HomeMy WebLinkAbout19-43 - ResolutionRESOLUTION NO. 19-43
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
RANCHO CUCAMONGA, CALIFORNIA, APPROVING VARIANCE
DRC2016-00290, A REQUEST TO REDUCE THE REQUIRED PARCEL
DEPTH RELATED TO A PROPOSED 4 PARCEL SUBDIVISION ON 3.04
ACRES OF LAND IN THE VERY LOW (VL) ZONING DISTRICT ON THE
SOUTH SIDE OF HILLSIDE ROAD AT 9611 HILLSIDE ROAD WITHIN THE
VERY LOW (VL) RESIDENTIAL DISTRICT AND THE EQUESTRIAN
OVERLAY DISTRICT AT 9611 HILLSIDE ROAD; AND MAKING FINDINGS
IN SUPPORT THEREOF —APN: 1061-571-01.
A. Recitals.
1. Jim Banker filed an application for the approval of Variance DRC2016-00290, as
described in the title of this Resolution. Hereinafter in this Resolution, the subject Variance request
is referred to as "the application."
2. On the 10th day of July 2019, the Planning Commission of the City of
Rancho Cucamonga conducted a noticed public hearing on the application and concluded said
hearing on that date.
3. All legal prerequisites prior to the adoption of this Resolution have occurred.
B. Resolution.
NOW, THEREFORE, it is hereby found, determined, and resolved by the Planning
Commission of the City of Rancho Cucamonga as follows:
1. This Commission hereby specifically finds that all of the facts set forth in the Recitals,
Part A, of this Resolution are true and correct.
2. Based upon the substantial evidence presented to this Commission during the
above -referenced public hearing on July 10, 2019, including written and oral staff reports, together
with public testimony, this Commission hereby specifically finds as follows:
a. The application applies to a 3.04-acre project site located on the south side of
Hillside Road at 9611 Hillside Road in the Very Low (VL) District; and
b. The site is generally rectangular in shape and is approximately 328 feet from east
to west and 377 feet from north to south. The project site generally slopes from north to south, with
an elevation change of approximately 33 feet from the north property line (1,865 feet) to the south
property line (1,832 feet); and
C. The existing Land Use, General Plan and Zoning Designations for the project site
and adjacent properties are as follows:
Land Use
General Plan
Zoning
Site
Single -Family Residence
Grandma Issak House
Very Low
Very Low (VL) Residential District
North
Single -Family Residence
Very Low
Very Low VL Residential District
South
Single -Family Residences
Very Low
VeryLow (VL) Residential District
PLANNING COMMISSION RESOLUTION NO. 19-43
VARIANCE DRC2016-00290—JIM BANKER
July 10, 2019
Page 2
East
Single
-Family
Residences
Very
Low
Very
Low
VL
Residential District
West
Single
-Family
Residences
Very
Low
Very
Low
VL
Residential District
d. The applicant is requesting to subdivide the 3.04-acre project site into 4 parcels for
the future development of 3 single-family residences on parcels #1 thru #3, with the existing single-
family residence (Grandma Issak House) located on parcel #4; and
e. The new parcels comply the development standards for the Very Low (VL)
Residential District, except for lot depth on Parcels #2 and #3 and the need for perimeter walls in
excess of the permitted 6-foot height limit; and
f. The project includes a request for a variance (DRC2016-00290) to reduce the
required lot depth of parcels #2 and #3 from 200 feet to approximately 150 feet.
3. Based upon the substantial evidence presented to this Commission during the
above -referenced public hearing and upon the specific findings of facts set forth in Paragraphs 1
and 2 above, this Commission hereby finds and concludes as follows:
a. Strict or literal interpretation and enforcement of the specified regulation would
result in a difficulty or unnecessary physical hardship inconsistent with the objectives of this Code.
The reduction in the required lot depth is necessary due to the existing shape and topography of the
project site. Without the lot depth reduction, the project would be required to be redesigned to
reduce the total number of parcels, resulting in parcels of land that are much larger than those in the
surrounding area; and
b. There are exceptional or extraordinary circumstances or conditions applicable to
the property involved or to the intended use of the property that do not apply generally to other
properties in the same zone. The project site is surrounded by existing development and is
constrained by the lot dimensions. The site is also developed with an existing historically designated
single-family residence, which limits the design of the proposed subdivision. These limitations do not
generally apply to the surrounding lot or lots in the same zone; and
C. Strict or literal interpretation and enforcement of the specified regulation would
deprive the applicant of privileges enjoyed by the owners of other properties in the same zone. The
project site is within the Very Low (VL) District which requires that lots have a minimum lot size of
20,000 square feet and an average lot size of 22,500 square feet. Without the lot depth reduction,
the project would need to be redesigned, reducing the number of parcels and subsequently
increasing the size of the remaining parcels to be much larger than the required minimum or
average lot sizes of the zoning district and then the existing lots in the surrounding area. Not
approving the Variance would deprive the applicant of development rights enjoyed by the owners of
other properties in the same district; and
d. The granting of the variance will not constitute a grant of special privilege
inconsistent with the limitations on other properties classified in the same zone. It is not uncommon
to grant a Variance to reduce the required lot dimensions when the onsite conditions place physical
limitations on the design of the subdivision. In this case the existing lot dimensions do not provide
the required depth necessary for the proposed number of parcels. The proposed variance for a
reduction in the required lot depth for parcels #2 and #3, will not constitute a grant of special
privilege as existing site conditions, including the shape of the project sit and surrounding
development limit alternative site designs without reducing the total number of parcels; and
PLANNING COMMISSION RESOLUTION NO. 19-43
VARIANCE DRC2016-00290 — JIM BANKER
July 10, 2019
Page 3
e. The granting of the Variance will not be detrimental to the public health, safety, or
welfare, or materially injurious to properties or improvements in the vicinity. The reduction in the
required lot depth will not negatively impact the surrounding property owners as the parcels will be of
similar size and configuration to those in the surrounding area and will not preclude the keeping of
horses. Staff has prepared an environmental review for the proposed project and has determined
that with the inclusion of mitigation measures the project will have a less than significant impact on
the environment.
