

Appendix C

Level of Service Calculations

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HCM 2010 Signalized Intersection Summary Existing AM
1: Southgate Ave & St. Francis Blvd 05/10/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\EX_AM.syn Synchro 10 Report Hexagon Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 206 42 57 125 47 57 82 114 106 150 27 Future Volume (veh/h) 14 206 42 57 125 47 57 82 114 106 150 27 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 15 224 46 62 136 51 62 89 124 115 163 29 Adj No. of Lanes 1 1 0 1 1 0 1 1 0 1 1 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 309 365 75 247 315 118 781 424 590 756 924 164 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 1192 1500 308 1105 1293 485 1186 706 983 1164 1540 274 Grp Volume(v), veh/h 15 0 270 62 0 187 62 0 213 115 0 192 Grp Sat Flow(s),veh/h/ln 1192 0 1808 1105 0 1777 1186 0 1689 1164 0 1814 Q Serve(g_s), s 0.6 0.0 7.6 3.0 0.0 5.1 1.4 0.0 3.3 2.9 0.0 2.7 Cycle Q Clear(g_c), s 5.7 0.0 7.6 10.7 0.0 5.1 4.1 0.0 3.3 6.2 0.0 2.7 Prop In Lane 1.00 0.17 1.00 0.27 1.00 0.58 1.00 0.15
Lane Grp Cap(c), veh/h 309 0 440 247 0 432 781 0 1014 756 0 1089 V/C Ratio(X) 0.05 0.00 0.61 0.25 0.00 0.43 0.08 0.00 0.21 0.15 0.00 0.18 Avail Cap(c_a), veh/h 776 0 1148 680 0 1128 781 0 1014 756 0 1089 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.8 0.0 19.3 24.1 0.0 18.4 6.1 0.0 5.3 6.7 0.0 5.1 Incr Delay (d2), s/veh 0.1 0.0 1.4 0.5 0.0 0.7 0.2 0.0 0.5 0.4 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 3.9 1.0 0.0 2.6 0.5 0.0 1.7 1.0 0.0 1.4 LnGrp Delay(d),s/veh 20.9 0.0 20.7 24.6 0.0 19.1 6.3 0.0 5.7 7.1 0.0 5.5 LnGrp LOS C C C B A A A A
Approach Vol, veh/h 285 249 275 307
Approach Delay, s/veh 20.7 20.5 5.9 6.1
Approach LOS C C A A
Timer 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 39.0 18.5 39.0 18.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 34.5 36.5 34.5 36.5
Max Q Clear Time (g_c+I1), s 6.1 9.6 8.2 12.7
Green Ext Time (p_c), s 1.6 1.7 1.6 1.3
Intersection Summary
HCM 2010 Ctrl Delay 13.0
HCM 2010 LOS B

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HCM 2010 Signalized Intersection Summary Existing PM
1: Southgate Ave & St. Francis Blvd 05/10/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\EX_PM.syn Synchro 10 Report Hexagon Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 157 41 42 198 64 64 100 58 55 70 17 Future Volume (veh/h) 9 157 41 42 198 64 64 100 58 55 70 17 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 10 171 45 46 215 70 70 109 63 60 76 18 Adj No. of Lanes 1 1 0 1 1 0 1 1 0 1 1 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 232 324 85 286 306 100 883 656 379 806 862 204 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1090 1422 374 1161 1347 439 1297 1109 641 1208 1457 345 Grp Volume(v), veh/h 10 0 216 46 0 285 70 0 172 60 0 94 Grp Sat Flow(s),veh/h/ln 1090 0 1797 1161 0 1785 1297 0 1750 1208 0 1802 Q Serve(g_s), s 0.4 0.0 5.3 1.8 0.0 7.3 1.2 0.0 2.2 1.2 0.0 1.1 Cycle Q Clear(g_c), s 7.7 0.0 5.3 7.1 0.0 7.3 2.3 0.0 2.2 3.4 0.0 1.1 Prop In Lane 1.00 0.21 1.00 0.25 1.00 0.37 1.00 0.19
Lane Grp Cap(c), veh/h 232 0 409 286 0 406 883 0 1036 806 0 1067 V/C Ratio(X) 0.04 0.00 0.53 0.16 0.00 0.70 0.08 0.00 0.17 0.07 0.00 0.09 Avail Cap(c_a), veh/h 892 0 1496 988 0 1487 883 0 1036 806 0 1067 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.3 0.0 16.9 20.0 0.0 17.7 4.9 0.0 4.6 5.4 0.0 4.4 Incr Delay (d2), s/veh 0.1 0.0 1.1 0.3 0.0 2.2 0.2 0.0 0.3 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 2.7 0.6 0.0 3.8 0.5 0.0 1.2 0.4 0.0 0.6 LnGrp Delay(d),s/veh 21.3 0.0 18.0 20.3 0.0 19.9 5.1 0.0 4.9 5.5 0.0 4.5 LnGrp LOS C B C B A A A A
Approach Vol, veh/h 226 331 242 154
Approach Delay, s/veh 18.1 20.0 5.0 4.9
Approach LOS B B A A
Timer 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 34.0 15.8 34.0 15.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 29.5 41.5 29.5 41.5
Max Q Clear Time (g_c+I1), s 4.3 9.7 5.4 9.3
Green Ext Time (p_c), s 1.2 1.4 0.7 2.0
Intersection Summary
HCM 2010 Ctrl Delay 13.3
HCM 2010 LOS B

