Agenda packet — Bellflower City Council, May 13, 2024 (part 2 of 4)

SECTION 8. Construction. This Resolution must be broadly construed in order to achieve the purposes stated in this Resolution. It is the Planning Commission's intent that the provisions of this Resolution be interpreted or implemented by the City and others in a manner that facilitates the purposes set forth in this Resolution.

SECTION 9. Reliance On Record. Each and every one of the findings and determinations in this Resolution are based on the competent and substantial evidence, both oral and written, contained in the entire record relating to the Project. The findings and determinations constitute the independent findings and determinations of the Planning Commission in all respects and are fully and completely supported by substantial evidence in the record as a whole.

SECTION 10. Limitations. The Planning Commission's analysis and evaluation of the Project is based on the best information currently available. It is inevitable that in evaluating a Project that absolute and perfect knowledge of all possible aspects of the Project will not exist. One of the major limitations on analysis of the Project is the Planning Commission's lack of knowledge of future events. In all instances, best efforts have been made to form accurate assumptions. Somewhat related to this are the limitations on the City's ability to solve what are in effect regional, state, and national problems and issues.

The City must work within the political framework within which it exists and with the limitations inherent in that framework.

SECTION 11. Severability. If any part of this Resolution or its application is deemed invalid by a court of competent jurisdiction, the Planning Commission intends that such invalidity will not affect the effectiveness of the remaining provision or application and, to this end, the provisions of this Resolution are severable.

SECTION 12. Preservation. This Resolution does not affect any penalty, forfeiture, or liability incurred before, or preclude prosecution and imposition of penalties for any violation occurring before, this Resolution's effective date. Any such amended part will remain in full force and effect for sustaining action or prosecuting violations occurring before the effective date of this Resolution.

SECTION 13. The Planning Commission Secretary is directed to mail a copy of this Resolution to the Applicant and to any other person requesting a copy.

SECTION 14. Appeal. This Resolution may be appealed within ten calendar days after its adoption, pursuant to BMC §§ 17.96 and 17.112. All appeals must be in writing and filed with the City Clerk within this time period. Failure to file a timely written appeal will constitute a waiver of any right to appeal.

SECTION 15. Effective Date. Except as provided in Section 14, this Resolution is the Planning Commission's final decision and will become effective immediately upon adoption and remain effective until superseded by a subsequent resolution.

SECTION 16. Electronic Signatures. This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature. -35-

City of Bellflower
Resolution No. PC 24-03

Page 5 of 5 ends

SECTION 17. Recordation. The Planning Commission Chairman, or, presiding officer, is authorized to affix its signature to this Resolution signifying its adoption by the Planning Commission of the City of Bellflower, and the Planning Commission Secretary, or its duly appointed deputy, may attest.

PASSED, APPROVED, AND ADOPTED BY THE PLANNING COMMISSION OF THE CITY OF BELLFLOWER THIS 1st DAY OF APRIL 2024.

ATTEST:
a2761_
Eliza h C. Oba, Secretary
APPROVE I AS TO FORM:

KARL H. B RGER, CITY ATTORNEY
Exhibit A - Project Conditions
Robert Wilson, Chairman
-36-

EXHIBIT A
RESOLUTION NO. PC 24-03 — PROJECT CONDITIONS FOR
CONDITIONAL USE PERMIT CASE NO. CU 23-03
In addition to all applicable provisions of the Bellflower Municipal Code ("BMC"), Sean Nourani ("Permittee"), agrees that he will comply with the following provisions as conditions for the City of Bellflower's approval of Conditional Use Permit ("CUP") Case No. CU 23-03 ("Project Conditions").

Unless the contrary is stated or clearly appears from the context, the construction of words and phrases used in the Project Conditions use the definitions set forth in the BMC.

Standard Project Conditions

1. The Project Site must be developed and/or used in the manner requested and must be in substantial conformity with the submitted architectural plans date -stamped March 12, 2024, business description date -stamped October 10, 2023, grading, equipment, and vacuum plans date -stamped August 16, 2023, unless revisions and/or additional conditions are specifically required herein.

2. This approval runs with the land. All rights and obligations of this approval, including the responsibility to comply with the Project Conditions, are binding upon Permittee's successors in interest. The Project Conditions may be modified, terminated, or abandoned in accordance with applicable law including, without limitation, the BMC.

3. Any proposed deviations from the Exhibits, Project Description or Project Conditions must be submitted to the Director of Building and Planning Services ("Director"). The Director may approve minor deviations and may refer any and/or all proposed deviations to the Planning Commission for review, evaluation, and approval or denial.

Any unapproved deviation from this Resolution is a violation of these Project Conditions.

4. When exhibits and/or Project Conditions conflict, the written Project Conditions prevail.

5. The approvals conferred by this Resolution will be suspended for the period that any Project Conditions are appealed whether administratively or as part of a legal action filed in a court of competent jurisdiction. If any Project Conditions is invalidated by a court of law, the Project must be reviewed by the City and substitute conditions may be imposed.

6. The Permittee must comply with all requirements of this Resolution, the BMC, policies, and regulations of any State, Federal or local agency with jurisdiction over the Project, and any other applicable law.

7. The Permittee must sign the Project Conditions, as set forth below, to acknowledge acceptance, within 30 days from the date of approval by the Planning Commission.

8. This decision is not effective until Permittee acknowledges acceptance of all Project Conditions, and any appeal period has lapsed, or a waiver of right to appeal is filed or if there is an appeal, until a final decision has been made on the appeal. By use of the entitlements granted by a development application, the Permittee acknowledges agreement with the Project Conditions.

Page 1 of 8 ends

-37-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 2 of 8 ends

9. Anything which is not shown on the application/plans, or which is not specifically approved, or which is not in compliance with this section, is not approved. Any application and/or plans which are defective including, without limitation, omission, dimensions, scale, use, colors, materials, encroachments, easements, etc., will render entitlements granted by this approval null and void. Construction must cease until all requirements of this approval are complied with. Development entitlements may be withheld until violations of the BMC are abated.

10. The Permittee must provide a sheet on the construction plans with the City of Bellflower signed Resolution stating the Project Conditions as adopted by the Planning Commission. The information must be incorporated into the plans before the City issues a construction permit.

11. The City will not issue a certificate of occupancy before the Permittee demonstrates compliance with all Project Conditions.

12. The Permittee must contact the Director, or designee, to arrange one or more site inspections as necessary to ensure that Permittee has complied with all Project Conditions before exercising any of the rights conferred by this Resolution.

13. The Permittee must reimburse the city for all attorneys' fees expended by the City that are directly related to the processing of this Project. All attorneys' fees must be paid before commencement of the rights conferred by this Resolution.

Planning

14. Unless otherwise stated herein, the Permittee must comply with Conditional Use Permit Case No. CU 86-28 and Resolution No. PC 86-88, including all conditions of approval.

15. The Permittee must maintain the architectural theme along the southern property line, including, without limitation, the building facade, to the satisfaction of the Director of Planning and Building Services, or designee. The architectural theme must be consistent throughout the Project Site.

16. The final plans must include drain grates to be installed at all driveways between the public right-of-way and the decorative stamped concrete.

17. Parking in each vacuum/parking stall is limited to not more than eight minutes. The Permittee must install signs at each vacuum/parking stall that limits customers to no more than eight minutes in vacuum/parking stall.

18.One or more carwash attendants must always be present during normal business hours and monitor the vacuum service area, including directing vehicles into: (1) the overflow queuing area; (2) available vacuum stalls; and (3) out of vacuum stalls if a customer's time exceeds eight minutes or if the arrival rate begins to increase faster than vacuum stalls become available.
-38-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 3 ends

19. Operating hours are limited to 7:00 a.m. to 8:00 p.m., daily.

20. The proposed carwash must be operated in a manner consistent with the business description date -stamped October 20, 2023.

21. The proposed Project Site must maintain not less than 15 on -site parking spaces.

22. Signs must be installed along the queuing lane informing customers to reduce car radio volumes.

23. All new and/or replaced ground areas must be surfaced or paved with either asphaltic concrete or concrete to a minimum of three inches (3") in depth, or two inches (2") of premix and four inches (4") of Class A base, or other surface approved by the City Engineer, and said parking or surfacing must thereafter be maintained in good condition.

24. The Project Site must be surveyed and a copy of such survey must be provided to the Director, or designee. All portions of the existing northerly perimeter wall located on the Project Site must be altered to incorporate decorative stucco finish and paint to match the carwash building.

25. The Permittee must obtain the adjacent property owner's consent and approval, in writing, prior to conducting any work on walls located partially on the adjacent property.

26. All existing signs must be removed from the wall along the northerly property line, and new signs must be approved in the Master Sign Plan.

27. The Permittee must contact the City's trash service provider (CR&R) to obtain written approval for the trash enclosure location, method of service to the site, and size of trash containers.

28. The Permittee must provide a photometric plan prior to the issuance of any construction permit. The photometric plan must illustrate a zero -foot candle along all property lines and adjacent public rights -of -way. All lighting must be shielded in a manner so as to not create a nuisance.

29. Before issuance of construction permits, the Permittee must submit all proposed light standards/fixtures for review and approval by the Director of Planning and Building Services, or designee. All proposed light standards/fixtures must be decorative and consistent with the architectural design of the building.

30. Vending machines, ATMs, payphones, and/or similar machines/devices are prohibited outside the building.

31. Outside storage of any kind is prohibited.

32. Door or window advertising signage is prohibited.

33. The Permittee must submit a Master Sign Plan for the City's review and approval for all signage on the Project Site (i.e. freestanding signs, wall signs, identification signs, wayfinding signs, directional signs, etc.). The existing freestanding pole sign on the corner of Bellflower Boulevard and Somerset Boulevard must be modified as necessary to meet the current BMC requirements for a pole sign and remove all -39-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 4 of 8 ends

unused signage.

34. Wayfinding signage must be installed to address vehicle and pedestrian safety (i.e. allowed vehicle speed, stop signs, etc.).

35. Decorative trash cans must be permanently affixed to the ground or structure.

36. The landscaping must be kept and maintained in good condition at all times.

37. Prior to issuance of a certificate of occupancy, the Permittee must provide landscaping for the entire Project Site and install mature trees, plants, and shrubs. At the time of plant installation, the landscaping must comply with the specifications of the landscaping plan, including without limitation, number of plants, plant materials and sizes of plants.

38. Noise levels must be maintained pursuant to the Noise Element of the General Plan and BMC Chapter 8.32 and the submitted Noise Study, whichever is more restrictive.

39. South Coast Air Quality Management District must be contacted prior to any demolition or renovation. Call (909) 396-2000 for further information. Failure to comply with the provisions of Rule 1403 may result in a penalty.

40. Vehicles associated with the construction of the Project including, without limitation, work trucks of the contractors and their employees must be parked off-street.

41. The Project Site and its immediate surrounding (right-of-way) must be maintained free from debris and graffiti at all times. The Project Site owner must remove any debris or graffiti within 24 hours upon notification by the City. Litter on the Project Site and any litter scattered on nearby streets and sidewalks must be removed daily.

42. All concrete and asphalt demolition debris from the site must be recycled.

43. The landscape plan must comply with the State Model Water Efficient Landscape Ordinance (MWELO).

44. The Project must comply with all applicable erosion control, fugitive dust, and best management practice/ National Pollution Discharge Elimination System (NPDES) standards.

45. Dust generated by construction activities must be reduced by periodically watering the soil on a daily basis, or as frequently needed, to minimize fugitive dusts. Reclaimed water must be used whenever possible. Dirt may not be hosed into the storm drain system.

46. Prior to issuing a building permit, a C&D Waste Management Plan needs to be completed by the Permittee/Project Site Owner/Developer and approved by the Public Works Division.

47. All licensed professionals must stamp and sign each submittal construction plan sheet.

48. The driveway on Blaine Avenue must be designated as exit only. -40-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 5 of 8 ends

Traffic Engineering

49. Landscape and hardscape improvements located adjacent to all drive approaches cannot exceed 42" in height, as measured from the paved driveway surface, to ensure safe vehicular sight distance.

50. The final plans must show the location and dimensions of all existing and proposed drive approaches.

51. The final plans must show all existing right-of-way improvements.

52. All existing drive approaches that do not access the Project Site must be removed and replaced with full height curb and gutter, sidewalk, and parkway improvements consistent with the existing, adjacent parkway improvements.

53. The final plans must show the designated disabled access path from the public right- of-way.

54. The driveway on Bellflower Boulevard must be designated as right turn out only for vehicles exiting the Project Site.

City Engineering

55. Any existing damaged public right-of-way improvements must be repaired in accordance with Streets and Highways Code § 5600, et seq. and the BMC before the City issues a final certificate of occupancy. The Project Site Owner is responsible for the repair and maintenance of curb/gutter, sidewalk and drive apron.

56. A grading plan prepared by a California licensed civil engineer must be provided. The minimum slope on concrete flow lines must be 0.50%. Minimum slope on asphalt concrete or turf must be 1.0%. Existing elevations of adjacent property and street flow lines must be shown around the perimeter of the proposed development. All applicable NPDES requirements must be complied with.

57. New sidewalk must be constructed per BMC and current ADA standards at each abandoned driveway apron. Any sidewalk that is damaged as a result of new construction must be removed and replaced accordingly.

58. A "C-8" OR "A" Licensed contractor must apply for a City of Bellflower right-of-way permit to perform all listed right-of-way improvements. Class B (General Building) contractors cannot be approved for permit issuance to perform this type of work within the public right-of-way.

59. Reconstruction of all curb and gutter requires a minimum of 12" wide adjacent street cut for installation of construction forms and temporary backfill; followed by a final grind and cap overlay at no less than 2" deep and 3'-0" wide.

60. Un-sodded, mounded planters adjacent to public sidewalk must be provided with 6" curbs to prevent soil run-off onto the public sidewalk. Curbs are not required if the planter consists of sod.
-41-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 6 ends

61. The contractor must meet with the City Public Works Inspector before starting any construction within the public right-of-way.

62. All work within the public right-of-way, including placing and removal of traffic control devices, are restricted to the hours between 8:30 A.M. and 3:30 P.M., Monday through Friday. No work requiring continuous inspection or traffic control are allowed on Saturday, Sunday or Holidays, unless prior arrangements have been made at least one week in advance with the approval of the City Engineer.

63. The developer, at his/her cost, must be responsible for the relocation as necessary of any public or private utility or other obstruction to facilitate the construction within the public right-of-way.

64. Permits are required for all work within the public right-of-way.

Buikiinq and Safety

65. Provide four sets of complete plans and two sets of supporting documents at plan check submittal. Additional comments may occur during the plan check review process.

66. The California Energy Standards are required to be submitted with the completed package.

67. The Project must comply with the current California Building Codes and California Fire Codes, as adopted by the City of Bellflower.

68. A demolition plan and permit are required.

69. Exterior construction activities are restricted to 7:00 a.m. to 6:00 p.m., Monday through Friday, 8:00 a.m. to 6:00 p.m. Saturdays, except that interior building construction activities are not limited. Construction is not permitted on Sundays and City Holidays.

70. All construction equipment must be properly muffled to reduce noise levels and idling equipment must be turned off when not in use. All equipment staging areas must be sited on the subject Project Site and at the greatest distance between the construction -related noise/vibration sources and sensitive receptors nearest the Project site during construction. All construction equipment must be maintained so that vehicles and their loads are secured from rattling and banging. 71 During construction, the Project Site must be posted with a notice containing 24 -hour contact information for complaints and concerns regarding the Project. The notice must be approved by the Building Official before it may be posted at the Project Site.

Water Quality

72. Before the City issues a grading permit, the Permittee must comply with the National Pollution Discharge Elimination System (NPDES) permit from the California Regional Water Quality Control Board.
-42-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 7 of 8 ends

73. Before the City issues a grading permit, the Permittee must file any required documents including, without limitation, the notice of intent, and must comply with the permits from the California Regional Water Quality Control Board.

74. Before the City issues grading permits, a Priority Development Project Plan addressing Best Management Practices (BMPs) must be submitted with the grading plan for review and approval by the City Engineer.

75. Before the City issues grading permits, the Permittee must demonstrate, to the satisfaction of the City Engineer and/or the City Planner, that the MS4 Permit requirements are met and shown on the Project plans.

76. Before the City issues grading permit issuance, the Permittee must demonstrate, to the satisfaction of the Director or City Engineer, that the selected structural treatment controls adequately treat pollutants of concern to a medium or high removal efficiency, and for the currently approved Lower San Gabriel River Reach 1 and Los Cerritos Channel 303(d) listed pollutants. The Permittee must include in the LID/SUSMP all calculations and treatment control manufacturer information, if applicable, to demonstrate the pollutant removal efficiency for the Project pollutants and 303(d) listed pollutants ( http://www.swrcb.ca.gov) .

77. Before the City issues grading permits, a Maintenance Agreement in a form approved by the City Attorney outlining the post -construction BMPs must be executed. The Maintenance agreement must be submitted in accordance with the requirements of Order No. R4-2021-0105, Page 57. The Maintenance Agreement must be signed and notarized by the owner, City Manager and City Attorney, and recorded with the LA County Recorder. All costs associated with the review, installation and/or maintenance of the plan and Project -related BMPs are the responsibility of the Permittee.

78. Before the City issues grading permits, the Permittee must include on the Project plans, to the satisfaction of the City Engineer, the following information:
a. Grading Plan Title Sheet: indicate the Project is a "Priority Development Project," as defined by applicable law.
b. Maintenance requirements must be listed for all Treatment BMPs. c. All constructed structural BMPs must be clearly identified as such in the Project plans and report, including maintenance operations and maintenance responsibility.

79. Before the City issues grading permits, the Permittee must sign the owner's certification form as required by applicable law and embed this document in the Project plans, to the satisfaction of the Director or City Engineer.

80. Before the City issues a grading permit, the Project must incorporate structural LID practices for the site. The LID practices must consider the site's land use, hydrology, soil type, climate and rainfall patterns.
-43-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 8 of 8 ends

81. Before the City issues a grading permit, the Permittee must submit a Storm Water Pollution Prevention Plan (SWPPP) for sites one acre or greater, for the review and acceptance by the City Engineer. The SWPPP must describe the construction phase Best Management Practices (BMPs) to ensure compliance with the NPDES General Permit for storm water discharges associated with construction activity.

82. Violations of applicable law, including, without limitation, these Project Conditions may result in the City commencing revocation of this permit.

Sean Nourani Architect, QuikWash BRE, LLC, Steve BF, LLC, and Same BF, LLC agree to indemnify and hold the City harmless from and against any claim, action, damages, costs (including, without limitation, attorney's fees), injuries, or liability, arising from the City's approval of Conditional Use Permit Case No. CU 23-03. Should the City be named in any suit, or should any claim be brought against it by suit or otherwise, whether the same be groundless or not, arising out of the City's approval of Conditional Use Permit Case No. CU 23-03, Sean Nourani Architect, QuikWash BRE, LLC, Steve BF, LLC, and Same BF, LLC agree to defend the City (at the City's request and with counsel satisfactory to the City) and will indemnify the City for any judgment rendered against it or any sums paid out in settlement or otherwise. For purposes of this section "the City" includes the City of Bellflower's elected officials, appointed officials, officers, and employees.

By signing this document, Sean Nourani Architect ("Permittee") certifies that he has read, understood, and agrees to the Project Conditions listed in this document.

Sean Nourani Architect
(Permittee)
By si 'ng this document, QuikWash BRE, LLC, Steve BF, LLC, and Same BF, LLC ("Pr jec Site Owners"), certify that they have read, understood, and agree to the Pro a ditions listed in this document.

QuikWash Bt3Es LLCinm
St BF, L
(R;r • ; ect Si e Owner)
Sa a BF, LLC
(Project Site Owner)
(If Corporation or similar entity, need two officer signatures or evidence that one signature binds the company)
-44-

City of Bellflower
Resolution No. PC 24-03 - Exhibit A

Page 8 ends

82. Violations of applicable law, including, without limitation, these Project Conditions may result in the City commencing revocation of this permit.

By signing this document, Sean Nourani Architect ("Permittee") certifies that he has read- ood, and agrees to the Project Conditions listed in this document.

Sean Nou ni Architect
(Permitte
By signing this document, QuikWash BRE, LLC, Steve BF, LLC, and Same BF, LLC ("Project Site Owners"), certify that they have read, understood, and agree to the Project Conditions listed in this document.

QuikWash BRE, LLC
(Project Site Owner)
Steve BF, LLC
(Project Site Owner)
Same BF, LLC
(Project Site Owner)
{If Corporation or similar entity, need two officer signatures or evidence that one signature binds the company}
-45-

of BEI.
(jk°WINit; TTXiF• 6.9".

MINUTES

CITY OF BELLFLOWER
16600 Civic Center Drive • Bellflower, California 90706 • (562) 804-1424

REGULAR MEETING OF THE

BELLFLOWER PLANNING COMMISSION
MONDAY, APRIL 1, 2024, 7:00 P.M.
1 Call to Order
Chairman Wilson called the April 1, 2024, Planning Commission Meeting to order at 7:03 p.m.
2 RoII Call
The following members of the Planning Commission responded present to roll call:

Chairman Robert Wilson
Vice Chairman Chrissy Padilla Birkey
Commissioner Aaron Drake
Commissioner George Franzen
Commissioner William Mendes
Staff participants:

Elizabeth C. Oba, Director of Planning and Building Services Rowena Genilo-Concepcion, Planning Manager
Kathryn Brun, Associate Planner
Also participating:

Justin Tamayo, Deputy City Attorney
3 Invocation
Commissioner George Franzen led the Invocation.
4 Pledge of Allegiance
Commissioner William Mendes led the Pledge of Allegiance. 5 Public Comment
None.

Page 1 of 7 ends

-46-

Bellflower Planning Commission Minutes
April 1, 2024
Item 6
Page2of7
6 Approval of the Regular Planning Commission Meeting Minutes held November 6, 2023.

It was moved by Commissioner Drake, seconded by Commissioner Mendes, to approve the November 6, 2023 Regular Planning Commission Meeting Minutes, as presented and carried by the following roll call vote:

AYES: Commissioners — Franzen, Drake, Mendes, Vice Chairman Birkey, Chairman Wilson.
7 Public Hearings
A Conditional Use Permit Case No. CU 23-03
Planner: Kathryn Brun
Consideration and possible action to conduct a public hearing to consider an application for a modification of a Conditional Use Permit and adopt Resolution No. PC 24-03 — A Resolution approving Conditional Use Permit Case No. CU 23-03 modifying Conditional Use Permit Case No. CU 86-28 by converting an existing full -service carwash to an automated express carwash within the General Commercial ("C -G") zone on the property located at 14755 Bellflower Boulevard f 9765 Somerset Boulevard.

Associate Planner Brun provided a brief presentation of the staff report highlighting 1) the history of the site, 2) the background, and 3) the proposed project. Associate Planner Brun informed the Commission the applicant is requesting modification to Condition Nos. 19, 24, and 25 related to operating hours, decorative stucco finish and paint to a perimeter wall, and the adjacent property owner's consent on any work on any shared walls.

Commissioner Drake had questions related to the height of the wall on the Somerset Blvd. side, the signage, the material of the permanent canopies over the vacuum area, and if there would still be food service at the location. Associate Planner Brun responded that 1) the recommendation included enclosing the entire side of the building, 2) staff would review the signage through the Master Sign Plan process, 3) signage and pavement markers would be provided at both driveways, 4) a permanent solid material is proposed for the canopies, but the material was not identified, and 5) there would no longer be food service at the location since the building was being demolished.

Vice Chairman Birkey asked if the proposed hours of operation were standard for other businesses in the City. Associate Planner Brun responded that the proposed hours are in line with at least three similar existing automated carwashes in the City.

Commissioner Mendes had questions related to the plants in the landscape plan, the parking spaces for the vacuum stalls, reuse of recycled water, and how the length of time for self -vacuuming would be monitored.
-47-

Bellflower Planning Commission Minutes
April 1, 2024
Item 7A

Page 3 of 7 ends

Associate Planner Brun confirmed that 1) the plants are drought tolerant and would meet all the requirements of the California Model Water Efficient Landscape Ordinance, 2) that the 15 parking spaces provided would serve as both required parking spaces and spaces to vacuum your vehicle, 3) the plans show that a portion of the water would be recycled and reused in the carwash, and 4) the queuing study recommended a maximum time of eight minutes for self -vacuuming and a condition of approval was added requiring employees monitor and move customers along if they exceeded that time frame.

Commissioner Franzen questioned if there was assigned parking for employees.

Associate Planner Brun confirmed that employees will have designated parking spaces.

Chairman Wilson had questions related to the main entry to the site, a traffic study and traffic flow on Bellflower Blvd., signage, the CUP and adding full service in the future, and the number of designated employee parking spaces. Associate Planner Brun verified that 1) once construction was complete the only entrance to the site would be off Bellflower Boulevard, 2) the City Engineer did not require a traffic study, just a queuing analysis, 3) signage would be provided indicating "right turn only" at the exit, 4) if significant changes were proposed and conditions could not be met then a modification of the CUP would be required, and 5) one employee parking space.

Commissioner Mendes questioned where the new ADA walkway would be located and if there would be handicapped parking. Associate Planner Brun advised that the walkway is located along the right-of-way where the driveway along Bellflower Blvd. and Somerset Blvd. would be abandoned, and that there would be one handicapped parking stall.

Without objection, it was moved by Commissioner Drake, seconded by Commissioner Franzen, to open the Public Hearing.

Makan Mosrafari, Owner, provided colored renderings to the Commission, which he stated showed the proposed canopies and landscaping that the Commissioner questioned earlier.

In response to Commissioner Mendes' questions, Mr. Mosrafari stated that 1) the pay stations were automated and was predominately based on a membership type model, 2) customers usually only use the vacuum stations once a month and spend about 4-5 minutes at the stations, and 3) when they first open they will have more employees onsite to help direct customers then it will go down to one employee once the carwash is running on its own.

Commissioner Mendes stated that he felt that one employee was still not sufficient to watch over 14 parking spots, to watch over the pay station, and monitor the equipment and operation as a whole. Mr. Mosrafari advised that the carwash was a self -run facility and reassured Commissioner Mendes that the pay stations rarely go out and usually the issues are related to inside of the tunnel, which they would need a service team to come out for repair.

Commissioner Mendes questioned if the employee would be there to monitor the vacuum stations to make sure people would not be there for more than eight minutes. Mr. Mosrafari informed Commissioner Mendes that the employee is usually by the pay stations and they would have sight of the vacuum stations. -48-

Bellflower Planning Commission Minutes
April 1, 2024
Item 7A
Page4of7
Chairman Wilson questioned what the barrier would be in between Somerset Blvd. and the interior of the carwash stating that the rendering provided shows wrought iron.

Sean Nourani, Architect, advised Chairman Wilson that it would be an actual wall behind the wrought iron. Mr. Mosrafari further explained that vehicles are currently visible from the street, which he prefers and that the wall will be from the floor to the ceiling to block the view of vehicles and reduce the sound. Mr. Mosrafari stated that if the Commission concurred he could remove the wall down and move forward with the design where the vehicles are able to be seen.

Commissioner Mendes questioned if they would be installing a wall in the vacuum room to reduce sound. Mr. Mosrafari explained that a majority of the noise comes from the blowers, which are located at the end of the tunnel at the corner of Somerset Blvd. and to mitigate the noise they are putting in the wall.

In response to Chairman Wilson's question related to offering full service, Mr.

Mosrafari stated that the business is running at a negative as a full -service carwash and he would not be able to sustain that. He indicated that if the Commission wanted a hybrid of self-service and full -service, it would be possible.

Mr. Mosrafari requested to modify Condition No. 15 related to the design and exterior facade. Mr. Mosrafari indicated that the design shown in the renderings that he provided to the Commission at the meeting is the final design that he would like to move forward with. He indicated that Condition No. 15 is ambiguous and does not provide direction as far as what will work and what will not. He requested the Commission approve the design presented in the renderings, which does not include a wall behind the wrought iron fence.

Director Oba informed the Commission that Associate Planner Brun has been working with the architect's team for some time on the design of the exterior elevations. She indicated there have been several conversations regarding upgrading the exterior to a more modern design to fit in with more of the recent projects. She stated that the applicant wanted to move forward to the Planning Commission for a decision without making those changes to the elevations.

Associate Planner Brun explained that initially the project was submitted with elevations as -is, with no proposed changes. She indicated that she advised the applicant they would need to enclose the wall of the carwash along Somerset Blvd. due to the noise study that was submitted, which indicated that the study was done under the condition that the carwash had a fully enclosed wall on the south elevation. Associate Planner Brun indicated revised plans were then submitted with a stucco wall behind the wrought iron fence. She indicated that the wall is large and expansive to be stucco'd and pushed for something more appealing like a glass wall along the Somerset Blvd. She stated that the applicant wanted to proceed to the Planning Commission as designed.

Chairman Wilson stated that it seemed the applicant and architect were trying to keep the nostalgic look and questioned if the new machines would create more noise or if staff was concerned about the frequency of the blowing.

Associate Planner Brun clarified that the noise study stated that with the carwash being enclosed, it will not create additional noise issues. She informed the Commission that having visited the site several times, it was extremely loud when cars go through. She indicated the noise study modeling was based on an enclosed wall.
-49-

Bellflower Planning Commission Minutes
April 1, 2024
Item 7A

Page 5 of 7 ends

Vice Chairman Birkey stated that when she first saw the project, she liked that they wanted to keep the charm of the original carwash, but was worried about what a stucco wall would look like. She asked for clarification if the noise study only took into consideration a full wall where the bus area was located. Associate Planner Brun confirmed that the noise study modeling was conducted based on the carwash being enclosed.

Vice Chairman Birkey stated that it is more visually appealing when you see the cars going through and that has a vintage appearance and stated she also wanted to be respectful of the neighbors.

Chairman Wilson stated that it has been a carwash for a very long time. He questioned if they did not provide a full wall on the Somerset Boulevard side and then receive future noise complaints, could they have a condition that the carwash be modified to provide a wall at a future date.

Deputy City Attorney Tamayo stated that the condition would have to be stricken because as the condition has been written, it says for any future complaints, the Director may bring it back to the Planning Commission. He stated that if the Commission does not want the condition, then they can strike it.

Director Oba clarified that there are other ways to enclose the carwash without it being a stucco wall such as a glass wall or some type of see-through mechanism where you can see the cars, but it is still enclosed.

Mr. Mosrafari commented that Plexi glass or any type of glass is difficult to keep clean due to the chemicals inside of the carwash and begin to look run down over time. Mr. Mosrafari also stated that it does not really help with noise and the blowers will be the same as they are now.

Commissioner Mendes questioned if the building to the north were apartments and asked about lighting on the property. Associate Planner Brun confirmed that they were apartments.

Mr. Mosrafari stated that they requested altered hours because they follow the summer schedule. He clarified that if it is light outside they stay open and if it's dark they close earlier. Mr. Mosrafari mentioned that the canopies have LED lights.

Associate Planner Brun added that they will submit for building plan check and must submit a lighting plan that shows zero -foot candles along the property lines.

Vice Chairman Birkey requested clarification on the signage. Associate Planner Brun informed Vice Chairman Birkey that the applicant would need to prepare and submit a Master Sign Plan which is under Condition No. 24 and 32. Associate Planner Brun and Mr. Mosrafari both advised the Commission that the signs will be replaced to reflect the business name "Quick Wash."
Commissioner Birkey questioned if the sign would be the in the same style and recommended that the sign be bigger than pictured in the renderings provided.

Commissioner Mendes questioned if there was a sign on Bellflower Boulevard and Somerset Boulevard. Mr. Mosrafari confirmed that the main pole sign was located on Bellflower and Somerset.

Commissioner Franzen asked for clarification regarding the glass wall. -50-

Bellflower Planning Commission Minutes
April 1, 2024
Item 7A

Page 6 of 7 ends

Chairman Wilson explained that the carwash currently is open and has a wrought iron fence, and they will be enclosing the carwash with a floor to ceiling wall.

Chairman Wilson stated that staff has recommended a stucco wall.

Conversation ensued between Commissioner Franzen and Chairman Wilson regarding a glass or plexiglass wall and other carwashes in the area and not being able to see through them after a short period of time.

Associate Planner Brun clarified that staff did not make the recommendation for the stucco wall and recommended that the carwash to be enclosed.

In response to Chairman Wilson's questions related to noise coming out of the tunnel and any complaints received regarding noise, Associate Planner Brun stated the noise study that staff received indicated that the side walls would be enclosed and that was how the modeling was completed and that there are no complaints that she was aware of related to noise with the current equipment that is there.

Mr. Mosrafari reiterated that he would like to strike Condition Nos. 15, 24 and 25 and modify Condition No. 19 related to operating hours from 8:00 am — 7:00 pm to 7:00 am — 8:00 pm. Mr. Mosrafari stated he objected to Condition Nos. 24 and 25 that requires obtaining permission from the neighboring property to stucco the wall because it may not be feasible if the neighbor said no.

Chairman Wilson asked if a survey of the property was done to determine who owned the watt. Mr. Nourani stated that a survey was done and the wall does not belong to them.

Without objection, it was moved by Commissioner Franzen, seconded by Commissioner Mendes, to close the public hearing.

Director Oba clarified that Condition No. 24 should be two separate conditions as the first sentence relates to the wall and the second sentence is in relation to existing signage.

Chairman Wilson reiterated that the second sentence in Condition No. 24 should have its own separate number where it asks for them to remove any and all signs from the building wall and questioned if the intention was for them to remove the signage and never put it back.

Director Oba stated that the intention was for new signage to be approved with Master Sign Plan, which would be subject to a staff level review.

Vice Chairman Birkey questioned if the applicant provided enough detail in their plans in regard to their request to strike Condition No. 15.

Director Oba relayed that staff prefers more upgrades to the building as opposed to the existing building and architecture, which has been a contention of the applicant. She stated that the applicant wanted to move forward with the Public Hearing and staff agreed to move forward for the Planning Commission to decide.

Director Oba clarified that staff's position is to see some additional upgrades, which was the reasoning for Condition No. 15. She clarified that ultimately it is the Planning Commission's decision to keep the architectural style as it is and the way it looks or to go with staff's recommendation which would require additional upgrades and be subject to the Director's review.

Vice Chairman Birkey questioned which condition referred to enclosing the tunnel. -51-

Bellflower Planning Commission Minutes
April 1, 2024
Item 7A

Page 7 of 7 ends

Director Oba stated that Condition No. 15 discussed the carwash tunnel enclosure and reiterated the noise study was based on the south side of the building being enclosed.

Deputy City Attorney Tamayo advised the Commission that in regard to Condition No. 24, which the applicant has requested to be stricken, staff has not received a survey of the property and that the Commission could entertain a motion to strike it pending satisfaction of the Planning Director that there is a survey that shows that the wall is not on the subject property.

Following discussion with Deputy City Attorney Tamayo and Director Oba, it was moved by Commissioner Birkey, seconded by Commissioner Drake, and carried by the following roll call vote, to adopt Resolution No. PC 24-03 with the following amendments: 1) modify Condition No. 15 to remove the requirement for the stucco wall enclosure but still require staff review of the final plans, 2) modify Condition No. 19 to change the hours from 7:00 a.m. to 8:00 p.m. daily, 3) modify Condition No. 24 to indicate that if the survey shows the block wall is on the subject property, it must consists of a decorative stucco finish, 4) modify condition No. 24 to separate the second part starting with "all existing signs..." to a separate condition and renumber the conditions accordingly, and 5) modify Condition No. 25 to be contingent on the survey showing the block wall on the subject property.

AYES: Vice Chairman Birkey, Commissioner Drake,
Commissioner Mendes, Chairman Wilson, and
Commissioner Franzen.
8 Director's Report on Upcoming Agenda Items and Schedule Director Oba briefly reviewed the Upcoming Agenda Items and Schedule. 9 Commission Comments/Reports
Commissioner Franzen had concerns regarding an abandoned bank located at Park Street and Bellflower Boulevard.
10 Adjournment
Without objection, Chairman Wilson adjourned the meetin• - :. p.m. to the next regular meeting of the Bellflower Planning Commi at 7:00 p.m. on Monday, April 15, 2024.

Attest:

Eliz-Beth . Oba, Secretary
Approved: May 6, 2024
o • ert "r son, airman
-52-

RESOLUTION NO. 86-88

A RESOLUTION OF THE CITY PLANNING COMMISSION

OF THE CITY OF BELLFLOWER REGARDING CONDITIONAL
USE PERMIT CASE NO. CU -86-28
WHEREAS, there was filed with the City Planning Commission of the City of Bellflower, the application of Bellflower Investment Company requesing a Conditional Use Permit for an existing non -conforming car wash in conjunction with construction of a customer lounge on the following described real property situated in the City of Bellflower, County of Los Angeles, State of California, to wit:

Lot 34 of Tract 5084 in the City of Bellflower, County of Los Angeles, State of California, as per map recorded in Book 54, Page 72 of maps in the office of the County Recorder of said county.

EXCEPTING and reserving therefrom the northerly 22 feet of said Lot 34.
in the C -G Zone; and
WHEREAS, upon the filing of said application said Commission did set such matter for a Public Hearing before said Commission and the members thereof in attendance thereat, said hearing to be held by said Planning Commission on the 17th day of November, 1986; and
WHEREAS, notice of said Conditional Use Permit and of said hearing was duly given and posted in the time, form and manner as required by law; and WHEREAS, the said Commission held said aforementioned Public Hearing; and
WHEREAS, at said Public Hearing there no oral or written protests:

THE PLANNING COMMISSION NOW FINDS AS FOLLOWS:

1. The use applied for at the location set forth in the application is properly one for which a Conditional Use Permit is authorized for the following reasons:
a. The subject property is zoned C -G, General Commercial. b. The subject property is currently developed with a
mechanical car wash facility.
c. The proposal is to modify the existing facility by enclosing 750 square feet of area under existing canopy to provide for customer waiting room.
d. Subsection 19-10.3.e of the Municipal Code requires a Conditional Use Permit for modification of a mechanical car wash facility.
-53-

RESOLUTION NO. 86-88
PAGE 2

2. The site for the proposed use relates to streets and highways properly designed and improved so as to carry the type and quantity of traffic generated or to be generated by the proposed use for the following reasons:
a. The subject property is served on the east by
Bellflower Boulevard, a major surface street with
right-of-way of 80 feet, parkways of 10 feet and paving curb -to -curb of 60 feet. The property is served on the south by Compton Boulevard, a secondary surface street with right-of-way of 80 feet, parkways of 10 feet and paving curb -to -curb of 60 feet. The property is also served on the west by Blaine Avenue, a local surface street with
right-of-way of 60 feet, parkways of 10 feet and paving curb -to -curb of 40 feet.
b. The intersection of Bellflower and Compton Boulevards is a fully signalized intersection.

3. The site for the intended use is adequate in size and shape to accomodate said use and for all the yards, setbacks, walls or fences, landscaping, and other features that may be required in order to adjust said use to those existing or possible future uses of land in the neighborhood for the following reasons:
a. The subject property has frontages of 150 feet on Bellflower Boulevard and Blaine Avenue, and frontage of 270 feet on Compton Boulevard, comprising approximately 40,500 square feet of land area.
b. The facility is an existing structure and use and
substantially complies with guidelines for car washes
adopted by the Planning Commission in 1968.
c. The south wall of the newly constructed carports for the residential property adjacent on the north provides
screening of the subject property from residential uses. d. Additional landscape buffer areas adjacent to property lines are proposed and required as conditions of approval under Conditional Use Permit.
e. The subject use has not in the past been the subject of controversy or been detrimental to adjoining property uses and the proposed modifications will not intesify use of the property.
-54-

RESOLUTION NO. 86-88
PAGE 3

4. The proposed use is necessary or desirable for the development of the community, is in harmony with the various elements of the Master Plan, and is not detrimental to existing uses or to uses - specifically permitted in the district in which the proposed use is to be located for the following reasons:
a. The Land Use Element of the Comprehensive General Plan designates future use of the property and properties to the east, west and south to be for
Commercial -Retail -Professional purposes.
b. The Land Use Element of the Comprehensive General Plan designates property to the north to be for High -Density Residential purposes.
c. The proposal is for enclosure of an existing covered parking area consisting of approximately 750 square feet to provide for a customer waiting room.
d. Sufficient off-street parking can be provided on the subject property.
e. The mechanical car wash is a use permitted in the General Commercial Zone after approval of Conditional Use Permit. f. The proposed modification will not generate additional traffic or change current on -site and off -site traffic patterns.
g.

The modification will not cause more intensive use of the property.

PURSUANT TO THE ABOVE FINDINGS, this Commission now recommends as follows:

1. That the property shall be developed substantially in accordance with plot plan marked Exhibit A, signed by the Planning Director, revised to show the following:
a) Architectural elevations and floor plan of proposed customer waiting room to be submitted for review and approval of Development Review Board prior to issuance of building
permits.

2. Complete landscape and irrigation plan reflecting "Car Wash Policy" requirements relating to street frontage and street corner landscaping to be submitted to Planning Department for review and approval prior to issuance of building permits. -55-

RESOLUTION NO. 86-88
PAGE 4

3. Removal of northernmost freestanding sign at Bellflower frontage and freestanding sign at the Compton frontage nearest
Blaine Avenue.

4. New or modified freestanding sign, if desired by applicant, to be installed at Bellflower/Compton corner pursuant to Municipal Code requirements of the C -G, General Commercial Zone. Plans and elevations for same to be submitted for review and approval of Development Review Board prior to issuance of building permits.

For information purposes, plans as approved to be submitted to Planning Commission.

5. Location and details of masonry enclosures for vacuum equipment and trash receptacles per "Car Wash Policy" guidelines to be submitted for review and approval of Development Review Board prior to issuance of building permits. For information purposes, approved plans to be submitted to Planning Commission.

6. Detail of masonry enclosure and view -obscuring gates for trash dumpster enclosure to be submitted for review and approval of Development Review Board prior to issuance of building permits.

7. Parking lot to be slurry -coated and striped with directional signs included on pavement per current parking standards.

8. Plans for exterior modifications currently underway, and for any modifications proposed, to be reviewed by Development Review Board.

9. Deteriorated exterior materials including metal cans supporting individual letters of "Bel -Comp Car Wash" sign to be restored or replaced.

10. Block knee -wall at Compton frontage to be color -coated or replaced with material acceptable to Development Review Board.

11. Issue relating to possible closure of Compton Boulevard curb cut and requirement for "exit only" posting at Blaine Avenue curb cut to be referred to Traffic and Safety Commission for further consideration and disposition.

12. The illegal, makeshift tent structure adjacent to
Bellflower/Compton corner to be removed.

13. Illegal "sandwich" signs adjacent to street frontages and elsewhere on property to be removed.

14. All requirements of the Department of Public Works:
a. Construct sidewalk to city specifications, 1,700 square feet.
-56-

RESOLUTION NO. 86-88
PAGE 5
b. Five street trees required on Compton Boulevard, one street tree on Blaine Avenue and one tree on Bellflower, fee of $245.00.

15. A Categorical Exemption to be filed in satisfaction of the requirements of the California Environmental Act of 1970.

16. That all requirements of the Department of County Engineer, Division of Building and Safety, shall be met for Building Code, and all other applicable State and local regulations shall be complied with.

17. This Conditional Use Permit shall not be effective for any purpose until an agent for the applicant involved has filed in the Office of the Planning Department of the said City of Bellflower within thirty (30) days from issuance of written notice, his affidavit stating that he is aware of and
acknowledges the conditions of this Conditional Use Permit.

18. That this Conditional Use Permit shall become null and void if not used within one (1) year after the granting of said Conditional Use Permit by the Planning Commission.

19. It is hereby declared to be the intent that, if any provisions of this Conditional Use Permit are violated, or held to be not valid, or if any law, statute or ordinance is violated, the Conditional Use Permit shall be void and the privileges granted hereunder shall lapse.

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Bellflower, County of Los Angeles, State of California, that the above application for Conditional Use Permit be approved, and that the decision of the Planning Commission shall not become effective for ten (10) days from the date a copy of this Resolution is mailed to applicant and that no appeal is received pursuant to Section 19-26 of the Bellflower Municipal Code.

APPROVED AND ADOPTED THIS 17TH DAY OF NOVEMBER, 1986 BY THE FOLLOWING VOTE:

Ayes: Commissioners Bustrum, Cassaday, Lance and Chairman Conn Noes: None

Absent: Commissioner Zullo
Abstain: None

HARVEY CONN, CHAIRMAN
-57-

List of Car Washes in the City
Name
Address
Cross Streets
Type

1. Flan's Car Wash
14317
Bellflower Blvd
Between
Rosecrans and
Somerset
Full service

2. Bel -Comp Car
Wash
9765 Somerset
Blvd
NW corner of
Bellflower and
Somerset
Proposed automatic

3. Star Express Car
Wash
9130
Rosecrans Ave
Between
Lakewood and
Clark
Automatic

4. Tommy's
Express Car
Wash
15106
Lakewood Blvd
SE corner of
Lakewood and
Somerset
Automatic

5. TLC Express
Auto Wash
10110 Artesia
Blvd
Between Woodruff
and Bellflower
Automatic

6. 76 Gas Station /
Rocket
15904
Lakewood Blvd
SE corner of
Lakewood and
Alondra
Service station
automatic carwash

7. Arco Gas Station
/ Express Car
Wash
17023
Lakewood Blvd
Between Flower
and 91 FWY
Service station
automatic carwash

8. Valero Gas
Station
8504 Artesia
Blvd
SE Corner of
Downey and
Artesia
Service station
automatic carwash

9. Chevron Gas
Station
17055
Lakewood Blvd
NW corner of Park
and Lakewood
Service station
automatic carwash

10. Moe's Car Wash
9403 Somerset
Blvd
NE corner of Clark
and Somerset
Coin operated

11. Car Wash
9352 Park St / SW corner of
17103 Clark Bellflower and
Ave Park
Coin operated
-58-

40114,
OF BELLFLO`T'F'R
cm

CITY OF BELLFLOWER
r 2 "tik1�ri
3— I. L
IJ lii I . ' 1 .

Fr rye_
Ni
1 11 'I {' -.1 I
• 1. 1y . .li rV. �.crc l
��,--�� • ' I .
..VLi, `; lJ01tt':; _ '14lj • '�':_ I I.: 'dl - I 'I
.II I LI. . 111« '--'f �R� :I' .(�,, ..• �.17.—�
—LJ�IIII ��-I = —1-. ...'1,_.,_,7_1•I J'° � 4 y,— �=�—�I�� II I i
I + i i 141 , u itfliiii I e,',
I tji •. • a' ..li:ixLIII0,ul '?1j26 41( I I; '
.:::::.:,•.;.: +
1 , 11�n a � III'+ II
•E--2`,11-17
" u"t"; 1,,J. ,. gyp l ' I lour .._ Eig44 I YIP.>• 1 1 ** I, .: . �� ; '. .....'e. , ,w fi i 1 211 I.,r �a -li i --110.2...,L-7_ ,'-' i _ . r '-) 1_,...I ;,1Il,ri— I i.dar ' F. .-,,Jr...,. - r p 1 , ' 1 I rv'1..i: �,,I
IT limp I, '�� , 'llL� ' rI �4J.L I WI 111 r -_-T;,•
II�r ' 1.. I, uiiir-,„_i„E
..iII' Ir'-1 i.:44 h L L __ JAE._ !_CI j1 I I RI IS S' I I 1II �17It r y I I IAI
: ,, it I „,,..„,. I - I ,I , ir,„„,,l' I, I'.: , ,7,,

11.i ii 11,4LLL�,II 1 I, LTI.IH 1,41, Ir -1,n,�,
1L'V I ' , -
T,Ir }1'111, 11-•,1 �.;.
li:ik 3H_IW F ,
Iffif itaj-.i' pl:
011:411;111 4,1
LEGEND
Boundary parcels
Carwash
Street

1. p41. •
Vic;' bAJL.;
.11;11 '•11.

SCALE: 1" =150'
t—LrLl—
o ..t ,AOJ ZS. .05
I,
rr
-59-

QuikWash Bellflower Business Overview
Overview: Revised 10 13 23
QuikWash BRE, LLC proposes to convert the existing full -service carwash into an automated express carwash. We plan to rebrand the existing site, install new tunnel equipment, install new vacuum stations, and beatifying the property (ie new landscaping and signage).

Operation Details:

QuikWash BRE, LLC proposes to operate the business from 8:00 am to 7:00pm daily. We -. —-projeet to wash —approximately 500 ears per -day -Monday -Sunday: We-anticipateour-busiest--- - - days to be the weekends (Friday -Sunday) with the busiest hours between l Dam-2pm. We plan to employ 2 team -member with 1 working per shift. The roles of member will be as follows:
directing the flow of traffic at all time. We will offer monthly membership plans for the customer to wash their car as often as they would like for a monthly cost. Based on the size of the property and the layout of the project, we do not expect any queuing overflow as the automation allows a constant flow of operations.
06 29 23

E ('ROUTED
O C T 2'0 2023
-60-

ENTITLEMENT JUSTIFICATION
Each form of entitlement requires that specific findings be satisfied prior to the Planning Commission/City Council approval of an application. Every entitlement application must be accompanied by a detailed description, by the applicant, on how the required findings are satisfied. The entitlements listed below are the most commonly applied for, but are not a comprehensive list; if you are requesting an entitlement other than those listed below, please contact the Planning Division at 562-804-1424 regarding the appropriate findings.

Conditional Use Permit Findings (BMC 17.96.040)
Before the Commission or City Council grants approval of a Conditional Use Permit, or the Director grants approval of a Minor Use Permit, the approving authority must be satisfied all the following conditions are met:

A. The use applied for at the location set forth in the application is properly one for which a Conditional Use Permit or Minor Use Permit is authorized by this title.

The use is existing as a car wash. Conversion to an express car wash from a full - service car wash will bring a more convenient experience to this neighborhood.

That is by farther automation, less duration of traffic at the site, less number of employee and activity at this suite.

B. The said use is necessary or desirable for the development of the community, is in harmony with the various elements or objectives of the Master Plan, and is not detrimental to existing uses or to uses specifically permitted in the district in which the proposed use is to be located.

The use is existing and it is located well among other retail businesses in this neighborhood. This business is also conveniently located to serve residents of this neighborhood.

C. The site for the intended use is adequate in size and shape to accommodate said use, and for all the yards, setbacks, walls or fences, landscaping and other features that may be required in order to adjust said use to those existing or possible future uses of land in the neighborhood.

The use is existing. However, by this conversion to express car wash additional landscape proposed. All existing yards and setbacks will not be modified.

D. The site for the proposed use relates to streets and highways properly designed and improved so as to carry the type and quantity of traffic generated or to be generated by the proposed use.

The use is existing. However by conversion to an express car wash will create less traffic and by automation and the new arrangements of circulation on the site.
-61-

Q UIKWASH BRE LLC

PROPO SED CONVERSION TO EXPRESS
14755 BELLFLOWER BOULEVARD
BELLFLOWER CALIFO RNIA 90706

A BBREVIATIONS
M•Au Nf r tim5swrREO 5Fmono woo .,
t b
s 16
E 005. 010E
0 WY 00 a 100 0
0) MO O CO mi.

0.x01004
A.M.
wQ0 700 109
E O
00 031. 111 11W 11.11
1111 10 109 31£

01. fA.M.
06 00
900 13 00 1
091415 105110 YO
K 0. MO OS
BO 01 00
b00 0(0090001
ins
00 ▪ 4 ▪ BUN(
BUM
0ER 031000
M CA ST OMx

0.6. 0
CMS.

CO M
Lu/G . 911
140 101430 0 .0100
COL COL.
00000. Vol
GOMM. 10 6110104
CO N1. CM..
e l. 00101x0 001
ORP. COM.

CIA ODOM
EE01. ammo
CO NW
OA MOM
OY. 000 16134
Dw. 0®0 .5(0
00 0030
D0 O0 0 COMM
1 DAM 6 0•.10 .0, q
O S 0104 0000 * M12
Dw 0100 1 S
E O.

G. CIMOM OW WH O

0. 05 00 10 SO.

EIR. 00:10144 AC I.

LP 0/01101 1 000 1000 0
m.
04001. 90101
06 1. 0792 05
1x0. 1:6 906.

06. EMMA
CL ME IMM000 9
OF MOSMx0 O
FOx. KUM0M0
x ft.

FL 010
RM....10
.10x0
. 315 0.. OM WCO M M
IMC0 1110
r1D f * OM
1 MM..
irk 11001 M0MKT
rrs M.

UIR 91 0101.
101 MUtE
O A WK Fa
M
0114. ul0» 3f0

5. O AS 91.
09 0 CAH N 5 Y ES M NL1001.
500. onus Y.C. 1.

G AD GO YA , V 41 604 0
NC. MLLO ipsc ot
0 379. 10000 M
107 E IMAM

00.0 11a 0/
,C6111,C61111616:0120111N.M 9V/0
1".6'.
00 .CUR x00.

M. 10 00 NK r.
so

10. MN WHO M
0613. 03 7.
009
020. 4 40001

0. 11x1
xF. Y :rxp
MAIM 1UR T
0x 06 INx 0 01145 0 0.
• woo m
HO olOgo
Y OM. 00040 0.

VK MMu s
05 0. 10 0110080005
91 0. 0.50100 ff00 N
00 0000
▪ 10011
NAG 1101 W x09.1
11a ME WMG
N9 x001091
Oi . LAE
A a .m.

OM . MO W
0G WRD� 000 t1C4
W 0. 0110
GOO 000011 0
OM 0010
3010[
PIN. 0
0(61114 U 5N•K
RH 11 100 1
1x 5200. R YA OOD
PI. PVR

01. Mientei
*

01. 004 1111
RR OP 01. OR AM 0090 KR N 11ACV ORM
150010
b. MFEFAE[
MR 0(00130 M
POP. X51010
POE . 000 *0KO
R00. M5 F(0
RISE M .O.

POOP
.01 0.110 04100 110/0 1GM R
.01
5115115E
K.16 2
.11 4 0 0 0 6 10
510191
9100
SUM
91 1 WCFIGINW
m. S. W.
m 010 01
MR MO.
u sgsg st
SM 10 1( 5 191
300 10 EC Vtt1 W
1R TO. OA
310 OF CUM
10 100300 0E
OK 1010*
TAO WI00EO A MC.
1cc
10P K Pm..00
15 10 £1000 CM..R
K CS
I
1100 a 10 4
19110@ 10
ONES x0100 010111000
M P31os
MM GCVO$ . TO
AESI
G M BO
two
sAMO IEO F
07700
(150
O. N
TP.
1 011

GENERAL NOTES
• MOO 40040 01101110 ALL 0007x!00011 OKU Mx1S
• Au 13.1.0% . 061e16 .0.10 01.AWIK te 001414

0.110 sub.. ASO. ASS mKaN LIOGS 101
MONK Nl IA A 90 10x 9] 0 NO VMwS>5 M59 RG
NI YrCX ro K Pt` � I DO N A 000 010 NOPo INu 1ulE

0.[R 00006 0 0 MK 101001 ND YV /b!. a 311
91 070915 00 500107
1 CrWME4l 01WrrMr00 yC(0MS OSMMO r b0) 1a51'.E.T.
403a6 PEro rek r 1091 Is C 1222 O W» 1�

0.gg�A IyyrtEp ox IMOBx4i lsr wlt O lellt.'1,C n ow

OT OJI PE
IX
IX AOC. m 1,EO140000T 0 ff bQ 00 0 1E rTO � 0911
x44.0100 `M(xOM Sri 011000 11 Frrt
11CL5 00 �IMAp 1M WW2 00.11FKTe 44105 2
.6122.
g.. 14 L5X 4.9.2 a�t1
OE
9 0u xi M LOO=1))701Y 11/06 M CPC. 10 MO
o. W OILpfWR YCE 00 7103
A K 1oNIl.131 0 Z. N N4MPOOMR M N S uyry. 1E LS YMM
22 .2.1 Wang. MV O 20.0 .0,0312311 lo
KAK .041yF :6100100 a• P E0010x5
A L. 9.2100.1.102
304x6HO AT?aW
l600500 0* 019 1'WV. of
.104 x1 00.
vW ep(L11•020. 1p.11:11M0.1pM� OM TO ORSO�SG.. IIO
0)8 0.w Gm BWIE FMC-. Ma y gxLM M
S150a MCEO 5 ALL 00009E 101x1100[ a

0.D, E ro RE fMNA ` OG OMM ,S ]T TAM.

N et IOR t 00 MP 0 OR CMIIIM IE a to S.

