09-80 Resolution No. 09-80
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MENIFEE APPROVING
TENTATIVE PARCEL MAP #35899
Whereas, the applicant, Regent Center, DBA Menifee Marketplace, LLC., filed a
formal application with the County of Riverside for Tentative Parcel Map#35899 to
subdivide 14.04 net acres into ten (10) commercial parcels ranging in size from 0.48
acres to 2.34 acres and one (1) 0.26 acre lot for a detention basin that make up the
Newport Square Shopping Center; and
Whereas, on April 7, 2009, the City Council held a duly noticed public hearing on
Tentative Parcel Map#35899, and continued the item to April 21St to allow staff to bring
forward additional information, and
Whereas, on April 21, 2009, the City Council 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, and
notice to property owners within 1,000 feet of the project site boundaries; and
Whereas, on April 21, 2009, the City Council made the following findings for
Tentative Parcel Map#35899:
1. The project site is surrounded by properties which are zoned Specific Plan No.
158, Planning Area No. 3-1 (Commercial) to the north, Specific Plan No. 247,
Planning Area No. 2 (Very High Density Residential) to the east, Specific Plan No.
247, Planning Area No. 3 (Medium Density Residential) to the south, and Specific
Plan No. 158, Planning Area No. 2-11 (Commercial) to the west.
2. Similar commercial and educational uses along Newport and Menifee Road have
been constructed or are operating in the project vicinity, such as the Menifee
Town Center at Newport and Antelope Road, the Menifee Marketplace at Newport
and Haun Road, and the Menifee Union School District facility on Menifee Road
just south of Newport.
3. This project is not located within a Criteria Area of the Multi-Species Habitat
Conservation Plan.
4. Pursuant to Article XI, Section 15164, if some changes or additions in a project
are necessary but none of the conditions described in Section 15162 calling for
the preparation of a subsequent Environmental Impact Report (EIR) have
occurred, the lead agency shall prepare an addendum to a previously adopted
EIR. An Addendum to Environmental Impact Report No. 327 has been prepared
for the following reasons:
a. Only minor additions have occurred and none of the conditions described
in Section 15162 calling for the preparation of a subsequent EIR have
occurred.
b. The project does not propose substantial changes in the project which
would require major revisions to the previously adopted EIR.
c. No new significant environmental effect or substantial increase in the
severity of previously identified significant effects would occur.
d. No substantial changes have occurred with respect to the circumstances
under which the project is undertaken.
e. No new information of substantial importance has arisen, which was not known
and could not have been known with the exercise of reasonable diligence at the
time the previous EIR was adopted.
f. The previously adopted Environmental Impact Report identified the following
potentially significant impacts:
a. Air Quality
b. Biological Resources
c. Agriculture
d. Noise
e. Transportation/Traffic
5. Minor additions to the project have occurred which warrant an update to the
following sections of Environmental Impact Report No. 327: Biological Resources;
Geology/Soils, Hazards and Hazardous Materials; Water Quality & Hydrology;
Planning; and Transportation. .The Addendum to Environmental Impact Report
No. 327 (EA41722) determined that the minor additions to the project will not
increase impacts related to the sections listed above to a potentially significant
level. These listed impacts will be fully mitigated by the measures indicated in the
environmental assessment, conditions of approval, and attached letters. No other
significant impacts were identified.
NOW, THEREFORE, the City Council of the City of Menifee resolves and orders
as follows:
1. The Findings set out above are true and correct.
2. Tentative Parcel Map#35899 is hereby approved and is subject to the
Conditions of Approval in Exhibit "A" to this resolution.
PASSED, APPROVED AND ADOPTED this 21St day of April, 2009, by the
following vote: '
AYES:
NOES.vfYLG*—U
ABSENT:O'LLUD
ABSTAIN:vyVD*J.-
Wallace W. Edgerton, Mayor
Attest:
Kathy Bennett, City Clerk
EXHIBIT "A"
Conditions of Approval
Tentative Parcel Map#35899
Newport Square Shopping Center
Project Description:
Tentative Parcel Map No. 35899
The land division hereby permitted is for a Schedule E subdivision of 14.04 net acres
into ten (10) commercial parcels ranging in size from 0.48 acres to 2.34 acres and one
(1) 0.26-acre parcel for a detention basin.
The approved version shall be Tentative Parcel Map No. 35899, Amended No. 1, dated
December 5, 2008.
General Conditions
1. On October 1st, 2008 the City of Menifee incorporated. At the time the City
incorporated it was required to accept all the laws and ordinances of the County
of Riverside. Over time the City will change these ordinances either by name or
content. The applicant or successor in interest of this project will be subject to
ordinances of the City of Menifee and not those of the County of Riverside that
the City has jurisdiction over. Therefore, any condition of approval listed in this
project that references a County of Riverside Ordinance, will in fact be subject to
the equivalent City ordinance or subsequent ordinance introduced by the City.