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HCM 2010 Signalized Intersection Summary Existing+Proj AM 1: Southgate Ave & St. Francis Blvd 05/12/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_AM.syn Synchro 10 Report Hexagon Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 215 42 57 128 47 59 85 114 109 151 27 Future Volume (veh/h) 14 215 42 57 128 47 59 85 114 109 151 27 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 15 234 46 62 139 51 64 92 124 118 164 29 Adj No. of Lanes 1 1 0 1 1 0 1 1 0 1 1 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 313 376 74 246 323 119 774 429 579 748 919 163 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 1188 1513 297 1095 1301 477 1185 720 971 1161 1542 273 Grp Volume(v), veh/h 15 0 280 62 0 190 64 0 216 118 0 193 Grp Sat Flow(s),veh/h/ln 1188 0 1810 1095 0 1779 1185 0 1691 1161 0 1815 Q Serve(g_s), s 0.6 0.0 8.0 3.1 0.0 5.2 1.5 0.0 3.4 3.0 0.0 2.8 Cycle Q Clear(g_c), s 5.8 0.0 8.0 11.0 0.0 5.2 4.3 0.0 3.4 6.5 0.0 2.8 Prop In Lane 1.00 0.16 1.00 0.27 1.00 0.57 1.00 0.15
Lane Grp Cap(c), veh/h 313 0 450 246 0 442 774 0 1008 748 0 1082 V/C Ratio(X) 0.05 0.00 0.62 0.25 0.00 0.43 0.08 0.00 0.21 0.16 0.00 0.18 Avail Cap(c_a), veh/h 767 0 1142 664 0 1122 774 0 1008 748 0 1082 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.8 0.0 19.3 24.2 0.0 18.3 6.3 0.0 5.4 6.9 0.0 5.3 Incr Delay (d2), s/veh 0.1 0.0 1.4 0.5 0.0 0.7 0.2 0.0 0.5 0.5 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 4.1 1.0 0.0 2.6 0.5 0.0 1.7 1.0 0.0 1.5 LnGrp Delay(d),s/veh 20.8 0.0 20.8 24.8 0.0 19.0 6.5 0.0 5.9 7.4 0.0 5.6 LnGrp LOS C C C B A A A A
Approach Vol, veh/h 295 252 280 311
Approach Delay, s/veh 20.8 20.4 6.0 6.3
Approach LOS C C A A
Timer 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 39.0 18.9 39.0 18.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 34.5 36.5 34.5 36.5
Max Q Clear Time (g_c+I1), s 6.3 10.0 8.5 13.0
Green Ext Time (p_c), s 1.6 1.8 1.6 1.3
Intersection Summary
HCM 2010 Ctrl Delay 13.1
HCM 2010 LOS B

