PC11-066Resolution PC 11-066
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MENIFEE
APPROVING PUBLIC USE PERMIT NO.2009-77 FOR THE SITING AND DESIGN OF
THE HIS LIGHT ON THE HILL CHURCH
Whereas, in July of 2008, the applicant, Stephen F. James, filed a formal
application with the County of Riverside (the local government authority for the project
area at that time) for Public Use Permit No. 902 (the "Project") to develop a church
complex in two phases. In Phase 1, the following activities would occur: (1) mass
grading of the subject site, (2), the construction of Buildings I and II. In Phase II,
Buildings III and IV will be constructed. This will occur on Assessor's Parcel Number
(APN #) 360-040-014, which is ±9.7 gross acres in size; and
Whereas, on October 1, 2008, the City of Menifee incorporated and then
became the local government authority for the project area; and
Whereas, between December 23, 2010 and January 21, 2011, the State -
mandated 30-day public review period for the Mitigated Negative Declaration took effect,
which was publicly noticed by a publication in the newspaper of general circulation,
notice to owners within 600 feet of the Project site boundaries, related agencies and
government agencies, copies of the Mitigated Negative Declaration sent to the State
Clearinghouse, a copy placed at the City Hall public counter; and
Whereas, on January 15, 2011, the Mitigated Negative Declaration was
distributed to the Planning Commission for review; and
Whereas, on January 25, 2011 the Planning Commission held a duly noticed
public hearing on the Mitigated Negative Declaration and the Project, considered public
testimony and materials in the staff report and accompanying documents, which hearing
was publicly noticed by a publication in the newspaper of general circulation, an agenda
posting, notice to property owners within 600 feet of the Project boundaries, and then
continued the project until the February 22, 2011 Planning Commission; and
Whereas, on February 22, 2011 the Planning Commission held a duly noticed
public hearing on the Mitigated Negative Declaration and the Project, considered public
testimony and materials in the staff report and accompanying documents, which hearing
was publicly noticed by a publication in the newspaper of general circulation, an agenda
posting, notice to property owners within 600 feet of the Project boundaries; and
Whereas, the siting and structures conform to all requirements of the Menifee
General Plan (the Riverside County General Plan, as adopted by the Menifee Planning
Commission) and to all applicable requirements of state law and the ordinances of
Menifee (the Riverside County ordinances, as adopted by the Menifee Planning
Commission), in that the siting and structures are allowed in the General Plan Land Use
category of Rural Community — Very Low Density Residential (RC-VLDR), as well as
being allowed in the Residential — Agricultural, one acre minimum (R-A-1) zoning district;
and
Whereas, the siting and structures are within the allowed setbacks, floor area,
and height limits; and
Whereas, the siting and structures are designed for the protection of the public
Resolution No. 11-066
Public Use Permit No. 2009-77
health, safety and general welfare and conform to the logical development of the land
and to be compatible with the present and future logical development of the surrounding
property, in that the structures conform to the zoning standards for the area and for the
type of structures; and
Whereas, the allowance of the church sanctuary and other related buildings do
require the location and need for dedication and improvement of necessary streets and
sidewalks, including the avoidance of traffic congestion, in that the project has been
conditioned to provide as such; and
Whereas, the allowance of the siting and structures did take into account
topographical and drainage conditions, including the need for dedication and
improvements of necessary structures as a part thereof, in that the Riverside County
Flood Control and Water Conservation District has reviewed the request and has
provided special conditions of approval related to drainage.
NOW, THEREFORE, the Planning Commission of the City of Menifee resolves
and orders as follows:
1. The Findings set out above are true and correct.
2. City of Menifee Case Public Use Permit Number 2009-77 is approved, subject to
the Conditions of Approval as set forth in Exhibit "A" to this Resolution and as
approved by the Planning Commission on February 22, 2011.
PASSED, APPROVED AND ADOPTED this 22nd day of Feb
Chris Thomas, Chairman
Attest:
Jennifer Allen, Planning Commission Secretary
Wallace W. Edgerton
Mayor
Fred Twyman
Vice Mayor
John V. Denver
Councilmember
Darcy Kuenzi
Councilmember
Thomas Fuhrman
Councilmember
29714 Haun Road
Menifee, CA 92586
Phone 951.672.6777
Fax 951.679.3843
www.cityofrnenifee.us
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss
CITY OF MENIFEE )
I, Jennifer Allen, Planning Commission Secretary of the City of Menifee, do
hereby certify that the foregoing Resolution No. 11-066 was duly adopted by the
Planning Commission of the City of Menifee at a meeting thereof held on the 22nd
day of February, 2011 by the following vote:
Ayes:
Liesemeyer, Matelko, Miller, Zimmerman, Thomas,
Noes:
None
Absent:
None
Abstain:
None
nnifer Allen, Planning Commission Secretary
EXHIBIT "B"
Conditions of Approval for His Light on the Hill
Public Use Permit No. 2009-77
Section I: Conditions applicable to All Departments
Section II: Planning Conditions of Approval
Section III: Engineering Conditions of Approval
Section IV: Flood Control Conditions of Approval
Section V: Fire Department Conditions of Approval
Section I:
Conditions Applicable to all
Departments
General Conditions:
1. Indemnification. The developer/applicant shall indemnify, protect, defend, and hold
harmless, the City and any agency or instrumentality thereof, and/or any of its officers,
employees and agents (collectively the "City") from any and all claims, actions,
demands, and liabilities arising or alleged to arise as the result of the applicant's
performance or failure to perform under this Plot Plan or the City's approval thereof, or
from any proceedings against or brought against the City, or any agency or
instrumentality thereof, or any of their officers, employees and agents, to attack, set
aside, void, annul, or seek monetary damages resulting from an action by the City or
County, or any agency or instrumentality thereof, advisory agency, appeal board or
legislative body including actions approved by the voters of the City, concerning Public
Use Permit No. 2009-77.
2. Zoning Compliance. The project shall conform to the Residential — Agricultural, one acre
minimum zoning regulations as subsequently amended.
3. Other City Codes. The project shall conform to all other regulations and ordinances of
the City of Menifee. Ordinances & Laws Compliance -The development of the
property shall be in accordance with the mandatory requirements of all Riverside County
ordinances including Ordinances Nos. 348 and state laws; and shall conform
substantially with the adopted Riverside County General Plan as filed in the office of the
Riverside County Planning Department, unless otherwise amended.
4. Approved Plans. The project shall be developed in substantial conformance with the
plans, colors, and materials approved by the Planning Commission on January 25, 2011,
and prepared by James design & development, Inc., dated August 24, 2010, or as
amended by these conditions. Any deviation shall require the appropriate Planning
Department review and approval in advance of implementation.
5. Hours of Construction. Truck and construction -related activities shall be restricted to
between the hours of 7:00 a.m. and 7:00 p.m. Monday -Saturday (excluding federal and
state holidays). Exceptions to these standards may be allowed only with written consent
of the Building Official per City Ordinance.
6. Muffling Construction Equipment. In accordance with City of Menifee Ordinance
No. 847, during all excavation and grading activities associated with project
construction, the construction contractor(s) shall ensure that all construction equipment,
fixed or mobile, is equipped with properly operating and maintained mufflers, consistent
with manufacturers' standards.
This requirement shall be noted on the specification sheet of all grading and
construction plans.
Property Maintenance. The site shall be maintained in a graffiti -free state at all
times. Existing graffiti located on the site shall be removed within 48 hours at the
expense of the property owner.
8. Subsequent Review. No expansion of the site or the use shall occur without
subsequent reviews and approvals from the Planning Department before such
expansion.
9. Development Restriction. Any use, activity, and/or development occurring on the site
without appropriate city approvals shall constitute a code violation and shall be treated as
such. Any deviation shall require the appropriate Planning Division review and approval
prior to such deviation.
10. No Billboards. No billboards are allowed on the property.
11. Property Use.
a) Normal Operations. The normal operations of the property may be used for
church activites as indicated on Attached Exhibit "T". For each normally -scheduled
outdoor event, the property may be used for a reasonable amount of time (up to 3
hours) before and after the event to allow for setup, cleanup, and other ancillary
activities. There will be no restriction for the indoor use of the property outside of the
times as described in Exhibit "T" for the purposes of setup, cleanup, maintenance or
other ancillary activities.
b) No Further Permit. In addition, weddings, funerals, holiday services and other
operations may occur on the project site as needed provided that Section C of this
condition is adhered to.
c) Permits Required. The following types of activities will require a Temporary
Outdoor Event from the City of Menifee include but are not limited to:
I) The use of modular or temporary structures (other than construction / office
trailers used during construction of the site).
II) Any outdoor activity using any amplified electronic device.
III) Any activity that would require more parking than exists on site.
For more information, please see City Ordinance No. 2009-22.
12. ADA Compliance. The project shall conform to all disabled access requirements in
accordance with the State of California, Title 24, and Federal Americans with Disabilities
Act (ADA), as applicable.
13. Parking. Parking for this project was determined primarily on the basis of County
Ordinance No. 348, Section 18.12. a.(2).b), Churches, chapels, and other places of
religious worship as follows: 1 space/35 sq. ft. of net assembly area, PLUS 1 space/200
sq. ft. of office area, PLUS 1 space / 500 sq ft of child care facilities, MINUS 2 spaces /
bus space.
14. Noise Levels. Exterior noise levels produced by any use allowed under this permit,
including, but not limited to, any outdoor public address system, shall not exceed 75
db(A), 10-minute LEQ, at the project boundaries. In the event noise exceeds this
standard, the permittee or the permittee's successor -in -interest shall take the necessary
steps to remedy the situation, which may include discontinued operation of the facilities.
16. Fees. The following fees shall be paid as appropriate to the project and paid at certain
times as determined by the City Manager:
(a) Related statutory school district fees in effect at the time of payment;
(b) Subsequent Reviews fees on an hourly basis (Ordinance No. 671);
(c) Open Space Mitigation fees (Ordinance No. 810);
(d) Multi -Species Habitat Conservation Plan fee (Ordinance No. 810);
(e) Stephen's Kangaroo Rat Habitat Conservation mitigation fee (Ordinance No.