The applicant or their successor in interest by accepting these conditions also
agrees to accept the equivalent City ordinance or subsequent ordinance
introduced by the City. CITY OF MENIFEE
2. The developer/applicant shall indemnify, protect, defend, and hold harmless, the
City and County and any agency or instrumentality thereof, and/or any of its
officers, employees and agents (collectively the "City and County") 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 project or the City's
and County's approval thereof, or from any proceedings against or brought
against the City or County, 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 Tentative Parcel
Map No. 35899, Conditional Use Permit No. 3581, Variance No. 1547,
Environmental Assessment No. 41722, and Addendum to Environmental Impact
Report No. 327. HOLD HARMLESS
3. The project developer/land divider has 90 days from the date of approval of these
conditions to protest, in accordance with the procedures set forth in Government
Code Section 66020, the imposition of any and all fees, dedications, reservations
and/or other exactions imposed on this project as a result of this approval or
conditional approval of this project. 90 DAYS TO PROTEST
4. Every person conducting a business within the unincorporated area of Riverside
County, as defined in Riverside County Ordinance No. 857, shall obtain a
business license. For more information regarding business registration, contact
the Business Registration and License Program Office of the Code Enforcement
Department at www.rctlma.org.buslic. BUSINESS LICENSING
5. The subdivider/owner shall comply with the "Design Standards & Guidelines,
Third And Fifth Supervisorial Districts, County Of Riverside," adopted by the
Board of Supervisors, July 17, 2001. 3RD & STH DIST DSGN STDS
6. This land division shall comply with the State of California Subdivision Map Act
and to all requirements of Ordinance No. 460, Schedule E, unless modified by
the conditions listed herein. MAP ACT COMPLIANCE
7. There shall be no offsite signage associated with this land division, except as
otherwise provided by Ordinance No. 679.3 (Kiosk Program). NO OFFSITE
SIGNAGE
8. No off-highway vehicle use shall be allowed on any parcel used for stockpiling
purposes. The landowners shall secure all parcels on which a stockpile has been
placed and shall prevent all off-highway vehicles from using the property. OFF-
HIGHWAY VEHICLE USE
9. Should the applicant choose to phase any portion of this project, said applicant
shall provide off-site access roads to County maintained roads as approved by
the Transportation Department. OFF-SITE PHASE
Grading
10. Improvements such as grading, filling, over excavation and recompaction, and
base or paving which require a grading permit are subject to the included
Building and Safety Department Grading Division conditions of approval. GIN
INTRODUCTION
11. All grading shall conform to the California Building Code, Ordinance 457, and all
other relevant laws, rules, and regulations governing grading in Riverside County
and prior to commencing any grading which includes 50 or more cubic yards, the
applicant shall obtain a grading permit from the Building and Safety Department.
G1.2 OBEY ALL GDG REGS
12. Ordinance 457 requires a grading permit prior to clearing, grubbing, or any
topsoil disturbances related to construction grading. G1.3 DISTURBS NEED
G/PMT
13. Graded but undeveloped land shall provide, in addition to erosion control
planting, any drainage facility deemed necessary to control or prevent erosion.
Additional erosion protection may be required during the rainy season from
October 15 to April 15. G1.5 EROS CNTRL PROTECT
14. All necessary measures to control dust shall be implemented by the developer
during grading. PM10 plan may be required at the time a grading permit is
issued. G1.6 DUST CONTROL
15. Grading in excess of 199 cubic yards will require performance security to be
posted with the Building & Safety Department. G2.1 GRADING BONDS
16. 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 (refer to dept. form 284-47).
G2.3SLOPE EROS CL PLAN
17. Grade slopes shall be limited to a maximum steepness ratio of 2:1 (horizontal to
vertical) unless otherwise approved. G2.5 2:1 MAX SLOPE RATIO
18. A slope stability report shall be.submitted and approved by the County Geologist
for all proposed cut or fill slopes steeper than 2:1 (horizontal to vertical) or over
30 feet in vertical height - unless addressed in a previous report. G2.6SLOPE
STABL'TY ANLY
19. Minimum drainage grade shall be 1% except on Portland cement concrete where
0.35% shall be the minimum. G2.8MINIMUM DRNAGE GRAD
20. Provide drainage facilities and terracing in conformance with the Uniform Building
Code's chapter on "EXCAVATION & GRADING". G2.9DRNAGE & TERRACING
21. Observe slope setbacks from buildings & property lines per the Uniform Building
Code as amended by Ordinance 457. G2.10 SLOPE SETBACKS
22. Graded slopes which infringe into the 100-year storm flow flood way boundaries,
shall be protected from erosion, or other flood hazards, by a method acceptable
to the Building & Safety Department's District Grading Engineer - which may
include Riverside County Flood Control & Water Conservation District's review
and approval. However, no graded slope will be allowed which in the professional
judgment of the District Grading Engineer blocks, concentrates or diverts
drainage flows. G2.12SLOPES IN FLOODWAY
23. A recorded easement is required for lot-to-lot drainage. G2.17LOT TO LOT DRN
ESMT
24. All off street parking areas, which are conditioned to be paved, shall conform to
Ordinance 457 base and paving design and inspection requirements. G2.23
OFFST. PAVED PKG
25. A grading permit will not be issued, by the Building and Safety Department, for
any parcel (s) of this subdivision unless an appropriate land use permit has also
been issued and approved, by the Planning Department, for that same parcel (s).
G2.24LU PMT TO GRD SUB
26. Prior to the issuance of any building permit, the property owner shall obtain a
grading permit and/or approval to construct from the Grading Division of the
Building and Safety Department. G.3.1 NO B/PMT W/O G/PMT
27. Lots, which propose retaining walls, will require separate permits. They shall be
obtained prior to the issuance of any other building permits - unless otherwise
approved by the Building and Safety Director. The walls shall be designed by a
Registered Civil Engineer - unless they conform to the County Standard
Retaining Wall designs shown on the Building and Safety Department form 284-
197. G3.3RETAINING WALLS
28. Cribwall (retaining) walls shall be designed by a qualified professional who shall
provide the following information for review and approval - this shall be in
addition to standard retaining wall data normally required. The plans shall clearly
show: soil preparation and compaction requirements to be accomplished prior to
footing-first course installation, method/requirement of footing-first course
installation, properties of materials to be used (i.e. Fc=2500 p.s.i.). Additionally
special inspection by the manufacturer/dealer and a registered special inspector
will be required. G3.4CRIB/RETAIN'G WALLS
29. Plant & irrigate all manufactured slopes steeper than a 4:1 (horizontal to vertical)
ratio and 3 feet or greater in vertical height with grass or ground cover; slopes 15
feet or greater in vertical height shall be planted with additional shrubs or trees or
as approved by the Building & Safety Department's Erosion Control Specialist.
G4.1 E-CL 4:1 OR STEEPER
Health
30. All lots under Parcel Map No. 35899/Conditonal Use Permit No. 3581 are
proposing Eastern Municipal Water District water and sewer service. It is the
responsibility of the developer to ensure that all requirements to obtain water and
sewer service for each lot are met with EMWD, as well as, all other applicable
agencies. Any existing septic system(s) and/or well(s) must be properly
abandoned under permit with the Department of Environmental Health (DEH).
