HomeMy WebLinkAbout2016-03-16; Planning Commission; ; CDP 14-06/CUP 15-08 - BUENA OUTFALL FORCE MAIN PHASE III
The City of CARLSBAD Planning Division
A REPORT TO THE PLANNING COMMISSION
Item No.
Application complete date: November 24, 2014
P.C. AGENDA OF: March 16, 2016 Project Planner: Pam Drew
Project Engineers: Steve Bobbett/Mark Biskup
SUBJECT: CDP 14-06/CUP 15-08 – BUENA OUTFALL FORCE MAIN PHASE III – Request for the
adoption of the Findings of the Final Mitigated Negative Declaration (MND), the
Mitigation Monitoring and Reporting Program (MMRP) and Addendum, prepared and
approved by the Buena Sanitation District, as adequate for the Buena Outfall Force Main
Phase III project, and approval of a Coastal Development Permit and a Conditional Use
Permit to allow the construction of a sewer pipeline and appurtenances within the Mello
II Segment of the City’s Coastal Zone on property generally located within the public
rights-of-way located at the northeast corner of the intersection of Palomar Airport Road
and El Camino Real, traversing within the westbound lanes of Palomar Airport Road, and
continuing south on Paseo del Norte for approximately 1,200 feet within Local Facilities
Management Zones 3, 5 and 13. The project is appealable to the California Coastal
Commission per Section 30603(a)(5) of the Public Resources Code of the California
Coastal Act, which states any development which constitutes a major public works project
costing $100,000 or more is appealable to the Commission.
I. RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 7148 ADOPTING the Final
Mitigated Negative Declaration, Mitigation Monitoring and Reporting Program and Addendum prepared
and approved by the Buena Sanitation District as adequate for the Buena Outfall Force Main Phase III
project, and ADOPT Planning Commission Resolution No. 7149 APPROVING Coastal Development Permit
(CDP 14-06) and Conditional Use Permit (CUP 15-08) based on the findings and subject to the conditions
contained therein.
II. BACKGROUND
The Buena Sanitation District (District) is responsible for the collection and delivery of wastewater from
homes and businesses within approximate 10 square miles within the Shadow Ridge area of the City of
Vista, north and south of highway 78, to the Encina Water Pollution Control Plant (EWPCF), located on
Avenida Encinas. These flows are conveyed via the Buena outfall originally constructed in 1964, which
currently collects from two drainage basins. The Buena Creek Pump Station Basin and Raceway Pump
Station Basin wastewater flows are pumped via the Buena Creek and Raceway pump stations through
the Buena outfall force main, which is located within sensitive habitat located to the south of Palomar
Airport Road. These flows are then conveyed via the Buena outfall to treatment at the EWPCF.
The existing Buena outfall does not provide sufficient capacity for implementation of the District’s
approved 2008 Sewer Master Plan Update. A new outfall needs to be constructed to accommodate the
previously approved flows and the City of Carlsbad’s local flow. The District has proposed a new sewer
main to relocate the District’s sewer flows. This proposed project will re-route the existing Buena outfall
and tie into both the existing 30-inch Buena outfall and the 39-inch Vallecitos Water District (VWD) land
outfall, located within Paseo Del Norte right-of-way adjacent to the Motel 6. The District owns capacity
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within the 39-inch VWD land outfall. A flow control structure will be utilized to direct sewer flow to the
existing 30-inch Buena outfall and/or the 39-inch VWD land outfall. The City of Carlsbad’s local flows
shall remain in the existing Buena outfall. The District is also proposing three above grade odor control
facilities along the project alignment.
The proposed project will provide additional capacity to allow future projected flows from previously
approved and existing land use densities coming from the existing Buena Creek and Raceway lift stations
to be conveyed to the EWPCF. The proposed project is intended to improve and enhance capacity and
non-capacity- related facilities (e.g., odor control facilities) that are necessary to ensure safe and reliable
operation of the existing sewer system. The following objectives have been identified for this project:
Relocate the District’s primary trunk sewer out of environmentally sensitive areas to
minimize potential impacts in case of a spill;
Provide access for regular maintenance activities;
Reduce the potential for sewer overflows;
Make facility improvements on age, material, and condition related infrastructure; and
Restore, maintain, and/or enhance existing sewer service.
III. PROJECT DESCRIPTION
The District is proposing to construct a new Buena outfall. The alignment begins at an existing 24- inch
force main located at the northeast corner of El Camino Real and Palomar Airport Road. The Buena
outfall starts as a pressurized force main then continues west across El Camino Real, parallel to the
existing 18-inch vitrified clay pipe (VCP) Buena outfall sewer, approximately 500 feet southwest to the
north side of Palomar Airport Road. The force main then proceeds within the center westbound lanes
of Palomar Airport Road towards the intersection of Yarrow Drive and Palomar Airport Road. The
alignment continues west for approximately 2,600 feet to a high point before the intersection of Yarrow
and Palomar Airport Road. The total length of 26-inch force main for this section is approximately 2,600
feet. A manhole will be placed where the force main will end and transition into a 30-inch gravity sewer
and continue approximately another 5,600 feet along the center westbound lane of Palomar Airport
Road. At 400 feet east of Palomar Oaks Way, the pipeline will transition to a 24-inch force main sewer
and continue approximately 9,700 feet further west to the intersection of Palomar Airport Road and
Paseo Del Norte. The pipeline will then turn south, transition to a 24-inch gravity sewer main 500 feet
south of the intersection, and proceed within the southbound lanes of Paseo del Norte approximately
800 feet and tie into the existing 30- and 39-inch trunk sewer lines, which flow to the EWPCF located
west of Interstate 5.
The District owns the 30-inch sewer pipeline, which has a capacity of 9.44 million gallons per day (MGDs).
The District also owns 3.75 MGDs of capacity in the 39-inch pipeline owned by Vallecitos Water District.
In order to provide maximum flexibility, the design will include a flow-splitting manhole just upstream of
the tie-in point. The diversion manhole will be equipped with the means to allow flow to be diverted to
one or both of the existing trunk sewer lines.
Although most of the work for the Buena outfall will be confined to City of Carlsbad rights-of-way, three
parcels have been identified, portions of which will have to be obtained either through easement or fee,
for the installation of the pipeline section below Palomar Airport Road via a trenchless method and for
the three above grade odor control facilities. Each of the parcels is described below.
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Parcel 1 – Palomar Airport Road at the intersection with El Camino Real. This parcel is located at the
northwest corner of the intersection. This right-of-way is required to provide a site for the directional
drilling that will be required to cross from the junction of the existing force main and the new force main
to the north side of Palomar Airport Road.
Parcel 2 – Palomar Airport Road east of Yarrow Drive. This parcel lies on the north side of Palomar Airport
Road and approximately 650 feet east of the intersection of Palomar Airport Road and Yarrow Road. This
site would be used for the construction of a passive odor control facilities (designated as Odor Control
Facility #3 on the project plans).
Parcel 3 – Palomar Airport Road west of Camino Vida Roble. This parcel lies on the north side of Palomar
Airport Road and approximately 1,600 feet west of the intersection of Palomar Airport Road and Camino
Vida Roble. This site would be used for the construction of an active odor control facility (designated as
Odor Control Facility #2 on the project plans).
Parcel 4 – Paseo Del Norte at the Motel 6, located at the southwest corner of the Motel 6 parking lot
adjacent to the trash receptacles. This parcel lies on the west side of Paseo Del Norte. The location of
the odor control facility will not permanently remove any parking spaces from the Motel 6 parking lot.
This site would be used for the construction of an active odor control facility (designated as Odor Control
Facility #1 on the project plans).
Construction Description
Project construction is anticipated to be initiated in late 2016 and will take approximately one year
including project start up, material procurement and close out. The actual pipeline construction will be
a roving operation with a production rate of approximately 300-feet per night. The trenchless activities
which would include installing pipe near the intersection of Palomar Airport Road and El Camino Real will
take approximately three months. The trenchless construction and cut and cover construction would
likely occur concurrently. The project would be built primarily at night generally between the hours of 9
pm to 5 am (Sunday through Thursday) to avoid creating peak hour traffic impacts along this heavily
traveled roadway.
Construction along Paseo Del Norte, near the Motel 6, would occur in the daytime to avoid creating
nighttime noise related impacts to hotel guests. In addition to the pipeline, other proposed ancillary
facilities include three above grade odor control facilities and construction laydown and staging areas.
A combination of cut and cover and trenchless technologies (including micro-tunneling) would be utilized
for this project. The proposed project would be constructed generally from west to east in progressive
300-foot long segments. The pipeline would consist either of High Density Polyethylene (HDPE) or
Polyvinyl Chloride (PVC).
Staging areas for pipes, machinery, materials and tools will be within adjacent traffic lanes which will also
be closed to traffic. Backhoe and similar rubber-tire machinery will be primarily utilized for trenching,
with the spoils temporarily laid directly adjacent to the trench.
Traffic Control
Construction of the project will involve temporary control of traffic through the work activity zone as
normal traffic flow and patterns will be disrupted on the westbound lanes of Palomar Airport Road and
on Paseo Del Norte. This work activity zone will be marked by signs, pavement markings, delineators and
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other devices to provide visibility to the drivers, bicyclists and pedestrians in order to provide a safe and
efficient route through the work zone area. Detour routes will be provided as necessary. The applicant
will prepare, and submit to the Traffic Engineer, a traffic control plan, based on the final design to minimize
disruptions to traffic on the affected streets and intersections during construction.
Nighttime Construction
Noise: Nighttime construction hours will be from 9:00 p.m. to 5:00 a.m. Noise problems are normally
caused by the operation of heavy equipment and specifically by vehicle and machine backup-alarms. The
contractor will install sound walls along the construction site to reduce construction noise. The volume
for the back-up horns on vehicles will be reduced.
Lights: Flood lights will be installed along the construction site for safety and visibility. All lighting will be
facing downward and directed away from adjacent buildings.
Odor Control Facilities
Implementation of the proposed project has the potential for odor generation. Preliminary sizing of the
odor control facilities are based on both turbulence at the connection between the force main and the
gravity system, the flow control structure, flow monitoring structures, and low flow deposition in the
gravity sewer with resulting odors released through the manholes. Several odor control methods were
evaluated to reduce and minimize potential odors from the project. For individual manhole applications,
the District would utilize a combination of manhole seal/bio-filter inserts. The District is also proposing
three above ground odor control facilities in locations within the system where there are areas of system
turbulence and are designed to reduce the potential for odor.
There are two types of odor control systems being installed on the Buena Outfall Force Main Phase III
sewer project. The first type is an active odor control system, which will be installed at Odor Control
Facility #1 and #2. The active odor control system uses a combination of biological and carbon scrubbers.
The biological portion of the system uses bacteria to remove 99% of hydrogen sulfide from the sewer
airstream, while the activated carbon removes residual hydrogen sulfide and organic odors. The active
odor control system also has a fan that forces air from the sewer system into the unit. Since the system
has a fan and controls, power is required at the location. The two active odor control facilities will be
installed with noise reduction features that limit the generated noise level from the fan to approximately
60 decibels (dB) at 10 feet away and 46 dB at 50 feet away which is below City of Carlsbad noise guidance
for motel, hotels, and commercial areas. The two active units proposed adjacent to Palomar Airport Road
will be located in an area with existing noise levels generated by road traffic that will mask the noise. The
active unit near Motel 6 will be located 50-feet from any motel rooms and adjacent to the northbound I-
5 off-ramp at Palomar Airport Road.
The passive odor control system is a much simpler system compared to the active system. This system,
which will be installed at Odor Control Facility #3, does not require power, has no controls or fans, and
uses carbon based media to absorb hydrogen sulfide. The passive odor control system only treats air
that passively flows through the unit. The passive odor control facilities will not produce any noise.
The dimensions of the two active odor control facilities (#1 and #2) are 14 feet wide x 18 feet 8 inches
long x 8 feet 8 inches high. The dimensions of the passive odor control facilities (#3) is 6 feet wide x 12
feet long x 4 feet 8 inches high. The two active odor control facilities will be constructed of concrete
blocks and the structures would be enclosed and painted to blend in with the surrounding areas. The
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material for the outside structure of the passive unit will be a composite enclosure, similar to many utility
enclosures along Palomar Airport Road.
Odor Control Facilities Materials
Odor control facility #1 would be located adjacent to an existing sandstone color block wall that separates
the motel parking lot from northbound I-5 off ramp at Palomar Airport Road. The color of the block walls
will be matched to blend in with the existing sandstone color block wall (see Attachment #5 for material
and color samples).
Odor control facility #2 would be located within an open space easement that is vegetated with shrubs
and trees. The block walls will be matched to blend in with the adjacent vegetation.
Odor control facility #3 would be located within a vegetated area and would be painted to blend in with
the adjacent vegetation.
Outreach
Cooperation with the public is an important aspect of the construction approach on this project. In
addition to the communications the District has already had with surrounding businesses and airport, the
District is hiring a public outreach consultant to begin outreach 4-6 months ahead of planned construction.
The public outreach firm will prepare a communication plan, which will include coordination with the
airport, hotels, medical facilities, and businesses along the alignment prior to construction. The consultant
will notify them of the proposed construction schedule, prepare and distribute public outreach
information and materials, and serve as the District’s main point of contact for questions regarding this
project.
V. ANALYSIS
The project is subject to the following regulations and requirements:
A. Visitor Commercial (VC), Open Space (OS) and Public (P) General Plan Land Use Designations;
B. Commercial Tourist – Qualified Development Overlay (CT-Q) Zone (Carlsbad Municipal Code
[CMC] Chapter 21.29), Open Space (OS) Zone (CMC Chapter 21.33) and Industrial (M) Zone (CMC
Chapter 31.32);
C. Coastal Development Permit Procedures (CMC Chapter 21.201) and the Coastal Resource
Protection Overlay Zone (CMC Chapter 21.203);
D. Conditional Use Permit (CMC Chapter 21.42);
E. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP); and
F. Growth Management (CMC Chapter 21.90).
The recommendation for approval of this project was developed by analyzing the project’s consistency
with the applicable city regulations and policies. The project’s compliance with each of the above
regulations is discussed in detail in the sections below.
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A. General Plan Land Use Designation
The project is located in the Visitor Commercial (VC), Open Space (OS) and Public (P) Land Use designations
and within street rights-of-way. The corresponding Commercial Tourist – Qualified Development Overlay
(CT-Q), Open Space (OS) and Industrial (M) zones allow public infrastructure as a permitted use subject to
the approval of a Conditional Use Permit (CUP). Furthermore, the property with an OS easement, located
on the north side of Palomar Airport Road where Odor Control Facility # 2 is proposed, is within an OS
easement that only allows structures with the issuance of a CUP. The Land Use and Community Design
Element requires that public facilities be provided in the city adequate for the projected population. The
project complies with these provisions by re-routing the sewer line, mostly within the public rights-of-
way, and out of the sensitive habitat, and to provide additional capacity to allow for future projected
flows. Compliance with some of these standards of the General Plan is outlined in Table A below:
TABLE A: GENERAL PLAN COMPLIANCE
ELEMENT STANDARD PROJECT COMPLIANCE?
Land Use and
Community Design
Ensure that adequate public
facilities and services are
provided in a timely manner to
preserve the quality of life of
residents (Growth
Management Goal 2-G.21).
The existing Buena outfall does
not provide sufficient capacity
for implementation of the
District’s approved 2008 Sewer
Master Plan Update. A new
outfall needs to be constructed
to accommodate the projected
flows of the District and City of
Carlsbad.
Yes
Open Space,
Conservation, and
Recreation
Promote the protection of
Carlsbad’s creeks, lagoons,
ocean and other natural water
bodies from pollution (Water
Quality Goal 4-G-14).
Currently the District shares
the sewer main, located within
sensitive habitat, with CMWD
and Vallecitos Water District.
By rerouting the District’s
sewer flows out of
environmentally sensitive areas
potential impacts to habitat
will be minimized in case of a
sewage spill.
Yes
B. Title 21 (Zoning)
The project has zoning designations of Commercial Tourist-Qualified Development Overlay (CT-Q), Open
Space (O-S), Industrial (M) and public rights-of-way, which permit public utility facilities with the issuance
of a CUP.
C. Conformance with the Coastal Development Permit Procedures (CMC Chapter 21.201) and the
Coastal Resource Protection Overlay Zone (CMC Chapter 21. 203).
The portion of the project site west of Palomar Oaks Way is located within the Mello II Segment of the
Local Coastal Program, and therefore requires a Coastal Development Permit. This portion of the project
site is also subject to the Coastal Resource Protection Overlay Zone, which implements the California
Coastal Act and is applicable to all properties located in the coastal zone. The project’s compliance with
each of these programs and ordinances is discussed below:
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1. Mello II Segment of the Certified Local Coastal Program and all applicable policies.
TABLE B: COASTAL DEVELOPMENT COMPLIANCE
LCP Land Use Plan Travel/Recreation Commercial (TR), Open Space (OS),
Governmental Facilities (G) and public rights-of-way.
