4.12 Noise
Environmental Setting
Noise is generally defined as sound that is loud, disagreeable, or unexpected. Sound is mechanical energy transmitted in the form of a wave because of a disturbance or vibration. Sound levels are described in terms of both amplitude and frequency. Noise is commonly defined as unwanted sound. Airborne sound is a rapid fluctuation of air pressure above and below atmospheric pressure. Sound levels are usually measured and expressed in decibels (“dB”) with 0 decibels corresponding to the threshold of hearing.
Table 9, Definitions of Acoustical Terms Used, in this Report contains definitions of key technical terms.
Most sounds consist of a broad band of frequencies, with each frequency differing in sound level. The intensities of each frequency add together to generate a sound. 248
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Table 9
Definitions of Acoustical Terms Used in this Report
Term Definitions
Decibel, dB
A unit describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20.
Sound Pressure Level
Sound pressure is the sound force per unit area, usually expressed in microPascals (or 20 micro-Newtons per square meter), where 1 Pascal is the pressure resulting from a force of 1 Newton exerted over an area of 1 square meter. The sound pressure level is expressed in decibels as 20 times the logarithm to the base 10 of the ratio between the pressures exerted by the sound to a reference sound pressure (e.g., 20 micro-Pascals). Sound pressure level is the quantity that is directly measured by a sound level meter.
Frequency, Hz
The number of complete pressure fluctuations per second above and below atmospheric pressure. Normal human hearing is between 20 Hz and 20,000 Hz.
Infrasonic sound are below 20 Hz and Ultrasonic sounds are above 20,000 Hz.
A-Weighted Sound Level, dBA
The sound pressure level in decibels as measured on a sound level meter using the A-weighting filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise.
Equivalent Noise Level, Leq
The average A-weighted noise level during the measurement period. The hourly Leq used for this report is denoted as dBA Leq[h].
Community Noise Equivalent
Level, CNEL
The average A-weighted noise level during a 24-hour day, obtained after addition of 5 decibels in the evening from 7:00 PM to 10:00 PM and after addition of 10 decibels to sound levels in the night between 10:00 PM and 7:00 AM.
Day/Night Noise Level, Ldn or
DNL
The average A-weighted noise level during a 24-hour day, obtained after addition of 10 decibels to levels measured in the night between 10:00 PM and 7:00 AM.
Ln Values
L01, L10, L50, L90
The A-weighted noise levels that are exceeded 1%, 10%, 50%, and 90% of the time during the measurement period.
Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location.
Intrusive
That noise which intrudes over and above the existing ambient noise at a given location. The relative intrusiveness of a sound depends upon its amplitude, duration, frequency, and time of occurrence and tonal or informational content as well as the prevailing ambient noise level.
The method commonly used to quantify environmental sounds consists of evaluating all the frequencies of a sound in accordance with a weighting that reflects the facts that human hearing is less sensitive at low frequencies and extreme high frequencies than in the frequency mid-range. This is called "A" weighting, and the decibel level measured is called the A-weighted sound level (“dBA”). Although the Aweighted noise level may adequately indicate the level of environmental noise at any instant in time, community noise levels vary continuously. Most environmental noise includes a conglomeration of noise from distant sources, which creates a relatively steady background noise in which no particular source is identifiable. To describe the time-varying character of environmental noise, the statistical noise descriptors, L01, L10, L50, and L90, are commonly used. They are the A-weighted noise levels equaled or exceeded during 1%, 10%, 50%, and 90% of a stated time period. A single number descriptor called the 249
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Leq is also widely used and represents the average, or a weighted noise level during a stated period of time.
The Soledad General Plan and County General Plan provide land use compatibility guidelines for community noise levels. Normally acceptable noise levels range between 50 and 60 dBA for single-family residential land uses and between 50 and 70 dBA for neighborhood parks, schools, and commercial uses. Additionally, normally acceptable noise levels for agricultural land use range between 50 and 75 dBA (City of Soledad, 2005; Monterey County, 2010). Based on the City and County guidelines, sensitive noise receptors within the vicinity of the Proposed Project would include private residences, schools, and hospitals. The City’s General Plan does not include specific policies pertaining to construction noise.
In the absence of specific General Plan policies, the County General Plan policies are applicable.
Additional guidance is provided by the California Department of Transportation (“Caltrans”) 2018 Standard Specifications document (Section 14‐8.02A), which suggests that construction equipment should not exceed 86 dBA Lmax at a distance of 50 feet from job site activities between 9:00 PM to 6:00 AM.
Project components would be located within City ROWs, on school and park properties, agricultural land, and at the WRF. The distribution pipeline component of the Project is primarily surrounded by Single-Family Residential and Public Facility land uses (please refer to Figure 2). Sensitive receptors within the vicinity of the Project include residences adjacent to pipeline alignments and three (3) schools (i.e., Soledad High School, San Vicente Elementary School, and Jack Franscioni School) (see Figure 8). The Proposed Project is not located in the vicinity of a private airstrip or an airport land use plan, or within two miles of a public airport or public use airport.
Regulatory Environment
State
The State of California regulates vehicular and freeway noise affecting classrooms, sets standards for sound transmission and occupational noise control, and identifies noise insulation standards and airport noise/land-use compatibility criteria.
California General Plan Guidelines: The State of California General Plan Guidelines, published by the Governor’s Office of Planning and Research (“OPR”), also provides guidance for the acceptability of projects in specific CNEL/Ldn contours. The guidelines also present adjustment factors that may be used to arrive at noise acceptability standards that reflect the noise control goals of the community, the community’s sensitivity to noise, and the community’s assessment of the relative importance of noise pollution. For multi-family land uses, the State of California General Plan Guidelines identify a “normally acceptable” exterior noise level of up to 65 dBA CNEL/Ldn. Multi-family land uses are considered “conditionally acceptable” in noise environments of 60 to 70 dBA CNEL/Ldn, “normally unacceptable” in exterior noise environments of 70 to 75 dBA CNEL/Ldn, and “clearly unacceptable” in exterior noise environments exceeding 75 dBA CNEL/Ldn. Assuming a minimum exterior-to-interior noise reduction of 25 dB, an exterior noise environment of 70 dBA CNEL/Ldn would allow for a normally acceptable interior noise level of 45 dBA CNEL/Ldn.
California Code of Regulations: The California Commission of Housing and Community Development officially adopted noise insulation standards in 1974. In November 1988, the Building Standards Commission approved revisions to these standards (Title 24, Part 2, California Code of Regulations). Title 24 requires interior noise levels attributable to exterior sources must not exceed 45 dB in any habitable 250
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room. Additionally, the code specifies that multi-family residential buildings or structures that will be located in exterior CNEL (or Ldn) contours of 60 dBA, or greater, of sources such as a freeway, expressway, parkway, major street, thoroughfare, airport, rail line, rapid transit line or industrial noise source shall require an acoustical analysis showing that the building has been designed to limit intruding noise to an interior CNEL (or Ldn) of 45 dBA. Predictions must also be made for future noise levels for a period of at least ten years from the time of building permit application.