EMWD WATER AND SEWER
Fire
31. Blue retroreflective pavement markers shall be mounted on private streets, public
streets and driveways to indicate location of fire hydrants. Prior to installation,
placement of markers must be approved by the Riverside County Fire
Department. 450-BLUE DOT REFLECTORS
32. The water mains shall be capable of providing a potential fire flow 4000 GPM and
an actual fire flow available from any one hydrant shall be 2500 GPM for 2-hour
duration at 20-PSI residual operating pressure. 415-POTENTIAL FIRE FLOW
33. Approved super fire hydrants, (6"x4"x 2-2 1/2") shall be located at each street
intersection and spaced not more than 330_ feet apart in any direction, with no
portion of any lot frontage more than 165_ feet from a fire hydrant. 414-
COM/RES HYD/SPACING
34. A combination of on-site and off-site super fire hydrants, on a looped system
(6"x4"x 2-2 1/2"), will be located not less than 25 feet or more than 165 feet from
any portion of the building as measured along approved vehicular travel ways.
The required fire flow shall be available from any adjacent hydrants(s) in the
system. -#19-ON/OFF LOOPED HYD
35. Minimum required fire flow shall be 2500 GPM for a 2-hour 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 Buildmg(s) having a fire sprinkler system. 423-MIN REQ
FIRE FLOW
Flood Control
36. Conditional Use Permit No. 3581 proposes the construction and operation of a
commercial/office center on 14.04 net acres and Parcel Map No. 35899 proposes
a Schedule E subdivision of 14.04 net acres into 11 lots. The site is located in
the Sun City/Menifee area, north of Rockport Road, south of Newport Road, east
of Menifee Road, and west of Laguna Vista Drive. This site is within Tract Map
No. 30422 for which conditions of approval have been issued but will be
reviewed as a standalone case. These projects have been concurrently
reviewed. It should be noted that the project and mitigation areas includes Lots 2
through 10. The project does not include the development, or mitigation, of Lots 1
and 11.
A Letter of Map Revision (LOMR), dated August 29, 2008, was obtained from
FEMA (Case No. 08-09-1064P) revising the floodzone designation to Zone C.
Except for nuisance nature local runoff that may traverse portions of the property,
the project is considered free from ordinary storm flood hazard. However, a
storm of unusual magnitude could cause some damage. A storm drain
constructed as part of Tract Map No. 30422 on Laguna Vista Drive would serve
as an outlet to the onsite storm runoff. However, the capacity of this stormdrain
is limited to a flowrate of 10.2 cubic feet per second (cfs). An underground
detention basin is also proposed at the southeast corner of the site. The
underground detention basin serves to reduce the site's runoff to an acceptable
flowrate prior to outletting to Line C in Laguna Vista Drive (constructed by Tract
30422-1). Thus, the basin shall be designed to meter down the flows to the
design capacity of Line C 100-year flowrate of 10.2 cfs. Though the project only
includes the development and mitigation of Lots 2 through 10, the 10.2 cfs
maximum flowrate applies to the entire parcel map (Lots 1 through 11).
To mitigate the development's water quality impacts, the developer has proposed
a series of bioswales and porous pavement (pervious pavers). Although, Lot 2
requires additional porous pavement, there is sufficient area within the project
site to accommodate this. It should also be noted that though vegetated swale is
called out in the plan, bioswales will be used to adequately address the pollutants
of concerns for the project.
Conditions of approval are based on providing the above adequate treatment
BMPs, as agreed upon in phone and e-mail correspondence from DRC, Inc (the
project engineers), during final design. The porous pavement and bioswales
appears to mitigate water quality impacts caused by the development and the
underground detention basin appears to meet the target flowrate. FLOOD
HAZARD RPT 12/23/08
37. 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. PERP DRAINAGE PATTERNS
38. 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 District 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 District. 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. WQMP ESTABL MAINT ENTITY
39. The subdivider shall record sufficient documentation to advise purchasers of any
lot within the subdivision that the owners of individual lots are responsible for the
maintenance of the drainage facility within the drainage easements shown on the
final map. OWNER MAINT NOTICE
40. The 10-year storm flow shall be contained within the curb and the 100-year storm
flow shall be contained within the street right of way. When either of these
criteria is exceeded, additional drainage facilities shall be installed. The property
shall be graded to drain to the adjacent street or an adequate outlet. 10 YR
CURB - 100 YR ROW
41. 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 indicated as 'exhibit A' on the website above.
A final Project Specific WQMP must be approved by the District prior to issuance
of building or grading permits. Projects that require a Project Specific WQMPs
were required to submit a PRELIMINARY Project Specific WQMP along with the
land-use application package in the tentative phase of development in order to
obtain recommended conditions of approval. The developer has submitted a
report that minimally meets the criteria for a preliminary project specific WQMP of
addressing points a, b, and c above. It shall be noted that while the preliminary
project specific WQMP was adequate at that stage, the preliminary WQMP report
will need significant revisions at the improvement plan check phase of the
development in order to meet the requirements of a final project specific WQMP -
including detailed drawings for the BMPs along with all supporting calculations. It
should also be noted that if 401 certification is necessary for the project, the
Water Quality Control Board may require additional water quality measures.
SUBMIT FINAL WQMP>PRELIM
42. An underground detention basin is also proposed at the southeast corner of the
site. The underground detention basin serves to reduce the site's runoff to an
acceptable flowrate prior to outletting to Line C in Laguna Vista Drive
(constructed by Tract 30422-1). Thus, the basin shall be designed to meter
down the flows to the design capacity of Line C 100-year flowrate of 10.2 cfs.