General Plan Visitor Commercial (VC), Open Space (OS), Public (P) and
public rights-of-way.
Zoning Commercial Tourist-Qualified Development Overlay (CT-Q),
Open Space (OS), Industrial (M) and public rights-of-way.
Grading Permit Required No
Hillside Development Permit Required No
Native Vegetation Impacts None
STANDARD REQUIRED/ALLOWED PROPOSED
Front Yard Setback N/A N/A
Side/Rear Yard Setback N/A N/A
Max Building Height
25 feet (OS)
35 feet (CT-Q)
35 feet (M)
8 feet 8 inches
8 feet 8 inches
N/A
Lot Coverage N/A N/A
The project consists of the construction of a sewer pipeline and appurtenances on property generally
located within the public rights-of-way. The project will not obstruct views of the coastline as seen from
public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone as the
pipeline will be underground and the tallest structure will be 8 feet 8 inches high.
The proposed development is in conformance with the Certified Local Coastal Program and all applicable
policies in that in that the proposed project is consistent with, or otherwise implements, the following
Mello II LCP policies:
a. Carlsbad LCP Mello II Policy 3-4 Grading and Landscaping Requirements. The project complies
because most of the work will be within the public rights-of-way and will be repaved to eliminate
the possibility of erosion. Furthermore, standard design features and construction measures will
be incorporated in the project and will include compliance with the Construction General Permit
which requires the development and implementation of a Storm Water Pollution Protection Plan
(SWPPP) as well as implementation of BMPs.
b. Carlsbad LCP Mello II Policy 4-3 Accelerated Soil Erosion. The project complies because no portion
of the project is being developed on steep slopes as identified in the LCP. The project also
complies because the project will incorporate BMPs and submit a SWPPP to insure proper storm
water quality measures during construction such as installation of gravel bags, silt fences, straw
wattles, equipment drip pans, ‘porta-potty’ containment pans, trash cans etc.
c. Carlsbad LCP Mello II Policy 4-4 Removal of Natural Vegetation. The project complies because it
will not remove any natural vegetation.
d. Carlsbad LCP Mello II Policy 4-5 Soil Erosion Control Practices and Policy 4-6 Sediment Control
Practices. The project complies because onsite erosion will be avoided and sediment controlled
through the use of silt fences, sandbags and straw mulch rolls being placed around excavated
trench spoils during the construction period. Furthermore, all storm drains and natural drainages
situated downstream from the construction will be protected by linear sediment barriers or
similar erosion control devices.
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The proposal is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act
in that the proposed sewer pipeline will been installed underground and, therefore, will not impact public
access opportunities nor recreational resources. The three above grade odor control facilities are small
in size, with the two largest being 8 feet 8 inches high, and approximately 263 square feet in size and will
not obstruct views of the coastline as seen from public lands or the public right-of-way; therefore, the
visual beauty of the coastal zone will not diminish, nor will there be any impacts to coastal resources or
public access. No agricultural uses currently exist on the site; however, agricultural uses are located
adjacent to it. The project will not impact agricultural uses as most of the work will be completed at night.
The project is not located in an area of known geologic instability.
2. Coastal Resource Protection Overlay Zone
The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC
Chapter 21.203) in that the project will adhere to the City's Master Drainage Plan, Grading Ordinance,
Storm Water Ordinance, Standard Urban Storm Water Mitigation Plan (SUSMP) and Jurisdictional Runoff
Management Program (JRMP) to avoid increased urban runoff, pollutants, and soil erosion. No steep
slopes or native vegetation is located on the subject properties and the sites are not located in areas prone
to landslides, or susceptible to accelerated erosion, floods, or liquefaction.
D. Conditional Use Permit Regulations
The sewer pipeline and appurtenances proposed on the lots zoned Open Space (O-S), Commercial Tourist-
Qualified Development Overlay (CT-Q) and Industrial (M) are allowed subject to the approval of a CUP.
Chapter 21.42 of the Carlsbad Municipal Code requires that four findings be made in order to approve a
conditional use permit. All of these findings can be made for this project as discussed below:
1. That the requested use is necessary or desirable for the development of the community, and is in
harmony with the various elements and objectives of the general plan, including, if applicable, the
certified local coastal program, specific plan or master plan, in that the proposed sewer main and
appurtenances are needed to ensure adequate provision of sewer service into the future and
will protect the quality of the sensitive habitat in the area by relocating the sewer line into the
public right-of-way and out of the habitat preserve.
2. That the requested use is not detrimental to existing uses or to uses specifically permitted in the
zone in which the proposed use is to be located, in that the existing sewer line is located within
a habitat preserve and has been in operation in the area for the past 50 years and has not been
detrimental to the existing uses or uses specifically permitted in the zone. The sewer main is
below grade and will not impact any of the surrounding uses. The three above grade odor
control facilities are sited and treated to blend in with the surrounding area and will not
interfere with existing uses.
3. That the site for the proposed conditional use is adequate in size and shape to accommodate the
yards, setbacks, walls, fences, parking, loading facilities, buffer areas, landscaping and other
development features prescribed in this code and required by the City Planner, planning
commission or city council, in order to integrate the use with other uses in the neighborhood, in
that the proposed sewer main and appurtenances are proposed in the public rights-of-way,
Commercial–Tourist–Qualified Development Overlay (C-T-Q) zone and Open Space (O-S) zone,
which contains only one specific development standard, a 25-foot (O-S) and a 35-foot (C-T-Q)
maximum building height. The tallest of the above-grade structures will be no more than 8 feet
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8 inches, and the remaining structures will be below grade. Furthermore, project components
located within the Industrial (M) zone will be below grade and therefore will not impact other
uses in the in the area.
4. That the street system serving the proposed use is adequate to properly handle all traffic
generated by the proposed use, in that the project will require service by one maintenance
vehicle once every three months.
E. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP)
The project is consistent with the McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) as
amended December 1, 2011 in that the project is consistent with the applicable goals and policies of the
city’s General Plan. The project will be located in the public rights-of-way, Commercial–Tourist–
Qualified Development Overlay (C-T-Q) zone, Industrial (M) zone and Open Space (O-S) zone, which
allows the construction of public facilities and structures subject to the approval of a CUP.
The project also is consistent with the Federal Aviation Regulations (FAR) Part 77 Guidelines, which
determines if structures will affect navigable airspace. The tallest permanent structure would be the odor
control facilities at 8-feet 8-inches; however, the temporary construction equipment would need a Part
77 determination. A Part 77 form was completed for the construction equipment. The FAA made a
Determination of “No Hazard to Air Navigation” (Aeronautical Study No. 2014-AWP-5756-OE dated
October 6, 2014); however, the determination expired on April 6, 2015. A new determination will need to
be made prior to the start of construction.
F. Growth Management
The sewer piping alignment and odor control facilities are located within Zones 3, 5 and 13 of Local
Facilities Management Plans (LFMPs). The zone plans identified above implements the Citywide Facilities
and Improvements Plan and were adopted to ensure that growth occurred in concert with public facilities
and service systems.
The sewer pipeline and appurtenances will provide additional sewer capacity to allow future projected
flows from previously approved and existing land use densities consistent with the city’s Growth
Management Plan. The proposed project is intended to improve and enhance capacity and non-capacity-
related facilities (e.g., odor control facilities) that are necessary to ensure safe and reliable operation of
the existing sewer system.
Furthermore, project operations will not result in any increased traffic and will thus not result in any
substantial deterioration of the public roadway system, nor generate a need for other governmental
services, such as emergency services. The sewer main and appurtenances are designed of a size adequate
to convey the future anticipated build-out demand of the service area for the District.
IV. ENVIRONMENTAL REVIEW
In its capacity as lead agency under the California Environmental Quality Act (CEQA), the Buena Sanitation
District conducted an environmental impact assessment to determine if the project could have a
potentially significant effect on the environment. The 30-day public review period was from April 9, 2014
to May 9, 2014. The District concluded that although the proposed project could have a significant effect
on the environment, there will not be any significant effects in this case because mitigation measures
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have been identified and incorporated into the project and will be implemented by the District. Therefore,
the project would not have a significant effect on the environment. The Final Mitigated Negative
Declaration (MND 5-914), dated September 2014, was adopted by the District at its September 24, 2014
Board meeting (Resolution No. 2014-20).
Since the 30-day public review of the draft MND, the Buena Sanitation Districted has conducted additional
engineering studies on the project, resulting in minor changes to the project. The project changes include:
The IS/MND states on page 1-5 that the existing Buena Outfall is located 650 feet southwest to
the north side of Palomar Airport Road. The final design notes the correct reference should be
500 feet southwest to the north side of Palomar Airport Road.
The IS/MND states on page 1-6 that the force main in the vicinity of Yarrow Road and Palomar
Airport Road will be a 24-inch diameter pipeline; however the final design indicates this pipeline
segment will be 26 inches in diameter.
The IS/MND states on page 1-6 that the force main in the vicinity of Yarrow Road and Palomar
Airport Road will be 3,250 feet; however the final design indicates this segment will be 2,600 feet
in length.
The IS/MND states on page 1-6 that this segment of pipeline will transition to a 24-inch diameter
gravity sewer line. Based upon the final design, the pipeline will tie into a 30-inch diameter gravity
sewer line.
The IS/MND states on page 1-6 that the gravity sewer line will continue another 5,500 feet in the
westbound lanes of Palomar Airport Road; however, final design indicates this segment of
pipeline is 5,600 feet in length.
The IS/MND states on page 1-6 that gravity sewer line will transition back to an 18-inch force
main. Final design confirms this will be a 24-inch force main.
The IS/MND states on page 1-6 that the force main will continue approximately 10,000 feet
further west to the intersection of Palomar Airport Road and Paseo Del Norte. Final design
indicates that the actual length of pipeline will be 9,700 feet.
The IS/MND states on page 1-6 that the terminus of the Buena outfall will tie into the existing 30-
inch and 48-inch truck sewer lines. Final design confirms that the existing trunk lines are 30-inches
and 39-inches in diameter.
The IS/MND states on page 1-6 that the District owns capacity within the 30-inch sewer pipeline
which consists of up to 10.75 million gallon per day (MGD). Final design indicates that the District
owns capacity of up to 9.44 MGD.
The IS/MND states on page 1-6 that the District owns 3.75 MGD of capacity in the 48-inch pipeline.
Final design confirms that the pipeline diameter is actually 39 inches.
CDP 14-06/CUP 15-08 – BUENA OUTFALL FORCE MAIN PHASE III
March 16, 2016
Page 11
The minor changes to the EIA Part II do not require recirculation of the Mitigated Negative Declaration
since the changes are consistent with the description of “new information” in CEQA Section 15073.5(c)(4),
which states recirculation is not required if “new information is added to the negative declaration which
merely clarifies, amplifies, or makes insignificant modifications to the negative declaration.”
The Planning Commission has reviewed, analyzed and considered the MND and Addendum and has
determined that the MND prepared and adopted by the Buena Sanitation District has been prepared in
accordance with requirements of CEQA that there is no substantial evidence the project will have a
significant effect on the environment and has determined that the MND is adequate for use by the City of
Carlsbad as a responsible agency.
ATTACHMENTS:
1. Planning Commission Resolution No. 7148 (MND)
2. Planning Commission Resolution No. 7149 (CDP & CUP)
3. Location Map
4. Disclosure Form
5. Material and Color Samples for the Active Odor Control Facilities
6. Reduced Exhibits
7. 11” x 17” Exhibits “A” – “MM” dated March 16, 2016
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(._City of
Carlsbad
DISCLOSURE STATEMENT
P-1(A)
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
Applicant's statement or disclosure of certain ownership interests on all applications which will
require discretionary action on the part of the City Council or any appointed Board, Commission
or Committee.
The following information MUST be disclosed at the time of application submittal. Your project
cannot be reviewed until this information is completed. Please print.
Note:
Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal
organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county,
city municipality, district or other political subdivision or any other group or combination acting as a unit."
Agents may sign this document; however, the legal name and entity of the applicant and property owner
must be provided below.
1. APPLICANT (Not the applicant's agent)
Provide the COMPLETE, LEGAL names and addresses of ALL persons having a
financial interest in the application. If the applicant includes a corporation or partnership,
include the names, titles, addresses of all individuals owning more than 1 0% of the
shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE
INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned
corporation, include the names, titles, and addresses of the corporate officers. (A
separate page may be attached if necessary.)
Person Corp/Part~-----------
Title __________ _ Title. ____________ _
Address. _________ _ Address. ____________ _
2. OWNER (Not the owner's agent)
P-1(A)
Provide the COMPLETE, LEGAL names and addresses of ALL persons having any
ownership interest in the property involved. Also, provide the nature of the legal
ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the
ownership includes a corporation or partnership, include the names, titles, addresses of
all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE
THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE
SPACE BELOW. If a publicly-owned corporation, include the names, titles, and
addresses of the corporate officers. (A separate page may be attached if necessary.)
Person Peter Drinkwater Corp/Part. ___________ _
Title Director of Airports, Department of Public Works Title _____________ _
Address 1960 Joe Crosson Dr. Address ____________ _
El Cajon, CA 92020
Page 1 of 2 Revised 07/10
Additional Page to Question 4
County Airports has two leases with the City of Carlsbad, as follow:
1-Palomar Transfer Station, County Contract Number: 71987R
2-City of Carlsbad Hiring Center, County Contract Number: PA-SL-101
County of San Diego may have additional agreements with City of Carlsbad.
(City of
Carlsbad
DISCLOSURE STATEMENT
P-1{A)
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
Applicant's statement or disclosure of certain ownership interests on all applications which will
require discretionary action on the part of the City Council or any appointed Board, Commission
or Committee.
The following information MUST be disclosed at the time of application submittal. Your project
cannot be reviewed until this information is completed. Please print.
Note:
Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal
organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county,
city municipality, district or other political subdivision or any other group or combination acting as a unit."
Agents may sign this document; however, the legal name and entity of the applicant and property owner
must be provided below.
1. APPLICANT (Not the applicant's agent)
Provide the COMPLETE, LEGAL names and addresses of All persons having a
financial interest in the application. If the applicant includes a corporation or partnership,
include the names, titles, addresses of all individuals owning more than 10% of the
shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE
INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned
corporation, include the names, titles, and addresses of the corporate officers. (A
separate page may be attached if necessary.)
Person Pa.-ra..~J,C.. :So"'"'~!?'\ Corp/Part. __________ _
Title kl't'tf ffiA.Y\tA.~--Title ___________ _
Address ~00 Ga t''-lt.,r.ec. f~~~,IJfit Address ___________ _
2. OWNER (Not the owner's agent)
P-1(A)
Provide the COMPLETE, LEGAL names and addresses of All persons having any
ownership interest in the property involved. Also, provide the nature of the legal
ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the
ownership includes a corporation or partnership, include the names, titles, addresses of
all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE
THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE
SPACE BELOW. If a publicly-owned corporation , include the names, titles, and
addresses of the corporate officers. (A separate page may be attached if necessary.)