Local
City of Soledad General Plan: The City’s General Plan includes interior and exterior noise standards presented in Table 10 below.
Table 10
Interior and Exterior Noise Standards
Categories Uses
Interior1
Energy
Average CNEL
Exterior2
Energy
Average CNEL
Residential Single Family, Duplex, Multi-Family 453 65
Residential Mobile Home --- 654
Commercial, Industrial,
and Institutional Motel, Hotel, Transient Lodging 45 655 Commercial, Industrial,
and Institutional Commercial Retail, Bank, Restaurant 55 --- Commercial, Industrial,
and Institutional
Office Building, Research and Development,
Professional Office, Government Office 50 ---
Commercial, Industrial,
and Institutional
Amphitheater, Concert Hall, Auditorium,
Meeting Hall 45 ---
Commercial, Industrial,
and Institutional Gymnasium 50 ---
Commercial, Industrial,
and Institutional Sports Club 55 ---
Commercial, Industrial,
and Institutional
Manufacturing, Warehousing, Wholesale,
Utilities 65 ---
Commercial, Industrial,
and Institutional Movie Theaters 45 ---
Institutional Hospitals, Schools 45 65
Institutional Church, Library 45 ---
Open Space Parks --- 65
Table 10 Notes:
1. Indoor environment excluding bathrooms, closets, and corridors.
2. Outdoor environment limited to private yards of single-family residences, multi-family private patio or balcony served by a means of exit from inside, mobile home parks, hospital patio, park picnic area, school playground, hotel/motel recreation area.
3. Noise level requirements with closed windows. Mechanical ventilation systems or other means of natural ventilation shall be provided per Chapter 12 Section 1205 of the Uniform Building Code.
4. Exterior noise level should be such that interior level will not exceed 45 CNEL.
5. Except areas affected by aircraft noise.
Source: City, 2005a
Additionally, the Noise Element of the City’s General Plan has the following goals and policies relevant to the Proposed Project:4
4 Refer to the Noise Element of the City’s General Plan for copies of the figures referenced here. 251
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Goal-1: To preserve the quiet rural setting of the City and protect citizens from exposure to excessive levels of noise.
N2: Where nonresidential land uses are likely to generate noise levels exceeding those shown on Figure X1 on adjacent or nearby existing or planned noise sensitive uses, the City shall require preparation of an acoustical analysis as part of the environmental review process so that noise mitigation may be included in the project design.
N5: Where noise mitigation measures are required to achieve the standards described in Figure X2, the emphasis of such measures shall be placed on site planning and project design. The use of noise barriers shall be considered as a means of achieving the noise standards only after all other practical design-related mitigation measures have been integrated into the project.
Monterey County General Plan: The 2010 County General Plan provides the following policy for mitigating noise impacts applicable to the Proposed Project:
Policy PS-8.3: Programs for the routine inspection of food, water systems, sewage disposal, public housing, institutions, labor camps, swimming pools, recreation facilities, locations of hazardous substances, and noise hazards shall be established or maintained.
Would the project result in:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Generation of a substantial temporary or permanent
increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable
standards of other agencies?
b) Generation of excessive groundborne vibration or
groundborne noise levels?
c) For a project located in the vicinity of a private airstrip or an airport land use plan or, where such a plan has
not been adopted, in two miles of a public airport or
public use airport, would the project expose people
residing or working in the project area to excessive
noise levels?
Impact Discussion
a. Would the project result in generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? The Proposed Project would result in temporary construction-related noise and ongoing operational noise, as discussed below.
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Construction
Construction noise typically occurs intermittently and varies depending upon the location or phase of construction (e.g., land clearing, grading, building construction). Noise generated by construction equipment, including earth movers, material handlers, and portable generators, can reach high levels.
Initial site preparation phases, including grading and excavation activities, tend to involve the most equipment and result in the highest average-hourly noise levels. Table 11 summarizes noise levels commonly associated with construction equipment. As noted in Table 11, instantaneous noise levels (in dBA Lmax) generated by individual pieces of construction equipment typically range from approximately 80 dBA to 85 dBA Lmax at 50 feet. Typical operating cycles may involve two (2) minutes of full power, followed by three (3) or four (4) minutes at lower settings. Average-hourly noise levels for individual equipment range from 73 to 82 dBA Leq. Based on typical off-road equipment usage rates and assuming multiple pieces of equipment operating simultaneously in a localized area, average-hourly noise levels could reach levels of approximately 80 dBA Leq at roughly 100 feet.
Table 11
Construction Equipment Noise Emission Levels
Equipment
Typical Noise
Level (dBA) 50 ft
from Source
Typical Noise Level
(dBA) 100 ft from
Source1
Typical Noise Level
(dBA) 200 ft from
Source1
Typical Noise Level
(dBA) 400 ft from
Source1
Air Compressor 81 75 69 63
Backhoe 80 74 68 62
Ballast Equalizer 82 76 70 64
Ballast Tamper 83 77 71 65
Compactor 82 76 70 64
Concrete Mixer 85 79 73 67
Concrete Pump 82 76 70 64
Concrete Vibrator 76 70 64 58
Dozer 85 79 73 67
Generator 81 75 69 63
Grader 85 79 73 67
Impact Wrench 85 79 73 67
Jack Hammer 88 82 76 70
Loader 85 79 73 67
Paver 89 83 77 71
Pneumatic Tool 85 79 73 67
Pump 76 70 64 58
Roller 74 68 62 56
Source: U.S. Department of Transportation, Transit Noise and Vibration Impact Assessment, 2006 Construction generated noise levels drop off at a rate of about 6 dBA per doubling of distance between the source and receptor.
Construction of the recycled water pump station at the WRF would occur approximately 1,800 feet west of the nearest sensitive residential receptor and is not anticipated to result in construction noise impacts. Likewise, installation of the transmission pipeline through the agricultural easement in unincorporated Monterey County would occur approximately 1,400 feet northeast of the nearest sensitive residential receptor and is not anticipated to result in construction noise impacts at this location. However, agricultural workers, if present, could potentially be impacted by construction of this component of the Project. Many residential and educational sensitive receptors located in the areas where the distribution pipelines would be installed in roadway ROWs throughout the City. Construction 253
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activities associated with the distribution system could occur within 25-feet of these residences and within 150 feet of schools (depending on final pipeline alignment). Limited improvements at some of the park and school sites to connect the distribution system to existing water system may also generate noise during construction that could impact park users or students.