663);
(f) All Development Impact Fees (DIF) in effect at the time of payment (Ordinance
No. 659), which include Traffic Signal Mitigation fees.
(g) Riverside County Transportation Uniform Mitigation West fees (TUMF) in effect at
the time of payment (Ordinance No. 824).
(h) Any outstanding development processing fees in effect at the time of payment.
(i) Any and all liens (if any) owed to the City of Menifee
17. Human Remains. If human remains are encountered, State Health and Safety Code
Section 7050.5 states that no further disturbance shall occur until the Riverside County
Coroner has made the necessary findings as to origin. Further, pursuant to Public
Resource Code Section 5097.98(b) remains shall be left in place and free from
disturbance until a final decision as to the treatment and disposition has been made. If
the Riverside County Coroner determines the remains to be Native American, the Native
American Heritage Commission shall be contacted within 24 hours of the discovery.
Subsequently, the Native American Heritage Commission shall identify the "most likely
descendant." The most likely descendant shall then make recommendations and engage
in consultation concerning the treatment of the remains as provided in Public Resources
Code Section 5097.98.
18. Cultural Artifacts. If during ground disturbance activities, unique cultural resources
are discovered that were not assessed by the archaeological report(s) and/or
environmental assessment conducted prior to project approval, the following procedures
shall be followed. Unique cultural resources are defined, for this condition, as being
multiple artifacts in close association with each other, but may include fewer artifacts if
the area of the find is determined to be of significance due to its sacred or cultural
importance. 1. All ground disturbance activities within 100 feet of the discovered cultural
resources shall be halted until a meeting is convened between the developer, the
archaeologist, the Native American tribal representative and the Planning Director to
discuss the significance of the find. 2. At the meeting, the significance of the discoveries
shall be discussed and after consultation with the Native American tribal representative
and the archaeologist, a decision shall be made, with the concurrence of the Planning
Director, as to the appropriate mitigation (documentation, recovery, avoidance, etc.) for
the cultural resources. 3. Grading of further ground disturbance shall not resume within
the area of the discovery until an agreement has been reached by all parties as to the
appropriate mitigation. 4. The recommendations as prescribed on Page 39 of the
Report entitled "A Phase I Cultural Resources Assessment of Public Use Permit No. 902"
shall be adhered to. Should further artifacts or impacts be discovered during grading
activities, then the procedures outlined in points 1 through 3 as listed above shall be
adhered to.
19. Landscape Maintenance. The project shall comply with provisions of the Menifee
Municipal Code regarding landscape maintenance. The site shall maintain all required
landscaping in viable growth condition. All landscaping shall be maintained by the
property owner.
Section II:
Planning Conditions of Aparov
Prior to Grading Permit Issuance
20 BUOW Preconstruction Survey. Prior to any ground -disturbing activity occurring on
the Project Site, a 30-day preconstruction clearance survey shall be conducted by a
qualified biologist to determine if any BUOW have emigrated onto the project's
disturbance limits. This survey shall follow protocol recommended by the Environmental
Programs Department of Riverside County (2006). ( )
that
21 ccertainopllafnts'be avo avoided, including For
the
giant reed, castorinstallation, Prior ben, and is
recommended
Pampas grass.The
use of non-native species known to be weedy invasives, such as German ivy,
periwinkle, or ice plant, should be also be prohibited. (MMB1O2)
Additionally for the off -site sewer installation, the project should have silt -fencing
installed at the boundary of the grading/construction limits to avoid any loose soil, rocks
or mud from running into the drainage feature during the sewer construction. (MMBIO3)
22. Breeding Bird Clearance Survey. All future clearing and grubbing should be
conducted outside of bird nesting seasons (February 1S'to August 315'). No grading
permit shall be issued between February I" and August 315` unless a qualified biologist
conducts a nesting bird surrey. The results of the survey shall be submitted to the
County's EPD for review. If nesting activity is observed, the CDFG and the US Fish and
Wildlife Service shall be contacted in order to establish proper buffers. Documentation
of the installation of buffers and consultation with
N t the grading activities. appropriate
agencies
shall be
submitted for review prior to conducting any g
23. Fencing. A fencing plan shall be submitted showing all wall and fence locations and
typical views of all types of fences or walls proposed. This plan shall require anti -graffiti
coatings on fences and walls, where applicable.
24. Archaeologist Retained. Prior to the issuance of any grading permits, a qualified
archaeologist (pursuant to the Secretary of the Interior's standards and guidelines) shall
be retained by the developer for consultation and comment on the proposed grading with
respect to potential impacts to archaeological and cultural resources. During grading
operations, when deemed necessary in the professional opinion of the retained
archaeologist or the Native American tribes (and as determined by the Planning
Director), the archaeologist, the archaeologist's on -site representative(s) and the Native
American monitor(s) shall actively monitor all project related grading and construction
and shall have the authority to temporarily divert, redirect, or halt grading activity to allow
the issuance of
recovery of ermitslfthenname, address and tor elephone number of theural resources. Prior oretained archaeologist
grading p
and the Native American representative shall be submitted to the Planning Department
and the Department of Building Native American tr be(s) finds no (potential for impacts
ogist, after
consultation with the appropriate
to archeological or cultural resources, a letter shall be submitted to the Planning
Department certifying this finding by the retained qualified archaeologist.
s) from the
riate Native
25. Native
American
shallrequired' be required on site during tor Retained. Tribal tall (ground disturbing pactivit es.
American tThe
t1
developer shall retain a qualified tribal monitor from the appropriate Native American
tribe. Prior to issuance of a grading permit, the developer shall submit a copy of a
signed contract ("treatment agreement') between the appropriate Native American tribe
and the developer for the monitoring of the project to the Planning Department and to
the Department of Building and Safety. The treatment agreement shall address the
treatment and disposition of all cultural resources, including human remains and
ceremonial items, impacted as a result of the development. The Developer shall
relinquish ownership of all cultural resources, including all archeological artifacts that are
of Native American origin, found in the project area to the appropriate Native American
tribe for proper treatment and disposition. The Native American monitor(s) shall have the
authority to monitor all ground disturbance activities and shall have the authority to
temporarily divert, redirect or halt grading activities to allow recovery of Native American
resources.
Prior to Buildina Permit Issuance
26. Building Plans. All Conditions of Approval shall be copied onto the approved building
plans (immediately following the cover sheet) and annotated to indicate the appropriate
sheet number to verify satisfaction of individual conditions.
27. Landscape Plans. The permit holder shall file seven (7) sets of a Landscaping and
Irrigation Plan to the City Planning Department for review and approval. Said plan shall
be submitted to the Department in the form of a plot plan application pursuant to County
Ordinance No. 348, Section 18.30.a.(1) (Plot Plans not subject to the California
Environmental Quality Act and not subject to review by any governmental agency other
than the Planning Department), along with the current fee. The plan shall be in
compliance with Section 18.12, Sections 19.300 through 19.304., and the PUBLIC USE
PERMIT conditions of approval. The plan shall show all common open space areas. The
plan shall address all areas and conditions of the tract requiring landscaping and
irrigation to be installed including, but not limited to, (slope planting, common area and/or
park landscaping, and individual front yard landscaping). Emphasis shall be placed on
using plant species that are drought tolerant and which have low water usage.
Landscaping and Irrigation Plot Plans shall be prepared consistent with Ordinance No.
859 (as adopted and any amendments thereto), the Riverside County Guide to California
Landscaping, and Ordinance No. 348, Section 18.12.
Landscaping plans for areas that are totally within the road right-of-way shall be
submitted to the Transportation Department only. Slope Landscaping plans for slopes
exceeding 3 feet in height shall be submitted to the Building & Safety Department.
NOTES: The Landscape plot plan may include the requirements of any other minor plot
plan required by the subdivision conditions of approval. However, minor plot plan
conditions of approval shall be cleared individually.
Said landscaping plan shall be in conformance to Exhibit L, dated August 24, 2010
28. Landscape Securities. Performance securities, in amounts to be determined by the
Director of Building and Safety to guarantee the installation of plantings, irrigation
system, walls and/or fences, in accordance with the approved plan, shall be filed with the
Department of Building and Safety. Securities may require review by County Counsel
and other staff. Permit holder is encouraged to allow adequate time to ensure that
securities are in place. The performance security may be released one year after
structural final, inspection report, and the One -Year Post Establishment report confirms
that the planting and irrigation components have been adequately installed and
maintained. A cash security shall be required when the estimated cost is $2,500.00 or
less.
29. Landscape Inspection. Prior to issuance of building permits, the permit holder shall
open a Landscape DBF case and deposit the prevailing DBF amount to cover the Six
Month and One Year Landscape Inspections. In the event that no Landscape DBF case
type is available through the County, then the applicant shall open and deposit sufficient
funds into an HR case type at the current prevailing, Board adopted, hourly rate. The
amount of hours for the Six Month and One Year Landscape Inspections will be
determined by the County Planning Department's Landscape personnel prior to approval
of the requisite Minor Plot Plan for Planting and Irrigation.
30. Elevations. Elevations of all buildings and structures submitted for building plan check
approval shall be in substantial conformance with the elevations shown on APPROVED
EXHIBITS B-1-1, B-1-2, B-2-1, B-2-3, and B-2-4, dated August 24, 2010.
31. Floor Plans. Floor plans shall be in substantial conformance with that shown on
APPROVED EXHIBITS C-1-1, C-1-2, C-2-3a, and C-2-3b, dated August 24. 2010.
Roof mounted equipment shall be shielded from ground view. Screening material shall
be subject to Planning Department approval.
Prior to Final Inspection
32. Final Planning Inspection. The applicant shall obtain final building permit sign -off from
the Planning Department for each building permit issued by scheduling a final Planning
inspection prior to the final sign -off from the Building Department. Planning staff shall
verify that all pertinent conditions of approval have been met and that the development
complies with the approved set of building permit plans. The applicant shall have all
required paving, parking, walls, site lighting, landscaping and automatic irrigation
installed and in good condition.
33. Utilities. All utility facilities attached to buildings, including meters and utility boxes,
shall be painted to match the wall of the building to which they are affixed. These
facilities shall also be screened from the public right-of-way by landscaping.