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HCM 2010 Signalized Intersection Summary Existing+Proj PM 1: Southgate Ave & St. Francis Blvd 05/12/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_PM.syn Synchro 10 Report Hexagon Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 172 41 42 209 64 70 108 58 61 72 17 Future Volume (veh/h) 9 172 41 42 209 64 70 108 58 61 72 17 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 10 187 45 46 227 70 76 117 63 66 78 18 Adj No. of Lanes 1 1 0 1 1 0 1 1 0 1 1 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 231 340 82 282 320 99 872 669 360 790 859 198 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1078 1452 349 1144 1367 421 1294 1140 614 1199 1465 338 Grp Volume(v), veh/h 10 0 232 46 0 297 76 0 180 66 0 96 Grp Sat Flow(s),veh/h/ln 1078 0 1801 1144 0 1788 1294 0 1754 1199 0 1803 Q Serve(g_s), s 0.4 0.0 5.7 1.9 0.0 7.7 1.4 0.0 2.4 1.3 0.0 1.2 Cycle Q Clear(g_c), s 8.1 0.0 5.7 7.5 0.0 7.7 2.5 0.0 2.4 3.7 0.0 1.2 Prop In Lane 1.00 0.19 1.00 0.24 1.00 0.35 1.00 0.19
Lane Grp Cap(c), veh/h 231 0 422 282 0 419 872 0 1029 790 0 1058 V/C Ratio(X) 0.04 0.00 0.55 0.16 0.00 0.71 0.09 0.00 0.17 0.08 0.00 0.09 Avail Cap(c_a), veh/h 868 0 1487 958 0 1476 872 0 1029 790 0 1058 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.4 0.0 16.9 20.2 0.0 17.7 5.1 0.0 4.8 5.6 0.0 4.5 Incr Delay (d2), s/veh 0.1 0.0 1.1 0.3 0.0 2.2 0.2 0.0 0.4 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 3.0 0.6 0.0 4.0 0.5 0.0 1.3 0.5 0.0 0.6 LnGrp Delay(d),s/veh 21.5 0.0 18.0 20.5 0.0 19.9 5.3 0.0 5.2 5.9 0.0 4.7 LnGrp LOS C B C B A A A A
Approach Vol, veh/h 242 343 256 162
Approach Delay, s/veh 18.2 20.0 5.2 5.2
Approach LOS B B A A
Timer 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 34.0 16.3 34.0 16.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 29.5 41.5 29.5 41.5
Max Q Clear Time (g_c+I1), s 4.5 10.1 5.7 9.7
Green Ext Time (p_c), s 1.3 1.5 0.7 2.1
Intersection Summary
HCM 2010 Ctrl Delay 13.4
HCM 2010 LOS B

Page 366 of 387 ends

Appendix D

Vehicle Queuing Calculations

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Queues Existing AM
1: Southgate Ave & St. Francis Blvd 05/10/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\EX_AM.syn Synchro 10 Report Hexagon Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 15 270 62 187 62 213 115 192
v/c Ratio 0.06 0.63 0.32 0.43 0.09 0.20 0.16 0.17
Control Delay 16.8 25.1 22.7 18.3 5.9 3.5 6.5 5.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.8 25.1 22.7 18.3 5.9 3.5 6.5 5.7
Queue Length 50th (ft) 4 77 17 45 7 12 14 22
Queue Length 95th (ft) 16 139 46 91 25 43 42 57
Internal Link Dist (ft) 116 161 180 161
Turn Bay Length (ft)
Base Capacity (vph) 736 1177 538 1164 724 1081 710 1116 Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.23 0.12 0.16 0.09 0.20 0.16 0.17 Intersection Summary

Page 368 of 387 ends

Queues Existing PM
1: Southgate Ave & St. Francis Blvd 05/10/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\EX_PM.syn Synchro 10 Report Hexagon Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 10 216 46 285 70 172 60 94
v/c Ratio 0.05 0.47 0.17 0.62 0.09 0.17 0.09 0.09
Control Delay 14.4 17.7 16.2 21.2 6.4 5.2 6.4 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.4 17.7 16.2 21.2 6.4 5.2 6.4 5.3
Queue Length 50th (ft) 2 48 11 67 8 15 7 9
Queue Length 95th (ft) 11 96 31 127 28 47 25 30
Internal Link Dist (ft) 116 161 180 161
Turn Bay Length (ft)
Base Capacity (vph) 691 1471 885 1463 748 1033 698 1052 Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.01 0.15 0.05 0.19 0.09 0.17 0.09 0.09 Intersection Summary

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Queues Existing+Proj AM
1: Southgate Ave & St. Francis Blvd 05/12/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_AM.syn Synchro 10 Report Hexagon Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 15 280 62 190 64 216 118 193
v/c Ratio 0.06 0.63 0.32 0.43 0.09 0.20 0.17 0.17
Control Delay 16.5 25.1 22.4 18.2 6.3 3.8 6.8 5.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.5 25.1 22.4 18.2 6.3 3.8 6.8 5.9
Queue Length 50th (ft) 4 80 18 46 8 13 15 23
Queue Length 95th (ft) 16 144 46 92 27 47 45 61
Internal Link Dist (ft) 116 161 180 161
Turn Bay Length (ft)
Base Capacity (vph) 725 1167 518 1155 716 1072 701 1106 Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.24 0.12 0.16 0.09 0.20 0.17 0.17 Intersection Summary