The Proposed Project could result in temporary significant noise impacts from installation of the transmission main (impacts to agricultural workers) and the distribution pipeline (residential and educational receptors) based on the noise emissions identified in Table 11. However, construction activities would be temporary in nature and would not be concentrated in a single location due to the linear nature of pipeline installation. Project construction would be limited to the hours of 8:00 AM and 5:00 PM, Monday through Friday, with no nighttime, weekend, or holiday construction proposed. No permanent noise increase would occur as a result of construction of the Proposed Project. In addition, the Project includes construction BMPs, including use of mufflers on construction equipment and use of temporary noise barriers to reduce noise during construction. This represents a less than significant impact.
Operation
Once operational, the Proposed Project would not result in a substantial permanent noise increase. The pipeline and transmission main components would be located underground and would not generate substantial noise. The aboveground components of the Proposed Project would be limited to the recycled water pump station at the existing WRF. As stated previously, there are no sensitive receptors in close proximity to the WRF site. In addition, the existing WRF already generates operational noise and the recycled water pump station is not anticipated to substantially increase operational noise compared to existing conditions. In addition, the recycled water pump station at the existing WRF would not introduce new sources of noise in closer proximity to sensitive residential receptors compared to existing conditions. The Proposed Project would not result in new sources of substantial operational noise during operation and would not result in a permanent increase in ambient noise levels. This represents a less than significant impact.
b. Would the project result in generation of excessive groundborne vibration or groundborne noise levels?
Construction
The Proposed Project would generate temporary groundborne vibration during construction. A vibration impact could occur where noise-sensitive land uses are exposed to excessive vibration levels. The nearest sensitive receptors are located as close as 25 feet from distribution pipeline installation. People residing or attending school adjacent to the Proposed Project area could be exposed to temporary groundborne vibration or groundborne noise levels during construction. Vibratory compactors or rollers and pavement breakers can generate perceptible vibration. Heavy trucks can also generate groundborne vibration, which varies depending on vehicle type, weight, and pavement conditions. The Federal Transit Authority has published standard vibration levels and peak particle velocities for construction equipment. Table 12 below summarizes these standards for construction equipment. 254
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Table 12
Vibration Velocities for Construction Equipment
Equipment
Approximate
Velocity Level
at 25 Feet
(“VdB”)
Approximate Peak
Particle Velocity
at 25 Feet
(“inches/second”)
Approximate Peak
Particle Velocity
at 50 feet
(“inches/second”)
Approximate Peak
Particle Velocity
at 400 feet
(“inches/second”)
Pile Driving
(sonic) 104 0.644 N/A1 0.006
Pile Driver
(impact) 112 1.518 N/A1 0.015
Large
Bulldozers 87 0.089 0.031 0.001
Small
Bulldozer 58 0.003 0.001 0.000
Loaded
Trucks 86 0.076 0.027 0.001
Jackhammer 79 0.035 N/A1 0.000
Note: Data reflects typical vibration level. Source: (U.S. Department of Transportation, May 2006) For purposes of this analysis, excessive groundborne vibration would be 0.2 inches per second (as derived from the U.S. Department of Transportation, Earthborne Vibrations Technical Advisory equation for attenuation of vibration) which is the level at which vibration could cause damage to masonry and wood buildings. Vibration levels from construction equipment attenuate as they radiate from the source (U.S. Department of Transportation, May 2006).
Sensitive receptors in the area could be exposed to groundborne vibrations of varying magnitudes depending on the type of equipment and proximity to construction activities, as shown in Table 12.
Ground disturbing activities associated with project grading and excavation could involve the operation of bulldozers, compactors, and loaded trucks. These activities could impact sensitive receptors in the area. The vibration level associated with these types of equipment would attenuate to a maximum of approximately 0.089 inches per second at 25 feet, which would be barely perceptible and would be well under the threshold of 0.2 inches per second (U.S. Department of Transportation, May 2006).
Construction activities could occur in 25-feet of residences in the Project area to install pipelines in the roadway ROWs. Construction activities would be temporary in nature and would not be concentrated in a single location due to the linear nature of pipeline installation. Installation of the transmission pipeline would require similar construction equipment as the distribution system pipeline and would be located approximately 1,400 feet from the nearest residential receptor. More extensive construction activities for the recycled water pump station would occur at the existing WRF site. The nearest sensitive receptor is 1,800 feet east of the WRF site and would not be impacted by construction vibration. Vibration associated with the construction of the Proposed Project would be below levels that could cause damage to structures, would not result in prolonged interference for sensitive receptors, and would barely be perceptible. This represents a less than significant impact.
Operation
Once operational, the Proposed Project would not generate excessive or substantial vibration. The majority of Proposed Project components would be located underground and would not produce substantial vibrations. The aboveground components of the Proposed Project would be limited to the recycled water pump station, which would not result in substantial vibration during operation. 255
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Operation of the Proposed Project would not introduce new sources of substantial vibration. This represents a less than significant impact.
c. For a project located in the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people be residing or working in the project area to excessive noise levels? The Proposed Project is not located in the vicinity of a private airstrip or an airport land use plan, or within two (2) miles of a public or public use airport. Therefore, no impact would occur.
4.13 Population and Housing
Environmental Setting
The Proposed Project is located primarily in the City of Soledad, with a segment of proposed pipeline located in unincorporated Monterey County. The City has an approximate population of 24,925 persons inhabiting 4,524 housing units (US Census Bureau, 2024). The Proposed Project is intended to serve existing parks and schools within the Proposed Project area with recycled water. The Proposed Project does not involve new residential or commercial development or additional residential or commercial water connections.
Regulatory Setting
Local
City of Soledad General Plan: The Housing Element of the City’s General Plan contains the following policy related to the Proposed Project:
H-10. The City of Soledad shall ensure the availability of adequate public facilities for the expected housing need of the city.
Monterey County General Plan: The 2010 Monterey County General Plan includes a Housing Element that identifies policies to address population and housing.
Policy H-2.13 Assist in infrastructure and public facility improvements that support existing and new affordable housing.
Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Induce substantial unplanned population growth in
the area, either directly (for example, by proposing
new homes and businesses) or indirectly (for example,
through extension of roads or other infrastructure)?
b) Displace substantial numbers of existing people or
housing, necessitating the construction of
replacement housing elsewhere?
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Impact Discussion
a. Would the project induce substantial unplanned population growth in the area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)?
The Proposed Project involves augmentation of the City’s recycled water infrastructure to offset the use of potable water for irrigation of sports fields and parks across the City. The recycled water associated with the Proposed Project would irrigate park facilities and school fields and would not augment the City’s drinking water supply. Therefore, the Project would not supply water to new or existing homes and would not induce, directly or indirectly, substantial unplanned population growth. For these reasons, no impact would occur.
b. Would the project displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere?