34. Improvements. All required off -site and on -site improvements shall be completed and
functioning, including undergrounding of utilities, unless otherwise approved by the City. A
certificate should be obtained from the pertinent utility company and submitted to the
Public Works Department as proof of completion for the utilities.
35. Mechanical and Roof Mounted Equipment. All mechanical equipment, including roof
mounted air conditioning units and equipment shall be screened from the public right-of-
way, or as otherwise approved by the Planning Director.
10
35. Trash. One (1) trash enclosures which are adequate to enclose a minimum of two (2)
bins shall be located as shown on the APPROVED EXHIBIT A, and shall be constructed
prior to the issuance of occupancy permits. The enclosure(s) shall be a minimum of six
(6) feet in height and shall be made with masonry block, landscaping screening,
overhead trellis, and a solid gate which screens the bins from external view as shown
on APPROVED EXHIBIT B. Additional enclosed area for collection of recyclable
materials shall be located within, near or adjacent to each trash and rubbish disposal
area. The recycling collection area shall be a minimum of fifty percent (50%) of the area
provided for the trash/rubbish enclosure(s) or as approved by the Riverside County
Waste Management Department. All recycling bins shall be labeled with the universal
recycling symbol and with signage indicating to the users the type of material to be
deposited in each bin.
36. Development Fees. Prior to the final occupation of each building, the applicant shall
pay the following fees to the City of Menifee:
Related statutory school district fees in effect at the time of payment;
Open Space Mitigation fees (Ordinance No. 810);
Multi -Species Habitat Conservation Plan fee (Ordinance No. 810);
Stephen's Kangaroo Rat Habitat Conservation mitigation fee (Ordinance No.
663);
All Development Impact Fees (DIF) in effect at the time of payment (Ordinance
No. 659), which include Traffic Signal Mitigation fees.
Riverside County Transportation Uniform Mitigation West fees (TUMF) in effect
at the time of payment (Ordinance No. 824).
Homeland / Romoland Area Drainage Plan (ADP) fees, including Line A
Subwatershed fee; and
11
Section III:
Enaineerina/Transportation/ Gradin
Conditions of Approval
The Engineering Department recommends the following conditions of approval for this project.
Unless stated otherwise, all conditions shall be completed by the applicant at not cost to the City
or any other Government Agency:
General Conditions:
37. Construction Times of Operation - Construction adjacent to existing residential
development shall be limited to the hours of 7 a.m. to 7 p.m., Monday through
Friday. Construction should not be allowed on weekends or federal holidays.
38. General Grading Conditions - All grading shall conform to the latest edition of the
latest adopted edition of the California Building Code, City General Plan,
Ordinance 457 and all other relevant laws, rules and regulations governing grading
in the City Ordinance 457 requires a grading permit prior to clearing, grubbing, or
any top soil disturbances related to construction grading notice: Operators of
construction projects are required to comply with the National Pollutant Discharge
Elimination System (NPDES) Construction Permit from the State Water Resources
Control Board (SWRCB). The Construction Permit requirement applies to this
project and the applicant may obtain compliance by electronically submitting a
Notice of Intent (NOI) and monitoring plan for the construction site. For additional
information and to obtain a copy of the NPDES state construction permit, contact
SWRCB.
39. Erosion Control - Graded but undeveloped land shall provide, in addition to
erosion control planting, any drainage facilities deemed necessary to control or
prevent erosion. Erosion and sediment control BMPs are required year round in
compliance with the State Water Resources Control Board (SWRCB) General
Construction Permit. Additional erosion protection may be required during the rainy
season from October 15 to April 15
40. Dust Control - During the actual grading, all necessary measures to control dust
shall be implemented by the applicant in accordance with AQMD requirements. A
watering device shall be present and in use at the project site during all grading
operations.
41.100 Year Drainage Facilities - All drainage facilities shall be designed to
accommodate 100 year storm flows as approved by the Riverside County Flood
Control District and the City Engineering Department.
42. Existing CMP Drainage Facilities — At the discretion of the City Engineer, existing
corrugated metal pipe (CMP) drainage facilities under the roads along the frontage
of the project shall be replaced with permanent reinforced concrete pipe (RCP)
facilities of the same diameter prior to any road improvement.
43. Drainage Grade - Minimum drainage design grade shall be 1%. The engineer
must submit a variance request for design grades less than 1 % with a justification
for a lesser grade. Portland cement concrete shall have a minimum 0.5% grade as
approved by the City Engineer.
44. Drainage Facilities and Terracing - Provide drainage facilities and terracing in
conformance with Section J109 of the California Building Code.
45. Slope Setbacks - Observe slope setbacks per Section J108, figure J108.1 of the
California Building Code.
46. 2:1 Maximum Slope - Graded slopes shall be limited to a maximum steepness
ratio of 2:1 (horizontal to vertical) unless otherwise approved. Slopes shall be
contour graded and be less than 2:1 where possible to produce a natural
apprearance.
47. Sewer Lines — All sewer line alignments shall be designed such that the manholes
are aligned with the center of lanes or on the lane line and in accordance with
Ordinances 460/461 and Eastern Municipal Water District standards.
48. Perpetual Drainage Patterns - The property's grading shall be designed in a
manner that perpetuates the existing natural drainage patterns with respect to
tributary drainage area, outlet points and outlet conditions; otherwise, a drainage
easement shall be obtained from the affected property owners for the release of
concentrated or diverted storm flows. A copy of the recorded drainage easement
shall be submitted to the District for review.
49. Paving Inspections - The applicant/applicant shall be responsible for obtaining
the paving inspections required by Ordinance 457.
50. Traffic Signal Mitigation Program - The applicant shall participate in the Traffic
Signal Mitigation Program as approved by the City Council.
51. Driveways — The following designations shall describe the locations of the project
driveway access points.
Driveway A — Murrieta Road driveway designated as secondary entrance
Driveway B — Holland Road driveway designated as the main entrance
Driveways shall be designed per County of Riverside standard 207A. The sidewalk
across the driveway approach shall be in the public right of way. Additional Right of
Way may need to be dedicated depending on the final engineering design.
52. Development Access — The main entrance (Driveway "B") will have full access
from Holland Road and left in/out movements may be restricted in the future at the
City's discretion. The secondary access on Murrieta Road shall be right in -right out
(Driveway A). Drainage across accesses will be conveyed via catch basin
interception to pipe system preceding the access to the satisfaction of the City
Engineer.
53. Encroachment Permits — All work to be performed in City, State, or local agency
right-of-way shall obtain all required encroachment permits and clearances prior to
commencement of work.
54. Concrete Work — All concrete work including curbs, gutters, sidewalks, driveways,
cross gutters, catch basins, manholes, vaults, etc. shall be constructed with
concrete having a 24 day minimum strength of 3,250 psi.
55. Road Improvements - All roads shall be improved, per the recommended General
Plan designation, or as otherwise approved by the City Engineer. The associated
conditions of approval incorporate mitigation measures which are necessary to
achieve or maintain the required level of service.
56. Dedications — The following road dedications shall be required, unless otherwise
approved by the City Engineer:
Murrieta Road ultimate right-of-way shall be dedicated for an Arterial Highway
Half Street width per Riverside County Standard No. 92 (43764') on Murrieta
Road. Additional right-of-way shall be acquired by the adjacent property owner
and provide transition improvements to the existing road as approved by the City
Engineer. If the Applicant is unsuccessful in negotiating any right-of-way
acquisition with the adjacent owners after a 30 day period, then the City shall
conduct the necessary analysis to determine in its sole discretion whether to
attempt to acquire the right-of-way by exercise of its power of eminent domain;
provided, however, that nothing herein shall be deemed a prejudgment or
commitment with respect to condemnation. In the event that the right-of-way
cannot be acquired and the City elects to not exercise its power of eminent
domain, then the applicant shall provide full improvements within the project
limits and transition within the existing right of way.
Holland Road ultimate right-of-way shall be dedicated for a Major Highway Half
Street width per Riverside County Standard No. 93 (38'/59') on Holland Road
with widened configuration at the Murrieta Road intersection. Additional right-of-
way shall be acquired, if necessary, from the adjacent property owner to provide
transition improvements to the existing road as approved by the City Engineer. I
the Applicant is unsuccessful in negotiating any right-of-way acquisition with the
adjacent owners after a 30 day period, then the City shall conduct the necessary
analysis to determine in its sole discretion whether to attempt to acquire the right-
of-way by exercise of its power of eminent domain; provided, however, that
nothing herein shall be deemed a prejudgment or commitment with respect to
condemnation. In the event that the right-of-way cannot be acquired and the City
elects to not exercise its power of eminent domain, then the applicant shall
provide full improvements within the project limits and transition within the
existing right of way.
In the event that the property across from Holland Road is acquired by the same
owner of this project prior to any construction, Holland Road will be realigned.
Applicant will responsible to submit dedication and vacation documents.
57. Landscape in Right -of -Way. Landscaping within public road right-of-way shall
comply with Engineering Department standards and Ordinances 457 and 461 and
shall require approval by the Engineering Department. Landscaping plans shall be
submitted on standard City Plan sheet format (24" X 36"). Landscaping plans shall
be submitted with the street improvement plans. Assurance of continuous
maintenance is required to include an application for annexation into a
Landscaping and Lighting Maintenance District by contacting the Transportation
Department at (951) 955-6829. The City of Menifee is schedule to take over the
administration of this district in 2012. The landscaping will consists of trees and
shrubs irrigated by drip irrigation systems all as specified by the L&LMD. The use
of turf is prohibited along with spray irrigation. Ordinances 457 and 461 govern the
use of landscaping. The requirement of one tree every 20' of roadway alignment is
required for this project on both sides of Murrieta and Holland Road. The
applicant's responsibility for the installation of landscaping shall be at the discretion
of the City Engineer at the time of installation. The tree size requirement is
changed to 80% 5 gallon or larger, 15% 15 gallon or larger, and 5% 24" box trees.
The landscape designer in encouraged to vary the alignment of trails to provide
areas to clump trees and bushes rather than space them every 20% although the
same total quantity of trees are required.