4. Based upon the facts and information contained in the proposed Mitigated Negative
Declaration, together with all written and oral reports included for the environmental assessment for
the application, the Planning Commission finds that there is no substantial evidence that the project
will have a significant effect upon the environment and recommends the City Council adopt a
Mitigated Negative Declaration based upon the findings as follows:
a. Pursuant to the California Environmental Quality Act ("CEQA") and the City's local
CEQA Guidelines, the City staff prepared an Initial Study of the potential environmental effects of
the project. Based on the findings contained in that Initial Study, City staff determined that, with the
imposition of mitigation measures, there would be no substantial evidence that the project would
have a significant effect on the environment. Based on that determination, a Mitigated Negative
Declaration was prepared. Thereafter, the City staff provided public notice of the public comment
period and of the intent to adopt the Mitigated Negative Declaration.
b. The Planning Commission has reviewed the Mitigated Negative Declaration and all
comments received regarding the Mitigated Negative Declaration and, based on the whole record
before it, finds: (i) that the Mitigated Negative Declaration was prepared in compliance with CEQA;
and (ii) that, based on the imposition of mitigation measures, there is no substantial evidence that
the project will have a significant effect on the environment. The Planning Commission further finds
that the Mitigated Negative Declaration reflects the independent judgment and analysis of the
Planning Commission. Based on these findings, the Planning Commission hereby adopts the
Mitigated Negative Declaration; and
C. The Planning Commission has also reviewed and considered the Mitigation
Monitoring Program for the project that has been prepared pursuant to the requirements of Public
Resources Code Section 21081.6 and finds that such Program is designed to ensure compliance
with the mitigation measures during project implementation. The Planning Commission therefore
adopts the Mitigation Monitoring Program for the project.
d. The custodian of records forthe Initial Study, Mitigated Negative Declaration and all
other materials which constitute the record of proceedings upon which the Planning Commission's
determination is based, is the Planning Director of the City of Rancho Cucamonga. Those
documents are available for public review in the Planning Department of the City of Rancho
Cucamonga located at 10500 Civic Center Drive, Rancho Cucamonga, California 91730, telephone
(909) 477-2750.
5. Based upon the findings and conclusions set forth in Paragraphs 1, 2, 3, and 4 above,
this Commission hereby approves the application subject to each and every condition set forth in the
attached standard conditions incorporated herein by this reference.
6. The Secretary to this Commission shall certify to the adoption of this Resolution.
APPROVED AND ADOPTED THIS 10TH DAY OF JULY 2019.
PLANNING COMMISSION RESOLUTION NO. 19-43
VARIANCE DRC2016-00290 — JIM BANKER
July 10, 2019
Page 4
PLANNING COMMISSION OF THE NCHO CUCAMONGA
7
BY:
ny G glielmo, airman
ATTEST:
M Burris, Secretary
AYES: COMMISSIONERS: DOPP, GUGLIELMO, MUNOZ, OAXACA, WIMBERLY
NOES: COMMISSIONERS:
ABSENT: COMMISSIONERS:
ABSTAIN: COMMISSIONERS:
Conditions of Approval
Community Development Department
Project#: SUBTPM19855DRC2018-00934
Project Name: Grandma Issak Subdivision
Location:
Project Type:
9611 HILLSIDE RD - 106157101-0000
Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT:
Planning Department
Please be advised of the following Special Conditions
1. The Mitigation Monitoring Plan attached to the Standard Conditions shall apply.
2. The recommendations outline below from Rincon Consultants, Inc. dated April 4, 2019, shall
completed to the satisfaction of the Planning Director prior to final map approval by the City Council:
1. Replace the existing windows with period correct windows
2. Removal of non -original facia boards on the eaves;
3. Replacement of the main entry door with period appropriate replacement;
4. Removal of soffit to expose the rafter tails;
5. Replacement of knee braces in gables;
6. Texture or treatment to the exterior of the chimney, to evoke the covered brickwork;
7. Installation of a landmark designation plaque along the public right-of-way;
8. Installation of additional vertical landscaping element to frame the fagade and highlight the wall
and porch.
3. Fifteen (15) gallon size eucalyptus trees shall be planted at a minimum spacing of 8 feet on center
along the south and western property lines of the project site to replace the 17 trees approved for
removal by DRC2019-00393. The species of eucalyptus tree shall be reviewed an approved by the
Planning Director.
4. An updated Mills Act agreement with the current property owner information and property legal
description shall be approved by the City Council prior to final map approval of Tentative Parcel Map
SUBTPM19855.
5. The existing block wall along the Hillside Road public right-of-way shall be removed or be reduced in
height to 3 feet.
6. Gates shall be installed at each entrance to the private equestrian trail per Engineering Standard
Drawing 1006-C. The equestrian trail easements shall include a 4 inch cover of decomposed
granite. A graded connection shall be provided from the equestrian trail easement to a graded 24
foot by 24 foot or 12 foot by 48 foot coral area not to exceed 15 percent in grade. Each parcel shall
provide a 10 foot gate to the private'trquestrian trail easement.
7. All changes made to the exterior of the Grandma Issak House (9611 Hillside Road), including the
recommendations made by Rincon Consultants, Inc. (April 4, 2019), shall be reviewed for
architectural compatibility by the Planning Director prior to the commencement of work. All
recommended changes to the Grandma Issak house shall be completed to the satisfaction of the
Planning Director prior to approval of the final map (SUBTT119855).