W W K OE TO 0 14 01110![0 40 200 0 w 1. M OO
Off . WOE 11 i 1 6 1111041 HO W » WKMA
•1.00 10MY,91T M01030 6f0OM 91MI T KO,tA1W M
1 100( 802 n0. MCMt0M Fwl.0RK 03
91H A0 06" p[ 11/010+0 S xdH¢ I E
x1101 "if 111 0500 90 M K Ou m

1.).611.1.5 nCC
Oa0Y�01a A 1.3. m CO
MOW 0g O 'NI&6 106 a wO L YMIS OM TO
001100 Mm a 00. 00111110130/(
919 29100 111E CQ 1201OF
49191 '79 ro
xU W 00 (X600 M O KIIIEFRA 0
100 PER C41O I, 31EOFIR�WIIE 111E
CO6RC IM^0 0 }W 10541000 31 031100
off MO. a 1011 1. wfO l wr�

REFERENCE SYMBOLS
- 000 0 M R00sosoa s
- MHN. 10 a
- .. :.y - row* gm- Y 3EL� _ StgOE000A
502116 100
Gb
- 0.10E 00110 01/0
- EO .P@0 MO
MAO 12 2024

GEN ERAL NOTES (C ONT)
I. µ 1l�raL15%0440111
CC:11 C. 0 M[ 0350 1.97E OS . cli NO
a 115 0 30 sax A10 020]11» (5.
10 .91E SNO B Oat 1010000 w0, AKC 07 IO C& MG
MM 791 010 06. IW O9N 791 5006 FM.
001000 011 0 SO. MO no. ROM . OR SOL INS
*W0( Aro HS 105 159000 0050020 03 wm K KW
145 015 9110 omit9 0 0011 0 000 300 00 0 10 x[5910
0174100DUC(S CRM fi MV OSR A 00 1005 CO 101116
CASED M oCREO 00 MS H MI. O H. ME
PM/0 CpM Mx 0CmE0 YS K OH KOK O
16 1. [1 00.1» 9 4 A'a 9. 0.5 NM Ixt O EM. COM O.
9k K1 00 r/S
TO 1 0 00 00Wa'1 0 100001 ilw•KR A
ma.ma.MIE a 000 CU M MAUL 1103 W 31 0
(9 410.01.
110x5 100: OW 100 001011YLLM0 104.0EFOR
NB OAx EG0WU0 M 01001 5 09 0 IM OT C.1CI0x
x0110 ..1131 ST 1014 SE. 10S w MO OT LTO Af0
CO AEMD w ix[ 1111 SSE. ro EE A M]LO es W
81090 001010.3 P.11010 vm 0 5MrK101110 011 FOR
MS OOKO SL 11191 1. 0101105 OP W9XtK M[S1fE ON
•,110 006 ✓ 0f Ws DE
TO. MD.. 0000 100
0C A9 DIE 60 800 00 0 HLo WS0.
x 110 A 0001 RN6N N 01[ OaFIMDp0.aI� 1p NG1] 1 7 106x 0 OO. aA l 0.E fo Rroort N 1c 0fts
pL [0C1p�y 15
HA MA TO M OCK. 117=
K IHO M VV.. FOR H MS
096 .1.7. 20 02001
21,01.10 9 ND .TL S NE 12.115 NOM 100
M. TO 010141E 00 5. 0(»M IN ort OM CO SA .
75: TO x0 p4 O ro A6 9A0R . 110F .• 01S .0 Mt.
relf IWC05, D 1L0MEOr5 11 1000 N C. N Rr 1010
0,A 1 K. 11010.0a WOInU0,1MY 1047 079 NE
M030011...LO LLS 010 0504 100 mMRRM1L
jFjlpj�yM01S OO OTMI Moo.. MOO. A.
x101 u, 41 PRIM +aCm. SH OI*1.0,00.1.2.ZO
O ft Cr Toad i �TPm ro
Wilg 0( 10.0
00 WO 011 M0.c 1T AMM 4USD F MM ES. R
MC A MAMA 00105102.
"at *r09".=%0112. 10' AP M, /031 &
• 0000 3001110
•. Nl MO O.. M 110 -0019 1. 1.S 0010 011HM V.
1 01 060x0 COO . CO 101 900 41 90 0000 1.

E Ma rl 091000 1590 IM 000 WM[ oso CEC0 xR l WI
OW M. H1r 0 M. WC MOW. K a FM.
511034000 00000011100 0019 19606000
1110[x. MMUM. S1.1 03 WLS WE D
W OR 0010 /W 0/411q% /P E 0 00150 1 70 ro om
O m acs
MI©OM 1.2
• 0M 00x045100[ 10.60 ai IMOx/p N0{ApR M1 01017 60E ro uwiOt�O TI 1WCP 37 AI POTI oiWg WSMl 1171` i0 1ros OM (wARNRM
c 1 700010 6
(Sri MO OR Ko n .S AO CMOS MUM 403100 70
Eg t" 4T '4 4r11.0:11. 4 00 0000E 4001 031
0100 0x010 000 »0 0100002
1190101055710. 1000(. 01fEC0EOY 3011 iAd MROi
01000000 *00 FY1C YOX.
0 HOMMO1.13 35 10 MOAT®FM 015 000 MD

SIGNAGE
NI M7 N SOME 10 AEW S
MO M. TO K OM A 10000 TOM
O. 94 3 RN 0000 00 3310 MVOSW 51.010 00
rt. I50010191 . MNMVO. N w 65012 a )
00+4100 000111.

NC I CO NFOR MS V .. K SHN50 .0 1G M
0/12011 MOM.. GO. DOMWXL

DIFFERED ITEMS

01. EO M. Wm.

FIRE DEPAR TMENT NOTES
OU. *00511004000000
MM 00 0 0090 ; MM. 9434 IWO 0* 00•00 AMC.
0 10/ OR X10 019 958095 TNT FM H)HY 11001E NO
00 01 1110 W MEE T AVM. ME 0007100.

I1E SE 150116 Sou l M Co 000 00 3T.O CO. MOA
O 01 ,51.1&11:r00.5 00 0104E 91001St 1E0VRUMOS

WMJM GU MXN PO CUM
01 P0R0M 1 PPE 500 010 0
ME MO.M 0010 0 300 0910 0901 R »1 1E# 6 00 1
A DE® 50001112E 011110006 000003E Mu o ff
W M[ SA D.. MR FUNK 1101569 910 AMMO.
000 SO100 9103 a 110 00.0000 *00
WM 11:9 Mm Y
01 050 9 36 ARE MOPED 10T STATE W MR 00
DAPApIM 101050 ACxS OR DINOI0i00 0 91 00 05
M 04 91x6 Lxr 0.00 7E n 0. x 100 \
w O $.11110 001E
1;x5 5SNN I K 000000 OR 110£ 0010009 ACCESS
00 O. OR MO 0MI M[ 1(10* 01M IKO r.

M O. 09 M it ME IMS M
MY. CC M0 . SE ACIN ACC. ROO M KT EE
To 1.0 2 Aw 1MIA9a » 1rRM rAS E AVM,
160 . To .0 .'l0( a C0 10 .2.1N
a 00 TM 6 1001910 310x 1 0000 102 450 +' 1 2 It
5055 M OMNC 1x10110M VI WH 02 1105
N OR¢ AMOCO 77 40 00 wa M 10000100 E.

07.41 61001059 Ko s TM.1100 159910K MEW .

KS. AM W.f. MFR 10 R[a W O (0 ,7 100N:IMI
091. 11E MOM LX4 0 FAR.V. 06 a LOWS TOME.

V.V. 11116 10• 0..1 wAN am11t2ist GE rie".
19110 :000. 005079EY SWLL go. NAO S 0..A

01.1. a AW . V MS. 9O MOM AW 90 ll
r gam 9121015 Ufa W1 N0 11 M 0.O

03.. WAS OF AT MCSS 1111E 0.4010 On E
i0 G .16 Msrm
A 11212 MVO a 400. ICS 105 ME FOOT CAM
Al 105 0413 00 1370 1F 1
10 044 ( SP IV. 510 100 115 MO. A0D 0 Mg rom p

PRO JECT GENERAL NOTES
M. MAR *100*0 1010s W M SE . E MT
090.01 70 40x5 0 01 000010.'1 b1 M ONA.
100 SE 16 a �K0011o.L 756 TO 490 50
0 111 WE S1 10 C OX
02 ILL 001 MASS 1.4 000 ROW 000 0 000 0
110E SPTF16
m. 914 NIGM4 0591
101- 00 Alm co al s 4
010E -S M/ 0 14001251 OS M10
P LIMED 9)412 COO MEW01 0:
6 C gW )C Mfro ID AR
011 WMS 0ASS S. 91210E 9101/0
POI$ OF 2040
00 . A.L 11700 4 .01403 I Am 0 01000101
001 W 01 001004t 9001 1101*
ASIEV w N MONO IMO / 0901'
004 9 .191 4E Mw4 00000 0105 503
W» MVO G DE 013101. SAIL 1111E 0161011
n0, ME0E 491 N UM l*1 MW N9 , P 911 RAE
TE Ma. MOO 91 UT V ON 0400X0
AND IIOE OYES 1.

HOME NWRES SI 0L M 00 5100
MM 61 .1.11 0 0031000000 OWE
t0 , W�� M 6p �1CO130091 . 11 Lo u .
2911200E RLN
IgGI00.W* ) 000 ,
009 PK G 001000 05

PROJECT DATA
SITE A DDRESS:

N Y3 GO1R0o . 00*CMO
0NR 0ER WFOPMN 90 00
RE MKS •26 A SO USEDTE WASS OF:
0700 00 110 . 1005
00110 000 CAM. MO O
SCOPE OF WORK O027
0013 4 x 1x6 110 10 10 x3110 10.2 ff40 0M 51000 FT
M0g49 1P000Ma MO . GQw0 30101 So IT
MO MOM WI Ws 1010 0. 111 10 x05 1 1
101005 1 RD awn MU S n
M OO 0. 10119 MIWar t OOM FON
. �• 04` 011101/_
IS A
D TIR 111xm 0N EMS 0X9 1
MM. SUM 00.1 7AD 3
AT 0.R FROM. WI ME AMIGO CO GN01rtr oeI
1011051001090X10 GC(010 0111 0300
1st 0WWE V S. Cr MS WI W IS AY )STWC

11. 41919191, 10. EOA ns 66 NM 00110 1S K
WON 0 00004 1 0AIE 9110 9 110E OMM1.
...OM TO 1ALK 0 01 AY O 011 »¢ 0 011 04410x0
0110 05 P1E510 W1U1 TO MOVE W.F. 05(19'0(1
0010» 1910 59 010 OS ag01 1 MI. COMM.
00 COMOS 10 00 0 50 0050 000E 0d3 NN33.

WOKS .x11911 0100 1 )10110 0 W110EYOK

SITE AR EA
0)010 S (O.0( o9f1) t2/02 )]
co▪ n. GM 00 0 3100% $0 00 50
PI3N LL7 ro EC 00100x[0012700 (1
CO1 00 I.YOx[941110 01 M01100010 003n
09 605000 Ws.. MO SO n
Mx01 5 CM As o I LL16

PROPERTY OW NER
a�0,.99w064 5(0000 34x11 799
00011 00 01 C AM. 00000
111019N. W 0190LSt9 101K M 5a
999 6011950 000.

W IMP. r101c 0w 60706
ilrll EVlMwo 616 arm

ARCHITECT

10.4 0111 52 VAC MO MWM 311
WM No VMS. 92.3
MVO. 410 3E6 1070

CONSTRUCTI ON TYPE
0017RvC10 0 MOT.

OCCUPAN CT

NUMBER OF F STORY
ME SO O 0015 0

BUILDING HEI GHT
MF ONwn, 40 0'

VACUU M PAR KI NG STALLS
Ml .r2FMH10513114
ls o 10
M. 1007X5 OM[ ruse= 0 0001

PARKING RE QUIRE MENTS
I/mum MG FAO/ 300 . II. 011000 1015 10
Is
of 10 A MU. P.M
,MOO SP A05 110 1001100 00 1 M
'HI CK 0 00140 a0. 0 6•AED 110 094(
0 /0 0101, 005910 Ot 0 1001 .6110 0004 us 20
919 A 101000. POMO Cr 11 x 00

GOVERNIN G C ODES
[Gx700WO N 951 CEI ELY 0 091 009
M.O. CCOE 3010
304E 10404011 0 0. 90 0 O.

MO 11110930 001X001 100 0401 R O O.O,

0.9 NO WPM COWS
EK/ .. Cm VIto.. 101 2 a ssr O
M 372
0ll MOMS 1010[ K SOM. 000031 00
103. 6p1N5, 0 4201 a CM 0520

1.0.06 OA OF .011111. Kula.
��S9�,nMwrt COWgDl96P510MHy�3r 0�xO Sro6 g4y;r001 yOp N�7/0p+ 1 0210 35 iese1 01rM1 000701 1w0)pIRp17gLLmO p .s YA TE
Frier KRIM 69... Bi t 15 1000 M. Mqo A

SHEET INDEX

SHEET LEGEND
0 1000 1
*0 0 00040 5002 P0PE0 0014
AID (01 106 9TE NCPYIY R.V1
A1. 1 0319004 9114 ULYEU1100 00/4
012 00040010 910 P0)N
002.0 01000. P V»
010 ❑1001000 01 .11 4115
400.0 9014012915
P111.0 10011X0 911 0.0105
fXW 0011 (0 W 31)0391
L1.0 *00REEO 14040 '7 00 *WI
900 0*01003 0 SM 00 4001 0 PLAN
1 W 1 SOf 5000 0.1 RAN
000M LID 0 6EE0
D1AU 0040WI10 05
011.0 010 0X6 040 0,D RAN
600 WONG DEWS
0 01 MI 001700

0.02 MOM G060 6
00016 OD NOTE
(0011101 91110 WW1 106
00 00 9E MOW RIMED
910 CUT CR Oa 0000090 N THE 911
910.'900 0 6 WAD 10 16 1 OER .b 6911ERS
HO 50 04 050(0 0 0103 .0 01111000.

GUSEED 0)1090)100. . 40:G

PROJECT REQUIRE MENTS
a. 01x• 0(00 F OAR E111 H. 3.100 ME 11 10,10
W RK0 MOW WOW. [00 01(0 1Mf W
0010 0(0 IRWCr0 01.1 Re 100201 . 50 goo A E 51(1x0 001010 0151 it ASCHID 01 YY1LY 0xiM01f 1099 WR

LE GAL DESCRIPTION
201 N cc wont W 000E M. TE [111 ' a0 .110 V L. O EMS MIL V ULM. AS FI R NAP FE blt0001
14919160 Pi Ws S0, S. 7 10 0 72 W ag% Di TO
0131[ Of CO OK. 0UW RSP 0900 COOT,

VICINITY MAP
PROJECT ' S1 'E
3116 Fa'MY
.x11 .-.1 10.1
31(0 0.09 aR1 •�
91 FA^'

PROJECT
NORTH
J I¢
J D_
W
C UJ
m O
CC --
O O
W Z
CD O
U
1A 0
Q LU
• O
• O.

O cc
(0
O B
>
ma
Z
cc UJ,Z
o • 2
J 7
u a
J U
LLI m 010.0
1f) 0
Ili
Q
J
m
06 0
11 0321
SI Oil
g 06 11
21 m 2277 PJ

0.3®
M»»
Na rk

COVER SHEET

PR OJE CT D ATA
A0.0

W
W
0 W X o rn
c W J
m O mcc 1— cc z
cE
w z W O
0 O
cc J
w
J U
Z Cr
• W
• CO
O
W �
0 O
w

OUIKWASH BELLFLO
N 13TNJ G
A1 .0

W
W .

Zk
:L

LOIESTAPE

APARRE NT
_40. 1014-
1 1 1 1 1
1 o ismfa I 1
003. .414' E 330b
MARMOT
CRPPIN

AO JACENTPROPER TV
R A01 00 5001
n
"ns. LO33

WIDSC/YE
I I
1 I
L
A PARI.E NT
-PATIO O -
1 1 I 1
Irk 1 1
I I 1 1 1
I I I 1 1^
311 .1 1
1 1 1 1 1 1
1 1 1 1 1 1
I I I
t
11 1P
103=.
1 8
1 3/a
L_ CZI
•
I •
gem' (*ME P40
10' PfWDIt,

11. tztos D1G C0IKRD2 P it •. .
q REJPI
A 0004 T-PwFD R EA10 MAIN D
PEWA/0a
RR
EJ050111

1.1 n va E
3 . a.i
El a
E3 a J
WA SH.
fasm . —
1UJSIOAER RETNI
10 DE 50000010
T R lO BE ow 'IMIR O CONC RETE P /0
IR WIN
�tghEO
"1011:'
b
W106CAPE AREA

TO BE RO WED
50 O
BE R ENO 0
sp rou t
M 1013000' E 311AY

PROPERTY IR E
SOMERSET BLVD.

EXISTING CAR WASH SITE DEMOLITION PLAN
as a 'j
101

SITE LEGEN D
0 006R110 10 T OMO
a = = . A0TR w 10 00 0EN01@IE0

BELLFLOWER BLVD

PR OJECT
N ORTH
J w O
J d 0
LIJ w 01>
m 1mz
Z
0 Ed 00
U
J lL W
m0a
aWr
g m
Ct
O1 of
00 N1)
01 11 31
301111
CO 1311
03 D11
10 33 11
11 0311
13 0311
0311113
03 IP 0
WEE
pass
11C O11
SIT E

E MOLISHID
PL
wP O r. 1,11.

A1 .1

BLAINE AVE.

WW1 moms 10K 100590
F N. TA WV Of M ktg
9' 9016 0¢ 0140(3
FR51 10 (00 6 CNN MGM 10 OE
61 0046 1 5)1052 C2NP94
95 101 64! 41 16' 1 (0 010 010
CV1. 1E A •6. DO OM 0400000001t$_-
004410 11000194)111011
COT CE 911111000 5)00110(6
esP-10
11 0. 6;01 3 00 00 1440,0 79 139130[110 15 100110
111 090 MU NN SF/1901 5091 N O1001 D 0a'
AS 401160 1861 40f WO 01 1904 510 00 ( TO
010E V10.111A 0 ;$I 30!40]:

K 060000 PAIR 6 11044 196 1 0# 190
SUCNNA 10 3}69x6 MOW N
10 COH106M VON
(-6 194 E WA RN 2% SU M Al 01 10 1101 6
(MCI MO Is 510 1E 0 0*0 ORLON
00 0
APARf1EN T
Sl9U 0 30909
5 FM 10
XiFD A111F ..

A PARMEN T

AD JA N TPROPERTV
) 01 000 5061
W Y 71_21
10 1 33
a— — C-31— —IC- — —
.... ... .. ... .................................
320 10 5
TR
06190:191 141 M rED 0086 —
0 W _M
0410 00 0 —1300— CM C
X011
® tool
20DR h M V3
092123 00 R ENY CM 66 OAP 000909 40
X 03 3 0 1 0 41109 0
91161 0100 0 0110 4131100E 1094
1 13910 0' L c3AN1
101-a

APA RMENT
108X44
N 50 114 10 I
N
1(0 11 31904 01(46 0[1 0' (PM 00 690 31 TO 6F
•
100 SUM. 10 9( CONSIVILCU O
401(3 141 4 0110 0 MAIM
NO ➢l OO1ft r 101 CR Y K 60131001 991000
SOMERSET BLVD.

PROPOSED SITE PLAN

SIQNAO E
(u (05(410 50741E TO MAIN
80 510000E 70 EE 11X040 A SEPARATE PERM
A APSIER SIGN PW1 13001(0 FOR PR6'OSED SCRAM
FOR SJ8NT101 040 0(97(701 NM 50 va unt Of
66 (0411 9(010.

NON CMT0400N0 SINS 118 1 CUOMO 00 8E
BROUGHT 09 !0 CURRENT Coo( 000 9(0W0f.

SCALE: 1/16" = 1'-O
W 27 a5

SITE PLAN NOTES

01. MC 610 0[ 41 01 M]P000 TO 01 940.1 6
8351150 3.13400
DWI 111 4001191 6 1 40) 0000 40
091/ 01 91 6 NMN( A 1 6tN1 9fP.
02 . !016 IS IN 1RP0 5.01 0.1N104 Ct 60SCD
TON 900 P OL Y P.9:C 001 AYAY NO
96 S16£6
03100 1 00 04111 68;100 F0 0 WAR 1 00160
80 *0111 6 PR4S6N 0 BY BILW A® /119
II N S ORIMO 10( 0 NAM 401 b< ON NA91
9110.1.LS
r
17 016(0 1 014 M 00 1109109110
Seffift At tR0 MO M iMRIE0 .11[5
110,1,9i11.4 0,11-116,
8 +9.02

BELLFLOWER BLVD
00AEA s tow N at coati=
0 Ch P31 0401X002 '7 .4 osia uttEOOU( 5 )0 6(05 1039
O TO 22 N65r NM ON 9 EURO= NNW.
rlA 4l& OL9 /IA1"

SRE LEGEND
[� 00141[ 10 RLW RI
C = DOING 1} 36 008 0.3 6(0
®11® NCR C AR 450 COMP MMES
SCREEN CAR 01511 ROM: FROM

STREET WO
E »1090 08 0001

2.325910 9004(010 the
81 22 23

LANDSCAPE RE OUIREMENT

MUM AREA
910180(5 911 PARION7 WAXES
NID 8018 0 SPAM'S
WES NOT NLVICE OWE M5335 FOR THE (040 000 948.3 50 01
5X AREA OF 9044(11 MO 473 .15 SO Fl REM O VI DSCA90 AREA M4 TN 90001 46. AREA
P1109W 0 1AR000APf 441101
409 101E 9 40000 11 AE 10 1052 93 91

SC OPE OF WORK
00403390 DONNE 1010005 0041 PR0t 519 50 0
4088 00005RPORTIO NS 6 0151E CA 0x 61197 SO N
00110/00 MO 011,0( 0 302 04 . 3M MN1gl1 RON
110 0 COMM 0001 10 5 1100 001 01640 9.191111 room
STR UT 30 0 14 0101404 01919 0 9316G F RISK
1 101! 91. 99.011 1(0
Nr < 000101 0011935 TM 431
061 1 SELF S DK WW1 51115
09 ® 3

P ROJECT
NORTH
cn
fn
J X 8w J
¢¢ 0 m
W;
Z
W ~
3 Z 3
O 00
cc J
w 0
01 0 w f
10 nna 4'°
w
o
8 0 co
0 01 323 AZT A
02 01 23
02 09 23
02 13 23
02 15 23
03 13 23
33 28 23
08 25 23
001703
08 01 23
08 05 23

PROP OSED

SITE PLAN
1(000 .44
910 n49e
M.2

3 \
e
159146
OFFCEG.

IIFM
H4 Wt0
T. 101P1
ro91AR
c EMPLACE
6-0• FROM

O DSTA G
(OOIPOEW
VAT
1{41'0 147
P
0• y Y-4 • 10b•
27-0•
07a
aA25

MONO CA R MASH TU NNEL
(x 01912 IM06GPE y`•�
m
N EN CAR 0146 1 L10EROR W NL
SCREE N FOR 0052 11! 1x6 1801
5716 61 Vi0 VATOING 00101 MONO 010191
•
® FLOOR PLAN
500 3: I/O,

FLOO R PLA N LEG END
1 499511143 10 MOAN
09 27 23 = = astir; f0 00 ORgUS9 3
®Im NEW CN1 7031 (01010 07 11 NL
S%RIZN1 CPR WA 911WN 7 F RO/
(..� WTI MCP
09 27 75

SCOPE OF WORK
CE1121191 MADNI 1 .20 RISOolP/M RPPROI 519 50 41
0( 112(101 ➢OR127 6 OF (x15101: C! R M511 1127 50 Fl
(0EP 14 051196 OR wa n 1LR%EL (WPM 0000
RESIP(A14 1 110 0100E 1193 553 IT
A00 CROU P WAL L TO SC91 8 C AR 0AA1 15013(1 30011
519621 VEx 11AT 0W0 Ex 27ei1 R1.1Wx 0 FM5H
CMSG2 1010140/41 1011
DME 1001. 01 (01*0S OR WA5H
7003 SELF SERE 5127, 40 MALLS

FLOOR PLAN N OTE
01 . 11015 1/9 0 0001 FR0033ED 101111 80 OF
(1 10120 e.00w.

ULM IN[ [ EVOLMI 0 IACO006 MO
0 01. 01 6 0.610.11 REM SOP
02 RO E 6 x0 FR603'D (3(1530110000
1002 001 IRGI P. AG Rs01 A xs114 00

K SDFEF
u51INXX
9•1 7(9111114 1501400111D 09 & Y1� W00110
s pill. FH A, 1 k xl.0 ‘Ex 8x CPR Val BAIwO WS LL9

PROJECT
NORTH
- cc - e 0
W
m 0 m
cc F" cc EL
304
o
W 0
�%
J
WOWW
C° O m
Q W LL
3 Vl LIJ
J
0 c m
LL
PO 1A
A
09 27 23

FL OOR PL AN

00 27 0]
C.9R1.i0:Em1RKca n.

U11'IMa �ROIe ETNS
12 07 23
E4Gw: soya
m NM W
ROO RIN SCOW.
10 894 01
00)M
C4R 11.. 11 111.9tuENwc
10 RUM
rl
2 � 01311111111114191 /11/41
11112
SIR. 1St WIN K 041 400411 0 BMW EF15x —
® Rum 0x40. 10.0 3 11 64 ""
NOR TN 1043 0 Or Or CM 111311 W440*
O 510
1 0ESCOT
9 1.11.419 .0.11,
10 ,
01 l EXTERIO R SOUTH ELEVATION
910E 1/4-. r_0
Of SOW.

WWI
el KOOA15F0 1110 5
SN 9 11 NO 4R'd) PE FII41

BLAINE AVENUE
VIEW
— 0202 *2 UNRR w11
- LN1)411Y: N[ FD 900
00000. EAL AND FINISH ES
ES WN4
IIR rNN
N w4 ly
2 'Cram
�. { 99 4 14 111.10 110M..

G RTi00N 9A w1
10 OW.
24 0 00 48E 1 02 4
IR R12A0
® 010 RaMNE0.9 N01 ROOM
m
V
F>YI00
m� MO ON
_ fl

1.11. MIRO 01E1101 EOM
(9 31.1
ES/ M 1P 4. WY CIA
WAN RO M RCM SW 'WOE TO 011 931

O O RO M
ENBIO G ]2007 401 PI.NIR F Y JII
EI KC 043 wWM EOMGR WA91 ORO.

W 2223

EL )RXO
GR 491 110
09 97 2] nA ]
EWlw4.E
pI T
10m0t1ERM ON MICE
E9 )TO
SW, 11 .oe

TO M UNI,
09 24 2]
yA SN 90[01 0(11111911 10*0
S IF0 M.
9 N EW 0000101 1*000 9111140 rlool*
99 EN 4oMOT 0010010*4 w0mPl
Y OK DI Wahl O 7w ON 1064 Www ]
02) WEST EXTERIOR ELEVATION
EAST ELEVATION SIMILAR 90431 w.1. R
0900
Man 920 0
10 OD M1
J
64 100
0 011 /EOAVW I PEW
X, 442411
EO ST00
C 9 391 14011 W10N:
0124 *0 9 warm mu
—i 1i1t11,Wco sum
GARI R 150)1 04
101[% 110. 10 wl 11' 04
E1
OE®
4000
110* 00 00 u1900lW0 O EE BW K0 019
ive
MO 9(RE0N0 0101 Mar 1!N ONI owl
Y4 U 010700 1445
I W010 0i0f20R1 *i000b ra 1MN
03 EXTERIOR NORTH ELEVATION
ETI WN rIA WM GR RO011
10 00* M
VREO N A91 110011 FR O/
T

SC OPE OF WORK
0C110Ey1 OGSTI A TAM NEM IR OW IPPROx 519 SO 11
E(YOEISN PORTIO NS OF 4109@ G CAR MA41 1127 SO Fl
KEE P E NST NO CN R 4.404 Mae. EOd0EE141 ROW
I ESI4O0 Y km 02710E 4093 SO FE
00 0 EKICR 9R 9rel . TO SCAEDI CM wASK 1044443 FRO M
SOW YEW IMICN NO C X6I= N YDNG MEN
010010E 00 4420 %1 FOR
ORM TNRWE N C%TRESS GR 0054
'M RI SEW SEW WOW / STEELS

EXTERIOR ELE VATIO N NOTE
O. DOE 0 NO 0110 92 *4500* TO EET NIW
EwI NO 90040
2 2Y➢1 RE Xl 00M 011.3 64w00 400
01 2991 Er MEMO Ki st 91 o
oz ro¢ FIS NO ac 4 ONO 11.1IMS 1 4*l 0

RE S UMS
6 am Ara
! r4 01wL*019 0001
240 00; 2X4)1 '9./0
J 0)
000mz
a r1-arre
• 0 4
O
m�a
U
w pww
m p m
Q W • 8 O
Y d W
0 c m
d
01 IS

0.01 23
09 Sr R]
w11110

EXTERI OR

ELEV ATI ONS
A3.0

Ar chitect - --
AP-FE Sean Nourani
Arel ieets . Planners, 6 gneere
901 west CF4 e Canter Wee Su ns 200
Saris A na Ce 92709
MiKha» 424 365 2070
Erna sr dMedseann areNroul ockean
N M9OE -mSWANE tIM[9
RO AIT
bCaaeRM'plrmx r0_-
m)AK 0•00sox s nt
n
(;�,
rprN aR_aAaE 1
°9 W NAr A LSO K Wu . N GNIED.
0 SMA LL AORMWIi 00 mu. 0- Tr tav ulr 4aW
IINa E 110.

On
In i
.x
WV. .

T
MA
_ f
VIl+1lrt�" !"rnp'O �Froi'wc �99° .NMe r1O
0000 We W 0001
r
t\u;:
11 a
rtR sPEIL Lic. Ile - 20.

V TO��
Sro'W'r M Mp
Gov u
NV. r P.0
D00 OB PK x 0AC fty«
II.
1 fllr •N 't1MRMM
i hxMo ONTAni
,OOM ro9 AB wN
-
•�
111
00 OO QO QO

c
IMIES3A4 . ACE
AO 1 NO
^NRrece cc . W A. EN PAPAW sOAC E
,h' MA W Pnfx
b] D.IL. 0

«
0 C

1x0 :4900
`
3O
':,r
b
.rolMfiirSS l OP -- M
w00 0 AO 10 1E -
: O
O

Go
\\
..onHY
A ft* ap, N 2 .1000 20
v nr 4 •
._ ._
1O

`7 n
`
O
E:i SEt )py
11 o 2 0000 00 ve l.00
J
�3
_
■---1401013
` MIERE OQ LRS
PA RSPA A! r/. SCR 91M1L H
4I� q
axe s0 0 20 0 INK,120 Of ap
e ms
-
i 0i 0 we r °r01A
A
ir -
.. ,0
33n
BE13 2L/ErPENE� AREE M.Z.
/A3r: E P OOK M.
et 00.0 ROS
-I1Ift�iOtt
SAN tm
SNIYbLAAI RDOf
OY.r
eMa
�I
i
q'
Pl
qI pACN .VAYIiEO PPE T0. MT
ro t MO RKv aoasrM v tx maoco ,o
WO ffMa P.
p.M 4.N MA�r.. ..00
,e1dN NAriuI R ,I. ea
A N�rMO012.0
tgmWa c
�y -
�Y
II
SI
a n a a R Eltaltee r DM va
tltl ru roop.. SAv' ae .[P�P �1Cfifi10
w41.,,• 0it10A=1 MO

B AY&RV
tA.We. 0. TO
o ro �
,.

AT ne f0002030 .2
yi
XT.S

8. .
qI. At 19 0004ROv1W ro0110
o ve CO 00E YV MMAS <N
DtWER% nY.vNJ3ro PP[
_
MR Ap 0916
Oro Mv 11 % .0 011 M 1ay.0
{MIteR BOOM
YMu rtxl ■®1E1 H1
vIL

I21N ,fu %: Al 00 00 2 pa W 10061x ,
oQ IOC
,E• NN
.xe. mor. K
rl Imo• NAP wJM I AMS Al
A f 02 2f s' m v MIR et6i
000.2 10Nn r I pER H]
M1M Pfv. am o00.x AAM MILE
wr[LL .R�. S Sle „u-mA ,. ia
Lm� As trai nu e , ,. c
'°A� 9i' PMi1Td,RMA-: " r M'%'e l iaxE
'J
}.
re
1 CLBO r0 01 a OtrICRE7=
sao «wlR n
NEW EXTERIOR S TUC CO WA LL 17

NOI TO SUL E

C URB AT LANDSCA PE
Nw ro SCA LE
AND A SPH ALT 14
TR ASH ENCLO SURE 10
Mb TO sr.R E
TABLE WARNING S 06

PARKI NG A CCESSIELITY
SIGH 02
y
TGo AC Oi'I•o Do me
r n'n .
0 7'11 :o
1 G8R'8"1°Rw0,0 .s • 22
of mm' '" I `is°'n' r 00 2. 1-0ex am 1.200
10 0 0.1 w 1010
0 20
17 IA.
-I • -i I
Il 11 `i
I/e-R OAa 1
�

• L•
P -P
1x 105oPF Ln /�j
�.

IL -2 -.II
M 00119 8/6

III�IIIllll
-
lllllllllllllllll
I
II
P.-
LJ
I -�
p,
1rClra,
F5r L rI
rm
r• WJ
( I

_ 00.2,
eVi
rr rr ••, _..''�`
Pm
\\

1.�. /
e ..
it,
� C -ME51 t'9
I �. Y
Ol 31 0025
-
swllw<u:
, • 1
E.." .: ,:I '1Sr -1-
n wrIF A11. i` .inn lo •A
`_ IIIIIII... IIIII
In ,a
N v.
o .Z5..r l 4. 012 AT
9crm 1.
1��1
CO
02 •�
mR10 .0 0 00,pi n000.AII 70
02 110 .0 a
"00 9. 2W..

Wea 0020 0000 OWL. .

VAOI S 01 00 RM MeV
2,0 2 020 t9r,ie0 0. SA t. 1 211 4. 2 St N
.0 013 00T 0000 Wm mall IIh1 0]) .R I
WM f¢t NR, 1-/03.5 e, 0 Wer ra 0E LOW. or
Ma 20011 10. 101 M. a 1 0200 A
TM IRMN ,14-K1.

MPq[MPP Icc Rae

C URB AT LANDSCAPE

NOT TO SCNE
AND CO NCRETE W ALK 15
ENCLO SURE GATE ELEVATIO N 11

BUILDING ENTRANCE
TAI 10 SCi a1
SIGN 07

CUTE RA MP
101 m SCALE
03 AI AOWERNR rIr 'P AIL..INa1 0
TO AV
0 TO woo. 00020 OR
ST N. CR 2PAOEM
0*00 rw1 91F 0 0000E
As 2 0321 32-17Iwo
000
w (J9
_..� _ ■�'
ride.,' Wx M N-0
i".�RRalAiOi °I "`ID
f,.i2131
•
•
` \'�
i
,i
p
moo
MtAH
i v.H
LNt �^PA IC
02 W.W , I'ol R eM 1p 9Af-
\
`
, 3.A
S- 7 YN
tMls o Ra
``
,2,~wic ~
0➢07
■l3. .
ePM.
000
Po 012 2011, 0
PI 1,E 1-
. ,_______SL OPE
a Ym�¢ :"'ov °I [ w+P
YyE
I

1.„C
!
,• aea,flE AP . ./ WRE
• Ois. RO Rrp wN a
y y
■ !
to

0.22 \
PLAT01 2 20. 22
Pu16AME 0
0,02
010.
010. 01 21 2 OE
°R `. b

SIRE DETALS
Y_ IA• re
ADO.°
,•
•
Rw v ;ol' n°r oaw,w-
ii
1 000000 0010 00
\11:g
'
00 A
VAX
210 I� I
L�
�-\ \\rte
`
`l• Ow 00.0 M•E
oMcwM a mo ors.

TO
x (PS l
YAk. P ot cec1 =ge nus no
, mcns .e.e,
CONC. APRON 16
NO T TO 904E
B4CLOSURE WALL ELEVATION 12
NM 70 SC al
PARKNO AREA MN 08

MOT TO S OP LE
L ANDIN G AT EXTERI OR DOORS 04
TICE 10 E0AE

1.10., (0164 1,440, 666 =,6 1,..=
rM 0 06.6 1.00 ou 6 10 NE

6. 6661063
o P�'a vw�6 o." u,"" "...... >.N.,. N w. wn. o.rn wl�.
rw IFmI we w WS.. Man son :1.06.6 4 r 0 06 ,62,0 01 >,r. 6 +60 1„ go u. •166. 1. ',ma wawa „ 646166 r in 110 a fmuXW Kv6 m.w ¢o3. .. [ EA W aifx wJ ® r' nNN 6 51 Mw 00 an ChM.. n XP. 'KFw O .0 LA M 06 1610."( Al tor x66 ua 6 10 Ai 66s Mgt. a Mai" 16 164 Mn tow
Vo own . A 6040 0.30 WO.. Co X VN M.u ,W50 r,6 64 .76 .004 0154 .6.

Mona. to _
M.vu 66 6 Ma0911i a nOrt or am Vinn 0 .10 66 o.1'1'066 44Om nt+ t?O fE Or « NmLT A roue kr aal:. tl AM Mw,VIA w> 40. 00 4162 , WM I• ,D 0NFNN. 6. 6.• lm :o av 6 1:0 066.6 106 3066 00164 11. 610.1011 946. 16. Sit „*06610,0 040 firm( • sir f tN r :Mam F rre wAHNE .66 .6 q O. a MrA rA10"
r116rr, «., 160,06 0161 .,6(61 a X 0.66 r .( 006,:.0 A».an. la Mt
r. . (A(„6 �, »0 00.66 p 06 6646 (46 i(6(F 6
1¢0 •6960 1. 0wrn St : br a A (1a6 A66r.a «0 1.40 >O 6 6.16 n0a Via i'fa w6 " 'Z'O166 0'(1, .16"` '0,.1 TO wt.. •"wi' 4 . t ' Stu o. s.wo 10NIgo'""Na fd. �(o"°,nwo`i:..'' n «I° ,:';: 1".� %>"�.t�aaas ,•n ,r N g'«gym : Ii ow�p. .l p >•( S,( w.. 'G � awl. `1160 go at 16 „.0660.0 S AM r0 NF. e. MOM% PAR. 666 1. f 6466 41

3.6 WO 0R tine N (> 61 2 a f MIO wa ww6t IfiNW 1.WY IN0N:6 MOM OS w6 F NOM wtl 60 010 IY O6 Y.6 �6v .m r. a16 F�a VLL K .vO�K Ot1 F�0 uOK V 0006 >A A wrt N N " "'� MI6 440 44.1
61106
Is 610 16. 06 1.011•66 116 .6 1110.61061.6 06 X sCr X ( SO X A 0160 6 . 10 O rtxf(WONf.
066 64.0 86 16 131661114 go er a 10010 4 F. Q MMf.
6 646461. o "`Ma Ym K W'' IG Oc „I"a6t ki.0 L ([w 1`6 fVTor '; Mal1e ."1=11,"° ' 110 irar N rt Ia01(6100+a 150 1.1.16 , e=s't v:ou:«m we r """o se X. '"` SL:dar
06'1 .." 4,114 461111 = 1,6 ... .mp6'N6a 06.4..` " M s,O, A mow( . 1..46 , 6> I I.E"arg4.16 n1
wow. 00 110
t'µM0a1 ..kif.::'66 61316' �I"w.. amM` fl of ( P+Z.ro"wo .^"'1xom,,,, rugs
O1nw A`0�ci..n �16 4 mm
»mi•M0'Ma„ ""' w 06 M1O ..N6. Cr 64 ,a 6.160 016,
WAS= 6 1N 46.6 7 brAi ns ION Wag = stki b WJRA F¢ r1.'v �,FA L 00.6.6 N 6 601{,61"KIM Q n[ W6v X1.112 gty001 F M XVJ d3YM00*0 5FW 10 00 0(4 v until M.0( lm (4w. r1`r W :AVI 0C'A '1amw' 00 4(.. . ,,IF. l6>p [ 1.646 1. A 16 Ana ..
0PNG 111111E PUOLLC 01501 OF WAY
g 0611,E4 5 01 10100 PER 71 E CRY Cr 0EL1FLO MER
11 INSTER stow NAN
LANDSCAPE REOUHEb ENT
PMN NO MLA _ --.--

O ILUCES ALL PANTING SAKES
COM NOT D ONE DOLE „516 RR DE CJ RNASN 9463 50 R
5E WA OF ROM M EN 473.15 50 ET M ONO LA NDSC APE ARI A
M1MN PAWNS ARE A

PROM LW O WE MIN
317 011 P1RNN0 AREA 1052 SO 01
A
03 27 23
NOT 0507
NOT NO
PW RR0 L00010
mom
SC E
GNPOO1LS
NOOM
SPREAD

DOOMDOOMNA VE / COMM NI NE
..30E
R USE 16 [S
N ADIR
ps. DO
niEr
Jl
7 7 ,_.. ., '
M RCM 00X ME A
02 53
RO
LOP
'W
0,,
.
.
.. een
x0
4616.0 .4T '0 '

8.0 r
23 D CIVS 0.1101004 E tl 1067 OP
MO

VE NT W
0±
6 13
1 aW 1610
0 wlPfil on .WATT/ 641181 01 0 143E 1 11„1 64
®
JJ
0 . oo . 066.0 *00 .E- 6AN
23 ONLO a M 10000 t /
161( 640013 P N6/✓JJ
L.3
W.w 1.616
0 5'
S 8„6,0 50 LLP NR0
NO

VOW ION
g
cic 1.3
1 41;
"ET!
Fl Q
0 6.11 6611
01 30 23'
02 01 23
02 CO 23
D2 13 23
02 15 23
03 13 33
03 2a 23
06 25 23
08 05 23
09023
A
72 02 23
OR 29 23
O6 01 231
WV 016

PROPSOE D

LANDS CAP EPLAN
,{
L1.0

F1 EXISTING SGRAGE 70 KIWI
10 R SOD A 10 BE UNDER 0 001000JE FERRI1
A BAS ER 5X21 PLA N REOUI&D FOR PROPOSER SaIACE
FOR SEBYRIN. A/G IPFRiWL PRIOR 110 s suma or
OUBWD MVO .

NON 061(90 01000 901(5 DU BE GOWN 2ICR 10 BE
BBOE GIrt 01110 00000(1 COOS CONFtIO OE

SC OPE OF W ORK
OEW U51 0(500(0 TA LK 451MW1 R N R00O SIP SO 17
BL WR SN M11 CP DM'S FAR RA 91 DT/ m rl
1210
Pi1 Cg V .4 21CC R RCN
of .ICU WI RE* R u N MIN Oh w Sx nw ei TIM
MET l R' 1 wTCH NO DL51N2 MI IN V
9010000E EOM., TO R
EM E T NIAIU WI 1PTSSG C AR 1558

MM MU S ERA ( MU M SUMS

SIONA OE
AEL 02SBN0 5 (.+11(1 0 110 ROOM
1 111 MODE 70 BE UI0LR A 5(0 00 0111 PER 01I
A NA5002 SIGN P UN FO RM FOR PROPoSE0 SWOP
FOR 501 017[4 012 APP ROVAL P 2110 TO WAKE OF
RUNG PER 011.

NON CWORNNG SGIS 7PU Et C00101RONED 10 0E
0009001 100 001111 OWE WN0 UWO6.

CO
CO
W 60
WX°8
W
m O m a
w z W
O O O m
U
I J
p W W
m 0c o
O
O CC
a
01 18 22
03 28 23
06 25 23
08 01 23
M 22 TJ
12 02 73
SI.1111 u.

P HOTOS
2RR LA P- v4
PH1. •

BLAINE AVE.

I
1 1. 1,570"012
1111111
I 1 Dir om I I I I
11h
'(7101
447
kw I2' E 3365

AD JACEN T PROPER TY
1PA GI710 4434
— _00 l 3—
I I 1 I I I I I I I I I I I I I
I 1 1 1 1 1 4131,, I 1 1 1 1 1 1 I
_easirx
N. 1' I I I _I __--I I I
0WPx(141
x22[114(
004 DO
w
0-0
xu4
(00206 C42 113 30 11.14451.
041211(1R H RBN 142(4111
520 5777. 14 P 74 l—�
I-0
01 90(063
x lSw'Eo '0 311.42
04 t on
P PCP D111T P7E
SOMERSET BLVD.
6 9'4170' 7 33402
BELLFLOWER BLVD .

SIT E UG HTW G LEGEND
1 FO %Na 34'2-46
ttiW 11 4
TS 1 aPa at
as .7,,� 44100 .1 ft1Ml SIi. XiGX xtt131 XVIS
—. —.--.—.—.'�. � .----- —. — .--- .--.—.�•�� 0-0 I afH ZM Ct OkMff S N22 7424119 GO1(I31 WM Pox PIM

PRELIMINARY SITE LIGHTING PLAN
PROJI2CT
NO RTH
1- 0 rAnn
2�Lc7r w' x
.1 017¢5 4I Wl K nit.

J
w
CC wW_j
m O CD Z1,
O 4 O
w�
m o
o
w
YO W
m
d
1 30 23
702 01 23
V: 19 23
02 13 23
2 15 23
PPRm TEU
UMI IiJA RY .

SITE UGFITING
PLAN
Pew vv . rs

u 1111111
11111 u m uHI .�

�J r_

GRADING . DRAINAG E AND ERO SION CONTRO

O UIKW ASH BELLFLO WER BRE LLC

PRO POSED CO NVERSION TO EXPRESS
14755 BELLFLO WER BLVD.

BELLFLO WER C ALIFO RNIA 90706

G ENERA L NOTES
..4 d lad a wO WM au .
on9 ursea s no so x
MY .��' "�m 04 0.0 0410 ma vui rm rl." "p o" aq
17:r. ..-7. .";=.1:=17" .. ." =, 0. 10.4.. 0 .. .. .,s «. a,. . m m.. =7. 1" a.,. ... �r m.m. OA .. ...83 .01. .1..'1044(0 . Met a,. m .®.....,.. a1 u0.«m".w/.. m. ▪ D al a ket. m, by . .7. ¢.... 1.100
▪ *ear n«.. ml . a ., ,..1r « m. ..,.rml w w,.o.. .. ND m..m..,l a d.7 a ▪ .n firoVrrr:111 ' .'2.:.10 9� 0 .,000.10.0..6..
16 Lat . Dana44440 0.00 m «. .nn 0.00 040 u.00 000. I 404004 4 0. ..,. I_*do e "weal wa. ,...,.. a,. ty Dor...,
it
Ma gee, 4. 01 4.00 /1 41•r .MI
• e ~ � a ^asa»rim . «m. 1•. .m mamm as
. ow re.

Fu
ww w..> w... r r. +..+ 10.«40.. 40140X ., lama. w r1• Mara . 0441.

LID N OTES :
'o.., ".a•...:. . ... .. ... .. m m. 40(3*1. «. i". .18 el , t.
mat Ow kaa
0 0". w"..040 60(,0. 0(0...r oan
. 00. 4.0., , m. *Ma n . o. "v...=awar d mm... ., .,.. ar 401 40 ... .m a..w...a w a" 9.4. r.',r 1,. , ,.. 0. ».0.m,.. .1• .. ..m. .,.." o, w. "r .. , 444 4». m ,. ,.. w. .�.

LEGEND
MG M x1 .4111.1 .10

77. X2. HO 0, 83. 1

1.1100.

0.46.100164 Mil
ma w% OP Or 0
o ao. song
idea . 12) .00. 2
004 04 0gtt
wocnc s we or ours
Pc .. co rm Loo
DM. DA Y. D A1016 .4
MO M. 14x ..

GRADING NOTES
' �.�`' miltl. Y �ti N•v er.°1°mu". 0. P. �i ar `. . 6.w . • ... ..1.1.14:, •4111
"O. m «. Oa 0 01•. .4 • t..,N..v
w« moular ata a. to ma.. r. 000 0.
:. ;wwn malmm�. 8780
13 :. :r ti,. �.., n ...tn . " m......1.
feet t P1 M. 04.40.. d
10 .10 m
trzeM1
.1 w; O N. m
... m. «.mm.a. mm.
. ." "-tr :S Z-00"° """.100.1."»".I.
0> 064$ «1•r.. wha t .. .m.0(0.0000 007 ...1 r.... ..
as 0.110.m... mr.. .. m..
.. irti ".. .a `el"yam.
m.>rrr rM...rl. ..V. ,."1 17=
war ga m. arm, 14 :m" 4.'. ne ao .,
» ";" .1044 .1• m .d w 0.0 ...r�
s r." 'x 44.00,. u,w 4 rmm.ms,w..
a .1. Pt MIAOW 00 410
14411. 4 4I 4•14. 1. • 440. lb 40 .04 44 14 4 1110 OM.

0. 04 . ... ..NN

0.4 .04 •4 00.40

0.00.0 l .m.N.1..mNw
« •• `X".' .."'!. "...::t.Mt.am° ..... ,dam.. ......
,a ~'ll'i 0000.Z40.141. .141 m10. mo r n.F .. 481 w'

44. w a. t. a..r...w cw.

83... ... ...1 m.~.. m. .m,. .4
.c I. wm. al «40000W1i 1.NYP
litre « 4
« ""' m
▪ «:OW. ,.to tars ..mtt. al. r.a mw
• .m. a an t ealm..d . I. Sm... 0
mm=o. ::.:;".:'= :0
m ,r „m.": ....
«• >=" :. u ..,.1•. .r..
ml
d•Orlt .« ate:

L 4.4 «.. .. 01==.1.41”
'°°°10 `4 0%4 0

0.M . 0. 0.040 M.. .. 70.. .40 m 104.. 0..
7:44r.,. r :,...1•
mratt � "«. :.V.M. r. ^.
ba4mµ •

NPDES NOTES
M 1m.r... w. i e. 4nM0.N NwO Mttw
• mu MrMJmwu. .mu.
_ 0 44 4. rm..41. rm. ....,4. . r>: .,.
.�. �.m. » 1041 4444. �.. ..,...
w
tat lo $
• 1.404014 0«•0 14 M.. W411 4 ImrO m w.
▪ w I. 0. .•• •• ••mO. .
tranr."0
% 7.1= 1:::::=

SHEET INDEX
WO NG ID Ka
4100 co ca 10 1E5
4110 6RrONC MO 410 PIAR
6610 0006& DU ALS
01 .1 ID 1T 10S
3102 !MON CMIRO,.
0004504/ LO 04040
470513404 1010 K6111 AS
ID 014 0 4060 7205053/0
160 O0 OR FILL 50050[0 N 154. SI N
4 1E 1100 6 OWED 10 01 0 CORN) MN(116
ND 510412 MO KAMER 1411/111011 110014 IMCSCIPC AREA
SITE ADDRESS:
11040 041111040 1 0041 0X1
MBER X .00 USW 1M M'MW 041 7,
110 1111 .11 WOWS WOO

SCOPE OF WORK
COM O. O OIDM 1104 9.1..11 A M. 010 Mn
00 X. 1r.>mis M EMT . CM.1111V SO
x1 aT w4REIm11. 1 bR 291 001.20 . """" 6
7x4 M4c D m n .S M. f

0.01 vow NO 67.6 1.011 MR
OM °100 101 Osa ns OR teem
M 583 SOP SOWO W 50815

SITE AREA
3 00 N RA 501 00 is n 42 171 MKS)

BUILD ING AREA
015 114
WSW g itnc WO SO n
CU ME QL% olinm4
MVO MO 4.044114 6 05 16 83 NS SO n
041 570. c oa 1044 193 so n
]006 MI w.f..

PROP=wan RE 4OWNER 40
4100 00830 0.7 00 0 110
110 11.0 3 010.0.1 93100
OF IMAM 106. 40 MOW 400 MS M.
4MS 4CKS . 5411.

00. 11..fy7 yW MtOW.x 0100
MONO,/ StO OI105 Uiw

A RCHITECT
20 W it n on 6514 sun roa

4.6 01 AN100 401404 OM
11 116 x1 411 300 2000

CO NSTRUCTION TYPE
490 1N M2. T0 TIFL 7-41

OCCUPANCT
004 0(10' 604' OCO.W111

NUMBER OF STOR Y
MR non MPW .

BUILDING HEI GHT
704400051 7 30,0*

VACUUM PARKING STALLS
4N(AA. P 41 )417 61x13
N Nq1 x00 '15 fM 44I10.M LD 2[&.0 4164.

GO VER NING CODES
01 A*Mx 401103.4 NM 120 •
MW1 pCx MINE6IL Cp1C PIS
0010.6%0 044 Rif O:K
4411 COMM (01114 CON
NO1 0.000 60 1410. 0( 0. .00 & RU M.,
Ma x Ar o Dew MO M
Or
0014 . E11 ( 040144 OF 0004 040 OR OEM
iKW.0 7416 X144000 R 4.4 NCR
W.4fWR 01/01 M 0000 027 Yen, O UStlpOe
A{O�5g1 .rP .,24161x(, ,x P�"� "i. 415 5
ALfOxOMtt-, Pa 210iac Af.M MSR
2x0 41( 22 OWEM 1 (01(0 O)
ma
m O m CC
WO
0 O cc OJ 4
▪ U
11-
W
J Z J J Er

W O W W
m U m
0 O LO J
to
O
j
Q In V
01 w
O m m
D_
0001 21
non
NO TES
. :a
GL0 .0

O AS 10 10 01 M 0 D1
l eakO f SM MiID
AMU MR 12 0O M A*M1' l0
t1Y11Ai 1* MOA N MITIMANS
MON01NE OPIAWY PEY
4OY M LOLR 0N0 SLMONm5
104 060 115 NO 1SN)YY 104150110004 MOM A NN
N 0101 0110 4 TAP SLTN CN MU NOT 0 01 0 0Y N ER04
AS 010 00010 IAN OE PA O U PON S1rfA I WE
515E N HONR MT MOM
N EN 007&10 PM M 10.151 1 FIN OL a1O
SE ON 4 13 DOOM 115 11510
10 00PLY In WTM Of
M M]E 1001009OFE AT 1311011210'

11.11 NO W L OGE R MASS MOWN
511210415 1¢000021
0d
0000044 NSA
- ONC
0 1000
TO NON

APA RAIENT

EX ISTING C AR WASH WILD ING

TO REM AIN
Ply°.
1006. ...,. _ 044
0 'Tap:

SOM ERSET BLVD.
1545 X1.11 . g1.,5
'R ri N 0x050115 Eir30A 00'
110-11'
FAN =
00 01100 IN iN'S 0 10.04504
u.N11 111E Wiwi or 1 7& A W A X0100.0
A MN SIM. NM CO115S OCIl0
10 O WN 04 0015010 04 0SIOOIT SP H1.006 NN
.NO TO COOLY MM AN M *1 1100 21 SIM/ AYS

APARM ENT

PROPOSED GRADING LID PLAN
10000013 LO 0421E
E105IING 511E TO REN1111 A5 IS
NO 511E GRADING PROPOSED
NO COI OR Ell PRCPOSEO Al I1E SITE

50.E NOM 15 101110 10 NE04 COR&U PLANTERS
1000 STCRN P ATER RAM RETENTION 00001D IM05tlPE ARE A
J:4EL: I/IE •- T-0•
15101 000E Al 0 01 P INION 10
CYFl OE ANI 0 AA 1N P41 11a0ANS
ba;Po
.41
Jo
531. obi,
.004 0001E W RS
0 MINI OM N WN Ci IM1Y W
W0 0. NN P0 {41 PJx071WPb
®KV MD. TO 011NS WAIO
l0 M OW AlT H MOWN DAWN SINOI MEO AA
N0 W WHY 1404 OR Or 1 04 0R x AM ACC
O 1 .K6C E MD 1NAWP0IPE NPONMOS MOO MM N
00 SILL RCN 6000 SE10GM AWL 1101 05110 0Y N 1004
AS01,61002 MMI 111 PA1W Clow 911140E 100015
AR *Mkt SW o01*44.