Person __________ _ Corp/Part ___________ _
Title ___________ _ Title ______________ _
Address __________ _ Address ____________ _
Page 1 of 2 Revised 07/10
1.2.3.4.5.6.7.8.9.10.11.12.13.CONTRACTOR'S NOTES :DECLARATION OF RESPONSIBLE CHARGEGENERAL NOTESIMPROVEMENT PLANS FOR:TOPOGRAPHY SOURCEAGURRE AND ASSOCIATESTOPO SOURCE METHOD (I.E. ALTA, PHOTOGRAMMETRY, ETC.)TOPO SOURCE DATE : MARCH, 1 2013 UNDERGROUND SERVICE ALERT 811 SAN DIEGO GAS & ELECTRIC (EMERGENCY) (800) 411-7343 ATT (EMERGENCY) (DIAL) 611 CARLSBAD MUNICIPAL WATER DISTRICT (EMERGENCY) (760) 438-2722 COX CABLE (EMERGENCY) (760) 599-6063 ADELPHIA COMMUNICATIONS (EMERGENCY) (760) 438-7741 CITY OF VISTA (COV) (MAIN NUMBER) (760) 726-1340 (COV) (ENG. DEPT. DIRECT LINE) (760) 639-6111"AS-BUILT" DRAWING(S) SHALL BE SUBMITTED BY THE ENGINEER OF WORK AND APPROVED BY THE CITY ENGINEER PRIOR TO THE ACCEPTANCE OF THE IMPROVEMENTS. THE FOLLOWING NOTES ARE INTENDED TO PROVIDE INSTRUCTION TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES WITHIN A 30 DAY SCHEDULE PRIOR TO CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF WORK. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES AND POTHOLE CROSSINGUTILITIES AND REPORT FINDINGS TO ENGINEER AT LEAST 14 DAYS PRIOR TO EXCAVATION TO WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILSENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRADE. CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ALL EXISTING FACILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS, INCLUDING TRAFFIC LOOP DETECTORS. CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING INCLUDING IRRIGATION PIPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS. UNDERGROUND SERVICE ALERTSECTION 4216 & 4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICAITON NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE @ 811 TWO (2) WORKING DAYS BEFORE YOU DIG.WEB ADDRESS: WWW.DIGALERT.ORGNVICINITY MAPCITY OF CARLSBADACCEPTEDBUENA OUTFALL FORCEMAIN PHASE IIIUTILITIES ENGINEERING MANAGERVALLECITOS WATER DISTCONFLICT CHECKBUENA OUTFALL FORCEMAIN PHASE IIIDEP ENGINEERREG COLLEGE BLVDEL CAMINO REALYARROW DRCAMINOVIDAROBLE
HIDDEN VALLEYPASEODELNORTEMcCLELLAN PALOMAR AIRPORTPALOMAR AIRPORTROAD8265 COMMERCIAL STREET SUITE1LA MESA, CA 91942I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THEPROJECT AS DEFINED IN SECTION 6703 OF THE CALIFORNIA BUSINESS ANDPROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENTCITY OF VISTA STANDARDS. I AGREE THAT THE WORK PERFORMED BY MECOMPLIES WITH GENERALLY ACCEPTED STANDARDS AND PRACTICES OF MYTRADE OR PROFESSION. I FURTHER AGREE THAT THE WORK PERFORMEDHEREIN IS IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BYTHE CITY OF VISTA AND THE CITY OF CARLSBAD. I AGREE THAT PLAN CHECK ORREVIEW OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF VISTAAND THE CITY OF CARLSBAD, IN ITS CAPACITY AS A PUBLIC ENTITY FOR THEPLANS PREPARED BY ME, IS CONFINED TO A REVIEW ONLY AND IS NOT ADETERMINATION BY THE CITY OF VISTA AND THE CITY OF CARLSBAD OF THETECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN ANDTHEREFORE DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MYRESPONSIBILITIES FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASEDTHEREON.I AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF VISTA AND THE CITY OFCARLSBAD, ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE ORBODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OROMISSIONS OF THE ENGINEER, ITS AGENTS, OR ITS EMPLOYEES, ACTING WITHIN THECOURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OFTHE WORK PERFORMED BY ME.BUENA OUTFALL FORCEMAINPHASE III (CIP 8131)CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLEAND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSEOF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHERAGREES TO DEFEND, INDEMNIFY AND HOLD AGENCY HARMLESS FROM ANY AND ALLLIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORKON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OFTHE AGENCY.SURVEY INFORMATIONBASIS OF COORDINATES: (NAD83)“THE BASIS OF COORDINATES FOR THIS SURVEY IS THE NORTH AMERICAN DATUMOF 1983 (NAD 83) CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 (CCS83)ZONE 6 (EPOCH 1991.35) BASED LOCALLY UPON THE FOLLOWING CONTROL POINTSPER RECORD OF SURVEY 17271.”STATION NORTHING EASTING#138 1989695.30 6233260.66#97 1992628.34 6250181.59#65 1990055.13 6244077.31GRID BEARING BETWEEN #138 AND #97 = N 80º 09’58” E.VERTICAL CONTROL: (NGVD29)“ELEVATIONS SHOWN HEREON ARE IN TERMS OF THE NORTH GEODETICVERTICAL DATUM OF 1929 (NGVD29) BASED LOCALLY UPON THEFOLLOWING CONTROL POINT PER RECORD OF SURVEY 17271.”BENCH MARK ELEVATIONCP #66 275.08’CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OFINDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALLPROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.14.15.16.17.CONSTRUCTION PERMIT, FROM THE BUENA SANITATION DISTRICT/ CITY OF VISTA AND THECITY OF CARLSBAD, IS REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE WORKSHOWN ON THIS PLAN. THE PERMIT CAN BE OBTAINED AT THE CITY OF VISTA COMMUNITYDEVELOPMENT SERVICES CENTER, 200 CIVIC CENTER DRIVE, VISTA, CA. A PERMIT WILL BEISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK. THE PERMITEE SHALLGIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR APRECONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK.ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. PHONE:(760) 639-6113 FOR INSPECTION. SEE SHEET 2 FOR PERMIT REQUIREMENTS IN THE CITY OFCARLSBAD.1. ALL SEWER IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SAN DIEGO REGIONALSTANDARD DRAWINGS (SDRSD), AND THE CITY OF VISTA STANDARD DRAWINGS (COVSD), ALLAS LAST AMENDED. WHERE CONFLICTS ARISE, THE MORE STRINGENT SHALL PREVAIL.2. THE CONTRACTOR MUST MAINTAIN ONSITE A SANITARY SEWER OVERFLOW PREVENTIONAND RESPONSE (SSOP&R) PLAN. PLAN MUST BE REVIEWED BY THE CITY/DISTRICT ENGINEERBEFORE ANY WORK THAT MAY AFFECT ACTIVE PRIVATE OR PUBLIC SEWER FLOW. SHOULD ASPILL OCCUR, THE CONTRACTOR SHALL CONTAIN THE SEWAGE FROM ENTERING WATERSURFACE AREAS AND IMMEDIATELY CALL THE DISTRICT WASTEWATER DEPARTMENT ANDINSPECTOR FOR INSPECTION, RESPONSE, AND REPORTING:a. CITY OF VISTA/ BUENA SANITATION DISTRICT (7:30 AM TO 3:30 PM) (760) 726-1340b. AMERICAN MESSAGING SERVICE (AFTER WORKING HOURS) (800) 800-94563. THE CONTRACTOR IS LIABLE FOR ANY AND ALL COSTS INCURRED BY THE CITY/DISTRICT FORRESPONSE AND REPORTING, IN ADDITION TO ANY FINES AND PENALTIES THAT MAY APPLY(REF. COV/BSD SSOP&R, RWQCB 96-04).4. CONTRACTOR SHALL OBTAIN A CITY OF CARLSBAD RIGHT-OF-WAY PERMIT FOR ANYEXCAVATION WITHIN RIGHT-OF-WAY.5. CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OFINDUSTRIAL SAFETY (CAL OSHA), IF REQUIRED, FOR ALL TRENCH WORK. COPY OF PERMITSHALL BE SUBMITTED TO THE ENGINEER PRIOR TO START OF WORK.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT 48 HOURS IN ADVANCEOF BEGINNING WORK TO ARRANGE FOR INSPECTION (24-HOUR PHONE: (760-639-6113).7. TRENCHING, PIPE BEDDING, BACKFILL, AND TRENCH WIDTH SHALL BE PER COVSD NO.SWR-11 OR AS SHOWN ON THE PLANS. FILL AREAS MUST BE COMPACTED TO MINIMUM 95PERCENT RELATIVE COMPACTION PRIOR TO PIPE INSTALLATION.8. UNLESS OTHERWISE NOTED AS PREVIOUSLY POTHOLED (PH) ELEVATIONS SHOWN ON THEPROFILE FOR THE EXISTING UTILITIES AS BASED ON A SEARCH OF THE AVAILABLERECORDED INFORMATION ONLY AND ARE SOLELY FOR THE CONTRACTOR'S CONVENIENCE.THE CITY/DISTRICT DOES NOT GUARANTEE THAT IT HAS REVIEWED ALL AVAILABLE DATAPRIOR TO EXCAVATION. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES EITHER SHOWNON THE PLANS OR MARKED IN THE FIELD IN ACCORDANCE WITH THE SPECIFICATIONSSECTION 5-1.9. AFTER COMPLETION OF PIPE LAYING AND THE INSTALLATION OF ALL SEWER STRUCTURES,AND BEFORE PAVING, ALL MAIN LINE SEWERS, PRIVATE SEWER SERVICE LATERALS, ANDSTRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE CITY/DISTRICT ENGINEER OR HISREPRESENTATIVE. THE SEWER MAINS SHALL FIRST BE WAYNE BALLED, MANDRELED, AIRTESTED, AND THEN TELEVISED. MANHOLES SHALL BE VACUUM TESTED IN COMPLIANCE WITHASTM C 1244-93 BEFORE FINAL PAVING OR ACCEPTANCE OF SEWER MAINS, LATERALS, ANDAPPURTENANCES. VIDEO AND REPORT SHALL BE PERFORMED USING NATIONALASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) STANDARDS AT THE EXPENSE OFTHE CONTRACTOR.10. MANHOLE COVERS FOR PRIVATE SEWER SYSTEMS SHALL HAVE "PRIVATE SEWER" CAST INTOTHE LID. PUBLIC COVERS SHALL HAVE "CITY OF VISTA" (OR "BUENA SANITATION DISTRICT")CAST INTO THE LID. MANHOLE COVERS AND RISER RINGS SHALL BE CONSTRUCTED INACCORDANCE WITH COVSD NO. SWR-29 AND SWR-30.11. DETAILED RECORD DRAWINGS SHALL BE MAINTAINED AND UPDATED ON A DAILY BASIS BYTHE CONTRACTOR DURING CONSTRUCTION AND SUBMITTED TO THE ENGINEER OF WORK."AS-BUILT" DRAWINGS SHALL BE SUBMITTED BY THE ENGINEER OF WORK TO THECITY/DISTRICT INSPECTOR PRIOR TO ACCEPTANCE OF THE PUBLIC SEWER SYSTEM. FINALLOCATION AND ELEVATION OF SEWER MAIN, MANHOLES, LATERALS, CLEANOUTS AND OTHERUTILITIES SHALL BE SHOWN ON THE RECORD DRAWING AND THE "AS-BUILT" DRAWINGS.12. ENTRY TO MANHOLES IS PERMIT-REQUIRED CONFINED SPACE ENTRY (REF. SEC. 5156, 5157,AND 5158 OF CALIFORNIA OSHA TITLE 8 CCR GISO). SAID PERMIT AND PLAN MUST BE ISSUEDBEFORE EACH ENTRY, MAINTAINED ONSITE AND PRESENTED TO CITY/DISTRICT ENGINEERUPON REQUEST. NON-COMPLIANCE MAY RESULT IN DEATH, FINES, OR IMPRISONMENT.13. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THEDIRECT PRESENCE OF THE DISTRICT INSPECTOR.SEWER NOTESPROJECTLOCATION (COV) AFTER HOURS EMERGENCY DISPATCH FOR SEWER SPILLS (EMERGENCY) (858) 756-3006 PROJECTLOCATION767676759479797979787867747474371151585CARLSBADOCEANSIDESAN JUAN CAPISTRANOIMPERIAL BEACHCHULA VISTASPRING VALLEYLA MESAPOWAYRAMONAESCONDIDOVISTAJULIANTEMECULALOCATION MAPSAN DIEGO CITY OF CARLSBAD (COC) (STREETS / SD) (760) 434-2980 CITY OF CARLSBAD (COC) (SEWER / WATER) (760) 438-2722DECEMBER 201518.CONTRACTOR MUST COMPLY WITH THE PROJECT'S MITIGATION MONITORING AND REPORTINGPROGRAM (MMRP).PROTECT THE UTILITY LINES SHOWN HEREON INCLUDING ALL OTHER UTILITY LINES NOTSHOWN.19.ALL CONSTRUCTION RELATED ACTIVITIES AND IMPACTS INCLUDING WORK WITHINCONTRACTOR APPROVED STAGING AREAS SHALL NOT BE WITHIN ANY SENSITIVE HABITAT.TITLE SHEETG-1THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALLUTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCECALL:ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE SAN DIEGO SPECIALSUPPLEMENT TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,2015 EDITION, OR AS OTHERWISE LAST AMENDED.BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
PALOMAR OAKS WAYPALOMAR OAKS WAYPASEO DEL LAGOCAMIN
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4
168.56109.1
8
172.381133.4
2
869.661430.011162.88108.341326.631069.311372.93LINE/CHORDDIRECTION1133.32N27° 22' 30.93"WN19° 43' 18.18"WN12° 04' 05.44"EN1° 45' 51.12"ES87° 49
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2
4
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0
2
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S89° 59' 45.49"EN87° 49
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7
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2
8
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N89° 59' 48.28"ES87° 50
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N80° 56' 46.46"EN69° 43' 43.64"EN84° 20' 47.81"ES81° 02' 08.01"ES79° 40' 23.19"ES78° 20' 25.69"ES63° 14' 33.68"ES48° 08' 41.67"ES68° 06' 00.17"ES88° 03' 18.66"EA VALUEPIPELINE DATANUMBERC10L12L13C11C12L14 C13L15 C14C15 L16C16L17L18C17L19L20RADIUS1421.002029.00500.00500.002029.002029.0
0
1487.1479.32LENGTH1238.450.001539.60410.7818.8874.56 16.391524.2
4
262.72146.27 562.9236.4153.35201.2747.27482.8510.72LINE/CHORDDIRECTIONN66° 58' 38.19"ES41° 43' 58.66"WN42° 00' 35.04"EN47° 48' 34.61"EN54° 41' 28.65"EN55°
4
6
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4
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7
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N57° 36' 15.50"EN63°
2
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N65° 26' 39.28"EN66° 08' 10.45"EN66° 50' 04.50"EN68° 23' 28.08"EN51° 23' 28.02"EN34° 23' 02.20"EN9° 57' 03.39"WA VALUEL2A314.54 N4° 55' 18.40"E
L27L28
L29
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C11