Standard Conditions of Approval
www.CityofRC.us
Printed: 7/2/2019
Project #: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location:
Project Type:
9611 HILLSIDE RD - 106157101-0000
Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
Planning Department
Standard Conditions of Approval
8. The applicant shall agree to defend at his sole expense any action brought against the City, its
agents, officers, or employees, because of the issuance of such approval, or in the alternative, to
relinquish such approval. The applicant shall reimburse the City, its agents, officers, or employees,
for any Court costs and attorney's fees which the City, its agents, officers, or employees may be
required by a court to pay as a result of such action. The City may, at its sole discretion, participate
at its own expense in the defense of any such action but such participation shall not relieve
applicant of his obligations under this condition.
9. Approval of Tentative Parcel No. 19855 is granted subject to the approval of Certificate of
Appropriateness DRC2016-00291, Variance DRC2016-00290, Minor Exception DRC2018-00934,
and Tree Removal Permit DRC2019-00393.
10. Copies of the signed Planning Commission Resolution of Approval or Approval Letter, Conditions of
Approval, and all environmental mitigations shall be included on the plans (full size). The sheet(s)
are for information only to all parties involved in the construction/grading activities and are not
required to be wet sealed/stamped by a licensed Engineer/Architect.
11. The applicant shall be required to pay California Department of Fish and Wildlife Notice of
Exemption and Mitigated Negative Declaration fee in the amount of $2,404.75. All checks are to be
made payable to the Clerk of the Board Supervisors and submitted to the Planning Commission
Secretary prior to public hearing.
12. Any approval shall expire if Building Permits are not issued or approved use has not commenced
within 5 years from the date of approval or a time extension has been granted.
13. This tentative tract map or tentative parcel map shall expire, unless extended by the Planning
Commission, unless a complete final map is filed with the Engineering Services Department within 3
years from the date of the approval.
14. Approval of this request shall not waive compliance with all sections of the Development Code, all
other applicable City Ordinances, and applicable Community, Specific Plans and/or Master Plans in
effect at the time of Building Permit issuance.
15. The Covenants, Conditions, and Restrictions (CC&Rs) shall not prohibit the keeping the equine
animals where zoning requirements for the keeping of said animals have been met. Individual lot
owners in subdivisions shall have the option of keeping said animals without the necessity of
appealing to boards of directors of homeowners' associations for amendments to the CC&Rs.
16. Provide a 24-foot by 24-foot or 12-foot by 48-foot corral area in the rear yard adjacent to the Local
Feeder Trail. Grade access from corral to trail with a maximum slope of 5:1 and a minimum width of
10 feet.
17. All ground -mounted utility appurtenances such as transformers, AC condensers, etc., shall be
located out of public view and adequately screened through the use of a combination of concrete or
masonry walls, berming, and/or landscaping to the satisfaction of the Planning Director. For
single-family residential developments, transformers shall be placed in underground vaults.
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Page 2 of 16
Project #: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
Planning Department
Standard Conditions of Approval
18. The project contains a designated Historical Landmark. The site shall be developed and maintained
in accordance with Certificate of Appropriateness No. DRC2016-00291 Any further
modifications to the site including, but not limited to, exterior alterations and/or interior alterations
which affect the exterior of the buildings or structures, removal of landmark trees, demolition,
relocation, reconstruction of buildings or structures, or changes to the site, shall require a
modification to the Certificate of Appropriateness subject to Historic Preservation Commission
review and approval.
19.On corner side yards, provide minimum 5-foot setback between walls/fences and sidewalk. The
5-foot wall/fence setback and the parkway shall have landscape and irrigation in addition to the
required street trees. Detailed landscape and irrigation plans shall be submitted for Planning
Director review and approval prior to issuance of Building Permits. The parkway landscaping
including trees, shrubs, ground covers and irrigation shall be maintained by the property owner. The
developer shall provide each prospective buyer written notice of the parkway maintenance
requirement, in a standard format as determined by the Planning Director, prior to accepting a cash
deposit on any property.
20. Local Feeder Trail entrances shall also provide access for service vehicles, such as veterinarians or
hay deliveries, including a 12-foot minimum drive approach. Entrance shall be gated provided that
equestrian access is maintained through step-throughs in accordance with Engineering Services
Department Standard Drawing 1006-B and 1007-B.
21. Local Feeder Trail grades shall not exceed 0.5 percent at the downstream end of a trail for a
distance of 25 feet behind the public right-of-way line to prohibit trail debris from reaching the street.
Drainage devices may be required by the Building and Safety Official.
22. Where corner side, interior side or rear yard property lines are adjacent to local equestrian trails,
construct minimum 6-foot high decorative masonry walls. Decorative masonry shall mean split -face
double sided block, 'slump stone' or an alternative material that is acceptable to the Design Review
Committee.
Engineering Services Department
Please be advised of the following Special Conditions
1. Hillside Road frontage improvements shall be in accordance with City "Collector" standards as
required and including:
A. Protect or repair existing curb & gutter, street lights, signing, and striping as required.
B. Provide sidewalk per City standards.
2. "A" Street frontage improvements shall be in accordance with City "Local" standards as
required and including:
A. Provide existing curb & gutter, sidewalk, 5800 Lumen HPSV-equivalent LED street lights,
driveways, signing, and striping as required.
B. Driveways shall be in accordance with the City Driveway Policy.
3. The area along Hillside Road of parcels 1 and 2 shall have private irrigation and landscaping
installed for private maintenance by property owners of parcels 1 and 4.
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Page 3 of 16
Project M SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
Engineering Services Department
Please be advised of the following Special Conditions
4. The developer shall be responsible for the relocation of existing utilities as necessary.
5. Provide separate utility services to each parcel including sanitary sewerage system, water, gas,
electric power, telephone, and cable TV (all underground) in accordance with the Utility
Standards. Easements shall be provided as required.
6. Approvals have not been secured from all utilities and other interested agencies involved.
Approval of the final parcel map will be subject to any requirements that may be received from them.