O EOM wIw oES 03 0 1OOT M.
10 .1
M UG 0E 0010 Or ff CY0 min MA *
0 IE1i 11021EE0 P AN or 1000111100 000045
001 a4i111 111000 MOW
(- M NO Y. 0150400 ' M 90 10 AT 00000 0 CO

10.611 AND 1% MOPE AT CAM 00050]1 .

SQ 31 00400004 1
05 001 0 ME mom 1 01
OM 0 N1ILONEN Sw OMIS
0 rim 10 Nora Da mew, NM
O OMR WACO C .YARR
• 0 100000. 10051 0 BE WOOD
0COMM 00 1010 SIE 10000
@ 00 5040 aMI LI 1 x00 3M01
TO R01 01
01011 41 MO KM AS 11600
ROM A HIM A5Am l 0310410
AT MI. 00 MI A AMMO 11 4111.
fh 1 O0
03IC R
011W 'AP STOO KS
MPS
STOR M WATER ca
PLANTER T WO 000
MY stow 101E 0105'01010
0 OF1i OOM 000 041 OX®11Y $01 7&'106 NN
70 0151 11 MM ON 0 MACAW SAM NA 00
NOMI0 MSF WOMIC ASELW0 N91W
RN 1AW 1240 SC •°JC 1'ON NOI DUD 42. N HY .1
0US UM, CRONO WC PAW COMM SOME TO ENSIF!
LLM 1041 0404(1
/11

PR OJECT
NORTH
co
0)
W W 9 $
m O Ca
ILI—ECcr
304
- a <
W Q
z
U
m m
Q W N
E • M
V 0-

11.2.1.11 03 01 23
08 01 23
09 05 23
Mm a5

GRA DN Q
Ll PLAN
Pul week.

GL1 ,0

Solid Waste M anagement
Win d Ero sio n Con trol
Gr ave l Bag G ems
-
e
�Y__-�
W.

NJ Y•e s
-._
••0000
•e.... ..m..r.. a• ..m.
:. . .,. ,...Y.. d..i....e.... ..
... ..
. J... m.. r, .a. m.Y .. .. •wa
=mn..w+ v....... .w..
r p... •. t een•.. • 001.• 0•...

0. ....11.11•11. .....11.
wr .Ye � ...w ••rx.
e eunom.... .rw. J •. rv.s.
... w.
• ~4M.. ww+Wc""x"u h• ••• •�• M� F�•
u.•N. • M••n...... ...x '.^... ..r....n nry
o .a wwm•.. �.. wa s
r.. ...„x .. ..•
suss.
- u•rus. �.".uw w.i rna
ld*.l.urva•• •al we .e w
eo+ ' Nr. r. ....• .• airs..
re.
aYr.•.J. s.•nr .m.
• M•4• (w�.la w uw.w•
arsolasb s• •. w..a"e� mow .: 1 ..u. ... •._�traa1 ..... trpthy .wavouolM ^
..,..wb ibsm mw.amv.
p.yAtraM ..

J va•••• dgmlav : IA*4
b. ..°o m• ...w•Mw �. ...iw
-nmtrn..•. ..+Y. t.. uu. .W.w .r� •. er
So lid Wa ste Ma nagement 05
Wind Erosio n Co ntro l 03
Gravel B ag B erm 01
C on cre te Wa ste Man age men t
Stoc kpile M ana ge ment
Stahi¢ed Construction Entra nc e/E xit
.ter.
`n u
u m

.....a_.. .•,.._ . Ar.� ... g 5i
b..w..mw.... ..wrow-.0

00.. 1...e.� .. 00.00. ..•. 0
.... .NJ..nv
.•.. ....x ...
- .. ................ 0000
-. ya.** es
we mama. .
b.mN .. a. i1f ...rv �m .
mil's �. .""" ft nY .••
• WJ LL
.r. .m.. .r. 0 00 0..
u bs®eno•
s. • ..•.wb ...
`� ' •tor, . awvwbn.vmb.o w wvv..mbm•
wv m
• .r • ..a • ... .•y .••
. r.t .. .uu •1•t..w..n .. .n.w •a.roNY•.w
..

0.. ....001.....

SI
' Mag a
....•..w:. u. w�'.> �wO1W
0000.u... .•. .00 0.u ...M...w ..•.
.. 00000.00• 00.00 000s
"•� ... i... .J M•wuw•
.J. J.. •w...nw• ..a..v . ..*minu.
•••• •.•r• "i•a.
a .. I+.xJ ••4..s .{W.w�4t•Y I. M.n. .•u
.•"u .br•• •••"b. .Y "i,• .r re••.wm.Y . r
tr w... .v.. .•.Y•.x .NM1•u•v
. ux .bx .Nbe..
• *,•••J•••.x. wm
. W+• J"rir.mY.. ....
wYw.••• .wK. r.Yu.pn
.4.JMYmJ nn. •.wnm .s... .. .. .
c d.....J. 41. . +••m.s m.M Om
k. ....a w6.or.
w• *••toMv
W. ..
......•• • . r
.
nay.m.a .• . •. ..• .1 ...4..Y...
•• 41•A•• •11. ..... ....... •- +e ..
x .•.. ... +. .M 1
o� +.J W. J.wv.. .......14.
bm. •1. +w•Mwnw. .•r. •
FwY M• ..w. .v.p
w1Wi'W1.Y. .•
.mYrJwY.
' a...me.A
P
WN •• ••nW ."
C oncret e Wast e Management 06
St ockpile M anageme nt 04
Stabil ized C onstruction Entrance/Exit 02

OUIKWAS H BELLFLOWER BRE LLC
013 21 23
lLE

ER OSION

CONTROL
r .t uY-Yd
GLD .2

.73
.40%1,210
, , ' S' ,ere• r1 .�' 911

11.g$ ----7g
4 2,
3, 04.16£1 00.4010
X
Nu
T1COR TIRE COM PAN Y
LEMACEbCRP R2t
.o . Ts 270 10E NA. aun ts La 707 2424 sre a ec.0.... as ,., tea A. cn sl V=Trirc a YEauN a 21710702E
i MA N Ta wwmm u6 2 REY a TA O TOT 34
ROB•
X06 0247-0 21-70 1
mie a Lm3• ,e ,2.11,1 01 10*
▪ 120 10 49
OT 4420 ..9 fa we 2..01 2. X)0106...719 •200 727. 0001* ,s 2T mom N A am1.a RO JO WAD MP •0210. MOMS
OAC M a. 4432 4 NA lu x 07 an. ARMS
MT a 709. rc a .rce. or c 17210 ,2 .0 xWIZ WWI iIM!a iem .sac+ vi 07 740 )FUT r"
,CIRO Kf 2 rear 01. TO I UD 0 00.4 at lu.mum.

Q .A2 au0Y,: an K .2.0 704 170) W2N 170 2. .00 N OM N2 a,Mw nor m u 20 .0 N A 02 20.2 74:
0 7.24 10 co ax 014 L os
FUND . 7010 Kea 30..

APO MY M pWi]
so 72220,70. - 400. 2 00 2 most F... ao Y.2u 2 .70 6 041.2. 144 226 2.
we e To pa
inn 04 .4.4 faustewa.

Oa I4.04. � Y2.22 2.02w. o. Roos wo w. , 147m a 02 ..1 09. 70101.0 *007*0o; "' 7044 :"2 *00 -2a. 04..z �a 6102.70 Naga,
.� 1070 E, OF
6Lao2,42 7646 �f2 N01 70 O
wow. Fs Q 1..11 1.1 . TO 41007*:> 2:0 11.0. 1 61 Roll. NK,M ,w. WM 13 O mEY nit ay..

OO P. 12 an OF 0.2 2r, F ars 00 0.0_ _ _
mama Duo
_ 0 MA aF0ne i
a 0-.10, Fla* net Rr 44,72 a+04
me no r m. cr I mo 1.. 22 azo te of eia . Mann)
.2.10 6 0:10. NA M TO SAO 000.2 4,7 A LL 40 .9 0.72.
w.u.2P tlENe,O3
to 04 7. 4719. NG aim �d nC me m. 70,21070 00 2.A 0 01 X..9 2.10210 t1. W. CO.0' 02 tAliW TA. M0 60M 70241(4 N MN N.. 2. al TO l, . e amla eENCN2 .m0
NA .1 6 Hf.M0. 000 M. 048 ...:9 6
M CGPQI ziatt 145104
i:t4,020;244.
an .m.m 2176 a.a' :w 1010.E070 *
• m*N 0w1 8144 NON oo a�m k 11#170.170 la 4*04 *
• *Ano OM' *a Awe lm 049.. 11. we.
• .y1 lm Ale O m. „v_i 11nt 11 .
• Ly�ox inVY V 70ne 1P M nos
. Few e ors * F A.. MS t T OOi.y N 170 "70 69.X ' n0724. 476 1101

VICINITY MAP
h STE
2,2.04.701
NEON * Al
i
LEGEND
REM sa x Ito
' Amur
• E OM
o co x nu
816.11 .21.
• U*
740
- OW 510?

04. MN
O 4Y L.E R
M ORE FI ANO:6
DN)1DE VAL
WWI
•
22 Re
M. WW1
Ea a PAL;VM
Fr 17 690* MOGI
• W5L' D 600
.26
00 O AS VEM
AG 4
.
le 90. OR11.D
- 2K - 19 11M9 CaStE
O 910 2002E
9'1
• 59091 e. ..1 u Y111!

MOD ILE
0 70*
FIRM
RP 6 10,11
[- m aw 110 9. 101. 8.1.17
a 1 gf nc cA PI
ut
0 1X. 91 CN
01100611
447 2. 0.401 YORE Y0 9;
k rt ,COV
•• fl 077*V HAC
@
gym- IRD.,2n w1Oa
0' 20' 4 0' 00'
DATE

REVISIONS

INITIALS
PAYAN SURVEYING, INC .
2404 NARY CLARE STREET
ca20NA . CR 92882
P00.1 e 051-358-8258
ENAU040n 02060 0,0n.u. gtg aom

0.S T d

TOPOGRAPHIC SURVEY
m AXN
DAT E
0/e/N
DAn
AeeNE .3
97t 0 =WOO
eW 2
1'. ate
OF I
S.EET
PROJECT 1.0

QUIK WA SH -

BELLFLO WER

BELLFLOWER, CA, USA

CAR WASH DESIGN PA CKAGE

DRAWING LIST
CNCS

QU /PMENT BY
MACNE%L
PA GE
N Air '

DRAW ING TRLE
1 SE23.090• TPI

TRLEPAOE
2 5E23-090461

GENERAL NOTE S & RESPO NSIBILITIES
3 S E23.090.81

SITE LA YO UT - PLAN VIEW
4 6823- 0904-1
EQ UIPM ENT LA YO UT - PLAN VIEW 1
6 6E23 -090•C1
WA SH BAY -A PPUC ATOR S & LI GHTS 1
6 SE23. 090- EC
ELEC TRICAL CONTROLS 8 U GHTING - BACKROO M CO NDUITS i WA SH BA Y RUNS 7 SE23-090•EM

ELEC TRICAL MOTO RS - BA CKROOM CONDUITS & WASH BAY RUNS 8 SE23-090• EU

ELECTR ICA L UNDE RG RO UND CO NDUITS
9 SE23090• El
EQUIPM ENT ELECTRICA L - SCHED ULE 1
10 SE23 0 90• 82
EQUIPMENT ELEC TRICA L - SCHED ULE 2
11 S023 -090• E3
EQ UIPMENT ELECTRIC AL - SCHEDULE 3
12 SE23-090. PU
PLUM BING 6 UNDERG RO UND DRAINS 1 C HA SEWAYS
13 S823 -O90 - WI
EQUIPMENT WA TER -SCH EDUL E 1
14 SE23-090-W2
EQUIPMENT WATER - SCHEDULE 2
15 SE23-090-A1
EQ UIPMENT AEI - SCHEDUL E 1
16 SE23- 090, A2
EQUIPMENT A IR -SC HEDUL E 2
17 SE23-090-TD 1

SELF CLEA NING TRENCH - PLA N & ELEVATION VIEW
18 8E23-090-TD 2

SEL F CLEA NING TRENCH - CROSS SECTION ELEVATIONS & EMBEDS 19 5823-090-TD 3
SELF CLEA NING TR ENCH - DETAIL 1
20 8823 -090 -DWI

WA SH BA Y EQ UIPMENT- D ETA IL
21 SE23-090-0W2
WA SH BAY E QUIPMENT - DETA IL 2
22 SE23-090-0W3
WASH BAY EQUIPMENT - DETAIL 3
23 SE23-090-0 W4

WASH B AY EQ UIPMENT - DETAIL
24 SE 23-0 90-0 WS
WA SH B AY EQ UIPMENT - D ETAIL 6

THE PLAN SEA RING TH IS L EGEND AND THE ACCO MP AN YWO SPEC IFIC ATIONS INK SEEN P REPAR ED BY MACNEIL WA SH SYSTEM S LID. FOR THE PARTY WHO SE PLAN E APPEAR S N IRE WILE SO X IM

CONNECTION WITH THE PROPOSED ERECTION OF AN A UTOMATIC CAR WASH AT THE L OCA TOR SHOWN THEREO N. SA ME METRE EX CLUSIVE PRO PER TY OF MA CN EIL WA SH SYSTEMS LTD. A ND A RE SUBJEC T TO RE TURN U PON DEMAND. BY TH E ACCEPTA NCE HERE OF. TH E PROSPEC TIVE CU STOM ER THEREBY AGR EES NO T TO DIV ULGE . USE OR COPY TH E SAME WITHOU T TH E WRETIN CON SENT OF MACNDL WARN S YSTEMS LTD. THE IN FO RMATION CON TA IN ED H ERE.IS Su b/SITED .60 00 PAT H. AN AS SIS TA NC E IN LAYNE OU T TH E CAR WASH. WE W ILL NOT SE RESPONSIBLE FO R ERRORS ON O MISSIONS HERRIN , NPI LEGY. COOS OF UNOERY TIT.G R EOUNEM EN TS.

MAY 2 4 2023
B:SI'are d dfves 1Mac Ne ITIN. .S Design Teaml MacN ell Hub\DIrect Sales Pr o]eclsSFrank-NeathSE2 490 QuI Wash- Bellflower “ 4".. CANAD A 90 WELH AM ROA D ,BARRIE ONT ARIO . RNL QUIK WASH -BELLFLOWER

TITLEP AGE
NES MgC NE%L UN aY4
RO M0 IS SUE D FO R INS TALL ATIO N OSdrdO L9_ a EM vuev iii MA eY DES CRI PTIO N DAT E MRT'I` oST o120 .021TI�AI LT T. S I t s�m rr BELLFLOWER, CA SE23-090—TP1

G ENERA L CONTRACTO R RESPONSIBafTIES'

1. al WORK SHALL BE DO NE IN CO NFO RM AN CE WITH THE LATESTEDITION OF IRE NATIONAL 9ULDING C00 E AN D TO ALL AP PLIC ABLE F09030 ,S TATE A ND LO CAL REGULATIONS ANO ORD INA NCES.
2 T HE GENERAL CONTR AC TO R IS RESPO NSIBLE fOR ALL NECESSAR Y PERMITS AND IN SP EC TIONS F RO M TH E LO CA L AUTH ORITIES

3. ALL EQ UIPMENT AND M AMMA LS PROVIDED SHALL BE NEW AND IN CONFORMAN CE WITH APPLICABLE PRO VISION S OF RE AM: A NAL UL ETC.

A. THE O ENER AL CO IITRAC TOR SHA LL WA R F OR A PPR OVA L FRO M THE CAR WASH IN STA LLER. ELECTR IC NR AADWMBER PR IOR TO POUR ING THE C ONC RE TE FLOO R

5. TE SLOPE MEA SUR EMENTS ON T IE TR EN CH DRA WING S A RE F CR R ECO MM ENDA TION P UR POSES 06 3.Y . TH E NA TIONA L AND LOCA L B UILD ING CO DES AR E TO BE ASI A BY A ND HAVE PRECEDEN CE OVER THESE OPA waCE
B. THE FINISHED FLOOR MU ST SLOPE UPWARD FROMI EN TRA NCE TO EXIT Al A MINIM UM OP V A• PER TO FEET FO R THE EN TIRE LENGTH OF THE CON VEYOR.

T. THE FINISHED RO OK MU ST SLO PE UFO/MO WS. PER FOOT FR OM EACH SIDE OF TIE CONVEYOR PIT TO BO TH SIDES OF TER NSOE WALLS (SEE TREN CH °PAV ANS FOR EXCEP110N81.

S. ALL C ONCRETE TO BE A ANNUM cor nice.

9. FIN ISH FLOOR .'O RME A R QJGM T EX TURE. EB ROO M FNIENET' C ON CRETE SO THA T BR OOM LNES RUN PERPEN DIC UAR TO CONVEYO R TREN CH (MU ST HAVE NO N SKID SU RFACE. SEE TRENCH DRAWIN G FOR EXC EP TION S)

10. ALL TIE D OWN RA TES. la DOWN MLLES. DIA MON D PLATE SEAT STEM -RF80* G RA11J0'. OWN S. OLASEWAYS P LASTIC PEE VES A IIDCOFDU 5S ARETE

RES PONSIBILITY OF TIE G ENERAL CONTRACTOR

11. THE FINISHED FLOOR THE EOU FMENT ROO MAmS TBE HIGH ER FINN TH E FIN ISHED ROO RN 1NE WA SH BA Y TO PREV EN T WA TER MEANS TH E RO OM.

12. THE GRA TE MEASUR EM ENTS ME FOR R EFER EN CE O NLY. ENA CT M EASUR EMEN TS WILL BE DET ERM INED DURING NBT ALUTION. 13 ALL MBAR ASSOCIATED W ITH 111E CM W ASH TRENCH WILL MA XI. THE SANE SPECIFICATIONS AS TH E REEAR N THE SURR OU NDING BUILD ING FOUNDATIONS. ANY DEV AT 0449 FRO M TE S NOTAT ION M UST SE A PPROV ED BY AU CENSED ENGNEER FOR THE P ROJECT .

P LUMBER RESPO NSIBILITIES:

1. THE PLUM BER15 RES PONSIBLE FOR THE EOU IPMEN T SUPP LY AFD IN STALLA TION OF T HE WAT ER MA W SHUTO FF AND BACK F LO W ',R EVERTER ((F APP LICAB L£ )AND WA TE R SOFTEN ER HEADER IMF APP LCABLE).

2. THE PLUMBER R490 POf{(IILE FOR THE SUPPLY MO NSTAILAT H MO OF ALL TH E O PLUM BNG: WATER, AK AN D CRAM LINES GD R 1310 M ECHANICAL NOON EOU PM EIRfAN D THE REGJAl, SYS TEMS UN OE90 ROUN D TAN KS OF AP PLIC ABLE.' ASS OC/MD ON THE DRAWIN GS A. 1187 IN CLU DES BUT IS NO T I M ITEO TO THE SUPP LY MD INSTALLATIO N OF ALL THE HARD PLUMBING : PIPES. HOSES. CR A1115'FLOOR. RECLAIM, AND SAN ITARY ).

A IRLINES. CONNECTORS. ELIO /a. SHU TOFF VALV ES, END C APS. DACE FLOW P EVENTER9. ETC_ ]. TE KUMERMR EBPOR F_ a1 FOR THE SUPPLY AN D NCTA LLA IION Cf AIL THE C ONV EY OR TRENCH MD T HE C ORREL ATO R PR PENE TRA TIONS FOR TH E M0.

CH EM ICA L. AND WATER PVC: CON DUITS AND ORAIN5 THAT AR E REQ UIRED FOR TH E CO NNECTION TO THE REC LAIM SYSTEM AND UN DERCRO MO TAN KS (IF APPU CASIE).

CRY SANITARY SEWER, WA SH BAY 60U PLEN I (IF A PPICMLEI. RIOM ECMANICN R OOM EQUIPMENT AS IN DICATED CO ATE OR AWWOS. • THIS INCLUDES BUT S NOT LIM ITED 70 11E S UPPLY ANO NSTALATION OF ALL NNE UN DER GR OU ND DRA MS. CONDUITS, ELBO WS, FITTINGS. SLEEVES. SA CK FLOW PRE VENTER S. TR AP S. M OUNTING HA RDWARE. RDY ARE. ETC... 4 TH E P LUM BER a RE SPO NSIBLE FO R TH E SUPPLY AM INSTALLA TION OF THE WASH BA Y 0004451001119100000 DM A FRMABLE): AN , CH EMICAL AND WA TER UIES.

5. N ADQTIO N TO TH E ABOVE, TH E FULL ER M UST PROVID E ANT OIOER PLUUBINC . C OM PON ENTS THA T ARE REQU IRED TO F ACILITA TE THE E QUIPMEN T P URSE /NO CONNECT0N8 N OR DER TO COMPLET E THE NSTALLA TION TO THE A CCEPTAB LE L OCAL MD S TA TE F UNN ING N NG CO DE RE QUIR EM ENTS

PLUMBEROENERA LNO IES)
1 AL LWDRK SHA LL BE DO NE IN CON FORMA NC E OATH THE LATESTEDTTO N OF IRE NATIONN MIMING CODE AN D TO AGLAPPLICA BLE FP D am: STATE P FD LO CAL REGULATOR S AND O RDIN AN CES.

2. T HE PLUMBER IS,RESPO N0S LE FOR M/ N ECESSAR Y PE ANU TS A IM IN SPECTIONB FROM THE LOCAL AUM0111E5. 3 ALL MUMMY, MD M ATER IALS PRO VIDED SHILL SE NEW AIDN CONFORMANCE VArn A PP LEAD£PRO /SHOD OF NEMA ANSIU.L E TC .

A. THESE DRAWINGS A RE FOR DIAGRA MMA TIC PU RPO SES ON LY AN TI INDIC ATE GE IER N LAYO UT O FTHE PLUMBING SYSTEM FIEIDVIR%ICA TI0VS OF 0a1EN SI0N S MU ST BE OEIERM IN EO. PLUMBER )B RIWONBBLE TO CO ORDINATE WON THE CM WASH N W/MIER WHAT S THE BEST POSSIBLE ROUTING ON SITE FOR THE PIPING. 5 A LL 0 5130IG PV C SLEE VESPENETRATING THE CONVE YOR TREN MMUS T BE LOC ATED IB M BELOW FIN ISH ED RO OK .

E. ALL 9TL18UPS TO BE 0 FROM WA LL U NLESS OTHER WISE INDICA TED.

7. THE PLU ND ER MUS T COO RDINATE H IS WOR N IATN THAT OF O THER TRAD ES N ORDER TO AV OID INTE RFE REN CE S. NJ - STRU T, CU SSAUD FAS TENER IRLGED WITNN THE TUNNEL M UST BE M ADE OF A NOM CORRO SIVE MATER IAL STRUTS SH ALL BE STA INL ESS STEEL CLAMPS SMALL BE STAIN LESS STEEL. PVC OR COMPOSITE ALL FASTENERS SHALL BE STAIN LES S S TE EL.

9. TH E OR AN PIPE SIZES PRO VIDED ON THE SE DRAWIMLS A RE FO R R ECO MM ENDA TION PURPO SES ONLY. 714E N ATIONA L AN D LOC AL P LUMB ING C ODES ARE TO BE A BBE BY A N0 00 00 PREC ED EN CE OV ER PPSD RAWING

10. D RA INS CA M BE ON ET HER SIDE Cf TRENCH DEP END ING ON LOCA TION OF THE R ECWM SY STEM UNDERGRO UND DUE LS (F MR .DASLEM SAND } O IL SEPAR ATO R (IF AP PL ICA BLE). MO 1ME CITY SANITARY SEWER.

DISTRIBUTOR OR CUSTOM ER RESPONSIB& IT1ES:

1. THE DISTRIBUTOR OR CUSTOM ER IS RESPO NSIBLE FOR THE SUP PLY A ND IN STALLATION OF A LL OF THE WAS H RAY ECUPM ER7. M ECHANICAL RO OM EQUIPMEN T, PAY STA 110N GA TES E TERMINALS (IF APPLICABLE). ANO VACUU MS OF A PPL ICABLE.' UOE SS OTHER WSE NOIEO.

2. T HE DISTR IBU TOR OR C USTO MER M RE8 PONO IKE FOR THE SUPPLY AND INSTALLATION 0F A LL OF THE SOFT AN . C0EFA CAL AND WA TER . LAN ES . NOSES, CO NN ECTORS , FITTINGS. A ND M OUNTING HARDWARE FO R ALL CF TH E CC NIEC 110 119 BET WEEN 11E MEC HA NICA L ROOM E QU IPM ENT AFC ) TE CM WAS H BAY EQU IPMENT UNLESS 0 THE R'MSE NO TED.
• TARMIA N RES PO NS IBILIT IES:

THE ELE CTRICIA N S RESPON SIBLE FOR TIE EQ UIPMENT SUPP LY A ID !RETA LI ATOR OF A LL TH E DISTRIBUTIO N PANELS. BR EA IEHS . A LL MC C 110114 BREAKER.

TRANSFO RMERS . WARNING HORN S AND STA RT A EMERG EN CY STO P BUTTON S 2 TH E ELEC TMC IAN IA RE FPON SB LE FOR THE SU PPLY AN D INSTALLA TION OF ALL THE TH RE ES SIN GLE PHAS E PO WER C ON TROL AN D COMMUNCATION: WIRI NG, TER MINATIONS, AND CONDUIT WO RK TO THE EOUIPM ENr IN 11E WAS H BAY.SECJVW1aLL ROOM. PAY STATOR GA TES A TER MINA LS{IF APPLI CABLE) . AND V ACUUMS OF MPLICAELE4 AS N0IGTED ON 11E DR AWINGS.
s THIS INCLUDES BU T IS NOT LIMITED TO THE SUPPLY MD INSTALLA TION OF ALL THE ELECTR IC:, Y1 PE S. WA TERTIGH T OOIOIECTO RS. JUNCTION BOXES .

DISCONNECT SWIT CHES . R EC EP TAC LES. LIGHT SWITC HES. TE RMIN ALS. GL ITTER S. RIFE NU TS, ILML LVARE. SPIT BOLTS. ETC - b. THIS ALSO INCLUDES BU T IS N OT LIM ITE D TO T HE SUPP LY AND K5TA LLATION O FNL IH E OV ERH EAD MD U NDERGROUND. CONDUIT S, ELB OWS . 64T11 NGS, SLEEVES,MOUMINO HARDWA RE. ET C.. .

3. N AD DITION TONN E A BOVE, T IE ELECTRICIAN M UST PROVIDE AN Y OTHER ELECTRICAL COMP ONENTS THAT ME REQUIRED TO F ACILT ATE THE EQUIP MENT ELECTRICAL CONNEC TIONS N OR DER 70 COMPLETE THE INSTA LLA TION TO TH E AC CEP TA PLE L OCA L AND STA TE ELEC TRICAL C ODE RE QUIREME NT S.

A. SEE THE EOUIFSEM MANUFACTURERS DR AWING S S SPEOFIGl ION S FOR FUR THER ELECTRICAL WIRING AN D P OWER REQ UIREME NT S ELECTRICIA N GENERAL NOTES:

ALL WOW SHALL BE DONE N CONFO RMANCE WITH THE LA TEST EDITOR OF THE NATIONAL ELECTRICAL CODE AND T ON. APPLICABLE FEDE RA L STAT E AND L OCAL

REGULATIONS MD O RDIN ANCES

2. THEELECTICMN S RESPONSIBLE FOR ALL NECESSARY P ERMITS A ND NSP ECTICNS FROM TI E LOC AL AUT HORITIES. 9 A LL 6011 91414T AND MATERIA LS PROV IDED WALL BE NEW MOAN CO NFCRAWDE WITH APP LI CAB LE PR OVISIONS OF H EM S. A. N.9 ,I, UL ETC

4. THESE DRAW NES ARE FO R D IAGRA 0 90TIC P URPO SES O NLY AND INDICATE GENER AL L AYOUT OF TI E ELECTRICAL SYSTEM FIELD VERIFICATIO NS OF DI MENSI ONS M UST BE DEIER WIEO. 114E ELE CIRCWN S RESPON SIBLE TO COORDINATE 101151 THE CM WAS H INSTALL ER W HAT G T HE BE ST POSSIBLE ROUTINGO N S HE F OR THE CONDUITS.

A LL BLECTRCN WIRING C ONDU IT S PENETRA ITN O THE C ONVEYOR TRE NCH MUST EE LO CATED 16. BE LOW FINI SHE D FLOOR .

ALL STEEUPS TO BE 1' FROM WAL L UNL ESS O TH ERWSE NDICA7EO .

THE ELEC TRICW M UST CO ORDN ATE NISI:NO M MN TNT OF 0TIER TRADES IN ORDER TO AVOID INTE RFERE NCE . 0 ONLY FULLY WA TERPRO OF (N E5 MX ) ELECTR ICAL ENCL OSU RES ARE TORE USE D.

If THE ELECTRICIAN MU ST VERIFY CORRECT MOTOR ROTAT OR FOR ALL 3 PHASE M OTORS FROM MOTOR CO NTR OL CE NTER MCC) 10 7H EDUIPIAENT 6401085 . 10 SPLIT BOLTS ARE REQUIRED ON ALL MOTOR CONNECTIO NS FOR BLOWERS . AN C OMP RE SS OR' S. HIGH P RESSURE PU MPS . AND Me °TE R MOTO RS OVER 5H .P .

11. ALLMO TORM ID C CN TROL WIRES TO BE TNWLTMN STRANDED ORE OUIVALENT . NO SOLO WIRE WILL BE A CCEPTE DFO R A NY A SPE CT CF T HE CM WASH E QUIPME N7.

NAME 512£ 5 BASED ON 76 CEL SIUS. CU WH IR.
12 , AU -STR UT, CLAWS AND FASTEN ER S UTILIZE D WITHI N THE TUN NEL M UST BE M AD E OF A NON CO RRO SIV E MATE RIA L STRUTS SHILL BE ST AINLESS STEEL. CLAMPS SHALL BE STMALESS STY -EL. PVC OR COM4 0SRE . ALL FA STENE RS SH ALL BE STAINLESS STEEL 15 ALL CO NDUCTORS FROM VM A9 £FREOLENCY DRIVES TO MOT ORS MUST BE V FD RATED.BELDEN 5502,5503.256 01,4928506 MUM - CO NDU CTOR SHI ELDED CABLES N. EV ERY MOT OR FED FROM A NE D MUS T HA VE 1 00DVN DEDIC AT ED CONDIAI T. C ONDU CTO RS USED TO F EED MO TORS M UST SE RATED FOR USEYMII M S. F AAU RE TO MEE T TANS REDURENE T WILL VOD TE WARRANTY CN BOTH THE EFFECTED MOTOR AND AC T. 11 CO NOT DRILL T HRO UGH OR PIE RC E THE TO P OF THE M CC CABI9LT. F AEANE10 CO MFL V WIT H TI ES WARN IN G WILL VOO W ARRA NTY .

16. ALLEQUR MEM MUST SE PR0 PE RL Y GROUNDED B BONDED WHERE MPLI CAAE 5 5.

RES PONSIBILITY MAT RI X
CSIrc&£TES-

EQUP MENT DESCRIPTION

EQUIPMENTS OBY EQUP MENT INSTALLED BY

ELECTRICALBY

PLV MBIIIG BY
A U- BAO(R 00MEQUPME NT
ALL WAS BAY EqquuPPMEAN

DIST RI BUT OR OR CUST OME R
pt CV7TO MER
CA R W AS HN0 TALLER
CAR Y(A909 1 .5ER

ELECTRICI AN
ELECT=
1 PL 'S 00
P143019
GE1�L(,�COR RAttdI
661EiALCONTIAQO �
R3-
Treyr-

YLECTRICIAN
NThO

E LECYRLU GN
EL EC CR Ru�N
iIRCGT
&Waft TR ANMO RIER
W a N OM

ELECT ROULN

ELECT RICAL

ELECTRICIA N
¢CCTRCI11

ELECD RICM M

ELECTRCMN

ELECT RICIAN

ELECTRICIAN

ELECT RICIAN
R
N CYB OPBUTT ONSi EA N 1 e.g cmcu
C611.9w PR EVENWRIS J PUNE . I PILL 90 R
ELEttROUN
(

PL UMBE R

THE MARSEARNO MS LEGEND AND TH E ACC OMPAN YING SP EC IFIC ATIONS MUMMER PREPAR ED BY M ACNEIL WARM SYSTEMS LID . FO R 'HEP AR IN' WHO SE DI ME A PP FAR S IN THE TITLE BO X N

C ONNEC TOR WITH TH E PR OPO SED ERECTIO N OF AN AOTO MA IIC CM WAS H AT TH E LOCATION SHOWN THER EON SAM E A RETHE EXCLUSIVE PROPERTY OF M ACN EIL WASH SY STEMS L TD. MD ARE SU BJECT TO PA IR U PON9E MA10,B0 THE A CCEPTANC E HERE OF. THE PRO BPEC TN E CUS TOM ER THEREBY AMIN ES MOT TO M fMULEE , U SS OR C OPY I NS SALE W ITHOUT TH E PRICIER CO NSENT M MACNEIL WA N 0Y STEM E LTD .IIE IN FO RM ATION CON TA INED H UR ON M SUBMIT ED N 0000 FAITH MA N AB RS TFACE a LA YING OU T THE CAR WARM WEWILL N OT BE RESPON SBLE FOR ERRORS OR o sms 3ILNLI1 05 811 , N OR LEGAL CO DE OF U ND*RWRN IND RE0U IRE MEMIL GTShare d driveslMacNeiIWCS Design Teaml MacN WHub DTr eef-Safes Pr ojects lFrank-H eathtSE23 -090 caulk - Wash - Bellflower BY
DATE
RI

MR 'MAD F OR I NSTALLATION
113,211.2631
NES
MA
MI

MAC/VEJL
90 WE LN AM ROAD

B ARITE ONTARIO ,
1AR 804

C ANA DA
by I

OEM NN ODON
D AT E
NYD
Lula
Mrs
At mee si immuoN
rt I Ro

QUIK WASH - BELLFLOWER
&GENERAL N OTES

YRRESPONSIBILITIES
BELLFL OWER, CA l SE23 090-G1

a
E>
9 n o
U
n
THE P LAN BEA RIN G TH IS LEGEND A NO THE ACCOM PANY ING SP EC BN :A TIONS HA VE BE EN PR EPAR ED BY MACNEIL WASH SYS TEMS LTD. FOR TH E PA RTY WHOS E N AMY A PP EA RS IN TH E TITLE B OX W

CON NECTION W EIN THE PROPOSED EREC TION OF AN A UTOMATIC CAN WASH AT THE LO CAT IO N SHOW N THEREON . SA ME ARE THE EX CLUSIV E PR OPERTY OF M ACN EIL WA SH SYSTEMS LTD. AN D A. SU BJECT TO RE TURN UPON D EM AND. BY TIE A CC EPTA NCE HERE OF, TH E PR OSPECTIVE CUSTOM ER THEREBY AGR EES N OT TO DU LG E. IS1 OR C OPY TH E SAM E WITHOU T THE WR ITTEN C ON SENT OF MACNE IL WASH S YSTEM S LTD . THE OFOR MA TPH CO NTA INED HEREIN M SUBMITTED IN 00 00 MTH ME AN

ASSISTANCE IN LA TINO OUT TILE CAR WAS H WE W ILL NOT BE RESPO NSIBLE FOR ERRORS OR O NNESIUN S NEREW, N ON LE GAL C OD E OF UND ER WR ITING R EO UNEM ENIS .

G: Scared drivesWlac Ne llINCS Desi n T eam\ MacN eil HublDi rect S al es Prof ects\Fra nkH0atM E33.080 QUlk—W ash-Bel -Mow er zc:TPN QUIK WASH - BELLFLOWER

BO RRIE ON RO AD,
_ C'S B/1RRIEDM RO AD.

SITE LAYOUT
s 2 M ACN E/L uReva PLAN VIEW.
4C $ W EY II RO MR e0Y 1D f OR R6TALl AIIDN OJ dE� 9TSi CANADA i0 CC eaRYW: t a"v 1 . AIy 00 S NLLxN Rw: W RSlI111TiEE:

DATE N0. BY DE SCRNR ON IM 111 MR 1 "" I BELLFLOWER, CA S I-090-51

0 C ® r 0-
® - ® ®
©
® ®�
�(
a •il�z'

1.)_
13 O ©b
ii
�� 1
�lf�e i-J ®® OO v u
(l
i:r I F I�
F } } }a v y}}b
N
0 /� q AV
ate• vl
@0 1� 00
® 0 0 0
.

Saw a
• Zs
0 00

CP
_.-_ _ D
. !�m4
�•"ti I►
" 'I I I�i•,i6 ` r'
7 -
�.

1 O'_g+'

D DDR LECIMYENT
C I :,I
- I. 1 Gi
'T G, ;, ,�
�— ----
y , , --
----y
COL F6MI�HE1�
L.AO ♦
Y, ��.., �
ICI
1 i
S
R
: .G i�.
54 44
4 b
b 4
.L'•
4 §§
is
4 § §
IX�
44 4§
i
§
kw
§
Li
§ 4
4 §4
WS
§
1S t
SSW
14 04 TREN CH
im rcONV EYOR
3'r
1TER F

WASH SAT EEN/E VENT
ITEM S

WA SH B AY EQUIPM EN T
TRE340

WASH SLY EQUIPMENT
IT EMS

BACHR OO N E QUIPMENT
0[ 340
BR EHM. M EQ UIP ME NT
05 X0.1008 CONVEYOR
20 00701 -LONG A RMS WR AP
35 EIERaiNCY STO P Dar row
A

M OP- ELECTR IC AL P ANE L
T

HY DR AULIC PP
02 EM ER OERCY STOP BUTTONS
11 WARN ING MO RN
40 AN TI CO U2010 0 PAD
8 SI X -TRANSF OR MER
U

POWE RL OCIO
03 RC 120 COME0A TO R WTI WIMEL S AFE PLUS
22 EMERG ENCY STO P BU TTON S
Al
TRA FN C MOO T• MOTIONS
C

SD P -ELECTRI CAL PA NEL
V

FIM NOZZLE AID P ANEL
04 TAPE SWITCH FOR ROLLER UP
23 CAB LE TRAY •RW2M8
D

M ASTER C ONT ROL CE NT ER
W

RIP NOZZLE MR P ANEL
05 PREP 011/46
24 R8g0.30s LO W HIDE WASHER OP
E

P ARTS C ABINET
IX

FLP ROME AIR P ANEL
06 ROLLER UP BU TTON
25 RS701-LONS A RMS WR AP
F

NR COM PRESSOR
Y
AC C1211E1E
57 PR50000
26 RW-100
3 AR DRYE R
Z
I C AROLINA R UD E SCC 10 PORT
04 TAPE SW ITCH FOR MAY
27 MAO MAM AR CH
N
AR C0MPRE580 05
AA

CAROLINA P RIDE S PARE PU MP
00 0O U8 LE PHOTO EYES
24 BANE PHA NTOM A RC H
1 AN 0RYER
AS
CA ROLINA PRIDE BCC 10 PO RT
10 G RA ND EN TRY MAIRO M AR CH
20 R6050 • SUPER SONIC
J
W ATE R RUN IBACKFL OWP REVE NTE R• BY OT HERS
AC I
CP 5 PORT WATE R DIET .PA NEL2
15 ORB ULTRASON ICBENSO R
30 051000.40 INCH TOP BRUSH
K

B OOSTER P UMP
AD
C PT PORT WATER 018.7 .►ANEL1
12 CTA
31 REFLE CTION PHNTOY ARCH
L

W ATE R S OFT ENE R - BY OTHER S
AE
NUCO R •2MP RUMP
13 RS1000• N DICK TOP BRU SH
32 CERAMIC PINCH ARCH
N
PW000-511120•RECLAB18YSTEM
AF
M1100RD-7 5NP DD PIMP
10 MW2000• FO AM BR ASH WHEEL B OS S
33 UTILRT ARCH
0 R .O. CARB ON TANK
AG
AI R 00 3701S UO WN PANED .
15 031008-N IN CH TOP B RUSH
34 RAW BAR-RW 112
0 ES QUIRE -0. 0.noes
16 UTIL3TY INCH
3e
maw PRODIa° ARCH
P

REJECT TANK
17 10
CABLE TRAY. RW2000
00301 • HIGH BIDE WASHERS
M

3. 11006 PRO BMLO ARCH
0 a.0. REJEOTPIINP
37 3472000 Y BRUSH G LOSS BO SS
R
R 0 REPRESS . PUMP • PC3HP3
16 RS000 • 4 5. LOW BIDE WASHER OP
30 % MADE►RO BULD A RCH
S
M O. T ANK
THE PLAN REARI NG 1166 LEONID AND THE ACCOMPANYING SP EC NECAT IO NBNAV E.ERN PILE MED BY HANNA WASH SYSTEMS LTD. FOR WE PARTY W HOSE NAM E APP EAR S W THE TILE BOX N CONN ECTION WITH THE PROPOSED ERE CTION °, AN AU Tp/AM CA R WASH AT THE LOCATION BMW N• X THER EON SANE A RE IRE EX CLUS IV E PR OPERT Y OF MA CNEIL WAN T SYSTEMS INTO. ANO AXE SUBJECT AGTO REES SOTTO RN DEMAND. OR C OP TIE
PTANCE R ITNF. T1NE ISE WR ITTEN
AGREES NOT TO N VY t6E, 020 OR 0000 TXE SAY E N WNOU I TMl WNrf[N C ONSENT OF M ACNEIL

C ONSENT OFM ER CNEIL
AS SIST WA SH YS TE MS L7D . TIE ANCE IN LAT INO OU T 1H E CART WASS WE W IL L NOT BE R ESPONSIBLE FOR ER ROR S OR IS S MARM IN 00 00 FA ITH AS AN OM e6 NNS HER EIN. NOR LEGA L CO DS OF WHDER TRITWO REOIINEMEN IE .

G:1Sha red drlves 1M aeNe fRN
. DB s
��5�
An Team\MacNOIF HUb\ir eci S al es Proje ci 8WTo nk He aihiSE233O QM1•ri Wash - Bellflow er * i�UIK WASH -BELLFL OWER
SEE
"
r tt
Tj[z
®� ®
. L�: r�..
�NC$
90 WVELHLA N RO AD •.08i..

NI NEp•

EQUIP MENT L AYOUT
PL AN VIEW 1
g
g s
i
}`
Ra
MR
OWED F OR NDE8�C
E3•MQ 62 E
a0I I
( �% riliii•

C AN ADA
Zia
BELLFLOWER. CA SE23-090-L1
BY

DESCRIPTI ON
D ATE
r: oiEeso:a .u1c--rr
RR `""" 1" J .1F3T11E. 1
0*
BY 011E

UEI
fflig
efa MI ER

0. 0221
P 11 •
hFR 1•li
Elf
�5
P
11 I' d Y
ITE M/ EQUIPMENT ITE M!
OS PR EP DIN ! 334 MIRROR RINSE
104 LED RG SLDONT 34 R AM BA R -0 01112
104 CONTROL SIGNALWIREE W4 330 0X)* DRY LEER/S E

10.4 YJET BOOMERANG• SIN GLE SET 944 FUSION DRY LIDTU IO 104 334 3013000020040*-BINGLE SET 304 l06NN I DRY LED TUBE 104 WET B00MERANG• SIN GLE SE T
12 C TA
12 4 LE D LIGH T B AR
194 BO OMERANG • ENGLE TRIPLE SE T
18 4 B OO MER ANG - SIN GLE EF T
254 BO OM ERANG - SIN GLE SET
214 LED PIMP LE O MR
2114 WAX BA TS
314 LE D ROB INUGH T
314 RAN R AN RA ID
314 WET BO OMERA NG • EING LE SET_
324 LED RO M LIGH T
324 WA X BA IN
33 4 L ED L IGH T BA R
EQIIP*Orr

THE PUN SEARI NG IR IS LE GEND AND THE ACCOM PA NYING SPECIFICATION S NAY RUN PREPA RED BY * ACN E. 01411 SYS TEMS LTG . FO R TO PAR TY WHOS E NA ME APP EARS* TH E TOLE BO X IN C ONN ECTI ON WON THE PROP OSED E RECT ION OF AN A UTO MA TIC CA RWA RM AT 'T1 C LOCA TION SHO WN TH ER EON . SAM E Al t THE CXCLU SN SUBJECT E PROPERTY OF M ACNEIL WASH SY STEM S LTD. AND ARE SUBJECT AO RETURN UP ON DEM AND. ST THE A CCEP TA NCE HEREOF. THE PRO SPECTIVE CU STOMER THEREB Y

ORCES NOT TO OW ULO E, U SE OR COPY TH E SAME WITHOUT THEWRN TEN CO NS NT OF MACNEIL WA SH SYS TEMS LTD. MI IN FORMATION CON TA INED 0 0H ER EIN IS SUS /1MMN 00 00 FAITH AS AN A SSISTANC E N LAYING OUl1H E CAR WA S* . WE W L NOT BE R ESPONS IB LE FO R ERRORS OR O MISSDNS HER EIN . NOR LEGAL CODE OF WDER WEIMO REQUIREMEN TS, §3
GIB
G :1.Shared driv eslM acNe il\NCS Design Team MacNeil H ublDirect Sales Pr ojects\Fra nk Heath1SE23 .090 Quik W ash - Bellfl ower Na
BY
DATE
1 RL
MR
ISS UED FO R NSI AIlATI ON
.r2.2P2t'CNCS
Na
BY

DESC RIPTI ON
0 .1 .5101112
00 WELH AM ROAD..

B ARRIE ONTA RIO,
LA N 8 Y4

CAN ADA
DATE W
AL L
005 .10 .3025 010-•1 -L-
INANA
}10521 RO

QUIK W ASH - BELLFLOWER

W ASH BAY
APPLIC AT ORS & LI GHTS 1
1 BELLFLOWER, CA l SE23-090-C1

T1
rc7,-,
r
rte.=
I1��B
-000 [I`I_f� Iltl
83 I��y�
I�I
N
N
l
In
III ._
i
,
—
—
—
SE CONDA RY D IBTRlU II0 11-----._.__.«_
® ® ® ®
®
_«M. lV�\
f x J R © ® ®© ® 100 ®
C OCO
U T ® ® ®® ® 0G
® ® ®
© 0
® 0 ® ®

LJ ' -'
a
° «o<J
®
0 1-92-iinwo,@ ,
. ix ,
to
nil
OD
CEQI
lig
BM
ISO
55-4
NO 01 .41
a rb
CAU
1 n
11,1.1
IV. Ili
it
III
WIN pS1NtBU1M)N.. .._..___.«. �«44—_«
0 ®©
® ® PD
NT
..._«_ ..«. ...—..
0® O ® ®
® ®O ®®
........—�____._.
®O O® @@
-- .._......__..«__.__._.__««._«__._._.«__«..«.«« ... ..w«.«......._«. . 1HE P LAN B EAR ING TH IS LEGEND AN D THEACCOYF ANYIN ° SPECIFICA TIO NS HAVE YEW PR EPA RED BY MACN EIL WA SH SYSTEMS LTD. FOR MEC 11 PARTY WHOSE MBE APPEARS IN THE 1R LE BOX IN comECTOx ttm me PRO POS ED ERECTION OF AN A UTOM ATIC CAR WASH AT TIE LOCATION SHO WN THEREON SA NE A RE TH E EXC LU SIVE PROP ER TY OF DA CAE N WA SH SY STEM S LTD. AND ME SUBJECT TO RETURN UPON DENIM. BY THE ACCEP TAN CE HERIOP, THE PRO SPECTIVE CUSTO MER THEREBY AD REEe xm To o ma u,ufEORcofrTHE BA YS W TTIOm no WRIT. cox uxro F mum.

WASH SYS TEMS LTD . H IE NFORWTON CONTAINED HEREIN IS SUSMIT MO N G OOD roan AS AN

ASSISTANC E IN
O MISSIO NS MEM O RD em. CAR WASH. MICIMOU IRE IBINTS ERRO RS OR G:SShare d drive ssMacNeH11NCS Design Teaml MaeNell HublDlrect Sales Pr ojectsWrank Heathl-SE23-090 Quik Wash- BefHlower -""T°" "' �UIK W ASH - BELLFLOWER
H. M ti
„g<
•
®• I - LP x• ®
T`A "�
- L.

Q
-
i
90 WELN AM ROAD ,
• B AR RI E ONT ARIO ,
NCS
' D'�ELEC RICAL CONTROLS & LIGHTING

BACKRO OM C ONDUITS & W ASH B AY RUNE
,
3 , ., ,,: j�
Ro
MR
M6YfD FO R N ST ALL ATRN
l FaNNB
MACNEIL I AN rib
fOD1 !Y C AN ADA
BELLFL OWER, CA E23 090 -EC
®• `• ;° .

No 1 BY
DAZE
N o.

DESCRIP TI ON
DAT E
TNT" `H"" C".1b,T .N X "T b -. Y<• [Mi ra). I"" 0

).-,.
``
I
®�
�
I
aril
, S a'
op
RI
—
�•
II!/ I�-11 �
o
pp.

IL,

S ECO WARY DSTR IBU TIO N
O ®B ©
@ ©(Doc ®
co ©
... ___ —
/� �j « «
© ®N Oo © /yam Os Ov OT OY © ®® ® o o 0
—___.».__ «'_:.

Q
u T
M
Ot>
��
e
1 1 1
J
f--tON RS1
��!�/� —�.
. __ RS
T! ��
��
C7
• u
x+ to
�
_..—.., —
__
L7
❑ ❑
T'k-7,- ,
I',: r7�
ccC
i
l
0 lido
J�
_
,
ri
M CC.. ._•_•___..._..«....._�___ ««.»
8 EC OMD DIS TRIB UT ION
'r�'^''
.__.37...37... «__....
�.._..
....«_«
.«_..
..««. «._.
..«
.._..»..»�»»«.
jj7'�'
« 4. ._ .... w .. ».- .._.. ___ »« « «_« _» . « ..r_..
.-AA-..MA IN

PAIN DIS TR IBU TION
IN
©
«.......»
® ©
« ... ..................«.«.�._..
© © r
e 00
J
.....3737._»
N
©
......... ........

37. .......37 37. /yam»»r..w.._...._
® 00 © ®,®
.....«««._...� 'JjT '
(�
® 00 O Q
pper �, ..
t9
®
«»__.«A...
, may_«.............� .r. _ �...« .... »._ ««...

CY ® 0

THE PLAN /OA RNG IRIS LEGEN D ANOYN E A CCOM PANYIN G SPECN CATIO NS NA VE BEEN PREP ARED BY M ACNEIL WASH SYS TEMS LTD . FOR TH E PAR TY WH OSE NAME APPEARS IN 01 TITLE BO X IN

CON NECT ION VA T', TH E PR OPOSED EREC TION OP AN A UTOMAT IC CAR WARN AT IRE L OCAT IO N SH OWN TO RETURN SAM E A RE TH E REC LU SIV ELTD. AROAR ESUB JE

CEP IANCE FMACNEIL WISP SYSTEMS
CE PANC HEREOF. TM PROSP EC TIV E C USTO MER THER EB Y
.. .meo w vo 'moot ova OR COPT TEREURN UPEA RETH E AY TIE ACCEP TANCE WASH MUMS LTD . THE N1ORM ATRN C ON TAINED H ERE IN 180UBM 1IEO IN G OOD FAUN xouv to o me mo c om ovarr or AS AN ASSISTA NCE IN LAY IN O LEGALCODEO FU 00UT IN C CAR WA SH . W81r00RE-1 N OT ER EEMN SIIKIfOR IRROR SO R OM I6510NB MEREIN, NOR \FO AL CODEO FUN D9IWIIIiW6 RE0URKM lNIS.

G :hare d*Ive lMac tiell{A CB-besian
Te aml Mac�Ol-HubiDirect Sales Pr o ectsFra nkHe ath -09S uIkWash- Bellflower TYOt''''' QUIK W ASH -BELLFLOWER
W
<
~92
®•/i%®
,
'1lI
$
90 WE LIWA ROAD
('+�CS 9 AR RIE ONTA RIO,

ELECTRICAL MOTORS
3A C_K RO OM CONDUITS &W ASH B AY RUNE
$` ie�
ggi 3
.: IY,.
0• f`
fisu
i
E
R0
MR
ISSUE D FOR INSI ALL.N ON
Sl.zo.2021
[OM/ /M[Nr .r C ANA DA
BELLFLOWER, CA imSE23-090-E M
0Y

DESCRIPTION
°"' """' I `"I' "" "\OTLt1.EM, i0NO-.i'-0 ' "19371 R` ' BAIT L9i
•
N o.

BY RATE
N o.

—❑ ❑
coo IIj`ytn1�1S!
_
ir
i
r
li
k ip
g ■
Z!Tii_
5 1
__--____
—
eomeo L -- ___-._.». .-:.___..._.__.._

». .__».__._"
_-_ _.:::---"'r
............ .......M. ....±.7
_ 4— .. ............
_._.-._.._._......__»_»..__...-_—__-..._._. .____._.-. .. .

S ECO NDARY D ESTREU TION , -__�y�
O©©
© Q F
G WM© ® 0 0
lU _......._.._--_--.-._. .. _-. t _i .
© T Q© I9 ® CY
}
LIS
-;
-'- -

CO NDUI R FOR
R]H - CO NDU IT /O R CIWN
1 TEND ON REED SN ITCH L SPARE
•
ff"""
ET C ON DUff f OR IILC TRICA
MOTOR ORF OR S PARE.
!•0 4. 11 CMLLISg N
r[jQ r1
L
Td
F
SW CON DUIT F OR ROT ORY E NC ODE R.

W AT ER LE VEL , E LO OP SENSORS. E1m
r�
rf
—N'4ili
Iii
l
��
L

1. -�
------
SEC ONDA RY aarRourN IFACC
M AIN
--
DISTR IG UTIO N **TT *.

O© 0 0 CO CO © 0 © @ ®© ©© ®®©O @

THE P UN SEA RIN G THIS LEGEND A ND M AC COM PAN YWOSPECIRCA TIO NS HA VE BEEN PR EPARED BYMA CNEIL WASH SYSTEM S LTD. FOR THE PA RTY WHOSE WINE APPEARS N THE TITLE BOX IN PROPOSED ERECPERTYTION OF AN AU TOM ATIC A SHSWA SHATIHl A NDRE)HSHOWN TH ER CO NNEON . SAME
1N EAEON . BAN EAR E TH E EX CLU SIVE PRO PERTY OF NACNE4 W ASH SYSTEMS LTO.AND RE SU BJECF TO RETURN U PON D EM AND. BY TH E AC CEPTAN CE HER EOP . M PROSPECTIVE GUSTONERTHER M AGR EES NOT TO D IVU LGE. US E OR C OP Y TH E SAN E TRRR. 1 THE HATTOI CONSEN T OP M ACNEL W ASH SYSTEM S LTD.THE O FO RWTON CO NTAINED HERE I M SUBM ITTED N GOOD MIDA S AN wSEYUR CDEN LA YING
"N o:Lo:RECURWNWWR WILL A N OT
ANB EE SSP0 RWE FORERRO RSOR
O.BELLFLOWER.

G:1Sharedrr eslMaeNeIIWDS-Design
TeamIMacNeWWH ub\IrecfSal es ProjectslFra nk Heath1SE23-0SO QufkWash- Belflf ow er ' "'

QUIK WASH - BELLFLOWE R
M
G 9 `
�• •f°•' ®
N'
f L
$g
E
6AR ONT ARI O,
NCS 90 WELHA M RO AD,
1 "ELECTRICAL UNDERGROUND CO DUITS
8 `1
a�h�
a
an F OR INSTALL ATI ON
LA
UNEYE
SS31 ]03> r C ANADA
s"n o • 00400111.011 40
CA I SE23-090-EU
°`:

B .� :.
xa • B.
wT.

No .

BY • oEe cAr oN
wT e w �E .: TF NCB .: I oMwSTP:. iw� E Ie � O� ."i A1" no

` SOURCE
ITEMS

EQUIPM ENT DESCRIPTION

M OD EL
V OLTS
NI
HP
AH D-
W
PHASE

WIRE MS
MOMENT

EOIIP MENT

ERECTED BY

TERMINA TED

WIR ED BY

NO TE SfUPPLM DB Y
-
01 CONVEYO R
05 2000
.

D
0 14

CHA IN T E/MION RE ERN WRCH
24 -
-
2C011AWG
C. W.I.

C. W.I.

E LE CTRICIA N

LO CATED AT CO NVEY OR EN TRANCE
0 014
R0 70R Y BICODR& FLOA T SW ITCHES
•
24 2XEN%1MW0
C. W.I.

C .W.O.

ELECm100I1
LOCATED AT CO NVEYOR TRENCH EMT .
0 02

E ENNICY STOP S WIMS
-
24 21CI IMWO

E LECTR IC IAN

ELEC TR ICIAN

EIECTRCINN
ELECTRICIAB TO R UN NO ES RU N CABLE S PROM EA CH EMERGENCY STOP BU TTO N RO TC. 0 06

T APE SW ITCH FO R MIN UP
24 1-
21CB11AWG
C. W.I.