Though the project only includes the development and mitigation of Lots 2
through 10, the 10.2 cfs maximum flowrate applies to the entire parcel map (Lots
1 through 11). METER DOWN FLOWRATE—BASIN
43. Drainage facilities outletting sump conditions shall be designed to convey the
tributary 100-year storm flows. Additional emergency escape shall also be
provided. 100 YR SUMP OUTLET
Planning
44. 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 a
reasonable timeframe. 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. IF HUMAN
REMAINS FOUND
45. 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.
a. 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.
b. 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.
c. 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. INADVERTENT ARCHAEO FIND
46. The development of these premises shall comply with the standards of
Ordinance No. 348 and all other applicable City ordinances and State and
Federal codes. The development of the premises shall conform substantially with
that as shown on APPROVED EXHIBIT A, unless otherwise amended by these
conditions of approval. COMPLY WITH ORD./CODES
47. Any subsequent submittals required by these conditions of approval, including
but not limited to grading plan, building plan or mitigation monitoring review, shall
be reviewed on an hourly basis (research fee), or other such review fee as may
be in effect at the time of submittal, as required by Ordinance No. 671. Each
submittal shall be accompanied with a letter clearly indicating which condition or
conditions the submittal is intended to comply with. FEES FOR REVIEW
48. County Geologic Report (GEO) No. 2106, submitted for this project (CUP03581
& PM35899), was prepared by Krazan & Associates, Inc. and is entitled:
"Supplemental Geotechnical Engineering Investigation, Proposed Newport
Square, SWC Newport Road and Laguna Vista Drive, Menifee, California,
Project No. 112-06064", dated July 29, 2008. In addition, Krazan & Associates
provided the following reports: "Geotechnical Report of Rough Grading,
Commercial Sites, Rockport Road (Street "A") West of Laguna Vista Drive, And
Laguna Vista Drive North of Rockport Road (Street "A"). "The Lakes"
Development, Tract 30422, Menifee Area of Riverside County, California, Project
No.: 103241-30" prepared by LGC Inland, Inc. and dated November 1, 2005.
"Geotechnical Engineering Investigation, Proposed Newport Square, SWC
Newport Road and Laguna Vista Drive, Menifee, California, KA Project No. 112-
06064" prepared by Krazan & Associates and dated October 23, 2006.
"Supplemental Geotechnical Engineering Investigation, Proposed Newport
Square, SWC Newport Road.and Laguna Vista Drive, Menifee, California, KA
Project No. 112-06064" prepared by Krazan & Associates and dated July 29,
2008, Revised October 27, 2008. "Comment Response Letter, Proposed
Newport Square, SWC Newport Road and Laguna Vista Drive, Menifee,
California, KA Project No. 112-06064" dated October 28, 2008. "Comment
Response Letter #2, Proposed Newport Square, SWC Newport Road and
Laguna Vista Drive, Menifee, California, KA Project No. 112-06064" dated
December 2, 2008. These additional reports are now included as part of GEO
2106. GEO No. 2106 concluded: 1.Based on review of published literature, site
mapping, previous geotechnical reports from the general area and aerial photo
review, there is no evidence of active faulting crossing or trending toward this
site. Therefore there is a low potential for this site to be affected by surface fault
rupture. 2.Due to the depth to groundwater beneath this site and the relatively
dense native soils underlying this site, there is a low potential for this site to be
affected by seismically induced liquefaction. 3.Except for the potential for this site
to be affected by strong seismic shaking, there is a low potential for this site to be
affected by other secondary seismic hazards such as seiche/tsunami, seismically
induced flooding or seismically induced landsliding or rockfall. 43he previously
placed engineered fill soils exhibit a moderately high swell potential and
improvements placed on these soils will require some form of mitigation, whether
by replacement of the expansive soils with lower expansion soils or foundation
improvements to resist the effects of soil expansion. GEO No. 2106
recommended: 1.To reduce the potential for distress due to expansive soils, the
upper 24 inches of soil within the area of the building slabs or exterior flatwork
should be replaced with non-expansive fill soils. In lieu of replacing these soils,
the buildings may be supported on post-tensioned slabs and flatwork may be
constructed with enhanced reinforcement as needed. All fill soils in areas to
receive building slabs and concrete flatwork should be sampled and tested after
grading to determine the expansion index of the soils utilized for the fills and
recommendations for additional required reinforcement or post-tension design
provided based on the results of that testing. 2.Due to the potential for this site to
be affected by strong seismic shaking, all proposed construction should be
designed in accordance with all applicable seismic design provisions of the
recently adopted California Building Code (CBC 2007). 3.Any removals should
expose either existing fill soils or native soils exhibiting an in-place relative
compaction of at least 90% and have a moisture content of +/- 3% of optimum
moisture as determined by ASTM D1557-00 prior to preparing these areas to
place fill. The approved removal bottoms should be scarified to a depth of 8
inches, moisture conditioned to near optimum moisture content and compacted
to a minimum of 90% of the maximum dry density prior to placing any fill. 4.The
removed soils may be reused as fill soils provided they are cleaned of any
organics or other deleterious materials. All fill soils should be placed in
approximately 6 inch lifts, moisture conditioned as necessary and compacted to a
minimum of 95% of the maximum dry density for granular soils and 90% of the
maximum dry density for the site soils that are more cohesive and have a higher
clay content. The maximum dry densities and optimum moisture contents of the
soils utilized for the fills should be determined by ASTM D1557-00 and the in-
place densities of the fills should be verified by field density testing. GEO No.
2106 satisfies the requirement for a Geologic Study for Planning / CEQA
purposes. GEO No. 2106 is hereby accepted for Planning purposes. This
approval is not intended, and should not be misconstrued as approval for grading
permit. Engineering and other building code parameters will be reviewed and
additional comments and/or conditions may be imposed by the Building and
Safety Department upon application for grading and/or building permits.
GE002106
Transportation
49. The Transportation Department has reviewed the traffic study submitted for the
referenced project. The study has been prepared in accordance with County-
approved guidelines. We generally concur with the findings relative to traffic
impacts. The General Plan circulation policies require a minimum of Level of
Service 'C', except that Level of Service 'D' may be allowed in community
development areas at intersections of any combination of secondary highways,
major highways, arterials, urban arterials, expressways or state highways and
ramp intersections.