7. Water and sewer plans shall be designed and constructed to meet the requirements of the
Cucamonga Valley Water District (CVWD), Rancho Cucamonga Fire Protection District, and the
Environmental Health Department of the County of San Bernardino. A letter of compliance from the
CVWD is required prior to final map approval or issuance of permits, whichever occurs first. Such
letter must have been issued by the water district within 90 days prior to final map approval in the
case of subdivision or prior to the issuance of permits in the case of all other residential projects.
8. A final drainage study shall be submitted to and approved by the City Engineer prior to final
map approval or the issuance of Building Permits, whichever occurs first. All drainage facilities shall
be installed as required by the City Engineer.
9. Private drainage easements for cross -lot drainage shall be provided and shall be delineated or
noted on the final map.
10. Corner property line cutoffs shall be dedicated per City Standards.
11. Dedication shall be made of the following rights -of -way on the perimeter streets (measured
from street centerline):
33 total feet on Hillside Ave.
12. Rights -of -way and easements shall be dedicated to the City for all interior public streets,
community trails, public paseos, public landscape areas, street trees, traffic signal encroachment
and maintenance, and public drainage facilities as shown on the plans and /or
tentative map. Private easements for non-public facilities (cross -lot drainage, local feeder trails, etc.)
shall be reserved as shown on the plans and/or tentative map.
13. A non-refundable deposit shall be paid to the City, covering the estimated operating costs for all
new streetlights for the first six months of operation, prior to final map approval or prior to Building
Permit issuance if no map is involved.
14. If the required public improvements are not completed prior to approval of the final parcel map, an
improvement security accompanied by an agreement executed by the Developer and the City will be
required for the proposed street improvements for Klusman Court (Street "A") and Hillside.
15. A signed consent and waiver form to join and/or form the appropriate Landscape and Lighting
Districts shall be filed with the Engineering Services Department prior to final map approval or
issuance of Building Permits whichever occurs first. Formation costs shall be borne by the
developer.
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Printed: 7/2/2019 Page 4 of 16
Project #: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT:
Fnninnarinn SaYVirac Department
Please be advised of the following Special Conditions
16. Add the following note to any private landscape plans that show street trees: "All improvements
within the public right-of-way, including street trees, shall be installed per the public improvement
plans." If there is a discrepancy between the public and private plans, the street improvement plans
will govern.
17. Pursuant to Municipal Code Section 16.37.010, no person shall make connections from a
source of energy, fuel or power to any building or structure which is regulated by technical
codes and for which a permit is required unless, in addition to any and all other codes,
regulations and ordinances, all improvements required by these conditions of development
approval have been completed and accepted by the City Council, except: that in developments
containing more than one building, structure or unit, the development may have energy connections
made in equal proportion to the percentage of completion of all improvements required by these
conditions of development approval, as determined by the City Engineer, provided that reasonable,
safe and maintainable access to the property exists. In no case shall more than 95 percent of the
buildings, structures or units be connected to energy sources prior to completion and acceptance of
all improvements required by these conditions of development approval.
www.CAyofRC.us
Pdnled: 7/2/2019 Page 5 of 16
Project #: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT:
Engineering Services Department
Please be advised of the following Special Conditions
18. Improvement Plans and Construction:
a. Street improvement plans, including street trees, street lights, and intersection safety lights
on future signal poles, and traffic signal plans shall be prepared by a registered Civil Engineer
and shall be submitted to and approved by the City Engineer. Security shall be posted and an
agreement executed to the satisfaction of the City Engineer and the City Attorney guaranteeing
completion of the public and/or private street improvements, prior to final map approval or the
issuance of Building Permits, whichever occurs first.
b. Prior to any work being performed in public right-of-way, fees shall be paid and a
construction permit shall be obtained from the Engineering Services Department in addition to
any other permits required.
c. Pavement striping, marking, traffic signing, street name signing, traffic signal conduit, and
interconnect conduit shall be installed to the satisfaction of the City Engineer.
d. Signal conduit with pull boxes shall be installed with any new construction or reconstruction
project along major or secondary streets and at intersections for future traffic signals and
interconnect wiring. Pull boxes shall be placed on both sides of the street at 3 feet outside of
BCR, ECR, or any other locations approved by the City Engineer.
Notes:
1) Pull boxes shall be No. 6 at intersections and No. 5 along streets, a maximum of 200 feet apart,
unless otherwise specified by the City Engineer.
2) Conduit shall be 3-inch galvanized steel with pull rope or as specified.
e. Access ramps for the disabled shall be installed on all corners of intersections per City
Standards or as directed by the City Engineer.
f. Existing City roads requiring construction shall remain open to traffic at all times with
adequate detours during construction. Street or lane closure permits are required. A cash
deposit shall be provided to cover the cost of grading and paving, which shall be refunded upon
completion of the construction to the satisfaction of the City Engineer.
g. Concentrated drainage flows shall not cross sidewalks. Under sidewalk drains shall be
installed to City Standards, except for single-family residential lots.
h. Street names shall be approved by the Planning Manager prior to submittal for first plan check.
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Page 6 of 16
Project#: SUBTPM19855DRC2018-00934
Project Name
Location:
Grandma Issak Subdivision
9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. -
Engineering Services Department
Please be advised of the following Special Conditions
19. Install street trees per City street tree design guidelines and standards as follows. The
completed legend (box below) and construction notes shall appear on the title page of the
street improvement plans. Street improvement plans shall include a line item within the
construction legend stating: "Street trees shall be installed per the notes and legend on Sheet _
(typically Sheet 1)." Where public landscape plans are required, tree installation in those areas shall
be per the public landscape improvement plans.
Street Name: Hillside Rd
Botanical Name: Lagerstroemia Indica "Natchez"
Common Name: Crape Myrtle Hybrid -White
Min. Grow Space: 3'
Spacing: 20' O.C.
Size 24" Box
Qty.: 13
Street Name: Land View Court
Botanical Name: Pistacia chinensis
Common Name: Chinese Pistache
Min. Grow Space:
Spacing: 45' O.C.