C.W1

ELEL IRICMN
CAN SE R AN IN SAME CONDUIT AS THE MINN TENSION RE00YATCH. 07 PO0NB11770N STATION
P034020
-
-
0 074

E STOP /POWER
-
24 D ICBIIA WO
ELO C1R03AB

ELE CTRICIAN

ELECTRICWN
D
074

N ETWORKING
-
24 -
1X CA NE
OTHERS

O TIBIS

O THER S
R EQ UIRE S IX CA ENE FOR COIN YORED TO MOOED M TC.
0 w
TAPE MINTCH FO R CEA':
-
24 -
•
21C0 13A W0
C. W.I.

0. W1.

FLECTI1GMN
-
D
00 DOUBLE PHOTO EYES
24 S SE /40TE
C. W.I.

C. W1

ELEC TRICIAN
2X 3K31MW0 REQ UIRED FOR RECEIVERS& 2X 2/CI10AW G REQUIRED FOR FIB BER S O
/0

H EEPH NOM
EN TRY •FU LLY LLUYNATO ECLIPSE ENTRY
A RC
120
-
-11
1 3C*HMW0
CWJ.

C.W J.

ELECTRICIAN
MeN B ACK L101111213 POWERSU PPLY R EWIRED.
0 0
104
100

LID ROB LIG HT

CON TROL SIGNA L WI RES
-
•
110
241110
-
3 •
1 3KN14AW0
C. W.I.

C.W.L

MCNE MAR
•
1 110010A WG
C. W.I.

C .W. I.

FIFC TRICMN
0 11
ORB ULMRASON 6EM0R
•
24 -
554221 RS4 05
C. W.I.

C. W. I.

ELEC TRICIAN
ELECTRICIAN TO PULL SUPPLIED CA BLE FR0 61 SENSOR TO VP' N O FFIC E 13 TOP DRUMMER MINION C ORE
RS1000
D.
234
M OTOR
420
1 21
3 I ICS12AWO
C .W. I.

CEL L

ELE CTR CIAN
FEED VW/ RATER C AB LES DIREC T TO MOTOR Si 0 BL PAC KMOTO R EN CLOSU RE 11 MAGNUM WHE EL BOSS W ITH FOAM BRUSH
MW2000
D4

14. 0 0100 DS
-
420
1 2.1
5 NC MMWO
C. W1
C. ./

ELECTRICIAN

MEDVED RATED C AB LES DIRECT TO MOTORS L GEL PACK M OTOR ENCLOSURE D.
144

M OTOR PE
•
420
2 21
3 NC Y02 AWG
C.W. I.

C.W1

ELECTRICIAN
FEED WD RATED C AB LE S DIR ECT TO MO TORS i G EL PAC KMOTOR EN CLOSURE. 16 TOP BR USH WITH M INC. CO RE
RS10M
D4
104
M OTOR
4M
1 11
3 NQ E12AW0
C.W J.

2.041

ELECTRICIAN
PEEDWD RAT ED C ABL ES DIR ECT TO MOTO RS L G EL PAC K MO TOR ENCLO SURE.

WIRY A RCH
-

0 164

LERLIONT BAR
•
110
-
-3
1 L CS14AW 0
C.W. I.
091/1
501015CAN
•
II

ANON ME WA SH ERS
583 01

0. D.
1M
104

M OTOR OS

MOTOR PE
•
4 460
MM
1 1

2. 1
21 3
3 4C 012AWG
NCO12AW0
C. W. I.

C.W1
63ECTIC l3N
F Ue0 NO RATED CA EL05 DIREC T TO MO TORS A NLPA CK0OTO R EN CLOSUR E.

C.W .I.

ELECTRICIAN
FEED WO RA TEO CA SLEB D IRECT TO MOTORS IL GEL PACK MO TO R DICL0 3URE. 10 L OWB0E WA SHER WIT H C S" C ORE -OUA DP AC K
R MOB
04 04

10. 10 4
MOT OR Di

MOTO R PE
420
420
1 1
21 2.1
9 3
N C/32A40
NCP12AW0
C.W 1.

C. W. I.

C.W. I.
0 .004.

ELECTRICIAN

ELS CIRICAN
FERO U FO RA TED C ABLES D IRECT ED MO TORS I MIL PA LO MO TO RBCLOSURE.

F EED VF D R ATED C AB LES DIRECT TO MO TO RS I GEL PA CK MO TO R E NCLOSURE - 20 SUPE5 PLBX WRAP AROUND• LONG A RM S
RS701
O.
304
M OWN 05
-
460
/
21 a
4133/1200Y0
CW. 1
CW II

IRECT ECAN
FED VFO RATED CABLES DIRECT TO M OTO RS l 06L PACK MOTOR ENCLOS UR E 04 204

MOTOR PS
-
420
1 21
3 Np12A W0
C. W.1
C. W.I.

EL ECTRICIAN
F1D M VRI R AT0 CA BLES DIREC T TO M OTORS B OSLPEN(MOTOR ENCLOSUR E 0 21

WARNING HORN
-
24/110
-1
1 31ENAW0

E LEC TR IC IAN

ELE CIRIC ULN

ELECTR ICIAN
WA RN ING HO RNAPECW IO* 11OM I EDW ARD SB 70006 S WAG .

D
22 EMER OEHCY STOP BUTTO NS
•
24 -
2 CS0N1WG

ELECTRICIA N

ELECTR ICIA N

ELECTR ICIAN
ELECTR IC IAN TO RUN HONE RUH CABLES FRO M PALM 0MER0ENCY STOP SUITOR 10 TG . 24 LOW SIDS WASH ER WITH 3072010.000 0130 00
R S6 00

0. 244
MOT OR D5
440
1 21
3 4CMMWG
C .WJ
C. W. I.

ELECTR ICIAN
FEN WO RA TED CA BLES ERECT TO MO TO RS& GEL PACK MOTOR ENCL OSURE .

D4
24 4

MOTO R PS
420
1 21
3 4K2HM000
C W.L
C.W .I.

ELECTRICIAN
FEED YEOMEN CABLES DUN CE TO MO TORS\ OM PACK MOTOR E NCLOSURE 25 SIPRi1EX WRAP AR D0 .D• LONG AR M
05 701
MA
06 4

M OTO RS
430
1 21
3 4RWITIWG
C .W.I.

C .W.I.

ELECTRICIAN
FASO WP NATO CABLES DIRECT TO MOTORS i GEL PACK MOT OR F INE mo m. 04 26 4

MO TOR PS
•
420
1 21
3 4KSHMWO 1C. W.L
C .W.I.

ELECINCAN
FEED YEO MEN, CABLES DIRECT TO MOTORS i GEL PAC K MOT OR ENCL OSURE.

D
1i
ARCH PMAMO I • ILLY 0 .106 111.31 5 [G EESE AP/L TC ATO N•

110
•
-11
1 31G3/MWO
C. W.L
C .W.I.

E LECT RICIAN
SIGN SA CK LIGHTING POW ER SU PPLY REQUIRED .
0 2 34

LID P UR PLE LIG HT
110
-
-3
1 1G14A 0G
C. W.I.

C.W. I.

ELECTRICIAN I
•
20 S UPE1SON C WHEEL WASHER
106 550
04 Me

MO TO RS
440
1 21
9 4/d120W0 1
C. AVA
C.W .L

ELEC TRIC IAN
- 0W0 M 0 CAB LE S OMEN TO MOT OR S I OEL P AC K M OT OR E NCL OSURE 04 204

MOTO R PS
440
1 21
3 /Ki 12A W0 1
C. W1
C. W.I.

ELEC TR ICIAN
FEDWD RATE D C ABLESDIRECT TO M OT ORS a GEL ► ACKM OT OR ENCL OSURE. 30 TOP BRUSH W ITHIN NCH CORE
05120 0

0. 304

MO TO R
-
420
1 21
3 Nd17A WG
C. W.I.

C.W ..

ELECTR ICIAN
FE ED WO RA TE D CANE/ DIRECT TO M OY ORS • OE L P ACK M OT OR ENCLOSUR E 0 31

R EFLE CTION PHANTOM
•
110
-11
YCII4A 00
C. WJ.

C.W. L
ELEC1R IC WN
SIGN BACKU0M 7N0 POWER SUPPLY REQUIRE D.

D
9 14
LED R OM UON7
•
110
-
-3
-1
1 3C0 14A W0
C.WJ.

C.WI

ELEC TRICIA N
•
0 D
32 3Z4

C ERAMIC PUNCN A RCH

LED WNW LIGH T
-
120
-11
1 SIMIA N°
C .WL
C.W. L

ELECTR IC IA N
SIG N BACK L IG HTING POWER SU PPLY REQUIRED.
110
-
-M
1 1C1 14Am3
C .WJ.

C.Wl
0LEC1RCMN
-
33 11111. 17/ 1 AR CH
•0
334
W u0 0010 AB
310
•
-3
1 3RY1MW0
C. WJ.

C.W1

ELECTRICIAN
-
35 X 40DBMROEILD ARCH
D4
364
1621021 ►ROO UCR: POW ERLOCK
420
16 21
3 41C I1MW0
C ,WJ.

C.W.L

ELECTRICIA N
U SE SPLIT BOLT CO NNECTORS - AT MOTORJ 0. MIRE SIN MEFD ON 412 PER CON DI07 . 0b
04 354
1E 0121 P000 0005: PO WE RLO CK
-
400
15 21
3 NC1120WG
C. WJ.

C. W1

ELECTRICIAN
USE SPLIT BOLT CON/MCTORB AT MOTOR J0. WIRE ME BASE R 0114/C PER CONDUIT .

30. TECH 21 PROD UCER: PO WERLO CK
•
MO
16 21
3 4CM0AWG
C .W.I.

C.W.L

EECTECAN
USE SPL IT 610LT CONNECTORS AT MOTOR All. WIRE SZE BASE D ON NC PER CONDUIT .

D
314

FU SIO N DRY LED TU BE LIG HT NT
110
-
-3
1 IXIC MMWG
C.WJ.

C.W. I.

ELEC TRICIA N
.
36 % M10 E PR O IALD AR CH
-
04 35.

TECH a1 PRO DUCER: POY/RLO CR
-
40 0
16 21
9 4C M0A W0
0 .041.

C.W1

ELECTRCUW
USE GPUT BOLT CONNECT ORS AT MOTO R JO. WIRE 202 E B AND ON NC PER CONCU R. 04 364
11 CH 21 P500 00002 PO WERLOCN
-
200
16 21
3 NCI MWO
C.WJ.

CELL

ELECTRICIAN
U11SiEE NUT BO .T CON NE CTORB AT MOT OR 20. WIRE SIZE S AND ON 4C PER COND UIT. 04 364
TECH 21 PROD UCES PO W5LOCK
-
420
15 21
3 4 CNOA WO
C.WJ.

C.W. I.

ELECTRICIAN
USEi nUT BOLT CONNE CT ORS ATM0T OR M.MRE ME E B ASE D ON 4C PE R CO NDUM . 0b
364
TECH 21 PROD UCER : PO WER LO CK
440
10 21
3 41CB 1MW0
C. WJ.

C. W.I.
04101 C UM
USE SPLIT BOLT CONNECT ORS AT MOTOR JB. WIRE WE BASED ON NC PER CONDUI T. 04 364
TECH 31 PRO DUC ER : POWER LOCK
-
460
15 21
9 4CMOA WO
C.W.I.

CY/1

ELECT RI CIAN
11 10E S PUR BOLTC ONNE CT Ort0 AT 1.101 001 J6. WIRE SUM SAND NC PE R 0311007 D
344

FUSION MY UM TUNE LIGH T KR
120
-3
1 3%1001MVN
C.W.I..

C. WA

ELECTRICIAN
37 GLOSS BORE P *RUMM 11 600
_•
200
1 25
3 4C 112A WG
C. WJ.

C. W1

ELECT RICIAN
PEED WORA1ER CABLES DIRECT TO M OT OR S LOEL P ACK MO TOR E NCLO SURE . 04 374

M OTORS
-
460
1 21
9 4NU12AWG

0. 13. 1.

C. W. I.

ELECTRICIAN
FEE D VFD RATIO CA BLES DIRECT TO M OT ORS • GEL ► ACK MOTOR E NCL OSU RE

0. i74
MOTOR Pa
33 MA DE MO SULD ARCH
-
04 306
TEC H 21 PR OM/CEA: PWR. 00K \ FLIP NO EL
•
420
11 21
3 4101100 W0
C.W.I.

C.W.I.

ELECTRICIAN
USE SPLETB OL T CO NNE CT ORS AT M OTOR. N. MO RE 04 26 BARD ON NC PER 005 001T . 124
304
TECH 21 PRODUCR:PWR •LOCK \ FLE1 NOEL
-
400
15 21
3 N C310AW0
C. W. I.

C.W1

ELECTRICIAN
M ME 5PLLt BOLT CO NNE CTORS ATM OTOR AL WIRE 202E B ASEL ON NC PER C ON DUIT . 04 30.

TE CM21 P 110ECR:FW R{D CK & FUR NO
-
420
13 21
9 N CM0AW0
C.W. I.

C.W1

ELECTRICIAN
USE SPLIT 00LT CO NNE CTO RS AT MOTO R JB. IMRE ME B AUD ON NC P ER C ONDUIT . 04 304
TECH 21 PR ODUCER: PO WER LOCK
-
440
15 21
9 4C 1/MW0
C. W. I.

C.W.I.
6L6'CT RI0AN
USE ;P UT BOLT CONNECTORS AT MOT OR XL PARE S ASE B AS ER ON 10 PE R C ONDUIT . 04 364
TE CH 21 PRO DIICR:POWO ALD CK
-
MB
15 21
9 4/010A W0
C. W. I.

C ELL

ELECTRICIAN
USE E MIT BOLTCONNECTORI AT MOTOR AL WIRE SIZE B AND E NC PE R C OND UI T.

D
934

F USION ENV IED TU BE LIENS IOT
-
110
- -3
I
DC3/p14A0O
C. W. I.

C .3 .1.

ELECT RICIAN
D
30 E MERGENCY STOP BUTTO NS
24 - -
-
2C 01MWO

ELEC TRICIAN
OLEC1RICWI
ELEC70C AN
ELECTRICIAN TO RUN HOME R UN CABLES FRO M E ACH E MER GENCY STO P B UTT ON TO TC. 0 40

AND COLL ISIO N PAD I
-
24 -
21CM SAWO
C. W.I.

C .W .O.

ELECTRICIAN
CAN N ERANN SAM E C ONOURAS 111E 0.6TORY E MCO OR . EE4?0IW3W� TOPVLL SYPPC ONT R 10 L ONGER CABLE IS REQUIRED ISHIELD EDND IRED ELECTRICIAN WILL NEED TO SU PPL Y I STALL TWISTED SHIELDCA BL E IN A CO ND UIT L SPUCE I NA W AIF
0 41
TRAFFIC COMM ANDER 20ECTIONS 1-
100-240
- 2X12
2 4C114AW0
C.W.I .

CWl

ELECTRICIAN
•
THE PUN G EAR IN G THIS EMEN D AN D TM A CCOMPAN YING SPEC RGTKW 6H AVEGEFN PRFPAR SD BY MA CNL WASH SYSTEM S LTD. FOR 1M PAM Y WHO SE SAMS A PPEARS N 120 TIT LE SO X N 1HE RCONNE TION N.SAME MT HEE P03DIRe2T1pNO FAN MACNE ILW CAR S YSTAT T MEM S OARE AR SUB JECN TO R ETU RN U PON D ENAN D{Y TM O HEREOF. THE PROSPECTNE CUSTOYERTNO IRNE WASH YAGREES STEM S LTD. TH E INFORM ATIO N CO NTA INED HER EIN IS SU BMITTED N CO MMITT TO D IVU LO S. US E OR CO PT 1N E SA NE W I1110 1. 11 TH E WRITTEN 00 00 FAITH MGM.

IQ " REIN.1NORLEM,.CO OEMUNDERWRITINGRE QU IR EMENTTY UEfOR IMORiO R G:1Sha rod drive s1Ma cNGIRNCS Des! nTeaml MacN efl H ublDirect S ales Pr oects\Fra nk-He athhSE23-006aulk Wash -Bellflow er . ... ....

QUIK W ASH -BELLFL OWE R
GHQ
®• r,
y� 41. 'l
RBowELJA MRO AD

B ARRIE ONTARL O,
Ra; EQUIP MENT ELECTRICAL
SCHEDULE 1
�C '.J nt
ii
-
IiSNOPOR OMTALUION
� F00l P M EN r /F
'v7'��N EIL
CANADA IAN 8E4
BELLFLOWER, CA �SE23-090 E1

0 .. q. ;%-
s
,p.
0 01
0011
N P.

Y
DE90R P,IN, 201E
°""' MR' 1 ""*"" . "113 -21 -24.112" ' to ,/ ;,,m �3

SOURCE
ITEM!

EQUIPMENT DESCRIPTION
M 00EL
lV{
He
W

W IR E EB

EQUIPMENT

SUP PLIED BY

EQUIPM ENT

EREC TED BY
1lRwNA lE OI

WINED BY
NOTES
WA
A
MAIN ELECTR ICAL PANEL• BY OTHERS
M OP
4W
•
TBD
3 TED
AN

E LECTR IC IAN

E LECTR IC IMI

EL ECTRICIAN
N

CO NNECTED TO C AR WAS HES MAPOWER SOURCE
WA WA
A.

V FD
11111111.1111Ml!
'
WA
Ad

S TARTE R
-
'
A
B
SECON DARY DISTR IBU TOR TRANS FOR MER • SY O THERS
37X
110(•
2411

750
3 TED

ELECTRICIAN

ELECTRICIA N

ELECTRICIAN
•
•
C
SECO NDARY PAN EL• BY O THERS
SDP
24!120
-
T80
- 180

ELEC TR IC IA N

ELECTRICIAN

ELECTRICIAN
-
WA
C.
1/70
-
-
-
•-
-
NIA
CO

STARTER
•
-
•
A
0 MA STER C ONTRO L C ENTER
MCC
440
•
780
3 TB0
C.W J.

ELECTRICIA N

ELECTRICIAN
•
MIA
Da
N ED
-
WA
Dd

STARTER
-
•
-
-•
-
F

AR COM PRESSOR

1.4 MOTO R
•
460
10 /4
3 4 IC 0124 W0
C.W J.

C.W L

ELECTRICIA N
THE AMPACITY UST BD IS ES TIMA TED. ELEC TRICIAN TO CON FIRM A MPA CR Y. 0 A IR DRYER
C
Ga
POWER
•
130
113
-7. 2
1 3(C 012AWG
C.W J.

C.W.L

ELECT RIC IAN
TYPICALL Y REQUIR ES A I►H 110VAC 20A C IRC UIT . ELEC TRI CIAN TO CONFIRM A MPACFIY. 11 AR CO MPRESSOR
At.

Ha
M OTOR
•
410
10 /4
3 0CRI2AW0
0 L,
C.W.L

E LECTR IC IAN
THEAMPACITY METED ISEETWTED. ELECTRICIAN TO CO NFIRM A M►ACT• . 1 AIR DRYER
C
la
POTTER
•
110
113 -7. 2
1 L C412AW0
C.W.I.

C.WI

E LEC TR IC IAN
NPICALLYSOQURE3 A 1P/1110VA020A CIRCUIT. ELECTRICIAN TO CONFIRM AM PAOITY. -
K

BOO STER PIMP
A
Ka
MO10 R
-
440
2 3. 4
3 N C/REAMS
C.WJ.

C. W.I.

E LE CTRIC IAN
TYPICALLY REQUIRES A 2PH 4 60VAC 16ACRCUR . ELE CTRICIAN TO CONFIRM AMPA CR Y. 0 Ad

CON TRO L SIG NAL WIRES
•
241110
•
1 AICSISAWG
C.W. I.

C .W.I.

ELEC TRICIAN
•
L

WA TER SOFTENER -BY O TH ERS
C
Ld
POWER
•
780

SEE NO TE
1 760
C .W.I.
0V /

ELECTRICIAN
SEE MA NUFAC NR EVS SPEOIFICAfOSS FOR W RUNG & PO WER REQUIR EM ENTS. .

RECL AIM S YS TEM
TW4444MR
20 -
-•

-
-
.

AO
W
M OTOR
450
10 /4
3 AIG12AW0
C. W. I.

E. W. I.

ELECTRICIAN
TYPICALLY REWIRES A 3PHMOVAC IM CIR CUIT. ELECTRIC AL TO CO NFIRM AMPACITY.

O
11-0

RECL AIM SYSTE M -CONTROL POWER
•
110
-

SEE NO TE
1 3101 13A W0
C, W.1.

C. W.I.

HEC1RICIA M

CUIT FOR PE OZ ONE CO NT ROL PO WER
REQU IRES A 1PU 1/0VA C 20A CIR CU IT
D
0 Me
RE CL AIM SYSTEM • CO NTROL 0IG NAL WIRE
•
110
-

SEE NO TE
1 WC0IOA WO
C. W.I.

C.W.L

ELECTRICIAN
REQ UIRESERM IMWG CONTRO L WIRESF ROEI T C.

M4
RECLA IM EYS 194 • UNDERG RO UND FLOA T CON TR OLS
-
110
•
EEE 44070
1 41CF1MW0
C.W .I.

C.W.L

ELE CTRICIAN
M 1.00 FLOA T CO NTRO lB.1EIR TOIIC MS AMIG WIR ED 70 AW T107RG HTNC1KW BOX FRO M THE LASTAIOER GROU ND T AW( TO THE/001 .*M 87 3TEM FO a -
M
R. O. CARBON TANK
C
Na

CONTR OL
110
-
-1
1 LCII2AWO
O .W .I.

C.W .L

ELE CTRICIAN
TI0AMPACITY LISTED S ESTIMATED. ELECTRICIAN TO C ONFIRM MPAOII Y.

O
R.O. SYSTEM
E24 5000
Mb
Oa

MO TOR /POWER
460
3 46
3 O M5AWO
C .WJ.

C .W.I.

E LEC TRICIAN
TYR CALLY RE QU IRES A 3PN 460VAC tM CIRCUIT . ELECTR ICIAN TO CONFR MA MP ACRY.

Mb
Mb
010 70 5P OWER
-
460
3 40
3 Od12AW0
C. W. I.

C.W. L

ELECTRICIAN
TYPICALLY REQU IRES A 3PH 460V AC 15A CIRCU IT. ELEC TRICIAN TO CO MM A MP ACITY.

P
RO . R EJEC T TA NK
•
-
•
O
Pa

LO WLEVEL SAFETY FLOAT
-
24 -
-
•
25035*W0
C. W. I.

C.W .I.
83244 1ICMN
•
0 Pb

AC TIVATION FLO AT
•
24 -
-
2MCRMWR
C. W. L
C.W .I.
010 781CMM
0 R .0. REJECT R EPRESS. PUN• BY OTH ERS
A-0

0. MOTOR
•
440
3 4S
3 OC8820WG
C. W. R.

C. W. I.

ELEC TRIC IA N
TYPICA LLY R EQUIRES A 3PN 440VAC ISA CIRCUIT. ELECTRICIAN TO CONFI RM A M► ACI TY. 0 041

C ONTROL SHALL WIRER
•
24(115
-
-
1 O OISAWG
C.O. '.

C .W.I.

EL EC TR ICIAN
•
Ad
R
R. 0.Rl►111S0URIZATIO N PUMP
PCM0. 9

Ra
MOTO R
-
460
3 45
3 I ICB72AW0
I C. W. L
C.W. I.

ELECT RICIAN
TYPICALLY REQ UIRES A 3PH 440VAC 1M CIRCUIT. EL ECTRN:MN 70 C0 NFS MAMP AC RY. a
0 8
8 R.O . STORAGE TANK
-
•
Ea
SL

LOW LEVEL SAFETY FLOA T

ACTIVA TION FLOA T
•
24 -
•
•

IIC OIMWG
C.W. L
C.W. L

EL EC TRICIAN
•
•
24 -
-
•
3 CO10AYY0
C.WL
C. W. L

ELECTRIC IAN
•
-
T

HYDRAULICPOW FR PACK
-

DO
T4
M OTOR
-
NO
10 14
3 AIG12A WG
C .W.I.

C .W. L

ELECTR ICIAN
•
DO
7d
MOTOR
-
440
10 N
3 A K0 12AY M
C. W.L
C .W. L

ELECTRICIAN
D
Ts

LOW OIL LE VEE SENSOR
•
24 •
1 2R 3T16A W0
C. W. I.

C.W. L

ELECTRICIAN
-
o
14 CON TRO L EIOAL MR CS
•
24 /110
-
-
1 OC *IMVN
C.WJ.

C.W. L

ELECTRICIAN
-
U

PO WER LO CK P ANEL
-
-
•
D
W

CONTR OL
-
24 1110
-
.
1 261CNMW0
C.WJ.

C.W. L

ELECTR ICIAN
-
V
FLIP NOZZLE AR PA NEL.
•
•
0 Ma

CO NTROL
•
24 1110
•
-
1 4161 10AW0 C.W. L
C.W. I.

ELECTRICIAN
•
W

PUPNQOIIE AR PA NEL
•
•
•
0 Wa

CONTRO L
241110
-
1 415IMWO C. W1

0. 01.4

54.10 05011
.

PU P ME RE AM PA NEL
.

D
X+

CONTROL
-
242110
-
-
1 MM 1MWO C. W*
C.W.I.

ELECTRICIA N
Y

ACLU -SHANE
.
-

ELECTR IC IAN
SEE MAPRO ACmUOWS POWE R RE QUIREME NTS .ELECTRICMN TOSUPPL YI METAL LA IM OURET . _ D
7a

CO NTRO L
•
110
1 180 O THERS
STEW
0 2

CAROLINA PRIDE SCC IO PORT
-
24 -3
1 -TED C. W.I.

C.WJ.

ELECTRICIAN
CO NNE CT SUPPLIED NOMERUN CABL ES SAC K 70 MC C.

2. PUMP
-
460
3 46
3 410IZA WG C. WJ.

C.W.L

ELECTRICIAN
T YPICALLY REQUIRES A 3PNAOO VA C IM CRCUR. EL ECT RI CI AN TO COM MIXAMPACT'.

CAROI/IA PRIDE SPARE PUMP
-
•

ELECTRICIAN
A
AA .

PUMP
•
460
3 4. 6
3 OCOIMWG C.W. I.

C.W*

ELECIRCM N
TYPICALLY RE QUIR ES A 3P NYOVA C IM CIR CUIT. EL1 0101 01N TO CONFIRM AMFACITY. 0 A8
CAROLINA PR IDE BCC 10 PORT
-
2A
-3
1 TBD C.WJ.

C.W1

ELECTRICI AN
C ONNE CT SU PPL200 80*E RUN C ABLES B ACK TO MCC .

A
AB.

PUMP
460
3 4. 1
3 4DN MWG C. WJ.

C.W.L

ELECTRICIAN
T YPIC ALL Y REWI RE S A 3P HI60VA C 1M CROW . EL ECT RI CI AN 70 CO NFIRM A3PA CITY. 0 O
A0
CARO LIN A PRIC E• S POR T WATER 016T2 MIEL 2
SPORT
241110
-
1 25fp1MWG C. WJ.

C. W.I.

ELECTRICI AN
-
AD
CA RO LI NA PR IDE • 7 POR T WATER EM T. PANEL 1
',POR T
241110
1 251061IMO C. W. I.

C.W1

ELECTRICIAN
-
AE
MA GNU M MOH PRE SSURE PIMP 25HP
(439MR
DO
AE.

PUMP
-
460
23 34
3 OCO5AW0 C. WJ.

C. W.I.

E LECT RICI AN
•
O
At.

LO W WATER LEV EL SENSOR
2A
-
1 2/G/0AW0 C. W. I.

C.Wl

EL ECTRICI AN
-
AF
MAG NUM ERECT ORVE PUM PING STATOR 7.6102
4110030

DO
A Fa
P UMP
-
460

7.5 11
3 Op12A W0 C.WJ.

C.WL

ELECTRICIA N
•
D
AFK

LOW WATER LEVEL SENSOR
-
24 -
-
1 2CO1MW0 C.W..

C .W)
ELEC7RIC4 N
•
AO

AR DISTRIBU TION PANEL
.

D
A G.

CONTR OL
- 1241110
-
-
1 251CMMWO C.W.O.

C.WL

ELECT RICIAN
-

THE PLAN SE AR WD IN S LEGEND AND THE ACCO MPANY ING SPECIFICATIO NS LAVE BEN PREPAR ED BY MACRE4 WASHSYSTEMSLTD. FO R THE PARTY W I103E RA MC AP PEARS R THE TOLE BOR N

CON NECTION ARE IRE PR OPO SED
P0 000 F MI AUEOMAMCAR WA SH TEM S L0 LO CATION
1HERE pA TATS ARE IXE EXC LUS IV E PRO PERLY OF MA CNEII WASH SYSTEM S LID . A ND A PE EUBJ EGT TO RE TURN NOM D EMAN D. BY THE A CCE PTANC E HER EOF. MMO EPEG TIVE CUSTOM ER IHER®T AG REE S NOT TO DIVU LGE . U SE 0 11 CO PY TH E 9AM l WITHOU T TH EYIR II'IIN COM6NTO F N ACNEIL WASH N CE R LATINO OUT THE CA R STEMS LTD. IH R WARN WE IMI NOT BE RESPO SIBLECONT..= H EREIN IS SUBM ITTED EFO RERRAO RS OR ITH AS AR

ASSISTA
O R4SION iwR EIN. NO R L EGA L CODE OF UND ER WRITING REOU NEM ENTS.

G:1Shared drive&Mac Nei\NCS Design TeamlMacN61ii11 u61Dire cl S ale s Prje ct slFr ankli eath1SE23-090QuikLWa sh -B ellflower pN Td 1..
®• :.

ROA D

QUIK W ASH - BELLFL OWER
�,x®
I L.
ss
Y
NCS
•B AR
ml° E QUIPMENT ELECTRICAL
IE G�dS
,
¢6 1
22�G888
NCI
W
ISSUE D F OR N/T ALL Aflos
Vil 'N E/L
LAN 8Y4 SCHEDULE 2

CA NADA
T.5
+� O
¢
¢
M44M3]
7Re]R81 oOW BAN G WA vdl7-4 �I F� mum. t omat o
I
OI L1..

No.

BY
DATE
No .

BT
CD SCWm 4N
DAT E
MR I 03464•23 I R T.6 Iiie3371 I 110 BELLFLOWER, CA SE23-090-E2

SOUR CE

ITEM

EQ UIPMENT DESCRIPTIO N
MO DEL
-

CO NDU IT SIZE
p10

CO ND UIT
SU PPLI ED eY

CONDU IT
RAN BY

TERMIN ATED

NE MO BY
-
NO TES
01 CO NVEYO R
011000 •
D
01a

CN NI TENSIO N R EED SWITCH
LL'
'ELECTR IC/A N

ELECTRICIAN

ELECTRICIAN
-
LOCATED AT CONVEYOR EN TR ANCE.

WA
01-0
MOTOR
111]"

ELECTR ICIAN

ELECTRICIAN

ELECTRICIAN
-
LOCATED AT CONVEYOR TREN CH EXT.

D
01c

ROTORY ENCODER S FLO AT SW ITCHES
-
-
-
-
3M'

ELECTRICIAN

ELECTRICIAN
LO CATED AT C ON VEYOR TREN CH B UT.

D
04 TAPE SWITCH FOR ROLLER UP
-
-
-
-
3M '

ELECTRICIAN

ELECIRC UIN

ELECTRICIAN
-
D
D-
00 TA PE SWITCH FOR CTM S
-
-
-
34 '

ELECTRICIAN

ELEC TR ICIAN

ELECTRICIAN
•
D-
D
00 0011612 PHO TO EYES
-
-
34'

ELECTRICIAN

ELEC TR ICAN

ELECTR ICIAN
•
•
D
40 ANac a PAD•
-
3M"

ELECTRICIAN

ELECTRICIAN
-
WA
A

ELE CTRICA L
NU N ELE CTRICAL PANEL . BY O THERS
ED P
TED

ELECTRICIAN

ELEC TRICIAN
- IAN •
CTR IC
•
•
•
•
WA
AO
STAR TER •
A
8 SECONDAR Y D ISTR IB UTION TRANS FO RM ER • 87 O THERS STE
-
1B0
ELE C7RICIA N

ELECTR ICIAN

ELE CTRICIAN
-
B
C
SECON DARY PANEL.EY O THERS
SDP
•
-
3 ELEC TRICIA N

ELEC TRICIAN

ELECTRICIAN
-
-
WA
C.

WO•
WA
C-0

S TAR TER
-
A
D

C ONTRO L CENTER
M CC
-
TE D

ELECTR ICIN

ELE CT RICIAN

E IE CWIC IAN
-
•MA STER
NIA
Da
NM
-
-
-
-
-
-•
WA
DO

STA RTER
-
-
-
-
-
- -
-•
F

AR CO MPRES SOR
-
••
-
•
•
•
•
AO
Fa
C
MOTO R
-
-
3M'

ELE CTRICIAN

ELEC TRICIAN
ELEC TRICIAN•
AR DRYER•
C
6a
POWER
34'

ELECTRICIAN

ELECTRICIA N
ELECTR ICIAN•

ELECTR ICIANI
N

AM COMPRE SSOR
-
-
-
-
-
Ms
Na
MOTO R
-
-
-
-
MC
ELECTRICIAN 1 ELECTRICIAN

ELECTRICIAN
1 AE/DR YER •
C
P OWER
3l0'

ELE CTRICIAN

ELE CTR ICIAN
ELE CTRICIA N•
Ile
K
B OO ST ER P UMP •
A

AELECTRICIAN
Ia
1,10708
E4'

ELECTRICIAN

ELE CTRICIAN
-
•
•

TRITER S OFTE NER - MOTHER S
•
IL
C
CELLCiRICUN
L -0
PO WER
]!{•
_
lLECiRICLW

ELECTRICIAN
•
•
-
-
-
-
N

RECLAIM SY SIE R
SO•
-
-
AO ,
Ma
MOTOR
3N '
D
Mb

EM R ECLAIM SY STE M CO NTR OL P OWER
LA'

ELE CTRICIAN
_•

ELECTRICIAN

ELEC TRICIAN
•
•
D
Ma
mecum SYS TEM • CONTRO L SIG NAL WIRE
•
•
34 ELECTRICIAN

ELEC TRICIAN

ELE CTRICIAN
•
D
114 1
RECLA M EM SYS T• UNDERG RO UND FL OA T C ONTRO LS
-
-
-
-
1'

ELE CT RICIA N

ELEC TRICIAN

ELEC TRICIAN
-
N
R. O. CARBON TA NN

C
Na

CONTR OL
34'

ELECTR ICIA N

ELEC TRICIA N

ELE CT ACU LN
-
0 4, 0 SYSTEM
ES -25000•
AO

0. M OTO R/POWER
-
-
-
-
3M'

ELECTRICIA N

ELECTRICIAN
ELECTR ICIAN•
A-0
0-0

MOTORMOIVER
-
-
-
34'

ELECTRICIAN

ELECTRICAW
tt. 0*TRICIA I
-
•
0 KC/ REJECT REPR ESS. PUM P - BY OTH ERS
•
-
-
-
A-0
O.

M OTOR
1V'

ELECTRICIAN

ELECTRICIAN
-
0 pL

C ONTROL MOR AL WIAES
3M'

ELECTRICIAN

ELECIRICIAI
-
-
•
R
R.O . R E►R 010UR¢ATION PUMP
POMP ]
-
-
-
-
MO
R.

M OTOR
-
-
34 •

ELECTRICIAN

ELEC TRICIAN

ELEC TRICIAN
•
-
7 NTDR AULICPOW ER PACK
-
-
-
-
•
D-0
is
MOTOR
34 •
•
D-0
7b
M OTOR
•
•
••
3M'••
U
PONR9RLO CK PA NEL
-•
D
U.

CONTROL
-
1' ELECTRICIAN

ELE CTRICIAN

E LE CTR IC IAN
-
-
Y
ACCUi 018-
0 7a

CONTROL
•
•
-
TOD

ELECTRICIAN

ELECTRICIA N
•
SEE MANUFACTURER'S PO WER RE QUIRE ME NTS.

AE
HAI TIAN NqN PRESSURE PUMP 25HP
MINIM
••
-•
IT
Na
P IMP
-
-
3••-
AF
MA GNUM DIRECT DRI VE PLUMPING STATION 73*
1I100RD
M
•
•,
DO
A P.

P IMP
-
-
3N '

ELE CTRICIAN

ELECTRICIAN
-
-
D
AP.

LOW WA TER LEVEL SEN SOR
-
-
-
-

ELECTRICIAN

ELEC TRICIAN

ELECTRICIAN
-
•
O
A
A0
AO -R

NUR DISTRIBU TIO N PAN EL

CONTROL
•
-
3'
,

ELE CTRICIAN

E ECIRIMN

ELEC TRICIAN
•
•
K P LAN KAM ,M6 LEOEXO AND THE ACCOMPANY ING BPE OP IGTO NB HAVE EISA PR EPARED BY RA CHEL WASH SYSTEMS LTD. FOR THE PARE WH OSE NNE APPEA RS W TIE MU BOA N

T HER EOTN SAM EON ARE
THE LE.

AI IMM O,
THER EON SAM E 0014 40 E%CLIMNE PR OP ER TYO t MA CN EIL WASH BYBTEY0 LT0. AND Ml S110lCC l

TIMEX E LOS ERRCTOR OFOP ER TY A MMA CNIL WASS SYSTEMS
TO RE TU RN UP ON DEMAND. BY THE A CCEPFAICSHER EO F. THE PR OSPEC TIVE CUSTOM ER TERM' IYA SHSYSTEML°" I�Paln T«,Y AE EDSA LM „EREEINM EMMgTEO N000D FARB ASAEMER ITI. CONS EN T OF `;` T AR WASH . wE WILT, NO T Bl RESPONSIBLE FO R ERRORS
A8&STA NCENUYwG LEGA L
O NSSIOH ]REN NIN, NO R LEGA L CODE OF U NDERV IR RWG REDUYEMENTA G:1Sha red drives MM ac Ne 1fNCS Design Te ar nlM acNeH AutiCDirect Sales Project s{Fra nk-HeathhS E23OSO Q utWWash - B ellflow er ,E E, �M"

QUIK MASH -BELLFL OWE R
N
ry5 =
O. 1,10 e,"®
L r fir`
y F
Lip
RCS
°° "E` "A""RO AD.

BA RRIE O NT ARI O,
"'� E QUIP MENT ELECTRICAL
SCHEDULE3
y

MACNE/L

LAN B YE
OM
v l'
. _". ,
/-
6FA fEz 2
M
MR

ISSUED FO RMETALLATI ON
I3,I.10
MIN T Pr C ANADA
SE TS. mm xW
BELLFLOWER, cis SE23-X90-E3
��
©
NP.

EY
DATE
Na
BY

DESCRIPTIO N
DATE
.
...ME
..MP . !` Me '" IBM. n -Ma 1` I..rs I ,io,r.A' I""'�`
MR H

WA TER SOFTENER LIN E"'

RECLAIM WATER LAVE
1 I
•
• ••"•••••
_
-r—r T
I I I

CR Y WATER LINE
-.1
i 1
tl
�,-
- -
i i 'I II 11 _
1 1 11 11 it
—
El❑
-
v jrt t. o
ii
MN
--I
I. .
il.l"
r
poi
OO OO ©
© 0
Tx.

F D N L
P. E. W.I
CO
.,:1INSAN
©
EMMA
O O
®®®®®O@@
0 ..

T= O BO's♦O '
J L N
N O
O O
O
0 0
E
0 G
N CO
'
'(:)Q-10
G f
�=
u
C1L •Y CY �nr
tl © 1
-
..... . __
II1J
1 t 1 ERASE FOR TRENC H RUSH\ '
''.. ..

O • 4•• 4, , .. ... ... .......

SO
., ,• ..
•4 '• •,

.... . . ______
!�
. .i "WI C..`. .... .. . ,._ _.,..,
. ........
.. ...- .. ... . ... _
...... ..... ..,__
.. ...

GG , ......... .::•R• CHA SMS.. FOR MANUA L

•
S
••• •
. ... ..... .
•• ��•• ...� •
__ . ... . ... ... .. ... ... ..... .... ... ..
fTR •CNASE fOR TREN CH FLYSH�- ..
^/ 9
T' ROLLER UP BUTTON.
- ___,_____ 41-.
❑ . ...ES}.
••O ILER UP EX TEND fCHASWA Y FOR TORE TR ACT l
GRA IN T ENSION CYLIND ERS.
�E`\
�'
FOR SPARE.
�ro
!• J1 O
SPARE. G'�'
fTO R SPARE

C HASC S WAY FOR MMULIC/
/I LME6 0R FO R SP ARE
IC I
2XE^DRAINPIPES

FOR COR RCLATO R
E.
-
IT

COM PRESSED NR LINE
1 rte.
,=o
I 1 I
I 1 I
1 I /
f
-
in'
5 ESS

II N
Zqq
�4
c ut
00 © o © FD NI
o©©
0 0 0 0 coo ® DT 0® @ @ € 0

TH E PLA N B EARR IG T HIS LEG END AN D TH E ACCOMP AN YING SPECIF ICATIONS IMY E SEEN PREPARED BT MACNE IL WASH SY S1 EMS LTD. P. I SM PARTY W HOSE H AMS A PPEA RS IN THE TITLE BOxIN CONNECTION MTH TH E PROPOSEDBRECTRN I OF Ax A UTOMA TIC CAR WASH AT TH E LO CA TION SHOWN THEREO N. SAM E A ke TH E FACT US WE' PROPERTY OF MACNE IL WASS SYST EM S LTG. MO AR P.'MACI TO RE TU RN UPO N DEM AND. BY THE A CCEP TANCE HER EOF. THE PR OSPECTIVE CU STOME R TH ERM AGREES N OT TO D IVU LGE, on COPY T HE SAME WITHOUT THE W RITTEN CO NSENT OP IMCN EIL WASH ASSISTAN CENS LTD. THE LAYNG OUT MR CAR NA M WE Ma ION CONTA IN ED NOT BE RESP ON SIBLE FEIN IS SU BMITTED IN ON ERN.. OM OR AN O NE SIDN B H ER EIN. N OkLFON. COD E Of NMEA NRRWOREO UI EM ENTS.

G:\Share d ddves fM ac NefitNCS
Design Te am1 Ma cN ell
HO MDlrect Sales Proects\FranTcHeath\SE23A �6 QM'IkWash• Bellflower "' T°"Ot

QUI K W ASH - BELLFLOWER
GM
®•yy 'L( P •Tf•®
YL
+ '='1
�/�f �T�
90 WEL HAM R OA D.

BAR RIE ON TARI O.
'

H ARDLINE PLUMBIN G &
UNDE RGROUND DRAINS / CHASEWAYS_
Ci
r' -
;N ?
•..

MJaCIUE%[ L,L H BY.
�X`
tt
.qt,
'�
°`
l R♦

MR I SSUE D

F OR IN ST AL LATI ON
W,F30E,
•fir "I•M F•
BELLFLOWER , CA SE23-090-PU
f
• .�i-
M..

BY
W,E
N>
.Y
DE %Dk,P TI Dx UAW
axA tY •s L6 Mx VWR MM.:

MR I" ""•" j°"0,°:,..,.E, ,, 10 J., ,

SOURCE
_

ITEM EQ UIPMENT DESCRIPTION
01 CO NVEY OR
MODEL
231000
SRE
ama in.

Wn KL
PSI_
O PN

P LU MBIN G
TYPE

EQ UIPMENT

SUPPLE')BY

EQUIPMENTS

ERECTED BY
P08 00 60 BV

WATER NO TES
_
-
-
T
NL
MO TOR
-
17 2
1000
-
SS AC
.
-

U SE STA INLESS STEEL NC HYDRAULIC UNE S
AD
AD
Hd
01 MID DLE S►A REGNASEWAY

MI DDLE WA RE CHASEWAY
•-
-
-
-
-
-
-
-
-
-
-
•
-
AC
0141

MIDDLE SPARE CNAUEWA Y
•
-
-
-
-
•
-
-
•
-
T
014

EXIT SPARE CNASEWAY
.
-
-
-
-
-
•
03 COR RFIA TOR MIM WH EEL SAFE P LUS
RC120
-
-
•
01 Pia
ENTRANG 8R UN OFFD RANLNE
-
-
-
-
-
-
-
•
N
00b

ENTRANCE R UN OFF G RAN NNE
-
AF
06 PREP O UR S
•
Nr
2 60NM0
0 1M 1103E
C. WJ.

C.W.L

6.W. L
-
10 SWAMDENTRY PMM TO M • FULLY RL UWEALB18E TED EC ENTRY ARCH
-
_
104
1/. .E T BOOMERANG FOAM ERB• SING LE SET
PF82
17 2
4040
2 POLY
C. WJ.

C.W. I.

C .W.L
-
kg _
2/AY
10d
V.IET BOOM ERANG PO/JFERS• SINGLE SET
PE W
17 2
4040
2 POLY
C.W.L
C.W.I
C .W.I.
•
2l AB
104
11 - JET BOOMERANG FOAM ER8• SING LE SET
►00 2
17 2
4040
2 POLY
WIL L
C.W. I.

C.W.L
•
Z)AB
12 CIEM ICA1. TIRE APPU CAOO R• RAINLE SS STEEL
CT A
W
14 4040
4 POLY
CAV A
C.W. I.

C. W.L
-
AC
13 TOP BRUSH W ITH N INCH C ORE
R8 f08 0
W
1 4040
2 POLY
O.W.I.

C.W. I
C .W.I.

AC
15 TOP BRUSH WTI NRH400 0RE
RS1080
3/r
1 4040
2 POLY
G.W.I.

C. W.L
C.W.L
-
16 LIT8 1TY ARC H
•
21 AB
164

B OOM ERAN G ROAMERS-SNR I GLE TR IP LE BET
BMW
1/r
3 4040
3 -
0017
C. W. I.

C .W.I.

1.W1
-
21A S
104
B OOMERAN OF OA MER8 -3 010 LE BET
3F02
17 2
4040
2 POLY
C .WJ,
C.WI
C.Wl
.

AD
18 N IG H 040E WASHERS
03301
t7
1-2
404 0
41 POLY
C.W.I.

C, W1
C.W.L
-
AD
10 LO W SIDE WA SH ER WITH Er CO RE • OU ADPACK
83400
t7
13 4040

4. 0
POLY
C .W.I.

G.W.I.

C. WJ.
-
AD
20 BUP ER FIE .2 WRAP AROU ND. LONG A RMS
03701
t7
14 4040

3.2 P OLY
C .W.L
C.W. L
C. W. I.
-
AD
24 LOW SIDE WASH ER W ITH 2r CORE -CUADPACK
RS400
17 1. 2
40 40
40 P OLY

6.55. 1
C. W.L
C. WJ.
•
AD
23 00PERFLE2 W RAP AROUND -LONG ARMS
R6701
17 1Q
40 40

3. 2
PO LY
C.W.I.

C,WI
C. W. I.
•
2104
234
BOOMERA NG FOAMER3-SNGLE SET
8082
17 2
40 44
2 PO LY
C.W. I.

C.W.J.

C.W J.

AD
28 LOW PRES8INE UNDERCARRIAGE SPRA Y
RW100
371
1 404 0
0 LP NOSE
C.W. I.

0. 551
C.W. I.
•
AE
77 M AGN UM HP AR CH WITH 10 TUR BO NO ZZL ES WITH W HEEL 3 l/L8i118—

SEE NOTES
1 1001000
15 NP HOSE
C. W. I.

C.W.I.

Lr SUPPLY LINE UP OOP■ t• SIP PLYLWE OVER W.
111 N1AN T0 Y• IU LLY ILL UM INATED ECU PSEAPPUCATION • A RCH
_
-
-
-
_
-
,
2I A8
284

WAX B ATH
OAK S
17 1
404 0
3 POLY
C.W.I.

C.W .I.

C.W.I.
•
AC
23 SUPERSONIC WHEW WA MER
R3 550
1/2.
14 404 0
4 PO LY
C.W.1
C.W1
C.W.I.
•
AC
30 TO P BRUSH MT/194 NCH CO RE
R3 1000
tsr
1 404 0
2 PO LY
1C.W.I

0. 01.1.

C.W .I.
-
31 REFLECTION PHANTOM
-
O
314

RAIN EA R- DUAL HO LE PA TTERN
-RA3 0
17 1
404 0
B
PO LY C.W. L
C.W .T.

C.W J.
•
2 /AB
314

VJ ET BOO MER ANG FOR MER S-DNOLE SE T
P/6 2
17 1
484 0
2 POLY
C. W. L

0. 0/.1.

C.W.I.
-
32 CER AMIC PINCH AR CH
•
21 AB
224
WA 2 SA W
RAW
17 1
404 0
3 PO LY
C.W. L
C,W .1.

C.W.T.
•
R
3 31
334

U TILITY A RCH

MIR ROR R INS E
•
17 14
4040
•
T8D
PO LY
C.WL
C.W.I.

C. W.I.
-
R
34 R AM EA R
630 112
340'
1 4040
0-12

LP NOSE
C.WJ.

C. W.T.

C. W.T.
-
Y
37 W L0 33 BO SS0• B RUSH
0012600

3.r
4 -
.1
POLY
C.W.L
C. W.I.

C ,W. 1.
-
F

AE COM PRESSO R
-
-
-
-
•
WA
Fb

CONDEN SATION EUR OPE
-
-
-
-
-
•
-
•
•

H AN COM PRESSOR
-
•
-
-
-
-
WA
HL 16O NDEN0AT10 N RUNO FF
-
10A

J WATER MA N IBACKFLO W PR EVIEWER -BY O THER S
•
r
1 404 0
7 80

CU P IP E

PLUMBER

PLUNGER

PLUMBER
-
J
0 B OOSTER PUM P
•
r
1 40 40
TED

CU P IPE
C. VO2

6.YY.1

PLUMMIER
-
K
L

WATER SO FTENER -BY OTHER S
•
110
180
13D
T1D

CU PIP E)
LP 006E
CAV A
C. W.L

PLU MBE R
R EQU IRES A CU PIPE NS OUT AND A LP HOSE CONNECTE D ST RAIG H77 0THE SEWER ORMN .

MM
N

REGENERAT OR/ O VERFLOW
-

1.17 2
-
43 BDC9H 4011P

0.W.1.
.W1 C

PL UMB ER
DRA IN R AN TO THE BACKR00MEN TRENCH FOR REO6NERATION f OVERFLOW .

K
M

REC ENT SYSTEM
PN4 00•SW
20 BEE N OTE

5. 7
4 040
160

CU PP E
C.W.I.

C. W.

C. W.I.

PWMBEI
UNDER(3AAbND7ARKS REQUIRE 3006DULE 60 NC POPES F OR: 221 oUC '616hi 0I ECK VALVES,1 '-R€C MCUL A710N LINE. 1117 UND ERFLO W UN C.2' CU PPE M WITH r C HECK VALVE FOR CITY WATER BYPASS 1rUNE FO R TREA TED WAT ER OWI PUT . BEE AOV ALINHIF APPUCA BLE FOR ADDITIONAL RE Q6NEMEN73. OPTIONAL T RENGE FL USH RE QUI RES 2 61112' LENS RAN TO ENTRANCES Elm OF TRENCHPIPE WA
N
R. O.C ARBON TANK
•
TED
TE D
1B D
WOLP
HOSEI

0. WA.

C.W.O.

P LUMBER
•
L
0 RA . SYSTEM
4316000
1112'
1 40
13 CU PP E
C.W .I.

C. W. L

PLU MBER
FOR A DDITIONAL PLU MBING RE QUIREMENTS SEE RI O STO RAGE TAN KS AN D PU MPS F OR DETAILS . 0 11
P
R .O. IISJEC T T ANK
•
y11- r
3 -
LP
C.W.I.

C .W1

PLUM BER
REQ UIRES 3M'V NOSE FRO M T HERO. SYSTEM AND I' CU PPE FOR FIL L NIA
P4

DRA IN/OVE RFLO W
•Y
1 LP HO W

PLUM BER

PLUN DER

PLUM BER
DRAM RAN 70 THE B ACKR00 M TIM/1020 FO R REGEI8 RA TION/O VERFLOW .

P 10
R .O. REJECT REPR ESS. PIM P• BY O THERS
•
1154-
1 40
SO

LP H OSE

6. 141
C.WL

PLU MBER
.

LIS
R

RA, REPR ESSURITA RON PUM P
PC 31r3
1•
2 130
27 -EMME O

LP H OSE
C. W.I.

OWL

P LUMBE R
CONNECT THE SUPPLIED LP NOSE IN FROM THE R .O.TANK IL REQUIRES A CU PIPE F OR SUPPLY BYP ASS.

WA
Rb

DRA IN /O VERFLOW
•
i•
1 -
•
L0HOSE
C.W. I.

C.W1

PLUMBER
DRAI N RA N TO THE /MCK EOWN TRENCH FO R R EOE NER ATIO NI OVERFLOW.

O
8 RA. 870RAGE TANK
Mr
1 P8000
C.W. I.

C. WL
C.W.L
WA

DRA IN /OVERFLOW
-
Dr
1 -

LP N OW

PLUM BER

PLUMBER

PLUM BER
O RME RA N TO T HE B ACNR 00 M T RENCH F OR RE GE NER ATIO N)O VERFLOW.

WA
T
H7OH AOLICPOWERPACK
-
-
MIA
1 ACCU4 5811E
-
110
4 WA
I TED
POLY
C.W .I.

C. W.I.

C. WJ,
CONNE CTED 70 CHE 80 41 BA RREL
2-0
2 CARO LINA PRI M BCC 10 POR T
Y
1 1040
700

NP NO W
C. W.1,
C.W1
PLIR.MER
CO NN ECT TMSUPPLIED 1M' HP NO SE FROM PI MP TO P ANELS 051
24 SUPPLY
•
1•
1 404 0
TO

CU PP E
C. W1
CELL

PLUMBER
AB4
AB
CAR OLIN A P RIDE *C C 10 POR T
•t'
1 10 40
TBD
H►11086
C.W. I.

C. W. I.

PLUMBER
CO NNE CT T HE S UPPLE D Ur HP H OSE F ROM P UM P TO P ANELS KN.
534
SUPPLY
1•
1 40 40
10 CU P PE
C. W.L
C. WJ.

PL UMBE R
KIN
AC
CARO LINA PRIDE• 5 PO RT WA TER NST .PAN EL 2
5PO R7
1•
1 T80
100
CU PPE
C. W.I.

C .WJ.

PLUMBE R
•
1110
A0
CARO LINA PWD3• T POR T WA TERDIST. PA NEL 1
7P ORT
1•
1 703
180
C41/1PE
C. W.I.

C. WJ.

P1 80B8 R
•
-
AE
MAG NUM HIGH PRESSU RE PUM P 23100
013000
.
0 30
A!4
SUPPLY
1•
2 1000
36 WWII

WHIM PVC
C.W. L
C.W1

PLUMBER
RE QUIR ES AI CU PI PE,1' S CHEE PVC D RO P FOR F0 L TA NK 01" SUPPLIED LP NO SE FOR OVERFL OW TO DRAM.

WA
A!d
DR AM 1031 8ROLO W
r
1 -
•
S CE 40
C .WL
C.W.I.

WARME R
DRAIN RAN TO T HE BACK RO OM TRENC H F ORMMNTIN ACII OVERFL OW .

NA
AP
M AGNUM OIRICT DRIVE PUM PING STAT ION 7 .6H P
IP10 0RD
1'
1 SONO PVC
C.W. I.

C.W.L
-PL UMBE R
•
KIM
AP -6

POMP SU PPLY
-
1'
1 1000
0 CU P PE
C .W. I.

OW L

PL UM BE R
WA
AF -41
GRAN f OV ER FLOW
-
1•
1 -
-

LP H OSE
C.W. L

0.552 .

PL UMBE R.

FO R OVERFL OW TO DRAIN
TH E PLAN BEA RIN G TIN S L EO EN O A ND De ACCOWNIYIN 06PEC IFIC ATION. NAV E B EEN PR EPAR ED 8Y INCISED W ASH SYSTEM8 LTD. SOB TN ! P AINTY WHOSE NOM A PPEARS IN T HE mLE 0 00IN CONNE CTION W ITH TIE BRO PO380ERECTION Or AN AU7OMATC CAR WA SH AT TEE LO CATION SHOWN TNER EON . SA ME AM TOE RN UPO N , 077580 P ROPER TY OF MA CN L WREN 8Y8TPRS LTD. AND A RE SUBJECT

TOTHERE BY
E6 NOT TO DIVULGE. USE OR COPY NNE SEE WITHO CCE PTANCE UTTH E WR ITT EN TEE PROSP EC TIVEC USMA CN EIL W ASH SYSTEMS LTD .TIE NFO/MAH N CON TA INED HER ON M WWITTED N GOOD FAITH AS AN 0 I1S SION SN 83 850,N OR 1.8OA 1CO DEO F600ERWRIH TPAC E IN LAYING 01/1111e CA R WASH WE W ill NGREOUMT BE �ESIENTS, REA0.0 p800.