58. Landscape and Lighting Maintenance District (LUMD) - The applicant shall
submit to the City or its designee, the Transportation Department L&LMD
Administrator the following:
a. Completed Engineering Department application
b. (2)Sets of street lighting plans approved by Engineering Department.
c. (2)Sets of landscape and irrigation plans approved by Engineering
Department.
d. Appropriate fees for annexation.
e. "Streetlight Authorization" form from SCE, IID or other electric provider.
59. Assessment Districts - Should this project lie within any assessment/benefit
district, the applicant shall, prior to issuance of a building permit, make application
for and pay for their reapportionment of the assessments or pay the unit fees in the
benefit district unless said fees are deferred to building permit.
60. ADA Compliance — ADA path of travel shall be designed at the most convenient
accesses and the shortest distance to the buildings in accordance with ADA design
standards and to the satisfaction of the City Engineer and City Building Official.
61. Maximum and minimum grades - Engineer of record is advised to not base the
design on minimum and maximum grades for ADA and project grading design to
allow for construction tolerances. Any improvement that is out of the minimum and
maximum values will not be accepted by the City Inspector. It will need to be
removed and replaced at owner's expense.
Prior to Grading Permit Issuance:
62. General Introduction - Improvements such as grading, filling, over excavation and
recompaction, and base or paving which require a grading permit are subject to the
included City Grading conditions of approval.
63. Geotechnical and Soils Reports Submittals - All grading shall be done in
conformance with the recommendations of the included geotechnical/soils reports
and under the general direction of a licensed geotechnical engineer.
Geotechnical/soils reports shall be submitted to the City Engineering Department
for approval prior to issuance of a grading permit. All grading shall be in
conformance with the recommendations of the geotechnical/soils reports as
approved by the City. The geotechnical/soils, compaction and inspection reports
will be reviewed in accordance with the Riverside County Geotechnical Guidelines
for Review of Geotechnical and Geologic Reports. A pregrading meeting,
certifications, approvals and inspection procedures will be implemented per the
City Building and Safety Grading Inspection process.
64. Grading Permit for Clearing and Grubbing - Ordinance 457 requires a grading
permit prior to clearing, grubbing, or any top soil disturbances related to
construction grading.
65. Slope Erosion Control Plan - Erosion control - landscape plans, required for
manufactured slopes greater than 3 feet in vertical height, are to be signed by a
registered landscape architect and bonded per the requirements of Ordinance 457.
66. Grading Bonds - Grading in excess of 199 cubic yards will require performance
security to be posted with the City Engineering Department.
67. Import/Export - In instances where a grading plan involves import or export, prior
to obtaining a grading permit, the applicant shall have obtained approval for the
import/export location from the City Engineering Department. Additionally, if either
location was not previously analyzed by an Environmental Assessment, prior to
issuing a grading permit a Grading Environmental Assessment shall be submitted
to the City Engineering Department for review and comment and to the Menifee
City Engineer for approval. A haul route must be submitted and approved by the
Engineering department prior to grading operations.
68. offsite Grading Easements - Prior to the issuance of a grading permit, it shall be
the sole responsibility of the applicant to obtain any and all proposed or required
easements and/or permissions necessary to perform the grading herein proposed.
A notarized agreement and recorded documents shall be submitted to the
Engineering Department.
69. Plan Submittals - Three (3) copies of the improvement plans, grading plans and
any other necessary documentation along with supporting hydrologic and hydraulic
calculations shall be submitted to the City Engineering Department for review. The
plans shall receive City approval prior to issuance of grading permits. All submittals
shall be date stamped by the engineer and include the appropriate plan check
deposits. All large format plans shall be bulk folded to 9"x12". A CD of all items
shall be submitted with each plan check. A scanned image of the final approved
improvement plans shall be provided to the City. ACAD files 2004 or later are
required for all final maps upon approval.
70. Final WQMP - A Final WQMP shall be submitted for review and approval by the
City Engineering Department for all ongoing drainage facilities and maintenance.
The Final WQMP shall conform to the latest requirements set forth by the Regional
Water Quality Control Board, order R8-2010-0033
71. BMP Maintenance Agreement — Project owner shall execute and record BMP
Maintenance Agreement upon approval of final WQMP.
72. Increased Runoff - The proposed development of this site may adversely impact
downstream property applicants by increasing the rate and volume of flood flows.
To mitigate this impact, onsite detention facilities shall be designed and approved.
73. Increase Runoff Criteria - The entire area of proposed development may be
routed through detention facilities to mitigate increased runoff. All basins must have
positive drainage; dead storage basins shall not be acceptable. Storms to be
studied will include the 1-hour, 3-hour, 6-hour and 24-hour duration events for the
2-year, 5-year and 10-year return frequencies. Detention basin(s) and outlet(s)
sizing will ensure that none of these storm events has a higher peak discharge in
the after" condition than in the "before" condition. For the 2-year and 5-year
events the loss rate will be determined using an AMC I condition. For the 10-year
event AMC II will be used. Constant loss rates shall be used for the 1-hour, 3-hour
and 6-hour events. A variable loss rate shall be used for the 24-hour events. Low
Loss rates will be determined using the following: 1. Undeveloped Condition -->
LOW LOSS = 90% 2. Developed Condition --> LOW LOSS = .9 - (.8 X %
IMPERVIOUS) 3. Basin Site --> LOW LOSS = 10% Where possible and feasible
the on -site flows shall be mitigated before combining with off -site flows to minimize
the size of the detention facility required. If it is necessary to combine off -site and
on -site flows into a detention facility two separate conditions shall be evaluated for
each duration/return period/before-after development combination studied; the first
for the total tributary area (off -site plus on -site), and the second for the area to be
developed alone (on -site). It must be clearly demonstrated that there is no increase
in peak flow rates under either condition (total tributary area or on -site alone), for
each of the return period/duration combinations required to be evaluated. A single
plot showing the pre -developed, post -developed and routed hydrographs for each
storm considered, shall be included with the submittal of the hydrology study. No
outlet pipe(s) will be less than 18" in diameter. Where necessary an orifice plate
may be used to restrict outflow rates. Appropriate trash racks shall be provided for
all outlets less than 48" in diameter. The basin(s) and outlet structure(s) must be
capable of passing the 100-year storm without damage to the facility. Mitigation
basins shall be designed for joint use and be incorporated into open space or park
areas. Side slopes shall be no steeper than 4:1 and depths shall be minimized
where public access is uncontrolled. A viable maintenance mechanism (a Final
WQMP), acceptable to City Engineering Department, shall be provided for
detention facilities.
74. Increased Runoff Study Required - A complete drainage study including, but not
limited to, hydrologic and hydraulic calculations for the proposed detention
facilities, shall be submitted to the City Engineering Department for review and
approval. Increased runoff mitigation basin criteria shall be as indicated in condition
"Increased Runoff Criteria". If the City Engineer approves an increased runoff
policy which supersedes this criterion prior to the submittal of the complete
drainage study, then the current policy shall apply.
75. NPDES Compliance — This project requires a National Pollutant Discharge
Elimination System (NPDES) Construction General Permit from the State Water
Resources Control Board. Clearance for grading shall not be given until the district
and the City Engineering Department has determined that the project has complied
with the current Regional Water Quality Control Board requirements regarding the
NPDES Construction General Permit. The applicant shall file a Notice of Intent
electronically with the EPA and provide a copy of this document to the Engineering
Department. The applicant shall provide the City Engineering Department evidence
of compliance with the requirement to obtain a construction permit from the State
Water Resource Control Board (SWRCB). The applicant operator can comply by
submitting a "Notice of Intent" (NO1), develop and implement a Storm Water
Pollution Prevention Plan (SWPPP) and a monitoring program and reporting plan
for the construction site. For additional information and to obtain a copy of the
NPDES State Construction Permit contact the SWRCB. Additionally, at the time
the City adopts, as part of any ordinance, regulations specific to the NPDES, this
project shall comply with them.
76. SWPPP Required - The applicant shall provide written proof of compliance with
the California Regional Water Quality Control Board, Santa Ana Region's
Watershed -wide waste discharge requirements as follows: The management and
maintenance of the project site shall be in accordance with the projects approved
Storm Water Pollution Prevention Plans (SWPPPs), Monitoring Programs, and
Post Construction Management Plans to include the following best management
practices (BMPs) to reduce storm water pollution: The Applicant shall provide
educational materials to the facility manager and employees on good
housekeeping practices which contribute to the protection of storm water quality.
These educational materials shall be provided by the Riverside County Flood
Control and Water Conservation District and shall be distributed by the property
applicant. These materials shall address good housekeeping practices associated
with the site's land use and or uses (e.g., good housekeeping practices for office,
or industrial land use). Employers at this site shall adapt these materials for training
their employees in good housekeeping practices (BMP N1 & N13); Only pesticide
applicators who are certified by the State of California as Qualified Applicators or
who are directly supervised by a Qualified Applicator shall apply pesticides to
common area landscaping. The applicator shall apply all pesticides in strict
accordance with pesticide application laws as stated in the California Food and
Agricultural Code. Fertilizer shall be applied to area landscaping in accordance
with the manufacturer's recommendations. Application to hardscape surfaces shall
be avoided (BMP N3); The 'catch basins', more particularly described on approved
Exhibit A shall be inspected and, if necessary, cleaned by the applicants no later
than October 15th of each year. "ONLY RAIN IN THE DRAIN' and 'NO DUMPING'
stencils shall be repainted as necessary to maintain legibility (BMP N4 & S12); The
property applicant shall keep the area free of litter. Litter receptacles shall be
emptied at least once a month. Where improper disposal of trash has occurred, the
operator shall take corrective action within forty-eight hours of discovery (BMP N5);
The 'water quality inlets, oil/water separators and trash racks' shall be inspected
and, if necessary, cleaned by the operator no later than October 15th of each year
(BMP S4 & S13). The driveways and parking lots shall be swept by the property
applicant at least once a year and shall be swept no later than October 15th of
each year (BMP N6); The property applicant shall keep loading docks in a clean
and orderly condition through a regular program of sweeping, litter control, and the
immediate cleanup of spills and broken containers. In accordance with the
Riverside County Ordinance No. 754, Establishing Storm Water/Urban Runoff
Management and Discharge Controls, illicit discharges and non -storm water
discharges (e.g., wash water) from loading docks to storm water drains shall not be
allowed (BMP N12); The property applicant shall maintain an up-to-date list
identifying the party or parties responsible for the implementation and maintenance
of each of the BMPs described herein. The list shall include the party's name,
organization, address, a phone number at which the party may be reached 24
hours a day, and a description of the party's responsibility for implementation and
maintenance of a particular BMP (BMP N14). Applicant shall conform to the latest
NPDES requirements for BMP set forth by the Regional Water Quality Control
Board at the time of installation.