24"GRAVITY SEWER24" FORCEMAIN30"/24" GRAVITY SEWER26" FORCEMAIN24" FMOPEN-CUT TRENCHOPEN-CUTTRENCHOPEN-CUTTRENCHODOR CONTROLSITE #3ODORCONTROL SITE#2ODOR CONTROLSITE #1OPEN-CUT TRENCHTRENCHLESS26" FORCEMAINOPEN-CUT TRENCHCITY OF CARLSBAD NOTESINDEX TO DRAWINGSMH #1MH #2MH #3MH #4MH #5MH #6MH #7MH #8MH #9MH #10MH #11MH #12SHTDWGDESCRIPTIONNREFERENCE DRAWINGSSEE SPECIFICATIONS APPENDIX A FOR FULL REFERENCE.GENERAL NOTESPRELIMINARY TRAFFIC CONTROLSEE SPECIFICATIONS APPENDIX L FOR FULL REFERENCE.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL AND FINALACCEPTANCE OF TRAFFIC CONTROL PLAN.12) A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THEBEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVESRESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING ANDALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THEMEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5)WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGSMUST BE AVAILABLE PRIOR TO SCHEDULING.13) ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION MEETINGWILL BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUESTLINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILLBE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTSMADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.14) THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/ORCONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETYDEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FORCONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTHSTANDARDS, LAWS AND REGULATIONS.15) THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BYSUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNEDAGENCY SHOWING THE DESIGN OF SHORING. BRACING SLOPE OR OTHERPROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OFCAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHESOR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPAREDFOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THECITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THEPLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THECONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODESTHE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THECONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BESUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.16) IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORKZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY ANDTHE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOTRESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROMTHE CITY ENGINEER TO DO SO.17) ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO WHICHIMPACTS TRAFFIC, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OROPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTIONEQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BELIMITED TO THE PERIOD BETWEEN 9:00 P.M. AND 6:00 A.M. EACH DAY, MONDAYTHRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BECONDUCTED ON WEEKENDS OR HOLIDAYS. WORK WHICH HAS NO IMPACT ONTRAFFIC MAY COMMENCE NO EARLIER THAN 6:00 PM. (A LIST OF CITY OFCARLSBAD HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENTCOUNTER.)TITLE SHEETCITY OF CARLSBAD NOTES, KEY MAP AND INDEX TODRAWINGSSEWER, CONST. NOTES LEGEND, SEQ. OF CONST. ANDSIGNING AND STRIPING NOTESGENERAL ABBREVIATIONS, LEGENDS AND SYMBOLSPASEO DEL NORTE BUENA OUTFALL AND VALLECITOSOUTFALL CONNECTIONPASEO DEL NORTE STA 10+00 TO 20+00PASEO DEL NORTE STA 20+00 TO 22+00, PALOMARAIRPORT ROAD STA 22+00 TO STA 30+00PALOMAR AIRPORT ROAD STA 30+00 TO STA 40+00PALOMAR AIRPORT ROAD STA 40+00 TO STA 50+00PALOMAR AIRPORT ROAD STA 50+00 TO STA 60+00PALOMAR AIRPORT ROAD STA 60+00 TO STA 70+00PALOMAR AIRPORT ROAD STA 70+00 TO STA 80+00PALOMAR AIRPORT ROAD STA 80+00 TO STA 90+00PALOMAR AIRPORT ROAD STA 90+00 TO STA 100+00PALOMAR AIRPORT ROAD STA 100+00 TO STA 110+00PALOMAR AIRPORT ROAD STA 110+00 TO STA 120+00PALOMAR AIRPORT ROAD STA 120+00 TO STA 130+00PALOMAR AIRPORT ROAD STA 130+00 TO STA 140+00PALOMAR AIRPORT ROAD STA 140+00 TO STA 150+00PALOMAR AIRPORT ROAD STA 150+00 TO STA 160+00PALOMAR AIRPORT ROAD STA 160+00 TO STA 169+00PALOMAR AIRPORT ROAD STA 169+00 TO STA 179+00PALOMAR AIRPORT ROAD STA 179+00 TO STA 189+00PALOMAR AIRPORT ROAD STA 189+00 TO STA 196+00PALOMAR AIRPORT ROAD STA 196+00 TO STA 201+95CIVIL DETAILSMECHANICAL DETAILSSTRUCTURAL NOTES & ABBREVIATIONSODOR CONTROL YARD & SITE PLANSODOR CONTROL ENCLOSURE FOUNDATION AND ROOFFRAMING PLANODOR CONTROL ENCLOSURE ELEVATION ANDSECTIONSDIVERSION STRUCTURE PLANS AND SECTIONSVALLECITOS AND BUENA OUTFALL CONNECTIONDETAILSSTRUCTURAL STANDARD DETAILS - 1STRUCTURAL STANDARD DETAILS - 2ELECTRICAL NOTES AND ABBREVIATIONSODOR CONTROL SITE #1 ELECTRICAL SITE PLANODOR CONTROL SITE #2 ELECTRICAL SITE PLANSINGLE LINE DIAGRAMS AND PANEL SCHEDULES1) THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITYOF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.2) APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THECARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITYSTANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAYPERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALLREVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.3) CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONSDISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLYSUBMITTED TO THE CITY ENGINEER FOR APPROVAL.4) A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANYWORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATEOF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONALINSURED ON THE PERMITTEE’S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THEPOLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASSV OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.5) NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROMTHE CITY AND OTHER APPROPRIATE AGENCIES.6) REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTSARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENTAGREEMENT.7)NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVALOF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THEAPPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.8) ORIGINAL DRAWING SHALL BECOME THE PROPERTY OF THE CITY UPON BEINGSIGNED BY THE CITY ENGINEER.9) THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BYTHE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THECITY.10)ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BEMAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.11)WHERE TRENCHES ARE WITHIN CITY EASEMENTS. A SOILS REPORT COMPRISEDOF: SUMMARY SHEET (B) LABORATORY WORK SHEETS AND (C) COMPACTIONCURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OFCALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILSMECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERINGINSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THEWRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TOTHE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.18) ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TOTHE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TOBEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENTSTREETS AS A RESULT OF THE GRADING OPERATION.19) NO BLASTING SHALL BE PERMITTED.20) THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIESSHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THEAVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OFOTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATIONDIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR ISREQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THEUTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES ORSTRUCTURES NOT SHOWN.21) THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE WITHIN A 30DAY SCHEDULE AND AT LEAST 14 DAYS AHEAD OF CONSTRUCTIONOPERATIONS TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT ISFOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSEDWORK.22) THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW)AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTIONNEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANYREPRESENTATIVE.UNDERGROUND SERVICE ALERT (800) 422-4133SDG&E (800) 660-7343PACIFIC BELL (800) 892-0123TIME WARNER CABLE (760) 438-7741COX COMMUNICATIONS (760) 806-9809CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980*CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760 )438-2722*SAN DIEGUITO WATER DISTRICT (760) 633-2650*LEUCADIA WASTEWATER DISTRICT (760) 753-0155*VALLECITOS WATER DISTRICT (760) 744-0460*OLIVENHAIN WATER DISTRICT (760) 753-6466*BUENA SANITATION DISTRICT (760) 726-1340*KINDER MORGAN (619) 279-1251123456789101112FLOW DIVERSION STRUCTUREWEST CONNECTION TO:1) BUENA OUTFALL2) VALECITOS OUTFALLEAST CONNECTION AT (E) BUENA OUTFALLFORCEMAINMH #13MH #14MH #15MH #16MH #17MH #18MH #19MH #20MH #21MH #22MH #23MH #24131415161718192021222324MH #25MH #26MH #27MH #28MH #29MH #30MH #31MH #32MH #33MH #34252627282930313233343536KEY MAP DWG INDEX1231313456789101112131415161718192020A21222324252627282930313233CITY OF CARLSBAD NOTESKEY MAP AND INDEX TO DRAWINGSG-2MH NO. V1-V3MH NO. B1-B3223536341234567G-1G-2G-3G-4C-1C-2C-333343536373839C-4C-5C-6C-7C-8C-9C-10C-11C-12C-13C-14C-15C-16C-17C-18C-19C-20C-21C-22C-23S-1S-2S-389S-6S-7S-8E-1E-2E-3E-43132S-4S-5101112132627282930202122232425141516171819BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
SCALE:1" = 600'KEY MAP LEGEND
CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.INSTALL 30" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.INSTALL 16" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.INSTALL 26" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.INSTALL 8" Ø SCH 80 PVC SEWER PIPELINE W/SOLVENT WELD JOINTS AND ALL REQUIREDFITTINGS.INSTALL 6" Ø SCH 80 PVC SEWER PIPELINE W/SOLVENT WELD JOINTS AND ALL REQUIREDFITTINGS.INSTALL 4" Ø SCH 80 PVC SEWER PIPELINE W/SOLVENT WELD JOINTS AND ALL REQUIREDFITTINGS.INSTALL 4" Ø FUSED HDPE LATERAL. PROVIDEADAPTER COUPLING FOR TRANSITION TO 4" SCH 80PVC PIPELINE.INSTALL 6" Ø FUSED HDPE LATERAL. PROVIDE MJADAPTER COUPLING FOR TRANSITION TO 6" SCH 80PVC PIPELINE.INSTALL SEWER CLEANOUT PER SDRSD SC-01.PROVIDE 6" OR 8" Ø FRAME AND LID PER COV STDDWG SWR-9A OR SWR-9B.INSTALL 8" Ø FLEXIBLE COUPLING AND FLANGEDFRP FA DUCT (EXPOSED). INSTALL RESTRAINEDTRANSITION COUPLING FOR BURIED SCH 80 PVCPIPING PER ALPHA BY ROMAC, OR APPROVEDEQUAL.INSTALL 40" Ø DIAMETER CONTINUOUS WELDEDSTL CASING PIPE WITH 5/8" MIN. WALL THICKNESS.INSTALL BY THE BORE, JACK AND/OR TUNNELMETHOD.NOT USED.INSTALL 3/4" Ø K-COPPER RECYCLED WATERSERVICE CONNECTION WITH NEW 3/4" METER PERCMWD STD DWG NO. W-3. CONTRACTOR SHALLAPPLY FOR NEW CMWD RECYCLED WATERSERVICE.INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.INSTALL 5-FT Ø MANHOLE PER COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.INSTALL 5-FT Ø PRESSURE MANHOLE SHAFT ANDPRESSURE PLATE (36") WITHOUT REDUCER PERSPPWC DETAIL 329-2 (WITHOUT STEPS).INSTALL 5-FT Ø VALLECITOS OUTFALL CONNECTIONMANHOLE PER VWD STD DWG S-1 W/CAST-IN-PLACE BASE.INSTALL 5-FT Ø BUENA OUTFALL CONNECTIONMANHOLE W/ ECCENTRIC CAST-IN-PLACE BASE.INSTALL FLOW DIVERSION STRUCTURE W/ TWODOWNWARD OPENING WEIR GATES. PROVIDE ONECOMPLETE SPARE DUPLICATE SLIDE GATE FOREACH OUTFALL AND DELIVER AS DIRECTED BY THEOWNER.INSTALL INTERNAL VORTEX DROP MANHOLEINSERT FURNISHED BY IPEX USA, OR APPROVEDEQUAL.23456712178181920212291416101113152324INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.PROVIDE 3" Ø SEWAGE COMBINATION AIR VALVE(A.R.I. D-023, OR EQUAL) WITH VENTED MH COVER.SAWCUT, REMOVE AND REPLACE CONCRETE CURBAND GUTTER IN-KIND TO NEAREST CJ PER SDRSDG-2 AND G-11.SAWCUT, REMOVE AND REPLACE CONCRETESIDEWALK IN-KIND TO NEAREST CJ PER SDRSD G-7,G-9 AND G-11.SAWCUT, REMOVE AND REPLACE CONCRETECROSS GUTTER IN-KIND TO NEAREST CJ PERSDRSD G-11, G-12 AND G-13.RESTORE ALL PORTIONS OF IMPACTEDLANDSCAPING, SHRUBBERY & IRRIGATION TOORIGINAL CONDITION, AS ACCEPTED BY CM.INSTALL TRITON FLOWSHARK OPEN CHANNELFLOW METER BY ADS ENVIRONMENTAL.INSTALL I-BOx 5000 2 STAGE ACTIVE ODORCONTROL BIO-REACTOR BY INTEGRITY MUNICIPALSYSTEMS. PROVIDE CMU BLOCK ENCLOSURE ANDSDG&E ELECTRICAL SERVICE METER.INSTALL TWO (2) 100 CFM PASSIVE ODOR CONTROLDRUM SCRUBBERS BY PURAFIL (OR APPROVEDEQUAL) WITH UV INHIBITED HDPE ENCLOSURE.INTERCONNECT TO EXIST BUENA OUTFALLFORCEMAIN INCLUDING SHUTDOWN ANDCONNECTION TO EXIST 24" Ø WYE BRANCHOUTLET. CONTRACTOR SHALL POTHOLE ANDVERIFY LOCATION OF TIE-IN AND 24" x 18" FLGECCENTRIC REDUCER AND 18" BLIND FLG PLUGVALVE PER EXIST RECORD DWG D-3630. WITHENGINEER PRIOR TO EXCAVATION OF RECEIVINGPIT. CONTRACTOR SHALL REPORT AND CONFIRMEXISTING WYE FITTING, PRESSURE RATING ANDFLG COMPATIBILITY.INSTALL XL-SCRUBBER-7GPM DECHLORINATIONMODULE BY GROWONIX (OR APPROVED EQUAL) W/DOUBLE BASKET STRAINER UPSTREAM OF THEODOR CONTROL BIO-REACTOR RECYCLED WATERSUPPLY INLET.INSTALL 7-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29, AND SWR-30B.INSTALL 2-24" Ø HDPE 45° VERTICAL BEND FITTINGWITH HEAT FUSED JOINTS.PROVIDE 2" Ø SEWAGE COMBINATION AIR VALVE(A.R.1.D-025, OR EQUAL) W/ VENTED MH COVER.INSTALL 8" Ø FUSED HDPE LATERAL. PROVIDE MJADAPTER COUPLING FOR TRANSITION TO 8" SDR 35PVC PIPELINE.PROVIDE VENTED MH COVER INSERTS W/ VENTEDMH COVER & FRAME. PROVIDE FRW INDUSTRIES,INC. PEACEMAKER "INFLOW PROTECTOR INSERTS,"OR EQUAL. LIFTS TO BASKET SHALL BE TYPE 316SST.2" SCH 80 PVC DRAIN/VENT.3" SCH 80 PVC DRAIN.NOT USED.NOT USED.RESURFACE AC PAVEMENT PER COV STD DWGGS-27 AND GS-28.252627282930313233343536373839404541424344CITY OF CARLSBAD NOTES (CONTINUED)SEWER NOTES1. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROMTHE DIVISION OF INDUSTRIAL SAFETY BEFORE ANYEXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OFTHE STATE CONSTRUCTION SAFETY ORDERS.2. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM,A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BESIGNED AND APPROVED BY THE DISTRICT’S ENGINEER ANDSUPERINTENDENT.3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OFWAY, A CITY OF CARLSBAD RIGHT OF WAY PERMIT SHALL BEREQUIRED.4. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBADENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNINGOF CONSTRUCTION. (TELEPHONE NO. 760-438-3891)5. ALL MANHOLE WALLS AND RISER SECTIONS SHALL BE LINED WITHPVC LINING SYSTEM WITH INTEGRAL EMBEDDED LOCKING STUDS,T-LOCK OR APPROVED EQUAL IN ACCORDANCE WITH SSPWC210-2.4.1 AND/OR MFR RECOMMENDATIONS. ALL EXPOSED JOINTSIN LINING SHALL BE PATCHED WITH PVC WELD-STRIPS PER MFRRECOMMENDATION. EXPOSED CONCRETE SHALL NOT BEACCEPTABLE ON MH INTERIOR WALLS.1) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALLSIGNING AND STRIPING.2) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALLCONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (FHWA’S MUTCD 2003 REVISION 1, ASAMENDED FOR USE IN CALIFORNIA), THE CALTRANS STANDARDSPECIFICATIONS (LATEST VERSION), THESE PLANS AND THESPECIAL PROVISIONS.3) ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OFTHE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TOINSTALLATION.4) ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANSSHALL BE APPROVED BY THE CITY ENGINEER OR HISREPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD.5) ALL STRIPING SHALL BE REFLECTIVE PER CALTRANSSPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKSAFTER INITIAL PAINTING.6) ALL SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATIOND4956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING(HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISESPECIFIED. R1-1 “STOP”, R1-2 “YIELD”, R2-1 “SPEED LIMIT” ANDSTREET NAME SIGNS SHALL USE TYPE IX PRISMATICCUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OREQUAL).7) LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ONLOCAL RESIDENTIAL STREETS (SPEED LIMIT OF 25 MPH OR LESS)SHALL BE 4” HIGH CAPITAL LETTERS. LETTERING ONGROUND-MOUNTED STREET NAME SIGNS ON PRIME ARTERIALS,MAJOR ARTERIALS AND SECONDARY ARTERIALS (SPEED LIMITGREATER THAN 40 MPH) SHALL BE 8” HIGH CAPITAL LETTERS.LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAMESIGNS SHALL BE 6” HIGH CAPITAL LETTERS.8) PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALLSTREET STRIPING AND MARKINGS WITHIN A 500’ PERIMETER OFTHE CONSTRUCTION PROJECT WILL BE RESTORED TO A “LIKENEW” CONDITION, IN A MANNER MEETING THE APPROVAL OF THECITY INSPECTOR.9) EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BEAPPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVEPRIOR TO INSTALLATION.10) CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES,MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALLBE PROMPTLY REMOVED BY THE CONTRACTOR.11) ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THECALTRANS STENCILS.12) LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.CROSSWALKS SHALL HAVE 10’ INSIDE DIMENSION UNLESSOTHERWISE SPECIFIED.13) ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWSAND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESSOTHERWISE SPECIFIED.14) FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THECALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARDDRAWING M-19.15) ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THECALIFORNIA MUTCD UNLESS OTHERWISE SPECIFIED.SIGNING AND STRIPING NOTESSIGNING AND STRIPING NOTES (CONT.)SEQUENCE OF CONSTRUCTIONTHE SEQUENCE OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTSOF THE SUBMITTED & APPROVED TRAFFIC CONTROL PLANS.THE PROJECT SHALL FOLLOW A PHASING PLAN APPROVED BY THE ENGINEER.UNLESS OTHERWISE APPROVED, ALL LANES SHALL BE MAINTAINED ON A PAVEDSURFACE AT ALL TIMES DURING CONSTRUCTION. THIS MAY BE ACCOMPLISHEDBY USING EXISTING, NEW, OR TEMPORARY ASPHALT PAVEMENT. TRENCHESSHALL BE COMPLETELY BACKFILLED AND PAVED WITH TEMPORARY ASPHALTPAVEMENT TO COMPLY WITH THE REQUIREMENT OF THE SPECIAL TRAFFICREGULATIONS.THE RIGHT TO DIRECT THE SEQUENCE OF CONSTRUCTION IS A FUNCTIONVESTED SOLELY WITH THE ENGINEER. PRIOR TO COMMENCEMENT OF THEWORK, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER, AWRITTEN PHASING PLAN AND WORK SCHEDULE FOR THE PROJECT. THIS PLANAND WORK SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER AT THEPRECONSTRUCTION CONFERENCE FOR REVIEW AND APPROVAL.UPON APPROVAL, THE PHASING PLAN AND WORK SCHEDULE SHALL NOT BECHANGED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. ORDERLYPROCEDURE OF ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALLBE THE FULL RESPONSIBILITY OF THE CONTRACTOR. THE WORK SCHEDULESHALL INCLUDE THE HOURS PER DAY AND THE DAYS PER WEEK THAT THECONTRACTOR PLANS TO WORK ON THE PROJECT SITE.NIGHT WORK BETWEEN 9:00 P.M. AND 6:00 A.M. WILL BE REQUIRED ON THISPROJECT FOR ALL WORK IMPACTING TRAFFIC.TO AVOID IMPACTS TO ADJACENT OPEN SPACE HABITATS DURINGCONSTRUCTION, OPEN SPACE INTERFACES WILL REQUIRE TEMPORARYORANGE CONSTRUCTION FENCING WHICH CLEARLY DELINEATES THE EDGEOF THE APPROVED LIMITS OF GRADING AND CLEARING ANDENVIRONMENTALLY SENSITIVE AREAS BEYOND. THIS FENCING SHALL BEINSTALLED IN ALL AREAS ADJACENT TO PROTECTED OPEN SPACES, AND ITSHALL BE INSTALLED PRIOR TO CONSTRUCTION, AND MAINTAINED FOR THEDURATION OF CONSTRUCTION ACTIVITY. FENCING SHALL BE INSTALLED IN AMANNER THAT DOES NOT IMPACT HABITATS TO BE AVOIDED. AT LEAST SEVENDAYS PRIOR TO INITIATING PROJECT IMPACTS, THE FINAL PLANS ANDPHOTOGRAPHS FOR INITIAL CLEARING AND GRUBBING OF HABITAT ANDPROJECT CONSTRUCTION SHALL BE SUBMITTED TO THE DISTRICT FORREVIEW AND APPROVAL. THESE FINAL PLANS SHALL INCLUDE PHOTOGRAPHSTHAT SHOW THE FENCED LIMITS OF IMPACT AND ALL AREAS TO BE IMPACTEDOR AVOIDED. IF WORK OCCURS BEYOND THE FENCED OR DEMARCATEDLIMITS OF IMPACT, ALL WORK IN THE AREA SHALL CEASE UNTIL THE PROBLEMHAS BEEN REMEDIED AND MITIGATION IDENTIFIED, TO THE SATISFACTION OFA QUALIFIED BIOLOGICAL MONITOR. TEMPORARY ORANGE CONSTRUCTIONFENCING SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION OF THEPROJECT.SITE CONSTRAINTSIN PAVED AREAS WHERE VEHICLES WILL BE DRIVING OVER TRENCHPLATING,THE PLATES SHALL BE SET TO MATCH FLUSH WITH EXISTINGPAVEMENT ON ALL SIDES. SETTING PLATES ON TOP OF THE PAVEMENTSURFACE AND INSTALLING TEMPORARY ASPHALT RAMPS AROUND THEM WILLNOT BE ALLOWED.TRENCH PLATINGEXISTING UTILITIES ARE SHOWN PER AVAILABLE RECORD DRAWINGS,FIELD-LOCATING INFORMATION AND INFORMATION PROVIDED BY UTILITYOWNERS. HORIZONTAL AND/OR VERTICAL LOCATION MAY VARY FROM THATINDICATED. CONTRACTOR SHALL FIELD-VERIFY ACTUAL LOCATIONSSUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO AVOID PROJECT DELAY.THE CONTRACTOR SHALL NOT BE ALLOWED TO STOCKPILE TRENCHMATERIAL OR STORE ANY EQUIPMENT OTHER THAN THE MAINLINE TRACKHOE WITHIN THE RIGHT-OF-WAY OF PALOMAR AIRPORT ROAD FROM PASEODEL NORTE TO EL CAMINO REAL. THE CONTRACTOR SHALL SECURETEMPORARY 6' CHAIN LINK FENCE AROUND THE TRACK HOE DURINGNON-WORKING HOURS. A MINIMUM OF TWENTY-TWO FEET OF RIGHT-OF-WAYMUST BE MAINTAINED FOR TRAFFIC AT ALL TIMES. TEMPORARY BARRIERSMAY BE USED TO MAINTAIN THE EXISTING TRAFFIC PATTERN OR ASOTHERWISE APPROVED IN THE CONTRACTOR'S SUBMITTED & APPROVEDTRAFFIC CONTROL PLAN.TRENCHING IN RIGHT-OF-WAYNO MORE THAN 300 LINEAR FEET OF OPEN TRENCH SHALL BE ALLOWED ONPALOMAR AIRPORT ROAD AND PASEO DEL NORTE. TRENCHES ACROSSDRIVEWAYS SHALL BE TEMPORARILY PLATED TO MAINTAIN ACCESS. THECOST OF ALL STEEL PLATES SHALL BE CONSIDERED INCIDENTAL TO THEWORK.MAXIMUM OPEN TRENCHPAVEMENT RESURFACINGUNLESS OTHERWISE NOTED, ALL SURFACE IMPROVEMENTS AND RESTORATIONINCLUDING TRENCH RESURFACING (ASPHALT PAVING), SIDEWALKS, CURB ANDGUTTER SHALL BE PER CITY OF CARLSBAD ENGINEERING STANDARDS ANDSTANDARD DRAWINGS.DESIGN NOTES1. TOTAL CDWP FLOW = 4.67 MGD (7.21 CFS)VALLECITOS OUTFALL CDWP FLOW = 1.20 MGD (0.78 CFS)BUENA OUTFALL CDWP FLOW = 3.47 MGD (2.24 CFS)2. TOTAL FWWP FLOW = 10.75 MGD (16.63 CFS)VALLECITOS OUTFALL FWWP FLOW = 3.75 MGD (5.80 CFS)BUENA OUTFALL FWWP FLOW = 7.0 MGD (10.80 CFS)3. DESIGN FLOW VELOCITIES DISPLAYED HEREIN ARE MAXIMUM VALUESBASED ON THE FOLLOWING DESIGN CRITERIA:xN = 0.013 (OPEN CHANNEL FLOW)xPIPE DIAMETERS ARE BASED ON STANDARD INDUSTRY PIPE DIMENSIONSFOR IPS HDPE PE4710 MATERIALS.SEWER, CONST. NOTES LEGEND, SEQ. OF CONST.AND SIGNING AND STRIPPING NOTESG-316) SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBINGWITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARDDRAWING M-45.17) WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTEDUSING A STANDARD CITY OF CARLSBAD APPROVED MOUNTINGBRACKET WITH STRAPS.18) EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BEDELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBADPUBLIC WORKS YARD AT 405 OAK AVE CARLSBAD, CA 92008.19) ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNSPROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPTTHOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BERELOCATED OR TO REMAIN.20) (IF NECESSARY) ALL MEDIAN NOSES AND FLARES SHALL BEPAINTED YELLOW.21) (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKERARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7SIGN SHALL BE 18”X24” AND THE OM1-3 OBJECT MARKER SHALLBE 12”X12”.22) (IF NECESSARY) “STOP” AND “STOP AHEAD” SIGNS ANDPAVEMENT LEGENDS SHALL BE INSTALLED UNTIL TRAFFICSIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE CITYENGINEER OR HIS REPRESENTATIVE.23) (IF NECESSARY) NEW “SIGNAL AHEAD” SIGNS AND PAVEMENTLEGENDS SHALL BE INSTALLED UNTIL TRAFFIC SIGNALS AREOPERATIONAL OR UNTIL DIRECTED BY THE CITY ENGINEER ORHIS REPRESENTATIVE.BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
SWEXISTING SEWER MAINEXISTING WATERLINERIGHT OF WAYEXISTING GAS LINEEXISTING STORM DRAINGSDEXISTING GROUND CONTOUR200LOT LINEEXISTING CURB & GUTTERXXEXISTING FENCEHORIZONTALHIGH DENSITY POLYETHYLENE (PIPE)HORIZONTALHORIZONTAL POINT OF INFLECTIONINSIDE DIAMETER, IDENTIFICATIONINVERT ELEVATIONINCHINVERTIRON PIPE SIZEIRRIGATIONPOUNDLENGTHMATERIALMAXIMUMMANUFACTURERMILLION GALLONS PER DAYMANHOLEMINIMUMMECHANICAL JOINTNEWNORTHNORTH AMERICAN VERTICAL DATUMNATIONAL GEODETIC VERTICAL DATUMNOT APPLICABLENORMALLY CLOSEDNOT IN CONTRACTNUMBERNOT TO SCALEOPENON CENTEROUTSIDE DIAMETEROCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONPOINT OF CURVATUREPORTLAND CEMENT CONCRETEPOLYETHYLENEPENETRATIONPIPELINEPOINT OF CONNECTIONPOINT OF VERTICAL CURVATUREPROPOSEDPOUNDS PER SQUARE INCHPOINT OF TANGENCYPLUG VALVEPOLYVINYL CHLORIDEPOINT OF VERTICAL INTERSECTIONPOINT OF VERTICAL TANGENCYPOWERRADIUSREGISTERED CIVIL ENGINEERREINFORCED CONCRETE PIPERESIDENT ENGINEERREDUCING, REDUCERREDUCING FLANGEREQUIREDRESTRAINED JOINTSRIGHT OF WAYSLOPE, SOUTHSCHEDULESTORM DRAINSTANDARD DIMENSION RATIOSAN DIEGO REGIONAL STD. DRAWINGSHEETSTEEL PIPESPECIFICATIONSQUARESANITARY SEWERSTANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTIONTYPE 316 STAINLESS STEELSTATIONSTANDARDSTEELSTRUCTURALSTORM WATER POLLUTION PREVENTION PLANSTANGENTTEMPERATURETHROUGHTYPICALUNIFORM BUILDING CODEULTRA HIGH MOLECULAR WEIGHT PLASTICUNLESS OTHERWISE NOTEDVENTVARIOUSVITRIFIED CLAY PIPEVISTA IRRIGATION DISTRICTVERTICALVALLECITOS OUTFALLVERTICAL POINT OF INFLECTIONWESTWITHWEIGHTAGGREGATE BASEABANDONED UTILITYABOVEASPHALT CONCRETEASPHALT CONCRETE PAVEMENTAHEADALIGNMENTAPPROXIMATELYAMERICAN PUBLIC WORKS ASSOCIATIONAMERICAN NATIONAL STANDARDS INSTITUTEASSEMBLYAMERICAN SOCIETY FOR TESTING AND MATERIALSAVENUEAMERICAN WATER WORKS ASSOCIATIONBEGINNING OF CURVE, BARE COPPERBACKBEGIN CURB RETURNBLIND FLANGEBENCHMARKBUENA OUTFALLBOTTOM OF PIPEBOTTOMBYPASSBETWEENBEGIN VERTICAL CURVECENTIGRADE, CONDUIT, CLOSECRUSHED AGGREGATE BASECATCH BASINCURRENT DRY WEATHER PEAK (FLOW)CAST IRONCONSTRUCTION JOINTCENTERLINECENTER TO CENTERCURB & GUTTERCONTROLLED LOW STRENGTH MATERIALCLEARCONTROLLED LOW STRENGTH MATERIALCONSTRUCTION MANAGERCEMENT MORTAR LINEDCONCRETE MASONRY UNITCARLSBAD MUNICIPAL WATER DISTRICTCLEANOUT, CONDUIT ONLYCITY OF CARLSBADCONCENTRICCONCRETECITY OF VISTACUBICCUBIC YARDDEPTHDIAMETER, DRAINDUCTILE IRONDIAMETERDUCTILE IRON PIPEDUCTILE IRON PIPE SIZEDETAILDIMENSION RATIODRAWINGEXISTINGEASTEACHEND CURVEECCENTRICEND CURB RETURNELEVATIONELECTRICALELBOWEMBEDMENTEDGE OF PAVEMENTEQUIPMENTEASEMENTEND VERTICAL CURVEEXISTINGFAHRENHEITFOUL AIRFLANGED COUPLING ADAPTERFINISH GRADE, FINISHED GRADEFIRE HYDRANTFIGUREFLANGEFLEXIBLEFLANGEDFORCEMAINFEET PER MINUTEFEET PER SECONDFIBERGLASS REINFORCED PLASTICFORCE MAINFEET, FOOTFITTING, FITTINGS, FOOTINGFUTUREFUTURE WET WEATHER PEAK (FLOW)GASGALVANIZEDGRADE BREAKGALLONS PER DAYGALLONS PER MINUTEGALVANIZED STEELHHDPEHORIZHPIIDIEIN, (")INVIPSIRRLBLMATLMAXMFRMGDMHMINMJ(N)NNAVDNGVDN/ANCNICNONTSOOCODOSHAPCPCCPEP/LPLPOCPOVPRPSIPTPVPVCPVIPVTPWRRRCERCPREREDRFREQ'DRJR/WSSCHSDSDRSDRSDSHTSPSPECSQSSSSPWCSSTSTASTDSTLSTRUCTSWPPPTANTEMPTHRUTYPUBCUHMWUONVVARVCPVIDVERTVOVPIWW/WTABABANABVACACPAHDALGAPPROXAPWAANSIASYASTMAVEAWWABCBCKBCRBFBMBOBOPBOTBPBTWBVCCCABCBCDWPCICJCC TO CC & GCLMCLRCLSMCMCMLCMUCMWDCOCOCCONCONCCOVCUCYdDDIDIA, ØDIPDIPSDETDRDWG(E)EEAECECCECRELELECELLEMBEPEQUIPESTMEVCEXISTFFAFCAFGFHFIGFL, FLGFLEXFLG'DFMFPMFPSFRPFMFT, (')FTG(S)FUTFWWPGGAGBGPDGPMGSLGENERAL ABBREVIATIONSLEGENDSDESCRIPTIONSYMBOLLCENTER LINE (C)EXISTING TELEPHONE LINETEXISTING CABLE LINECATVEXISTING ELECTRICAL LINEEEXISTING OIL LINEFEXISTING RECYCLED WATER LINERWEXISTING MANHOLEEXISTING POWER POLECROSS REFERENCINGPROPOSED NEW SEWER MAINPROPOSED MANHOLEEASEMENT(123.20)123.2010"-PVC109TOETOPSB109REXISTING PIPELINE WITH PIPEDESIGNATIONPIPELINE WITH PIPE DESIGNATION &MATERIALREUSEDFACILITIES/EQUIPMENT/PIPESFUTUREFACILITIES/EQUIPMENT/PIPESFENCECENTER LINEFIRE HYDRANTUTILITY BOX (AS LABELED)SURVEY MONUMENTGRADED SLOPECATCH BASIN OR FLOOR DRAINAC PAVEMENT IN SECTIONAC PAVEMENT IN PLANEXISTING AC PAVEMENTDITCH OR SWALEEXISTING CONTOURFINISHED GRADE CONTOURSOILS BORING W/ID. NO.SPOT ELEVATION, FINISHED GRADESPOT ELEVATION, EXISTING RIDGERIDGE LINELINE FLOW LINE (ARROW INDICATESDIRECTION)STRUCTURE OR PIPECONCRETE IN SECTIONSTEEL IN SECTIONWOOD IN SECTIONGRAVELED AREAEARTHGRATINGCHECKERED PLATEHANDRAIL OR GUARDRAILWATER SURFACEREINFORCING STEEL BAR (INSECTION)REINFORCING STEEL BAR(LONGITUDINAL)DEMOLISHPROPERTY LINERIGHT OF WAY10"-DW-CML&CFLANGEDSCREWEDPIPELINE JOINTSBELL OR MECHANICALEXPANSION JOINTWELDEDVICTAULIC COUPLINGDOUBLE LINESINGLE LINEDOUBLE LINESINGLE LINEBALLBUTTERFLYBALL CHECKCHECKPLUGGLOBEGATEVALVES AND GATESELBOWTEEREDUCERWYEFLEXIBLE (SLEEVE TYPE)PIPE COUPLINGSOLVENT SOCKET WELDPVCFLANGED COUPLINGADAPTER (FCA)PIPING SYMBOLSCIVIL SYMBOLSDRAWING NUMBER WHERETHE DETAIL IS SHOWN4. DETAILS ARE TITLED AS FOLLOWS:DETAIL NUMBERDRAWING WHEREDETAIL IS CALLED OUTDETAIL NUMBERTHE SECTION IS SHOWNDRAWING NUMBER WHERESECTION LETTERDRAWING NUMBER WHERE ---M-11 IS DRAWING WHEREDETAIL IS SHOWNBY NOTE: "SEE DET 1/M-11" ---1 IS DETAIL NUMBER2. SECTIONS ARE TITLED AS FOLLOWS:3. DETAILS ARE IDENTIFIED IN TWO WAYS AS FOLLOWS:B.A.THE SECTION IS CUTSECTION LETTER1. SECTION CUTS ARE IDENTIFIED AS FOLLOWS:SECTION CUTDIRECTION OFAM-1GENERAL ABBREVIATIONS, LEGENDSAND SYMBOLSG-4PRESSURE REDUCINGREGULATORFLOOR DRAINBUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
SCALE: 1/2"=1'-0"SECTIONAM-1SCALE: 1/2"=1'-0"DETAILAM-11M-1DESCRIPTIONSYMBOL
12PASEO DEL NORTEDICOVERY ISLECARLSBADSURGERY CENTERFLOWDIVERSIONSTRUCTURE24" BOCONNECTORPL16" VO CONNECTORPL12112ODOR CONTROL SITE#1PROPOSED EASEMENT FORSEWER PIPELINES ANDINCIDENTAL PURPOSES INFAVOR OF BUENA SANITATIONDISTRICTREC._________________________DOC #_________________________11111322311SEE DWGC-11191211922116273131VOVORTEXDROP MH18BOVORTEXDROP MH36L1PI: 6+31.872+003+003+43PI: 2+12.62
PC: 2+49.81
PT: 3+
0
0.
2
5
6+007+008+008+08PC: 7+25.46
PT: 7+
6
8.