The study indicates that it is possible to mitigate the project impacts at the
following intersections based on the traffic study assumptions.
1-215 Southbound Ramps (NS) at: Newport Road (EW)
1-215 Northbound Ramps (NS) at: Newport Road (EW)
Antelope Road (NS) at: Newport Road (EW)
Menifee Road (NS) at: Camino Cristal (EW)
Newport Road (EW) Project Driveway#1 (EW) (future)
Rockport Road (EW)
Loire Valley Lane/Tres Lagos Drive (EW)
La Piedra Road (EW)
Holland Road (EW)
Craig Avenue (EW)
Project Driveway#2 (NS) (future) at: Newport Road (EW)
Linden Gate Lane/Project Driveway#4 (NS) at: Rockport Road (EW)
Laguna Vista Drive (NS) at: Newport Road/Domenigoni Parkway (EW)
Project Driveway#3 (future) (EW) Rockport Road (EW)
Lindenberger Road (NS) at: Domenigoni Parkway (EW)
Leon Road (NS) at: Domenigoni Parkway (EW)
As such, the proposed project is consistent with this General Plan policy. The
associated conditions of approval incorporate mitigation measures identified in
the traffic study, which are necessary to achieve or maintain the required level of
service. TS/CONDITIONS
50. With respect to the conditions of approval for the referenced tentative exhibit, the
landowner shall provide all street improvements, street improvement plans
and/or road dedications set forth herein in accordance with Ordinance 460 and
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,
and that their omission or unacceptability may require the exhibit to be
resubmitted for further consideration. 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 Transportation Department, STD INTRO 3(ORD
460/461)
51. The developer shall cause building plans to be submitted to the Department of
Building and Safety - Plan Check Division for review. Said plans shall be in
conformance with the approved TENTATIVE MAP. SUBMIT BUILDING PLANS
52. The land divider shall protect downstream properties from damages caused by
alteration of the drainage patterns, i.e., concentration or diversion of flow.
Protection shall be provided by constructing adequate drainage facilities
including enlarging existing facilities and/or by securing a drainage easement. All
drainage easements shall be shown on the final map and noted as follows:
"Drainage Easement - no building, obstructions, or encroachments by landfills
are allowed". The protection shall be as approved by the Transportation
Department. DRAINAGE 1
53. The land divider shall accept and properly dispose of all off-site drainage flowing
onto or through the site. In the event the Transportation Department permits the
use of streets for drainage purposes, the provisions of Article XI of Ordinance No.
460 will apply. Should the quantities exceed the street capacity or the use of
streets be prohibited for drainage purposes, the subdivider shall provide
adequate drainage facilities and/or appropriate easements as approved by the
Transportation Department, DRAINAGE 2
Prior to a Certain Date
54. The conditionally approved TENTATIVE MAP shall expire three years after the
City Council of Menifee original approval date, unless extended as provided by
County Ordinance No. 460. Action on a minor change and/or revised map
request shall not extend the time limits of the originally approved TENTATIVE
MAP. If the TENTATIVE MAP expires before the recordation of the FINAL MAP,
or any phase thereof, no recordation of the FINAL MAP, or any phase thereof,
shall be permitted. EXPIRATION DATE
Prior to Phasing (Unitization)
Planning
55. Prior to the approval of an application for a division into units or phasing plan for
the TENTATIVE MAP, a conceptual grading plan covering the entire TENTATIVE
MAP shall be submitted to the County Planning Department for review and
approval.
The conceptual grading plan shall comply with the following:
a. Techniques which will be used to prevent erosion and sedimentation
during and after the grading process shall be depicted or documented.
b. Approximate time frames for grading and areas which may be graded
during the higher probability rain months of January through March shall
be identified.
C. Preliminary pad and roadway elevations shall be depicted.
d. Areas where temporary grading occurs on any phase other than the one
being graded for development at a particular time shall be identified. The
approved conceptual grading plan shall be provided to the Building and
Safety Grading Division and shall be used as a guideline for subsequent
detailed grading plans for individual units or phases of the TENTATIVE
MAP. CONCEPTUAL PHASE GRADING
57. Any proposed division into units or phasing of the TENTATIVE MAP shall provide
for adequate vehicular access to all lots in each unit or phase, and shall
substantially conform to the intent and purpose of the land division approval. No
approval for any number of units or phases is given by this TENTATIVE MAP
and its conditions of approval, except as provided by Section 8.3 (Division into
Units) of Ordinance No. 460. LOT ACCESS/UNIT PLANS
Prior to Map Recordation
Fire
58. The applicant or developer shall furnish one copy of the water system plans to
the Fire Department for review. Plans shall be signed by a registered civil
engineer, containing a Fire Department approval signature block, and shall
conform to hydrant type, location, spacing and minimum fire flow. Once plans
are signed by the local water company, the originals shall be presented to the
Fire Department for signature. 446-WATER PLANS
59. ECS map must be stamped by the Riverside County Surveyor with the following
note: The required water system, including fire hydrants, shall be installed and
accepted by the appropriate water agency prior to any combustible building
material placed on an individual lot. -#53-ECS-WTR PRIOR/COMBUS
Flood Control
60. A copy of the improvement plans, grading plans, final map, environmental
constraint sheet, BMP improvement plans, and any other necessary
documentation along with supporting hydrologic and hydraulic calculations shall
be submitted to the District for review. 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. SUBMIT PLANS
61. The CC&R's for the development's Home/Property Owners Association
(HOA/POA) shall contain provisions for all privately owned structural best
management practices (BMPs) to be inspected, and if required, cleaned no later
than October 15 each year. The CC&R's shall identify the entity that will inspect
and maintain all structural BMPs within the project boundaries. A copy of the
CC&R's shall be submitted to the District for review and approval prior to the
recordation of the map. BMP MAINTENANCE & INSPECT
Planning
62. Prior to recordation, the Planning Department shall determine if the deposit
based fees for the TENTATIVE MAP are in a negative balance. If so, any unpaid
fees shall be paid by the land divider and/or the land divider's successor-in-
interest. - FEE BALANCE
63. After the approval of the TENTATIVE MAP and prior to the expiration of said
map, the land divider shall cause the real property included within the
TENTATIVE MAP, or any part thereof, to be surveyed and a FINAL MAP thereof
prepared in accordance with the current Transportation Department - Survey