77. Construction Traffic Control Plan - Prior to commencement of construction of
any kind, the applicant shall submit to the City Engineering Department for
approval a Construction Traffic Control Plan in compliance with the latest
CAMUTCD standards. This plan shall address impacts from truck traffic, noise, and
dust and shall propose measures to minimize these effects and provide for safe
use of the roads during construction. Included in this plan shall be the Traffic
Safety Plan for construction impacts in the road right-of-way. This plan shall
specify, for each phase, what measures are required to mitigate the following:
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b. Dust and dirt fallout from truck loads and from entrainment onto City roadways.
Street sweeping is required biweekly during construction activity and daily during
all grading operations. Corrugated steel panels, gravel, and wheel washing
BMPs shall be installed at all approved construction entrances as part of the
SWPPP.
c. Noise mitigation from truck traffic, including timing of construction, and operation
of vehicles through the surrounding residential streets.
d. Traffic safety within the road right-of-way including temporary traffic control
measures and devices.
78. Design Criteria:
a. On -Site Parking — Parking stalls and driveways shall not have grade breaks
exceeding 4%. A 50' minimum vertical curve shall be provided where grade breaks
exceed 4%. 5% grade is the maximum slope for any parking area.
b. Down Drains - Concrete down drains that outlet onto parking lot areas are not
allowed. Drainage that has been collected in concrete ditches or swales should be
collected into the drainage system underground or outlet with appropriate velocity
reducers into BMP devises.
c. Slopes - All manufactured slopes exceeding 3' shall have some type of drainage
swale at the toe of the slope to collect any runoff.
d. Pavement - Permeable pavement requires the layers of filter material to be
installed relatively flat. As such, the permeable pavement areas should have a
maximum surface gradient of 2%.
e. Sewer Easement — Proof that all off -site easements for off -site sewer lines have
been obtained and approved by the corresponding purveyor shall be provided to
the City Engineering Department.
Any of the above considerations may require a redesign of the project. Significant
redesigns may require a revised Public Use Permit.
79. Line of Site - A separate light of sight exhibit shall be provided with grading plans
to verify adequate sight distance requirements by showing the limited use areas on
the grading plan.
80.Ordinances 461 - With respect to the conditions for tentative exhibits, the
applicants shall provide all street improvements, street improvement plans and/or
road dedications set forth herein in accordance with Riverside County Road
Improvement Standards (Ordinance 461). It is understood that the exhibit correctly
shows acceptable centerline elevations, all existing easements, traveled ways, and
drainage courses with appropriate Q's. These Ordinances and all conditions of
approval are essential parts and a requirement occurring in one is as binding as
though occurring in all. All questions regarding the true meaning of the conditions
shall be referred to the City Engineering Department.
81. Dry Utility Installations - Electrical power, telephone, communication, street
lighting, and cable television lines shall be placed underground in accordance with
Ordinance 460 and 461, or as approved by the Engineering Department. This also
applies to existing overhead lines which are 33.6 kilovolts or below along the
project frontage and between the nearest poles offsite in each direction of the
project site.
82. Site Drainage - Positive drainage of the site shall be provided, and water shall not
be allowed to pond behind or flow over and cut and fill slopes. Where water is
collected in a common area and discharged, protection of the native soils shall be
provided by planting erosion resistant vegetation, as the native soils are
susceptible to erosion by running water. Maximum inclination of all cut and fill
slopes shall be 2 horizontal to 1 vertical. Final determination of the foundation
characteristics of soils within on -site development areas shall be performed by a
geotechnical engineer. Prior to issuance of grading permits, a seismic refraction
survey shall be conducted to evaluate the rippability characteristics of the bedrock
on -site indicating the approximate rippability of the bedrock materials at various
depths for grading purposes.
Prior to Building Permit Issuance:
83. Grading Conditions - The property applicant shall obtain a grading permit and
approval to construct from the City Engineering Department. The applicant's civil
engineer shall provide the standard City of Menifee rough grade certification form
prior to issuance of building permit for each building. The applicant's geotechnical
engineer shall submit compaction reports with 90% or better prior to building permit
issuance.
84. Conform to Elevations/Geotechnical Compaction - Rough Grade Elevations of
all building pads and structure pads submitted for grading plan check approval
shall be in substantial conformance with the elevations shown on the approved
Grading Plans. The appropriate Engineer -of -Record Rough Grade Certification
shall be submitted for verification/acceptance to the City Engineering Department.
The appropriate Engineer -of -Record Compaction Testing Certification meeting
compliance with the approved project geotechnical/soils report shall be submitted
for verification/acceptance to the City Engineering Department.
85. Improvement Plans - Improvement plans for the required improvements must be
prepared and shall be based upon a design profile showing existing conditions
extending a minimum of 300 feet beyond the project improvements (including
transitions) at a grade and alignment as approved by the City Engineering
Department. Completion of road improvements does not imply acceptance for
maintenance by the City.
86. Signing and Striping Plan - A signing and striping plan conforming to all
requirements, conditions, and provisions of the CAMUTCD is required for this
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project. The applicant shall be responsible for any additional paving required to
implement the striping plan. Traffic signing and striping shall be performed by City
forces with all incurred costs borne by the applicant, unless otherwise approved by
the City Engineer.
87. Street Light Plan - A separate street light plan is required for this project. Street
lighting shall be designed in accordance with Street Light Specification Chart found
in Specification Section 22 of Ordinance 461. For projects within SCE boundaries
use County of Riverside Ordinance 461, Standard No's 1000 or 1001.
88. Murrieta Road - Murrieta Road is designated as an Arterial Highway and shall be
improved with 43 foot half -width and 23' partial width AC pavement, 8" raised
median (fee in lieu), 8" concrete curb- and -gutter, and 8' wide meandering sidewalk
(6" thick reinforced concrete) within the 64' half -width dedicated right-of-way in
accordance with County of Riverside Standard No. 92. (43764') (Modified). Tapers
shall be designed per County of Riverside design guidelines.
89. Holland Road — Holland Road is designated as a Major Highway and shall be
improved with 38 foot half -width and 18' partial width AC pavement, 8" raised
median (fee in lieu), 8" concrete curb -and -gutter, and 8' wide meandering sidewalk
(6" thick reinforced concrete) within the 59' half -width dedicated right-of-way in
accordance with County of Riverside Standard No. 93. (38'/59') (Modified). Tapers
shall be designed per County of Riverside design guidelines. Any modified
improvements may be approved by the City Engineer.
90. Financing Mechanism
The applicant/developer or any successor in interest, shall participate in the
establishment and funding of a public/private infrastructure financing mechanism
including, but not limited to, a Community Facilities District, Infrastructure
Financing District, payment of DIF, private loans or grants or other public and/or
private funding mechanism(s). Evidence of financing the developer's share of the
ultimate improvements shall be demonstrated to the satisfaction of the City
Manager prior to issuance of a building permit.
Prior to Certificate of Occupancy
91. Fees - Applicant shall pay fees as applicable into the regional transportation
funding programs for off -site improvements. The regional transportation funding
programs include the Transportation Uniform Mitigation Fee (TUMF), the Traffic
Signal Mitigation Fees, the Development Impact Fees (DIF), and the Scott Road
and Bridge Benefit District (RBBD), Zone B.
92. Conform to Elevations - Final Grade Elevations of all building finish floors and
structure finish floors submitted for grading plan check approval shall be in
substantial conformance with the elevations shown on the approved Grading
Plans. The appropriate Engineer -of -Record Final Grade Certification shall be
submitted for verification/acceptance to the City Engineering Department.
11
93. Final Grade Certification — The applicant's civil engineer shall provide the
standard City of Menifee final grade certification form prior to certificate of
occupancy of each building.
94. Landscape and Lighting Maintenance District (LLMD) - Prior to issuance of an
occupancy permit the project proponent shall complete annexation to Landscaping
and Lighting Maintenance District No. 89-1-Consolidated for maintenance of traffic
signals within public road rights -of -way for the required traffic signal(s).
95. Street Lights — Installation- Install street lights along the streets associated with
the development in accordance with the standards of County Ordinances 460 and
461 and County procedures and design guidelines.
96. Streetlight Authorization - The applicant shall submit to Engineering Department
Permits the following:
"Streetlight Authorization" form approved by the L&LMD Administrator.
Letter establishing interim energy account from SCE, or other electric
provider
97.Install Street Lights. Install streetlights along the streets associated with
development in accordance with the approved street lighting plan and standards of
Ordinances 460 and 461. All street lights shall be substitute for L&LMD with the
same lumen luminaire output.
Street light annexation into L&LMD or similar mechanism as approved by the
Engineering Department shall be completed.
It shall be the responsibility of the Developer to ensure that street lights are
energized along the streets associated with this development where the developer
is seeking Building Final Inspection (Occupancy).
98. Street Sweeping. Owner shall cause property to be annexed into CSA152 or
similar district or mechanism for NPDES BMP of street sweeping, as approved by
the City Engineer.
99. Plant and Irrigated Slopes - Plant and irrigate all slopes greater than or equal to
3' in vertical height with grass or ground cover. Slopes that exceed 15' in vertical
height are to be provided with shrubs and/or trees per County Ordinance 457. Drip
irrigation shall be used for all irrigated slopes.
100. Holland Road and Murrieta Road Street Improvements - Prior to issuance of
certificate of occupancy, project applicant shall construct half -width road
improvements on Holland Road and Murrieta Road to the satisfaction of the City
Engineer per approved Street Improvement Plans.
101. Driveway A - Prior to issuance of certificate of occupancy, project applicant shall
construct the project access Driveway A on Murrieta Road as a right -turn in and
right -turn out access only (no left -turns will be permitted) on Murrieta Road.