0
1
L27L28L29C12L24L25L26C11MOTEL 61S-21S-53S-64S-61121S-64241S-62452816305444533332729991213118301642813R/WI-5CORRIDOR4512BUENA OUTFALL CONNECTOR304050607030405060707+002020FLOW DIVERSIONSTRUCTURESTA 8+12.75RIM EL. 58.00 ±MATCH EXISTOUTFALL CONNECTIONMHB1 STA 6+00RIM EL=52.0VORTEX DROP MHB2STA 6+31.87RIM EL=51.45METERING MHB3STA 7+25.46RIM EL=54.82STA 7+23.26IE 46.39STA 7+28.26IE 46.49STA 6+35.62IE 45.056+00STA 6+28.12IE 32.95STA 8+08IE 47.8724" HDPE INLETIE 48.87SEE DWG C-01S=0.01748+00STA 6+02.50IE 32.67S=0.0124S=0.011INSTALL 24" HDPE DR17 GRAVITY PIPELINESAND CUSHION6" SCH 80PVC FAIE 44.0STA 6+25.006" FA LATERALIE 34.1±NUMBERRADIUS LENGTH LINE/CHORD DIRECTIONA VALUE16" VO CONNECTOR PLFLOW DATAL27L28C12L29550.0012.6237.1950.4442.67N6° 44' 58.25"WN34° 41' 00.82"WN32° 03' 22.56"WN29° 25' 44.31"WCONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.INSTALL 8" Ø SCH 80 PVC SEWER PIPELINE W/SOLVENT WELD JOINTS AND ALL REQUIREDFITTINGS.INSTALL 6" Ø SCH 80 PVC SEWER PIPELINE W/SOLVENT WELD JOINTS AND ALL REQUIREDFITTINGS.89INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.INSTALL 5-FT Ø MANHOLE PER COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.1819INSTALL 4" Ø FUSED HDPE LATERAL. PROVIDEADAPTER COUPLING FOR TRANSITION TO 4" SCH 80PVC PIPELINE.INSTALL 6" Ø FUSED HDPE LATERAL. PROVIDE MJADAPTER COUPLING FOR TRANSITION TO 6" SCH 80PVC PIPELINE.INSTALL SEWER CLEANOUT PER SDRSD SC-01.PROVIDE 6" OR 8" Ø FRAME AND LID PER COV STDDWG SWR-9A OR SWR-9B.121113INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.INSTALL 16" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.45SAWCUT, REMOVE AND REPLACE CONCRETE CURBAND GUTTER IN-KIND TO NEAREST CJ PER SDRSDG-2 AND G-11.SAWCUT, REMOVE AND REPLACE CONCRETESIDEWALK IN-KIND TO NEAREST CJ PER SDRSD G-7,G-9 AND G-11.SAWCUT, REMOVE AND REPLACE CONCRETECROSS GUTTER IN-KIND TO NEAREST CJ PERSDRSD G-11, G-12 AND G-13.RESTORE ALL PORTIONS OF IMPACTEDLANDSCAPING, SHRUBBERY & IRRIGATION TOORIGINAL CONDITION, AS ACCEPTED BY CM.INSTALL TRITON FLOWSHARK OPEN CHANNELFLOW METER BY ADS ENVIRONMENTAL.INSTALL I-BOx 5000 2 STAGE ACTIVE ODORCONTROL BIO-REACTOR BY INTEGRITY MUNICIPALSYSTEMS. PROVIDE CMU BLOCK ENCLOSURE ANDSDG&E ELECTRICAL SERVICE METER.272829303132INSTALL 7-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29, AND SWR-30B.36VALLECTIOS OUTFALL CONNECTOR3040506070304050607020203+00FLOW DIVERSIONSTRUCTURESTA 3+47.75RIM EL. 58.00 ±MATCH EXISTSTA 3+43IE 47.87OUTFALLCONNECTION MHV1STA 2+00RIM EL=52.45STA 2+47.31IE 46.65STA 2+52.31IE 46.75STA 2+09.62IE 32.92STA 2+15.62IE 46.30VORTEX DROP MHV2STA 2+12.62RIM EL=53.06METERING MHV3STA 2+49.81RIM EL=54.3524" HDPE INLETIE 48.87SEE DWG C-02S=0.01242+004+00S=0.0124STA 2+03.00IE 32.83S=0.0135INSTALL 16" HDPE DR17 GRAVITY PIPELINE6" SCH 80PVC FAIE 43.8STA 2+06.006"Ø FA LATERALIE 33.5±NUMBERRADIUS LENGTH LINE/CHORD DIRECTIONA VALUE24" BO CONNECTOR PLFLOW DATAL24L25C11L26550.0031.8793.5842.5639.73S67° 00' 05.05"EN32° 33' 16.38"WN30° 20' 16.57"WN28° 07' 16.77"WINSTALL 5-FT Ø VALLECITOS OUTFALL CONNECTIONMANHOLE PER VWD STD DWG S-1 W/CAST-IN-PLACE BASE.INSTALL 5-FT Ø BUENA OUTFALL CONNECTIONMANHOLE W/ ECCENTRIC CAST-IN-PLACE BASE.INSTALL FLOW DIVERSION STRUCTURE W/ TWODOWNWARD OPENING WEIR GATES. PROVIDE ONECOMPLETE SPARE DUPLICATE SLIDE GATE FOREACH OUTFALL AND DELIVER AS DIRECTED BY THEOWNER.212223INSTALL INTERNAL VORTEX DROP MANHOLEINSERT FURNISHED BY IPEX USA, OR APPROVEDEQUAL.243" SCH 80 PVC DRAIN.42RESURFACE AC PAVEMENT PER COV STD DWGGS-27 AND GS-28.45NDISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.SEE DWG C02 FOR LIMITS AND DESCRIPTIONS OFEXISTING EASEMENTS.12MATCH
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3PASEO DEL NORTE BUENA OUTFALL ANDVALLECITOS OUTFALL CONNECTIONC-1BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
STA 11
+
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L1
C1
L2
L3
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12+0013+0014+0015+0016+0017+0018+0019+0020+PC: 11
+
7
6.
2
2
PT: 13+09.80
PI: 14+69.88
PI: 17+84.42
L1L2L2AC1L2AL3
(E) MOTEL 6PASEO DEL NORTE(E) MOTEL 6(E) DISCOVERY ISLECALTRANS I-5 CORRIDOR(E) CARLSBADSURGERY CENTER24" BUENA OUTFALLPROPOSED EASEMENT FOR SEWERPIPELINES AND INCIDENTAL PURPOSES INFAVOR OF BUENA SANITATION DISTRICTREC. __________________________DOC x _________________________16" VALLECITOS OUTFALLAPPROXIMATE LIMITSOF (E) EASEMENTSLIMITS OF (E)EASEMENT NOTSHOWN FORCLARITY191923ABCDCBD45114416R/WR/WR/WR/W℄℄P/LP/L12℄MH #1 STA 14+69.88MH #2 STA 17+84.421212121212121212121212121212121112FLOW DIVERSIONSTRUCTURE1 2
1 22C-221S-512P/L1111121214+0011+00 12+00 13+00 15+00 16+00 17+00 18+00 19+00 20+00807060504030PROFILE SCALES807060504030LSTA 14+67.38IE 59.69STA 14+72.38IE 59.79MH # 1STA 14+69.88RIM EL=69.00MH # 2STA 17+84.42RIM EL=77.44STA 17+86.95IE 66.90STA 17+81.95IE 66.50EXIST GRADEOVER C OFPIPELINEINSTALL 24" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINEINSTALL 24" HDPE DR11 PE4710BUTT FUSED FORCEMAINS=0.001FLOW DIVERSION STRUCTURESTA 11+36.83RIM EL. 58.00STA 11+41.58IE 48.87S=0.0332STA 11+32.08IE 47.87S=0.0702PVI STA 18+55.21R = 472.1IE 70.62PVI STA 18+03.18R = 461.2IE 67.39S=0.0217EVC +71.99IE 70.92BVC +39.38IE 69.79EVC +14.05IE 68.01BVC +91.72IE 77.001.0' MINSCALE: HORIZ 1"=40' VERT 1"=8'PIPELINE DATANUMBERL1C1L2L3RADIUS500.00LENGTH34.64133.58160.08470.66LINE/CHORDDIRECTIONN27° 22' 30.93"WN19° 43' 18.18"WN12° 04' 05.44"EN1° 45' 51.12"EL2A314.54 N4° 55' 18.40"ECONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.4INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL 5-FT Ø MANHOLE PER COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.19INSTALL FLOW DIVERSION STRUCTURE W/ TWODOWNWARD OPENING WEIR GATES. PROVIDE ONECOMPLETE SPARE DUPLICATE SLIDE GATE FOREACH OUTFALL AND DELIVER AS DIRECTED BY THEOWNER.23RESURFACE AC PAVEMENT PER COV STD DWGGS-27 AND GS-28.45NSTA 20+00MATCH LINE SEE C-3 DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES AND REPORTFINDINGS TO ENGINEER AT LEAST 14 DAYS PRIORTO TRENCH EXCAVATION. SEE NOTES 7 & 21 ONG-01 & G-O2.12STA 20+00MATCH LINE SEE C-3MATC
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AHD =BO STA 8+08 BCK &VO STA 3+43
BC
K20+00SEE C-1 FOR WEST CONNECTIONENLARGED PLANEXISTING EASEMENTS:AN EASEMENT FOR UTILITIES AND INCIDENTALPURPOSES IN FAVOR OF THE CITY OF CARLSBAD,RECORDED DECEMBER 05, 1968 AS INSTRUMENTNO. 213327 OF OFFICIAL RECORDS.AN EASEMENT FOR UTILITIES AND INCIDENTALPURPOSES IN FAVOR OF THE BUENA SANITATIONDISTRICT, RECORDED OCTOBER 25, 1974 ASINSTRUMENT NO. 74-284933 OF OFFICIAL RECORDS.ABAN EASEMENT FOR UTILITIES AND INCIDENTALPURPOSES IN FAVOR OF THE VALLECITOS WATERDISTRICT, RECORDED OCTOBER 25TH, 1974 ASINSTRUMENT NO. 74-284932 OF OFFICIAL RECORD.AN EASEMENT FOR SEWER AND INCIDENTALPURPOSES IN FAVOR OF THE BUENA SANITATIONDISTRICT, RECORDED JULY 14, 1964 ASINSTRUMENT NO. 126860 OF OFFICIAL RECORDS.ALSO CONTAINS THE RIGHT TO EXTEND SLOPESAND DRAINAGE STRUCTURES BEYOND EASEMENTLIMIT.CDPASEO DEL NORTESTA 10+00 TO STA 20+00C-2BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
24+0025+0026+0027+0028+0029+0030+00PC: 27+63.01PT: 29+31.57L4L5C3+0021+0022+0023+00PC: 22+55.08PT: 23+21.36L3C2R/W℄℄℄℄R/WR/WR/W℄R/WR/WP/L29.0'49.0'48.0'1287.0'63.0'10.0'77.0'53.0'10.0'43.0'54.0'R/WR/W1227.0'22.0'10.0'℄℄P/L℄29.0'11℄ STREET STA PER IMPROVEMENT PLAN22+34.36 PARLOMAR AIRPORT RD=60+04.39 PASEO DEL NORTE12121212121212111211PALOMAR AIRPORT RDPASEO DELNORTE1218.0'1223.0'75.0'72.0'6610.0'18MH #3 STA 27+5045225220+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00℄PALOMAR AIRPORT RDLEXIST GRADEOVER C OFPIPELINES=0.001INSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINMH # 3STA 27+50RIM EL=87.50STA 27+47.00FM IE 80.16STA 27+53.00FM IE 80.29MH IE 77.95S=0.0217S=0.001S=0.0125PVI STA 21+30.00R = 497.47IE 71.18PVI STA 22+48.73R = 504.81IE 72.00S=0.0069PVI STA 24+31.50R = 124.61IE 74.29PVI STA 25+94.56R = 225.81IE 74.79S=0.001PVI STA 26+21.51R = 111.21IE 77.34PVI STA 29+46.33R = 1456.80IE 84.53S=0.0217S=0.111EVC +61.43IE 84.55BVC +31.35IE 84.15EVC +26.52IE 77.55BVC +17.10IE 76.96EVC +5.74IE 75.70BVC +81.78IE 74.45EVC +32.21IE 74.29BVC +30.78IE 74.28EVC +50.14IE 72.01BVC +47.32IE 71.99EVC +31.46IE 71.19BVC +28.53IE 71.1890807060509080706050100100SCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALESPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONN46° 58' 13.60"EL3C2L4C3L542.002221.00470.6666.28441.64168.56109.18N1° 45' 51.12"ES87° 49' 24.02"ES89° 59' 45.49"EN87° 49' 47.28"ECONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18RESURFACE AC PAVEMENT PER COV STD DWGGS-27 AND GS-28.45INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PER25STA 30+00 MATCH LINE SEE C-4NSTA 20+00 MATCH LINE SEE C-2DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.1220+0030+00STA 20+00MATCH LINE SEE C-2STA 30+00MATCH LINE SEE C-4PASEO DEL NORTE STA 20+00 TO STA 22+00PALOMAR AIRPORT ROAD STA 22+00 TO STA 30+00C-3BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
BO93.60R/W℄R/WR/WR/W16212112121PALOMAR AIRPORT RD18MH #4 STA 31+65.002526230+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+PC: 30+40.75PT: 32+13.13L6C4L5L5C4L62279.00109.18172.381133.42N87° 49' 47.28"EN89° 59' 48.28"ES87° 50' 10.72"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES908070601009080706010011011030+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00LEXIST GRADEOVER C OFPIPELINEINSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINS=-0.0076MH # 4 - HIGHPOINTSTA 31+65.00RIM EL=94.26STA 31+68.0FM IE 87.88MH IE 85.58STA 31+62.0FM IE 87.88S=-0.070S=0.001S=0.0714S=-0.0006PVI STA 31+14.88R = 50.00IE 84.70PVI STA 31+59.35R = 50.00IE 87.84PVI STA 38+80.25R = 50.00IE 84.34PVI STA 31+70.46R= 489.96IE 87.88S=-0.005S=-0.073PVI STA 34+53.22R = 403.10IE 87.63PVI STA 31+87.30R= 284.21IE 87.80S=0S=-0.0013PVI STA 39+69.08R = 190.99IE 80.18PVI STA 39+37.80R = 287.28IE 80.50EVC +75.60IE 79.82BVC +62.15IE 80.30EVC +47.78IE 80.32BVC +28.37IE 81.00EVC +81.88IE 84.25BVC +78.57IE 84.38EVC +54.63IE 87.63BVC +51.81IE 87.64EVC +87.93IE 87.93BVC +86.68IE 87.80EVC +71.71IE 87.87BVC +69.21IE 87.88EVC +61.26IE 87.88BVC +57.50IE 87.74EVC +16.46IE 84.81BVC +13.06IE 84.70CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.PROVIDE 3" Ø SEWAGE COMBINATION AIR VALVE(A.R.I. D-023, OR EQUAL) WITH VENTED MH COVER.2526STA 30+00MATCH LINE SEE C-3NSTA 40+00MATCH LINE SEE C-5DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.1240+0030+00STA 30+00MATCH LINE SEE C-3STA 40+00MATCH LINE SEE C-5PALOMAR AIRPORT ROADSTA 30+00 TO STA 40+00C-41C-23BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
℄℄℄R/WR/WR/WR/W℄61℄ STREET STA FROMIMPROVEMENT PLAN39+60.90 PAR =54+81.40 ARMPALOMAR AIRPORT RDARMADA DRARMADA DR1212121212121212118MH #5 STA 43+90225+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+00PC: 43+46.55C5L6L6C5 2221.001133.42869.66S87° 50' 10.72"EN80° 56' 46.46"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTION90807060509080706050SCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES41+0042+0043+0044+0045+0046+0047+0048+0040+0049+0050+004040℄ARMADA DRLEXIST GRADEOVER C OFPIPELINEINSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINS=-0.017STA 43+93.0FM IE 66.84MH IE 64.6MH # 5STA 43+90.00RIM EL=80.01STA 43+87.0IE 66.85S=-0.0013S=-0.0490S=-0.00135S=-0.130PVI STA 40+18.44R = 190.99IE 76.81PVI STA 41+70.82R = 50.00IE 76.47S=-0.00135PVI STA 46+54.10R = 599.48IE 66.47PVI STA 48+00R = 997.83IE 64.01S=-0.0088PVI STA 49+51.22R = 218.54IE 62.67PVI STA 49+92.19R = 175.82IE 57.34S=-0.073PVI STA 43+25.21R = 163.26IE 72.11PVI STA 42+45.64R = 195.73IE 72.87S=-0.0019S=-0.1715PVI STA 43+58.87R = 163.40IE 67.44BVC +82.37IE 58.62EVC +62.66IE 61.18BVC +37.59IE 62.79EVC +04.09IE 63.97BVC +95.92IE 64.07EVC +58.80IE 66.41BVC +49.43IE 66.49EVC +73.53IE 66.87BVC +47.75IE 68.80EVC +36.29IE 70.76BVC +10.62IE 72.69EVC +50.27IE 72.81BVC +41.13IE 73.04EVC +72.15IE 76.41BVC +69.61IE 76.49EVC +25.38IE 76.68BVC +11.92IE 77.17CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25STA 40+00MATCH LINE SEE C-4NSTA 50+00MATCH LINE SEE C-6DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.1240+0050+00STA 40+00MATCH LINE SEE C-4STA 50+00MATCH LINE SEE C-6PALOMAR AIRPORT ROADSTA 40+00 TO STA 50+00C-5BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