Size Qty.: Determined by design
Construction Notes for Street Trees:
1) All street trees are to be planted in accordance with City standard plans.
2) Prior to the commencement of any planting, an agronomic soils report shall be furnished to the
City inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil amendments,
as determined by the City inspector.
3) All street trees are subject to inspection and acceptance by the Engineering Services
Department. Street trees are to be planted per public improvement plans only.
20.Intersection line of sight designs shall be reviewed by the City Engineer for conformance with
adopted policy. On collector or larger streets, lines of sight shall be plotted for all project
intersections, including driveways. Local residential street intersections and commercial or
industrial driveways may have lines of sight plotted as required.
21. All public improvements (interior streets, drainage facilities, community trails, paseos,
landscaped areas, etc.) shown on the plans and/or tentative map shall be constructed to City
Standards. Interior street improvements shall include, but are not limited to, curb and gutter,
AC pavement, drive approaches, sidewalks, street lights, and street trees.
22. Street trees, a minimum of 15-gallon size or larger, shall be installed per City Standards in
accordance with the City's street tree program.
23. The street lights shall be owned by the City. Developer shall be responsible to coordinate and pay
all costs of street lights and to provide power to City owned street lights.
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Printed: 7/7J2019 Page 7 of 16
Project#: SUBTPM19855DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. -
Engineering Services Department
Please be advised of the following Special Conditions
24. "Per Resolution No. 87-96:
All developments, except those contained in section 7, and others specifically waived by the
Planning Commission, shall be responsible for undergrounding all existing overhead utility lines
including the removal the related supporting poles adjacent to and within the limits of a development
as follows:
1. Lines on the project side of the street.
a. Said lines shall be undergrounded at the developers expense.
b. In those circumstances where the Planning Commission decides that undergrounding is
impractical at present for such reasons as short length of undergrounding (less than 300 feet and
not undergrounded adjacent), a heavy concentration of services to other users, disruption to existing
improvements, etc., the Developer shall pay an in -lieu fee for the full amount per Section 6.
c. The developer shall be eligible for reimbursement of one-half the cost of undergrounding.
from future developments as they occur on opposite sides of the street.
2. Lines on the opposite of the street from the project: The Developer shall pay a fee to the City for
one-half the amount per Section 6.
3. Lines on both sides of the street: The Developer shall comply with Section 1 above and be
eligible for reimbursement or pay additional fees so that he bears a total expense equivalent to
one-half the total cost of undergrounding the lines on both sides of the street."
25. Public storm drain easements shall be graded to convey overflows in the event of a blockage in a
sump catch basin on the public street, and provisions made to pass through walls.
26. Trees are prohibited within 5 feet of the outside diameter of any public storm drain pipe
measured from the outer edge of a mature tree trunk.
27. The existing septic system serving the existing house shall be removed to the satisfaction of the
project soils engineer. The existing house shall be connected to the existing public sewer main in
Hillside Avenue. Removal of the existing septic system shall be shown on the grading plans. Prior to
the issuance of a grading permit, the applicant shall provide a reference copy to the City Engineer or
his designee of the sewer permit submitted to the Building Official.
28. Prior to issuance of a grading permit the precise grading and drainage plan shall follow the
format provided in the City of Rancho Cucamonga handout "Information for Grading Plans and
Permit".
Building and Safety Services Department
Please be advised of the following Special Conditions
1. When the Entitlement Review is approved submit complete construction drawings including
structural calculations, energy calculations and soils report Building and Safety for plan review in
accordance with the current edition of the CA Residential Building Codes including all local
ordinances and standards. The septic system must be submitted separately per the requirements of
the Rancho Cucamonga LAMP requirements. The new structures are required to be equipped with
automatic fire sprinklers per the CRC.
Printed: 7/2/2019 www.CilyofRC.115
Page 8 of 16
Project#: SUBTPM19855DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
Building and Safety Services Department
Grading Section
Please be advised of the following Special Conditions
1. Prior to issuance of a wall permit, a copy of the Grading Special Conditions of Approval shall be
included within the engineered wall plans and calculations.
Standard Conditions of Approval
2. Prior to the issuance of a grading permit the applicant shall provide to the City Engineer for
reference a copy of the separate On -site Wastewater Treatment System (OWTS) plans for
reference with the submittal of the precise grading plan. The separately permitted OWTS shall be
submitted to the Building Official for review and permitting. The OWTS shall meet the requirements
of adopted Local Agency Management Program for On -Site Wastewater Treatment Systems (LAMP
OWTS), effective September 17, 2018 which will allow site specific percolation testing which may
reduce the required seepage pit depth. A copy of the LAMP OWTS is available on the Building and
Safety webpage.
3. Grading of the subject property shall be in accordance with current adopted California Building Code
and/or the California Residential Code, City Grading Standards, and accepted grading practices.
The Grading and Drainage Plan(s) shall be in substantial conformance with the approved
conceptual Grading and Drainage Plan.
4. A soils report shall be prepared by a qualified Engineer licensed by the State of California to perform
such work. Two copies will be provided at grading and drainage plan submittal for review. Plans
shall implement design recommendations per said report.
5. The final Grading and Drainage Plan, appropriate certifications and compaction reports shall be
completed, submitted, and approved by the City Engineer prior to the issuance of building permits.
6. A separate Grading and Drainage Plan check submittal is required for all new construction projects
and for existing buildings where improvements being proposed will generate 50 cubic yards or more
of combined cut and fill. The Grading and Drainage Plan shall be prepared, stamped, and wet
signed by a California licensed Civil Engineer prior to the issuance of a grading or building permit.
7. The applicant shall comply with the City of Rancho Cucamonga Dust Control Measures and place a
dust control sign on the project site prior to the issuance of a grading permit. All dust control sign (s)
shall be located outside of the public right of way.
8. If a Rough Grading and Drainage Plan/Permit are submitted to the City Engineer for review, the
rough grading plan shall be a separate plan submittal and permit from Precise Grading and
Drainage Plan/Permit.