G:%Shared drtv es%M aeU oU\NCS Design TeamtMacNeil HublDirect Sales Pr ojeetsSFr ank HeathlSE33.990 QuHWash-bellflower C11T0 'DL QUIK WASH - BELLFLOWER
6 82
®• :PDX®
. JL
^
�C�
90 WELNAM ROA D
BA RN 41060w ,
MI. EQUIPMENT W ATER
SCHEDULE 1
4MER
8=IN
g
YC
,:
c
p
RA
MR
ISSUED FOR 085TALL ATO N
4148 .2023
EO NI IN EN I' 4
R4�i C'N E/L

U NSY4

C ANADA
PTY -MI8N000 8* ,,
BELLFL OWER, CA SE23-090-551

8.}
•
N
Ns.

BY
DATE
K
M0.

W
DEBCRM 65
DATE
°
°.' ^^^° " I L'"""• I M:M •2M3 I /ST E "'i1Fm '.'
MR

SOURCE
•
1120 0
01 -

EQU IPME NT DESC RIPT ION

CONVE YO R
MO DEL
xRt00o
SIZE

QUANTRY

PLUMB ING
TYPE

CH ASEYTAY

SUPPLIED BY

C NEWAY
BAN BY
R
100 02880 5
-
T
012
M OTOR
-
4"
1 9CH 40

PLUMBER

PLUMBER
RAN FR OYTNl BAO(RDOY TO THE TRE NCH
AO
014
M IDD LE SPA RE CNA3EWA Y
-
4"
1 -
-
SCH40
.

PLUMBER

PLUMBER
RA N FRO M THE BA CNR0 0M TO TH ETR ENC H
AD
011

E SPA RECINSEWAY
-
4"
7 -
RCN 40
•

PLUMBER

RAN FRO M TIM BACKR OO M TOTE R TRENCH
AC
0140

MIDD LE WA RE C NASE WAY
•
4"
7 -
-
SCN40
-

PLUMBER

PLUMB ER

RAN MO NTH S BACKR OO M TOTE R TREN CH
T
014

EM T SPA RE C HABEWA Y
I"
1 -
•
SC340
-

PLUMBER

PLUMBER
RA N FROM THEB ACKR0 0MT0 THE TRENCH
2/AB
12 C HEMICA L THE A PPLICATO R -STA IN LESS STEEL
C TA
4"
1 -
ECM40
-

PLUM BER

P LUMBER
-
AD
26 L OW PRES SURE UN DERCARRIAG E S PRA Y
R W102
r
1 -
•
00440

PLUMBER

P LU MBER
-
F

AR COM PRESSOR
-

-
-
IMA
F2

CON DENSATION R UNOFF
•
r
1 -
00040
•

PLUMBER
P LU ME*
-
N

AR CO MPRESSO R
-
-
•
N /A
N2

CON DENSATION R UNO FF
•
r
1 -
00440
-

PLU MBER

PLUMB ER
•
WA
J

WA TER MEN/ BA CNFLOWPREVEITER -BY O THE RS
•
4"
1 -
•
BG40
-

PLUM BER

PLUMB ER
-
L
WATER BO/ TOM• IV OTHERS
•
T0D
TBD
-
SCN40
•

P LUMBER

PLUM BER
-
NA
L-4
00311 WA TION/OVER FLO W
•
4"
1 -
•
BCH40
-

P LUM BER

PLUM BER
•

BEE N OTE

6.1 80000
-

PLUMBER

P LUMBER
UND ERGRO UND TA NKS REQUIRE SC HEDULE S0 PVC PIPE S FOR : 2x r 8UCTIO14 I7HE3 Willi CIF i2K VA lV E3, 1T7t2CIRCULATBN UNE, 0 412 UNDER FLO W LINE . r CU PIP E IN WITH r CHECK V ALVE FOR CITY WATER BYPASS* TU NE FO R TREA TED WATER OU TPUT. BEE AOUAURF APPLICABLE FO R A DDITIONA L REQUIREMEN TS. O PTIO NAL TREN CH FLU SH RE 0URE5 2x 1 10" LOVES RAN TO ENTRANCE 4 EMT OF TRO NO L K
Y
RECLIM1YSTEY
01 00. 00
•
P
R. O. REJECT TANK
•
4"
1 - •
SCH40
-

I PLUMBER

P LUMBER
WA
►2

DRAM OVERFLOW
•
2"
1 -
RC N40
•

I PLUM BER

PLUMB ER
DRAIN RAN TO IHEBA0KR00M TRENCH FOR R EG ENERATION !OV ERFL OW.

R
RA. REPRE85URIUTION PUM P
PC 3HP5
4"
1 - •
00140

I PLUMBER

PLUMBER
WA
R2

BRAN/OVERFLOW
r
1 -
BC N40

PLUMBER

PLUMMER
DRAIN RAN TO THE BA CKROOM TREN CH FOR R EG ENERATION /OV ER FLOW.

WA
S
S
6-e
ILO. STORM/ETA/41C

GRAN/OVERFLOW
4"
1 .

SCN40
-

PLUMBER

PLUMBER
-
r
1 -
SCH40
-

PLUMBER

PLUMBER
DRAIN RAN TO THEBACN RO OY TRENCH FOR R EG ENER AT IO N 1 OVER FL OW.

WA
T

HYORAUU CPOWERPACK
-
-
-
-

AE
MAG NUM HIG H PRESSUR E P UMP 20/IP
03 0000
-
-
WA
K-0

D RAM/ OVER FLOW
4"
1 -
SC1140
-

PLUM BER

PLUM BER
•
AP
MAMM UYO BE CT DR IVE PU MPIN G STAT INT .SHP
0010080
r
1 - -
BCH4 0

PLUMBER

PLUMBER
N/A
A EA

DRA IN/O VER FLOW
-
r
1 - •
5CN40
•

PLUMBER
PLUM BER DR AW RAN TO TH EBACKR 00 M T RENCH FOR M AINTINACE I OVERFLOW.

THE PLAN BEAR ING TH IS LE DDID AN D TH E ACCOMP ANYING, SPECIFICATIONS HA VE BEEN PMEPARED BY MA CNEIL WA SH SYSTEM S LTD. FOR THE PAR TY WHO SE NAM E A PPEARS N TIE TIR E BO N N CONNECTIO N WITH THE PROPO SER ER ECTIO N Of AN AU T0IA TIC CAR WA SH AT THE LOCAT IO N SHO WN THER EON . SA ME ME T. Ex CLU6NE PROPER TY OP NA CN GL WASH SYSTE MS LTD. M.A . SUB JECT TO R ETURN U PON D ENAN O. BY TXE ACCEP TA NCE H ER eoP. THE PRO SP ECTIVE C US TOM ER T HEREBY AGREES NO T TO D IVU LG E: DSE OR COP Y IM p SAY E W INO Vf THE WRR IEN CON SEMTOPY ACAF ILMx WA 6HSYSTEMSLTD.TH E•'W...MNCON TA INLDN ER EN156US WfTED N000DF ARHAS AN ASSISTAN CE IN LATINO OUT ME CRAWASH. WE WILL NO T BE RESPONS IB LE FOR ERRO RS OR OM ISS ION S HEREIN. N OR LEGAL CODE OF UNDERWR ITING RE QU IREMENTS .

G:1Shared drives MM aeNe 7RN CS
e 19n Team\ Ma eNeWHU7d DGeefS al es Pro1 eef s�F ank-Fle ath\SE23-099 Q ulk W ash - Belll ower 251g30: QUIK WASH - BELLFL OWE R
+u
®•-e"®
1F�r' �L. EHCs
$$$
I1'
90 WEL HA M RO AD
B ARRIE ONTARN).
.

M: EQUIPMENT WATER
HEDULE 2__
?Y
if i
i
Y
O Yl
no
YR

ISSUE D FO R NST ALLAI MR
03 �28 �2023
\
(F7 C/ YEiL
I AN 504
CANADA
BELLFLOWER, CA SE23-090-W2
Re .

DESC RI PTION
GATE
•Y M •°•
A MR 41 4040G N.TB }T9911 R0
" 1iiYyy •
No.

BY DATE

SOURCE
HEMS
EQUIPMEN T SSSCRI%ION
MO DEL

SITEOUANR TY
moss°
TY PE
COLOR
INIRAL
P61

EQ UIPMENT

NM PIMD BY

EQUIPMENT

ERECTED BY
TERMINATED6

PLU ME D BY
POTS
•
01 OON YEYOR
361000
-
-
-
•
06 014
ENTRANCE AN l1NECH A2BWAY
-
-
-
-•
•
AG
014

ENTR ANCE AEO IIECHASEWAY
-
•
AO

0. J

CALL UP CYLINDER MEND PRESSURE
-
ter
1 PO LY
W ISH
-
C. C1
CW.L
C .W.I.
•
AO
014

GALLUPCYUNDFR RETRA CT PRESSURE
-
148•
1 PO LY
R ED
-
C. W1
CELL
C.W.I.
•
AO
014

CIWI TENSION CYLINDERS SUPPLY PRESSURE
•
174'
1 PO LY

O RANGE
-
C.WL
C. W.L
C .W.I.
•
AO
0144

PUSH BUTTON SUPPLY PRESSURE
•
UO•
1 POLY
BLAC K
C. W1
C. W.I.

C .W.L
•
AO
00 MA NUA L RO LLER UP BU TTON
•
148'
3 POLY
BUCK
00400
C. WL
C .W.I.

C. W.I.

IX TU BE FROM THE LCI BOX AND 2XTUBE d FR OMT /T23 17 VbRSACK 26 CYU NDERRIW TO 7N E WN IN. ROLLER UP BUTTO N. AIR 11.6 1:191010 LOCA TED AT THE LC I BOX.

AG
004

BAC K UP CALL UP CYL INDER -E XTEND PR ESSUR E
-
148•
1 POL Y

YEL LOW
•
C. WL
C.W1
C .W.I.
-
AG

00.4 BAC K UP CALL UP CY LINDER • RETRACT PR ESSUR E
148•
5 PO LY
BLUE
C .WL
C.W.I.

C.WL
-
-
10 0RA210620TNY PHA NTOM-Ii1LLY ILLUMENA TED ECLIPSE EN TRY ARG I
_
-
-
_
-
2/AB
104
VJETBO OMERANG SWARMS • 01440L1 0n
P Pe2
048'
2 P OL Y
B UCK

20.6 C.W. L
C. W. I.

C WJ.
-
2 /A B
104
VJETBDOY ER ANOMAM MAS • SINGLE SET
P FB2
3E•
2 PO LY
BLACIL
20 06
C.W. I.

C. W. I.

C.W.I.
•
22 le
104
V JET BOOMERA NG SO MERS-SB10LE SET
P FB2
3B'
2 PO LY
BLACK

20.20 C.W1
C.W.I.

C.W.I.
•
2 /AR
AO
12 13
CHEM ICAL ER E APPl1CATOR -STAINLESS STE EL.

TOP BRU SH WITH S4 INC H C OR E
C TA
651000
N•
148•
14 3
PO LY
POLY
BLACIU
BLACK
2126
C.W. L
C. W.I.

C.W.I.
•
00-100
C.W. L
C.W. I.

C .W. I.
•
AO
1341
CUO50N PRESSUR E
•
114-
1 POLY
BLACK
S7
C.W.L.

C .W. I.

C .W.I.

IECIEM COLOR ON TOP BRU SH
AG
134

W ARN PRESSU RE
-
148•
1 POLY
BLUE
26 20
C .W.I.

C. WJ.

C.W.I.
- -
AG
134

RETRACT
148'
1 POLY
RITZ

00.70 C. W.I.

C. W.I.

C. WL
-
AC
14 MAGNUM W HEEL ROSE WITH FOAM BRUSH
MW 2000
ME

3.4 POLY
BLACK
♦0 400
C .W. L
'C. W. I.

CWJ.
-
AO
144
00 S PS BRUSHES -EXTEND PRESSURE
-
148'
1 POLY
RED
204 6
C. W.I.

C. W.L
OWL
-
A0
144
DSOP3 BRUS HE S -RETRACT PRESSURE
11'
1 POLY
BLACK
40 60
C .W1
C. W. I.

C. W. I.
•
AO
15 TOP BR USH WO N 14 NCH CORE
0 01000
148'
3 PO LY
BLAC K
10100
C .W. L
C.W. I.

C. W. I.
•
AO
114

CUSHION PRESSURE
148 -
1 P0 1Y
BUCK
67 C .WJ•
C. WJ.

C. W. I
122E3* R G 0LOR 0NTOP sauna
AO
164

W ASP PRESS URE
114-
1 PO LY
BLUE
2550
C.W.L
C .W. O.

C. W.I.
-
AO
16 4

R ETRACT
148-
1 PO LY
RED
0070
C .W.I.

C .01.

C .W. I.
•
•
30 WW1 ARC H
•
Z All
118
B OOMERA NG FO AM ER0- SINGLE TRMLE SET
0 611
310"
S
P OLY
BLA CK
20 45
C. WJ.

C. W.I.

C .W. I.
-
Z /Ae
154
BO OM ER ANG F OA MF RS• S IN GLE SE T
BF02
VE
2 PO LY
BLA CK
20 26
C .W. L
C. W.I.

C .W.I.
•
AO
10 H IGH SOE WA SHER S
6 030 1
1W
4 PO LY
BUCK
004 00
C .W1
C. W.I.

OWL
-
-
AG
104
D SS PS BRUSHES • EX TENDP RE66URE
-
148'
1 POLY
SLUE
36 C. W.I.

C .W.I.

AG
104
DS S. PS BRUSHES. R ETRAC T PRESS URE
•
148
1 PO LY
RED
40 00
C .W. L
C.W.I.

O WL
•
AO
10 LOW 010E WASHER 0017045'C OR E - QUA DPA CK
R 5400
148'
4 -PO LY
BUCK
10-100
C .W.I.

C.W.I.

C.W. I.
•
AO
104

DS BRUSH -EXTEND PRESSURE
-
IM'
1 PO LY
BLUE
15 C.W.I.

C. WL
C .W.L
•
AO
104
PS BRUSH• EXTEND PR ESSU RE
•
148'
1 PO LY
BLUE
26 CE LL
C. W.I.

C.W.L
-
AO
134
0 06 PS S RUSNES• RETR ACT P RESSURE
•
148•
1 PO LY
RED
4040
C.WI
C. W.L
C.W.I.
•
'AO
20 SU►E RFLEX WR AP AROUND.LOU0 ARM O
6 0701
110•
480
PO LY
BUCK
10100
C.W. I.

C. W.I.

C.W.I.
-
AG
204
DS A PS WRAP ABOUN DS SHO RT A IMIS• SEALING PRESSURE
•
HE
1 PO LY
CLEAR
304 6
C.WI
C. W.I.

AO
204

DSS PS WIN ARM -EXTBID PRESSU RE
110
1 POLY
BLA CK
5-10
C.W1
AO
204
DS 4 PS SECO1OM RY A RM • !KIM PRESSUR E
•
ISE
1 PO LY
06 006
2640
C.W. L
C. W.I.

C.W.I.
-
AG
204

DS A PS MARIAN -RETRACT PRESSURE
•
148•
1 POLY
RED
26 48
C .W1
C. W.I.

C. W. I.

AO
204
O S0 P6 SE CONDA RY ARM-O EIRACT PRESSURE
•
IMe
1 PO LY
EWE
2544
C ELL
CELL
C. W.I.
•
AO
204
DS 0 PS WRAP A BOUN DS. BOO ST PRESSUR E
114"
1 PO LY
NA
2540
C. W.I.

CWl
C. W. L.
-
AO
24 L OW wo e WA SHER WITH 30 . COR E -O UAD PACK
6 1400
//4•
♦
PO LY
BUCK
10100
0 .Wl
G AY.I.

C .W.L
-
AO

24.4 DS BR USH • WEN D PRESSU RE
114•
1 PO LY
BLUE
16 C .W.I.

C. W. I.

C .W.L
-
AG
204

PS B RU NT -E XTEND P RES SURE
-
WE
1 P OLY
BLUE
30 C. W.I.

C. W.L
C.W1
-
AO
24 4
0 60 PS BRUSH ES -RET RACT PR ESSURE
•
148•
1 PO LY
RED
4000
C .WL
O. W.I.

C .W.L
-
AG
20 5 UP0RW. EX WRAP AROUND -L ONG AR MS
RS 701
148•
010
POLY
B UCK
50-100
C.W.L
C. W.I.

C.W.L
-
AG
264
DRS PS WRA PARONOS SHORT ARMS• SEIU8 10 PRESSU RE
-
110•
1 PO LY
C LEAR
304 6
C. WL
C. W.I.

C.W1
•
AO
25d
204 PS M AIN A RM -EXT0NO PRESSURE
148-
1 POLY
BLACK
040
C .W. I.

C. W.I.

C .WI
-
AG
254
D ag PS SECONDARY ARM -EXTEND PRESSOR/3
•
148'
1 PO LY
GREW
2540
C.WL
C. W.I.

0.411.
-
AG
26 4

DO S PSMARI ARM -RETRACT PRESSU RE
-
148'
1 POLY
RED
2548
C.W1
C. W.I.

C. W1
-
1A G

25.5 DIS PS SECONDA RY ARM • RETRACT PRESSURE
-
148•
1 PO LY
BLUE
2548
O WL
C. W.I.

C.W.L
-
AO
26 2.

DS S PS WRA PA ROU ND S 4100 51 PRESSURE
•
110
1 POLY
WA
2540
C.W. L
C W.1
0 .11.1.
-
2/AB
20 4
BOO MERANG FO AMER 6• SINGLE SET
BM
311"
2 POLY
BUCK
2025
C.W1
C. W.I.

C. W.L
-
•
R oam; WITH WHEE L

BLAM ER
.

AG
274

WHEEL BLASTER- B NOZZLES W ITH FOLLOWING FEATURE
-
148•
14 POLY
BUCK
30 100
C.WL
C. W.L
C. WI
-
AG
274

EXTEND PRES SURE
-
L4•
1 POL Y
RED
20 26
C.W. L
C. W.L
C. W.L
-
AG
274

RETRACT PR ESSURE
/M •
1 POLY
RED
204 5
C.W1
C. W.L

0. W1
AO
6 S UPBRSO NO WHEEL WASH ER
60550

1.4'

3.4 POLY
BLACK
00-100
C. W. L
C. W.I.

C. W1
AO
64 00 BRUSH • EXTEND PRES SU RE
•
148'
1 PO LY
RED
10 CPU
OW
C. W1
-
AG
30 4

PS BR USH -EX TEN D P RESSURE
•
148•
1 POLY
RED
15 GW.1
C.W. L
C.W. L
-
AG
20 4
DS41 PS BRU SH ES . RETRAC T PR ESSU RE
•114•
1 PO LY
SLUE
4040
C WL
C .WL
C .W. L
-
AG
30 TOP ICON WITH 54 NCH C ORE
RS1000
148'
3 PO LY
BLACK

00. 100
C .W1
C.W. I.

C .W.L.
•
AG
304

CUSHIO N PRESS URE
•
148 •
1 PO LY
BUCK
07 0. W1
C. W.I.

C. WL
(CL EAR WWI ON TOP BRUNJ
AO

30.4 WASH PR ESS UR E
-

1.4 •
1 POLY
BLUE
2540
C .WL
CAA
C .W.L
AO
30d

RETRA CT
-
74 •
I
PO LY
RED
10 -70
C .W1
C .WJ.

C.W1
-
31 RELECTIONP0ANTOY
•-
•
2/A B
314

VJET BOOMERANG, FOAMMRS-SINGLE SET
P602
3 R-
2 POLY
BLAC K
2025
C.W. I.

C0.1.

C.W1
-
35 X4VIDE P606UILD ARCH
U
364
TECH 21 PRODUCER:POW ERLO CK
•
110 •
1 PO LY
BLACK
00-100
C .W. I.

OWL

PLUMBE R
REQ UIRE S A POL Y FORPOWE0LOUK
U
358
TECH 21 PRODUCER:POW ERLCC K
•
ME
1 PO LY
RA CK
00-100
C A/1
C. W.I.

PLUMBER

R EQUIRES A P OL Y F ORPO WBRL OC K
U
336
TECH 21 PR ODUCER:POW ERLO CK
•
148 '
1 PO LY
BLAC K

00. 100
C. WL
OWL

PLUMBER

RE QUI RE S A P OL Y F OR PO WER LOC K
36 EVAD E ►ROS UED ARCH
U
364
TECH 21 P RO DUC ER : PO 0FR LOCK
-
114'
1 PO LY
BUCK

00.100
C. W1
6441

PLU MBER

RE QUIRES A P OL Y F OR PO WFAL OC N
U

30.4 TECH 21 P RO DUCER:PO MIERDCR
•
148•
1 POLY
RACK

00. 100
C .WL
CELL

PLUMBER

REQUIRES A P OLY F ORPO WERL OCII
O
16 4
TE CH 21 PODU CE1:PO 0ED.0 0(
110'
1 PO LY
BLACK

00.100
C. WI
CELL

PL UMBER

RE QUIRES A P OL Y FOR POW ERL OC K
U
344
IE CN 21 PR OD UC ER : P OWER LOCX
•
148'
1 POLY
BUCK

00.3 00
C.WI
COOL

PIJMBI R

REQUI RES A POL Y FOR PO WE RLOC K
I0
304
TE CH 21 PROD UCE R P OWE RLOCK
•
1/4'
1 PO LY BUCK
00-100
C.WL
C .W.L

PL UMBER

REQUIRES A POLY FOR POWERLOCK
TH E PLAN SEA MS, DOS LEGEND A RO/RE A CCO MPANYIN G 00001fIC ATIO N6 NAV E SEM IR3PA RED G:4.Sha re d ddv eS tM aCNeln1NCS DesiSnTBamlMaC-Neil HublDirect Sales Pr oJects(Frank Heath ZE23-090 Q uik Wash - Bellflower BY R AG1E R WARN S YSTEM S LTD. FO R De PA RTY WN 06E NAM E APPEAR S PI INS L 11112 `w1 ONp R QUIK WASH - BELLFLOWER
EMIR
CONNECTION W ITH TM PROP OSED ER ECTION OF AN AUTOM ATIC CAR NA SA AT Tll LOCA TION SHO WN TO RETURN UPON DUES/ 0V TYAER EM SAME ARE INC SSIIEACC 9TAPROP ERT Y EMERfO 6. 7 401 M06PEG IWECOTN IERTHERUEBYCT IGi
X• ®
®� t
$
$
F
Y
{�' .}� +•

BO W ELHAM R OM

BARRIE ONT ARIO,

E QUIPMENT AIR
SCHEDULE 1
ACR EXS AM TO MAMA 148E OR CO PY 111E SA ME M ONOD Y THE WRITT EN CON SEN T OF MACNE IL WAS H SYSTEMS LW. 1111PE OR MA IION CO NTAm E0
< .j
�1
�-
I N
L1
2E

I SSUED FOR MWALLATION
D 02
} -_L
NT
1�7R.�'A%E%G
u310 74
CANMAst ok-
T OTL M131
BELLFLOWER? CA SE23-090- A1
4 400 00.06 iLAYS . OUT TM ECOEO EN we Ill. NNO
O WR NIC 5 560 630BIE 0056000 06 OR
O.f'(E,Sr1 -
N o.

SY DATE
Na.
07 6 006111 0M
Em
Ma06 6 x: but 4tAL 4.49 S OVI PI NF NT
I` °° i 43 462 423 I N.T S 17i 1 00

SOUR CE
AO

ITE M EQ UIPMENT DESCRIPTION MODEL
SIZE

QU ANTITY

PLUM UWG
TYPE

CO LO R
RITAL
PSI

EQ UIPM EN T

SUP PLIED BY
EO UW MENI —
00 00 700 87
T SLATI. D-S

PLUMBED BY

AIR NOTES
C. W.I.

0. WJ.

C.W.L
•
404 00
37 010 005 B OSSBR USH
007200 0
1N'
34 POLY
BLACK
AO

37.2 DS BR USH ES -EX TEND PRESS UR E
•
100'
1 POLY
RED
4-7
C. W.

C. W.O.

C .W.O.
•
AG
374
PS BRUSHES • EXTEND PR ES SURE
-
100'
1 POLY
RED

8.13 C. WJL
C .W. O.

C.W.I.
-
30 X •WIDIPR OBUED ARCH
U I X
-Sim
TECH 21 PRO DUCER: PWR LO 0K I FLP NM.
•
100 '
3 POLY
BLA CK

00. 100
C .WI
C. W.O.

PLUMB ER
REQUIRES A POLY FOR POWERLO CK a 2X PO LY FO R FLY NO ZZLE U/W
301
1EON 21 PRO DUCER: ►WR LO CK S. FLIP 11022.
•
1N -
3 POLY
BLACK
004 00
C .W. L
C .W.I.

PLUMBER
REQ UIRES A POLY POE POWI RLOCKA 2X PO LY FO R FLY NO ZZL E U7Y0
304
TECH 21 PRO DUCER: PWR LO CKB FLY NO27.
-
100-
3 POLY
BLACK

00.100
C .W.

C. WJ.

PLUM BER
REQ UIRES A POLY FOR POWERLOC K 1 2X PO LY • FLIP 110 27.LE U

30.4 TEC H 21 PRO DUCER: POVIERLOCK
-
100 -
1 POLY
BLACK
004 00
C .W.I.

C. W.L

PLUMB ER

R EQU IRES A POLY FOR POWOILOC K
U
304
TECH2l PRO DUCER: POWER/ACK
-
100 "
1 POLY
BLAC K
034 00
C. WL
C. WJ.

PLUMBER

R EQ UIR ES A POLY FOR POVEERLD CK
F
AR COM PRE850 0
WA
F<

AR OUTLET
-
300 -
1 HP HOSE
-
170
C .W. I.

C .WJ.

PLUMB ER
HP HO SE REQU IRED TO AR DR YER OR BALL VA LVE .

F
0 AR DRYER
•
AM-
1 CU PIPE
•
140.2 00
C.W. L
C.W.I.

PLUMBE R
-
H
/OR COMPRESSOR
WA
144

AR OUTLET
3N '
1 HP HOSE
•
1T5
C. W. I.

C.W.O.

PLUM BER

HP HO SE RECOU PED TO AR DRY ER OR BA LL VAL VE
H
I

N RDRYER
•
3U
1 CU PIPE
160. 200
C .W. I.

C .W.O.

PLUMBER
•
Fill
U

POW ER LOCK PANEL
300'
1 CU P PE
-

60. 100
C .W. I.

C .W. L
PLIIIB 3R
-
WA
V

FLIP NO ZZLE R LE AP ANEL
300'
1 POLY
B UCK

80. 100
C.WJ.

GW1
GWA
-
FIN
W

F LIP NO ZLB AR PAN EL
-
300'
1 CU PPE
•
004 00
C. WJ.

C .WI
C.W.O.
-
WA
X
RIP N OZZ LE A RPA NE.
-
300 '
1 PO LY
BLA CK
004 00
C. W.1
C .W1

0.01 -
FIH
2 CA RO LINA PRIDE BC C 10 P OR T
-
or
2 CU PPE
•

00.100
C. W.I.
0 .001

PLUM BER
-
FIN
F/H
AB
CAR OLIN A PR IDE SCC 10 PO RT
-
1R '
2 CU PIPE
•
00400
C .W. O.

C. WJ.

PLUMBER
-
AO

AR D ISTRIBUTION PA NEL
-
1737
1 CU PIPE
•
004 00
C. W.L
C .WJ.

PLUMBER
-
SOURCE
0TE10
EQ UIPMENT 003CRY71000
MODEL
007 E
RUMMY
-
-

FI TYP O
TYPE

OPPLED BY
SY000W BY

MN MORN
C RAN

AR N OT ES
-
01 CONVEYOR
08100 0
M
014
ENTRA NCE AIRLINE CH O3 EWAY
-
r
1 •
-
SON48
•

PLUMBER

PLUMBER
2' CHASEWAY RANFROM TRENCH ENTRANCE TO ENE MANUA L ROLLE R UP BUTTON .

AO
014

ENTRANCE A IRLINE CNASEWA Y
•
P
1 30840
•

PLUMBER

PLUMBER
r CHASOWAY IAN FROM TRE NCH EN TRA NCE TO AIR PAN EL FO R MA IN CA LL UP S CHA IN 7ENSOONER C YLINDERS .

AO
014

CALL UP C YLINDER EXTEN D PRESSURE
•
r
1 .

SCN00
•

PLUMBER

PLU MBER
-
AO
0 1. 1

CALL UP C YLIN DER RE TR ACT PRESSUR E
r
1 •
SRN40
.

PLUMBER

PLUMBER
-
AG
AO
014
CHAIN TEN R001 CYLI NDER S SUPPLY PRESSURE
T
1 -
SCN40
-
PLMBER

PLUMBER
-
011

PUSH BUTTON SUPPL Y PRESSURE
r
1 -
-
SCH40
•

PLUMB ER

PLUMB ER
•
06 MANUAL ROLLER UP BUTTON
r
1 -
-
SCN40
•

PLUMB ER

PLUMBER
•
AG
084

BACK UP GUL L UP C YWIDER -EIXTEND PRESSURE
•
r
1 -
•
SC N40
•

PLUMBE R

PLU MBER
-
AG
00-0

BACK UP CALL UPCYLMOER -RE TRACT PRESSURE
Y
1 WHO
•
PUR IM

PLUMBER
-
210 8
12 CNEMICALTB B A PPLICATOR• SW/WISE STEEL
CT A
r
1 SC1140
•

P LUM BER

PLUMB ER
-
THE PLAN 00008GTHIS LEGEND ARO THE A CC OMPAM YWO SPEC IPG110 NS NAVE KEN PREPARED ST MA CR EA WAS H SY3TLMS I. TM FO WH OSE.. PARTY W00WH OSE..APP EA RS M MTN LI BO X IN

CON NECTOR WITH TIM PROPO SED ERECTIO N OF AN A UTOMATIC CA R WA SH AT TH E LO CATION SHO WN THE REON . SA ME A NS TH 6 E[CLUWWE PR OPERTY Of MA CN EIL WAS H STAT IONS L TD . AND ARE SUB JEC T TO R ETURN UPON D0MAN0. 0Y QM ACCEPTANC E HEREO F. TIE PRO SPEC IIVO CUSTO MER THER M' AGREES NOT TO DIVULGE USE OR CO PY THE SAM E MAW, M WR ITTEN COH 0EM OF MA CNEO.

WASH SYS TEM S LTD. THE INFOR WTION 000 703 IED H EREIN IS OU 187100 el GOOD FA ITH AS AN OM 0L0S IO IIANMIRE IILN OR LEG.AALCO`DEOFU30i00EA 0100MGR ll000 2EY ENTS �FOR FRR OR 80R B:1Share d drIV O&OM ac NeiI1NCS Design TeamWle eNell H ublDlrect S ales Profec4 ffrank He ath SE2 3.OSOau1TL Wash - Bellflower 0" •

QUIK WASH -BELLFLOWERE
54_
® .. f •®
•I i-,

NCs
BO WELHA7A ROA D
BA R"a NDs : NIARI °'
YI Rn

EQUIPMENT AIR
SCHEDULE 2

M ACNE/L
&_1
;B
' '.
g
RO
MR

MF VW FOR W ST ALL ATI DN
SY21 -3033 CA NADA
„�� ,_A „�,. YO ru wet .

BELLFL OWER, CA SE23-090-A2
®. ;' .?,. •
He
BY
DATE
N, .

WO
OE SGRST DN 11 7E '"AN Mn°T 1`' °`Y- ran20 ao23 1" 411 .T .S 1i6 .`I .iT+1 .'�'

,r
I A f r`
� " ! AS.E

CO NV EYOR TRENCH TOP & ELEVATION VIEWS
� S. w.' � � �I.
w f.,- ,
_ I
�i r No
—_ —J•
+ eoNvev M -
-rr
-rrr-r=
-=fi
- r_ -r_-r
_-, CON VE YOR
IfOU V'N FNTS-.r
1-�.:�=r-r-r-rfi -r�-r-r-r�-
_�
fi� �
LE�P MENT.
—OV ERIFADD OOR
OV.I4FAD wM
— —__-�

SLOPE TO
---
------------ ... .. .---

MAIN DR AM IND PL TO BRAN MIN IMO RAN
1f

51.01R

SLOPE TO
1 VS -PER
--•
Mal
TO FT. R' tPER
�j
... ILLORKIE1
10 FT . I Er PFA 1� 11/2. PER
ti gri
10 FT. 1 L i' PER
tri•
TART.

EXIT PAD G RADING

EN TRA NCE G RADING

EXIT PAD TO REMA IN FLA T FORS' AND THEN
SLOPE ENTRANCE PAD DOWN AT 1% FO R
AT LEAST 20' PRIO R CO RRELATO R

DESECT ION OF
PMEN®F wa6R mUs 1N -P at 19 FMO N ENMA Nd TO ENT

BU ILDING SLOPE A WAY FR OM THE BU ILDG AT A M INIMUM
OF 1% WITH A MA XIM UM OF t% FOR THE NEXT 15'
r" r r` r I'

MOW CO NOEYOR TRENCH

WA IN MN
1M'r TOu IMP OR T
sr TO DRAW
w ABNeAr
NO W= W90 B MW
L
-V
E MR AN. T EtO GRA M• I ID
dTRBN dFM EMIMNCL'!!RO
T MA uu.• A BO U MdCO NVE TM
PO IN T ORA .i
BREAK PoGRA M

ZER O GR AD
�010 Y O PZ C
-
BOTTO M Of

CONVEYOR
k CO RNER
NOF
---- —
n'''EN TRANCE
h ENTR ANC E ZE RO GR ADE •T+ Q'
Yn E NTRANCE/FR O GRADE
— — — --
11 BOTTOM OP CONVEYOR
T NV
—
SEMI TOMMIE ELOPE TO OR NI a SLO PE TO ENA IL SLOPTO DRAf. W Lt ROW TOORA^ li N}, -SL S0E
�Ilir PERIM.. 11/2- PER OAR. . S 1+. 'PLR 10 R.

FAi IC Vs 1 \tEE SECTION L0EFARE
SL OP ED TR OLM SEE SECTION CETN` 0•
FORD M/N P IPE o vum. �E FOR D RAW PPE OE ' AILS
L: CON DU IT E CIMS ZWAYS LOCATIONS VARY.

SEE EV a W V OMWVIGE FOR CORR ECT EQ E
ROU TING, A SLEE VE MARS.

SOW
N OTE: C ONDO R A CW.V.. LCCA TMO MAY .

AM EU a WW fO R CON DUITS. OWNS. L CN ASEWAYS
SR C. LOCATION , ROUTING , a SLE EV E OCTAVE .

SE E ME HMV
.s Eft
EEE N Oi F.

COMC
__.—_—_
Sr
i

CO NCA VE
'Y
L CONV EY OR—___
_

...
--.— _.___._ .uL E— _________ .—
_- _-______. -_" ______TARE—_—_—____. .7.
—_—_-4 .EONve roR
.,cam 1 DErulE
�g 1 .4
-DEruLE
E QUIP MENT a
L Ew1PMM E
If I
^_.. .. ..... ...,. .. _r' ::::isS^, \`:^:::.:`
,
D ETA IL S OE ruLa
I i -SCE NO R •sOC
As2:

I
o
/
j SOLI D ORATI NG F OR T EE LAST IT
GR ATIN G YI NIMI Y. 5VANES 0165, MNC FNTO N
OMER S PACING.

TRENCH EXI T DETAIL .
_ _ - _L

OVERHE AD NOO N
�S'I OPOTW NT O
-M AIL `SEWE RMRECUW IF

APKKNLL XENOTE
E
_.__

OV ERHEAD DO OR
. . .• •• .. •• •••• •• .. .. .._____ ._••:.:.,
� ••• \_
.;.. _. .,,,. .. .�. .... .. ... —
y
IN STA LL...LA T.

LEV EL A CRO SS BAT
. ..DRA W MES Br

GRA TING FOR
K B ERT P 000!. �.__. TH E

NE FIRST IS'
J
II

YCSx GRA TING
M-

TRENCH ENTRANCE DETAILS A & B
NO TES'- 1. THE D RAIN PIPE S IZES AN D SLO PE M EASU REM ENTS ON T HIS D RA WING A RE FO R CU STOMER /GENERAL CON TR ACTOR I MPORT ANT NOTE:

RECOMM ENDA TION PUR POSES ONLY . T HE N ATIONA L AN D LOC AL C ODES ARE TO BE AB ID E BY 7. A LL C ONDU IT MA Y BE LOCATED ON EITHER SIDE OF THE CONVEY OR TRENCH TO SUIT LOCATION A ND H AVE PRECE DENCE OV ER TH IS DR AWING . OF MEC HA NICAL R OOM AN D MCC . FINI SHE D FL OO R TO RISE 1/4" PER 10'

2. THEFNISH ED FLO ORM USTSLO PEUPWA RDFRO MENTRAN CETOEXITAM IN IMUMOFIM "PER 0. D RAINS CAN BE ON EITHER SIDE OF TRENC H DEPENDIN G ON LOC ATIO N OF SE DIMEN T PI T, FOR ENTIRE LENGTH FROM E NTRANCE TO EXIT. 10' FEE T FOR THE EN TIRE LE NGTH OF TH E CONVE YO R WATER REC LA M PIT OR SE WER.

O. THE FIN ISHED FLO OR MUST SLOPE UPWA RD 0116" PER FO OT FRO M EACH SIDE OF THE 9. ALL WIR ING AND PLUM BING CONDUIT ENTERING THE PIT TO BE LO CATED SO THA T THEI R CO NV EYO R PIT TO BO TH SID ES OF THE INSIDE WALLS. PENETRA TIO N ARE 1r BELOW FIN ISH ED FLOOR . DIRECTI ON OF C AR TR AVEL 3 /2"

4. ALL CONCR ETE TO BE A MINIM UM OF 6" THICK 10. THE FINISHED FLOO R IN THE EQUIPMENT ROOM MUST BE HIGHER THAN THE MASHED FL OOR IN 0 `

5. FINISH FLOOR TO HA VE A ROUG H TEXTURE IE. BROOM FIN ISH CO NCRETE SO 1H AT BRO OM THE WA SH BA Y TO PREVEN T WA TER ENTERIN G T HE R OOM . 1 I LIN ES RUN PERPEND IC ULAR TO CO NVEY OR TRENCH. (MU ST HA VE NON 5 715 S URFAC E. ) 11. THE O RA TE M EA SUREMENTS A RE FOR REFERE NCE ON LY. EX ACT MEASUREMENTS WILL BE EXIT

6. A LL 71E DOWN PLATE S, TIE DO WN AN GLES, D IAM OND PLATE SE AT STE EL, RE BAR , GRA TING. DETER MINED DUR ING IN STALLATION. ENTR ANCE D RAIN S. CH ASE WAYS. PLA STIC SLEEVES A 145 CO NDUIT A RE THE RESPO NSIBILITY OF THE THE PLAN B EA R/NO TNO LEO EN O AN D 111E ACCO MPANYING S PEC IFICA TIONS HAV E YEN PREPARED BY MACNE IL WASH SYST EMS LTD . FO RME P AR TY WH OSE N AME AP PEA RS IN 11E TITLE110 BOX IM

AN AA CNEIL IC ASII SYS TEMWASH S
THERCO NNEGNO AME A RE EXCLUED SIVE . ..°AM LOCATION SHO WN OF RE CHM LW AROS PE CTIVEC USTO ER T HEREBY EE BlG T

TO RETURN
R6AMOM DE AND. B TMACCEP TA NCE
A GRESN OTT ON OEMARD. SE OR A ,WMSA M WITHOT TPR IU TTEN CO NS ENT OF MCN EIL AG REES N OT WAS H SLIO. THE GE , USE OR GOPY TH E SA M WITHOUT IIOEW SUB MITT ED ERE IN IS IN GOO D EAR N AS CON S[M dOMGN F/L 001nsoN CENUI' IN00 0TTHHEEGR WAS X WE LLIN ED HN OI BC R ESPONN BLE FO R ERRO RS OR AN OMISSIONS H EREIN. NO R LEMLCODE d UNDERWRITING REQU IR EMEN TS.

G:IShared d71v es11NacNellINCS Desi;n
Te am% MaeNi HubDor ect Sate s Pro)ecctelFrar A HeathSSE2Ts-0SO Buik Wa sh -Bellfl ower-.. ..1"'

QUIK WASH - BELLFLOWER
O
®-, P®
.
�
� jV �� BORRIE O i RO AD
BA RREDNT ARw,
T+A,

SELK CLE ANIN G T RENCH
PLAN & ELEV A 10�N VIEW_
ii ig
`;
•. �51
N
M
M
I 6E UEDPoR N BTALL ATNI N
SS -L tOtS
LEN a rE
_ TT.Y
E VIPM EMr 57 CAN ADA
...., B:

BELLFLOWER. CA SE23-090-TD1
I

00 DES CRI PTIO N
DATE
M ARN M ECMC MRMEm RLA
MR Ioot vlY: N •ae .son Kr E Iiutn RA
® '•
No_ BY
DATE
N o.

CONVEYOR HEIGHT INSTALLATIO N DETAILS

ENTRANCE ZERO GRASP SLO PE OF FLO OR
SE E MEA L SE E DETA ILS 30000 00 E OF
3r GOR RMIO P r WASH FLOOR -1
_CO RNER OP I

SEE DETAILS

BLARE DRAIN IRMP F O OR
PER

TOW ARD ERA S, DRAIN PER I
PA IN vW65 1Y PL MINN
VARtl a DE TAILS

46.1 6
110000010102

DETAILS A & B

CORRELATOR PIT & TRENCH ENTRANCE
MORNS
1MELA lglf
1REHCH
—
CMIS EYOR�
TRENCH

SLOPE CORRELA TOR FLOOR
TOWARD DRA W.Or P ER FT.

C CON w7OR CBRVIN MT
{ BLARECORRELA TOR FLOOR
TO WARD DRA W, f0• PER FT.
',S .D ./IN P IPES IN TO

CONV EYORIRMCN

SECTIO N A

CORRELA TOR PIT
NO TE: S EE DR AWINGS EU S WU FO R
CONDU ITS • CINS E'W' AYS S IZE.

LO CA TION.ROUTIN G. S SLEEVE

DETA ILS

SEE DE TA IL

ELO PE IP
MP/ FT.

X. DRKi'

CORNER OF TIIEICH WALL
CO N01818 •

C IMSEWAYS SEE N OTE
SEE DE TK♦

SEE DETAILS
SEE O CAS 6

SECTIO N B

TRENCH ENTRANCE

ENTRAN CE ZERO GRA DE
PEPEUF
sn rm..

SE DETAIL
$BE MAR*
St
1 V2• PER 10 FT.

MECWN i MW00400

DETA IL C

R ECLA IM DRAIN SECTION
_. RIOJR I4. - SLOP E T ONIJlEL-
4 IlD PER A FT.

NOTE: SEE DRAWINGS WY FM
DRAIN S • CHA SEWA Y1 SIZE.
*L000 0LOCA TIO N. ROUTIN G, •
SLEEV E DETAILS.

ROPE UP
SH 1

SU DETAIL

S EE D ETA ILS
CNASEWATS. SEI NOTEIC

SEESE TK

SEE D ETA IL

SEE DETAIL

AN TO SEWER OR
RECLA IM If AE U=
M ORE
4 COP/M06 p E01WY ENT
CE ZERO GRADE • 1 vE

ENTRAN CE ZERO GRADE

MOPE UP
MP/ FT.

MORTA R

SECTIO N C

REC LA IM DRA IN SECTION
EOETKP

SLOPED TROMP
OMARPONTaRO.. 0 TRANCE ZERO GRADE 5r
jf
r F E0 M
1 WPM 10 Ff. I 1.-1•41110 PT.

DETAIL D

BREAK POINT SECTION
NOTE: SEE DRAW INGS NTI FOR
C NA flWA YS SIZE. LOCA TION.

ROUTING, SLtlVE DETAILS. MW

S LOPS OP
SEE DEI N.

RE TA IL
CHAS EWA YS. SCE N OTE

S EE MA ILS

S EE DE TA IL

SEE DETAIL

SECTION D

BREAK POINT
f CONH F E0UPS OIT
ENTRAN CE ZERO GRA DE •)-

BREAK PRIM ZERO GRAM

SPY SLOPE IP

SEE DETKY
�aEE D UPL E

CO RNER CF TREN CH P IT -

WE DORM
SLAM

S UPPO RT
COGS .

DET AIL E

T RE NCH EXIT
S ee DMA. 2
ENT RANCE ZE RO GR ADE • 3 RE

D RR ANCE ZFAO GMOE
r TO r DRANT06 EWER
N OTE: SEE 00 .. w1NC0 EU 1 Lw
00R CO NOURS. DRNH S. •
cnuo wAYS S IZE LO CA TIO N
RO VIIN O, • REEVE D UALS

S EE DUN S

SLO PE UI
SEE DETAIL 3

CORNER OF TRENCH WALL
CHASEWAYB. SEE 160. ---

SEE FOETAL
SEE D ETK 6

SEE D ETK
PTO P• DRAM To
ASOMMI X06

SECTIO N E

TRENCH EXIT
0S16INNMr
NTRANCE ZERO GRA M • 311E

CE ZERO G RA CE
SE 0E101L2

AE DE TAIL
�TR G�CM tOTIE WI
A I S PX I PE XS. ANG LED.

D IST RUTORIW EL LED TOW %S1lYY
. +iN ,R GROUN D AM BLE CONV EYOR P•L
DETAIL 1

CONV EYOR ANG LE IRO N
DETAIL 2

TRENCH GRA TING S EAT
Lia•X L N6` X 1 LP A NGLE WELDED

TO CO NV EY OR ( BY DISTRIB UT OR)
DETAIL 3

C ONVEYOR GR ATIN G SE ATS
UP X Z. X E OOZ E OI ON PR

STR BUTOAI WELDED TO CONVEY OR
•3 X LE E XO .Ir Pommes PR OM

CHANNEL
H N NEL WELDED.

AWL S m oo ( DETK- e

FROM VIE W SOP VIEW
DETAILS 4 & 5

C ON VEY OR BEA MS & UPRIGHTS
NO TE: W THE W ASH IS A REAR W HEEL PUSH THE CONVEYOR M UST BE 1. 1Ar HIGHER THAN THE ZE RO GRA DE.

O THE WAS H O A FRO NT WHEEL 16 01.1 THE CONVEYO R N US) BE DP BE LOW -me ZERO G RADE.

THESE D RAWINGS A RE BASED ON A REAR WH EEL P USH C ONVEYOR IN STA LLATION. /H E MEASUREMENTS OF THE LE GS AND DEPTH OF 11X :

C ONVEYOR MUST BE CA LCU LAT ED FOR A F RON T WHEEL PUSH INSTALLATION. f CONVEYO R P IU MPIP

AMY IM PAS SENGER
P
S IDE p -
/SLO PS
MO NAD!
D
/ RSL BN OCO RAO PE YIERFO M
00 XS vr X 3 WA NG LE PROP
GrWII3DPA DTO OE CX PL
AN CH OR. +P O.c. [BY G C) 1
DETA IL 6

BO TTOM A NGLE IRO N
•II'

LIP S MP FL AT OAR PT R C)
WELDER TO 1 M- X 10 ' STEEL
FLATIET 0C) TOE DM. X
ANCHOR O 1 0. 0. C. IEY GC'

CORREL AT OR
RANI
DETAIL 7

CORRELATOR UP ANGLE
TH E PLAN BEARING 1X15 LEG END A MP THE AC COMP ANYING SPECIFICATIO NS H AV E BEEN PREPARED 8Y MA CNEIL WASH SYSTEM S LTD. FOR THE PAR TY WHOSE NAME APPEARS PITH S TITLE BOX N CONNE CTIO N WITH THE PROPOSER ERECT0M OF AN AU TOLL2T IO CAR WA SHAT THE LOCA TION SH OWN THEREON. SAME A RC TH E EXC LUSIVE PRO PER TY or MACNEIL WASH SYS TE MS LTD . ARO AR E SUB JEC T TO RETURN UPO N DEM AN D. BY TH E ACCEP TANC E HEREOF. THE PROSPECTIVE CUSTOMER TIE REBY

A GREES NOT TO D IVU LG E U SE OR COP Y TH E SA ME WITHOUT TINE WRITTEN COW ENT OF MACN EIL WASH SYMMS LTD. THE INFORM ATION CO NTAINED H ERE IN IS SU RITTEOIN0 000 FAU N ASAN ASSISTANCE N LAYING O UT THE CAR W ASH WE DULL NOT BE R E6PO AS I8 LE FOR ERRO M OR O SI 55 1005 HER EM. NOR LEGAL CODE OF UIOER WR HINO RE QU IREM EN TS.

G:VSharsd diIVOS daeN ellINCS Design Teaml MacNeil H ublDlreel S al es Pro cl alFr ank H eaihtSE23-650 Q uilt Wash- BalRlow er BY
GTE
NS
No -
1111
BY
ISSUED 009 INST ALLATIO N
NCS
103 38.302) FO UA I MFNF IY
' bar pw lnN B Na AEWMPL
OPICR ITIO N D ATE I w 012 8.10:3 PPS 44.Y1 Ro
f vIA rtiEiG
90 WELHAN ROAD

BARRIE ONTARIO,

1.4119Y4

CAN ADA
E •M AM R

QUIK W ASH - BELLFLOWER

SELF CLE ANINUTRENCH
CR OSS SECTION ELEVATIONS B. EMBEDS
1 DLAIOR: KI NDE R.

BELLFLOWER, CA I aE23-090-TD2

WOOD BOARD (2" X 22" X 8') TEMPLA TE
WOOD BOA RD (2" X 22" X 8') TEMPLATE

ENTRANCE SECTIO N FORM DETAIL

EXIT SECTION FORM DETA IL
24114- ]a' i l
24 1M- 93"
�
i
u 9r3/eIl' ,A
'a 94 y 1,
a,
r
.77 777 -7 7-. �jIL rmn7 `� �/p77i
° 1I
I'
&
_i
1 LHli
.§
3 114•

7F �
9,11•
a
S
24114"
B•
I. 33"
r
.. 34914 `
34 3/4. •
Ai, 4 ,2 1,2 51
L
7Al OI1TI�i.� //// /D��G�G�
ITI
Y AIJJI�II�70��/% %� ��
N
I
n
9171"
21 174" 3a-

B"
3,11•
te
24 114
a
34 3/4^
- -....- _. ....
34374
., . ....
_
�T°•
I
i
T
j
I
—
III
—.
11 II
,
/r
bl _
••III

?1
I
.4
•.
.
•31M•
•
:1
I I)
Imo►
r.
=1 -TH 11=-1 =1
I — = I ITFL1=11
NOTE:

1. T HIS DRAWING AND THE PROCESS DEPICTED HER EIN ARE FOR REFERENCE ONLY. M ACN EIL WA SH SY STEM S LTD MAKES NO REPRESENTATION THAT THIS IS THE ONLY OR BES T METHOD OF CO NSTRUCTING THE FO RM S NEC ESSARY TO POUR THE CAR WASH CON VEYOR TREN CH. IT IS THE RESPONSIBILITY OF THE GENERA L CONTRACTOR AND HIS CO NCRETE CONTRA CTO R TO DETERM INE WHA T WOR KS BEST FOR THEIR APPLICA TION.

2. THIS DRA WING ASS UM ES A STAND ARD 2 X 5 WILL BE USED FO R FO RM CROSS MEM BERS. MA CNEIL WA SH SYSTEMS LTD M AK ES NO R EPR ESEN TATIO N THA T THIS IS TH E CO RRE CT CHO ICE OF M ATER IAL FOR TH IS PROJECT. 15 THE RESPONSIBILITY OF THE GENERAL CON TRA CTO R A ND HIS CONC RETE CONTRA CTO R TO DETER MIN E T HE VIAB IL ITY OF CERT AIN MATERIA LS AND U TILIZE WHA T TH EY D EEM BEST FOR THE APPLCA TION.

3. D EPENDING ON FORM MATERIAL AND M ETHOD OF SECURING CRO SS MEMBE RS TO FO RM S THE OV ERA LL WID TH MAY VA RY. IT IS TH E RE SPO NSIBILITY OF THE GENERAL CO NTR ACTO R A ND HIS CO NCRETE CONTRACTOR TO AD AP T T HIS GENER AL DE SIG N TO TH EIR SPECIFIC AP PLICA TION .

1. SHO ILO THE GEN ERA L C ON TRA CTO R OR H IS CO NCRETE CONTRA CTO R HAV E ANY PROB LEMS OR QUESTIO NS P ER TAIN ING TO T HESE TRENCH DRAWINGS PLEA SE CON TACT THE EQU IPM ENT D ISTRIBUTOR/SUPPLIER OR M ACNEIL WASH SYSTEMS LTD W ELL IN AD VA NCE OF P OU RIN G CONCRETE.

TIE PLA N SEA RING THIS LEGEN D AND THE ACCOM PAN YING SPECIFCA TRNS MAYS BEEN PREPARED By M ILCBEIL WA SH SYS TEMS LID. FOR THE PAR TY WHO SE NAPE A PPEARS IN T IE TITL E BOX

PRT IDNO F AN AUO PERTY OF TO MA TIC C AR MEN ATTN EN D A TNN IMNW IN INEREOTpAN. ME A RE T EEXCLPROPOSE DEXCLUSIVE GT
TO
EN OTTO D IVU LG E USE OR DEM AN D. BY THECOPY TIMSA ME WHTNOV TTH EWITTEN C ONS CEPTAN CE 148 MOF. ME PRO SPECTIVE [ CUSTOM ER I IN URE.,
MIR S YS TE MS LTD. TH E INFO RMA TION CON TA INED HERE IN IS SUB MITTED W GOO D FIN AT AN A SWIIAN CEINIAYWGO NTNF CAR WAS H weWUDO T B tR ISPONS MLEFO R EMOR80R OWES.. WE EK NOR LEGAL CO DE OF IIMe tWN IT IiOREDU EIDEFN TS G :ISha re d dr(v as MM aeNeilRNCSDeBIgn Teaml MacNelWHubOk ect Sales PrejectalFra,ik He athISE23.090 Quik W ash -Bellflower omelet:

W ASH
N
g3N
0' rF®
, +r �L.
„
O

[(-' ,J��/�� , R;� °D,

QUI K -BELLFLOWER

SELF CLE ANIN G TRENCH
w
]. /- LANSYA
�l Y CAN AD A DET AILS 1
gr
a
•IV.,1Y 1r Y� /
E
1 RE
MR
a� TAIV`
E11r-]S]S
Fr J os NA'EW: AF( BNE/1-BELLFL OWER, CA I SE23-090—TD3 15 45*
©. ,Y'F�G .

NA
BY
DATE
Na
SY

DBICRSMIOR
DATE
IINN Do Y
R ma 1 o
l S.Y H

•

CENTERLINE OF
XR100 CONVEYOR

CENTERLINE OF

DOO R & EQUIPM ENT

PHOTO EYES
-
s
r--12-
14--t--I
D 1

PHO TO EYES WITH TAPE SWITCH

TIRE DETECTION
17 718" —t ---I
1 -°—

BUM PER BLA STER BUM PER PRESO AK LOW PRESSURE HP PRESSURE

UN DERB ODY UNDERB ODY
12—u

CHEM ICAL TIRE CHEMICAL TIRE SINGLE POSTS WHEEL & SIDE

APPLICA TOR WHEEL R ITE WITH FOAM ERS BLASTERS
VI
01 11

CLEANT OU CH RAIN B AR VERSA AR CH VERSA TRANS ARCH

RE ACH ARCH WITH RAIN BAR WITH RAIN BAR
THE PLAN SEARWO IIE 3 LE GEN D AN D TH E ACC OM PAN YING SPE CIFICA TION . NAVE B EEN PRE PAR ED BY MA CN EIL WA SH S YSTEMS LTD. TOR TH E PAR TY WHOS E MA W A PPEARS RI THE 111LE BOA IN CONN ECTION WIIN DN E PR OPO SER ERECTION Or AN AU TOM ATK C AR WASH AT TH E LO CATION SHO WN THEREON SA ME ARE THE EXC LU SIV E P ROP ER TY Or M ACN EI5 WASH SYSTEMS LTD. A ND A RE SUBJECT W TO RETURN ON D EMAND . BY THC ACCEPTANCE H EREO F, TH E P ROSPECTIVE CUSTOMER TIE RESY

AGREES NOT TO DWULOE USE OR C OPY TIIC SAM E WITHOU T TH E WRITTEN CONS EN T OF MACNE IL W ASH SYSTEMS LTD. THE INFORM ATION CONTNNCD M ERL IN IS SUBMIT TED IN GOOD FARM AS AN

ASWTANCE M LAYENS OU T THE CAR WA SH WE T ILL NO T BE RESPONS IB LE FOR ERROR S OR OMIS SION S.... NOR LEGA L CODE OF U NDER WRITING REQUIR EM ENTS.