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Queues Existing+Proj PM
1: Southgate Ave & St. Francis Blvd 05/12/2022
P:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_PM.syn Synchro 10 Report Hexagon Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 10 232 46 297 76 180 66 96
v/c Ratio 0.05 0.49 0.18 0.63 0.10 0.18 0.10 0.09
Control Delay 14.3 18.3 16.2 21.5 6.6 5.5 6.6 5.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.3 18.3 16.2 21.5 6.6 5.5 6.6 5.6
Queue Length 50th (ft) 2 54 11 71 9 17 8 9
Queue Length 95th (ft) 11 103 31 133 30 51 27 32
Internal Link Dist (ft) 116 161 180 161
Turn Bay Length (ft)
Base Capacity (vph) 659 1463 837 1456 742 1027 688 1045 Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.16 0.05 0.20 0.10 0.18 0.10 0.09 Intersection Summary

Page 371 of 387 ends

HCM 2010 TWSC Existing+Proj AM
2: Drwy A & Southgate Ave 05/17/2022
S:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_AM.syn Synchro 10 Report Hexagon Page 1
Intersection
Int Delay, s/veh 1.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 403 35 51 216 16 42
Future Vol, veh/h 403 35 51 216 16 42
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 0 - 0 -
Veh in Median Storage, # 0 - - 0 1 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 438 38 55 235 17 46

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 476 0 802 457
Stage 1 - - - - 457 -
Stage 2 - - - - 345 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1086 - 353 604
Stage 1 - - - - 638 -
Stage 2 - - - - 717 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1086 - 335 604
Mov Cap-2 Maneuver - - - - 453 -
Stage 1 - - - - 638 -
Stage 2 - - - - 680 -

Approach EB WB NB
HCM Control Delay, s 0 1.6 12.3

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 553 - - 1086 -
HCM Lane V/C Ratio 0.114 - - 0.051 -
HCM Control Delay (s) 12.3 - - 8.5 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.4 - - 0.2 -

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HCM 2010 TWSC Existing+Proj AM
3: St. Francis Blvd & Drwy B 05/17/2022
S:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_AM.syn Synchro 10 Report Hexagon Page 2
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 28 16 242 45 6 244
Future Vol, veh/h 28 16 242 45 6 244
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 30 17 263 49 7 265

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 567 288 0 0 312 0
Stage 1 288 - - - - -
Stage 2 279 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 485 751 - - 1248 -
Stage 1 761 - - - - -
Stage 2 768 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 482 751 - - 1248 -
Mov Cap-2 Maneuver 482 - - - - -
Stage 1 761 - - - - -
Stage 2 763 - - - - -

Approach WB NB SB
HCM Control Delay, s 12.1 0 0.2

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 554 1248 -
HCM Lane V/C Ratio - - 0.086 0.005 -
HCM Control Delay (s) - - 12.1 7.9 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -

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HCM 2010 TWSC Existing+Proj PM
2: Drwy A & Southgate Ave 05/17/2022
S:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_PM.syn Synchro 10 Report Hexagon Page 1
Intersection
Int Delay, s/veh 2.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 229 62 83 285 30 89
Future Vol, veh/h 229 62 83 285 30 89
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 100 - 0 -
Veh in Median Storage, # 0 - - 0 1 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 249 67 90 310 33 97

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 316 0 773 283
Stage 1 - - - - 283 -
Stage 2 - - - - 490 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1244 - 367 756
Stage 1 - - - - 765 -
Stage 2 - - - - 616 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1244 - 341 756
Mov Cap-2 Maneuver - - - - 448 -
Stage 1 - - - - 765 -
Stage 2 - - - - 572 -

Approach EB WB NB
HCM Control Delay, s 0 1.8 12

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 644 - - 1244 -
HCM Lane V/C Ratio 0.201 - - 0.073 -
HCM Control Delay (s) 12 - - 8.1 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.7 - - 0.2 -

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HCM 2010 TWSC Existing+Proj PM
3: St. Francis Blvd & Drwy B 05/17/2022
S:\Active\Daly City\St Francis Square - 22MH07\Synchro\Ex+Prj_PM.syn Synchro 10 Report Hexagon Page 2
Intersection
Int Delay, s/veh 2.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 78 38 198 92 7 148
Future Vol, veh/h 78 38 198 92 7 148
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 85 41 215 100 8 161

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 442 265 0 0 315 0
Stage 1 265 - - - - -
Stage 2 177 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 573 774 - - 1245 -
Stage 1 779 - - - - -
Stage 2 854 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 569 774 - - 1245 -
Mov Cap-2 Maneuver 569 - - - - -
Stage 1 779 - - - - -
Stage 2 848 - - - - -

Approach WB NB SB
HCM Control Delay, s 12.2 0 0.4

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 623 1245 -
HCM Lane V/C Ratio - - 0.202 0.006 -
HCM Control Delay (s) - - 12.2 7.9 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.8 0 -

Page 375 of 387 ends

Appendix E

Jollibee Drive-Through Counts

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Jollibee Drive-Through Counts - 22MH07 (Daly City)