9. Prior to the issuance of a grading permit the applicant shall obtain written permission from the
adjacent property owner(s) to construct wall(s) on property line(s) or provide a detail(s) showing the
perimeter walf(s) to be constructed offset from the property line.
10. The Grading and Drainage Plan shall implement City Standards for on -site construction where
possible, and shall provide details for all work not covered by City Standard Drawings.
www.CltyofRC.us
Printed: 7/2/2019 Page 9 of 16
Project#: SUBTPM19855DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
Grading Section
Standard Conditions of Approval
11. Prior to issuance of a grading permit the grading plan shall show that all manufactured slopes shall
be a minimum 2-foot offset from the public right of way, permitted line, or the adjacent private
property. All slope offsets shall meet the requirements of the current adopted California Building
Code.
12. The applicant shall provide a grading agreement and grading bond for all cut and fill combined
exceeding 5,000 cubic yards prior to issuance of a grading permit. The grading agreement and
bond shall be approved by the City Engineer.
13. The final grading and drainage plan shall show existing topography a minimum of 100-feet beyond
project boundary.
14. Grading Inspections:
a) Prior to the start of grading operations the owner and grading contractor shall request a
pre -grading meeting. The meeting shall be attended by the project owner/representative, the
grading contractor and the Building Inspector to discuss about grading requirements and preventive
measures, etc. If a pre -grading meeting is not held within 24 hours from the start of grading
operations, the grading permit may be subject to suspension by the Building Inspector;
b) The grading contractor shall call into the City of Rancho Cucamonga Building and Safety
Department at least 1 working day in advance to request the following grading inspections prior to
continuing grading operations:
i) The bottom of the over -excavation;
ii) Completion of Rough Grading, prior to issuance of the building permit;
iii) At the completion of Rough Grading, the grading contractor or owner shall submit to the
Engineering Technicians (Engineering Services Front Counter) an original and a copy of the Pad
Certifications to be prepared by and properly wet signed and sealed by the Civil Engineer and Soils
Engineer of Record;
iv) The rough grading certificates and the compaction reports will be reviewed by the Associate
Engineer or a designated person and approved prior to the issuance of a building permit.
15. Prior to issuance of a wall permit, on engineered combination garden/retaining walls along the
property boundary the structural calculations for the wall shall assume a level toe/heel at the
adjacent off -site property (i.e. a manufactured slope is not present). This shall be shown in the
typical sections of the grading and drainage plan.
16. Prior to issuance of a grading or building permit, the permitted grading plan (or architectural site
plan) set shall show in each of the typical sections and the plan view show how the separations
between the building exterior and exterior ground surface meet the requirements of Sections
CBC1804.3/CRC R401.3, CBC2304.11.2.2/CRC R317.1(2) and CBC2512.1.2/CRC R703.6.2.1 of
the current adopted California Building Code/Residential Code.
17. Prior to issuance of a grading permit, the applicant shall obtain a signed and notarized letter from
the adjacent property owner(s) for ALL work proposed on the adjacent property. The letter shall be
scanned and pasted onto the permitted grading plan set. The letter shall show on either the title
sheet or a detail sheet of the grading and drainage plan set.
Printed: 7/2/2019 w .cityofRcros
Page 10 of 16
Project#: SUBTPM19855DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT:
Grading Section
Standard Conditions of Approval
18. The proposed on -site wastewater treatment (i.e. septic) system shall be located in the rear yards for
the two south parcels (Parcels 2 and 3) to allow a future connection to a public sewer main in
Klusman Court/Peach Tree Lane).
19, Prior to approval of the project -specific storm water quality management plan, the applicant shall
submit to the City Engineer, or his designee, a precise grading plan showing the location and
elevations of existing topographical features, and showing the location and proposed elevations of
proposed structures and drainage of the site.
20. Prior to issuance of a grading permit, the grading and drainage plan shall show the following
information in the equestrian trails: — Provide PVC fencing per city standards, provide a 4" thick
decomposed granite (DG) surface, provide a drainage V ditch parallel to the trail, provide a bridge
over the V ditch where necessary for access to corals, and gates to corrals. The equestrian bridges
shall be capable of carrying vehicle loads where necessary. Where the longitudinal slope (s) is S<
5% the cross fall shall be 2%, if S>5% the cross fall may be 4% maximum. Where water bars
required, the spacing for the water bars is: 50' maximum for longitudinal slopes of 4% to 6%, 40'
maximum for longitudinal slopes of 6.1% to 9%, 30' maximum for longitudinal slopes of 9.1% to
12%, 20' maximum for longitudinal slopes greater than 12%. In the equestrian trails water bars shall
also be placed at the top and bottom of the trail where the gradient of the trail changes, i.e. a steep
downhill slope which will cause additional erosion to the trail.
21. A drainage study showing a 100-year, AMC 3 design storm event for on -site drainage shall be
prepared and submitted to the City Engineer for review and approval for on -site storm water
drainage prior to issuance of a grading permit. The report shall contain water surface profile gradient
calculations for all storm drain pipes 12-inches and larger in diameter. All reports shall be wet signed
and sealed by the Engineer of Record. In addition, the project specific drainage study shall provide
inlet calculations showing the proper sizing of the water quality management plan storm water flows
into the proposed structural storm water treatment devices.
22.It shall be the responsibility of the applicant to acquire any required off -site drainage easements
prior to the issuance of a grading permit.
23.It shall be the responsibility of the applicant to acquire any required off -site drainage acceptance
easements(s) from adjacent downstream property owner(s) or discharge flows in a natural condition
(concentrated flows are not accepted) and shall provide the City Engineer a drainage study showing
the proposed flows do not exceed the existing flows prior to the issuance of a grading or building
permit.
24. The site shall be rough graded to eliminate all cross -lot drainage, (except in approved facilities
within easements shown on the Parcel Map). All slopes and retaining walls necessary to
accomplish this shall be installed prior to final map approval.