The Proposed Project would reduce the demand for groundwater by providing recycled non-potable water for irrigation of school fields and parks across the City. Improvements to expanding recycled water infrastructure to provide this recycled water to school and recreational facilities within the City would occur within existing roadway ROWs, agricultural easements, and the existing WRF site. These improvements would not displace people or housing, and the Proposed Project would not require construction of replacement or additional housing elsewhere. Therefore, no impact would occur.
4.14 Public Services
Environmental Setting
Key public services to the Proposed Project area (police protection, fire protection, etc.) are provided by the following agencies.
Police
The Soledad Police Department provides police protection services for Project components in the City.
The department consists of 21 law enforcement officers and three civilian personnel and is located at 236 Main Street, adjacent to proposed pipeline alignments along Main Street and Monterey Street and approximately 0.8 miles from the WRF (City of Soledad, 2024a). Additionally, the Monterey County Sheriff's Office provides police protection services for unincorporated areas of Monterey County, and would provide police protection for project components within County jurisdiction. The Department’s headquarters are located at 1414 Natividad Road in Salinas, which is approximately 25 miles northwest of the Booster Pump Station 66 site (Monterey County Sheriff’s Office, 2024).
Fire
The City of Soledad contracts with CALFIRE to provide fire services to the City and the unincorporated Mission-Soledad Fire Protection District. The Soledad Fire Department, in coordination with CALFIRE, serves approximately 34,000 citizens within approximately 97 square miles of City and County land (City of Soledad, 2024b). The Soledad Fire Department is located at the corner of Monterey Street and Main 257
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Street, approximately 50 feet from pipeline alignments along these roads and approximately 0.8 miles from Project components located at the WRF.
Schools
The SUSD serves the schools within the Project area. These include four preschools, five elementary schools, one middle school, two high schools, and one special education, one adult, and one alternative school. The Project would provide recycled water to six of the 15 schools in the City, which would require connections to existing water systems within school properties. Please see Section 1.5, Proposed Project for a list of schools that would be served by the Proposed Project.
Parks
The Proposed Project would serve 14 total parks in the City, consisting of 13 existing City parks and the future Toledo Park to be located south of the intersection of Gabilan Drive and Vista Avenue, which would require connections to existing water systems within park properties. Please refer to Section 1.5, Proposed Project for a list of parks that the Proposed Project would serve.
Regulatory Setting
Local
City of Soledad General Plan: The City’s fire department oversees the Mission Soledad Rural Fire Protection District, a special district comprising approximately 42,000 acres bounded by the foothills of the Gabilan Range and the Santa Lucia Mountains. The City also has a mutual aid agreement with CALFIRE for fire protection services. The Public Services and Facilities Element of the City’s General Plan contains the following policies applicable to the Proposed Project:
S2: The City shall plan for the expansion of needed water and sewer infrastructure including, but not limited to, the expansion of water production, storage and distribution facilities, the expansion of wastewater collection and treatment capacity, and storm drainage facility expansion.
S38: The City shall ensure that all proposed developments are reviewed for compliance with fire safety standards per the Uniform Fire Code and other City standards and ordinances.
Additionally, the Parks and Recreation Element of the City’s General Plan contains the following policies applicable to the Proposed Project:
PR15: Parks shall include adequate support facilities such as parking and restrooms.
PR25: New development shall not adversely impact adjacent parks, recreation, or open space lands.
Monterey County General Plan: None of the policies provided in the 2010 County General Plan related to public services are applicable to the Proposed Project. 258
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Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
Result in substantial adverse physical impacts associated with the provision of new or physically altered
governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to
maintain acceptable service ratios, response times, or
other performance objectives for any of the public
services:
a) Fire protection?
b) Police protection?
c) Schools?
d) Parks
e) Other public facilities
Impact Discussion
a. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times, or other performance objectives for fire protection? The Proposed Project involves construction of a recycled water pump station at the WRF and a transmission pipeline and water distribution pipelines within farmland easements in unincorporated Monterey County and the City roadway ROWs. Construction within the City roadway ROWs would involve grading and trenching for installation of the distribution pipelines across the City. Construction of the pipelines would occur within approximately 50 feet of the City’s fire station. However, while the Proposed Project would result in short-term lane or road closures, all such closures would occur in accordance with a traffic control plan reviewed and approved by the City as part of the encroachment permit process. This would ensure that the proposed road or lane closures would not interfere with emergency response vehicles or area evacuation in an emergency. Although unlikely, potential construction-related emergencies could require both CALFIRE and the Soledad Fire Department to respond. The Proposed Project would have no post-construction impacts. Therefore, this impact would be less than significant.
b. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for police protection?
The Proposed Project involves construction and operation of a recycled water pump station and associated transmission and distribution pipelines across the City and unincorporated Monterey County.
Although unlikely, potential construction-related emergencies could require both the Monterey County Sheriff’s Office and the Soledad Police Department to respond. Construction would occur over 18-24 259
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months and would not significantly impact police protection services or require construction of new or remodeled facilities. Once operational, the Proposed Project would not require additional demand for police services. Therefore, this impact is less than significant. c. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for schools? Construction of the Proposed Project would occur at the WRF, easements in unincorporated Monterey County, and within City roadway ROWs. While the Proposed Project would supply recycled water for irrigation at local schools, the majority of construction would occur within the roadways to connect the new distribution pipelines to existing water infrastructure, with additional work within some City parks/schools to connect the recycled water distribution system to the existing sites’ water infrastructure. Work at the schools and parks includes installing irrigation meters, disconnecting the potable water system from the irrigation system, installing irrigation piping, and replacing sprinkler heads with Title 22 compliant purple colored recycled water sprinkler heads. Construction would occur over 18-24 months and some construction would occur adjacent to or within the grounds of local schools. However, the Proposed Project would not significantly impact school operation or performance objectives. No post-construction impacts would occur in relation to local school operation and performance standards. This represents a less than significant impact. d. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for parks? While the Proposed Project would supply recycled water for irrigation at local parks, the majority of construction would occur within the roadway ROWs to connect the new distribution pipelines to existing water infrastructure, with additional work within some City parks/schools to connect the recycled water distribution system to the water infrastructure at the existing sites. Construction would occur over 18-24 months and some construction would occur adjacent to or within the grounds of local parks. However, parks would remain open during construction and the Proposed Project would not significantly impact park services. No post-construction impacts would occur in relation to local park operation and performance standards. This represents a less than significant impact. e. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for other public facilities?
The Proposed Project would involve expansion of recycled water distribution across the City and would have no physical impacts on other public facilities. The Project would not require the construction of new or remodeled facilities. Therefore, no impact would occur. 260
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4.15 Recreation
Environmental Setting
The Proposed Project would primarily be located in City ROWs and at the WRF; however, the Project would replace or convert existing irrigation connections on park properties throughout the City.