AUTO CENSUS
Date: 5/5/22, Thursday Traffic Monitoring and Analysis Counter: Matt
Location: 6955 Mission Street, Daly City
Weather: Fair
Time Order Pick-Up Total Time Order Pick-Up Total Time Order Pick-Up To tal 11:00 AM 1 0 1 2:00 PM 0 0 0 5:00 PM 0 1 1
11:05 AM 0 2 2 2:05 PM 1 0 1 5:05 PM 1 1 2
11:10 AM 0 1 1 2:10 PM 0 1 1 5:10 PM 2 1 3
11:15 AM 0 0 0 2:15 PM 1 1 2 5:15 PM 1 2 3
11:20 AM 0 0 0 2:20 PM 1 3 4 5:20 PM 1 0 1
11:25 AM 0 1 1 2:25 PM 1 1 2 5:25 PM 2 2 4
11:30 AM 1 1 2 2:30 PM 0 2 2 5:30 PM - - -
11:35 AM 0 1 1 2:35 PM - - - 5:35 PM - - -
11:40 AM 1 0 1 2:40 PM - - - 5:40 PM - - -
11:45 AM 1 2 3 2:45 PM - - - 5:45 PM 3 2 5
11:50 AM 0 1 1 2:50 PM 1 0 1 5:50 PM 4 3 7
11:55 AM 0 0 0 2:55 PM 2 1 3 5:55 PM 1 2 3
12:00 PM 1 0 1 3:00 PM 2 3 5 6:00 PM 1 1 2
12:05 PM 0 1 1 3:05 PM 2 4 6 6:05 PM 2 2 4
12:10 PM 1 1 2 3:10 PM 2 1 3 6:10 PM 0 1 1
12:15 PM 0 1 1 3:15 PM 1 1 2 6:15 PM 0 1 1
12:20 PM 2 1 3 3:20 PM 0 3 3 6:20 PM 1 1 2
12:25 PM 0 3 3 3:25 PM 2 3 5 6:25 PM 0 0 0
12:30 PM 0 2 2 3:30 PM 0 5 5 6:30 PM 2 2 4
12:35 PM 1 0 1 3:35 PM 1 3 4 6:35 PM 3 3 6
12:40 PM 0 3 3 3:40 PM 1 2 3 6:40 PM 3 1 4
12:45 PM 2 0 2 3:45 PM 1 0 1 6:45 PM 2 1 3
12:50 PM 0 5 5 3:50 PM 0 1 1 6:50 PM 2 0 2
12:55 PM 1 4 5 3:55 PM 1 3 4 6:55 PM 1 1 2
1:00 PM 1 0 1 4:00 PM 0 1 1 7:00 PM 2 1 3
1:05 PM 1 1 2 4:05 PM 0 2 2
1:10 PM 0 1 1 4:10 PM 1 1 2
1:15 PM 2 0 2 4:15 PM 0 1 1
1:20 PM 1 0 1 4:20 PM 0 0 0
1:25 PM 0 0 0 4:25 PM 1 0 1
1:30 PM 2 2 4 4:30 PM 1 0 1
1:35 PM 1 4 5 4:35 PM 0 1 1
1:40 PM 1 0 1 4:40 PM 1 2 3
1:45 PM 0 1 1 4:45 PM 1 1 2
1:50 PM 0 2 2 4:50 PM 1 2 3
1:55 PM 1 0 1 4:55 PM 1 1 2
7536 Lighthouse Drive
Stockton, CA 95219
Phone: 408-533-3398

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Jollibee Drive-Through Counts - 22MH07 (Daly City)