25. Flow lines steeper than 6 percent could be erosive. The applicant shall provide hard lined gutters
and swales where concentrated flows exceed 3fps, and anywhere that flow lines exceed 10 percent.
This shall be shown on the grading and drainage plan prior to issuance of a grading permit.
Printed: 7/2/2019 w .QtyofRC.us
Page 11 of 16
Project #: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type:
Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT:
Grading Section
Standard Conditions of Approval
26. Prior to issuance of a grading permit and in accordance with Planning Commission Resolution
92-17, if a lot may not directly'drain off -site directly to the street or other acceptable drainage device
(such as a drainage ditch adjacent to an equestrian trail), then: a) drainage may flow from only one
lot onto only one other lot; b) a drainage easement shall be provided over the lot accepting the
drainage; c) the drainage shall be contained within either a concrete/rock lined swale/channel or a
reinforced concrete pipe; and d) the drainage shall be designed with excess capacity to account for
the probable lack of necessary maintenance, therefore, it shall be designed to convey two (2) times
the runoff from a 100-year storm event with the minimum diameter of the pipe being 12-inches.
27. Private sewer, water, and storm drain improvements will be designed per the latest adopted
California Plumbing Code. Private storm drain improvements shall be shown on the grading and
drainage plan.
28. Prior to the issuance of the Certificate of Occupancy or final sign off by the Building Inspector the
engineer of record shall certify the functionality of the storm water quality management plan
(WQMP) storm water treatment devices and best management practices (BMP),
29. Prior to approval of the Water Quality Management Plan (WQMP), the WQMP shall include a copy
of the project Conditions of Approval and any required Codes, Conditions and Restrictions
(CC&R's).
30. Prior to the issuance of a Grading Permit the City of Rancho Cucamonga's "Memorandum of
Agreement of Storm Water Quality Management Plan" shall be submitted for review and approval
by the City Engineer and recorded with the County Recorder's Office.
31. Prior to issuance of a Grading Permit the applicant shall obtain a Waste Discharge Identification
Number (WDID). The WDID number shall also be shown on the WQMP Site and Drainage Plan
document.
32. Reciprocal access easements for all parcels and maintenance agreements ensuring joint
maintenance of all storm water quality structural/treatment best management practices (BMP)
devices, as provided for in the project's Storm Water Quality Management Plan, shall be provided
for by CC&R's or deeds and shall be recorded prior to the issuance a grading permit. Said CC&R's
and/or deeds shall be included in the project site specific Storm Water Quality Management Plan
(WQMP) document prior to approval of the WQMP document and recording of the Memorandum of
Agreement of Storm Water Quality Management Plan.
33. The HOA and/or land owner shall provide an inspection report on a biennial basis for the structural
storm water treatment devices, commonly referred to as BMPs, to the City of Rancho Cucamonga
Environmental Program Manager. The land owner shall maintain on a regular basis as described in
the Storm Water Quality Management Plan prepared for the subject project. All costs associated
with the BMP infiltration basins are the responsibility of the land owner.
34. The HOA and/or land owner shall follow the inspection and maintenance requirements of the
approved project specific Water Quality Management Plan and shall provide a copy of the
inspection reports on a biennial basis to the City of Rancho Cucamonga Environmental Program
Manager.
www.CityofRC.us
Printed: 7/2/21119 Page 12 of 16
Project #: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. -
Grading Section
Standard Conditions of Approval
35. The final project -specific water quality management plan (WQMP) shall include executed
maintenance agreements along with the maintenance guidelines for all proprietary structural storm
water treatment devices (BMP's). In the event the applicant cannot get the proprietary device
maintenance agreements executed prior to issuance of a grading permit, the applicant is required to
submit a letter to be included within the WQMP document, and scanned and pasted onto the Site
and Drainage Plan which states that prior to issuance of a certificate of occupancy with applicant
shall enter into a contract for the maintenance of the proprietary storm water treatment device. If the
proprietary storm water treatment device is part of a residential subdivision, prior to the sale of the
residential lot, the developer shall include maintenance agreement(s) as part of the sale of the
residential lot to the buyer. A copy of the maintenance agreements to be included in the sale of the
property shall be included within the WQMP document. NOTE: This condition of approval will apply
if proprietary storm water structural treatment BMP devices are used.
36. Prior to issuance of a grading permit the Final Project -Specific Water Quality Management Plan
shall include a completed copy of "Worksheet H: Factor of Safety and Design Infiltration Worksheet"
located in Appendix D "Section VII — Infiltration Rate Evaluation Protocol and Factor of Safety
Recommendations, ..." of the San Bernardino County Technical Guidance Document for Water
Quality Management Plans. The infiltration study shall include the Soil Engineer's recommendations
for Appendix D, Table VII.3: Suitability Assessment Related Considerations for Infiltration Facility
Safety Factors".
37. Prior to approval of the final project -specific water quality management plan the applicant shall have
a soils engineer prepare a project -specific infiltration study for the project for the purposes of storm
water quality treatment. The infiltration study and recommendations shall follow the guidelines in the
current adopted "San Bernardino County Technical Guidance Document for Water Quality
Management Plans". NOTE: The conceptual grading and drainage plan along with the preliminary
water quality management plan are showing infiltration basins within compacted fill material. Should
the final design show infiltration basins within the compacted fill area the applicant shall have the
soils engineer perform an infiltration test in the areas of the BMP basins.
38. Prior to the issuance of a certificate of occupancy by the Building Official, or his designee, the civil
engineer of record shall file a Water Quality Management Plan (WQMP) Post Construction Storm
Water Treatment Devices As -Built Certificate with the Environmental Programs Coordinator, City of
Rancho Cucamonga Engineering Services Department.