12
102. Driveway B - Prior to issuance of certificate of occupancy, project applicant shall
construct the project access Driveway B on Holland Road.
103. LLMD Annexation Complete - Prior to issuance of an occupancy permit, the
project proponent shall complete annexation to Lighting Maintenance District No.
89-1-Consolidated for maintenance of traffic signals, street lights, common
landscape and BMP's within public road rights -of -way.
13
Riv
Section IV:
ide Countv Flood Control
District Conditions of Approval
14
General Conditions
104. Increased Runoff. The development of areas B and C will adversely impact
downstream property owners by increasing the rate and volume of flood flows. To
mitigate this impact, the developer has proposed underground detention in the
form of pipes. Although final design of the basin will not l bt a eyedngiuntil has
the
improvement plan stage of this development, the appen
eer
submitted a preliminary hydrology and hydraulics study that indicates that the
n of the proposed basin is sufficient to mitigate the
general size, shape, and locatio
impacts of the development.
105. Increased Runoff. The development of this site would increase peak flow rates
on downstream properties. Mitigation shall be required to offset such impacts. An
increased runoff basin shall be shown on the exhibit and calculations supporting
the size of the basin shall be submitted to the City for review. The entire
area
aof
proposed development will be routed through a detention facility(s) mitigate
increased runoff. All basins must have positive drainage; dead storage b si limited ans hall
not be acceptable. A complete drainage study including,
but not hydrologic and hydraulic calculations for the proposed detention basin shall be
submitted to the District for review and approval. Storms to be studied will include
, 3-hour, 6-hour and 24-hour duration events for the 2-year, 5-year and
the 1-hour
10-year return frequencies. Detention basin(s) and outlet(s) sizing will ensure that
none of these storm events has a higher peak discharge in the post -development
condition than in the pre -development condition. For the 2-year and 5-year events
the loss rate will be determined using an AMC I condition. For the 10-year event
be used fothe I -hour,
hourevents. Auva able loss ratess rates shall be useld for the 24r3-hour and 6-
11 will besed. Constant hour events
Low Loss rates will be determined using the following:
1. Undeveloped Condition --> LOW LOSS = 90%
2. Developed Condition --> LOW LOSS = .9 -(.8x%IMPERVIOUS)
3. Basin Site --> LOW LOSS = 10%
Where possible and feasible the on -site flows should be mitigated before
combining with off -site flows to minimize the size of the detention facility required.
If it is necessary to combine off -site and on -site flows into a detention facility two
separate conditions should be evaluated for each duration/return period/before-
after development combination studied; the first for the total tributary area (off -site
plus on -site), and the second for the area to ba developed alone rates
site). It must
either
be clearly demonstrated that there is no increase in , fo floe each t of under
r return
condition (total tributary area or on -site alone),
period/duration combinations required to be evaluated. A single plot showing the
pre -developed, post included
and routed hydrographs for each storm considered,
pre-d
shall ev included with the submittal of the hydrology study. No outlet pipe(s) will be
be
less than 18" in diameter. Where necessary an orifice plate may be used to restrict
outflow rates. Appropriate trash racks shall be provided for all outlets less than 48"
in diameter. The basin(s) and outlet structure(s) must be capable of passing the
15
100-year storm without damage to the facility. Embankment shall be avoided in all
cases unless site constraints or topography make embankment unavoidable in the
judgment of the City Engineer. Mitigation basins should be designed for joint use
and be incorporated into open space or park areas. Side slopes should be no
steeper than 4:1 and depths should be minimized where public access is
uncontrolled. A viable maintenance mechanism acceptable to both the City should
be provided for detention facilities.
106. WQMP. In compliance with Santa Ana Regional Water Quality Control Board
Order Number NPDES - R8- 2010 - 0033, projects submitted within the western
region of the unincorporated area of Riverside County for discretionary approval
will be required to comply with the Water Quality Management Plan for Urban
Runoff (WQMP). The WQMP addresses post -development water quality impacts
from new development and redevelopment projects. The WQMP requirements will
vary depending on the project's geographic location (Santa Ana, Santa Margarita
or Whitewater River watersheds). The WQMP provides detailed guidelines and
templates to assist the developer in completing the necessary studies. These
documents are available on-line at: www.floodcontrol.co.riverside.ca.us under
Programs and Services, Storm Water Quality.
To comply with the WQMP a developer must submit a "Project Specific" WQMP.
This report is intended to a) identify potential post -project pollutants and hydrologic
impacts associated with the development; b) identify proposed mitigation measures
(BMPs) for identified impacts including site design, source control and treatment
control post -development BMPs; and c) identify sustainable funding and
maintenance mechanisms for the aforementioned BMPs. A template for this report
is included as 'exhibit A' in the WQMP. A final Project Specific WQMP must be
approved by the District prior to issuance of building or grading permits.
Projects requiring Project Specific WQMPs are required to submit a
PRELIMINARY Project Specific WQMP along with the land -use application
package. The format of the PRELIMINARY report shall mimic the format/template
of the final report but can be less detailed. For example, points a, b & c above must
be covered, rough calculations supporting sizing must be included, and
footprint/locations for the BMPs must be identified on the tentative exhibit. Detailed
drawings will not be required. This preliminary project specific WQMP must be
approved by the District prior to issuance of recommended conditions of approval.
The developer has submitted a report that meets the criteria for a preliminary
project specific WQMP. The report will need significant revisions to meet the
requirements of a final project specific WQMP. Also, it should be noted that if 401
certification is necessary for the project, the Water Quality Control Board may
require additional water quality measures.
107. BMP Maintenance. The BMP maintenance plan shall contain provisions for all
treatment controlled BMPs to be inspected, and if required, cleaned no later than
October 15 each year. Required documentation shall identify the entity that will
inspect and maintain all structural BMPs within the project boundaries. A copy of all
116
necessary documentation shall be submitted to the City for review and approval
prior to the issuance of occupancy permits.
This project proposes BMP facilities that will require maintenance by public agency
or commercial property owner association. To ensure that the public is not unduly
burdened with future costs, prior to final approval or recordation of this case, the
City will require an acceptable financial mechanism be implemented to provide for
maintenance of treatment control BMPs in perpetuity. This may consist of a
mechanism to assess individual benefiting property owners, or other means
approved by the City. The site's treatment control BMPs must be shown on the
project's improvement plans - either the street plans, grading plans, or landscaping
plans. The type of improvement plans that will show the BMPs will depend on the
selected maintenance entity.
Prior to Issuance of Grading Permit
108. Increased Runoff. The development of this site would increase peak flow rates
on downstream properties. Mitigation shall be required to offset such impacts. An
increased runoff basin shall be shown on the exhibit and calculations supporting
the size of the basin shall be submitted to the City for review. The entire area of
proposed development will be routed through a detention facility(s) to mitigate
increased runoff. All basins must have positive drainage; dead storage basins shall
not be acceptable. A complete drainage study including, but not limited to,
hydrologic and hydraulic calculations for the proposed detention basin shall be
submitted to the District for review and approval. Storms to be studied will include
the 1-hour, 3-hour, 6-hour and 24-hour duration events for the 2-year, 5-year and
10-year return frequencies. Detention basin(s) and outlet(s) sizing will ensure that
none of these storm events has a higher peak discharge in the post -development
condition than in the pre -development condition. For the 2-year and 5-year events
the loss rate will be determined using an AMC I condition. For the 10-year event
AMC II will be used. Constant loss rates shall be used for the 1-hour, 3-hour and 6-
hour events. A variable loss rate shall be used for the 24-hour events.
Low Loss rates will be determined using the following:
1. Undeveloped Condition --> LOW LOSS = 90%
2. Developed Condition --> LOW LOSS = .9 -(.8x%IMPERVIOUS)
3. Basin Site --> LOW LOSS = 10%
Where possible and feasible the on -site flows should be mitigated before
combining with off -site flows to minimize the size of the detention facility required.
If it is necessary to combine off -site and on -site flows into a detention facility two
separate conditions should be evaluated for each duration/return period/before-
after development combination studied; the first for the total tributary area (off -site
plus on -site), and the second for the area to be developed alone (on -site). It must
be clearly demonstrated that there is no increase in peak flow rates under either
condition (total tributary area or on -site alone), for each of the return
period/duration combinations required to be evaluated. A single plot showing the
pre -developed, post -developed and routed hydrographs for each storm considered,
17
shall be included with the submittal of the hydrology study. No outlet pipe(s) will be
less than 18" in diameter. Where necessary an orifice plate may be used to restrict
outflow rates. Appropriate trash racks shall be provided for all outlets less than 48"
in diameter. The basin(s) and outlet structure(s) must be capable of passing the
100-year storm without damage to the facility. Embankment shall be avoided in all
cases unless site constraints or topography make embankment unavoidable in the
judgment of the City Engineer. Mitigation basins should be designed for joint use
and be incorporated into open space or park areas. Side slopes should be no
steeper than 4:1 and depths should be minimized where public access is
uncontrolled. A viable maintenance mechanism acceptable to both the City should
be provided for detention facilities.
109. Erosion Control. Temporary erosion control measures shall be implemented
immediately following rough grading to prevent deposition of debris onto
downstream properties or drainage facilities. Plans showing these measures shall
be submitted to the City for review.
110. Improvement Plans. A copy of the improvement plans, grading plans. BMP
improvement plans and any other necessary documentation along with supporting
hydrologic and hydraulic calculations shall be submitted to the City for review. The
plans must receive District approval prior to the issuance of grading permits. All
submittals shall be date stamped by the engineer and include a completed Flood
Control Deposit Based Fee Worksheet and the appropriate plan check fee deposit.
111. WQMP. A copy of the project specific WQMP shall be submitted to the City for
review and approval. All BMP features shall be shown on the grading plans.
Prior to Issuance of Building Permit
112. Improvement Plans. A copy of the improvement plans, grading plans, BMP
improvement plans and any other necessary documentation along with supporting
hydrologic and hydraulic calculations shall be submitted to the City for review. The
plans must receive District approval prior to the issuance of building permits. All
submittals shall be date stamped by the engineer and include a completed Flood
Control Deposit Based Fee Worksheet and the appropriate plan check fee deposit.