AUTO CENSUS
Date: 5/7/22, Saturday Traffic Monitoring and Analysis Counter: Matt
Location: 6955 Mission Street, Daly City
Weather: Fair
Time Order Pick-Up Total Time Order Pick-Up Total Time Order Pick-Up To tal 11:00 AM 1 3 4 2:00 PM 0 1 1 5:00 PM - - -
11:05 AM 3 2 5 2:05 PM 0 1 1 5:05 PM - - -
11:10 AM 1 2 3 2:10 PM - - - 5:10 PM 0 0 0
11:15 AM 2 0 2 2:15 PM - - - 5:15 PM 1 1 2
11:20 AM 0 3 3 2:20 PM - - - 5:20 PM 0 2 2
11:25 AM 2 2 4 2:25 PM 2 2 4 5:25 PM 1 1 2
11:30 AM 2 3 5 2:30 PM 0 2 2 5:30 PM 2 0 2
11:35 AM 0 4 4 2:35 PM 1 2 3 5:35 PM 1 0 1
11:40 AM 0 1 1 2:40 PM 1 1 2 5:40 PM 2 1 3
11:45 AM 0 1 1 2:45 PM 2 3 5 5:45 PM 2 2 4
11:50 AM 0 0 0 2:50 PM 1 4 5 5:50 PM 1 1 2
11:55 AM 0 0 0 2:55 PM 0 1 1 5:55 PM 0 2 2
12:00 PM 1 1 2 3:00 PM 0 1 1 6:00 PM 0 1 1
12:05 PM 0 3 3 3:05 PM 1 0 1 6:05 PM 1 1 2
12:10 PM 1 1 2 3:10 PM 1 1 2 6:10 PM 1 0 1
12:15 PM 0 0 0 3:15 PM 2 1 3 6:15 PM 0 1 1
12:20 PM 2 1 3 3:20 PM 1 1 2 6:20 PM 0 0 0
12:25 PM 1 0 1 3:25 PM 0 2 2 6:25 PM 1 0 1
12:30 PM 3 2 5 3:30 PM 1 0 1 6:30 PM 1 0 1
12:35 PM 1 2 3 3:35 PM 1 2 3 6:35 PM 0 1 1
12:40 PM 2 2 4 3:40 PM 2 0 2 6:40 PM 1 0 1
12:45 PM 2 1 3 3:45 PM 2 3 5 6:45 PM 0 1 1
12:50 PM 2 4 6 3:50 PM 1 0 1 6:50 PM 2 1 3
12:55 PM 2 3 5 3:55 PM 1 0 1 6:55 PM 1 1 2
1:00 PM 1 4 5 4:00 PM 1 4 5 7:00 PM 1 0 1
1:05 PM 2 5 7 4:05 PM 1 3 4
1:10 PM 4 3 7 4:10 PM 2 2 4
1:15 PM 4 4 8 4:15 PM 0 4 4
1:20 PM 3 5 8 4:20 PM 0 2 2
1:25 PM 4 5 9 4:25 PM 0 1 1
1:30 PM 1 5 6 4:30 PM 0 2 2
1:35 PM 3 4 7 4:35 PM 0 1 1
1:40 PM 3 4 7 4:40 PM 1 1 2
1:45 PM 0 5 5 4:45 PM 1 2 3
1:50 PM 4 3 7 4:50 PM 2 0 2
1:55 PM 5 4 9 4:55 PM - - -
Phone: 408-533-3398
7536 Lighthouse Drive
Stockton, CA 95219

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Appendix F

St. Francis Square Parking Counts

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St. Francis Square Parking Counts - 22MH07 (Daly City)

AUTO CENSUS
Date: Traffic Monitoring and Analysis
Counter: Kathy 7536 Lighthouse Drive
Intersection Name: St. Francis Blvd Stockton, CA 95219 Weather: Fair Phone: 408-533-3398
Thursday Saturday
5/5/2022 5/7/2022
8:00 am 51 59
9:00 am 68 78
10:00 am 82 93
11:00 am 94 101
12:00 pm 88 105
1:00 pm 96 113
2:00 pm 93 121
3:00 pm 87 97
4:00 pm 74 86
5:00 pm 76 98
6:00 pm 89 106
7:00 pm 111 141
8:00 pm 107 114
5/5/2022, 5/7/22

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Richard Chiu Jr., PE
Director of Public Works
City of Daly City
333 90th Street
Daly City, CA 94015

October 5, 2022

Dear Mr. Chiu:

On behalf of Daly City’s Bicycle and Pedestrian Advisory Committee (B/PAC), we would like to express our concern regarding the proposed new drive thru restaurant at 79 St. Francis Square.

As a committee tasked with improving pedestrian and bicycle safety in Daly City, we oppose the drive thru being proposed at 79 St. Francis Square. We believe a drive thru at this location would negatively impact pedestrian and bicycle safety because:

1. The site is located along a High Injury Network, streets with a high concentration of fatalities and serious injuries for pedestrians, bicyclists, and motorists and adding a drive thru will make it even more dangerous

2. The site is located along a route used by many children to go to Daniel Webster Elementary School, Thomas Edison Elementary School, and Fernando Rivera Middle School and research has shown that children are at a greater risk of being involved in a vehicle collision because of proximity to drive-thrus

We have seen the many negative impacts drive thrus have had on our community from cars blocking sidewalks to cars queuing on public streets, to poor air quality from cars waiting in the drive thru lines.

While we are excited to have more restaurants in our city we do not support having a drive thru at this location and we respectfully request that the project applicant remove the drive thru component from their proposal.