Division requirements, the conditionally approved TENTATIVE MAP, and in
accordance with Article IX of Ordinance No. 460. PREPARE A FINAL MAP
64. The FINAL MAP shall be prepared by a licensed land surveyor or registered civil
engineer. FINAL MAP PREPARER
65. The land divider shall prepare an Environmental Constraints Sheet (ECS) in
accordance with Section 2.2. E. & F. of County Ordinance No. 460, which shall
be submitted as part of the plan check review of the FINAL MAP. ECS SHALL
BE PREPARED
66. The following Environmental Constraints Note shall be placed on the ECS: "This
property is subject to lighting restrictions as required by Ordinance No. 655,
which are intended to reduce the effects of night lighting on the Mount Palomar
Observatory. All proposed outdoor lighting systems shall be in conformance with
Ordinance No. 655." ECS NOTE MT PALOMAR LIGH
67. The County Transportation Department - Survey Division shall review any FINAL
MAP and ensure compliance with the following: A. All lots on the FINAL MAP
shall be in substantial conformance with the approved TENTATIVE MAP relative
to size and configuration. B. The common open space areas shall be shown as a
numbered lot on the FINAL MAP. C. The total number of commercial lots on the
final map shall be ten (10), with one (1) lot for a retention basin. SURVEYOR
CHECK
68. The land divider shall (a) notify the Planning Department that the following
documents shall be shortly, or have been, submitted to the Office of the City
Counsel for the review and approval of that office, and (b) the land divider shall
submit to the Office of the City Counsel the following documents:
a. A cover letter identifying the project for which approval is sought
referencing the Planning Department case number(s) (a copy of this
cover letter may be sent to the Planning Department to serve as
notification) and identifying one individual to represent the land divider if
there are any questions concerning the review of the submitted
documents; and
b. One (1) copy AND one (1) original, wet signed, notarized and ready for
recordation declaration of covenants, conditions, and restrictions;
attached to these documents there shall be included a legal description of
the property included within the covenants, conditions and restrictions
and a scaled map or diagram of such boundaries, both signed and
stamped by a California registered civil engineer or licensed land
surveyor; and
C. A sample document conveying title to the purchaser of an individual lot or
unit which provides that the declaration of covenants, conditions, and
restrictions is incorporated therein by reference; and,
d. A deposit equaling three (3) hours of the current hourly fee for the Review
of Covenants, Conditions and Restrictions established pursuant to
Ordinance No. 671 at the time the above referenced documents are
submitted to the Office of the City Counsel for review and approval.
The declaration of covenants, conditions and restrictions submitted for review
shall a) provide for a minimum term of 60 years, b) provide for the establishment
of a property owner's association comprised of the owners of each individual lot
or unit as tenants in common, c) provide for the ownership of the common area
by either the property owner's.association or the owners of each individual lot or
unit as tenants in common, and d) contain the following provisions verbatim:
"Notwithstanding any provision in this Declaration to the contrary, the following
provisions shall apply: The property owners' association established herein shall
manage and continuously maintain the 'common area', more particularly
described on Exhibit 'A', attached hereto, and shall not sell or transfer the
'common area' or any part thereof, absent the prior written consent of the
Planning Department of the City of Menifee or the City's successor-in-interest.
The property owners' association shall have the right to assess the owners of
each individual lot or unit for the reasonable cost of maintaining such 'common
area', and shall have the right to lien the property of any such owner who defaults
in the payment of a maintenance assessment. An assessment lien, once
created, shall be prior to all other liens recorded subsequent to the notice of
assessment or other document creating the assessment lien. This Declaration
shall not be terminated, 'substantially' amended, or property deannexed
therefrom absent the prior written consent of the Planning Director of the City of
Menifee or the City's successor-in-interest. A proposed amendment shall be
considered 'substantial' if it affects the extent, usage, or maintenance of the
'common area' established pursuant to the Declaration. In the event of any
conflict between this Declaration and the Articles of Incorporation, the Bylaws, or
the property owners' association Rules and Regulations, if any, this Declaration
shall control." Once approved, the copy and the original declaration of
covenants, conditions and restrictions shall be forwarded by the Office of the City
Counsel to the Planning Department. The Planning Department will retain the
one copy for the case file, and forward the wet signed and notarized original
declaration of covenants, conditions and restrictions to the Transportation
Department - Survey Division - for safe keeping until the final map is ready for
recordation. The Transportation Department - Survey Division - shall record the
original declaration of covenants, conditions and restrictions in conjunction with
the recordation of the final map. CC&R POA COM. AREA
Transportation
69. Improvement plans for the required improvements must be prepared and shall be
based upon a design profile extending a minimum of 300 feet beyond the project
boundaries at a grade and alignment as approved by the Riverside County
Transportation Department. Completion of road improvements does not imply
acceptance for maintenance by County. IMP PLANS
70. Any easement not owned by a public utility, public entity or subsidiary, not
relocated or eliminated prior to final map approval, shall be delineated on the
final map in addition to having the name of the easement holder, and the nature
of their interests, shown on the map. EASEMENT
71. The street design and improvement concept of this project shall be coordinated
with CUP03581. ST DESIGN/IMPRV CONCEPT
72. A signing and striping plan is required for this project. The applicant shall be
responsible for any additional paving and/or striping removal caused by the
striping plan. Traffic signing and striping shall be performed by County forces
with all incurred costs borne by the applicant, unless otherwise approved by the
County Traffic Engineer. STRIPING PLAN
73. A separate street light plan is required for this project. Street lighting shall be
designed in accordance with County Ordinance 460 and 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. STREET LIGHT PLAN
74. The project proponent shall contact the Transportation Department L&LMD 89-1-
C Administrator and submit the following:
a. Completed Transportation Department application
b. Appropriate fees for annexation.