Construction would occur at 14 City parks comprising primarily of baseball and soccer fields, open lawn areas, and pedestrian pathways. Schools can also provide limited recreational facilities to the community (e.g., turf areas). Please refer to Section 1.5, Proposed Project for a list of parks that would be served by the Proposed Project.
Regulatory Environment
Local
City of Soledad General Plan: the Parks and Recreation Element of the City’s General Plan contains the following policies applicable to the Proposed Project:
PR15: Parks shall include adequate support facilities such as parking and restrooms.
PR25: New development shall not adversely impact adjacent parks, recreation, or open space lands.
Monterey County General Plan: None of the policies provided in the 2010 County General Plan related to recreational facilities are applicable to the Proposed Project.
Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Increase the use of existing neighborhood
and regional parks or other recreational
facilities such that substantial physical
deterioration of the facility would occur or be
accelerated?
b) Include recreational facilities or require the
construction or expansion of recreational
facilities which might have an adverse
physical effect on the environment?
Impact Discussion
a. and b. Would the project increase the use of existing neighborhood and regional parks or other recreation facilities such that substantial physical deterioration of the facility would occur or be accelerated? Include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? The Proposed Project would provide recycled non-potable recycled water for irrigation to local parks and recreational facilities on school campuses within the City. Construction of the required recycled 261
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water pump station would occur at the WRF, and construction of the necessary transmission and distribution pipelines would occur on County farmland and within City roadway ROWs. To supply recycled water to irrigation infrastructure at local parks and school fields, the Proposed Project would connect new pipeline infrastructure to existing infrastructure within the roadways adjacent to local parks and schools. The Proposed Project would require some limited construction within some school/park sites to connect the recycled water distribution pipeline to the sites’ existing water systems.
Work at the schools and parks includes installing irrigation meters, disconnecting the potable water system from the irrigation system, installing irrigation piping, and replacing sprinkler heads with Title 22 compliant purple colored recycled water sprinkler heads. Excavation and disturbance at the schools and parks are anticipated to be minimal. Closures of the schools and parks is not anticipated. Work areas are anticipated to be limited to locations at irrigation facilities and restored to pre-project conditions.
Operation of the Proposed Project would provide recycled water for irrigation as a part of general maintenance of recreational fields. Therefore, the Project would not increase the use of existing parks or other recreational facilities. For these reasons, this impact is less than significant.
4.16 Transportation
Environmental Setting
Regional access to the Proposed Project area is provided via Highway 101 and SR 146. Local access to the WRF site is provided via Morisoli Road. The distribution system installation would occur within various local roadways within the City. Installation would occur within the following roadway ROWs:
Front Street
Market Street
West Street
Monterey Street
Main Street
North Street
Andalucia Drive
Metz Road/SR 146
Dixi Street
Palm Avenue
Oak Street
State Street
Park Street
Walker Drive
Orchard Lane
3rd Street
Vineyard Drive
Vista de Soledad
Gabilan Drive
Prado Drive
Mirada Street
Toledo Street
San Antonio Street
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Santa Barbara Street
Vista Avenue
Vida Street
Entrada Drive
These local roadways are two-directional, typically with two to four total lanes. The Proposed Project does not include any Caltrans designated scenic highways, although SR 146 is listed as an eligible scenic highway (see 4.1 Aesthetics).
The City’s 2005 General Plan qualitatively evaluated existing traffic conditions using the Level of Service (“LOS”) metric. LOS is a qualitative assessment of motorist and passenger perceptions of traffic conditions. LOS generally reflects traveling conditions such as travel time and speed and freedom to maneuver, traffic interruptions, and volume to capacity ratios to approximate driver satisfaction. The LOS measures differ by roadway type and are designated as LOS A to LOS F. LOS A represents free-flow conditions, while LOS F indicates excessive delays and congestion. However, as of July 2020, the current CEQA metric for evaluating transportation impacts is Vehicle Miles Traveled (“VMT”) as described further below. The City has not adopted a threshold of significance for CEQA impacts from VMT.
Regulatory Environment
State
Senate Bill 743: SB 743 required that starting July 2020 transportation impact for projects per CEQA be based on a project’s VMT. CEQA Guidelines Section 15064.3, subdivision (b)(1) calls for the evaluation of transportation impacts of projects based on VMT. CEQA uses the VMT metric to evaluate a project’s transportation impacts. The publication Technical Advisory on Evaluating Transportation Impacts in CEQA, State of California Governor’s Office of Planning and Research, December 2018, suggests that a significant environmental impact would occur if a project would generate more than 110 trips per day.
Local
City of Soledad General Plan: The following policies from the Circulation Element of the City’s General Plan are applicable to the approved project:
C6: The City shall not approve new commercial or industrial development that encourages customers, employees or deliveries to use residential streets. The circulation system shall be designed so that nonresidential traffic (especially truck traffic) is confined to nonresidential areas.
C19: On street truck parking shall be prohibited where such parking restricts adequate sight distances or otherwise poses a potentially hazardous situation.
Monterey County General Plan: The 2010 Monterey County General Plan includes policies related to transportation and circulation. Relevant policies are listed below.
Policy C-2.7: New development shall be located and designed with convenient access and efficient transportation for all intended users and, where possible, consider alternative transportation modes.
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Policy C-4.3: The needs of bicyclists and pedestrians, as well as provisions for utilities and drainage, shall be considered and, where appropriate, provided in all public rights-of-way in a manner that minimizes impacts to adjacent land uses.
Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Conflict with a program, plan, ordinance, or policy
addressing the circulation system, including transit,
roadway, bicycle, and pedestrian facilities?
b) Conflict or be inconsistent with CEQA Guidelines
section 15064.3, subdivision (b)?
c) Substantially increase hazards due to a geometric
design feature (e.g., sharp curves or dangerous
intersections) or incompatible uses (e.g., farm
equipment)?
d) Result in inadequate emergency access?
Impact Discussion
a. and b. Would the project conflict with a program, plan, ordinance, or policy addressing the circulation system, including transit, roadway, bicycle, and pedestrian facilities? Would the project conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b)? At each school and park, a new recycled water lateral pipeline is anticipated to be installed beneath the sidewalk requiring a temporary closure of the sidewalk for pedestrian safety during construction. Traffic control plans will be developed to temporarily re-route pedestrian traffic around the work area during construction.
Pipeline construction beneath crosswalks is anticipated requiring a temporary closure of the crosswalk for pedestrian safety during construction. Traffic control plans will be developed to temporarily re-route pedestrian traffic around the work area during construction.
Pipeline construction beneath bike lanes and bikes paths is anticipated to be minimal. If construction requires temporary closure of a bike lane and bike path for safety traffic control plans will be developed to temporarily re-route bicycle traffic around the work area during construction.