Printed; 7/2/2019 www.CityofRC.us
Page 13 of 16
Project #: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT:
Gradinq Section
Standard Conditions of Approval
39. Section 1.5.1, Table 1-1 Priority Projects, Category No. 1, of the San Bernardino County Technical
Guidance Document for Water Quality Management Plans reads "All significant re -development
projects — defined as the addition or replacement of 5,000 or more square feet (sq. ft.) of impervious
surface on an already developed site subject to discretionary approval of the permitting jurisdiction.
In addition: Where re -development results in an increase of 50% or more of the impervious surfaces
of a previously existing developed site, the numeric sizing criteria discussed in Section 4 applies to
the entire development.
The project is showing 4,800 square feet of existing impervious area. The project is showing 25,775
square feet of proposed and/or removal and replacement of impervious area. The
proposed/removal/replacement impervious area equals or exceeds 50% of the existing impervious
area, the project is conditioned, prior to the issuance of a grading permit, to prepare a final
project -specific water quality management plan to treat the storm water runoff of the entire
development's impervious area.
Pdnted: 7/2/2019 w .CityofRC.uS
Page 14 of 16
Project It: SUBTPM19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
Grading Section
Standard Conditions of Approval
40. GROUND WATER PROTECTION:
Prior to approval of the final project specific water quality management plan (WQMP), the WQMP
document shall meet the requirements of the State Water Resources Control Board Order No.
R8-2010-0036 (NPDES No. CAS 618036), the San Bernardino County Municipal Separate Storm
Sewers Separation (MS4) Permit reads:
Section XLD(Water Quality Management Plan Requirements).8(Groundwater Protection):
Treatment Control BMPs utilizing infiltration [exclusive of incidental infiltration and BMPs not
designed to primarily function as infiltration devices (such as grassy swales, detention basins,
vegetated buffer strips, constructed wetlands, etc.)] must comply with the following minimum
requirements to protect groundwater:
a. Use of structural infiltration treatment BMPs shall not cause or contribute to an exceedance of
ground water quality objectives.
b. Source control and pollution prevention control BMPs shall be implemented to protect
groundwater quality. The need for pre-treatment BMPs such as sedimentation or filtration should be
evaluated prior to infiltration.
c. Adequate pretreatment of runoff prior to infiltration shall be required in gas stations and large
commercial parking lots. (NOTE: The State Water Quality Control Board defines a large commercial
parking lot as '100,000 sq. ft. or more of commercial development to include parking lot (with 100 or
more vehicle traffics), OR, by means of 5,000sgft or more of allowable space designated for parking
purposes').
d. Unless adequate pre-treatment of runoff is provided prior to infiltration structural infiltration
treatment BMPs must not be used for areas of industrial or light industrial activity{77), areas subject
to high vehicular traffic (25,000 or more daily traffic); car washes; fleet storage areas; nurseries; or
any other high threat to water quality land uses or activities.
e. Class V injection wells or dry wells must not be placed in areas subject to vehicular(78) repair or
maintenance activities(79), such as an auto body repair shop, automotive repair shop, new and
used car dealership, specialty repair shop (e.g., transmission and muffler repair shop) or any facility
that does any vehicular repair work.
f. Structural infiltration BMP treatment shall not be used at sites that are known to have soil and
groundwater contamination.
g. Structural infiltration treatment BMPs shall be located at least 100 feet horizontally from any
water supply wells.
h. The vertical distance from the bottom of any infiltration structural treatment BMP to the historic
high groundwater mark shall be at least 10-feet. Where the groundwater basins do not support
beneficial uses, this vertical distance criteria may be reduced, provided groundwater quality is
maintained.
i. Structural infiltration treatment BMPs shall not cause a nuisance or pollution as defined in Water
Code Section 13050.
The final project -specific water quality management plan shall address items b, h, and i above.
Printed: 7/2/2019 �.CityofRC.us
Page 15 of 16
Project#: SUBTPM 19855 DRC2018-00934
Project Name: Grandma Issak Subdivision
Location: 9611 HILLSIDE RD - 106157101-0000
Project Type: Tentative Parcel Map Minor Exception
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
Gradinq Section
Standard Conditions of Approval
41. DESIGN ISSUE; The average high ground water level for the subject property is 35-feet below the
surface of the ground. Therefore prior to the issuance of any building permit, the applicant shall
provide as a project condition of approval a separate On -Site Wastewater Treatment System
(OWTS), i.e. a septic plan, showing the maximum depth of any proposed seepage pits to be 10-feet
above the average high ground water level (or 25-feet below the existing ground surface). Note: the
proposed project is lowering the existing ground level approximately 4-feet in the locations of the
proposed seepage pits. With the average inlet depth into the pits of 4-feet below grade the usable
seepage pit depth is 25-feet to ground water minus 4-feet of lowered grade minus 4-feet inlet pipe
minus 10-feet pit above ground water) is 17-feet. For the house as proposed with approximately 5 to
6 bedrooms a 1,500 gallon septic tank is required. Assuming the pits are 7-feet in diameter with a
necessary pit depth of 42-feet, four (4) seepage pits will be required using the City of Rancho
Cucamonga standard design criteria. NOTE: The City of Rancho Cucamonga has adopted a Local
Agency Management Program for On -Site Wastewater Treatment Systems (LAMP OWTS),
effective September 17, 2018 which will requires site specific percolation testing after rough grading
for residential subdivisions. A copy of the LAMP OWTS is available on the Building and Safety
webpage.
42. The two parcels fronting Hillside Avenue shall have a sewer lateral connection to the public
sewer in Hillside Avenue. In the event that the lot is too low for a gravity sewer, a sewage pump
system shall be installed. As the Cucamonga Valley Water District will not support a public sewer lift
station, the two southerly parcels may be constructed with onsite wastewater
treatment (i.e.) septic systems (OWTS). The OWTS shall be constructed at the southerly side of the
lots to allow for a future sewer lateral connection to a future sewer main in Klusman Court.
www.CityotRC.us
Printed: 7/2/2019 Page 16 of 16