113. WQMP. A copy of the project specific WQMP shall be submitted to the City for
review and approval. All BMP features shall be shown on the grading plans.
Prior to Building Final Inspection
114. BMP Education. The developer shall distribute environmental awareness
education materials on general good housekeeping practices that contribute to
protection of storm water quality to all initial users. The developer may obtain
NPDES Public Educational Program materials from the District's NPDES Section
by either the District's website www.floodcontrol.co.riverside.ca.us. e-mail
fcnpdes@co.riverside. ca. us, or the toll free number 1-800-506-2555. Please
provide Project number, number of units and location of development. Note that
there is a five-day minimum processing period requested for all orders.
18
The developer must provide to the City a notarized affidavit stating that the
distribution of educational materials to the tenants is assured prior to the issuance
of occupancy permits.
115. BMP Installation. All structural BMPs described in the project -specific WQMP
shall be constructed and installed in conformance with approved plans and
specifications. It shall be demonstrated that the applicant is prepared to implement
all non-structural BMPs described in the approved project specific WQMP and that
copies of the approved project -specific WQMP are available for the future
owners/occupants. The City will not release occupancy permits for any portion of
the project exceeding 80% of the project area prior to the completion of these
tasks.
116. BMP Maintenance and Inspections. The BMP maintenance plan shall contain
provisions for all treatment controlled BMPs to be inspected, and if required,
cleaned no later than October 15 each year. Required documentation shall identify
the entity that will inspect and maintain all structural BMPs within the project
boundaries. A copy of all necessary documentation shall be submitted to the City
for review and approval prior to the issuance of occupancy permits.
19
Section IV:
Riverside County FI
Control
District Conditions of Approval
X:\Common\Planning Department\Projects - Formal\Public Use Permits\2009-077 His Light on the Hill church\2010-11-02
Engineering COA (corrected2).doc
14
General Conditions
68. Increased Runoff. The development of areas B and C will adversely impact
downstream property owners by increasing the rate and volume of flood flows. To
mitigate this impact, the developer has proposed underground detention in the
form of pipes. Although final design of the basin will not be required until the
improvement plan stage of this development, the applicant's engineer has
submitted a preliminary hydrology and hydraulics study that indicates that the
general size, shape, and location of the proposed basin is sufficient to mitigate the
impacts of the development.
69. Increased Runoff. The development of this site would increase peak flow rates
on downstream properties. Mitigation shall be required to offset such impacts. An
increased runoff basin shall be shown on the exhibit and calculations supporting
the size of the basin shall be submitted to the City for review. The entire area of
proposed development will be routed through a detention facility(s) to mitigate
increased runoff. All basins must have positive drainage; dead storage basins shall
not be acceptable. A complete drainage study including, but not limited to,
hydrologic and hydraulic calculations for the proposed detention basin shall be
submitted to the District for review and approval. Storms to be studied will include
the 1-hour, 3-hour, 6-hour and 24-hour duration events for the 2-year, 5-year and
10-year return frequencies. Detention basin(s) and outlet(s) sizing will ensure that
none of these storm events has a higher peak discharge in the post -development
condition than in the pre -development condition. For the 2-year and 5-year events
the loss rate will be determined using an AMC I condition. For the 10-year event
AMC II will be used. Constant loss rates shall be used for the 1-hour, 3-hour and 6-
hour events. A variable loss rate shall be used for the 24-hour events.
Low Loss rates will be determined using the following:
1. Undeveloped Condition --> LOW LOSS = 90%
2. Developed Condition --> LOW LOSS = .9 -(.8x%IMPERVIOUS)
3. Basin Site --> LOW LOSS = 10%
Where possible and feasible the on -site flows should be mitigated before
combining with off -site flows to minimize the size of the detention facility required.
If it is necessary to combine off -site and on -site flows into a detention facility two
separate conditions should be evaluated for each duration/return period/before-
after development combination studied; the first for the total tributary area (off -site
plus on -site), and the second for the area to be developed alone (on -site). It must
be clearly demonstrated that there is no increase in peak flow rates under either
condition (total tributary area or on -site alone), for each of the return
period/duration combinations required to be evaluated. A single plot showing the
pre -developed, post -developed and routed hydrographs for each storm considered,
shall be included with the submittal of the hydrology study. No outlet pipe(s) will be
less than 18 In diameter. Where necessary an orifice plate may be used to restrict
outflow rates. Appropriate trash racks shall be provided for all outlets less than 48"
in diameter. The basin(s) and outlet structure(s) must be capable of passing the
XACommon\Planning Department\Projects - FormalTublic Use Permits\2009-077 His Light on the Hill church12010-11-02
Engineering COA (corrected2).doc
15
100-year storm without damage to the facility. Embankment shall be avoided in all
cases unless site constraints or topography make embankment unavoidable in the
judgment of the City Engineer. Mitigation basins should be designed for joint use
and be incorporated into open space or park areas. Side slopes should be no
steeper than 4:1 and depths should be minimized where public access is
uncontrolled. A viable maintenance mechanism acceptable to both the City should
be provided for detention facilities.
70. WQMP. In compliance with Santa Ana Regional Water Quality Control Board Order
Number NPDES - R8- 2010 - 0033, projects submitted within the western region of
the unincorporated area of Riverside County for discretionary approval will be
required to comply with the Water Quality Management Plan for Urban Runoff
(WQMP). The WQMP addresses post -development water quality impacts from new
development and redevelopment projects. The WQMP requirements will vary
depending on the project's geographic location (Santa Ana, Santa Margarita or
Whitewater River watersheds). The WQMP provides detailed guidelines and
templates to assist the developer in completing the necessary studies. These
documents are available on-line at: www.floodcontrol.co.riverside.ca.us under
Programs and Services, Storm Water Quality.
To comply with the WQMP a developer must submit a "Project Specific" WQMP.
This report is intended to a) identify potential post -project pollutants and hydrologic
impacts associated with the development; b) identify proposed mitigation measures
(BMPs) for identified impacts including site design, source control and treatment
control post -development BMPs; and c) identify sustainable funding and
maintenance mechanisms for the aforementioned BMPs. A template for this report
is included as 'exhibit A' in the WQMP. A final Project Specific WQMP must be
approved by the District prior to issuance of building or grading permits.
Projects requiring Project Specific WQMPs are required to submit a
PRELIMINARY Project Specific WQMP along with the land -use application
package. The format of the PRELIMINARY report shall mimic the format/template
of the final report but can be less detailed. For example, points a, b & c above must
be covered, rough calculations supporting sizing must be included, and
footprint/locations for the BMPs must be identified on the tentative exhibit. Detailed
drawings will not be required. This preliminary project specific WQMP must be
approved by the District prior to issuance of recommended conditions of approval.
The developer has submitted a report that meets the criteria for a preliminary
project specific WQMP. The report will need significant revisions to meet the
requirements of a final project specific WQMP. Also, it should be noted that if 401
certification is necessary for the project, the Water Quality Control Board may
require additional water quality measures.
71. BMP Maintenance. The BMP maintenance plan shall contain provisions for all
treatment controlled BMPs to be inspected, and if required, cleaned no later than
October 15 each year. Required documentation shall identify the entity that will
inspect and maintain all structural BMPs within the project boundaries. A copy of all
XACommonTlanning Department\Projects - Formal\Public Use Permits\2009-077 His Light on the Hill church\2010-11-02
Engineering COA (corrected2).doc
16
necessary documentation shall be submitted to the City for review and approval
prior to the issuance of occupancy permits.
This project proposes BMP facilities that will require maintenance by public agency
or commercial property owner association. To ensure that the public is not unduly
burdened with future costs, prior to final approval or recordation of this case, the
City will require an acceptable financial mechanism be implemented to provide for
maintenance of treatment control BMPs in perpetuity. This may consist of a
mechanism to assess individual benefiting property owners, or other means
approved by the City. The site's treatment control BMPs must be shown on the
project's improvement plans - either the street plans, grading plans, or landscaping
plans. The type of improvement plans that will show the BMPs will depend on the
selected maintenance entity.
Prior to Issuance of Gradina Permit
72. Increased Runoff. The development of this site would increase peak flow rates
on downstream properties. Mitigation shall be required to offset such impacts. An
increased runoff basin shall be shown on the exhibit and calculations supporting
the size of the basin shall be submitted to the City for review. The entire area of
proposed development will be routed through a detention facility(s) to mitigate
increased runoff. All basins must have positive drainage; dead storage basins shall
not be acceptable. A complete drainage study including, but not limited to,
hydrologic and hydraulic calculations for the proposed detention basin shall be
submitted to the District for review and approval. Storms to be studied will include
the 1-hour, 3-hour, 6-hour and 24-hour duration events for the 2-year, 5-year and
10-year return frequencies. Detention basin(s) and outlet(s) sizing will ensure that
none of these storm events has a higher peak discharge in the post -development
condition than in the pre -development condition. For the 2-year and 5-year events
the loss rate will be determined using an AMC I condition. For the 10-year event
AMC 11 will be used. Constant loss rates shall be used for the 1-hour, 3-hour and 6-
hour events. A variable loss rate shall be used for the 24-hour events.
Low Loss rates will be determined using the following:
1. Undeveloped Condition --> LOW LOSS = 90%
2. Developed Condition --> LOW LOSS = .9 -(.8x%IMPERVIOUS)
3. Basin Site --> LOW LOSS = 10%
Where possible and feasible the on -site flows should be mitigated before
combining with off -site flows to minimize the size of the detention facility required.
If it is necessary to combine off -site and on -site flows into a detention facility two
separate conditions should be evaluated for each duration/return period/before-
after development combination studied; the first for the total tributary area (off -site
plus on -site), and the second for the area to be developed alone (on -site). It must
be clearly demonstrated that there is no increase in peak flow rates under either
condition (total tributary area or on -site alone), for each of the return
period/duration combinations required to be evaluated. A single plot showing the
pre -developed, post -developed and routed hydrographs for each storm considered,
XACommon\Planning Department\Projects - Formal\Public Use Permits\2009-077 His Light on the Hill church\2010-11-02
Engineering COA (corrected2).doc
17
shall be included with the submittal of the hydrology study. No outlet pipe(s) will be
less than 18" in diameter. Where necessary an orifice plate may be used to restrict
outflow rates. Appropriate trash racks shall be provided for all outlets less than 48"
in diameter. The basin(s) and outlet structure(s) must be capable of passing the
100-year storm without damage to the facility. Embankment shall be avoided in all
cases unless site constraints or topography make embankment unavoidable in the
judgment of the City Engineer. Mitigation basins should be designed for joint use
and be incorporated into open space or park areas. Side slopes should be no
steeper than 4:1 and depths should be minimized where public access is
uncontrolled. A viable maintenance mechanism acceptable to both the City should
be provided for detention facilities.