The Proposed Project would result in temporary construction related traffic due to construction worker vehicle trips and temporary lane closures. The Project would result in a nominal increase in operational traffic associated with regular maintenance of the system components. CEQA Guidelines Section 15064.2 subdivision (b)(1) calls for the evaluation of transportation impacts of projects based on VMT.
CEQA uses the VMT metric to evaluate a project’s transportation impacts. The City has not yet adopted VMT thresholds. In the absence of City and County VMT standard metrics, this IS/MND relies on the Office of Planning and Research’s recommended small project screening threshold to determine whether the Proposed Projects VMT effects would be significant. For the IS/MND the Proposed Project would result in a significant traffic-related effect if the Proposed Project would exceed 110 daily trips. 264
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Construction
The Proposed Project would result in temporary construction-related traffic. Construction would require 10 workers onsite at any given time during the duration of construction. Most of the equipment for the distribution pipeline and transmission pipeline would be brought to the construction site and would be stored at temporary staging areas along the pipeline and transmission alignment. These locations would change over the course of construction due to the linear nature of the pipeline component.
Construction materials and equipment for the recycled water pump station would be located at the existing WRF site throughout construction.
Trucks would bring materials such as water pipes, gravel, and asphalt for the road, etc. to the site. These deliveries would take place over the course of construction of the Proposed Project. Construction of the Project would be phased over the course of 18-24 months, and construction hours would be limited to 8:00 AM and 5:00 PM, Monday through Friday. No construction would occur on weekends or holidays.
Based on the construction schedule, and the temporary nature of construction, it is unlikely that construction traffic would exceed the threshold of 110 daily trips. Due to the temporary nature of construction, and phased approach, this impact would be less than significant.
The Proposed Project could require temporary closures to pedestrian sidewalks and bicycle lanes during installation of the distribution pipeline. All closures would be in accordance with a traffic control plan included as part of the encroachment permit. All closures would be temporary, would last only as long as required to install specific segments of pipeline, and would cease following completion of construction. This represents a less than significant impact.
Operation
Once operational, the pipeline components of the Proposed Project would be located underground and would not interfere with roadway, bicycle, or pedestrian systems. Upon Project completion, the project would not impact bike or pedestrian facilities. The Proposed Project may generate additional traffic trips during operation compared to existing conditions. These trips would occur in connection with periodic deliveries of material and maintenance related activities of the Project components, as well as routine daily traffic trips associated with on-site operational employees, similar to existing conditions.
Anticipated operational traffic trips would be well below the threshold of 110 daily trips. This represents a less than significant impact.
c. Would the project substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? The Proposed Project would not substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersection) or incompatible uses. The Proposed Project would implement a traffic control plan to manage lane and road closures due to construction, which would ensure no temporary hazards would occur due to a geometric design feature. Once completed, the distribution pipelines would be located underground and would not create any hazards from geometric design features. The transmission main and recycled water pump station would not be located within public roadways. The Proposed Project is the extension of recycled water service to City parks and schools and would not introduce incompatible uses. This represents a less than significant impact. 265
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d. Would the project result in inadequate emergency access? The Proposed Project would not result in inadequate emergency access. The Proposed Project consists of new pipelines and would not impact emergency access. While the Proposed Project would result in short-term lane or road closures, all such closures would be conducted in accordance with a traffic control plan reviewed and approved by the City as part of the encroachment permit process. This would ensure that the proposed road or lane closures would not result in adequate emergency access (see Section 4.9 Hazards and Hazardous Materials). No impact would occur.
4.17 Tribal Cultural Resources
Basin Research Associates, Inc. (“BASIN”) prepared a Cultural Resources Assessment Report for the Proposed Project in August 2024. The Cultural Resources Assessment Report includes the results of background research and field reconnaissance of the Proposed Project’s APE. Background research consisted of a records search from the Northwest Information Center at Sonoma State University, a Sacred Lands File search with the Native American Heritage Commission, and Native American consultation in support of consultation under AB 52. The field reconnaissance consisted of a pedestrian survey of the APE on July 12, 2024, which investigated the APE for cultural and Tribal cultural resources.
Environmental Setting
Regional History
Prior to Euro-American contact, the area now known as Monterey County was inhabited by native speakers of the Costanoan, Esselen, and Salinan languages. The traditional way of life for the native inhabitants was largely destroyed in the 1760s with the arrival of Euro-Americans.
The Ohlone inhabited a large range along the coast of California that extended from the San Francisco Peninsula south to the Monterey Peninsula and included inland areas from the Santa Clara Valley through San Juan Batista. While first contact between Indigenous communities and Europeans took place in 1542, followed half a century later in 1602, European settlement began in the 1760’s when the Spanish decided to establish colonies. The establishment of Misión San Carlos de Borromeo de Carmelo marked the beginning of a period of intense Native American conversion to Catholicism. After Mexico gained its independence from Spain in 1820, the government granted most land around Monterey to wealthy Mexican families as large tracts of lands known as ranchos. Following the 1846 capture of California by the United States, industry in the Salinas valley shifted away from grazing lands and towards agriculture. As the competition for land increased with the arrival of Anglo settlers, Native American communities continued to disappear.
Regulatory Environment
Federal
National Historic Preservation Act. Section 106 of the National Historic Preservation Act of 1966 (54 U.S.C. § 300301 et seq.), as amended, requires that a federal agency with direct or indirect jurisdiction over a proposed federal or federally assisted undertaking, or issuing licenses or permits, consider the effect of the proposed undertaking on historic properties. A historic property may include a prehistoric or historic-era building, structure, object, site or district included in, or eligible for inclusion in, the 266
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National Register maintained by the U.S. Secretary of the Interior. Federal agencies must also allow the ACHP to comment on the proposed undertaking and its potential effects on historic properties. The implementing regulations for Section 106 of the NHPA (36 CFR 800) require consultation with the SHPO, the ACHP, federally recognized Indian tribes and other Native Americans, and interested members of the public throughout the compliance process. The four principal steps are:
Initiate the Section 106 process, including consultation with interested parties (36 CFR 800.3); Identify historic properties, i.e., resources included in or eligible for inclusion in the National Register (36 CFR 800.4);
Assess the effects of the undertaking on historic properties within the area of potential effect (36 CFR 800.5); and
Resolve adverse effects (36 CFR 800.6).
Adverse effects on historic properties are often resolved through preparation of a Memorandum of Agreement or Programmatic Agreement developed in consultation between the federal agency, the SHPO, Indian tribes, and interested members of the public. The ACHP is also invited to participate. The agreement describes stipulations to mitigate adverse effects on historic properties listed in or eligible for the National Register (36 CFR 60).