G :1ShareddriveslMacNeiIINCS-Design Team\MacNel N ubilDlreet Sales Pr ojectslFra nk Heath(SE23-090 Qulk Wash - Bellfl ow er QUIK WASH - BELLFL OWER ® pie `® I a ID ONTARIO; "�—WASH B AY EQUIPMENT
L NC0 M ACNE/L IAN e ve
• \},4;*V S 1
S RO I MR WU EDF OR INST ALL ATI ON 53 .155.2 0331 rOY/ IMSM0 Pr CANA DA DETAILS 1 0 ` r . L Me. BY 1 DATR 5Y OC SCRV RON MT i 1AR°T 1GX3 OST °41 iF. .. I°C'5M .T .S 1OJ .1 93T°1 R Imp LSEL OLBELLFLOWER, CA ISE23-090-DW1

X84118"
—r
a4"
15"
1S"
..
18`
G'7
30"
•
I
I
T «
ty
'
OQi r
1 OV
/ N
^
N
O_r ll
so
1 1Ij1

.4184118"
Em
1D
N
F 164 118"

MAGNUM HIGH PRESSURE MAG NUM HIGH V ERSA AR CH VERSA TRANS ARCH

ARCH WITH FOLLO WING PRESSURE ARCH
WHEEL BO SS WHEEL B OSS MW -2000
MW -2000 FOR DRIVE THRU
1751!4"
193114"

U1112`

15311Y
. •::*
T
\ _ - _--
= ;�.-...1: s> u5::
- .E,- ..—
'1 V. ti - _ i�_rR'z: -_F , _..
n ---- -• -
M
moo{ �---- -
oK
- ------
m
�o
$ P1
r
gg
Pi n'm'
m
$
? .,
f �' �-
TO �ymir
E°S
n
p
I
a
m
ei
•r
111. 9_
i
a Ni

1. cp
c !•
��! !
e
•
_
IfI
Y.

T £____—_
c1 ..._
-v,
_ ."-• _ i

_ . .
�__
r✓•

"
1(4 "
1751/4" 175 1 1414
GLOSS BOSS MT -2500 G LO SS BO SS MT -2500 WITH 8'
WITH 8' BRUSH BRUSH FOR DRIVE THRU
187 114 " 787114 "
GLOSS BOSS MT -2500 GLOSS BOSS MT -2500 WITH 9'
WITH 9' BRUSH B RUSH F OR DRIVE THRU
THE PLAN BEARING THIS LEGEND AN D THE AC COM PAM YMO SP EC IFICA TIONS HAV E BEEN PR EPARE° BY MA CNEIL WAS H SYSTEM S LTD. FOR THE P AR TY WHO SE NAM E AP PEAR S IN THE TITLE BOX W

CO NNECT ION WITH THE PR OPOSED FRE CTIO M OF AN A UTOMATIC CAR WASH AT TH E LOCA TION BRO WN THE RE ON SA ME AR E TH E EX CLUM VE PROPERTY Gf M ACN EIL WA SH SYSTEMS LTV. MO AR E SUB JEC T TO RETURN U PON DeM ANo. BY TH E AC CEP TAN CE HEREO F, TSB PRosrcc mEcusor eRlIIER T:eY N AGREES NOT TO D IVU LGE , USE OR CO PY THE SAM E WITH OUT THE WRITTEN CONSEN T OF MACHU.

WA SH SYS TEMS LID . TH E NFORMA 110N CONTA IN ED MCRCOM SUOM ITRDM Ni00 D FAITH A 8AR ASSIS TANCE OLATINO OUT THECA WASH. WE WILL N OT BE RE SPON SIBLE FO R ERRO RS OR OM ISSIONS HER EIN. N OR LEGA L CO OS OF UNOER WIUDNO R EQU IR EM EN TS.

G :1Share d dr ives %NTec Ne iIINCSDesi
' n Team\ MacNeil Hub\blrect Sales Projects(Frank H eat}i9SE13.090 GuikWash -Bellfl ow er wll QUIK WASH -BELLFLOWER
w
®-., "®
.
_
(I
E
��
90 WELIUM ROAD ,
eARR1 E ON1A RN7 .

TAE=

W ASH B AY E QUIPMENT
DETAILS 2
GaM
¢�'-
ILf
ti
Y`
O .B

D
Wi
RO
MR
I SSUED F OR POTKLAl1 0H
.. .sop)
MA CNE/L UN BY4

CAN ADA
S OEI BtAgP. MMMNS W MOd:

BELLFLOWER, CA SE23-090-DW2
BY
DE BCRI .l NW
O ATS
IMAm O Oa vO RA IL KMF
MR* (°"<�:lasRll �" NT .B J.I:",�`�'R°"a�
O. %'�0
BY 1 DATE
NP .

201/2
412
3/4"-
201/2"
20 1/2" 1 f.
—
20112"

1 q
T
r
d_� _
-
u4 •
201/2
201/
1121L:

I
E el
-201x.
201/2•
e
6••• •T.
-r
1 1
1c
'-
82" TO P BRUSH
RS1000 DRIVER SIDE RS1000
112 314
82" TOP BRUSH

PASSENGER SIDE
94" TOP BRUSH
RS1000 DRIVER SIDE
112 3/4 "
94 " TOP BRUSH
RS1000 P ASSEN GE R SIDE
"-901/2"
,--92 3/8"
74 V 9"_�
7J8"
t 30~
_ 90
121/2"
121
I ti

i" --73
7/8"
0 I
ill
I:
981/2" i--73 718"-1
98 112"
314"

SUPERSONIC WHEEL SUPERSONIC WHEEL WASHER
WASHER RS550 RS550 FO R DRIVE THRU

LOW SIDE HIGH SIDE
WASHERS RS400 WASHERS RS301
TIE PLA N SEAR ING TH IS LEG END AN D THE ACCOMPAN YING SP EC IFICA TION S H AVE KEN PREPA RED 1 G:1Shared driv esl MacNeilN DS BY MACNE IL WASH SYSTEM S LTD. FOR THE PARTY WH OSE NAME APPEAR S IN TH E TRU B OX IN Desi
n Team, MacNeil Hu\lDIreefSales Pr o
ects1Fr ank Heath1SE23-090 QuikWash- GeTlfl ow er
06 10.11 QUIK WASH - BELLFLOWER
CONN ECTOR WITH THE PR OPOSED EREC TION OF AN AU TOM ATE CAR WA SH AT 111E LOCA TION SHOWN I M� TH ER EO N. SAM E ARE TH E EXCLUSM PROPER TY OF MACN EIL WASH SYS TEMS LTD. AND A RE S UBJECT 1 yQ

TO RETURN TH ER EBY
DEMAN D. BY TH E ACCEP TANCE HERE OF . TH E PRO SMF TVENSENT ®• .. f. x®
•L
I
(NCS
NCS
•
!>/I ACNE/L
90 WELNA M R OAD ,
BARRleoar nw o,
lAN BYI
my _

WASH BAY EQUIPMENT
DET AILS 3
T TO
A BREEa Mor ro Dwu LGE , U SE OR COOT THE SA,E. wee our TH E W NITTFW C ONSENT IN•NAwrX.

WASSISTANCEH SYSYS TEMS
NS IAri N0 E T TH EIN FOR MATION
CAR WA SH. WE WILL MO T BE EXEM IIS SUBMR SE LE FO R t0 tOW S FAITHAS ON µ sC'
li , s
' - � �
ysI
1 RB
MN M UDD F OR WrT ALLATFDN w30402,
U/ P M *W l r CAN ADA_
• M D'MM CVUM M; A
BELLFLOWER, CA SE23-090-DW3
MR' rS .2F.2E2, N.T.0 Jar»T j RD
OWESNN AS HEREIN. NOR LEGAL CODE CF WOER WRI TNO R EOU IR F.M ENTS O: . ..

BY DATE
BY DESCR►TIO N D ATE

32118" 134318"
—5' TO 6'—'
'TO6' 1
106 318"
r
" ^98118"
' I<9
j
t
1---�--�
—
<0
ul'
NP r---
T
`
N
I � L./
m�i
-
tl
-'A
N�
F
,✓1
i C
W
N
�1 .-

I�
I
j1
-I
1-
'_-59"�

32118"-
134 318"
104 518"

SUPER FLEX WRAP ARO UNDS
RS701 LO NG ARM / LO NG ARM

SUPER FLEX WRAP AROUNDS
RS701 WITH QUAD PA CKS

SUPER FLEX WRAP AROUNDS Z -FRA ME
RS701 SHO RT ARM / LONG ARM RS670
193112"
HII1F
' ---
t* �
187 5/8"
43 318"—I
236 718" -
65 3B"
238 7/8-
5 3/8"—
69 3/13

-11111
j
-------------it,
f7.
gr
r ea

F'
n
r
1'

4-1
Z -FRAM E RS680 Z -FRAM E RS680

IBE STANDARD STANDA RD
Z -FRA ME RS690 IBE STANDARD Z FRA ME RS690
/ RS690 STAND ARD IBE WIDE
TICE PLAN BEAR ING THIS LEG END A NO TH EAC OM PA .YING SPEC IFICA TIONS HAVE BEEN PREPAR ED BY MACNE IL WA SH SYSTEM S LID. rO R N OX I THE PARTY WH OSE N AME APPEARS THE TITLE BN CONNEC T.. MIN THE PR OP OSED ERECTION OF AN A UTOM ATIC CA R WA SH AT THE LOCAn ON wo ws TH EREON. SAM E AR E TH E EXC LUS IV E PROP ER TY OF M AG DA WASH SY STEMS LTD . ANO ARE SU BJEC T TO RETU RN U PO N D EM AND. BY THE A CCEPTANC E IISFEOP, THE PROSPECTIVE CUSTOMER THEREBY WASHESYSTEMS LTD. THE INFOR MATION CON TAINED HT TO D IVU LGE. USE OR C OP Y TITE SAM E EREIN SSSU MMO NOO FAITH AS AlTHE WM...MEW OF i A SSIISA NCE IN LAY IN G OUT TH E CA RA SH. WTR IIL �NGNO T

RE RESPONIS LE FOR ERROR S OR
c :\Sha red ddv es 1MacNeifNCS
n Te amlMacNel(HUbIDr ect Sales Pr oject sWr ank Heath{SE23-090 Quik W ash - Bellfl ow er Des'f.,.

O P^ OYRA QUIK WASH -BELLFLOWER
'X
®• '®
L.
2 o
90 WELHAM R OAD.
�� e ARRIE OyT AR10.
1NL�

WASH B AY EQUIPMENT
DET AILS 4
Cj,
et
A
~-: �YY
�D
W
AM
G
E•
K
RS

ISSUED FO R EISTALL ATI O.
tl-=S -wa
N9J PAI FNr BT M ACN EIL CANADA
SnkLBN B tP:

BELLFLOWER, CA I SE23-090-DW4
P.

DUCRF DO N
DAT E
aNliPn CS K43T .

MR I°ossL SPas `i4.r.s f]Ti' NEw�RP
�
O, -•
.P.

BY
DATE

-122" l--
'i� g
-I 22" r'
y r 22"

-' J---‘
s - t—
fl
— ,�
I
--
--
u
-
pp9 ri `
----;I!
-
—
p ---
p•
e ll
� Fpp
qq
YN
LI��4
RN
qq
b'
,. $II
raw
t. `�
NM
-
A
C
RO
pp
MN
II -

PRO BUILD ARCH PROBUILD ARCH PROBUILD ARCH PROBUILD ARCH

STANDARD WIDE WIDE STAG GERED EXTRA WIDE
F

PRO BUILD

EXTRA WIDE
=I—
ARC H

STAG GERED

H -FRA ME H -FRA ME ST ANDALONE

STANDARD WIDE
.
....
°
_
_
_
_ ,
'r-
,
. _
`- °i
_ _ _
'-24"-1
1, 4
mm LIB
LHlO
^�V
Ql
e0
V
N
Lir
7 0. —N
C_
LL
FX / PHANTOM PROBUILD ARCH EX. WIDE ANTI

ARCH WITH FINISHING DRYERS COLLISION PAD
T. PLA N NA MNO T HIS L EOEIID AHD THE ACCO MHAN TNC SP ECIFICATIONS HAV E BEEN P REPARED BY MA CN EIL WASH SYSTEMS LTD. FO R THE PA RTY WHOS E NAM E APP EA RS IN IHe M ILE WM INLOCAT ION CONS EC TION W ITH TH E P ROPO SED ERECTION OF AN AU TOM ATIC CAR W.I1 AT THE LOCA TION SHOWN TH E EXCLUSIV E PROP ERTY Of MA CH . WA SH S.W. LTD AND AR E SUBJEC Tr THER EO N. SA . TO RETURN UPON ....SY' THE ACC EP TANCE HEREO F, 111E PROSPEC TIVE C USTOM ER TH ERE BY WRITTEN CONSENT ...ER
WA. SYSTEMSAG REES NOT TOI Du11. IN FOR .T.I CON TA IN ED H ER M= SLGE. USE OR COPY TH E SAME WITHO UT EWWnEO N 00 00 FAITH AS AN

ASS ISTA NCE
H ER EIN, M OR OEGA L CO DE O FUN]EBWBIINGR OURE 11TS, FOR ERRORS OR G:1Shared drfve iMac NTeiIRT CS Desi
—
n Te amlMa cl eWHubl DIrect S ales ProJecWr ank Hoat MS E2T-6f6-OuIkVf ash -Bellflower ''.1swR . (1UIK WASH -BELLFLOWER
XCi
x
®yy��A}y +' ®
O �jrjE
f�
}.jam '
y
�

BO WELNAM ROA D,
BAR U N°e � O'
, LL WASH BA Y EQUIP MENT
DETAILS 5_
S. 1
6¢¢
�t 1
,cr`�T

¢i
6 ii[_�j
R0
MR

IMOD P ORNSTMAATIOB
NdB �tl J
`"� Lr

M ACN EIL

CAN ADA
R[WLAYO Y
BELLFL OWER, CA SE23-090-DW5
BY

DESCRIP TOR
DATI
_
O. E'(.,.

No
BY
DATE
Ms

8 7 6
5 4 3
2 1
r -i-1 Sonny's Ca rWash
LiVacuums

DISCLAIMER
14755 Bellflo wer Blvd.

Be llflo wer, CA 90706
ELEV ATION: 70 Ft M. S. L.

THIS DRAWING IS THE PROPERTY OF A UTOVAC. THIS PRELIMINARY DRAWING IS NOT TO BE USED FOR CONSTRUCTION OR INSTA LLA TION WITHOUT THE WRITTEN CO NSENT OF AUTOVAC.

VA CUUM SYSTEM PIPING DESIGN NOTES.

INDO ORIOUTDOOR ABOVE GROUND )) PIPING:

PIPING SYSTEM AND V ENT) FITTINGG S. (2) ZINC GALL BE EITHERLVANIZED OR ALUM INUM SC HEDU LE TU BINGW PIID COR E PVC NGASN SHTIC ALLPHAVE DIR.V. ECTIONAL WASTE, FITTING S OF NO LESS THAN 16 GA UG E. NON PLASTIC PIPEITUBE AND FITTING S SH ALL BE DESIG NED SPECIFICALLY COM PR ESSIO NOUPNTRAL LINGS SYSTEMS.

NUMN PIPIPEITUBING USED WITH PLASTIC PIPETTUBE AND FITTING CONNECTION S ITT FITTING S SHALL BE P RO PERHA LL BE LY SEALED. EVE R IN -G ROUND PIPIN G:

IN -GROUND PIPING SYSTEM SHA LL BE EITHER (1) SCHEDULE 40 SOLID COR E PVC OR ABS PLASTIC PIPE. WITH PLASTIC D.W.V. (DRAIN, WASTE. AND V ENT) FITTIN GS. (2) ZINC G ALV ANIZED TU BINGIPIPING AND SHALL HA VE D IRECTIONAL FLOW FITTINGS OF NO LESS THAN 16 G AUGE. ON P LA STIC PIPEITUBE A ND FITTINGS SHALL BE DESIGNED SPECIFICALLY FOR CENTRAL VA CUUM SYSTEMS. NO N PLASTIC PIPEIT UBE A ND FITTING CONNECTIONS SHALL BE SHRINK SLEE VE OR COM PRESSION COUPLIN GS. PLASTIC PIPE INSTALLED IN - GROUND HAVE A PO TENTIAL POSSIBILITY OF CRA CKING AND WEAR. A UTOVA C DOES NO T RECOMM END PLASTIC PIPE FOR IN -GR OUND APPLICAT IO NS. A LL PIPE SYSTEMS IN -GROUND M UST BE BELOW FREEZE LINE.

PIPING PREPARA TIO N:

ALL INTERIOR SURFACES OF PIPE AN D FIT TINGS SHALL BE FREE OF BURRS AND OBSTRUCTIO NS FOR NO N- RESTRIC TIVE AIR FLOW. ABS AND PVC PIPING SHALL BE CUT STRAIG HT A ND BURRS REMOVED. PIPING SHALL BE

ATTACHED TOGETHER USING A PRIMER AND C EMENT (CLEAR PVC CEMEN T FOR PVC A ND BLACK A BS CEM ENT FOR ABS ) FOR 100% SEAL
PIPING SUP POR T:

OVERHEAD PIPING SYSTEM S SHALL BE SUPPORTED WITH APPROVED PIPE HANGERS AND SH ALL BE INSTALLED AT A MAXIMUM OF SIX FEET Q. C. WHEN USING ABS OR P VC P IPE A ND TEN FEET WHEN USING ZINC OR ALUM INUM TUBING. ALL FITTING S SUPPORT ING VA CUUM DROPS/HO SE ASSEMBLIES SHALL BE SUPPOR TED WITHIN ONE FOOT ON EACH SIDE OF THE FITTING CO NN ECTION. WHEN UT ILIZING AUTOVAC'S VA CUUM STA NCHIO NS A ND STR UCTURES A LUM INUM PIPE SHO ULD BE USED TO PREV ENT PIPE SA G BETWEEN STR UC TURES.

PLASTIC PIPE WAR NING S:

PVC PIPE WILL BECOME BRITTLE AT 40' F AND CAN CRACKISPLIT WHEN MOVING DEBRIS COLLIDES WITH IT. IT IS RECO MM END ED TO USE ZINC 011 A LUM INUM TUBING FOR COLDER CONDMNS. PVC A ND ABS PLASTIC PIPE ARE NOT U. V. RATED AND WILL DISCO LO R AN D SO FTEN CAUSING PIPE SAG WHEN EXPOSED TO DIRECT SUNLIG HT. IT IS

RECOMMENDED THAT ALL EXPOSED PLASTIC PIPE AND FITTINGS TO BE PRIM ED AND PA INTED TO HELP PREVENT THIS. IT IS RE COM MENDED TO USE ZIN C OR ALUMINUM TUBING WITH ZINC FITTING S WHEN EXPO SED TO DIRECT SUNUGHT.

PIPING FOR COMBUSTIBLE DUST CONVEYING SYSTEMS:

WHEN CO NVEY ING CO MBUSTIBLE DU ST MA TERIAL THE FOLLOWING STANDARDS MY BE REQUIRED. NFPA 654 - PR OC ESSING AND H ANDU NG OF CO MBU STIBLE PARTICULATE. NFPA 68 STAND ARD ON EXPLOSION PREVENTION THROUGH DEFLAGRA TION. NFPA 69- STA NDARD ON EXPLO SION PREVEN TIO N SYSTEM S. NFPA 77 - RECOM MENDED PRACTICE ON STATIC ELECTRICITY. NFPA 70 -N AT IONAL ELECTRIC COD E. PLEASE CO NSULT WITH AUTOV AC'S ENG INEERING DEPARTMENT IF REQUIREMENTS ARE APPLIC ABLE. ADDITIONAL FEES A PPLY FO R EACH COMPLIANCE REQUEST.

VAC UUM SYSTEM EQUIPM ENT DESIGN NOTES: (IF APPLICABLE
VACUUM PRODUCER:

VA CUUM PRODUCER EQUIPM ENT PAD MUST BE FLAT AND LEV EL. VA CUUM PRODUCER SH ALL NOT BE 'H ARD" M OUNTED TO THE FLO OR. ISOLAT OR PADS ARE TO BE USED UNDER FRAM E FEET . VACUUM P RODUCER SHALL BE PROPERLY VENTILA TED . IF LO CATED IN AN Y EQ UIPM ENT R OO M THAT IS ENCLOSED. PRO PER FRESH AIR V ENTS SHA LL BE INSTALLED. ENCLOSURE DOOR M UST BE LO UVER ED AN D A PRO PERLY SIZED EXHAUST FAN MUST BE IN STALLED TO TURN O VER A IR EV ER Y 3 M INUTES. AM BIENT ROOM TEM PERA TURE CANNOT E XCEED 105° F. VACUUM PR ODUC ER EXHAUST MUST BE EXHAUSTED OU TSID E WITH A METALL IC PIPE NO SMALLER THAN 6'. E XHAUST PIPING SHALL NOT EXC EED 25 FEET. EXHA UST PIPE O PENING SHALL BE PRO TECTED FRO M ELEMENTS.

ELECTRICA L REQUIREMENTS:

ELECTRICAL COM PONENTS SHALL M EET NEC CODE REQUIREM ENTS. IF UL OR NFPA REQUIREMENTS ARE TO BE MET THEN IT SHOULD BE REQUESTED IN ADVANCE. ALL CODE VERIFICATION AND CONFORMATION ARE RESPONSIBILIT Y OF O WNER. AU TOVA C CAN SUPPLY NEEDED IT EMS TO MEET CO DE REQUIREMENTS FORA FEE. IF C ODE REQUIREM EN TS A RE NOT LISTED IN THIS DRAWING TH EY ARE NO T A PART OF THE SCOPE.

VACUUM IQ MOTOR CO NTRO L CENTER (VARIABLE FREQUENCY DRIVE (VFD):

EAC H VFD MUST BE WIRED FROM MA IN D ISTR IBUTION PANEL WITH APPROPRIATE SIZED WIRE AND C ONDUIT (SIZED PER COD E: BASED ON TURBINE H.P. AND VOLTAGE) TO EACH VFD AND FROM EACH VFD TO MOT OR. A SEP AR ATE

CONDUIT (SIZED PER C ODE) M UST ALSO BE INSTALLED FROM MO TOR CONTROL P ANEL TO VACUUM PRESSURE TRANSDUCER INSTA LLED ON FILTER SEPARATO R. V FD MUST BE INSTALLED IN A DRY AN D CLEAN, CLIMATE CON TRO LLED EN VIRONMENT.

VACUUM SYSTEM INSTALLATION NO TES
INSTALLA TION BY O THERS:

AUTO VAC PROVIDES INSTALLATION AND REFER ENCE DRAWINGS FOR ALL PROJECTS IN WHI CH AUT OVAC SUPPUES THE VAC UUM AND PIPING SYSTEM. ALL REFERENCE TO INF OR MATI ON C ONTAINED HEREIN IS FOR REFERENCE ONLY AND SHOULD BE VERIFIED TO M EET LOCAL AND APPLICABLE CODES AND RULES . WHEN RE QUESTED, AUTO VAC CAN ESTIM ATE THE NU MBER OF DAYS REQU IR ES FOR INS TALLATION. PIPING SIZES . LE NGTHS AND ROUTING CONT AINED HEREIN A RE ENG INEERED FOR THE SPECIFIC SITE AND USE R RE QUIREMENTS DESIGNATED BY THE PURCHASER. ANY CHANGE TO PIPE SIZING, LENGTH 011 ROUTING WILL VOID ALL WARRANTIES EXPRESSED BY AUTOVAC EITHER WRITTEN IN THIS DOC UMENT OR IN ANY OTHER DOCUMENT OR CONTRACT .

IN STALLATION BY AUTOVAC:

AUTO VAC O FFER S INSTALLA TION OF ITS E QUIPMENT AS A SEPAR ATE CHARGE PE R C ONTR ACT . AUTOVAC OFFERS ITS INSTALLA TION AND IS LIM ITED TO LISTED ITE MS N OTED IN THE INSTALLATION DOC UMENTS . ALL COMP ONE NTS REQUIRING A LICENSED INDIVIDUAL TO INSTAL L WILL BE INSTALLED BY OTHER ENTITIES.

VA CU UM SYSTEM START UP AN D CO MMISSIONING:

AUTO VAC OFFERS VACUUM COMMISSIONI NG AS AN OPTION FOR ITS CLIENTS . AUT OVAC C AN EITHE R BE PRESENT ONSITE OR COMPLETE THE STARTUP P ROCEDURES REM OTELY VIA VIDEO C ONFERENCE . CERTAIN REQUIREMENTS

APPLY SO PLEASE CONTA CT YOUR AUTOVAC REPRESENTATIVE F OR INFORMATI ON VACUUM SYSTEM ENGINEERING. LICENSIN G. PERMITS AND FEES VA CUUM SYSTE M 1 ST RUCTURAL ENGINEERING:

AUTOVAC ENGINEERS ALL OF I TS V ACUU M SYSTE MS IN HOUSE. THIS CONSISTS OF VACUUM USA GE ANALYSIS, PIPE SIZING AND PIPE ROUTING . STRUCT UR AL ENGINEERIN G N ANY OF AUTOVAC PRODUCTS IS AVAILABLE AT AN

ADDITION AL FEE AND IS NOT INCLUDED IN THE QU OTED PRI CE OR DOCUMENT SET UNLESS SPECIFICALLY NOTED AS '$TRUCTURAL ENGINEERIN G INCLUDED'. STRUCTURAL ENGINEERING IS COMPL ETED BY A LICENSE D STRUCTURAL ENGINEER IN THE MUNICIPALITY OF THE .1 0B SITE.

V ACUU M SYST EM INST ALL ATI ON BY UCENSEE:

AUT OVAC H OL DS A CLASS B GE NE RAL C ONT RAC TIN G LI CE NSE AND CA N INSTALL ON A CONTRACT B ASIS IN 50 STATES EITHER DIRECTLY OR THROUGH AFFILIATE LI CENSEE SUBC ONTR ACTORS. LICENSED INSTALLATI ON IS AN OPTION THR OU GH THE INST ALLATION PROCESS . UNLES S OTHERWISE NOTED, ALL INST ALLATI ON IS CONSIDERED THROUGH THE MANUFACTU RE R WHE N A LICENSEE IS NOT REQUIRED . IT IS THE RESP ONSI BILITY OF THE PURCHASER TO DETERMI NE THE CORRECT REQUIREMENTS F OR THE INSTALL ATIO N.

VACUUM SY STEM INST ALL ATI ON PE RMITS AND FEES:

AUTOVAC D OES NO T I NCLUDE ANY PERMITS, TA XES OR FEES IN ANY OF ITS INV OICING OR DRAWIN ITE MS WILL BEAN ADDITIONAL CHAR GE IF REQUIRED .
egI NOVIND
AUG t 6 7423
5 7 5
4 3
2 CLIENT APP RO VAL
Z
F
E
D
C
B
A
00 CLIENT APPROVAL
PROJECT TITLE:

SOrMy'S CarWash Services W
Quick Wash Bellflower
PROJECT ADDRESS:
14755 Bellflower Blvd.

Bellflower, CA 90706
mm
m
m
m
z
m
c
z
z
r
/
PROJECT NO.:

AVIQ31378
SIGNATURE AND DATE;
esas2a8682 r-, Sonny's Cal -Wash
"Awr.autovacinc.00m i Vacuums
[email protected] bYAMC C

8 7
F
E
0 c
B
A

SITE PLA N VIEW
TUNNEL
(REFERENCE)

V ACUUM

EQ UIPMENT

VACUUM AR EA
NO TES: UNLESS OTHERWISE SPECIFIED

1. CA NOPIES A RE NOT SHO WN FOR CLARITY

2. UNDERGRO UND PIPE TO BE SUPPLIED BY OTHERS (SBO)

3. C LAMPS AND HANGERS TO BE SUPPLIED BY O THERS (SBO)

4. REFER TO INVOIC E FO R ELECTRICAL REQUIREMENTS
8 7
6 5
3 2
so
0 m
L c
3a
00 0 d
Nm 0
EL()
or -
03 U1
w
0 a
0 c
B
A
00 8 7
6 5
4 3 2

VA CUUM SYSTEM PLAN VIEW
3" CLEANOUT
3" CLE AN OUT

HOSE RANGE
154' -0"
0 a
z
w
J
V
w
a
NOTES: UNLESS O THERWISE SPECIFIED
I. ALL DIM ENSIO NS TO BE FIELD VERIFIED

2. CA NO PIES A RE NO T SHO WN FO R CLARITY

3. UND ERGROUND PIPE TO BE SUPPLIED BY OTH ERS )SBO )

4. CLA MPS AND HA NGERS TO BE SUPPLIED BY O TH ERS (S80)

5. REFER TO INVO ICE FO R ELEC TRICA L REQUIREMENTS

6. IF THE EQ UIPMENT IS IN AN ENCLO SED RO OM, REFER TO VAC UUM SYSTEM

EQUIPMENT DESIG N NO TES UNDER DISCLA IMER INFO RMA TION 8 7 5 4
3 2
6y LL
sm z
II
D
C
00'

8 7
6 4
3 2
1 c
ITEM NO. PA RT NUMBER
522-5431
522-5441
522.5461
543-0033
2 3
5 551-4466
6 551. 6233
7 551-6243
8 551-6263
9 555- 0234
10 555-0246
11 712-790X L3 ARCH FLANGED FINAL ASSEMBLY - SS MINI SEPARATOR - OH

DESC RIPTIO N
STEEL COUPLING COM PRESSIO N 3.514 OD X 61N
STEEL COUPLING COM PRESSION 4. 51N OD X 61N
STEEL C OUPLING COMPRESSION 6. 62514 00 X 61N
ST EEL CAP STR 3.51N
ALUMINUM ELBOW 90DEG STRAIGHT ENDS 8.625

VA CUUM AREA PA RTS LIST
QTY
25 10
18 2
2 ALUM INUM TV 900EG STRAIGHT ENDS 3.5X3. 5
ALUM INUM TY 90DEG STR AIG HT ENDS 4. 5X3.5
A LUMIN UM TY 90DEG STRAIGHT ENDS 6.625X3.5
ALUMINUM R EDUCER STRAIGHT 4.5X3.5
ALUM INUM REDUCER STR AIGHT 6. 625X4. 5
4 4
2 15
15 15
15 12 789. 0004
13 789-0034
14 799-0042
15 799- 0047
16 803.95101
17 804-10001
18 842-14001
19 881.100X
20 952-316207
22 952-325213
8 SUB ASSV QUIC K RELEASE TRASH CA N BRACKET

STEEL WEIGH T - TR ASH CAN LID ASSEM BLY

SS QUICK RELA SE BRACKET

LO WER TRA SH CAN B RA CK ET SUPPORT

CA NO PY TO BE SOLID MA TYERIAL
A IR G UN BLO WER KIT - 41N PO ST
GA TE V ALVE 31N
TRASH CAN 30G A (REFER TO CO LO R CHART)
A LUMIN UM TUBE 6063- T1 3. 501A 12FT 0. 06514
A LUM IN UM TU BE 6063-T1 4 5D1 12FT 0. 091N
ALUMINUM TUBE 6063-T1 6. 625DIA 12FT 0. 1091N
7 15
14 15
15 15
6 NOTES:
/U�NLESSS OTHERWISE SPECIFIED

1. / A\ -/ F\ FOR DET AILS REFER TO MANIF OLD FITTIN G ASSEMBLIES TEMPLATE

2. THREE (3) CAN OPIES ARE NOT SHOWN FOR CLARITY

3. UNDER GROUND PIPE TO BE SUPPLIED 6Y OTHERS (SB OJ

4. CL AMPS AN D H ANGERS TO BE SUPPLIE D BY OT HERS (SB O)

5. REFER TO INV OICE FOR ELE CTRI CAL RE QUIREMENTS
21 952.319210
CO
v
o>
ICJ
E 8
CO 2 o
Fit s s
ca
u
cam
ita
jfi
cc
a.
cO
>—
CO0
O
OQ
V
6)
Nm 0
6 LO )=
ts-
0: L
ctm
U r
w
a
G
5 4
3 2
D
c
6 A
00 DD

ALL CHANNELS ON UNDERSIDE (TYR)

CANOPY TO BE OF A SOLID MATERILA
1u
P•
—aI K N
SY \
943
J y
IJ>
Ow
0 J
n
a
Z
oz
m -n
Z
SO
o
0 Z
D
A
PROJECT TITLE:

CANOPY KIT L3 ARCH
11 FT 90DEG - POLYTEX
PROJECT NO:

DRAWN cm
ER
REV:

DIMENSIONS DDIMENSIONS ARE IN UGS OTNERWISE SPECIFIED
ES

TOLERANCES ARE

MACRONS DECIMALS ANGLES
41/32 x0.1 3I'
x0.03
.00 0.010

CONFIDENTAL AND PROPRIERTARY

INIFILECIDAL PROPERTY OF AW
COPYING OR 00101RVIION
STICTL00000RSRID WITHOUT

THE EX NON

FROMO AC PIDVSIRIFORMER AL
888.628-8682
www.autoyatAnc.com
[email protected]
Sonny's CarWash
--" Sonny's
by Aur3aac
803-95101
SHEET:
1 OF 3
DRAWING INTERPRETATION PER ASME y 04.5-200

8 7
L3 ARCH - SING LE DRO P ASSEMBLY
( 2 TO TAL REQUIREMENTS)
6 5
L3 ARCH - DO UBLE DROP ASSEMBLY
(13 TO TAL REQUIREMENTS)
7 712-7902
712-7901
6 ITEM N O. PART NUMBER
1 1 370-39301
2 1 415-00001
3 4 l 431- 6000X
5 I 517-6822
6 418-10001
7 8
9 10
522-5431
563-9003
712-7000
802-110XX
848-341XX
4 DESCRIPTION
3 SS MINI SEPA RATOR - 14X25 - REAR POST MO UNT - OH - A RC H 2 712-7901/QTY.
1 STRAIN RELIEF CORD GRIP - PLA STIC - FOR 0.20 - 0. 472 1 10' LED POWER CORD FO R USE T8 LEDS W/ P/N 431-XXXXX 1
6' LED 2650 LUMENS T8 W/ INTEG RA TED DRIVER 1
ABS PLUG THREA DED 2 1
STEEL CO UPLING C OMPRESSION 3. 51N OD X 6IN 1
JIM CAP 31N
L3 A RCH FLA NGED FINA L A SSEMBLY - OH
712-7902/Q TY.
1 1
1 1
1 VACUUM HOSE KIT 1. 51N X 15FT - FO R DETAILS REFER TO INVO ICE 1 HOSE VACUUM 31N - FOR DETAILS REFER TO INVO ICE 1
NO TES: UNLESS O THERWISE SPEC IFIED

1. CO LORS AND ACC ESSORIES REFLECTED ARE FOR REPRESENTATION PURPO SES ONLY.

REFER TO INVO ICE FOR SPECIFIC REQ UIREMENTS.
5 P �
z
96"
23"
4 3
L3 BASE PLATE
V
W
0 0
z
0 z
LO -
2 2
1 888-628 .8682
LL
z
J
CO
2 W
C/)o
Qrt
ZQ
LL c4
Co_
wa
QZ
_ (
DG
DESCRIPTION:

F
E
0 a
A
00 6
5 4
8 GENERA L STRUCTURA L NOTES:

CODE:

INTER NAT IONA L BUILDING CODE, 2018 EDITION.

LO ADS:

SEISM IC: NO T CR ITICA L.

WIND : 115 -M PH (EXP. C)
FABR IC D EAD LO AD: 1- PSF
ROOF LIVE LO AD: 5-PSF
FOUNDATIO NS:

SEE SO ILS REPO RT BY : N OVA GEOTECHNICA L, G. 17- 152 DESIGN S OIL BEA RING PRESSURE: 2500 PSF

FOOTINGS SHA LL BEAR ON FIRM, UN DISTURBED SO IL
CONCRETE:

MINIM UM 28 DAY STRENG TH TO BE 3000 PSI
M AXIMUM SLUMP: 5 IN. TYPE II -V

MECH ANICALLY V IBRA TE ALL CONCRETE WHEN PLACED
R EINFOR CING :

ASTM A- 615 G RADE 60 (Fy = 60 KSI)
CLEAR CONCRETE CO VERAGE AS FOLLOWS:

CAST AGAINST EARTH 3 IN
STRUC TURA L STEEL:

FABRICATED AND ROLLED SHAPES U.N. O. A STM A36 (Fy = 36 KSI) ROUND HSS .. ASTM A500 (Fy = 42 KSI)
PIPE. A STM A 53 G R. '8'
D ETA ILIN G.FA BRICATION AND CON STRUCTION PER LA TEST AISC M ANUAL

FINISH PER SO NNY'S
ANCHO R BOLTS TO BE ASTM A36 EQ UIV. OR F1554-36
P IP E FLA NGE BO LTS TO 6E GRA DE 5 EQUAL
WELDING:

PER LATEST AWS STANDARDS BY CERTIFIED WELDERS
USE E70 SER IES UNLE SS NO TED O THERWISE
DISCLAIM ER:

TH E IN FOR MATION ON TH IS PAGE H AS BEEN DES IG NED AND ANALYZ ED BYA STRUCTUR AL E NG INE ER . HOWE VER , TH IS INFOR MATION IS PR OVIDE D FOR R EFERENC E ON LY.

S TRUC TURA L E NG INEER ING SHOU LD BE CO MPLETED BYA

LICEN SED STRUC TURA L EN GIN EER IN THE MUN ICIPALITY OF THE JOB SITE.

THIS IN FORMATION IS NO T TO BE U SED ON OTH ER P ROJEC TS WITH OU T OUR CON SEN T.
(9)
(91
3116 ,
3116
3/16D 3/16.2
</1" GUSSET X4
(31 / (10)
(2)
MIN. 5'-0"
11 (51
14)

3.00" CLR.
2'-0 " DIA.
3- MIN .
8- MAX.

C ANO PY TO BE OF A SO LID
MA TERIAL MAX. SPAC IN G OF
A RMS 13' -01'
SEE SO NNY'S DRA WINGS FOR All

SITE INFORMATION, LAYOUTS, EXACT

DIM ENSIONS AND ALL VACUUM
DETAILS.

NOTES:

1. HSS4 .500"0 x.188" C OLU MN

2. W STEEL BASE PL ATE 12"x12 " WITH (4)14" 0 HEAVY
HEX A3 .6 B OLTS W/ 10" MIN. EMBED . USE 0 .188 "

PLATE WASHERS

3. %" STEEL STIFFENER PLATES

4. CONCRETE FOUNDATION

5. (6) #5 VERTICALS W/ #3 CL OSED TIES Q 12 " 0.C.

AND (2) TIES @ T OP

6. HSS3.500 "G x .188 " ARCH AR M OR ALT. 3 '0 STD
PIPE (3 .5 " O.D .)

7. HSS2.375" 0 x .125 ' UPPE R ARM OR ALT. 2' 0 STD
PI PE (2.375 ' O.D.)

8. G" MIN. STEEL PIPE CLA MP W1 (8) W GR . 8 BOLTS

9. 3 "x7" WIDE ACCESS HOLES PER SONNY'S

DRAWIN GS
10 . GRADE OR P AVIN G
8 7
6 4
3 E
D
c
B
A
01 STRUCTURE / ALL METAL PARTS
Cyclonic 3in Hose
OHS
Trash Can / Lid
■ Black
a Gre y
■ Blu e
• Red
e Oran ge
Ye llow
t- Lime G reen
• Green

L -SERIES A RCH COLOR CHART
(L1 M ODEL SHOWN FOR REFERENCE ONLY)
• Black (Black 2 2X) *
• Autovac Silver
❑ White (PMS 705)*
Ye llow (Pro cess Yellow) *
■ Green (PMS 349)*
■ Blue (Reflex Blue)`
• Red (PMS 185)*
Custom PMS *
■ Black
• Grey
• Dark Blu e
• Blue
■ Gree n
_- Yellow
• Orange
■ Red
Square Bucket
A0111
L
• Black
✓ Grey
■ Dark Blue
■ Blue
• Green
Yellow
✓ Orang e
• Red
Vacuum Hose
ormoA ■ Black
■ Gr ey
■ Blue
it Red
■ Ora nge
ti;, Yell ow
`110 d Lime Gr een
• Green
NO TES:

1. Colors se lected above and, in links may not represe nt ac tual co lo r due to va riations in comput er mo nit or settings.

2. All ite ms sho wn may no t be quoted. Plea se re fer to o rigina l invo ice a nd/o r contact y our Autov ac s al es r epr ese ntati ve.

3. Any change s / in formation no te d on this form mu st match c urrent invo ice. If not , a change order will need to be proce sse d7a s co st vary d epe nd ing on se le ctions.

Co il Air Ho se
Nozzl e / Holst er
'41f
• Black
• Blue
• Red
Yellow
• Green
Instructi ons:

Pl ease circle the s el ect ed col or b ox in ea ch
option that applies to your pr oject .
y 3a
C
C> 0
L 71 a
m

CLIENT APPROVAL
SI GNATURE:
d
z
PROJECT NO.:

X
X
X
N
ti
01 I 1 1
J
J\ /�01
/ \ 6" X 3" FITTING
000 (
�`1
2 5
3 6

A SSEMBLY W/ REDUCER
441/
♦
3 7
tn
g E
V 7
>
��
ii
/A 3" X 3" FITTING

ASSEMBLY

W/ CLEA NOUT
A 4" X 3" FITTING ASSEMBLY
2 00
4 ',~
5 W/ REDUCER

o
�/
2 6

83E
'4
5 i
Z
em

DESCRIPTIO N
QTY.

ITEM NO.

PART NUMBER

DESCRIPTION
O TY.

ITEM NO .

PART NUMBER

DES CRIPTION
QTY
ITEM NO.

PART NUM BER
1 522-5431
STEEL COUPLING C OMPRESSION 3 .5114 OD X 61 11
1 DESCRIPTI ON:

MANIF OLD FITTING ASSE MBLIES TEMPLATE -

ALU MINU M & COMPRESSI ON - DIRECT GATE VALVE
-
STEEL COUPLING COM PRESSION 3. 5114 00 X 61N
3 1
522-5431
STEEL COUPLING COM PRESSION 3.5114 OD X 61N
1 2
522.5441
STEEL COUPLING CO MPRESSION 4.51N OD X 61N
1 1
522-5431
COUPLING COM PRESSION 4.51N OD X 61N
2 3
522-5461
STEEL COU PLIN G COMPRESSION 6 .6251N OD X 61N
2 2
522-5441
STEEL
2 543. 0033
STEEL CA P STR 3. 51N
1 3
551-6243
ALUMINUM TY 90DEG STRAIG HT ENDS 4.5X3. 5
1 4
551-6263
ALUMINU M TY 90DEG STRAIGHT EN DS 6.625X3 .5
1 3
551-6233
ALUMINUM TY 90D EG STRAIGHT ENDS 3. 5X3. 5
1 4
555.0234
ALUMINUM REDUCER STRAIGHT 4. 5X3.5
1 5
555-0246
ALU MINUM RE DUCER STRAI GHT 6.625X4 .5
1 4
842-14001
GA TE V ALVE 3114
1 5
842-14001
GATE V ALV E 3111
1 6
842-14001
GATE VALVE 3114
1 5
952-316207
A LUM INUM TUBE 6063-T1 3.5DIA
(SEE VA CUU M AREA FOR OTY. TOTA L)
N /A
6 952-316207

ALUMINUM TUBE 6063-T, 3. 501A
(SEE VACUUM A REA FOR QTY. TOTAL)/�
N/A
7 952-316207
ALUMINUM TUBE 6063-T1 3 .5 DI A
(SEE VACUUM AREA FOR QTY. TOT AL)
N/A
/ \ 6" X 3"
tx �I,x.
2 �I

4 FITTING ASSE MBLY
3 I
2 /1\ 3" X 3"
t• -•T-
1 1
3 FITTING ASSEM BLY
2 �I 1
�--
'-"
Lu\ 4" X 3" FITTING
0001
2 ��
4 ASSEM BLY
3 00 0
I
2 5
P ART NU MBER:

ITEM NO,

PAR T NUM BER

DESCRIPTION
Q TY.

ITEM NO.

PA RT N UMBER

DES CRIPTI ON '
QT Y.

I TEM N O.

P ART NU MBER

DE SCRIPTIO N
QTY.

3.51N OD X 61N
3 1
522-5431
STEEL COUPLI NG COMPRESSIO N 3 .5114 OD X 61N
1 1
522-5431
STEEL COUPLING CO MPRESSI ON 3 .5114 OD X 6114
1 1
522-5431

STEEL COU PLING COM PR ESSIO N
2 522-5441
STEEL COUPLI NG CO MPRESSION 4.5114 OD X 61N
2 2
622 5461
STEEL C OUPLING COMPRESSION 6.625114 OD X 61N
2 2
557-6233
ALUM INUM TY 900EG STRA IGHT ENDS 3.5X3. 5
1 3
551.6243
ALU MINU M TY 900EG STRAIGH T E NDS 4 .5X3.5
1 3
551 -6263
ALU MINU M TY 9006 0 STRAIGHT ENDS 6.625X3.5
1 3
842-14001
GATE VALVE 3114
14 842-14001
GATE VALVE 384
1 4
842-14001
GATE VALVE 3114
1 4
952-316207
ALUM INUM TUBE 6063-T1 3. 501A
(SEE VAC UUM A REA FO R Q TY. TO TAL)(SEE
N/A
5 952-316207
ALU MINU M TUBE 6063- 71 3 .5 01 A
VACUUM ARE A F OR QTY . T OTAL)
N/A
5 952-316207
ALUMINU M TUBE 6063.77 3.501 A
(SEE V ACUUM ARE A FOR QTY . T OTAL)
NIA
i
a
7 6
5 4
3 2
F
E
0 c
B
A
01 I 1 I

VACUUM PLUMBING DETA ILS
i s onny's ua rwas n
�IVa cuums

OVERHEAD PIPING

DIRECTIO N OF FLOW

VA CUUM
ARCH,

FLOW WITH MINI SEPA RATOR
- 411
FROM

VA CUUM EQUIPMENT
HOSES

!�
A

FROM V ACUUM MANIFO LD
I

DIRECTIO N

DIRECTION OF FLOW

OF FLOW
88 8628-8682
wv nv.autovadnc.00m
sates@autova ci nc.com
T
•
�.

FROM MINI SEPA RATOR DETAILA
's .5 .
m Z

UNDERGROUND PIPING DIRECTION OF FLO W

VA CUUM FLO W WITHOUT MINI SEPARATOR
DESC RIPTION:

VACUU M PLUMBING DET AILS
SIGNATURE & D AT E:
-41

DIRECTION OF FLOW

VA CUUM EQUIPMENT

PRIMA RY
q

SEPARATOR

FROM VACUUM M ANIFO LD
ale :;I
4 UNDERGROUND PIPE

FROM M INI SEPARA TOR

FROM HOSES
PART NUMBER:

NO TES: UN LESS O THERWISE SPECIFIED

ASWIN G

GATE VALVE DETAIL

C OMPRESSION COUPLING DETAIL
C HEC K VA LVES MUST BE INSTALLED LEVEL WTIH THE FLO OR A ND W ITH THE VALVES FLO W^- ^ ARRO WS PO INTING IN THE DIRECTION OF FLO W.
/ L• \ Y -FITTING S FOR CLEANO I TS MUST BE INSTA LLED WITH THE C LEAN OU1 POINTING UPWARD .

THE FOR PRO PER D EBRIS EXTRACTIO N.
��
n
�_ ! �\
i
- V' 4 -•4

Y -FITTINGS MUST BE PLACED LEV EL TO FLO OR
�V/
/\ GA TE VALV E MUST BE INSTA LLED WITH SILICON E (SUPPLIED BY O THERS) FOR PRO PER A DHESION '
A ND SEALING.

O
/5\ \ MAN IFO LD H EIGH T IS A DJUSTED AN D LEV ELED WITH THE V ERTICA L PIPE A TTATC HED TO THE GA TE VA LVE.
/6\ ALL CO MPRESSION CO UPUNG JO INTS MUST BE EVENLY SPA CED SO BOTH FITTINGS A RE CLAMPED [=7
SECURELY. TIG HTEN C OUPLER N UTS PARTIA LLY IN A UNIFORM MA NN ER TO ASSURE PROPER SEA TING OF THE INNER SLEEVE A ND GA SKET. FULLY TORQUE NUTS TO 65 FT LBS. ,
8 6
5 4
3 2
F
E
D
C
B
A
01:

8 7
6 F
E
D
B
IT EM NO.
8 TRASH CAN ASSEMBLY - WEIGHTED LID
r
20"
18"
O NLY O NE (1) UPPER QUICK RELEA SE BRACKET REQUIRED
FOR TRASH CAN. LOWER BRACKET IS FIXED TO STR UC TUR E.

P AR T NUM BER

D ESCRIPTION
Q TY.

SUB ASSY QU ICK RELEASE TRASH CAN BRACKET' 1
S TEEL WEIGHT - TRA SH CAN LID A SSEM BLY 1 1
SS QUICK RELASE BRA CKET ` 1
LO WER TRASH CAN BRACKET SUPPORT 1 1
TRASH CA N 30G A (REFER TO CO LOR CHART) 1 1

SQ UA RE BUCKET ASSEMBLY

13.5 "
12'
1 11. 5•

PAR T NUMBER

DESCRIPTION
7 2
3 1
789-0035
799-0042
882-000X (BUCKET SQU ARE 12X12X12 (REFER TO COLOR CHART)! 1 SS QUICK RELEASE BUCKET BRACKET 2 .0
SS Q UICK RELASE BRACKET r1
6 5

SS MA T HOLDER ASSEMBLY
88&628-8682
S
�m w
MAT H OLDER IS FIXED TO STRUCTURE .

QUICK RELEASE NOT AVAILABLE.

ITEM NO. PART NU MBER DESCRIPTION QTY .
1 1 789-2001 SS MA T HOLDE R ASSEMBLY

RECTANGULAR BUCKET ASSE MBLY

ITEM NO

P ART NUMBER
4 13 .5 "
12"
1 10.75'

19.5'
18"
16 .75"

DESCRIPTI ON
QTY.
789 .0035
799 -0042
SS QUICK RELEASE BUCKET BR ACKET 2.0
3 882-001X

SS QUICK RELASE BRACKET
BUCKET RECT ANGULAR 18X12X12 (REFER TO COL OR CHART) 1
3 2
0 v
zz
a
B
A
01 .

8 7
6 28
79 8.83
0 8.83

PDS - VERTICA L TOWEL BIN

2.25 2
0 0 0. 27 X4
66 2.25
®_n
0 0

1.08 3.80
NOTES: UNLESS OTHE RWISE SPECIFIED

7. T OTAL WEIGHT: 34.3 LBS .

2. C OL ORS AND DE CALS REFLECTED ARE FOR REPRESE NTATION PUR POSES ONLY . CON TACT YOUR AUTO V AC REPRESENT ATI VE F OR SPECIFI C RE QUIRE ME NTS.
8 7 6 5 I 4 3
2 1
PART NU MBER:

F
E
D
8 A
01:

8 7
5 4
3 2
ITEM NO.

PART NUMBER

DESC RIPTION
8041 0002/019.
804-10001/QTY
729-1001
2 729-1002
3 842-31001
4 84331002
5 6
843-31006
848-2110X
STEEL AIR -G UN HANG ER BRACKET - 4114 STA NCHIO N
STEEL AIR -G UN HANG ER BRAC KET - 61N STA NC HIO N

A IR BLO WG UN LEVER -C ONTROL - SA FETY TIP
A DAPTER PUSHIN 1/4NPT FEM ALE STUD STRAIGHT X 1/4 TUBE 00 848-31100-120
ADA PTER PUSH - IN 1/4NPT MA LE STUD STRAIGHT X 1/4 TUBE OD SELF -RETRACTING PO LYURETHANE HO SE 1/41N X 25F1 X 1/41N PO LYURETHA NE TUBE 1/400 -CLEA R - 120 IN
1 1
1 1
1 AIR GUN BLOWER KIT - 4IN POST AIR GUN BLOWER KIT - 6IN POST 804-10001 804-10002

10.375'

7.875'
'o
r

8. 03"
ci

10.53 '
-c ^
L
V
f!I
c 03
O >
g
� c
co
� m
°D S
0 05
NO TES AND WARNING S:

1. PER FEDERA L O SHA R EQUIREMENTS: AIR PRESSURE MUST NOT EXCEED 30 PSI F OR CLEANING PURP OSES .

2. DO NOT DIRECT TH E TIP OF THE AIR GUN AT THE FACE, EYES, OR ANY OTHER P ARTS OF THE HU MA N B ODY . SERIOUS INJURY OR DEATH MAY OCCUR.

3. DO NO T REM OV E, MODIFY, OR TAMPER WITH AIR GU N SAFETY TIP. 1T IS INSTALLED FOR YOUR SAFETY .

4. THIS PROD UC T IS NOT A T OY AND SHALL NOT BE ALLOWED TO BE OPER ATED BY CHILDREN .

5. SUPPLY ONLY CLEAN. DRY AIR TO THE BLOW GUN. A PA RTICUL ATE / OIL FIL TER, ALO NG WI TH AN AI R D RYE R A ND/ OR WAT ER SEP ARAT OR IS REC OMMENDED .

6. OVERALL HOSE LENGT H IS 25'. DO N OT OVE RTIGHTE N FI TTIN GS, DAMAGE MAY OCCUR .

7. EAC H KIT IS SUPPLIE D WIT H 10 ' OF 1/4 " OD POLYURETH ANE TUBE. 8 COLOR S AND ACCESS ORIES REFLEC TED ARE FOR REPRESENTATI ON PURP OSES ONLY . REFER TO INVOICE FOR SPECIFIC REQUIREME NTS.

9. TO COMPRESSED AIR MANIF OLD. MANIF OLD AND 114NPT AD APTER TO BE SUPPLIED BY OTHERS (55 0) 5 14 3 2
ae
W
g.W
F
E
D
C
B
A
011

8 7
6 5
4 3
2 1
F
E

UNDERGROUND

MA NIFOLD

TO ARCH
iii

UNDERGROUND M ANIFOLD TO POST
1 +
Li
Et
a =3
T V
l__J
s
N d
a o
N
F
E
35: IY e W
a Q

FLO OR LEVEL

FLOOR LEVEL
DESCRIPTI ON:

AIR GUN BL OWER KIT INSTALL C ONFI GUR ATIONS
PART NUMBER:
804-1000X
D
ELECTRICA L CONDUIT —J
COM PRESSED AIR MANIFO LD -7
I
ELEC TRICAL CONDUIT ----"—JJ
COM PRESSED A IR M ANIFOLD -"
D

OVERHEA D MANIFOLD TO ARCH

COM PRESSED

A IR M ANIFO LD

OVERHEAD MANIFOLD TO POST

ELECTRICAL

C ONDUIT
s
i

ELECTRICAL

CONDUIT

FLOOR LEVEL

COMPRESSED

AIR MANIF OLD
6 —

FLOOR LEVEL
A
A
l
8 17 1

6. I
5 1
4 I
3 I
2 1 01

6 S
4 3

SS BOTTLE HOLDER MOUNT - DO UBLE
799-0117

3.2"
NO TES: UNLESS OTHERWISE SPECIFIED

1. COLOR S REFLECTED A RE FO R REPRESEN TA TION PURPO SES O NLY. R EFER TO INVO ICE FO R SPECIFIC REQU IREM ENT S. 8 7
6 SS BOTTLE HOLDER MOUNT - TRIPLE
799-0069

3.2"
4 2
N
Ev
V
ri
E 8
co o
>
O
04 m
Q
X
X
X
O
O)
a)
r--
PART N UMBE R:

F
E
D
C
A
01;

5 5
4 3
2 883-002X EXPRESS NO ZZLE
( 28 TOTA L REQUIREMENTS)
12"
5 5
883-003X CREVICE TOOL
( 0 TOTAL REQUIREMENTS)

1.2 15. 5'
\f-
COLORS REFLECTED ARE FOR REPRESENT ATION PURPOSES ONLY.