Sincerely,
Clayton Koo
B/PAC Chairperson
Henry Martinez
B/PAC Vice-Chairperson
Melinda Hue
B/PAC Committee Member
Alan Uy
B/PAC Committee Member
Rachel Goodman
B/PAC Committee Member
Natasha Opfell
B/PAC Committee Member
Kathy Gilbert
B/PAC Committee Member

Cc: Tatum Mothershead, Director of Economic and Community Development; Michael Van Lonkhuysen, Planning Manager; Daly City City Council; Daly City Planning Commission

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From: Bill Beebe
To: Michael Van Lonkhuysen
Cc: Sam Fielding
Subject: RE: [EXTERNAL] Planning Commission Public Comment Date: Wednesday, May 10, 2023 8:23:40 AM
CAUTION: EXTERNAL SENDER. Verify before you respond, click links or open attachments. Questions? Contact ISD.

Michael,

Thank you. I do believe we have satisfied their concerns by incorporating comments from your Engineering Department.

Bill Beebe
Director of Business Development

Cell 840-207-8952 – New Number(Working remotely; use cell please.) [email protected]
www.amorarch.com

From: Michael Van Lonkhuysen <[email protected]> Sent: Monday, May 1, 2023 3:03 PM
To: Bill Beebe <[email protected]>
Cc: Sam Fielding <[email protected]>
Subject: FW: [EXTERNAL] Planning Commission Public Comment

Bill – please see attached.

From: Melinda Hue <[email protected]>
Sent: Monday, May 1, 2023 2:39 PM
To: Michael Van Lonkhuysen <[email protected]> Cc: Shirley Chan <[email protected]>; Richard Chiu, Jr. <[email protected]>; Kevin Fehr <[email protected]>; NATASHA OPFELL <[email protected]>; Alan Uy <[email protected]>; Clayton Koo <[email protected]>; [email protected]; Rachel Goodman <[email protected]>; kathy <[email protected]> Subject: [EXTERNAL] Planning Commission Public Comment

CAUTION: EXTERNAL SENDER. Verify before you respond, click links or open attachments. Questions? Contact ISD.

Hi Michael,

I am writing in regards to Item 7. Use Permit UPR-1-22-15498 and Design Review Permit DR-07-22- 015775 (Chow King) on the May 2, 2023 Planning Commission agenda. Can you please forward my comments and attachment to the Planning Commission and the City Council? Thank you!

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***********************************
Dear Planning Commissioners,

My name is Melinda and I am a parent of a future kindergartner at Thomas Edison. We are excited for the fall when we can walk our son to and from school. I am also a member of the Daly City Bicycle and Pedestrian Advisory Committee (B/PAC) and work at the San Francisco Municipal Transportation Agency (SFMTA).

While my family supports a new restaurant at 79 Saint Francis Square, we oppose the drive thru. This location is along a high injury network, where 83% of our serious and fatal crashes occur. For the safety of my son and for the other kids and elders using that route to get to school (Thomas Edison, Fernando Rivera, Daniel Webster), we urge the Planning Commission to approve the restaurant WITHOUT the drive thru.

The zoning code requires the Planning Commission to make a finding that the drive thru will not be detrimental to the health, safety, morals, comfort and general welfare of the persons residing or working in the neighborhood. As we have experienced in Daly City, drive thru’s absolutely are detrimental to the health, safety, and comfort of our residents. Also, we just have to look at shopping centers at Ranch 99 and King Plaza to see the how bad traffic will be at 79 St. Francis Square.

The Chow King has a location in SSF that does not include a drive thru which shows that it does not need a drive thru to be profitable. I don’t think Daly City residents have to suffer the negative impacts of drive thrus when other nearby cities don’t have to.

Given the reasons above, I urge the Planning Commission to recommend approving the restaurant WITHOUT the
drive thru.

Thank you for your consideration on this matter.

Best,

Melinda

Page 383 of 387 ends

City Council Agenda ReportItem # _____
Meeting Date: June 26, 2023
Subject: Award of Construction Contract for the Southgate Avenue and School Street Safety Improvements Project
Recommended Action
Staff recommends that the City Council:

1. Approve the design documents for the Southgate Avenue and School Street Safety Improvements project;

2. Affirm the National Environmental Policy Act (NEPA) determination of Categorical Exclusion and the California Environmental Quality Act (CEQA) determination of Categorical Exemption;

3. Accept all bids and award a construction contract to Golden Bay Construction, Inc. of Hayward, California, in the amount of $465,269.50; and

4. Authorize the City Manager to execute all necessary contracts to complete the project.

Background
In February 2021, City/County Association of Governments of San Mateo County (C/CAG) requested applications for the Safe and Seamless Mobility Quick Strike Program. Due to the timing constraints to obligate the funds for construction, the Metropolitan Transportation Commission (MTC) emphasized the rapid deployment of the funds to expedite the delivery of the projects. Eligible projects included quick- build bike, pedestrian and transit access improvements and local safe and seamless mobility projects.