State
California Public Resources Code: Several sections of the California PRC protect cultural resources located on public land. Under PRC Section 5097.5, no person shall knowingly and willfully excavate upon, or remove, destroy, injure, or deface, any historic or prehistoric ruins, burial grounds, archaeological or vertebrate paleontological site (including fossilized footprints), inscriptions made by human agency, rock art, or any other archaeological, paleontological, or historical feature situated on public lands, except with the express permission of the public agency that has jurisdiction over the lands. Violation of this section is a misdemeanor.
PRC Section 5097.98 states that if Native American human remains are identified within a project area, the landowner must work with the Native American Most Likely Descendant as identified by the NAHC to develop a plan for the treatment or disposition of the human remains and any items associated with Native American burials with appropriate dignity. Section 15064.5 of the State CEQA Guidelines also addresses these procedures. California Health and Safety Code Section 7050.5 prohibits disinterring, disturbing, or removing human remains from a location other than a dedicated cemetery. Section 30244 of the PRC requires reasonable mitigation for impacts on paleontological and archaeological resources that occur because of development on public lands.
California Health and Safety Code: California Health and Safety Code Section 7050.5 regulates the treatment of human remains. In the event of discovery or recognition of any human remains in any location other than a dedicated cemetery, there shall be no further excavation or disturbance of the site, or any nearby area reasonably suspected to overlie adjacent remains until the coroner of the county in which the human remains are discovered has determined that the remains are not subject to his or her authority. If the coroner recognizes the human remains to be those of a Native American or has reason to believe that they are those of a Native American, he or she shall contact the NAHC by telephone within 24 hours.
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Native American Heritage Commission: The NAHC was created by statute in 1976, is a nine-member body appointed by the Governor to identify and catalog cultural resources (i.e., places of special religious or social significance to Native Americans and known graves and cemeteries of Native Americans on private lands) in California. The Commission is responsible for preserving and ensuring accessibility of sacred sites and burials, the disposition of Native American human remains and burial items, maintaining an inventory of Native American sacred sites located on public lands, and reviewing current administrative and statutory protections related to these sacred sites.
State Assembly Bill 52: Prior to the enactment of Assembly Bill 52, the State of California found current laws provided limited protection for sites, features, places, objects, and landscapes with cultural value to California Native American Tribes. These items and locations included the protection of Native American sacred places such as places of worship, religious or ceremonial sites, and sacred shrines.
California Native Americans have used, and continue to use, natural settings in the conduct of religious observances, ceremonies, and cultural practices and beliefs. These resources reflect the Tribes’ continuing cultural ties to the land and their traditional heritage. Many of these archaeological, historical, cultural, and sacred sites are not located in the current boundaries of California Native American reservations and rancherias, and therefore are not covered by the protectionist policies of Tribal governments. To recognize California Native American Tribal sovereignty and the unique relationship of California local governments and public agencies with California Native American Tribal governments, and respecting the interests and roles of project proponents, the Legislature enacted AB 52 Native Americans: California Environmental Quality Act.
AB 52 formally recognizes that California Native American prehistoric, historic, archaeological, cultural, and sacred places are essential elements in Tribal cultural traditions, heritages, and identities. California Native American Tribes are experts regarding their Tribal history and practices for which they are traditionally and culturally affiliated. Due to this unique history, and to uphold existing rights of all California Native American Tribes to participate in, and contribute their knowledge to, environmental analysis, projects should include Tribal knowledge about the land and Tribal cultural resources at issue.
Projects should also consider a potential significant impact on those resources. Therefore, a meaningful consultation between California Native American Tribal governments and lead agencies, respecting the interests and roles of all California Native American Tribes and project proponents, and the level of required confidentiality concerning Tribal cultural resources shall occur. Doing so will allow identification of potential Tribal cultural resources onsite and incorporation of culturally appropriate mitigation measures considered by the decision-making body of the lead agency. Doing so also enables California Native American Tribes to manage and accept conveyances of, and act as caretakers of, Tribal cultural resources and ultimately establishes that a substantial adverse change to a Tribal cultural resource has a significant effect on the environment.
Local
City of Soledad General Plan: The City’s General Plan includes policies related to the preservation of cultural resources. Please see Section 4.5, Cultural Resources for further discussion.
Monterey County General Plan: The 2010 Monterey County General Plan includes policies related to the preservation of cultural resources, please see Section 4.5, Cultural Resources. 268
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Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code § 21074 as either a site,
feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a
California Native American tribe, and that is:
i) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of
historical resources as defined in Public Resources
Code Section 5020.1(k), or
ii) A resource determined by the lead agency, in its
discretion and supported by substantial evidence, to
be significant pursuant to criteria set forth in
subdivision (c) of Public Resources Code Section
5024.1. In applying the criteria set forth in
subdivision (c) of Public Resources Code Section
5024.1, the lead agency shall consider the
significance of the resource to a California Native
American tribe.
Impact Discussion
a.i. and a.ii, Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code § 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is: Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code Section 5020.1(k), or A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resources Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe.
The City sent letters containing a brief project description and maps of the Project Area to the Native American tribes identified by the NAHC on September 18, 2024 per AB 52. The City received letters from the following tribes: the Amah Mutsun Tribal Band of San Juan Bautista and the Salinas Tribe. The Amah Mutsun Tribe expressed concerns about cultural or historic sensitivity within one (1) mile of the Project and, if so, the need to provide cultural sensitivity training before construction and Native American archaeological monitoring during earthmoving activities. The Salinas Tribe stated that unknown buried cultural resources and burials may be impacted by the Project and requested that areas near known sites be monitored by a Native American cultural resource specialist from their tribe.
BASIN conducted a records search at the NWIC, an SLF search with the NAHC, and completed a visual inspection of the Proposed Project APE. Additionally, BASIN reviewed the geology and soil 269
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characterizations of the Proposed Project site. BASIN did not observe archaeological resources, and none have been previously recorded within the Proposed Project APE. However, previously unrecorded archaeological resources could be present below ground surface and such resources could be exposed or damaged during Project construction. The City will implement Mitigation Measures CUL-1 and CUL-2, as discussed in Section 4.5 Cultural Resources to avoid potential impacts to underground cultural and Tribal resources. Additionally, the City would implement Mitigation Measure TR-1. Implementation of these mitigation measures would ensure the Project has a less than significant impact on Tribal cultural resources.
Mitigation Measure TR-1: Prior to ground disturbance activities, a Tribal Cultural monitor shall provide cultural sensitivity training to all construction personnel. The training shall explain applicable statues, regulations, enforcement provisions; the prehistoric and historic environmental setting and context, local Tribal groups; show sample artifacts; and what prehistoric and historic archaeological deposits look like at the surface and when exposed during construction. Construction personnel shall not be permitted to operate equipment within the construction area unless they have attended the training. A list of the names of all personnel who attended the training, and copies of the signed acknowledgement forms shall be submitted to the City of Soledad Director of Public Works or a designee.