REFER TO INVOICE FOR SPECIFIC REQUIREMENTS.
i a i
4 883-001X CLAW NOZZLE
( 0 TOTAL REQUIREMENTS)
3 2
z
O
z
z
01!

8 7
6 5
3 2

DESCRIPTION
PA RT NO.

LED TUBE T8 4' 15W / 1800 LUMENS
431-40003
LED TUBE RGBW 4' 15W / 1800 LUM ENS
431-40004
LED TUBE T8 6' 22W / 2650 LUMENS
431-60003
LED TUBE RG BW 6' 22W / 2650 LUMENS
431-60004
LED TUBE T8 8' 30W / 3600 LUMENS 431-80003
LED TUBE RBGW 8' 30W / 3600 LUMENS 431-80004

INSTALLATION INSTRUCTIONS
LED TUBE FOR IND OOR A ND O UTDOOR AP PLICATIONS, INCLUD ING WET ENVIRO NMEN TS .

INSTALL LED TUBE INTO M OUNTING CO LLARS WITH SUPPLIED HARDWARE. DO NOT FULLY TIGHTEN UNTIL THE LED TUBE IS CENTERED ON THE ARCH.

TIGHTEN MOU NTING CO LLA RS UNTIL THE LED TUBE IS SECURE. DO NOT OVERTIGHTEN.

O VERTHIGHTENING MAY BREA K THE LED TUBE AND VO ID THE WARRA NTY.

CO NNECT POWER CABLE TO LED TUBE. IF REQUIRED , REMO VE TWO -PRO NG PLUG.

OVERHEAD ELECTRICAL HOOKUP: FEED CA BLE THRU CO NDUIT, THEN FISH THRU TWO HOLES ON PO ST. CONNECT TO " JUNCTIO N BOX ON BACK SIDE OF POST.

UNDERG RO UND ELECTRICAL HOO KUP: PRIOR TO ARCH INSTALLATION; RUN TWO SEPARATE ELECTRICA L LINES UP POST AND O UT THE TO P. PLACE ARCH IN

POSITION FOR INSTA LL AND FEED ONE LEADER CABLE THROUGH FRONT HOLE ON ARCH POST THEN SECO ND LEADER CABLE THRO UG H REAR ARCH POST HO LE.

CUT JUM PER CABLE TO DESIRED LENGTH AND CONNECT TO ` JUNCTION BOX.

CONNECT (2X) LEADER CABLE TO * ELECTRICAL JUNCTION BOX. REFER TO

RGB LED TUBE REQUIRE SUPPLEMEN TA L INSTRUCTIO NS FOR THE LIG HTINING CONTROL A PPLICATION TO BE INSTALLED ON YOUR PHONE DEVICE.

NO TES: UNLESS OTHERWISE SPECIFIED
A -SERIES VA CUUM AR CH SHOWN FOR REFER ENCE. ALL OTH ER A RCH STRUCTURES APPLY THE SAM E.

SUGGESTED ELECTRICAL CO NDUIT AND AIR LINE INSTALLA TIO N FO R O VERHEAD HOOKUP. FO R UNDERGROUND HOO KUP SEE INSTRUCTION STEP 3.

CONTINUO US CONDUIT RUN THROUGH ARCH PO ST TO ELECTRICAL CONN ECTION POIN T.
*ELECTRICAL JUNCTION BOX TO BE SUPPLIED BY OTHERS. FOLLO W LO CAL ELECTRICAL CO DES FOR PRO PER LO CATION A ND INSTA LLA TION.

LED TUBE

MOUNTING BRACKET

WITH HARDWARE

OVERHEAD HOOKUP

RIGID ELECTRICAL

CONDUIT TO NEXT LED

TUBE OR PO WER SOURCE
4 RIGID ELECTRICAL

COND UIT TO NEXT LED

TUBE OR TERMIN ATE
6 7
6 5

JUMPER C ABLE

UNDERGROUND HOOKUP

ELECTRICAL ELECTRICAL
CONDUIT 2 I i CONDUIT 1

COMPRESSED AIR LINE
(FO R REFERENCE ONLY)
ELECTRICAL CO NDUIT 2 TO

NEXT LE D OR TER MIN ATE
ELECTRICAL CONDUIT 1

TO NEX T LED OR P OWER
SOURCE
rc
O
a
C
"e
431-XXXXX
2 8
A

02. F
E
0 c
B
A
8 7 6
5 4

VACUUM EQUIPMENT DETA ILS
17,-r
NOTES: UN LESS OTHERWISE SPECIFIED
eo

1. A LL D IMENSIO NS TO BE FIELD VERIFIED

2. UNDERGRO UND PIPE TO BE SUPPLIED BY O THERS ISBO )

3. REFER TO INVO ICE FOR ELEC TRICAL REQ UIREMENTS

4. IF THE EQ UIPMEN T IS IN AN ENC LOSED ROOM, REFER TO VACUUM SYSTEM EQUIPMENT DESIGN NOTES UNDER DIS CL AIMER INF ORMATI ON

5. 30' X 30" DIRT BUCKET C LEARANC E

6. A VFD MO TOR CON TROL PAC KAG E IS HIGHLY RECO MMEN DED FOR EV ERY VA CUUM EQUIPMENT U NIT . UNITS WITHOUT A VFD M AY

EXPERIENCE OVERHEATING AND WILL REQUIRE A RELIEF VA LV E - C ONSULT FACTO RY FOR DETAILS 8 7
6 5
4 ITEM NO.'

PART NU MBE R

DESCRIPTIO N
CITY.

CLIENT APPROVAL
00 z'a
0 U
W
0 SI GN ATURE A ND DATE
214-784001
284-000001
284-000002
311-33501
513 .0066
522-5461
532-0066
551-4466
8 42-36001
952-325213
2 3
4 5
T URBINE 800 SERIES 40HP - 3 PHASE 60 Hz 208W230 V1480V - 8ST G

EX HAUST M UFFLER 61N
MUFFLER R AIN CAP 6114
2 2
2 1
2 SS FILTER SEPARATOR. 45X96 600 SERIES (3) IN - OUT
ABS CAP HUB 61 N
6 7
6 9
10 STEEL COUPLI NG CO MPRESSION 6 .625114 OD X 6114 17
5S NO -HUB COUPLI NG 61N
ALUMINU M ELB OW 90DE G ST RAI GHT E NDS 6.825
SWING CHECK VALVE 6114
6 8
2 3
ALU MI NUM TUBE 6063-T1 6.625DIA 12FT 0 .1091N
3 2
g LL
o° z
•
Ts to
> 0
CO
a)
3a
00 I-
01 0)
ym 0
win
1 CO
0 0.
a
F
E
D
C
A
02 8
7 6
5 4
3 2
A 4" OVERHEA D
3 5
2 FITTING
4 3

A SSEM BLY
2 �••>,j:ii: � 1
�1► �V
121 4
�J
2 A 6" 45° OVERHEAD FITT ING
3 4
1 2

ASSEMBLY
9 M• r,. r ;:_
g
!1
1 4•
1 3
A 6" UNDERGRO UND FITTING
2 _
'7•X:7-'11
4 �llli
�(t�
�t1

ASSEM BLY
5 O
6 3
rnSon ny's CarWash
dNa CUUMS
888 -628-8682
v nvw.aut ovaci nc.0 0m
sal es©aul ovacinc.com
V.- Z
DESCRIPTION:

SEP ARAT OR INLET FITTING ASSEMBLIES TE MPLATE
ITEM NO.

PART NUMBER

DES CRIPTI ON
QTY .

ITEM NO.

PAR T NUMBER

DESCRIPTIO N
QTY.
1 522-5431
STEEL COUPLING C OMPRESSION 3 .5114 OD X 6114
1 1
522.5441
STEEL CO UPLING COM PRESSION 4.5IN OD X 61N
1 ITEM N O.

PA RT NUM BER

D ESCRIPTION
OTY
2 522-5461
STEEL COUPLING COMPRESSIO N 6.625114 OD X 6114
2 2
522-5461
STEEL CO UPLIN G C OM PRESSION 6.6251N OD X 61N
4 1
522-5461

STEEL CO UPLING COMP RESSION

6.62511400 X 61N
5 3
532-0066
SS NO -HUB COUPLING 6114
1 3
551-4466
ALUM IN UM ELBO W 90DEG STRAIG HT ENDS 6.625
2 2
551.2466
ALUMINUM ELBOW 45DEG
STRAIGHT ENDS 6.625
1 4
543-0033
STEEL CAP STR 3 .5114
1 4
555-0246
ALUM INUM REDUCER STRAIGHT 6.625X4.5
1 3
551. 4466
ALUM INUM ELBO W 90DEG
STR AIG HT END S 6. 625
2 5
551-4466
ALUMINU M ELBOW 9013E13 STRAIGHT ENDS 6.625
1 5
952-325213
ALUM INUM TUB E 6063-T1 6. 625
(SEE V ACUUM EQUIPMEN T FO R QTY. TOTAL)
N/A
4 952.325213

A LU MINU M TUBE
(SEE VA CUUM EQUIPM ENT
606341 6.625
FOR QTY. TOTAL)
NIA
6 551. 6563
ALU MINUM WYE 4506 0 STRAI GHT EN DS 6 .625 X3 .5
1 A 6" O VERHEAD
a

FITTING
2 ASSEMBLY
i
1 n 4" UNDERGROUND FITTING
5 1
v
u

A SSEM BLY
6 2
7 -{ 3 �J 1
/ \ 6" 45° UNDER GR OUND FITTING ASSE MBLY
2 2
5 4
0l,
1 .ii
�I I�
1�
�.
6 2
-4 0
3 PART NUMBER:

ITEM NO.

PART NUMBER

DESCRIPTION
QTY.
1 522-5431
STEEL COUPLIN G C OMPRESSI ON 3.5114 OD X 61N
1 ITEM NO .

PART NUMBER

DESCRIPTI ON
QT Y.
2 522-5461
STEEL COUPLING COMPRESSION 6 .625114 OD X 6114
2 1
522.5431
STEEL COUPLIN G C OMPRESSI ON 3.51N OD X BIN
1 3
532-0044
SS NO -HUB COUPLING 4114
1 2

52.2.5461
STEEL COUPLING COMPRESSION 6.6251N OD X 6114
3 4
532-0066
SS NO -HUB C OUPLING 6114
1 3
532 -0066
SS NO -HUB C OUPLIN G 6114
1 ITEM NO .

PART NUMBER

DESCRIPTIO N
Q TY
5 543-0033
STEEL CAP ST R 3 .5114
1 4
543-0033
STEEL C AP ST R 3 .5114
1 1
522-5461
STEEL CO UPLING CO MPRESSIO N 6.6251N OD X 61N
4 6
551.4466
ALU MINU M ELBOW 90DEG STRAIGHT EN DS 6 .625
1 5
551.2466
ALUMINU M ELBOW 45DEG STRAI GHT EN DS 6.625
1 2
551.4466
ALUMINUM ELBOW 90DEG STRAIGHT ENDS 6. 625
2 7
551-6563
ALUMINU M WYE 45DEG STRAI GHT ENDS 6.625X3.5
1 6
551 .4466
ALU MI NUM ELBOW 90000 STRAI GHT EN OS 6.625
1 3
952-325213
A LUM INUM TUBE 6063 -Ti 6.625
(SEE VACUUM EQUIPM ENT FOR QTY TOTAL)
NIA
8 555-0246
ALUMINUM REDUCER STRAIGHT 6.625X4 .5
1 7
551 .6563
ALUMINUM WYE 45DEG STRAIGHT ENDS 6 .625X3.5
1 8
7 6
5 4
3 2
F
E
D
C
B
A
OZ

8 7
6 5
4 3
2 A 4" FITTINGS FOR SINGLE
1 F l' •Tj:ate
&
I
-PRO DUCER
4 3
I
/v\ 6" FITTINGS FOR MULTI
1 1
5 -PRODUCER
3 -0
2 /ct\ 6" FITTINGS FO R MULTI -PRODUCER
1 T�'r' 1 1
5 4 O
5 3
2 J sonnys carwasn
tVa cuums
688-628-6682
vnvw .aulova dnc.com
sales ©aut ov acinc.com
pZ
Q
DESCRIPTION:

SEP ARATO R OUTLET FITTING ASSEMBLIES TE MPLATE
ITEM NO.

PART NUM BER

DESCRIPTION
Q TY
ITEM NO .

PAR T N UMBER

DESCRIPTION
QTY.

ITEM NO.

PART NUM BER

DESC RIP TION
QTY.
1 522. 5441
STEEL CO UPLING CO MPRESSION 4.51N OD X 6IN
2 1
522.5461
STEEL COUPLING COM PRESSION 6.6251N 00 X 61N
3 1
2 3
522-5461
532-0066
551-4466
STEEL COUPLING C OMPRESSION 6 .6251N OD X 61N
SS NO -HUB C OUPLIN G 6IN
ALUMINUM ELB OW 90DEG STRAIGHT ENDS 6.625
5 1
2 2
522.5461
STEEL COUPLIN G COMP RESSIO N 6.6251N OD X 61N
1 3
532-0044
SS NO -HUB COUPLING 4IN
1 2
532-0066
SS NO -HUB CO UPLING 6IN
1 4
551-4444
ALUM INUM ELBO W 90DEG STRA IGHT EN DS 4.5
1 3
551-4166
ALUM INUM ELBOW 90DEG STRAIG HT ENDS 6.625
1 5
555-0248
ALUM INUM REDUCER STRA IGHT 6.625X4. 5
1 4
842-36001
SWING CHECK V ALV E 6IN
1 4
842. 36001
SWIN G CHECK VALVE 6I N
1 6
952-319210
A LU MIN UM TUBE 6063-T1 4.5DIA
(SEE VACUUM EQ UIPM ENT FOR Q TY . TOTA L)
N /A
5 952-325213
ALUMINUM TUBE 6063- T1 6. 625131-0
ISEE VACUUM EQUIPM ENT FOR QTY. TO TAL)
N/A
5 952-325213
ALU MINU M TUBE 6063-T1 6.625DIA
(SEE VACUUM EQUIPMENT FO R QTY. T OTAL)
NIA
/N\ 6" FITTINGS FOR
4 SINGLE
_
-PRODUCER
3?.>.
1 2
/P\ 6" FITTINGS FOR MULTI -PRODUCER
1 1
o.
3 4
5 1
2 /K\ 6" FITTINGS F OR MULTI -PRODUCER
1 c.
6 3
4 6
u
t
1 PART NU MBER:

ITEM N O.

PART NU MBE R
DESCRIPTION QTY .

ITEM NO .

PART NUMBER

DESCRIPTION
QT Y.
1 522-5461
STEEL COUPLIN G C OMPRESSIO N 6 .6251N 00 X 6IN 5
ITEM NO.

PART NUMBER
DESCRIPTIO N I QTY.
1 522-5461
STEEL COUPLING COMPRESSIO N 6.6251N OD X 61 N
4 2
532-0066
SS NO -HUB C OUPLIN G 6I N
1 1
522-5461
STEEL COUPLING COM PRESSION 6.6251N OD X 61N
2 2
532-0066
SS NO -HUB COUPLING 61N
1 3
551-2468
ALUMINUM ELBOW 450EG STRAIG HT ENDS 6 .625
1 2
532-0066
SS NO -HU B COU PLING 684
1 3
551-4466
ALU MINUM ELB OW 90DE G STRAIGHT ENDS 6 .625
2 4
551-4466
ALU MI NUM EL BOW 90 08 0 STRAI GHT ENDS 6.625
1 3
551-4466
ALUM INUM ELBOW 90DEG STRAIGHT ENDS 6. 625 1 1
4 1 842-36001
SWING CHECK VALVE 6IN
1 5
842-36001
SWING CHECK VALVE 6IN
1 4
952-325213
ALUMINU M TUBE 6063-T 1 6. 62501-0 NIA
(SEE VACUUM EQUIPMENT FO R Q TY. TOTA L)
5 952-325213
ALUMI NUM T UBE 6063 -T1 6.625131 -0
(SEE V ACUU M EQUIP MENT F OR QTY. TOTAL)
NM
6 952 .325213
ALUMIN UM T UBE 6063- T1 6.625 01 A
(SEE V ACUU M EQUIP MENT F OR QT Y. T OTAL)
NIA
7 6
5 4
3 2
F
E
0 c
8 A
02:

8 7 6 5 4 3 2 1

2._9.
-4 3

VACUUM EQUIPMENT ELECTRICAL DETA ILS

1._5.

I
1`11"

TRANSDUCE R

C ONDUI T

ELECTRICAL
C OND UI 1

COND UITS TO VFD

LOC ATION (TBD)
NOTES: UNLESS OTHERWISE SPEC IFIED

1. A LL DIMEN SIONS TO BE FIELD VERIFIED: PROV IDED MEASURMENTS A RE FOR REFERENCE ONLY

2. C ONDUIT TO BE SUPPLIED BY OTHERS (SBO )

3. REFER TO INVO ICE FO R. ELECTRICA L REQ UIREMEN TS

4. IF THE EQ UIPM ENT IS IN AN ENCLO SED ROOM. REFER TO VACUUM SYSTEM EQUIPMEN T DESIGN NOTES UNDER DIS CL AIMER INF OR MATI ON S. RECO MMENDED TURBINE MO TO R CON DUIT LO CATIO N

6. RECOMMENDED TRAN SDUC ER CONDUIT LOC ATIO N

7. VFD UNITS C OME STA NDA RD WITH 12' OF TRANSDUCER CA BLE - AD DITIONAL CABLE CAN BE PURCHASED IF RE QUIRED (403-10002) 8 7
6 5 4
3 2
B88-628-8682
1-
IIJ.

W
a
X
-J
Q
.1.W
C4 CI
OQ
1-
<
ce
Q
p.

WW
C/)J
LnW
X
40 O)
0 pz
F
E
D
c
A
02 INSTALLATIO N INSTRUCTIONS

TRANSDUCER INSTALLATION INSTRUCTIONS

INSTALL THE THREA DED A DAPTER INTO
THE TRANSD UCER. NEXT, INSTALL THE

TRANSDUCER/ADAPTER INTO THE

FILTER SEPARATOR WITH TEFLON
TAPE. LASTLY, INSTALL THE

TRANDSDUCER CABLE INTO THE
TRANDSDUCER.

1. HAND TIGHTEN TO LOCK (DO NO T

USE POWER OR PNEUMA TIC
TOO LS). THEN SNUG WITH
WRENCH.

2. ENSURE THE GROOV E IS

PRO PERLY LINED UP ON THE

TRANSDUCER AND TRANSDUCER
CAB LE BEFORE INSERTING.
ry ROUTE TRANSDUCER CABLE TO

VA CUUM IQ (VFD)

1. ROUTE CA BLE IN 3/4" CONDUIT AT
A MINIM UM DISTA NC E OF 12"
FROM HIG H VOLTAG E CABLES.
(CO NDUIT SUPPLIED BY OTHERS)

IDENTIFY WHICH TRA NSD UC ER IS
�PROVIDED.
1 \ " TURCK" WILL BE PRINTED ON THE

SIDE AND WILL BE PRO VIDED
n WITH A YELLOW CABLE END.
/2\ "IFM" WILL BE PRINTED ON THE

SIDE AND WILL BE PROVIDED
WITH AN O RANGE CABLE END.

USE THE TABLE BELOW TO IDENTIFY

WHICH WIRES WILL CORRESPOND TO
THE DESIGNATED TERMINAL.
5 WIRE THE TRANSDUCER CABLE INTO

THE TERMINAL BLOCK LO CA TED INSID E

THE VACUUM IQ (VFD)

TRANSDUCER TYPE

WIRE COLOR

TERM INAL
Q1 TURC K
(YELLOW)
BLUE
SD
BROWN
BLACK
WH ITE
BROWN
BLACK
BLUE
5 NOT US ED
IFM
(O RANGE)
SD

NOT USED

THREADED ADAPTER
(G114 TO 118NPT )

TRANSDUCER

TRAN SDUC ER CABLE
12' CLEARANCE
MIN. DISTA NC E

TRANSDUCER

CONDUIT
CONDU ITS TO VACUUM 10 (VFD)

VACUUM ICI (VFD)

TRANSDUCER CABLE

ELECTRICAL

CONDUIT

FIL TE R SEPARAT OR
A9
z
Q
DESCRIPTION:

TRANSDUCER INSTALLATION INSTRUCTIONS
PART NUMBER:
02,

8 6
5 4 3 2
7 ELECTRICAL CONDUIT TWO

SIDE BY SIDE, ONE FOR

POW ER TO MOTOR DISCONNECT

AND ONE FOR CONTROL WIRES
TO VFD.

VARIABLE FREQUENCY DRIVE

CUSTOMER SUPPLIED

BREAKER PANEL
MO O

VFD TRANSDUCER IN

FILTER SEPARATOR

ELECTRICAL UTILITY ROOM

ELECTRICAL CONDUIT TWO

SIDE BY SIDE, ONE FOR POW ER

TO MOTOR AND W IRES BACK TO
VFD FROM ON/OFF SWT. AND ONE

FOR CONTROL WIRES TO VFD FROM
TRANSDUCER.

VARIABLE FREQUENCY DRIVE
DISCONNECT NEMA-1

CUSTOMER SUPPLIED

BREAKER PANEL
VACUUM —>
AWL

ELECTRICAL UTILITY ROOM
DISCONNECT NEMA-3 TO MOTOR

VFD TRANSDUCER IN

FILTER SEPARATOR
VACUUM

TURBINE VACUUM PRODUCER

AND ELECTRIC MOTOR

FILTER SEPARATOR

ON AND OFF SWITCH

AT SYSTEM

TURBINE VACUUM PRODUCER

AND ELECTRIC MOTOR

FILTER SEPARATOR
6 3
2 m W
F
E
D
8 A
02 0
0 r
/
r
1 4-
r �
4-
-5
r
l
r
30"

UL TERMINAL TORQUES
0UCP CIRCUIT BREAKERS
RATING

WIRE SIZE
IDROUE
15A
14-10 AWG
35 LB -1N
358
8 A100
40 LB -1N
50A
6-4 AWG
45 lB-15
10A
100A
3-4/5 AWG
50 L8-16
250A
4004
4-250 14001
275 18-15
000A

FUSED DISCONNECTS

RATING TCROUE
30A 17 19-1N
60A I 17 L8-15
1004 1 180 18-15
200A
375 LB -16
400A
500 L6-16
NON -FUSED D15CONNNECTS
RATING
T0R0UE
60A
15 L8 -1N
1004
55 18-15
22OOA
375 LB -15
4COA.
500 LB -IN

WIRE TERMINALS
TYPE
TORQUE
SAK4
9 LB -15
5AK6
14 LB -1N
SAKIO
18 LB -1N
SAK16
21 LB -15
SH435
44 LB -IN

POWER DISTRIBUTOR BLOCKS
WIRE 512E
TORQUE
2/0-3 4WD
120 LB -1N
350-550 I'ICI8
375 L8 -1N

ENCLOSJRE (NERIA I
VENTED A� I44065
25-LIAR«21

AS BUILT
D 05 -MAR -21
REV. DATE
ORIGINAL DRAWING ISSUE - WEIGHT 105.

DESCRIPTION
GONAcn YIRWM1 vd0Z,
480-4307
PLANT
TITLE 2X4OHP 460VAC VFD PACKAGE
AutoVac Industrial Vacuum & Air Systems
(888) 628-8682
selesgautovaclnc.com
Sonny's CarWash
Vacuums
by

SUBTITLE GENERAL ARRANGEMENT
SCALE 1/8 DRAWN
DATE 05 —MAR -2i CHECKED
LHK
1306180 200
1 860/.3/60
TOP
EN1RT CB

1.1 M15A
8125T3L
L2 �\
13 %1
Grip 080
0 SD
Fu11-13
JOL60
FU21-23
JDL60
.HI —II^
R lU
S
VFD 1
FR -1840-00620
BOTTOM
ENTRY
1T1
U --- 5
112 �I.10TOR,
0 —c—'k 40
ITS •
HP
Oi —
II FU102-103
NCTRO.3
480 VAC
No
D>
STOP D> START
STOP — • STF
SOP
$TF
57 4-20mA
1 PRESSURE 1

TRANSDUCER
5 1
H Ai
81 SET ouu.E118
95104
CI
H
SET A...015158
2 CND
186105
C2
5908,11m"
� C
1 r02 I ••
FR -F840-00620
>
SD
BOTTOM
ENTRY
21'1
0 2T2
203
CND
60TOR2}
40 NP

DRTVE CONNECTION TERMNAL
888
• DEVICE CONNECTION TERMINAL -------
0 TERMINAL NOT FOR CUSTOMER CONNEC110N-
088

O TERMINAL FOR CUSTOMER CONNECTION

LOCAIEO ON ENCLOSURE DOOR
I> LOCATED INSIDE ENCLOSURE
R> LOCATED REMOTE FROM ENCLOSURE
C> LOCATED 18 RESISTOR CAGE

ARROW SUPPLIED ENCLOSURE WIRING

CUSIOMER SUPPLIED ENCLOSURE WIRING

ARROW SUPPLIED FIELD WIRING
------- CUSTOMER SUPPLIED FIELD WIRING
46E11.0'

SUPPLIED PLC OUTPUT
o--�y� row
,n�,1 � SUPPLIED PLC INPUT
--lb6 s''"a1 2.
e--,F�1-a��s CUSTOMER PLC OUTPUT
u1
ruT ttscmcr-N

CUSTOMER PLC INPUT

ENCLOSURE
ran whew
NEMA1
VENTED.A. I NONE.""‘"
36 30
8 25 -MAR -21
05 -MAR -21
w"••• AS 8UILT

ORIGINAL DRAWING ISSUE
0 REV.

DATE

DESCRIPTION
:u5I0Y[R 0485
01180,901551111955508015
480-4307
PLANT
A,otoVac Industrial Vacuum & Air Systems
(888) 628-8682
[email protected]
Sonny's CarWash
VacuubY ms
TITLE 2x40HP 460VAC VFO PACKAGE
SUBTITLE FABRICATION DRAWING 1 OF 1

SCALE NONE IDRAWN LHK
DATE 05 -MAR -21

CHECKED
Ow+6W xuMw
B06180 201

DUDEK

MAIN OFFICE
605 THIRD STREET
ENCINITAS, CALIFORNIA 92024
T 800.450.1818 F 760.632.0164

MEMORANDUM
To: Jack Pakravan & Leon Ahdoot, KPAK Group LLC/Valley Corner LLC From: Amanda Meroux, EIT, Assistant Transportation Engineer Dennis Pascua, Transportation Services Manager
Subject: BelComp Express Car Wash Traffic On -Site Queuing Analysis Date: September 29, 2023
cc: Rhea Dietz, Pacific Sun Investment
Attachment(s): Figures 1-3
Attachment A - Observational Data
Attachment B - Time of Day Distributions
Attachment C - Queuing Worksheets
Attachment D - Roadway Segment Average Daily Traffic Counts This technical memorandum provides an on -site queuing analysis for the BelComp Express Car Wash (proposed project) located at 14755 Bellflower Boulevard in the City of Bellflower (City), on the northeast corner of Blaine Avenue/Somerset Boulevard. The purpose of this on -site queuing analysis is to determine whether on -site queues generated by car wash patrons would impact on -site circulation, as well as traffic operations at the project driveways on Bellflower Boulevard and Blaine Avenue. This queuing analysis is based on queue theory and uses the standard classification system referred to as "Kendall Notation", which provides assumptions related to arrival and departure characteristics, as well as the discipline of the queue. In addition, this analysis includes observations of queues and operations at two similar existing express car washes in California, as well as a roadway segment level of service analysis of Blaine Avenue, north of Somerset Boulevard (at the project driveways).

Project Description
The project site plan is shown in Figure 1. The proposed project would convert the existing full -service car wash on site to an express car wash with 14 vacuum stalls and two pay kiosks. In addition, the project is proposing to close one of two existing driveways on Bellflower Boulevard, close the driveway on Somerset Boulevard, and replace the existing 26 -foot driveway on Blaine Avenue with 15 -foot outbound only driveway.

Based on information provided by the applicant, the proposed project would serve approximately 450 cars per day at approximately 40 cars per hour. The days and hours of operation of the express car wash are seven days a week, from 8:00 a.m. to 7:00 p.m. There would be one employee on -site per shift that would manage and monitor car wash operations.

MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR WASH TRAFFIC ON-SI I E QUEUING ANALYSIS Project Trip Generation
Weekday and Saturday (weekend) project trip generation estimates were determined based on Institute of Transportation Engineers (ITE) Trip Generation Manual, llth Edition (2021) trip rates for ITE Code 948 (Automated Car Wash) and are provided in Tables 3 and 4. It should be noted that the ITE rates for car washes include small sample sizes (less than three studies) and incomplete data (see Table 1 and 2 notes). These rates are primarily included as a comparison to projected operational information provided by the applicant.

Table 1. Weekday Trip Generation Summary
Land Use
ITE
Code
Size/
Units
Daily
Trip Rates1
Automated Car Wash2 1 948 1 per CWT 1 —
AM Peak Hour
In
PM Peak Hour
Out Total In
Out Total
1 — 138.75138.75177.50
Trip Generation
BelComp Car Wash
948
1 CWT
39 39
78 BelComp Car Wash
—3
1 CWT
40 40
80 Notes: CWT = car wash tunnel
1 Trip rates from Trip Generation, llth Edition, Institute of Transportation Engineers (ITE), 2021. 2 ITE Trip Generation does not provide weekday daily and AM rates for the Automated Care Wash (ITE 948). 3 Trip generation data provided by applicant.

Table 2. Saturday Trip Generation Summary
Land Use
Trip Rates1
Automated Car Wash2
Trip Generation
BelComp Car Wash
ITE Code
Size/Units
948 1 per CWT 1
948
1 CWT
Daily
Peak Hour of Generator
In
Out
Total

18.86 1 22.14 1 41.00
19 22
41 BelComp Car Wash
-3
1 CWT
40 40
80 Notes: CWT = car wash tunnel
1 Trip rates from Trip Generation, llth Edition, Institute of Transportation Engineers (ITE), 2021. 2 ITE Trip Generation does not provide weekday daily and AM rates for the Automated Care Wash (ITE 948). 3 Trip generation data provided by applicant.

As shown in the tables above, using rates from the ITE Trip Generation manual would result in a slightly lower weekday and Saturday peak hour trip generation (39 cars and 20 cars, respectively) than the number of vehicles served in the peak hour provided by the applicant (40 cars during the weekday and Saturday - weekend).

Data Observation
As shown in the tables above, the daily and peak hour operational estimates provided by the applicant are greater than those provided by ITE. However, as ITE sample sizes are low and the data collected in the 1990's and 2000's may not be representative of current express -style car washes, additional 15 -minute surveys were conducted at two existing DUDEK
13995
SEPTEMBER 2023
2 MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS express car wash locations (Soapy Joe's Car Wash in Oceanside, California, and Quick Quack Car Wash in Sacramento, California), in early July 2023 to determine an average trip generation rate during a peak operating time. Summaries of data collected at each car wash facility are provided in Attachment A. The 15 -minute count conducted at Soapy Joe's estimated 72 vehicles per hour (vph), and the count conducted at Quick Quack estimated 84 vph.

To determine approximate daily trip generation rates at each facility, the Time of Day (TOD) Hourly Distribution of Entering and Existing Vehicle Trips By Land Use appendix to the ITE Trip Generation Manual, 11th Edition (2021) was also utilized in this analysis. Attachment B provides a breakdown of total, inbound, and outbound vehicle trips throughout 24 hours at a Car Wash and Detail Center (ITE Code 949) as distributions for an Automated Car Wash (ITE Code 948) land use were not provided. Although the Automated Car Wash land use is used in this analysis for trip generation purposes, it can be assumed that similar car wash facilities follow similar TOD distribution patterns.

Additionally, applying the assumed daily trip generation of 450 inbound vehicles per day (vpd) to the ITE TOD distribution patterns, indicates that approximately 48 vph would enter the site at peak operating times, which is comparable to both the ITE trip generation rates and data provided by the applicant.

Additionally, as noted above, the observational data collected at the Soapy Joe's and Quick Quack car washes indicates that these facilities may generate more traffic than the rates provided by ITE. A summary of the peak hour entering and total daily volumes of the proposed project, Soapy Joe's, and Quick Quack car washes, is provided in Table 3 below.

Table 3. Summary of Peak Hour and Daily Car Wash Volumes Time Period
Daily (vpd)
Inbound Peak Hour (vph)
Proposed
BelComp Express
Car Wash
450
48 Soapy Joe's
Express Car
Wash
690
Quick Quack
Express Car
Wash
814
85 Average
(Soapy Joe's &
Quick Quack)
752
79 Source: Trip Generation Manual, 11th Edition, Institute of Transportation Engineers (ITE), 2021; Project Applicant 2022; Field Observations 2022.

Notes: vpd = vehicles per day; vph = vehicles per hour
As shown in the table and described above, the proposed project could generate more vehicle trips per day than provided by ITE trip generation rates and the applicant's estimated operational data. As such, an average of the observed Soapy Joe's and Quick Quack car wash inbound daily and peak hour vehicles, 752 vpd and 79 vph, respectively, are also included in this analysis.

DUDEK
13995
SEPTEMBER 2023
3 MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS Queuing Analysis
Methodology
This queuing analysis is based on queue theory, which provides assumptions related to arrival and departure characteristics, as well as the discipline of the queue. The following standard notation, referred to as "Kendall Notation"1, provides a description of the type of model used and its assumptions:
(a/b/c):(d/e/f)
where,
a = Input/arrival (interarrival) rate distribution
b = Output/departure (service) rate distribution
c = Number of parallel departure/service channels
d = Service discipline
e = maximum number of users allowed in the system
f = calling source (e.g., population)
The service discipline refers to the type of service provided (e.g., first-in/first-out; last-in/first-out; etc.). A first -in, first -out (FIFO) assumption is made throughout this analysis. Additionally, the maximum number of users allowed in the system, where the system refers to any vehicle being serviced or waiting to be serviced, as well as the calling source, are assumed to be infinite.

For the purposes of this analysis, arrivals are assumed to follow a Poisson distribution and departures are assumed to follow an exponential distribution, each represented by the letter "M". Although two pay stalls are provided prior to the tunnel entrance, service times at the pay booths do not serve as the limiting factor for vehicles to enter the wash tunnel; therefore, the car wash tunnel serves as one departure/service channel. As such, analysis of queuing characteristics associated with the proposed car wash are assumed to follow an "M/M/1:FIFO/oo/oo" queuing model, shortened to "M/M/1" as all remaining factors remain constant throughout this analysis.

Operation of the vacuum stalls were also analyzed in this study and are assumed to follow an M/M/s queuing model, where each stall represents one service channel. The project site provides 14 vacuum stalls, such that s = 14.

The following characteristics and measures of effectiveness (MOEs) are provided under the M/M/1 and M/M/s models:
• Probability of vehicles in the system
• Average length of queue (Lq)
• Average length of system (6)
• Average waiting time in the queue (Wq)
• Average waiting time in the system (Ws)
Source: Taha, Hamdy A. Operations research: an introduction. Vol 790. Pearson/Prentice Hall, 2011.

DUDEK
13995
SEPTEMBER 2023
4 MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS The length of vehicle queuing is the primary MOE discussed in this analysis to determine the adequacy of on- and off -site circulation. Other measures, along with variables than can be extrapolated from corresponding equations, can be calculated for other analysis purposes (e.g., cost effectiveness of wait times).

Analysis
The following provides a queuing analysis for both the car wash tunnel and vacuum stalls. Queuing worksheets are provided in Attachment C.

Car Wash Tunnel (M/M/1)
The car wash tunnel follows the M/M/1 queuing model, which is derived from the following equations2:

Po=1— = 1 — p
LS=Lq+µ
ral�, Pn = Po lµ1 = Po(on)
wa d µ(u —A)
where,
Po = Probability of 0 vehicles in the system
Pn = Probability of n vehicles in the system
A = average arrival rate in vehicles per unit time
p = average service/departure rate in vehicles per unit time p = traffic intensity factor (L/p < 1)
and Wq, Ws, Lq, LS as previously defined
A2 — Pz
L — —
9 µcµ —A) 1— P
wg LS — I
µ—A
The above equations assume that one vehicle is being served per service channel. As express car wash facilities serve multiple vehicles simultaneously (e.g., one vehicle is being rinsed, while another is soaped, etc.), and although a car wash may take 4 minutes (for example), the service time of the car wash is not 15 vph, but instead 15 vph across the number of vehicles concurrently being serviced. Additionally, a vehicle being serviced cannot exit the wash tunnel until the vehicle in front of them exits the wash tunnel. Therefore, this analysis assumes that departure rates from the wash tunnel, or the number of vehicles exiting the wash tunnel per unit time, serves as the most practical characteristic of the wash tunnel service capacity.

Additionally, as noted above, although two pay stalls are provided prior to the tunnel entrance, service times at the pay booths do not serve as the limiting factor for vehicles to enter the wash tunnel; therefore, the car wash tunnel serves as one departure/service channel.

Observational Car Wash Analysis
As noted in the trip generation discussion, two existing express car washes were observed to provide additional data for the purposes of this analysis. The findings and results related to both car washes are summarized in Table 4 below, and queuing worksheets are provided in Attachment C. 2 Source: Transportation and Land Development, ITE, 1988 DUDEKK
13995
SEPTEMBER 2023
5 MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS Departure rates at the wash tunnel exit were observed at the Quick Quack Car Wash to generate the service rates tabulated in Table 4 below, and to derive a factor to compare tunnel departure rates with vehicle wash times. These factors were calculated as follows, and raw observational data is included in Attachment A:

Departure time per vehicle (1/p) = 38 sec/veh
Departure time per vehicle (1/p)= 38 sec/veh *1 min/60 sec = 0.633 min/veh Departure rate (p) = (1/(0.633 min/veh)) *60 min/hr = 94.737 vph Average service time of one wash (1/pi) = 3.22 min/veh
Average service rate of one wash (pi) = 60 min/hr/(3.22 min/veh) =18.653 vph Operating Factor (Departure Rate per Service Rate) = 94.737 vph/18.653 vph = 5.08 Table 4. Observed Car Wash Queuing Analysis Summary (M/M/1) Location
Quick Quack
Car Wash
Sacramento
Soapy Joe's
Oceanside
Arrival
Rate (A)
85 72
Service
Rate (p)
95 761
Traffic
Intensity
(p)

0.895

0.947
Average
Number of
Customers in
Queue (Lq)

7.605

17.053
Average
Number of
Customers
in the
System (Ls)

8.5 18.0
Average
Waiting Time
in the Queue
(Wq)

0.089 (h)

5.37 (min)

0.237 (h)

14.21 (min)
Average
Time in the
System (Ws)

0.010 (h)

6.00 (min)

0.25 (h)

15.00 (min)
Source: Attachment A and C
Notes:
1 Observed departure rate from tunnel not conducted; Soapy Joe's indicates that their car washes average 3 to 5 minutes per wash.

Assuming an average wash rate of 4 minutes per vehicle (15 vph), and utilizing the Operating Factor of 5.08 noted above, 15*5.08 = 76 vph.

As shown in the table, the average number of vehicles in the system at the Quick Quack Car Wash averaged approximately 9 vehicles, and Soapy Joe's Car Wash averaged approximately 18 vehicles in the system. As previously discussed, the "system" refers to all vehicles currently being serviced or waiting in a queue.

Both facilities allow for 3 vehicles within the wash tunnel simultaneously, with 3 vehicles allowed to queue behind the tunnel entrance to the pay booths. Therefore, a systemwide queue length of 9 vehicles, as calculated for the Quick Quack Car Wash, would indicate that 1 vehicle is exiting the wash tunnel, 2 vehicles are currently being serviced within the tunnel, 3 vehicles are queued behind the tunnel to the pay booths, and 3 vehicles are waiting to pay or are currently paying. Similarly, a systemwide queue length of 18 vehicles, as calculated for the Soapy Joe's Car Wash, would indicate that 1 vehicle is exiting the wash tunnel, 2 vehicles are currently being serviced within the tunnel, 3 vehicles are queued behind the tunnel to the pay booths, and 12 vehicles are waiting to pay or are currently paying. These queue lengths are generally consistent with the field observations at these sites.

DUDEK
13995
SEPTEMBER 2023
6 MEMORANDUM
SUBJEC1: BELCOMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS BelComp Express Car Wash Analysis
The proposed conversion of the BelComp car wash to an express car wash would provide approximately 550 feet of on -site queueing, or approximately 22 vehicles, measured from the tunnel exit to Blaine Avenue. Table 5 presents the queuing analysis of the proposed project for the following scenarios:

1. BelComp Express Car Wash (A): queues based on applicant -provided operations of 450 vehicles per day at 40 vehicles per hour.

2. BelComp Express Car Wash (B): queues based on observed existing express car washes at an average of 752 vehicles per day at 79 vehicles per hour.

3. BelComp Express Car Wash (C): calculated number of vehicles per day and per hour based on maximum on -site queue storage of 550 feet (i.e., queue from driveway on Blaine Avenue to end of car wash tunnel).

Table 5. BelComp Car Wash Queuing Analysis Summary (M/M/1) Location
BelComp
Express (A)
BelComp
Express (B)
Arrival
Rate
(A)
482
Service
Rate
(u)1
793
BelComp 834
Express (C)
Source: Attachments A and C
Notes:
1 Assuming an average wash rate of 4.5 minutes per vehicle (17.143 vph), and utilizing the Operating Factor of 5.08 noted above,

17.143*5.08 = 87 vph.
2 Arrival rate of 48 vph assumed from the TOD distributions shown in Attachment B and based on a daily rate of 450 inbound vpd provided by BelComp Car Wash (applicant).
3 Alternative arrival rate of 79 is based on the average observation inbound peak hour rates provided in Table 3. e Maximum possible arrival rate such that vehicles do not extend to Blaine Avenue. 87 87
87 Traffic
Intensity
(p)

0.551

0.901

0.957
Average
Number of
Customers in
Queue (Lq)

0.68 8.24

21.05 Average
Number of
Customers in
the System
(L)

1.23 9.14

22.00 Average
Waiting Time
in the Queue
(Wq)

0.014 (h)

0.85 (min)

0.105 (h)

6.30 (min)

0.253 (h)

15.16 (min)
Average
Time in the
System
(Ws)

0.026 (h)

1.54 (min)

0.116 (h)

6.99 (min)

0.264 (h)

15.85 (min)
As shown in the table, the number of vehicles in the system at the BelComp Express Car Wash would average approximately 1 to 2 vehicles under an arrival rate of 48 vph, as derived from an average rate of 450 inbound vpd.

Compared to the observed facilities, BelComp would allow for 6 vehicles within the wash tunnel simultaneously, with 3 vehicles allowed to queue behind the tunnel entrance to the pay booths. Under these conditions, queuing would be nonexistent and fully accommodated by the wash tunnel as shown in Figure 2a.

Under a 79 vph arrival rate, the number of vehicles in the system at the BelComp Express Car Wash would average approximately 9 vehicles. Therefore, a systemwide queue length of 9 vehicles would be fully accommodated by the tunnel and stacking area from the tunnel entrance to the pay booth, as shown in Figure 2b.

The on -site systemwide queuing capacity is approximately 550 feet (-22 vehicles). As shown in the table, if arrival rates exceed 83 vph, assuming a service rate of 87 vph, vehicles would begin stacking onto Blaine Avenue.

DUDEK
13995
SEPTEMBER 2023
7 MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR WASH TRAFFIC ON -S11 E QUEUING ANALYSIS Vacuum Stalls (M/M/s)
The M/M/s queuing model is derived from the following equations2:

Lq — (s-1)!(sp-.1)
Po
[Ek=edk/1 s.,(N)5(sp-. )
1 ()SAP
L5=La+µ
Pn=Po forn s
Wq 2 V(41 2)
where,
Po = Probability of 0 vehicles in the system
Pn = Probability of n vehicles in the system
A = average arrival rate in vehicles per unit time
p = average service/departure rate in vehicles per unit time p = traffic utilization factor (A/sp< 1), where s = number of departure/service channels and Wq, Ws, Lq, Ls as previously defined
Ws=Wq+�
The above equations assume that one vehicle can be served per service channel at any given time. As only one vehicle can occupy a vacuum stall at one time, each stall is considered a service channel for the purposes of this analysis.

Observational Vacuum Stall Analysis
In addition to wash tunnel observation rates, service rates of the vacuum stalls at the Soapy Joe's Car Wash were also observed and are included in Attachment A. Vacuum stall service rates were not observed at the Quick Quack Car Wash.

Utilization of the vacuum stalls fluctuated heavily across the observational period, with some users drying and/or vacuuming their vehicles within 5 to 7 minutes, and some taking over 20 minutes. This resulted in an average 15 - minute service time per vehicle per stall. However, as this queuing model includes 14 service channels, and fluctuation of the observed user service time at each stall is high, an average of 15 -minute service times across all stalls may be too high. When stalls are full for too long (i.e., vehicles exiting the wash tunnel were unable to find an open vacuum stall and began queuing), an attendant was observed to manage the vehicles exiting the wash tunnel and the patrons at the vacuum stalls such that the system does not become "unstable", where queues would continue to form infinitely.

For the M/M/s model to be stable, the traffic utilization, p (ratio of arrival rates to service rates, multiplied by the number of service channels) must be less than 1. As shown in Table 6 below, traffic utilization is greater than 1 where the service rate is 4 vph. As such, a 10 -minute service time per vehicle per stall is also provided below to take into consideration attendants monitoring the vacuum stall area and moving vehicles out of the system when queues begin increasing faster than vehicles can be served.

DUDEK
13995
SEPTEMBER 2023
8 MEMORANDUM
SUBJECT. BELCOMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS Table 6. Observed Vacuum Stall Queuing Analysis Summary (M/M/s) Location
Number
of
Service
Channels
(s)
Arrival
Rate
Service
Rate (N)
Soapy 76 42
Joe's (A)
Soapy
Joe's (B)
Source: Attachments A & D
Notes:
1 Assumes the departure rate from the tunnel (see Table 4) equals the arrival rate to the vacuum stalls. 2 Service rate of 4 vph determined from the average service rate collected in observation (15 minutes per vehicle per stall). 3 Service rate of 6 vph determined assuming average service time may drop to 10 minutes per vehicle per stall when queue increases faster than vehicles can be served, and attendants are monitoring the vacuum stall area. 14 14
Traffic
Utilization
(p)

1.357

0.905
Average
Number of
Customers
in Queue
(Lq)

5.99 Average
Number of
Customers
in the
System (Ls)

18.66 Average
Waiting
Time in the
Queue (Wq)

0.079 (h)

4.73 (min)
Average
Time in
the
System
(Ws)

0.245 (h)

14.73 (min)
BelComp Vacuum Stall Analysis
The BelComp Express Car Wash would provide 14 (12ft x 20ft) vacuum stalls, with approximately 80 feet of available queue length from the car wash tunnel exit to the vacuum service area. An additional 150 feet of available queue length could be provided along the landscaped median. This area would be used to temporarily store vehicles that have exited the wash tunnel when the vacuum stalls are full. It should be noted that the applicant has indicated that signs stating that dry/vacuum times in the stalls will be limited to 5 minutes (12 vph) will be installed at each vacuum stall; however, additional service rates are analyzed in Table 7 for informational purposes only.

Table 7. BelComp Vacuum Stall Queuing Analysis Summary (M/M/s) Location
Number
of
Service Arrival
Channels Rate
(s) (A)1
Service
Rate (p)
Traffic
Utilization
(p)
Average
Number of
Customers
in Queue
(Lq)
Average
Number of
Customers
in the
System (Ls)
Average
Waiting
time in the
Queue (Wq)
Average
Time in
the
System
(Ws)
BelComp
(A)
14 87
42 1.554
—
—
—
—
BelComp
(B)
14 87
63 1.036
—
—
—
-
BelComp
(C)
14 87

6.73 0.984

9.98 23.03

0.115 (h)

6.89 (min)

0.26 (h)

15.89 (min)
BelComp
(D)
14 87
73 0.880

4.06 16.38

0.047 (h)

2.80 (min)

0.1898 (h)

11.30 (min)
BelComp
(E)
14 87

7.53 0.829 1.95

13.55 0.022 (h)

1.35 (min)

0.156 (h)

9.35 (min)
Source: Attachments A & D
Notes:
1 Assumes the departure rate from the tunnel (see Table 5) equals the arrival rate to the vacuum stalls. 2 Service rate of 4 vph determined from the average service rate collected for Soapy Joe's observation (15 minutes per vehicle per stall). 3 Service rate of 6 vph assumes an average service time of 10 minutes per vehicle per stall; service rate of 6.7 vph assumes an average service time of 9 minutes per vehicle per stall; service rate of 7 vph assumes an average service time of 8.5 minutes per vehicle per stall; service rate of 7.5 vph assumes an average service time of 8 minutes per vehicle per stall.

DUDEK
13995
SEPTEMBER 2023
9 MEMORANDUM
SUBJECT: BEI.COMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS Figure 3a shows the customers in the queue when the service rate is 6.7 vph (9 minutes per vehicle per stall), and Figure 3b shows the customers in the queue when the service rate is 7 vph (8.5 minutes per vehicle per stall). As shown in the table above, limiting users to an average of 8 minutes per vehicle per stall (7.5 vph) reduces queuing to 1.95 vehicles, or 48.75 feet, which would be accommodated within the storage space provided at the tunnel exit, as shown in Figure 3c.

Queues exceeding 210 feet (-8 to 9 vehicles) would occur when the service rate is less than approximately 6.73 vph (or greater than 8.92 minutes per vehicle per stall) and would no longer be accommodated by either the storage space provided at the tunnel exit or the queuing area adjacent to the landscaped median. However, as noted above, with service times limited to 5 minutes per vehicle per stall (12 vph), no queues would occur, and the dry/vacuum stall area would accommodate all vehicles being serviced.

Roadway Segment Analysis
Methodology
The City of Bellflower Circulation Element, adopted in 1997, utilizes volume -to -capacity LOS as a measurement in the rating of the performance of streets and establishes LOS C or better as the threshold for acceptable roadway segment operations. Table 8 shows the LOS values by volume -to -capacity (V/C) ratio, and Table 9 provides the daily roadway capacities and LOS thresholds for the City of Bellflower.

Table 8. Levels of Service for Roadway Segments
Level of Service
Roadway Segments V/C Ratio
A

0.00 - 0.60
B

0.61- 0.70
C

0.71- 0.80
D

0.81- 0.90
E

0.91- 1.00
F

1.01 or greater
Source: HCM 6 (Transportation Research Board 2016).

Notes: V/C = Volume -to -Capacity; where capacity is determined based on the roadway classification (see Table 9).

Table 9. Daily Roadway Capacities and LOS Thresholds
Roadway
Classification
Lane
Configuration
Major Arterial 4 - Divided
Secondary
Arterial
Collector
4 - Undivided
2 - Undivided
Level of Service (LOS) and Average Daily Traffic (ADT)
A
B
C D E
21,600 25,200 28,800 32,400 36,000
19,200
8,400
22,400
9,800
25,600
11,200
28,800
12,600
32,000
14,000
F
Local
2,000 2,500 3,000 3,500 4,000
Source: City of Bellflower General Plan Circulation Element 1997.

DUDEK
13995
SEPTEMBER 2023
10 MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR VVP.SH TRAFFIC ON -SITE QUEUING ANALYSIS The segment of Bellflower Boulevard, north of Somerset Boulevard and adjacent to the eastern boundary of the project site, is analyzed as it would serve the primary entrance and egress driveway for the project site.

Roadway Segment LOS
The existing, project, and existing plus project ADT and corresponding LOS values are shown in Table 10, calculated for both the daily rates provided by the applicant, and estimated from observational data. Based on the V/C ratios of the Existing plus Project conditions, the roadway capacities would be consistent with the City's LOS standards under both conditions.

Table 10. Existing plus Project ADT Roadway Segment Level of Service Roadway
Segment
Classification
No. of
Lanes
Capacity
at LOS Cl
Project ADT provided by applicant
Bellflower
Blvd,
north of
Somerset
Blvd
Secondary
Arterial
4U
28,800
Existing
ADT2 V/C LOS3
16,000
Project ADT estimated from observational data
Bellflower
Blvd,
north of
Somerset
Blvd
Secondary
Arterial
4U
28,800
16,000

0.555

0.555
A
A
Project
ADT
900
1,5034
Existing Plus
Project
ADT2 V/C LOS3
16,900
17,503

0.587

0.608
A
B
Inconsistent
with LOS
Standards?
No
No
Notes: XU = # of lanes Undivided; XD = # of lanes Divided 1 Capacity determined from Table 9.
2 Year 2023 daily traffic volume estimated based on growth on Bellflower Boulevard shown in the City's Circulation Element (Attachment D).
3 LOS is based on volume -to -capacity (V/C) ratios.
4 Assumes project ADT is equal to the average of the daily trip generation rates estimated from observational data (Attachment B).

Findings and Recommendations
The following findings and recommendations are made based on the results of this analysis.

Car Wash Tunnel
Based on empirical data, data provided by the applicant, and the ITE Trip Generation manual, the conversion of the BelComp car wash to an express car wash would accommodate adequate on -site queuing for:
• Proposed operations at 450 vpd at 40 vph, would result in 1.23 vehicles queued in the system (i.e., negiigeable queuing)
DUDEK
13995
SEPTEMBER 2023
11 MEMORANDUM
SUBJECT: BELCOMP EXPRESS CAR WASH TRAFFIC ON -SITE QUEUING ANALYSIS • Observed operations at two existing express car washes (average of 752 vpd at 79 vph), would result in

9.14 vehicles queued in the system (i.e., 6 vehicles in tunnel and 3 vehicles outside tunnel) • The maximum available on -site queuing capacity is approximately 550 feet, or 22 vehicles. The project could service up to 83 vph, calculated to be 798 vpd, before the queue begins to reach Bellflower Boulevard.

Recommendation
Although the analysis shows that queues will not exceed the available stacking distance on site, in the unlikely event that long queues that might extend to Bellflower Boulevard occurs, it is recommended that operation of the site be monitored, and either an attendant or signage be placed at the entrance to limit car wash patrons from entering until the on -site queue decreases to a stable condition.

Vacuum Stalls
Based on empirical data collected at the Soapy Joe's car wash, the 14 vacuum stalls provided on -site would accommodate the demand and not result in queues backing up into the wash tunnel if dry/vacuum times are limited per user at peak operating conditions. The following limitation and recommendations are provided:
• Restrict vacuum stall times to approximately 8 minutes per user per stall where the arrival rate equals the departure rate from the wash tunnel (87 vph) such that all queuing is accommodated outside of the vacuum service area within the storage space provided at the tunnel exit (-80 feet). • If necessary, additional queuing space (-150 feet) could be provided along the landscaped median across from the vacuum stalls, and vacuum stall times could be increased to just over 8.5 minutes. Queues exceeding 210 feet (-8 to 9 vehicles) would occur where the service rate is less than approximately 6.73 vph (or greater than 8.92 minutes per vehicle per stall) and would no longer be accommodated by either the storage space provided at the tunnel exit or the landscaped median.

Recommendation
As vacuum stall service times per user are highly variable and are not dependent on a machine service time, it is recommended that signage restricting time in vacuum stalls to, at least, an average of 8 minutes is posted. The applicant has indicated that signs stating that dry/vacuum times in the stalls will be limited to 5 minutes will be installed at each vacuum stall. Additionally, it is recommended that the car wash attendant monitor the vacuum service area at peak periods to direct vehicles into the overflow queuing area when needed, into available vacuum stalls, and out of vacuum stalls if a user's time is exceeding 8 minutes or the arrival rate begins to increase faster than vacuum stalls become available.