In November 2021, the City Council authorized staff to submit an application for One Bay Area Grant 2 (OBAG2) grant funds for the Southgate Avenue and School Street Safety Improvements Project. The City’s application requested $450,000 in grant funds, with a proposed $119,000 ($60,000 for design and $59,000 for construction costs) provided by the City in local matching funds.

In December 2021, MTC approved Daly City’s project for OBAG2 funding for the full requested amount of $450,000. The grant funds and local match were appropriated during the adoption of the Comprehensive Operating and Capital Budgets for FY 2023 in June 2022.

On February 27, 2023, the City Council accepted $450,000 in One Bay Area Grant 2 Funds and Authorized the City Manager to Execute the Program Supplement for the Southgate Avenue and School Street Safety Improvements Project.

The purpose of the Southgate Avenue and School Street Safety Improvements Project is to increase pedestrian visibility along two corridors identified on the City’s High Injury Network. The project includes installation of striping and thermoplastic markings and application of slurry seal.

Discussion
The construction bid documents were prepared by City staff. The project was advertised on May 3, 2023 and two (2) bids were received on May 25, 2023 for $465,269.50 and $516,838.00. Determination of the

Page 384 of 387 ends

Award of Construction Contract for the Southgate Avenue and School Street Safety Improvements Project
Meeting Date: June 26, 2023

Page 2 of 3 ends

lowest responsible bidder was based on the lowest combined total of Bid Schedule A and Bid Schedule B. The two (2) bids and the Engineer’s Estimate are summarized as follows:

Bidder Bid
Schedule A
Bid
Schedule B
Total Sum of Bid
Schedule A &
Bid Schedule B
Comments
Golden Bay
Construction, Inc. $399,135.75 $66,133.75 $465,269.50 Responsive Bid Cato’s General
Engineering, Inc. $435,370.00 $81,468.00 $516,838.00 Non-Responsive Bid
Engineer’s
Estimate $343,846.50 $80,210.00 $424,056.50
The bid submitted by Cato’s General Engineering, Inc. did not include all the required forms and is considered non-responsive. The outcome of the results was not affected by the non-responsive bid.

The apparent low bidder, Golden Bay Construction, Inc. of Hayward, California has been in business since 1983. This bidder holds the required Class A contractor’s license, which is current and in good standing. The contractor’s references for work performed for other public agencies are acceptable including the Cities of South San Francisco, San Bruno, and Redwood City.

The low bid for this project is 9.7% higher than the Engineer’s estimate. Staff compared the unit prices in the bid proposal with similar resurfacing projects that the City recently awarded and determined that the unit prices submitted are reasonable in this current construction industry market.

If approved, it is anticipated that the Southgate Avenue and School Street Safety Improvements project would begin construction in July 2023 and be completed by January 2024.

Fiscal Impact
The total estimated construction cost for the Southgate Avenue and School Street Safety Improvements project is $554,000.00, including $465,269.50 for the construction contract award, as well as an additional $88,730.50 for construction contingency and contract administration (19% of the construction contract).

Sufficient Funds are available in the FY 2022-23 Transportation Fund Project Account 17-312-871 Southgate Avenue/School Street Safety Improvements to fully fund this construction contract.

Summary/Conclusion
Staff recommends that the City Council:

1. Approve the design documents for the Southgate Avenue and School Street Safety Improvements project;

Page 385 of 387 ends

Award of Construction Contract for the Southgate Avenue and School Street Safety Improvements Project
Meeting Date: June 26, 2023

Page 3 of 3 ends

2. Affirm the National Environmental Policy Act (NEPA) determination of Categorical Exclusion and the California Environmental Quality Act (CEQA) determination of Categorical Exemption;

3. Accept all bids and award a construction contract to Golden Bay Construction, Inc. of Hayward, California, in the amount of $465,269.50; and

4. Authorize the City Manager to execute all necessary contracts to complete the project.

Staff is available to provide any additional information desired by the Mayor or Councilmembers.

Respectfully submitted,
Erick Reyes Richard Chiu Jr.

Engineer I Director of Public Works
Attachments:

1. Project Location Map

2. Southgate Avenue and School Street Safety Improvements Project Plans and Specifications are available for viewing at the City Clerk’s Office.

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SOUTHGATE AVENUE AND SCHOOL STREETSAFETY IMPROVEMENTS PROJECT

PROJECT LIMITS

PROJECT LOCATION MAP
SCHOOL

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Daly City City CouncilJune 26, 2023

Daly City City Council
June 26, 2023