c. Two (2) Sets of street lighting plans approved by Transportation Department.
d. "Streetlight Authorization" form from SCE, or other electric provider. STREET
LIGHTS-L&LMD
75 The land divider shall comply with the Riverside Transit Authority
recommendations as outlined in their letter dated May 29, 2008. RIV. TRANSIT
AUTHORITY
76. Electrical power, telephone, communication, street lighting, and cable television
lines shall be designed to be placed underground in accordance with ordinance
460 and 461, or as approved by the Transportation Department. The applicant is
responsible for coordinating the work with the serving utility company. 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. A disposition note describing the above shall be reflected on design
improvement plans whenever those plans are required. A written proof for
initiating the design and/or application of the relocation issued by the utility
company shall be submitted to the Transportation Department for verification
purposes. UTILITY PLAN
77. The project proponent shall comply in accordance with traffic signal requirements
within public road rights-of-way, as directed by the Transportation Department.
Assurance of traffic signal maintenance is required by filing an application for
annexation to Landscaping and Lighting Maintenance District No. 89-1-
Consolidated for the required traffic signal(s). TRAFFIC SIGNALS 2
78. The project proponent shall file an application for annexation into County Service
Area 152 (CSA 152) for street sweeping through the CSA Administrator; or enter
into a similar mechanism as approved by the Transportation Department.
STREET SWEEPING 2
79. On existing curb and gutter, new driveways, closure of existing driveways,
sidewalks and/or drainage devices within County right-of-way, including sewer
and water laterals on Menifee Road, Newport Road, Laguna Vista Drive, and
Rockport Road shall be constructed within the dedicated right-of-way in
accordance with County standards, Ordinance 461. Such construction shall be
shown on existing street improvement plans and approved and permitted by the
Transportation Department. NOTE: 1. Driveways shall be constructed in
accordance with County Standard No. 207A. 2. Construct AC pavement for
acceleration/deceleration lane (right-in/-out lane) at the proposed driveway on
Newport Road as directed and approved by the Director of Transportation.
EXISTING CURB & GUTTER
80 The project proponent shall be responsible for the design of traffic signal(s) at the
intersections of: Menifee Road (NS) at Newport Road (EW) (modification for
added lanes) with no fee credit given for Traffic Signal Mitigation fees.
TS/DESIGN
i. The intersection of Menifee Road (NS) at Newport Road (EW) shall be
improved to provide the following geometries:
a. Northbound: two left-turn lanes, two through lanes, one right-turn lane
b. Southbound: two left-turn lane, one through lane, one shared
through/right-turn lane
c. Eastbound: one left-turn lane, two through lanes, one shared
through/right-turn lane
d. Westbound: one left-turn lane, two through lanes, one right-turn lane
ii. The intersection of Menifee Road (NS) at Project Driveway#1 (EW) shall
be improved to provide the following geometrics:
a. Northbound: two through lanes, one shared through/right-turn lane
b. Southbound: two through lanes
c. Eastbound: N/A
d. Westbound: one right-turn lane
e. Note: Driveway shall be restricted to right turns in and out only.
iii. The intersection of Menifee Road (NS) at Rockport Road (EW) shall be
improved to provide the following geometrics:
a. Northbound: two through lanes, one shared through/right-turn lane
b. Southbound: one left-turn lane, two through lanes
c. Eastbound: N/A
d. Westbound: one left-turn lane, one right-turn lane
iv. The intersection of Project Driveway #2 (NS) at Newport Road (EW) shall
be improved to provide the following geometrics:
a. Northbound: one right-turn lane
b. Southbound: N/A
c. Eastbound: two through lanes, one shared through/right-turn lane
d. Westbound: three through lanes
e. Note: Driveway shall be restricted to right turns in and out only.
v. The intersection of Laguna Vista Drive (NS) at Newport Road (EW) shall
be improved to provide the following geometrics:
a. Northbound: one left-turn lane, one right-turn lane
b. Southbound: N/A
c. Eastbound: two through lanes, one shared through/right-turn lane
d. Westbound: one left-turn lane, three through lanes
vi. The intersection of Laguna Vista Drive (NS) at Project Driveway #3 (EW)
shall be improved to provide the following geometrics:
a. Northbound: one left-turn lane, one through lane
b. Southbound: one shared through/right-turn lane
c. Eastbound: one left-turn lane, one right-turn lane
d. Westbound: N/A
vii. The intersection of Laguna Vista Drive (NS) at Project Driveway #5 (EW)
shall be improved to provide the following geometrics:
a. Northbound: one through lane
b. Southbound: one shared through/right-turn lane
c. Eastbound: one right-turn lane
d. Westbound: N/A
e. Note: Driveway shall be restricted to right turn in and out only.
viii.The intersection of Rockport Road (NS) at Linden Gate Lane/Project
Driveway#4 (EW) shall be improved to provide the following geometrics:
a. Northbound: one shared left-turn/through/right-turn lane
b. Southbound: one shared left-turn/through/right-turn lane
c. Eastbound: one left-turn lane, one shared through/right-turn lane
d. Westbound: one left-turn lane, one shared through/right-turn lane
or as approved by the Transportation Department.
ix. All improvements listed are requirements for interim conditions only. Full
right-of-way and roadway half sections adjacent to the property for the
ultimate roadway cross-section per the County's Road Improvement
Standards and Specifications must be provided.
x. Any off-site widening required to provide these geometrics shall be the
responsibility of the landowner/developer. TS/GEOMETRICS
Prior to the Issuance of a Grading Permit
Grading
81. 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 Building and Safety department. If an Environmental
Assessment, prior to issuing a grading permit, did not previously approve either
location, a Grading Environmental Assessment shall be submitted to the
Planning Director and the Environmental Programs Director for review and
comment and to the Building and Safety Department Director for approval.