73. Erosion Control. Temporary erosion control measures shall be implemented
immediately following rough grading to prevent deposition of debris onto
downstream properties or drainage facilities. Plans showing these measures shall
be submitted to the City for review.
74. Improvement Plans. A copy of the improvement plans, grading plans, BMP
improvement plans and any other necessary documentation along with supporting
hydrologic and hydraulic calculations shall be submitted to the City for review. The
plans must receive District approval prior to the issuance of grading permits. All
submittals shall be date stamped by the engineer and include a completed Flood
Control Deposit Based Fee Worksheet and the appropriate plan check fee deposit.
75. WQMP. A copy of the project specific WQMP shall be submitted to the City for
review and approval. All BMP features shall be shown on the grading plans.
Prior to Issuance of Building Permit
76. Improvement Plans. A copy of the improvement plans, grading plans, BMP
improvement plans and any other necessary documentation along with supporting
hydrologic and hydraulic calculations shall be submitted to the City for review. The
plans must receive District approval prior to the issuance of building permits. All
submittals shall be date stamped by the engineer and include a completed Flood
Control Deposit Based Fee Worksheet and the appropriate plan check fee deposit.
77. WQMP. A copy of the project specific WQMP shall be submitted to the City for
review and approval. All BMP features shall be shown on the grading plans.
Prior to Building Final Inspection
78. BMP Education. The developer shall distribute environmental awareness
education materials on general good housekeeping practices that contribute to
protection of storm water quality to all initial users. The developer may obtain
NPDES Public Educational Program materials from the District's NPDES Section
by either the District's website www.floodcontrol.co.riverside.ca.us, e-mail
fcnpdes@co. riverside. ca. us, or the toll free number 1-800-506-2555. Please
provide Project number, number of units and location of development. Note that
there is a five-day minimum processing period requested for all orders.
XACommon\Planning Department\Projects - Formal\Public Use Permits0009-077 His Light on the Hill church\2010-11-02
Engineering COA (corrected2).doc
18
The developer must provide to the City a notarized affidavit stating that the
distribution of educational materials to the tenants is assured prior to the issuance
of occupancy permits.
79. BMP Installation. All structural BMPs described in the project -specific WQMP
shall be constructed and installed in conformancewith
witnt paep rove to implement
and
specifications. It shall be demonstrated that troved project specific WQMP and that
he red
all non-structural BMPs described in the app
copies of the approved project -specific WQMP are available for thefuture
owners/occupants. The City will not release occupancy permits for any portion
the project exceeding 80% of the project area prior to the completion of these
tasks.
80. BMP Maintenance and Inspections. The BMP maintenance plan shall contain
provisions for all treatment controlled BMPs to be inspected, and if required,
cleaned no later than October 15 each year. Required documentation shall identify
the entity that will inspect and maintain all structural BMPs within the project
boundaries. A copy of all necessary documentation shall besubmitted to the City
for review and approval prior to the issuance of occupancy permits.
X:\Common\Planning Department\Projects - FormalTublic
e Permits\2 09 077 His Light on the Hill church\2010-11-02
Engine
19
Section V:
Fire Department Conditic
Approval
Banning
Beaumont
Calimesa
Canyon Lake
Coachella
Desert Hot Springs
Indian Wells
Indio
Lake Elsinore
La Quinta
Menifee
Moreno Valley
Palm Desert
Perris
Rancho Mirage
Rubidoux CSD
San Jacinto
Temecula
Wildomar
Board of Supervisors
Bob Buster,
District 1
John Tavaglione,
District 2
Jeff Slone,
District 3
John Benoit,
District 4
Marion Ashley,
District 5
RIVERSIDE COUN T1Y FIRE DEPARTMENT
IN COOPERATION WITH
THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION
2300 Market St., Ste. I So . Riverside, California 92501 . (951) 955-4777
www.rvcfire.org • Fax (951) 955-4886
CONDITIONS OF APPROVAL
PERMIT NUMBER: 09-MEN1-PUP•077 (AMD# 1)
REVIEWED BY: AFM DANIEL WAGNER ON JAN. 28, 2010
HIS LIGHT ON THE HILL CHURCH, MENIFEE
APPLICANT: KEITH GARDNER, CITY OF MENIFEE, 29714 HAUN ROAD,
MENIFEE, CA 92586 951 672-6777 FAX 951 679.3843
KGARDNER@CITYOFMENIFEE.US
10. GENERAL CONDITIONS
10.FIRE.999PC - #01 — West Fire Protection Planning Office Responsibility
It is the responsibility of the recipient of these Fire Department conditions to forward
them to all interested parties. The building permit number is required on all
correspondence.
Additional information is available at our website: www.rvcfire.orq go to the link marked
"Ordinance 787".
Questions should be directed to the Riverside County Fire Department, Fire Protection
Planning Division at 2300 Market St. Suite 150, Riverside, Ca 92501. Phone: (951) 955-
4777, Fax: (951) 955-4886.
10.FIRE.999 CASE — CITY CASE STATEMENT
IN EFFECT
With respect to the conditions of approval for the referenced project, the Fire Department
recommends the following fire protection measures be provided in accordance with
Riverside County Ordinances and/or recognize fire protection standards
10.FIRE.999 USE-#50-BLUE DOT REFELECTOR
IN EFFECT
Blue retro reflective pavement markers shall be mounted on private street, public
streets and driveways to indicate location of fire hydrants. Prior to installation,
placement of markers must be approved by Riverside County Fire Department.
10.FIRE.999 USE-#23 — MIN REQ FIRE FLOW IN EFFECT
Minimum required fire flow shall be 1875 GPM for two hours duration at 20
PSI residual operating pressure, which must be available before any
combustible material is placed on the job site. Fire flow is based on type VB
construction per the 2007 CBC and Ordinance 787; Building(s) having a fire
sprinkler system.
77-933 Las Montanas, Palm Desert, CA 92211 • (760) 863.8886 a Fax (760) 863-7072
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M
90.
10.FIRE.999 USE-#25- GATE ENTRANCES
IN EFFECT
Gate entrances shall be at least two feet wider than the width of the traffic lane (s) serving that
gate. Any gate providing access from a road to a driveway shall be located at least 35 feet from
the roadway and shall open to allow vehicle to stop with out obstructing traffic on the road. Where
a one-way road with a single traffic lane provides access to a gate entrance, 40 foot turning radius
shall be used.
10.FIRE.999 USE-#88A-AUTO/MAN GATES
IN EFFECT
Gate (s) shall be automatically operated, minimum20 feet width, with a setback of 35 feet from
face of curb/flow line. Gate access shall be equipped with a rapid entry system. Plans shall be
submitted to the Fire Department for approval prior to installation. Automatic/manual gate pins
shall be rated with shear pin force, not to exceed 30 foot pounds. Automatic gates shall be
equipped with emergency backup power. Gates activated by the rapid entry system shall remain
open until closed by the rapid entry system. Current plan check deposit base fee is $126.00.
PRIOR TO BUILDING PERMIT ISSUANCE
80.FIRE.999 USE-#17A-BLDG PLAN CHECK $
IN EFFECT
Building plan check deposit fee of $307 to $1,056.00, shall be paid in a check or money order to
the Riverside County Fire Department after plans have been reviewed by our office.
80.FIRE.999 USE44 —WATER PLANS
IN EFFECT
The applicants or developer shall separately submit two copies of the water system plans to the
Fire Department for review and approval. Calculated velocities shall not exceed 100 feet per
second. Plans shall conform to the fire hydrant types, location and spacing. The system shall
meet the fire flow requirements. Plans shall be signed and approved by a registered civil engineer
and the local water company with the following certification: "I certify that the design of the water
system is in accordance with the requirements prescribed by the Riverside County Fire
Department."
PRIOR TO BUILDING FINAL INSPECTION
90.FIRE.999 USE-#012-PUB TYP BUILD
IN EFFECT
Install a complete fire sprinkler system in all buildings, fire flow shall be 1500 GPM or greater with
a U.L. Central Station for a monitored fire alarm system.
90.FIRE.999 USE435-VOICE FIRE ALARM
IN EFFECT
Applicant or developer shall be responsible to install a manual and automatic pre-recorded VOICE
Fire Alarm System. Plans must be submitted to the Fire Department for approval prior to
installation. (Current plan check deposit base fee Is $627.00)
90.FIRE.999 USE-#27-EXTINGUISHERS
IN EFFECT
77-933 Las Montafias, Palm Desert, CA 92211 a (760) 863-8886 a Fax (760) 863-7072
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Install portable fire extinguishers with a minimum rating of 2A-10BC and signage. Fire
Extinguishers located in public areas shall be in a recessed cabinets mounted 48" (Inches) to
center above the floor level with Maximum 4" projection from the wall. Contact Fire Department for
proper placement of equipment prior to installation.
90.FIRE.999 USE436-HOOD DUCTS
IN EFFECT
A. U.L. 300 hood duct fire extinguishing system must be installed over the cooking equipment.
Wet chemical extinguishing system must provide automatic shutdown of all electrical components
and outlets under the hood upon activation. System must be installed by a licensed C-16
contractor. Plans must be submitted with current fee of $215.00 to the Fire Department for review
and approval prior to installation. Note: A dedicated alarm system is not required to be installed
for the exclusive purpose of monitoring this suppression system. However, a new or pre-existing
alarm system must be connected to the extinguishing system. Separate fire alarm/monitoring
plans must be submitted for review prior to connection. Current plan check deposit base fee is
$192.00.
77-933 Las Montanas, Palm Desert, CA 92211 a (760) 863-8886 a Fax (760) 863-7072
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