50+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+PT: 52+16.21 L7C5℄℄℄R/WR/WP/LR/WR/W61PALOMAR AIRPORT RD121121212121218MH #6 STA 50+93.64252PIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONC5L72221.00 869.661430.01N80° 56' 46.46"EN69° 43' 43.64"E9080706050SCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES51+0052+0053+0054+0055+0056+0057+0058+0050+0059+0060+0040908070605040LEXIST GRADEOVER C OFPIPELINEINSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINMH # 6 - LOW POINTSTA 50+93.64RIM EL=70.26STA 50+96.64FM IE 57.21MH IE 54.95STA 50+90.64IE 57.21S=-0.0013S=0.101S=0.0186S=0.0031S=0.0011S=0.0113PVI STA 51+04.18R = 249.81IE 57.20PVI STA 53+43.02R = 76.46IE 62.38PVI STA 55+04.12R = 249.00IE 68.73PVI STA 56+83.83R = 229.97IE 69.22PVI STA 57+12.39R = 228.40IE 71.60PVI STA 51+58.73R = 56.31IE 58.52S=0.0205S=0.2053PVI STA 51+74.34R = 115.04IE 60.98S=0.2057PVI STA 53+63.05R = 112.69IE 65.68EVC +22.80IE 71.94BVC +03.08IE 70.88EVC +94.33IE 70.00BVC +72.07IE 68.92EVC +06.30IE 68.75BVC +01.95IE 68.70EVC +74.07IE 66.33BVC +55.34IE 64.54EVC +48.97IE 63.22BVC +34.94IE 62.01EVC +86.74IE 61.56BVC +65.69IE 59.74EVC +62.53IE 59.08BVC +53.31IE 58.19EVC +07.09IE 57.24BVC +01.64IE 57.19EVC +03.91IE 57.32CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18STA 60+00MATCH LINE SEE C-7NDISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES AND REPORTFINDINGS TO ENGINEER AT LEAST 14 DAYS PRIORTO TRENCH EXCAVATION.12STA 50+00MATCH LINE SEE C-560+0050+00STA 60+00MATCH LINE SEE C-7STA 50+00MATCH LINE SEE C-5PALOMAR AIRPORT ROADSTA 50+00 TO STA 60+00C-6BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+00PC: 66+46.23
L7C6℄℄℄℄R/WR/WP/LR/WR/W℄16℄ STREET STA FROM IMPROVEMENT PLAN63+41.03 PAR =60+00.00 HIDDEN≈121212121212121218MH #7 STA 60+90.0018MH #8 STA 65+23.15PALOMAR AIRPORT RDHIDDEN VALLEY RDHIDDEN VALLEY RD2526252L7C6 2279.001430.011162.88N69° 43' 43.64"EN84° 20' 47.81"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTION9080706050SCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES61+0062+0063+0064+0065+0066+0067+0068+0060+0069+0070+00100℄HIDDEN VALLEY RDINSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINES=0.0011MH # 7 - HIGH POINTSTA 60+90.0RIM 83.04MH #8 - LOW POINTSTA 65+23.15RIM EL=81.28STA 60+93.0FM IE 75.87MH IE 73.6STA 60+87.0FM IE 75.87S=0.0113S=-0.0015S=-0.1682S=-0.0089S=-0.0015S=0.165PVI STA 60+72.69R = 870.33IE 75.86S=0.0PVI STA 60+97.59R = 257.93IE 75.87PVI STA 62+82.29R = 123.13IE 75.18STA 65+26.15FM IE 69.73MH IE 69.17PVI STA 63+14.04R = 81.56IE 71.07PVI STA 64+15.00R = 1235.10IE 69.89STA 65+20.15FM IE 69.73PVI STA 65+31.59R = 50.00IE 69.89PVI STA 65+59.02R = 50.00IE 74.08EVC +63.29IE 74.25BVC +55.34IE 73.64EVC +35.34IE 70.34BVC +27.54IE 69.72EVC +19.57IE 69.89BVC +10.44IE 69.94EVC +17.41IE 70.76BVC +05.42IE 75.42EVC +90.56IE 74.20BVC +71.48IE 75.61EVC +97.79IE 75.87BVC +97.40IE 75.87EVC +80.76IE 75.87BVC +65.58IE 75.809080706050100CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.PROVIDE 3" Ø SEWAGE COMBINATION AIR VALVE(A.R.I. D-023, OR EQUAL) WITH VENTED MH COVER.2526INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18STA 60+00MATCH LINE SEE C-6NSTA 70+00MATCH LINE SEE C-860+00STA 60+00MATCH LINE SEE C-6STA 70+00MATCH LINE SEE C-8DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES AND REPORTFINDINGS TO ENGINEER AT LEAST 14 DAYS PRIORTO TRENCH EXCAVATION.1270+00PALOMAR AIRPORT ROADSTA 60+00 TO STA 70+00C-71C-23BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
70+0071+0072+0073+0074+0075+0076+0077+0078+0079+0080+00PT: 78+09.11L8C6℄℄℄℄R/WR/WR/WR/WR/W℄P/L61℄ STREET STA FROM IMPROVEMENTPLAN77+46.12 PAR =1+83.72 COLLEGEPALOMAR AIRPORT RDAVIARA PKWYCOLLEGE BLVD121212121212121212121211111212121218MH #9 STA 74+00252355.51C6L82279.00 1162.88N84° 20' 47.81"ES81° 02' 08.01"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES71+0072+0073+0074+0075+0076+0077+0078+0070+0079+0080+0090807060100509080706010050℄COLLEGE BLVDINSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINES=0.0010S=0.0092S=0.0323S=0.0010S=0.165PVI STA 70+09.12R = 50.00IE 74.75PVI STA 70+20.33R = 50.00IE 76.60STA 74+03.0FM IE 76.99STA 73+97.0FM IE 76.98MH IE 74.7MH #9STA 74+00RIM EL=88.66PVI STA 76+77.65R = 50.00IE 77.27PVI STA 78+40.02R = 246.42IE 82.49PVI STA 79+13.14R = 50.00IE 83.18PVI STA 79+43.36R = 50.00IE 87.58S=0.1457EVC +46.35IE 87.66EVC +16.48IE 83.67EVC +42.86IE 82.53BVC +41.38IE 87.28BVC +9.74IE 83.15BVC +37.20IE 82.42EVC +78.57IE 77.57BVC +76.82IE 77.27EVC +24.19IE 76.60BVC +16.65IE 75.99EVC +12.80IE 75.35BVC +05.11IE 74.74CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18STA 80+00MATCH LINE SEE C-9NSTA 70+00MATCH LINE SEE C-780+0070+00STA 80+00MATCH LINE SEE C-9STA 70+00MATCH LINE SEE C-7CAUTION:HIGH VOLTAGE OVERHEADPOWER LINES IN THIS AREADISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES AND REPORTFINDINGS TO ENGINEER AT LEAST 14 DAYS PRIORTO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 70+00 TO STA 80+00C-8BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
80+0081+0082+0083+0084+0085+0086+0087+0088+0089+0090+PC: 81+64.62PT: 82+72.96L9C7L8R/WR/WR/WR/WP/L℄℄1612P/L1212MH #10 STA 84+0018MH #11 STA 89+27.4118PALOMAR AIRPORT RD2522526355.51L8C7L92329.00 108.341326.63S81° 02' 08.01"ES79° 40' 23.19"ES78° 20' 25.69"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES90807012010011081+00 82+00 83+00 84+00 85+00 86+00 87+0088+0080+0089+00 90+00908070120100110INSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINES=0.0248S=0.0075PVI STA 84+09.04R = 248.87IE 99.12STA 84+03.0FM IE 98.98MH IE 96.7STA 83+97.0FM IE 98.83MH #10STA 84+00RIM EL=106.08PVI STA 85+27.59R = 247.50IE 100.05S=0.0078PVI STA 86+38.65R = 246.96IE 103.43S=0.0305PVI STA 89+27.42R = 500.00FM IE 105.59STA 89+30.42FM IE 105.58MH IE 103.3STA 89+24.42FM IE 105.58S=-0.007MH #11 - HIGH POINTSTA 89+27.41RIM EL=112.57S=0.0248EVC +31.07IE 105.58BVC +23.15IE 104.93EVC +41.49IE 103.45BVC +35.84IE 103.35EVC +30.37IE 100.14BVC +24.78IE 100.03EVC +11.16IE 99.15BVC +06.94IE 99.08CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.PROVIDE 3" Ø SEWAGE COMBINATION AIR VALVE(A.R.I. D-023, OR EQUAL) WITH VENTED MH COVER.2526INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18STA 90+00MATCH LINE SEE C-10NSTA 80+00MATCH LINE SEE C-880+0090+00STA 90+00MATCH LINE SEE C-10STA 80+00MATCH LINE SEE C-8DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES AND REPORTFINDINGS TO ENGINEER AT LEAST 14 DAYS PRIORTO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 80+00 TO STA 90+00C-91C-23BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00PC: 95+99.59L9C8℄℄℄R/WR/WR/WR/WP/L12121212116PALOMAR AIRPORT RD121212P/LMH #12 STA 98+60.0018225L9C82029.001326.631069.31S78° 20' 25.69"ES63° 14' 33.68"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES90807012010011090807012010011091+00 92+00 93+00 94+00 95+00 96+00 97+00 98+0090+0099+00 100+00INSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINES=-0.001MH #12 - LOW POINTSTA 98+60.00RIM EL=108.86S=-0.007S=-0.158PVI STA 90+31.35R = 104.11IE 104.59PVI STA 90+59.26R = 53.82IE 100.46PVI STA 98+70.24R = 190.85IE 99.66STA 98+63.0FM IE 99.65STA 98+57.0FM IE 99.66MH IE 97.4S=0.0148S=-0.001BVC +67.87IE 109.65EVC +72.60IE 99.69EVC +63.21IE 100.46BVC +55.33IE 101.08EVC +37.79IE 103.86BVC +23.15IE 104.93CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18STA 100+00MATCH LINE SEE C-11NSTA 90+00MATCH LINE SEE C-9100+00STA 100+00MATCH LINE SEE C-11STA 90+00MATCH LINE SEE C-9DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES AND REPORTFINDINGS TO ENGINEER AT LEAST 14 DAYS PRIORTO TRENCH EXCAVATION.1290+00PALOMAR AIRPORT ROADSTA 90+00 TO STA 100+00C-10BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
℄R/W℄℄ P/LR/WR/WR/WR/WR/W121212121212121116PALOMAR AIRPORT RDMH #13 STA 108+001822538100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+0PT: 106+68.90L10C81C-23389.02C8L102029.00 1069.31S63° 14' 33.68"ES48° 08' 41.67"EPIPELINE DATANUMBER RADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES90120100110101+00102+00103+00104+00105+00106+00107+00108+00100+00109+00110+0013014012010011013014090INSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINES=0.0109STA +03.00FM IE 122.57MH IE 120.3S=0.0148PVI STA 103+79.10R = 249.26IE 107.18S=0.001PVI STA 104+90.92R = 498.91IE 107.31PVI STA 105+55.42R = 106.80IE 108.23PVI STA 105+79.33R = 100.67IE 111.24S=0.145S=0.007PVI STA 107+38.82R = 107.24IE 113.06PVI STA 107+85.53R = 95.84IE 121.45S=0.195PVI STA 108+83.04R = 238.57IE 126.52STA +97.0FM IE 122.27S=0.050S=0.050S=0.001MH #13STA 108+00RIM EL=129.54BVC +77.18IE 126.29EVC +89.08IE 126.59EVC +93.37IE 122.09BVC +27.24IE 112.52EVC +47.12IE 114.21BVC +79.74IE 120.57EVC +86.97IE 111.53BVC +73.15IE 110.58EVC +61.38IE 108.87BVC +48.06IE 107.93EVC +93.39IE 107.33BVC +88.44IE 107.30EVC +80.82IE 107.19BVC +77.39IE 107.16CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18PROVIDE 2" Ø SEWAGE COMBINATION AIR VALVE(A.R.1.D-025, OR EQUAL) W/ VENTED MH COVER.38STA 110+00MATCH LINE SEE C-12NSTA 100+00MATCH LINE SEE C-10100+00110+00STA 110+00MATCH LINE SEE C-12STA 100+00MATCH LINE SEE C-10DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 100+00 TO STA 110+00C-11BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00PC: 110+57.92C9L10℄R/W℄℄℄℄℄R/WR/WR/WR/WR/WINTERSECTION STREET STA FROMIMPROVEMENT PLAN116+14.84 PAR =46+90.26 PAR OAKSP/L1212121212121212121212PALOMAR AIRPORT RDPALOMAR OAKSWAYPALOMAR OAKSWAY16MH #15STA 120+00202MH #14 STA 117+2518252389.02L10C9 1971.00 1372.93S48° 08' 41.67"ES68° 06' 00.17"EPIPELINE DATANUMBER RADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES160111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00110+00119+00 120+00150140130110120160150140130110120℄PALOMAROAKS WAYINSTALL 24" HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINEPVI STA 115+74.31R = 240.60IE 132.01PVI STA 110+30.04R = 69.18IE 126.92PVI STA 116+00.68R = 488.29IE 132.96S=0.001PVI STA 110+62.44R = 203.40IE 130.91S=0.145S=0.001S=0.0406S=0.007+28.00FM IE 133.92MH IE 131.40+22.00IE 133.88S=0.007MH #14STA 117+25RIM EL=141.77+97.50IE 135.81MH # 15STA 120+00RIM EL=143.51EVC +08.95IE 133.09BVC +69.42IE 131.96BVC +92.58IE 132.70BVC +78.93IE 132.15EVC +78.54IE 131.46EVC +34.47IE 127.38BVC +24.57IE 126.73BVC +49.42IE 129.55CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.6INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18INSTALL 5-FT Ø PRESSURE MANHOLE SHAFT ANDPRESSURE PLATE (36") WITHOUT REDUCER PERSPPWC DETAIL 329-2 (WITHOUT STEPS).20STA 120+00MATCH LINE SEE C-13NSTA 110+00MATCH LINE SEE C-11120+00110+00STA 110+00MATCH LINE SEE C-11STA 120+00MATCH LINE SEE C-13DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 100+00 TO STA 120+00C-12BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130PT: 124+30.85C9L11℄R/WR/WR/W℄℄P/LR/WR/WR/W121PALOMAR AIRPORT RD14I-BOx STA 126+00ODOR CONTROL SITE #230MH #16 STA 126+002141720MH #15 STA 120+00202S-2322827STA 125+91.503914C9L111971.00 1372.931133.32S68° 06' 00.17"ES88° 03' 18.66"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES160150140130120121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00120+00129+00 130+00170160150140130120170MH # 15STA 120+00RIM EL=143.51STA +97.50IE 147.46STA +02.50IE 147.56MH # 16STA 126+00.00RIM EL=157.96LEXIST GRADEOVER C OFPIPELINEINSTALL 24" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINE245.2 LF @ S=0.015+02.50IE 135.91329.6 LF @ S=0.023397.5 LF @ S=0.0330PVI STA 122+57.86R = 2,467.5IE 139.69EVC +67.95IE 139.90BVC +47.73IE 139.52STA +91.508" FA LATERALCONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.4INSTALL 5-FT Ø PRESSURE MANHOLE SHAFT ANDPRESSURE PLATE (36") WITHOUT REDUCER PERSPPWC DETAIL 329-2 (WITHOUT STEPS).20INSTALL 8" Ø FLEXIBLE COUPLING AND FLANGEDFRP FA DUCT (EXPOSED). INSTALL RESTRAINEDTRANSITION COUPLING FOR BURIED SCH 80 PVCPIPING PER ALPHA BY ROMAC, OR APPROVEDEQUAL.14INSTALL 3/4" Ø K-COPPER RECYCLED WATERSERVICE CONNECTION WITH NEW 3/4" METER PERCMWD STD DWG NO. W-3. CONTRACTOR SHALLAPPLY FOR NEW CMWD RECYCLED WATERSERVICE.17SAWCUT, REMOVE AND REPLACE CONCRETE CURBAND GUTTER IN-KIND TO NEAREST CJ PER SDRSDG-2 AND G-11.SAWCUT, REMOVE AND REPLACE CONCRETESIDEWALK IN-KIND TO NEAREST CJ PER SDRSD G-7,G-9 AND G-11.2728RESTORE ALL PORTIONS OF IMPACTEDLANDSCAPING, SHRUBBERY & IRRIGATION TOORIGINAL CONDITION, AS ACCEPTED BY CM.30INSTALL I-BOx 5000 2 STAGE ACTIVE ODORCONTROL BIO-REACTOR BY INTEGRITY MUNICIPALSYSTEMS. PROVIDE CMU BLOCK ENCLOSURE ANDSDG&E ELECTRICAL SERVICE METER.32INSTALL 8" Ø FUSED HDPE LATERAL. PROVIDE MJADAPTER COUPLING FOR TRANSITION TO 8" SDR 35PVC PIPELINE.39STA 130+00MATCH LINE SEE C-14NSTA 120+00MATCH LINE SEE C-12STA 130+00MATCH LINE SEE C-14STA 120+00MATCH LINE SEE C-12120+00130+00DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 120+00 TO STA 130+00C-13BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