DUDEK
13995
SEPTEMBER 2023
12 Attachment A
Observational Data

Soapy J oe's Oceans:de
WASH TIME (PAY AND WAS H T UNNEL) NOTES:

Color Mak e Model Time
1 . Green Mercedes 5500 6:44

2. Gray T oyota Prius 645

3. White Toy ota Tacoma 6:16

4. Gray Kia Soul 6:28

5. White T oy ota Tacoma 6:25

6. Blue Hyundai Elantra 6:15

7. Blue Nissan Altima 6:29

8. Gray Ford Fusi on 6:20

9. White Ho nda Civic 6:34

10. Gray Jeep Wrangler 6:38
AVERAGE 6:29
15 MIN UTE INBOU ND VEH ICLE COUNT
Co lor
Make Mo del
Time
1 .

White
Fo rd F-150
3:30 PM

2. Black
In fin ity JX

3. Black
Toyota RAV4

4. Silver
GM C Yukon

5. Silve r
Nissan Maxima

6. White
Toyo ta Co ro lla

7. White
Lexus RX

8. Gray
Su ba ru Impreza
9 .

Red
Ford Ranger

10. Black
Toyota Camry

11. Gray
Jeep Cherokee

12. Silver
Infinity Cou pe

13. Silve r
Honda Civic

14. Blue
Nissa n Versa

15. Black
Hon da CRX

16. Blue
Me rcury Sable

17. Tan
Jeep Wrangler
18 .

Gray
Ford Fusion
3:45 PM
Co unted
18 vehicle s
15 mins
Estimate
72 vehicles
60 mins

DRY/VACUUM TIME (TIME IN STALLS)
Jan uary 4, 2022
S oapy Joe's, Oceanside, CA
Observation St art: 2:50 PM
3 vehi cles In tu nnel at same time
Time = gate arm down to tunnel exit
Time = minutes:seco nds
Maxim um queue at car wash gate = 10 vehicles at 3:43 PM Color Make Model Start
End Time

1. White To yota Coro lla -- 0:17

2. White Lexus RX -- -- 0:12
3 . Red Ford Ranger 3:48 3:59 0:11

4. Gray To yota Camry 3:49 3:56 0:07
5 . Gray Jeep Cherokee 3:51 4:12 0:21

6. Gray To yota RAV4 4:00 4:21 0:21

7. Blue Toyota Sienna 4:01 4:24 0:23

8. White Ford Econoline 4:03 4:24 0:21

9. Bla ck Kia Optima 4:04 4:23 0:19

10. Bu rgundy Acura TSX 4:05 4:10 0:05
AVERAGE 0:15
Attendant/employee monitors and dir ects vehicles wh en stalls are full Time = hou rs:minu tes

Car V.ra•.1•
TU NNEL DEP ARTU RE RATE (VEHICLES EXmNG TU NNEL)
Time of Entry
C olor M ak e Model (IMO queue)
Elaps ed
(mm:ss)
Wash Time Start
(After pay)
Elapsed
(mm:st)
Tim e of Exit
(fr om t un nel)
El apsed
(mm:ss)
Wash Time End
(muss)
Time betwee n Depart ur es it
Tu nn el a F ull (mm:ss)
10:59:00 AM 00:00

1. Black Ford Edg e 10:59:25 AM 00:25 00:25

2. White Chevy Equinox 10:59:55 AM 00:55 00:30

3. Gray Toyota Highla nder 11:01:05 AM 02:05 01:10
4 . Gray Toy ota Ra y 4 11:00:20 AM 01:20 11:02:25 AM 03:25 02:05 01:20 5 . White Ford Edge 11:00:30 AM 01:30 11:03:07 AM 04:07 02:37 0 0:42

6. Black Toyota Tacoma 11:01:20 AM 02:20 11:04:05 AM 05:05 02:45 00:58

7. Blac k To yota RD,/ 4 11:01:54 AM 02:54 11:04:51 AM 05:51 0257 00:46

8. Dark Gray Toyo ta Camry 11:02:16 AM 03:16 11:05:25 AM 06:25 1/3:09 00:34

9. Black Toyota Camry 11:02:48 AM 03:48 11:05:56 AM 06:56 03:08 00:31 10 . Da rk Gra y Hon da Odyssey 11:00:00 AM 01:00 11:03:30 AM 04:30 11:06:30 AM 07:30 03:00 00:34 11 . Blue Toyota Camry 10:59:40 AM 00:40 11:03:58 AM 04:58 11:07:02 AM 08:02 03:04 00:32 12 . Black Cadillac CT6 11:02:21 AM 03:21 11:04:34 AM 05:34 11:07:36 AM 08:36 03:02 00:34 13 . Silver Toyota Corolla 11:02:02 AM 03:02 11:05:10 AM 06:10 11:08:10 AM 09:10 03:00 00:34 14 . Black Hon da Civ ic 11:02:10 AM 03:10 11:05:40 AM 06:40 11:08:41 AM 09:41 03:01 00:31 15 . Black Ford Focus 11:02:28 AM 03:28 11:06:00 AM 07:00 11:09:14 AM 10:14 03:14 00:33 16 . Silver Fo rd Fu sion 11:03:10 AM 04:10 11:06:45 AM 07:45 11:09:43 AM 10:43 02:58 00:29

17. Blue Suba ru Impreza 11:02:3SAM 03:35 11:07:00 AM 08:00 11:10:19 AM 11:19 . 03:19 00:36 18 . Red Vo lkswagen Tlgu an 11:03:41 AM 04:41 11:07:36 AM 08:36 11:10:55 AM 11:55 03:19 00:36 19 . Silver Honda Accord 11:04:10 AM 05:10 11:08:15 AM 09:15 11:11:26 AM 12:26 03:11 00:31 20 . Black Hyu ndai Sona ta 11:04:17 AM 05:17 11:08:30 AM 09:30 11:12:03 AM 13:03 03:33 00:37

21. Dark Gray Kia Optima 11:04:27 AM 05:27 11:08:40 AM 09:40 11:12:25 AM 13:2 5 03:45 00:22 22 . White Chevy Plck-Up 11:04:49 AM 05:49 .11:09:40 AM 10:40 11:13:02 AM 14:02 03:22 00:37 23 . Gray Honda CMt 11-09:40 AM 10:40 11:10:18 AM 11:18 11:13:35 AM 14:35 03:17 00:33 24 . Silver To yota Coro lla 11:09:32 AM 10:32 11:11:00 AM 12:00 11:14:05 AM 15:05 03:05 00 3C Counted
Estimate
15 ve hicles 10.67 mins
84 v ehkles 60 mins
AVERA GE 03:13 00:38
NOTES:

Jan uary 9, 2022
Quick Quack Car Wash, 1120 Expositi on 8Md ., Sacr am ent o, CA Obs er vati on St art: 10159 AM
Observation End: 11:14 AM
3 vehicles in tunnel at same time (a n attendant begins spraying car whil e o ne car is dryi ng, on e in th e middl e of wash cycle)

Attachment B
Time of Day Distributions

Hourly Distribution of Ent ering and Exiting V ehicle Trips by Land Use
S ource: ITE Trip Generati on Man ual, 11th Editi on
Land Use C ode
949
Land Use
Car Wash and Detail C enter
Setting
General Urban/Suburban
Time Pe riod
Weekday
8 Data Sites
1 % of 24 -Hour Vehicle Trips
Time
Total
Entering
Exiting
12:00-1:00 AM

0. 0%

0.0%

0.0%
1:00-2:00 AM

0. 0%
0 .0 %

0.0 %
2:00 - 3:00 AM

0. 0%

0.0 %

0.0 %
3:00 - 4:00 AM

0. 0%

0.0%

0.0%
4:00-S:OOAM

0. 1%

0.1%
0 .1%
5:00 - 6:00 AM

0.3%

0.3%
0 .3 %
6:00 - 7:00 AM

0.1%

0. 1%
0 .0 %
7:00 - 8:00 AM

3.3%

4.8%

1.7 %
8:00-9:00 AM

5.5%

6.6%

4.4%
9:00 - 10:00 AM

7.4%

7.8%

6.9%
10:00 - 11:00 AM

7.6%

7.5%

7.6%
11:00 - 12:00 PM

9.7%

10. 4%

9.0%
12:00 -1:00 PM

9.7%

9.8%

9. 7%
1:00. 2:00 PM

8.3%

7.9%

8. 6%
2:00 - 3:00 PM

9.9%

9.7%

10.2%
3:00 - 4:00 PM

10. 0%

9.6%

10. 4%
4:00 - 5:00 PM

8.7%

8.4%

9. 0%
5:00 - 6:00 PM

7. 2%

7.1%

7.3%
6:00 - 7:00 PM

8.1%

7. 5%

8. 8%
7:00 - 8:00 PM

3. 5%

1.7%

5.4%
8:00 - 9:00 PM

0.5%

0. 5%
9:00 - 10:00 PM

0.0%

0. 0%
10:00 - 11:00 PM

0. 1%

0.1%

0.1%
11:00 - 12:00 AM

0.0%

0. 0%

0.0%
MAX
BelC omp C ar Wash B ellfl ower S oapy J oe's Oc eansid e Quick Quack Car Wash Sacrament. 72 vph 85 vph
Daily 900 Daily 1379 Daily 1627
T otal E ntering E xiting Total Entering Exiti ng Total E ntering Exiting O 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 0
2 1 1 2 1 1 3 2 2
3 2 2 4 2 2 5 3 3
1 1 0 1 1 0 2 2 0
30 22 8 46 34 12 54 40 14
50 30 20 76 46 31 90 54 36
67 35 32 102 54 48 120 64 57
68 34 35 105 52 53 123 62 62
88 48 41 135 72 63 159'. 85 74
88 45 44 135 68 67 159 80 79
75 36 39 114 55 60 135 65 71
90 ', 44 46 137 67 71 162 79 83
90 43 -:4i/ 138 66 72 363 7817 85
79 38 41 121 58 63 142 69 74
66 33 34 100 50 51 118 59 60
74 34 40 113 52 61 133 62 72
32 8 25 49 12 38 58 14 44
5 3 3 8 4 4 9 5 5
O 0 0 0 0 0 0 0 0
2 1 1 2 1 1 3 2 2
O 0 0 0 0 0 0 0 0
90 48 47 MAX 138 72 72 M AX 163 85 85

Attachment C
Queuing Worksheets

Queuing Model
Arrival rate (X)
Service rate (µ)
Number of servers
85 95
1 M/M/1 Quick Quack Car Wash
Probabilities
Number Probability CumProb
0 10.53% 10.53%
1 9.42% 19.94%
2 8.43% 28.37%
3 7.54% 35.92%
4 6.75% 42.66%
5 6.04% 48.69%
6 5,40% 54.09%
7 4.83% 58.93%
8 4,32% 63.25%
9 3.87% 67.12%
10 3.46% 70.58%
11 3.10% 73.E+8%
12 2.77% 76.45%
13 2.48% 78.93%
14 2.22% 81.14%
15 1.98% 63.13%
16 1.78% 84.91%
17 1.59% 86.49%
18 1.42% 87,92%

1.9 1.27% 89,19%
20 1.14% 90.33%
Results
Average server utilization(p)

0.8947368
Average number of customers in the queue(Lq)

7.6052632
Average number of customers in the system(L5)

8.5 Average waiting time in the queue(Wq)

0.0894737
Average time in the system(WS)

0.1 Probability (% of time) system is empty (Po)

10.526%

Queuing Model
Arrival rate (X)
Service rate (µ)
Number of servers
72 76
1 Probabilities
Number
M/M/1 Soapy Joe's Car Wash
Probability CumFrul
0 5.26% 5.26;;
1 4.99% 10.253:
2 4.72% 14.97%
3 4.48% 19.45%
4 4.24% 23.69%
5 4.02% 27.70%
6 3.81% 31.513
7 3.60% 35.11%
8 3.42% 38.53%
9 3.24% 41.76%
10 3.07% 44.83%
11 2.90% 47.73%
12 2.75% 50.483
13 2.61% 53.09%
14 2.47% 55.56%
15 2.34% 57.90%
16 2.22% 60.11%
17 2.10% 62.21%
18 1.99% 64.20%
19 1.88% 66.09%
20 1.7E5i. 67.87%
Results
Average server utilization(p)

0.947368
Average number of customers in the queue(Lq)

17.05263
Average number of customers in the system(LS)
18 Average waiting time in the queue(Wq)

0.236842
Average time in the system(WS)

0.25 Probability (% of time) system is empty (Po)

5.263%

Queuing Model
Arrival rate (X)
Service rate (µ)
Number of servers
48 87
1 M/M/1 BelComp Car Wash (A = 48 vph)
Probabilities
Number Probability CornProb
0 44.88% 44.88%
1 24,74% 6.9.62%
2 13.64% 83.26%
3 7.52% 90.77%
4 4.14% 94.91%
5 2.28% 97.20%
6 1.26% 98.45%
7 0.69% 99.15%
8 0.38% 99.53%
9 0.21% 99.74%
10 0.12% 99.86%
11 0.06% 99.925
12 0.04% 99.96%
13 0.02% 99.98%
14 0.01% 99.99%
I5 0.01% 99.99%
16 0.00% 100.00%
17 0.00% 100.00%5
16 0.00% 100.00%
19 O.UO% 100.00%
20 0.00% 700.00%
Results
Average server utilization(p)

0.551181
Average number of customers in the queue(Lq)

0.676889
Average number of customers in the system(LS)

1.22807
Average waiting time in the queue(Wq)

0.014102
Average time in the system(Ws)

0.025585
Probability (% of time) system is empty (P0)

44.882%

Queuing Model
Arrival rate (X)
Service rate (µ)
Number of servers
79 87
1 M/M/1 BelComp Car Wash (A = 79 vph)
Probabilities
Number Probability CumProb
0 9.86% 9.86%
1 8.39% 18.75%
2 8.01% 26.76%.
3 7.12% 33.981:
4 6.51% 40.49%
5 5.87% 46.35%
6 5.29% 51.64%
7 4.77% 56.41%
8 4.30% 60.71%
9 3.87% 64.58%
10 3.49% 68.07%
11 3.15% 71.22%
12 2.84% 74.06%
13 2.56% 76.62%
14 2.31% 78;92%.
15 2.08% 81.00%
16 1.87% 82.87%
17 1.69% 64.560
18 1.51% 86.08%
1: 1.37% 87.46%
10 1.14% E8.69%
Results
Average server utilization(p)

0.901411
Average number of customers in the queue(Lq)

8.241684
Average number of customers in the system(LS)

9.143095
Average waiting time in the queue(Wq)

0.10499
Average time in the system(WS)

0.116473
Probability (% of time) system is empty (Po)

9.859%

Queuing Model
Arrival rate (X)
Service rate (µ)
Number of servers
83 87
1 Probabilities
Number
M/M/1 BelComp Car Wash (X = 83 vph)
Picbobility Cumprab
0 4.35% 4.35%
1 4.16% 8.51%
2 3.98% 12.48%
3 3.80% 76.29%
4 3.64% 19.93%
5 3A8% 23.41%
6 3.33% 26.74%
7 3.18% 29.92%
8 3.05% 32.97%
9 2.91% 35.88%
10 2.79% 38.67%
11 2.67% 41.34%
12 2.55% 43.89%
13 2.44% 46.32%
14 2.33% 4&.66%
15 2.23% 50.89%
1C 2.13% £3.02%
17 2.04% 55.07%
18 1.95% 57.02%
19 1.87% 58.89%
20 1.79% 60.68%
Results
Average server utilization(p)

0.956529
Average number of customers in the queue(Lq)

21.04724
Average number of customers in the system(L5)

22.00377
Average waiting time in the queue(Wq)

0.252668
Average time in the system(WS)

0.264151
Probability (% of time) system is empty (P0)

4.347%

Queuing Model
Arrival rate (1.)
Service rate (µ)
Number of servers(s)
76 4
14 *service rate times number of serv ers
must be grea te r than arrival rate
Co mpu tations
n o rs l7,/p1^t/s!
1 2
M/M/s S oapy Joe's Car Wash Vacu um Stalls (µ = 4 vph)
Results
Average s erver utiliz ati on(p)
A verage number of c ustomers in the queue(Lq)
Av er age number of customers in the system(L)

1.35714
Av erage w aiti ng time in the queue(Wq)
Average time in the system(W)
Pr obability (% of time) system is empty (Pa)
Cu msor r -1te rm2
19 1
180.5 20

11.43.165667 200. 5
5430. 041567 1343. 665667
20634.1583^ 6773. 708333
6 65341.50130 27:0785657
7 177355. 503.9 92749.3'5806
8 421219. 3215 270104.8718
5 889240. 7397 5:9 1324..1933
10 158955 7. 5 15805 64.98 3
17 2913325. 592 3270122. 484
12 4620083. 77 61,38449.075
23 67533j07049 1010091µ2.85
14 9165207.424 17562419.39
35 1:6x" 92.56. 4 2672764 2.32
16 13785591. 90 0 3833689 3.72
17 15407773.39 52.122890.7
18 16263;55.35 57530764.05
19 167638611. 35 8379463544
70 15450573.04 100058496.3
!1951/0!
Pr, R t Ls W WS
-1 .055555556 -18 19 -20 .055556 -1 .0555555 -0.2638889 -0 .0138389 -21.23529412 -0 .80952 9.9 -19 .712885 -0.2128852 -01528011 -0.0028011 -234.34375 -0 .07223 0`,33333335 -1.5385146 0.6.138544 -0 .241923 0.00807703 -1448.011111 -0 .09.958 4,75 -37 .577316 1 .42216436 -0 .231287 0.01871295 -7369 .342762 0 .00162 3 .3 -16.740934 2.20906561 -0.7209333 0.02905565 -3 0157.61603 .0 00036 3.16566667 -16 .02 .9275 2.97071515 -0 .2109116 0.03908836 -103457 .3772 -9 .3E-05 2.71428571 -15 .237553 3 .70233713 -0 .2 .01285 0.04871495 -305341 .3247 -2.8E-05 2.375 -14 .60228_ 4.39771491 -0.1921353 0.05786467 -800316 .7100 -9 .7 .E-06 2 .11111;11 -_3 .951452 5 .0485575 -0.1835715 0.06642852. -1877286.112 -3 .4E-05 1.9 -13 .3561513 5.64348715 -0 .1757436 0.07425621 . 4012699 .064 -1.3E-06 1.72727273 -'2.3339 .99 6.15509097 -0.1638672 0 .08113278 -7521172.173 -5.3E-07 1 .58333333 -17.468402 6.59159319 -0.1632684 0.008573155 -14632165.27 -2 ..5E-07 1 .451.53646 -12.122011 6.87999032 -0.1594738 0,09052619 -25662566.79 -1.2E-07 1 35714286 12.03904 6 .56095974 -0 .1584084 0.09159158 -43534711. 51 -5.9E-02 1.26666667 -72 .303744 6.6962558.3 -0 ..1618914 0 .08810863 -73525290. 55 -2.8E-08 1 .1875 -?3 .233346 5 .75665374 -0 .174 .123 0 .07587702 -130966923. 3 -1. 3E-05 1.11764706 -15 .780342 3 .21765839 -0 .2076361 . 0.04235393 -297749594. 4 -4. 4E-09 1.0555.555E -24 .657057 -5.697057 -0.32 .49613 -0.0749613 •Yr-•.+V10! 1 11941/0! #orV/01 70111/0! j107 ✓/01
309013460. 7 2.445-00 0.95 14.3526234 33 .3525234 0 .188 .35031 0 .43885031

Queuing Model
Arrival rate ()�)
Service rate (µ)
Number of servers(s)
76 6
14 *serv ice rate time s number of servers
must be gre ate r than or equal to arrival
Co mputa tio ns
n ors
M/M/s Soapy J oe's Car Wash Vacuum Stalls (p.= 6 vph)
( irps/s! Cu msum(< r1
0 :2. 55665667
2 80 222222.2 13.66660607
3 330.71. 56494 93.8. 8883389
c 1072.900E23 432. 5049383
5 2717.2554.18 1505..205701
F. ' 5735.428105 4222.45.1.18
7 10380.20324 9953.883285
5 16435.37179 20539. 09252
3 23134.19364 36./74 414 32
10 25299.5 119 4 55905. 00755
11 33738.83193 89705.21 89
12 35613. 21148 122=43.9512
I3 34700.0. 5221 15'557.1633
14 1395. 2S5. 34 15=257. 2. 155
15 26.517..57426' 224652. 5009
16 20938 32564 251164.6751
17 155 34.35325 27'152.. 104.1
15 71. 004 77415 287790. 75 8
19 7335. 5.15098 290795.5422
20 4646. 460.19` 305132. 05133
Results
Average ser ver utilization(p)
0 .90476
Average n umber of customers in the queue(Lq)
5 .98897
A verag e n umber of cust omers in the system(L)
18 .6556
Average waiting tim e in th e queue(W,;)
0 .0788
Averag e time in the system(W)
0 .24547
Probability (% of time) system is empty (Po)
0 .00%
ter m2
Fn p L,, L, W„ W,
-I.085714285 -11 .6667 12 .6666667 -13.752301 -.1.0857143 -0 ..1809524 -0.0142657 -15.04166667 -0.72727 6.333 33 533 -12.950_3 -0 .3238636 -0.170928 -0 .0042.614 -105.1137739 -0.03905 4.22222222 -12.26565 0.40101648 -0.1613901 0.00527653 -495.0465337 -0,01501 3 .1.5565667 -11 .537301 1.07936.586 -11524545 0.01420218 -1772,123099 -0 .00375 2 .53333333 -10 .969147 1 .69751951 -0 .1443309 0.02233578 -5162.785295 -0.00106 2 .11111711 10 .43132 2 .23484651 -0.1372505 0.02940588 -12822 .60.4 -0.00035 1,30952381 -10.00878 2.65788641 -0 .1316945 0 .03497219 -28174.83735 -0.00013 1. 33333333 -5 7597051 2 .90696161 -0.1284172 0 .0382 4349 -50775.56 62 -58-09 1 .40740741 -9.8058064 2 .36086028 -0.1290238 0 .0375429 -109573 .1698 -28.05 1.26666667 _10,444727 2.22193938 -0.1374306 0.02923604 -222676.2907 -7.5E-06 1.15151515 -_2 .6764:1 -0 .0127741 -0 .1668347 -0 .0001681 -541037.8067 -1 .9E-00 1.05555556 -23 .50871 -10.842944 -0.3093251 -0.1426585 1353302.036 6.61E-07 0.97435897 34 .0147256 46.6813933 0.44756219 0.6I422885 22966 50.495 1.91E-06 0.9047619 5.98807713 .18 .6556388 0 .07880226 0.24545893 170431. 549 2.33F-06 0.84444144 2 .34.177 .077 15.0086464 0 .03081289 . 0.19747956 200743. 9823 2.84E-06 0 .79165£67 1.08786123 13:7545279 0 .01431396 0.18093063 51350.50203 30-00 0.74509804 0.537723 .15 13.2043898 0.00707.53 0.17374.197 37141.11275 3.08 t'-06 0.7037037 0 .27147272 12 .9331354 0.00357201 0.17023368 22009. 54829 3. 12E-06 0.66665667 0 .13721446 12 .8038811 0.00180545 9 .168472.12 12672.16417 3. 14 E-06 0.63333333 0 .068 .55745 12 .7353241 0.00090339 0 .16757005

Queuing M odel
Data
Arriv al rate (X)
Service rate (µ)
Number of servers(s)
* service rate times number of serv ers
must be greater than arrival rate
87 4
14 Computations
II Or
M/M/s BelC omp Car Wash Vacuum Stalls (µ = a vph)
R esults
A verage ser ver utilizati on(p)
1 .55357
Average number of cust omers in the qu eue(lo)

56. A verage number of cust omers in the system(L)
37 A verage waiti ng tim e in the q ueu e(Wq)
'7 -21
Averag e time in the system(W)
'1.09579
Probability (% of time) system is empty (Po)
O.00%
(hfjs)^s/s1 Cu msu m(s-1) te rm2
0 1
1 21.75 1
2 236. 53125 22.75
3 17 14.851563 759.28125
4 9324. 505371 7974.132613
5 40561. 59836 11298.63818
6 14 7035. 41 51850. 23 65
7 255861. 2175 198395.0306
8 1242091.435 555757.2479
9 3001720. 567 1897848. 682
10 6528741 105 105 43995557.64 9
11 1290. 9105 65 11428312. 75
12 2339 775,1. 05 24337418.43
13 39146241.33 47735172. 48
:14 6081648344' 86881414.82
15 88133931.28 14 769 7896. 5
13 71957,,993. 3 235:381799. 7
17 15-23694 73.5 355756790. 6
18 18532144 7. 2 509126764..1
19 2121442889 66444 7711. .3
20 23070: 913. 4 90559:1.999. 5
-1.04819277 .7 20.75 21.75 -22.738 .193 -1.0481928 -0.2620482 -0 .0120432 -23 .05253155 -0.33.158 10.375 -21 9354 76 -0 .1854763 -0.2521319 -0 .0021319 -274 .37625 -0.06625 7,2.5 -21 .084892 0 .66510765 -0.2 423551 0.00764492 -2101 .296985 -0 .00786 5.4375 -20 .248067 1.50.193289 -0.7327364 0 .0172635 -12107 .93981 -0.00124 4.35 -19,426935 2 .32706487 -0 .2232982 0 .0267019 -56013 .53584 -0.50024 3 .625 -18.523521 -.12617927 -0 .2.140669 0.0359331 -216815.493 -5 .56-05 3.10714285 -17.88155 3.90645011 -0 .2050753 0.04492471 -722671.3801 -1.5E-05 2.71E75 -17 .033597 4.65639312 -0 .1963633 0 .0536367 -2118851 .853 -4 .5E-06 2 .41665667 -16.335436 5 .39564 -0.1879811 0.06201885 -5556377 .109 -1.5E-06 2.175 -15.659397 6 .09060311 -0 .17.99931 0 .07000693 -13209317.44 -5 .5E-07 1 .9772 72 75 -15.00604 6.7439596 .0:.172483. 0 .07751678 -28797235.75 -2 .2E -07 1.8125 -14.4041.75 7 .34582537 -0.1655652 0.08443477 -58160131.48 -9 .5E-08 1 .57307692 -12 .36753 7 .88237 044 -0.159398 0.00060195 -109862035--n 4E-08 1.5535 7145 -13 .41653 8 .33336957 -0 .1542141 0.09 .578585 -195964275. 1 -2..1E-08 .1 .45 -13.0824;8 8.66758157 -0.1503726 0.09962737 -333565191.3 -1E-08 1.35_5375 -12 .916695 8 .£ 3330486 0 .148 4678 0.10153224 -548901273.7 -5. 2E-09 1 .2794.1176 -13.013005 8.73699543 -0 .1495748 0 .10 .042523 -889542945. 5 -2. 5E-09 1.20833333 -13 .562363 8 .18763713 -0 .1558892 0 .09411077 -1465 7241 73 -1. 35-99 1.14473684 -15.030338 6 .7.1966223 -9.1727625 0.0772375 -2636650439 -5. 3E-10 1.0675 -13 .94144 2 .80855939 -0 .2177177 0.0322823

Queuing M odel
D ar.

Arrival rate (X)
Service rate (µ)
Number of serve rs(s)
* serv ice ra te times number of servers
must be greater tha n arrival rate
87 6
14 M/M/s BelC omp Car Wash Vacuum Stalls (p = 6 vph)
R esults
Averag e ser ver utiliz ati on(p)

1.03571
Average number of customers in the queue(L ,)
-33 .7297
Av erage number of customers in the system(L)
-19 .2297
Average waiting tim e in th e q ueu e(Wq)
-0 .3877
Average time in the syst em(W)
-0 .22103
Pr obability (% of time) syst em is empty (P5)
0 .00^,
Compu ta tio ns
n ors (./p)^. 0! Cumsum(s-1) te rm2
0 ?
1 14. 5 1
2 13.125 7.5.3
3 505.10416.67 120.625
4 1841.377504 623.729.7. 667
5 5343,445052 2479. 606771
6 12908. 49221 7812.051873
7 26739.01353 3 2072.9 54 403
3 48464.4/295 47439.5 ;51
704 . 6509 95924. 03653
10 1232.35275 171005.3875
1:. 149247 4282 287224.0813
12 180334. 500.8 435 466. 5096
13 201142. 4303 616301. 7103
14 703325. 0.3379 817943.5497
15 201381.83346 1026269.648
16 132502. 342 1227651.542
17 155663.7623 1410153. 884
18 125395.8035 1555817.646
19 75536.80423 160121 +. 455
20 69380.18039 1736910. 255
F^ p L,. L. W^
-1.074074071 -13 .5 14.5 -_5 .57!074 1 .074 0741 -0.1790123 -0.0123457 .16 .82 -0.75758 7 .2:. -14 7"1212 -0.281212.1 -0.169899 -0 .0032323 -132 .548913 -0.08387 4,83333333 -14.0161; 0.48;8 .8887 -0 .1611047 0 .00556194 -701.6675587 -0 .01371 3.525 -13.2847_ 1 .21525012 -0 .1526933 0.01396839 -2811 .28687 -0 .00294 2.9 -12. .595134 1.50486587 -0.1447717 0 .02189501 -9111.376554 -0 .00077 2 .:1665667 -71 ,958371 2.54162902 -0.1374525 0.02921413 ..4956.41827 -0 .00024 2.07142557 -11 .39058_ 3.10941742 -0.1309262 0.03574043 -59648.58213 -8 .2E-05 1 .5125 -30 .916556 3.59343429 -0.1254778 0 .0411889 -127769.9742 -3 .16.05 1.61111.11: -:0,577428 3.92257195 -0.1215796 0.04508703 -251596 .4307 -1 .3E-05 3 .45 - .1 .9.446405 4.0-515937 -0 ..1200966 0.04657004 -469047.5315 -5.5E-06 1 .31318182 .10.58727 3.81273024 -0 .1728422 0 .04382449 -865605.0837 -2.3E-06 1.20833333 -11.699027 2 .30097362 -0.1344715 0 .032.1951 -1743234.474 -89E-07 1 .11535462 -:4 .959843 -0 .4598 432 -0 .1719522 -0 .0052856 -5833I30. 74 -2E-07 3.03571429 -33.729706 -19 .229706 -0 .3876978 -0.2210311 66041456. 833 1.41E-07 0.96665667 24.7890533 3 92390533 0.28493165 0.45159831 1346691.643 3.15E-07 0 .90525 5 .92316156+ 20.4281615 0.05813979 0.23480645 1058513.584 4.05E-07 .0.85294318 2,485 .92012 16.9369201 0 .02858529 0 .19525196 644892.7295 4.52E-07 0.50555555 2.20852486 15 .7085249 0.0138910S 0 .18055776 404053. 1607 4,77E-07 0 76315789 0:52137633 15 .1213763 0.0071 4226 0 .173S0892 252291.5669 41.9E-07 0.725 0.32617287 14 .8261729 0.00374911 0.17 041578

Queui ng Model
Data
Arrival rate (X)
Serv ice rate (µ)
Numbe r of serv ers(s)
*service ra te times number of servers
must be greater tha n arrival rate
87 6.7
14 t/M/s BelComp Car Wash Vacuum Stalls (µ = 6 .7 vph)
Results
A verage server utilizati on(p)
0 .93214
Average number of cust omers in the qu eue(L q)
9 .98434
A verage number of c ust omers in the system(L)
23 .0343
Average waiting time in th e queue(Wq)

0.11476
Average time in the system(W)
0 .26476
Probability (% of time) syst em is empty (P5)

0.00%
Co mpu ta tio ns
n ors (A4,/^s/5l Cumsu m(s-1) 1erm2
G 1
1 _3. 05 1
2 85 1512_ 14. 05
3 370.4079375 99. 20125
4 3208.4. ":106 6^. 50 167 5
5 =104.069689 2676. 065084
6 5S'0102905 4432. 134972
7 12780. 70017 11692, 23698
8 20862. 36647 24481.42715
9 302.50.4313E 45343. 73362
10 39476.01295 75594. 225
11 46833.65535 115071.038
12 50951.63771 . 161904. 5933
13 51127.70931 212535.711
14 47658. 32904 25i:.964. 4205
15 41467.74526 31,7622. 7494
16 33818 8. 05242 353055.4955
17 15960. 31848 385903. 5451
18 18321.23515 41186?. 8765
19 12927.21683 431685.1.147
29 8435.010288 444612.3335
-1.082987552 -12 .05 13.05 -1 4.23Z95^ -1.0,529876 -0 .1624431 -0.0124481 -15.41199095 -0 .73422 5.52 .5 -; .3 .363886 -03133858 -0 .1536079 -0 .0036079 -110.569533 6 -0.067 .96 .2 .35 -12.629467 0 .47053281 -0.1451663 0 .00483371 -534.124153 -0.0155 3.2625 -.:1.938333 1.11166723 -0 ..1372222 0 .01277778 -1959 .04962 -0.00356 2.61 -11.302581 1.7474185 -0 .12.99147 0.02008527 -5635.384683 -0.00099 2.175 -10.7401 2.30989985 -0.1234494 0.02655057 .14797 .41012 -0.00032 1 .80426571 -10 .279038 2 .77090151 -0.1181506 0.03184944 -33049.2934'. -0.00012 1 .63125 -9 .9680.139 3 .08198613 -9 .1145749 0.03542513 -67223.18084 -4.5E-05 .1.45 -9.5000957 3 .14990431 -0.1137942. 0.0362058 -129432.1735 -1.9E-05 1.305 -10 .286424 2.7535762 -0 .1182348 0.03176524 -251303.6141 -7 .3E-06 1.18535364 -11 .742874 1.3071256 -0.1349756 0.01502443 -582077.9167 -2.4E-06 1 .0875 -17.217662 -4.1676617 -0 .1979047 -0 .04790 42 -13293204.42 -7 .5E -08 1.90354615 -26524685 -252 .19685 -3.0488144 -1 .8988144 702333.2701 1.03E-06 0 .93214286 9 .98453643 23 .0343364 0 .11476249 0.26476249 318944. 202 1.59E-06 0 .87 3 .38500572 16 .4350057 003899811 0.18890811 183419. 9453 1.86E-06 0 .815625 1S1236 14.55235 0.01733355 0 .16738365 111727. 995 2.01E-06 0.76764706 0.74027942 13 .7902794 0.00850890 0.15850895 58440. 86593 2. 08E-06 0.725 0.37488725 13.4248672 0.00430905 0 .15430905 41280. 19459 2.11E-06 0.68684211 0.19132823 13.2414282 0.00220032 0.1522.0032 24273. 4109 1.13E-06 0 5525 0 .0972052 13 .1472.052. 0.0011173 0 .15 .11173

Queuing Model
Data
Arriv al rate (X)
Serv ice rate (µ)
Number of se rve rs(s)
"`se rvice ra te times number of servers
mu st be grea ter than a rrival rate
87 7
14 M/M/s BelComp Car Wash Vacuum St alls (µ = 7 vph)
Results
Average s er ver utilization(p)

0.88036
Average number of customers in th e qu eue(Lq)
4 .05588
Average number of cust omers In th e system(L)

16.3809
Average waiting time in the queue(Wq)
0 .04662
Average time in the syst em(W)
0 .18829
Probability (% of time) system is empty (P0)

0.00%
Computations
fl nr 5 (3/p)^s/sl Cu msu m(s-J) te rm2
0 7
I .2. 12. . 3
2 75. 952812. 11.325
3 312.0 ; 04714 80.2773125
4 961.4716211 401. 3172839
5 2370. 077545 1362.788905
6 4868.431534 3732.81645. ,1
7 . 8571.917039 8601.248035
8 13206. 1.0969 17173. 15507
9 78085. 03355 30379. 27475
10 22289.50385 48454. 30831
11 24974. 71204 70754. 11215
12 25651. 11049 95728. 82419
13 24319.22259 1213 9. _9347
14 2. 1409. 60423 145599. 1006
15 77591. 55814 167108.7643
15 13550. 99 7I5 184700.321
17 9824. 472922 198251. 3201.
18 6727.034931 208075.793
19 4363.721343 214802.3273
20 2689.143278 211765.5493
PO
7a t W
-1.083300221 -11.325 12 .325 -13.4133 -1 .1)883002 -0.1541759 -0.0 .125092 -.14 .7124097. 47 72077 5.1625 -1 .2.653321 -0 .3333207 -0.9454979 -0 .0038313 -100 .3800337 -0:09001 4 .1033313: -11.942557 0 .35244279 -0.1372708 0 .00439589 -461.9553465 -0.01549 3 .08725 :1.276556 1 .04844375 -0 .1296156 0 .01205108 -1617.766243 -0 .3 .0392 2.465 -10.675673 1 .0493707 -0 .1227084 0 .01895828 -4618.275021 -0 .00 .113 2 .05416657 -10 .163.3 75 2.16162513 -0 .1168204 0.02484627 • 11268.24775 -0.00037 1.76071429 - 47791416 254585843 -0.1124039 0.02925274 -24427.48513 -0 .00014 1.540525 -0 .5953351 2 .72916395 -0 .I10297 0.0313697 -48951 .9705 -5 .4E-05 1 .36944444 -9 .7895089 2.5.5509113 -0 .1122978 0.92935885 -95870 .12407 -2..1E-05 3 .2325 -30 .7205 .15 1 .60448532 -0.1232243 0 .01844235 -207337 .232 -7 .3606 .112045455 -14 .12054 -1 .79554004 -0.1623051 -0.0205 .384 -947137.92.57-1?E-06 1.027 08333 -42 .187087 -29.362087 -0 .484909 -0 .3432424 468370.2767 1 .7E-06 0.94807692 14 .5012145 26 .32621.45 0 .16668063 0.30834729 178945.9458 3.08E-06 0.88035714 4.05588021 16 .3808802 0 .046 51931 0 .18828598 98644.25128 3.76E-06 0 .82165667 1.71023366 14 .0352337 0.01965792 0.I6132458 58997. 53554 4.15-06 0.7703/25 0 .51191723 13 .1369172 0.00933238 0.15099705 35725. 35608 4.27E-06 0.725 0 40254025 12 .7275402 0.0046269 0.14629357 21336.85088 4.36E-06 0.6847222: 0.20195194 12 .5269919 0.00232175 0.14398841 12421. 07943 4 44E-06 0.64368421 0 .10093489 12 .4259348 0.00116017 0 .14232684 7007.539485 4.47. E-06 0.61625 0.04975437 12 .3747544 0 .00057180 0 .14223855

Queuing M od el
Data
Arrival rate (X)
Service rate (µ)
Number of servers(s)
*service rate times number of servers
mu st be grea ter than arrival rate
87 7.5
14 Compu tations
n or
M/M/s BelC omp Car Wash Vac uum Stalls (µ = 7 .5 vph)
Results
A verage server utiliz ation(p)

0.82857
Average number of custom ers in the queue(L q)

1.95227
Average n umber of c ustomers in the system(L)

13.5523
Averag e waiting time in the queue(W ,)
0 .02244
Average time in the system(W)

0.15577
Pr obability (% of tim e) system is empty (Po)
0 .00%

11./10^5/51 Cu msUm(a-1i ter m2
0 11. r
2 57. 20 12. 5
260.1493333 79.88
4 754.4?30667 34,0.0293333
5 1 75 0.284 715 1094. 4624
cc 3303. 8337877 2844.747115
7 5607. 578838 5228. 630893
8, 8,130 ° 89315 .112352. 097. 3
9 104 79. 941766 199 67.19305
10 12156.73247 30447. 14083
11 12819.82697 42603. 8733
12 12392.4994 55423.70027
13 11057. 92254 57.016. 19967
14 9.152.. 273679 78874. 122222
15 7085.495512 88036. 4009
16 5136.98.4246 95121. 39641
17 3505. 239305 100258-8807
18 2258.3304066 103764.117
19 1379. 13 5251 100025. 047
20 799.8396254 107402.1833
15 K'n try,
-1 .094339623 -10.6 11.6 -12 .39434 -1 .0943306 .0 .1459119 -0.0125786 -14.01666667 -0.70588 5.8 -11 .955392 -0.3553927 -0.1374183 -0.004035 -90 .74976744 -0092 3.86665667 -11 .2612 00 .3 0 .33879651 -0 .1294391 0.003£9421 -397 .070035 .7 -0.01753 2.9 -10 .524944 0.97505595 -9 1221258 0.01120754 -1325 .973209 -0.00432 2 .32 -10 .066475 1.53352457 -0.1157066 0.01762672 -3625 .58976 .6 -0.00128 ..93333°33 -9.6130072 198199282 -0 .1105518 0 .02278153 -8533 .272145 -0 .000 43 1.65714286 .9 ?371089 2.26259112 -0 .1073231 0.02601024 -18068.8 .5515 -0 .00016 .1.45 -9 .34147.75 2.258_7248 -0 .1073727 0 .0259606 -36276.72156 -6 .1E-05 J.28588: 89 -9.9236497 1 .67535028 -9 .1140649 0.01926839 -75979.57794 -2.7 .E-05 1 .76 -12 .098011 -0.4980113 -0.1390576 -0 .0057243 -235030.1611 -5.2E-06 1.05494545 -23.613903 -12.0138 03 -0.271423 -0 .1330897 371774.9821 2.34E-06 0.96665667 25 .237611/ 36.8376117 0 .29008749 0.42342082 102680.7093 5 .57E-00 0.89230759 43900202 16.5 00202 0 .05735655 0.19668989 53446.62..563 7 .56E-06 0.8285711 43 1 .95226645 13:552 .2665 0 .02243984 0 .15577318 31259.53902 8.38E-06 0.77333333 0.99399653 12.493996 +8 0.01027583 0 .14360915 186079.. 94273 8.7.9E-06 0.725 0 .43274 452 12.0327445 0.004.97407 0.13830741 11035.0032 8. 99E-05 0 .63235294 0.21299363 11.812993 0.002 4482 0.13578153 6353.24081 9.,9 2E -0C• 0.64444444 0 .10457251 11.7045725 0 .00120198 0 .13453532 3541.025509 3. 13E-06 0.61052632 0 .05056256 11.6506526 0.00058233 0.13391565 1904. 521402 9. 150. -06 0.58 0 .02406123 11.6740617 0 .00027657 0 .1336099

Queui ng Model
Data
Arriv al rate (a.)
Service rate (A)
Number of servers(s)
*service ra te times nu mber of servers
must be greater tha n arrival rate
87 6 .73
14 Co mpu ta tion s
n nr
M/M/s BelC omp Car Wash Vacuum Stalls (µ = 6 .73 vph)
R esults
A verage s erver utilizati on(p)
0 .92386
Average number of customers in the qu eue(L1)

8.45457
Average n umber of cust om ers in the system(L)

21.3886
Average waiting time in th e qu eue(Wa)

0.09718
A verag e tim e in th e syst em(W)
D .24585
Probability (% of time) system is empty (Po)
0 .00 %
(8/;t)^ s/st Cumcu nt(s-I) terrr 2.
0 1
1 12.934 1
2 83. 644178 1. 3.934
360. 61793 23 3 97.578173
4 1156. 058085 45-5. 1363108
5 3016. 359056 1624.25419 5
fi 6502.264671 4640. 613252
7 12014 32.732 11.142. 87792
8 1942 4.1637 23157.20325
3 27914. 68147 42581.35894
10 36104. 84902 70496. 05047
11 42452. 73793 1066002994
12 45756. 97603 149053.6374
13 45524.67133 1948.16.5134
42058. 29285 2. 40335.284 8
15 36265.4 6397 282393. 5775
19 29316.09445 313659.0115
17 22304. .37444 34 7975.130
18 16026. 93215 37027.9. 5.105
19 10910.123. 19 386306.4426
20 7055.570667 357215. 5653
Po p 1, 1 .5 W W,
-1 .083794201 -11.934 12.534 •;4.017794 -1 .0837942 -9 .1611241 -0.0124574 -15 .29.983135 -0 .73213 6.46/ -13.250838 -0.3168383 -0.1573085 -0 .0035418 -108.9041 47; -0 .0832 .9 4 .31133333 -17.519234 0 .41476639 -0 .1438992 0 .00476743 -522.0765998 -0 .0I565 3.2335 -11.63 .1857 1.10214321 -0.1359984 0.91266831 -1500.905892 -0.00361 2.5868 -11 .201253 1 .73274717 -0 ..12875 0 .01091663 -5526.41881 -0 .00101 2 .15565667 -10.5460^2 2.28791784 -0 .1223688 0 .02629791 -14172 .61396 -0 .00033 1 .8 4771429 -10.196015 2.73798458 -0.1171956 0.03147109 -31494.38784 -0.00012 L61675 -9.9 .92552 3 .03143801 -0 .1138226 0.03484412 -63861.75223 -4 .7E-05 1.43711111 -5.8664265 3 .06757348 0 .1(34072 0.03525947 -123056.7451 -1.9E-05 1.2334 -10 .32 0388 2 .61311179 -0 .1186309 0.03003577 -241458.1785 -7.4E-96 1 .17581815 -11.9741128 0 .95987151 -0 .1376337 0 .01103301 -587884.0604 -2 .3E -06 1 .07783335 - .18 .551581 -5 .6175814 -0 .2132366 -0 .0645699 8966980.727 1.29E -07 0 .99492308 191 .80272 204 .73672 2.20462896 2 .35329563 5523603186 1.26E-06 0 .92385714 8 .45457291 21 .3885729 0.097179 0.24584557 263302.0133 .1.83E-05 0..6622566; 3 .0206908 .7 15.9546903 0 .03472058 0.18338725 152986.7942 2.12E-06 C .898 .375 1 .36835 457 14.3023546 0.01572821 0.16439488 93254.88574 217E-05 9 .76082353 0 .572 1 .1379 13.60631.38 0.00772774 0.15639441 56945.27812 2. 34E- 06 0.71855550 0.34939518 13.2743055 0.00391156 0 .15257822 . 3417222232 2.3.2E-06 0.63073682 0.17320729 13.1072873 0 .00199181 015065847 19970. 49722 2. 4E- 06 0.3467 0.087.52283 13.0215228 0.00100716 0 .14967383

Attachment D
Roadway Segment Average Daily Traffic Counts

Rower St

6. 7
Pa rk St

2.6 3.9
Arlington St
Rosecrans Ave
Al ondr a Blvd
April 1997
Figure 3-3
City of Bellflower
Existing Average Daily
Traffic (ADT) Volumes
Lege.nd.:

H1 City of Bellflower
Boundary
i 1
Major Arterial
Secondary Arterial
Collector
,J Local Street
Average Daily Traffic
(in thousands)
DKS Associ at es

•
0 4O
s/
m,.
et
b
F
8 .5
o odruff Av e

19.7 0
Compton
0)
Q
0)
v
Blvd
O
1 11.1
spr
Qo
> 11 .8
V) T
> 6)o
ro
a) -i
U ni
10 .1

23.1 ..,
2 1
Rosecrans Ave
29 .7
m 1
N
10 .5 5 .1
c.)
1i 91
m

18. 8 1 21.4
19i

8.4 Flower St

21.0 ^? 23.4
F/n
78 7. 5
Park St

9. 8

2.9 N

2.4 12
1 22.8

22.9 20
t
Ramona St
Rose Ave

8. 8

1.2 1.8
4-6
0 Q
N
.x
21944411111

2. 3
Arlington St
Q
_o
(II
cZ
Vista St,
N
„�r yTTs i
1 f:.
.o
N
0 c
(1)
VAlondra Blvd
(rtes Blvd

24. 8
183rd St
April 1997
Figure 4-1
City of Bellflower
Future Year 2015
Average Daily Traffic
Legend:

City of Bellflower
Boundary
Major Arterial
Secondary Arterial
C ollector
J Local Street
j xx. X Average Daily Traffic
(in thousands)
DKS Associates

City Council Meeting
May 13, 2024
Agenda Item 11-C
Conditional Use Permit Case No. CU 23-03
14755 Bellflower Boulevard / 9765 Somerset Boulevard
Presented By:

Kathryn Brun
Planning Department

14 768 BELLF LOWER B LVD

April 1st Planning Commission Meeting
1 Discussion:

Building facade enhancement and carwash tunnel enclosure Noise
Hours of operation
Perimeter block walls
Proposed driveways
ADA and employee parking
Signage
' Adopted Resolution No. PC 24-03 with the
following amendments:

Remove the requirement for the wall enclosure and leave the facade as -is but still require staff to review the final plans Change the operating hours from 8:00 a.m. to 7:00 p.m. daily to 7:00 a.m. to 8:00 p.m. daily
Improvements to the existing block wall are contingent upon a property survey and require existing signage on the wall to be a separate condition

CY)
O
9 A
N
ti;
= E
Om N
Ce a) 0_
ca
c
0 .
.

O
0 CV
�X
O 0
-5(13
ca
0)
it ca
a)
> o
0 U
Co
co
N co
CC) O
co
U 0
'3>_' N
to
O
2-
W
restaurant
O
0 42
02 co
D
CT
cn
i.
cn N
ca
Co
0 -c
C
(I) .

O
O
L- E
o_
a)
a a
E
0 CO

0 4-
a)
cn
-5
0 CO
E.
ti
0 E.
ci
co
0 2
D
0 0)
C
C0
0 O
0 O O
O
O a3cnC13
_z O

Site Plan
11iMMME1 CC C 9.45 Y311l = MNIM=1 ■iMINI■IM■ENIMENNI■
0 R20 R5

EXISTING CONCRETE PAD

TO REIM

4. 111'0 MN
:d �'} i ■ i
'MG gh
• I i�VA
pry ` ' M VACUUM VACUUM AM
415 1
1VAC
10 �`f�'y 0 11X 20 110 20 11 X
;IN
.AY IAY VACi M
TATION •.TATINI 11XE2�� .Ti— VACUUM

CANOPY TYPI
n I � I- Iraarmil, ■ EQUIPMENT
II ti.

Ur o h1
Pipm in
'f, m MI
-11111111F
L
r�� 0 cr�I OHC
� tH
EXISTING ASPHALT PAVED AREA —

TO REMAIN

PATCH AND REPAIR AS NEEDED

PROVIDE A FINISH ASPHALT COATING
AT ENTIRE LOT FOR A MATCHING FINISH.

VACUUM VACUUM VACU
UM VACUUM VACUUM 110 110 20 11X
20 110 20 110 20 uv
a

EXISTING

EQUIPMENT
• • ••

EXISTING HALL AY
■WOD
ms..
ft -
AD0.0
-$ -E
Y1
ACT NO. 5084 A
u MB 54/71-72
LOT 34
Sh
U
IX 20 11X 20
AWA

VACUUM MPLOYEE LQADING
11X 20 110 20 1ik 20
uMMO
L lutr
ADO 0 AD Of

VIMISEEIM
MICAL

EXISTING EASEMENT

EXISTING PROPERTY LINE
OH i
4443
N1\ SEE SITE NOTE 03
HI5 SHEET
09 27 23EXISTING CAR WASH TUNNEL
If
Carwash Tun
a

EXISTING CONCRETE PAD

REMAIN -
R10
NORM 111.

R20

LANDSCAPE
II■
I:�lll
a ISTINk•
C DR W
7 0 BE
Will
1 ;I
HC •s • •M
OHC OHC OHC •HC , �, '`/'
u J�EIYAE 42 OHAzad
C ; DRI r_ al

ROPERTY UNE
Somerset Boulevard
4 Building Elevations
4!1 =1 lealireiff-LTA-L-NE,11-1-M-1111111=
ii11hIIIIIIIIIIiIIIIiIIIIIIIIIIIII 1iiiiIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIuINIIIIIIIIIIIY limIIIIII IIIom 1111111 01 , EXTERIOR SOUTH ELEVATION
SCALE: I'-0'
� .kuiik 1v
k‘31triv._
i

1. l/i!?•-•t c'+1rn.rr • ri1��'��'i��'� hhj�
rr� ; den_

Express Carwash Locations
Star Express Car Wash
9130 Rosecrans Ave.

Tommy's Express Car Wash
15118 Lakewood Blvd.
111111111011111111111111411101111111
" 711m 11111LAIN"POW
pe r.

TLC Express Auto Wash
10100 Artesia Blvd.

Analysis
1 Queuing Analysis:

Site provides sufficient vehicle queuing at 22 vehicles Recommended project condition to limit customer parking to 8 minutes
1 Noise Study:

Project noise levels will not perceptibly increase the overall ambient sound level or require mitigation measures
1 Conditional Use Permit:

The project meets all four findings as outlined in Resolution No. 24-22, as conditioned.

Recommendation

1. Open the public hearing; take testimonial
and documentary evidence; and after
considering the evidence, adopt Resolution
No. 24-22; or

2. Alternatively, discuss and take other action
related to this item.

City Council Meeting
May 13, 2024
Agenda Item 11-C
Conditional Use Permit Case No. CU 23-03
14755 Bellflower Boulevard / 9765 Somerset Boulevard
Presented By:

Kathryn Brun
Planning Department

City Council Meeting
May 13, 2024
Agenda Item 11-C
Conditional Use Permit Case No. CU 23-03
14755 Bellflower Boulevard / 9765 Somerset Boulevard
Presented By:

Kathryn Brun
Planning Department

VACUUM VACUUM VACUUM VACUUM VACUUM VACUUM VACUUM ACUUM VACUU 1 IIX 20 IIX 20 11X 20 IIX 20 11X 20 11X 20 11X 20 11X 20 11x

Floor Plan
Somerset Boulevard
t
N

Elevation Alternative Design
TIM Mar
MUM
101E
r0ea .. wNxor _
•G
s1°xils vnN
.u. xxs
E101 PAM GM
mlM1
fl
MOM
s.a OM, MOM
10 . wows
01 PROPOSED CAR WASH SOUTH ELEVATION
WLLS
STLOS ikel
0_ ron, W m0
r1KA 0R�1Y ICCIR.1 - Rfl
1MU1 M A. 1113.3
SOIL: '!1C. P-0'
SIMMI
LLYMEI.

MINIM OWE N0w1
Mts. ss. MOM RV.

SUS
02 PROPOSED CAR WASH EAST ELEVATION 03 PROPOSED CAR WASH SOUTH EAST PERSPECTIVE %IL I/Ir. 1'e
;
1M11. MAK
11 MI. MK
AU'CR;AL AND FINISHES
Dens
10 KimM
Ew91NG
10 RAW
.0611011, we ninon
MD CO KWIC.
1381,14 No MOM
runn6 nut[
.410111 OLASS
.eob
MmE
ET"
MLLS
1M113 "
SR :E11 N�
�KMU
IM Ca. cws49
m,a
yQr
OMIMO
M MI we. S.

L IJ11 WOO 4ME R1Yr
SIMMIG 111,7
INLIAL
C1. EOxO LN 0491
me AMON
IOZSCEY IIO awaw
IMO 491 A. wlE1m
n»o.. 749
N11111 WA.
mil.
04 PROPOSED CAR WASH NORTH ELEVATION
SOIL tnr. re
1 11
-.070 7114
J In
11IM
1„a0 x00711
EGImul1 ,E9
mm
FNF

I� II! lhiiIl�lllllIIiIIIII
I JiflIlIIIItI!!F! !"jt
�� ...1 1 II i (
!!11M 1I ! 'O f page nnx ias
lilIl111iiIIIIIIIlll11111�1
II.�a 1.11 tiiill IUUP�I,.
1 Till 1111
lilll 11 �//■�R!111111 I:h iO:�;�f�„��"IUf/1■■•f116
I1L� � � f,,''�IMI,,1nnV111 NN
I !�1111 11��►� 11 / If�l 111 lilfl�tf lff��t�l�IftUU fl/.1 �., Hi I u �i ! !!!! utitll�f�111111:ti11111111111 *1
1p¢! ! tll!r A

Quikwash Express Carwash (Encino Location)
4�11111111_I_HI -1ti -- -- _ tuikVVash j
IIIIII�Y�II9a ii� �IIIIIIIIItt1P1!!Wu�u�u� �;74'
� .N

, o LLFLO ,
G,C
„G%WING TOGvrv'v,
staff eport
TO: Honorable Mayor and Members of the City Council
ATTENTION: Ryan Smoot, City Manager
FROM: Brian McNerney, Interim Director of Public Safety SUBJECT: Consideration and possible action to adopt Urgency Ordinance No. 1430 — An Urgency Ordinance amending Bellflower Municipal Code ("BMC”) Chapter 8.16 regulating fireworks in accordance with Government Code §§ 51306, et seq.; and read by title only, waive further reading and introduce Ordinance No. 1431 — An Ordinance amending Bellflower Municipal Code ("BMC") Chapter 8.16 regulating fireworks in accordance with Government Code §§ 51306, et seq.

DATE: May 13, 2024

EXECUTIVE SUMMARY
Chapter 8.16 of the BMC regulates the use, sale, and possession of safe and sane fireworks as well as those designated as non -safe and sane. The proposed urgency and regular ordinance would amend BMC Chapter 8.16 to define a responsible person and the liability a responsible person has when a violation is committed under BMC Chapter 8.16.

RECOMMENDATION TO CITY COUNCIL
1) Adopt Urgency Ordinance No. 1430 establishing BMC Chapter 8.16 as a strict liability violation and a responsible person's liability to violations committed under the section, and creating a definition of a responsible person; and
2) Read by title only, waive further reading, and introduce Ordinance No. 1431 establishing BMC Chapter 8.16 as a strict liability violation and a responsible person's liability to violations committed under the section, and creating a definition of a responsible person; or
3) Alternatively, discuss and take other action related to this item.

FISCAL IMPACT
There are no identifiable fiscal impacts associated with the proposed actions. Second reading and adoption of the regular Ordinance would occur at the May 28, 2024, City Council Meeting.

Page 1 of 2 ends

Bellflower City CouncilMay 13, 2024

Bellflower City Council
May 13, 2024