Additionally, if the movement of import/export occurs using county roads, review
and approval of the haul routes by the Transportation Department will be
required. IMPORT/EXPORT
82. Prior to issuance of any grading or construction permits - whichever comes first -
the applicant shall provide the Building and Safety Department evidence of
compliance with the following: "Effective March 10, 2003 owner operators of
grading or construction projects are required to comply with the N.P.D.E.S.
(National Pollutant Discharge Elimination System) requirement to obtain a
construction permit from the State Water Resource Control Board (SWRCB). The
permit requirement applies to grading and construction sites of "ONE" acre or
larger. The owner operator can comply by submitting a "Notice of Intent" (NOI),
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 at (916) 657-1146. Additionally, at the time the
county adopts, as part of any ordinance, regulations specific to the N.P.D.E.S.,
this project (or subdivision) shall comply with them. G1.4 NPDES/SWPPP
83. Geotechnical soils reports, required in order to obtain a grading permit, shall be
submitted to the Building and Safety Department's Grading Division for review
and 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 Riverside County.* *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. G2.4GEOTECH/SOILS RPTS
84. All grading and drainage shall be designed in accordance with Riverside County
Flood Control & Water Conservation District's conditions of approval regarding
this application. If not specifically addressed in their conditions, drainage shall be
designed to accommodate 100-year storm flows. Additionally, the Building and
Safety Department's conditional approval of this application includes an
expectation that the conceptual grading plan reviewed and approved for it
complies or can comply with any WQMP (Water Quality Management Plan)
required by Riverside County Flood Control & Water Conservation District.
G2.7DRNAGE DESIGN Q100
85. Prior to the issuance of a grading permit, it shall be the sole responsibility of the
owner/applicant to obtain any and all proposed or required easements and/or
permissions necessary to perform the grading herein proposed. G2.14OFFSITE
GDG ONUS
86. A Precise Grading Permit will not be issued, by the Building and Safety
Department, for any parcel(s) of this subdivision unless an appropriate Land Use
Permit has also been issued and approved, by the Planning Department, for that
same parcel(s). NO PRECISE GRADE
87. Prior to Building Final Inspection
88. Flood Control
89. A copy of the project specific WQMP shall be submitted to the District for review
and approval. SUBMIT FINAL WQMP
90. 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 District 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.
SUBMIT PLANS
91. 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 District for review. EROS CNTRL AFTER RGH GRAD
92. If the tract is built in phases, each phase shall be protected from the 1 in 100
year tributary storm flows. PHASING
93. Planning
94. Prior to issuance of grading permits, the Planning Department shall
determine if the deposit-based fees are in a negative balance. If so, any
outstanding fees shall be paid by the applicant/developer. FEE
BALANCE
95. As part of the plan check review of the proposed grading plan for the subject
property, the Department of Building and Safety - Grading Division shall submit a
copy of the proposed grading plan, along with the applicable Log/Permit
Numbers for reference, to the Planning Department to be reviewed for
compliance with the approved tentative map. - PLANNING DEPT REVIEW
96. The land divider/permit holder shall cause a plan check application for a grading
plan to be submitted to the Department of Building and Safety - Grading Division
for review and approval. Said grading plan shall be in conformance with the
approved tentative map, in Compliance with Ordinance No. 457, and the
conditions of approval for the tentative map. GRADING PLAN REVIEW
97.
98. Prior to the Issuance of a Building Permit
99. Grading
100. Prior to issuance of any building permit, the property owner shall obtain a grading
permit and/or approval to construct from the Grading Division of the Building and
Safety Department. G3.1 NO B/PMT W/O G/PMT
101. Flood Control
102. 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 District 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.
SUBMIT PLANS
103. A copy of the project specific WQMP shall be submitted to the District for review
and approval. SUBMIT FINAL WQMP
104. Prior to Building Final Inspection
105. Flood Control
106. The developer shall distribute environmental awareness education materials on
general good housekeeping practices that contribute to protection of stormwater
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. The developer must provide to the
District's PLAN CHECK Department a notarized affidavit stating that the
distribution of educational materials to the tenants is assured prior to the
issuance of occupancy permits. BMP— EDUCATION
107. 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 District will not release occupancy permits for any portion of the project
exceeding 80% of the project area prior to the completion of these tasks.
IMPLEMENT WQMP
108. Transportation
109. The project proponent shall be responsible for the construction and installation of
all traffic signals listed below unless otherwise noted. Prior to the final building
inspection of the first building, the following traffic signal(s) shall be installed and
operational: Menifee Road (NS) at Newport Road (EW) (modification for added
lanes) with no fee credit given for Traffic Signal Mitigation Fees. or as approved
by the Transportation Department. TWINSTALLATION
110. The project proponent shall provide interconnect between the traffic signal at the
intersection of Newport Road/Menifee Road and the signals at the following two
intersections: Newport Road (EW) and Laguna Vista Drive (NS) Menifee Road
(NS) and Rockport Road (EW) or as approved by the Transportation Department.
TS/INTERCONNECT
111. Install streetlights on Newport Road in accordance with the approved street
lighting plan and standards of County Ordinances 460 and 461. For projects
within IID use IID's pole standard. Street light annexation into L&LMD or similar
mechanism as approved by the Transportation Department shall be completed. It
shall be the responsibility of the Developer to ensure that streetlights are
energized along the streets associated with this development where the
developer is seeking Building Final Inspection (Occupancy). STREET LIGHTS
INSTALL
112. 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 Transportation 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. A
certificate should be obtained from the pertinent utility company and submitted to
the Department of Transportation as proof of completion. UTILITY INSTALL
113. 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). TRAFFIC SIGNAL 2
114. Street sweeping annexation into CSA 152 or similar mechanism as approved by
the Transportation Department shall be completed. STREET SWEEPING 2