℄R/WR/WR/W℄℄P/L141212121212PALOMAR AIRPORT RD31MH #17 STA 131+0019MH #18 STA 133+45.0019MH #19 STA 136+00192R/WR/WR/W14+00131+00132+00133+00134+00135+00136+00137+00138+00139+00140+00PC: 135+64.17L11C10MH #20 STA 139+7019L111133.32S88° 03' 18.66"EPIPELINE DATANUMBER RADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES200131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00130+00139+00 140+00190180170150160200190180170150160INSTALL 24" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINELEXIST GRADEOVER C OFPIPELINE+02.50IE 164.00+97.50IE 163.90MH # 18STA 133+45.00RIM EL=184.52MH # 19STA 136+00RIM EL=190.70MH # 17STA 131+00.00RIM EL=173.58122.0 LF @ S=0.06499.7 LF @ S=0.016+42.22IE 174.11+97.50IE 180.72+47.22IE 174.29+02.50IE 180.82MH # 20STA 139+70RIM EL=193.07365.0 LF @ S=0.0035+67.50IE 182.10+72.50IE 182.20PVI STA 132+11.39R = 375.15IE 165.8697.5 LF @ S=0.0330BVC +02.20IE 165.60EVC +20.17IE 166.31INSTALL 30" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINEINSTALL 24" HDPE DR17 PE4710BUTT FUSED GRAVITY PIPELINE27.5 LF@ S=0.0115250.3 LF @ S=0.0257C101421.00 1238.45 N66° 58' 38.19"ECONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.INSTALL 30" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.234INSTALL 5-FT Ø MANHOLE PER COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.19STA 140+00MATCH LINE SEE C-15NSTA 130+00MATCH LINE SEE C-13STA 130+00MATCH LINE SEE C-13STA 140+00MATCH LINE SEE C-15130+00140+00DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES AND REPORTFINDINGS TO ENGINEER AT LEAST 14 DAYS PRIORTO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 130+00 TO STA 140+00C-14BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00150+00PT: 148+02.62
C10L13R/W℄℄℄℄℄R/WR/W14℄ STREET STA144+06.70 PAR=39+29.10CAMINO FROMIMPROVEMENT PLAN℄PALOMAR AIRPORT RDCAMINO VIDAROBLE1212121212121212121213MH #20A STA 143+501914MH #21 STA 147+00192R/WR/WR/WC101421.00 1238.45DIRECTIONN66° 58' 38.19"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES141+00142+00143+00144+00145+00146+00147+00148+00140+00149+00150+00220210200180190230220210200180190230℄CAMINO VIDA ROBLEINSTALL 24" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINELEXIST GRADEOVER C OFPIPELINE+97.50IE 209.53+02.50IE 209.63MH # 21STA 147+00RIM EL=219.17221.3 LF @ S=0.0115345.0 LF @ S=0.0566297.5 LF @ S=0.0492PVI STA 142+90.89R = 467.21IE 186.21+47.50IE 189.92MH # 20ASTA 143+50RIM EL=200.11+52.50IE 190.0244.2 LF @ S=0.0685BVC +77.82IE 185.85EVC +03.28IE 186.89PVI STA 142+21.31IE 185.0656.5 LF @ S=0.01401801' MINL131539.60 N42° 00' 35.04"ECONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.INSTALL 30" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.234INSTALL 5-FT Ø MANHOLE PER COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.19STA 150+00MATCH LINE SEE C-16NSTA 140+00MATCH LINE SEE C-14140+00150+00STA 140+00MATCH LINE SEE C-14STA 150+00MATCH LINE SEE C-16DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 140+00 TO STA 150+00C-15BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
+00151+00152+00153+00154+00155+00156+00157+00158+00159+00160L13℄R/WR/WR/WR/WR/WR/WP/L14121212PALOMAR AIRPORT RDMH #22 STA 152+0019MH #23 STA 154+0019MH #24 STA 157+75.0019214L131539.60N42° 00' 35.04"EPIPELINE DATANUMBER RADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES151+00152+00153+00154+00155+00156+00157+00158+00150+00159+00160+00270260250240230220270260250240230220EXIST GRADEOVER C OFPIPELINEINSTALL 24" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINELEXIST GRADEOVER C OFPIPELINE195.0 LF @ S=0.0622197.5 LF @ S=0.0492+97.50IE 246.19+02.50IE 246.29MH # 23STA 154+00RIM EL=255.12371.0 LF @ S=0.0459MH # 24STA 157+75.00RIM EL=271.74+73.46IE 263.33+78.46IE 263.43175.7 LF @ S=0.0247+97.50IE 233.96+02.50IE 234.06MH # 22STA 152+00RIM EL=244.66PVI STA 158+16.21R = 1,043.7IE 264.91BVC +08.18IE 264.63EVC +24.34IE 265.14CONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.4INSTALL 5-FT Ø MANHOLE PER COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.19NSTA 150+00MATCH LINE SEE C-15STA 160+00MATCH LINE SEE C-17150+00160+00STA 160+00MATCH LINE SEE C-17STA 150+00MATCH LINE SEE C-15DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 150+00 TO STA 160+00C-16BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
+00161+00162+00163+00164+00165+00166+00167+00168+00169+00PC: 163+42.22
PCC: 167+5
3
.
0
0
PT: 167+7
1
.
8
8
PC: 168+46.44PT: 168+62.83L14
C11C12C13L13L15R/WR/W℄℄P/LR/WR/WR/WR/W1412121212PALOMAR AIRPORT RDMH #25 STA 162+87.3319MH #26 STA 164+64.1019MH #27 STA 168+001914132L13C11C12L14C13L152029.00500.00500.001539.60410.7818.8874.5616.391524.24N42° 00' 35.04"EN47° 48' 34.61"EN54° 41' 28.65"EN55° 46' 23.13"EN54° 50' 02.44"EN53° 46' 55.78"EPIPELINE DATANUMBER RADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES161+00162+00163+00164+00165+00166+00167+00168+00160+00169+00300290280260270310300290280260270310LEXIST GRADEOVER C OFPIPELINEINSTALL 30" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINE330.9 LF @ S=0.0037284.8 LF @ S=0.0247+84.83IE 275.92+89.83IE 276.02+61.60IE 287.48MH # 25STA 162+87.33RIM EL=289.77+66.60IE 287.58MH # 26STA 164+64.10RIM EL=297.06171.8 LF @ S=0.0667+97.50IE 288.80+02.50IE 288.82MH # 27STA 168+00RIM EL=305.4797.5 LF @ S=0.0037INSTALL 24" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINECONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.INSTALL 30" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.INSTALL 24" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.234INSTALL 5-FT Ø MANHOLE PER COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.19NSTA 160+00MATCH LINE SEE C-16STA 169+00MATCH LINE SEE C-18169+00160+00STA 160+00MATCH LINE SEE C-16STA 169+00MATCH LINE SEE C-18DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 160+00 TO STA 169+00C-17BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
+00170+00171+00172+00173+00174+00175+00176+00177+00178+00179L15℄R/WR/W℄℄R/WP/L℄℄HOMEWOOD SUITE℄ STREET STA PER IMPROVEMENT PLAN171+75.08 PALOMAR=24+42.41 YARROW DRIVE1312121212121212PALOMAR AIRPORT RDYARROW DRMcCLELLAN(PRIVATE ROAD)ODOR SITE #333PROPOSED EASEMENT FOR SEWERPIPELINES AND INCIDENTALPURPOSED IN FAVOR OF BUENASANITATION DISTRICTREC. __________________________DOC # __________________________12MH #29 STA 175+80.001712MH #28 STA 172+0019182C223S0213STA 175+75.00402132827102R/WR/WR/WL151524.24N53° 46' 55.78"EPIPELINE DATANUMBER RADIUS LENGTHLINE/CHORDDIRECTIONSCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES171+00172+00173+00174+00175+00176+00177+00178+00170+00179+00169+00310300290270280320310300290270280320310300290270280320℄YARROW DRLEXIST GRADEOVER C OFPIPELINEINSTALL 30" HDPE DR17 PE4710 BUTT FUSED GRAVITY PIPELINEINSTALL 26" Ø HDPE DR11 PE4710 BUTT FUSED FORCEMAINMH # 29STA 175+80.00RIM 299.17+77.00IE 291.68+83.00IE 291.79297.5 LF @ S=0.0037+97.50IE 290.28+02.50IE 290.30375.0 LF @ S=0.0037'/FT MH # 28STA 172+00RIM EL=306.38PVI STA 176+06.40R = 108.28IE 289.59PVI STA 178+42.28R = 488.77IE 278.97S=-0.0441S=-0.1562S=-0.0042EVC +52.12IE 278.93BVC +32.67IE 279.40EVC +12.68IE 289.10BVC +00.68IE 290.24S=-0.0251EVC +98.86IE 290.52PVI STA 175+92.34R = 111.82IE 291.29BVC +84.14IE 291.74STA 175+70.004" FA LATERALCONSTRUCTION NOTES1EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.INSTALL 30" Ø DR17 HDPE 4710 (IPS) GRAVITYSEWER PIPELINE WITH HEAT FUSED JOINTS.23INSTALL 26" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.7INSTALL 4" Ø SCH 80 PVC SEWER PIPELINE W/SOLVENT WELD JOINTS AND ALL REQUIREDFITTINGS.10INSTALL SEWER CLEANOUT PER SDRSD SC-01.PROVIDE 6" OR 8" Ø FRAME AND LID PER COV STDDWG SWR-9A OR SWR-9B.13INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18SAWCUT, REMOVE AND REPLACE CONCRETE CURBAND GUTTER IN-KIND TO NEAREST CJ PER SDRSDG-2 AND G-11.SAWCUT, REMOVE AND REPLACE CONCRETESIDEWALK IN-KIND TO NEAREST CJ PER SDRSD G-7,G-9 AND G-11.2728INSTALL TWO (2) 100 CFM PASSIVE ODOR CONTROLDRUM SCRUBBERS BY PURAFIL (OR APPROVEDEQUAL) WITH UV INHIBITED HDPE ENCLOSURE.33PROVIDE VENTED MH COVER INSERTS W/ VENTEDMH COVER & FRAME. PROVIDE FRW INDUSTRIES,INC. PEACEMAKER "INFLOW PROTECTOR INSERTS,"OR EQUAL. LIFTS TO BASKET SHALL BE TYPE 316SST.40NSTA 169+00MATCH LINE SEE C-17STA 179+00MATCH LINE SEE C-19169+00179+00STA 169+00MATCH LINE SEE C-17STA 179+00MATCH LINE SEE C-19DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 169+00 TO STA 179+00C-18BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
+00180+00181+00182+00183+00184+00185+00186+00187+00188+00189+00PC: 183+87.07
PCC: 186+49.79
PT: 187+96.07
C14C15L15L16℄R/WR/WR/WR/WR/WR/W℄℄121212121212PALOMAR AIRPORT RD17MH #30 STA 185+0018225L15C14C15L162029.002029.001524.24262.72146.27562.92N53° 46' 55.78"EN57° 36' 15.50"EN63° 22' 44.26"EN65° 26' 39.28"EPIPELINE DATANUMBERRADIUS LENGTHLINE/CHORDDIRECTION181+00182+00183+00184+00185+00186+00187+00188+00180+00189+00179+00290280270250260SCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES300290280270250260300INSTALL 26" Ø HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINEPVI STA 179+89.90R = 500.04IE 278.35PVI STA 182+56.97R = 484.50IE 273.11PVI STA 184+14.61R = 494.52IE 268.51S=-0.0233PVI STA 185+50.20R = 499.17IE 268.39PVI STA 186+91.81R = 496.80IE 265.13PVI STA 188+56.42R = 167.63IE 258.44S=-0.0196S=-0.0295S=-0.0002S=-0.0089+97.00IE 268.44+03.00FM IE 268.44MH IE 266.0MH # 30STA 185+00RIM 276.57S=-0.1299S=-0.0045EVC +67.78IE 258.34BVC +46.89IE 259.63PVI STA 188+12.95R = 207.89IE 263.66EVC +24.36IE 262.56BVC +99.36IE 264.16BVC +88.26IE 265.21EVC +95.37IE 265.09BVC +44.44IE 268.43EVC +55.92IE 268.29S=-0.0002EVC +21.90IE 268.45BVC +07.40IE 268.67EVC +59.37IE 273.03BVC +54.55IE 273.15EVC +93.73IE 278.28BVC +86.05IE 278.37S=-0.0042CONSTRUCTION NOTESINSTALL 26" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.71EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25NSTA 179+00MATCH LINE SEE C-18STA 189+00MATCH LINE SEE C-20STA 189+00MATCH LINE SEE C-20STA 179+00MATCH LINE SEE C-18179+00189+00DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12PALOMAR AIRPORT ROADSTA 179+00 TO STA 189+00C-19BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING
9+00190+00191+00192+00193+00194+00195+00196+0PC: 193+58.99
PT: 193+95.40
PI: 194+48.75
L16L17L18C161℄R/WR/WR/WR/W℄℄℄121212127PALOMAR AIRPORT RDMH #31 STA 190+43.3918252L16C16L17L181487.14562.9236.4153.35201.27N65° 26' 39.28"EN66° 08' 10.45"EN66° 50' 04.50"EN68° 23' 28.08"EPIPELINE DATANUMBER RADIUS LENGTHLINE/CHORDDIRECTION290280270250260SCALE: HORIZ 1"=40' VERT 1"=8'PROFILE SCALES190+00191+00192+00193+00194+00195+00196+00189+00240INSTALL 26" Ø HDPE DR11 PE4710 BUTT FUSED FORCEMAINLEXIST GRADEOVER C OFPIPELINEPVI STA 190+54.23R = 65.50IE 257.70PVI STA 190+84.03R = 76.61IE 262.02S=0.0050PVI STA 195+56.69R = 150.03IE 270.30S=-0.0045S=0.1584S=0.0158+46.39FM IE 257.54MH IE 255.10+40.39IE 257.56MH # 31 - LOW POINTSTA 190+43.39RIM 269.58S=0.0209EVC +57.89IE 270.31BVC +55.49IE 270.28EVC +90.09IE 262.32BVC +79.26IE 261.47EVC +58.47IE 258.18BVC +48.82IE 257.53PVI STA 194+39.00R = 250.13IE 267.84EVC +39.63IE 267.85BVC +38.36IE 267.83290280270250260240CONSTRUCTION NOTESINSTALL 26" Ø DR11 HDPE 4710 (IPS) FORCEMAINWITH HEAT FUSED JOINTS.71EXCAVATE, BACKFILL AND COMPACT PIPE TRENCHPER COV STD DWG SWR-11 AND SWR-12.RESURFACE AC PAVEMENT PER COV STD DWGGS-26 AND GS-28.2INSTALL 6-FT Ø MANHOLE SIM TO COV STD DWGSWR-04, SWR-07, SWR-28, SWR-29 AND SWR-30B.18INSTALL HEAT FUSED HDPE TEE FITTING W/ 24" ØBRANCH FOR FLG ADAPTED FORCEMAIN OUTLETINCLUDING BACKING RINGS,INTERNAL STIFFENERPLATES, AND ALL HARDWARE/APPURTENANCESINCLUDING 24" x 6" Ø REDUCING FLANGE. PERDETAIL 1/C-23.25NSTA 189+00MATCH LINE SEE C-19STA 196+00MATCH LINE SEE C-21STA 189+00MATCH LINE SEE C-19STA 196+00MATCH LINE SEE C-21196+00DISPOSITION NOTESPROTECT IN PLACE.POTHOLE EXIST CROSSING UTILITIES ANDREPORT FINDINGS TO ENGINEER AT LEAST 14DAYS PRIOR TO TRENCH EXCAVATION.12189+00PALOMAR AIRPORT ROADSTA 189+00 TO STA 196+00C-20BUENA SANITATION DISTRICTSEE SHEET 1Know what'sbelow.Callbefore you dig.No. C70807REGISTERED PROFESSIONAL ENG IN E ER STATE OF CALIFORNIACIVILERIC R. LOVERING