4.18 Utilities and Service Systems
Environmental Setting
Water Supply and Wastewater
The City of Soledad draws its water supply from the groundwater of the Salinas Valley Groundwater Basin – Forebay Aquifer Subbasin. The City owns and operates a water distribution system comprised of a W3 pump station, which draws water from an existing reclaimed water pump station wet well; 12-inch and eight-inch diameter transmission pipelines leading from the City to the WRF, located on Morisoli Road. The WRF produces disinfected, tertiary treated effluent that meets Title 22, Division 4, Chapter 3, California Code of Regulations for recycled water. It is operating at approximately 2.45 million gallons per day (MGD) average daily flow and the effluent is currently discharged to rapid infiltration basins adjacent to the WRF for aquifer recharge. The current discharge permit limits recharge to 4.3 MGD with the remaining 1.2 MGD of peak flow capacity designated for non-potable reuse (Carollo, 2024).
Solid Waste
Tri-Cities Disposal and Recycling provides solid waste and recycling collection services for the City.
Additionally, Waste Management, Inc. provides solid waste and recycling collection services for the unincorporated portions of Monterey County, including a portion of the Proposed Project area. Solid waste and recycling in the Project area are disposed of at the Johnson Canyon Landfill in Gonzales, California. The Johnson Canyon Landfill has a maximum permitted capacity of 18,500,000 cubic yards per day (1,694 tons per day) and is estimated to have disposal capacity through year 2066 (CalRecycle, 2024).
5 5 In December 2021, the Salinas Valley Solid Waste Authority submitted a Revised Solid Waste Facilities Permit that would increase the permitted maximum tonnage, with a phased increase beginning in 2026. The revised permit would similarly increase 270
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Regulatory Environment
State
Assembly Bill 939: California AB 939 established the California Integrated Waste Management Board (“CalRecycle”), which required all California counties to prepare Integrated Waste Management Plans.
Additionally, AB 939 required all municipalities to divert 50 percent of their waste stream by the year 2000.
California Green Building Standards Code: In 2022, California adopted the most recent version of the California Green Building Standards Code, which establishes mandatory green building standards for new and remodeled structures in California. These standards include a mandatory set of guidelines and more stringent voluntary measures for new construction projects, to achieve specific green building performance levels as follows:
Reduce indoor water use by 20 percent;
Reduce wastewater by 20 percent;
Recycle and/or salvage 50 percent of nonhazardous construction and demolition debris; and Provide readily accessible areas for recycling by occupant.
Local
City of Soledad General Plan: The City’s General Plan provides the following policies for utilities applicable to the Proposed Project:
L-44: The City shall require that all new development be designed to complement the scale and character of existing development. Views of the surrounding hills and mountains shall be preserved through such means as design review, sign control, undergrounding of utilities, grading and tree removal standards.
S10: The City will manage the increase in water demand from new development to help ensure groundwater resources are not over drafted. The City will work with Monterey County and public and private water entities to plan for the efficient, long-term management of groundwater resources.
S11: Gravity flow for sewer and water service shall be employed wherever feasible.
S26: The City shall promote maximum use of solid waste source reduction, recycling, composting and environmentally safe transformation of wastes.
S27: The City shall require that all new development complies with applicable provisions of the Monterey County Integrated Waste Management Plan.
the daily disposal capacity and extend the closure date from 2055 to 2066. https://www2.calrecycle.ca.gov/PublicNotices/Details/4558#:~:text=Increase%20in%20the%20disposal%20Design%20Capacity%20from%2013%2C834%2C328,Capacity%20from%2026%2C000%20tons%20to%2057%2C276%20cubic%20yards. 271
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Monterey County General Plan: The 2010 Monterey County General Plan contains policies concerning utilities and services applicable to the Proposed Project:
Policy PS-2.1: Coordination among, and consolidation with, those public water service providers drawing from a common water table to prevent overdrawing the water table is encouraged.
Policy PS-5.3: Programs to facilitate recycling/diversion of waste materials at new construction sites, demolition projects, and remodeling projects shall be implemented.
Policy PS-5.4: The maximum use of solid waste source reduction, reuse, recycling, composting, and environmentally-safe transformation of wastes, consistent with the protection of the public’s health and safety, shall be promoted.
Policy PS-13.2: All new utility lines shall be placed underground, unless determined not to be feasible by the Director of the Resource Management Agency.
Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Require or result in the relocation or construction of new or expanded water, wastewater treatment or
storm water drainage, electric power, natural gas, or
telecommunications facilities, the construction or
relocation of which would cause significant
environmental effects?
b) Have sufficient water supplies available to serve the project and reasonably foreseeable future development
during normal, dry, and multiple dry years?
c) Result in a determination by the wastewater treatment provider which serves or may serve the project that it
has adequate capacity to serve the project's projected
demand in addition to the provider's existing
commitments?
d) Generate solid waste in excess of State or local
standards or in excess of the capacity of local
infrastructure, or otherwise impair the attainment of
solid waste reduction goals?
e) Comply with federal, state, and local management and reduction statuses and regulations related to solid
waste?
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Impact Discussion
a. Would the project require or result in the relocation or construction of new or expanded water, wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which would cause significant environmental effects? The Proposed Project consists of construction and operation of a recycled water pump station at the WRF, installation of a transmission main within an easement of County farmland, and installation of distribution pipelines throughout the City roadway ROWs and at connection points within or adjacent to City parks and schools. The Project would provide recycled water to school and park facilities for the irrigation of fields and landscaped areas. In supplying recycled water for school and park facility irrigation, the City would reduce reliance on and use of groundwater resources. The Proposed Project is an expansion of the City’s existing wastewater utility service and would not require additional utility construction beyond what is included in the Proposed Project. The Proposed Project would not require relocation of or construction of new wastewater treatment plant, storm water drainage infrastructure, electrical power, natural gas, or telecommunications facilities. This represents a less than significant impact.
b. Would the project have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry, and multiple dry years? The Proposed Project consists of new infrastructure (i.e., recycled water pump station, transmission pipeline, and distribution pipelines) to supply school and park facilities with Title 22 recycled water produced by the existing WRF facility to irrigate fields and landscaped areas. In using recycled water, the City would reduce their use of local groundwater resources that supply the City. Therefore, the Proposed Project would have sufficient water supplies for the foreseeable future, as the school and park facilities would use recycled water from the WRF for irrigation as opposed to further use of local groundwater resources. For these reasons, the Proposed Project would have a less than significant impact regarding sufficient water supplies.
c. Would the project result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments?
The Proposed Project would not result in a determination by the wastewater treatment provider that the wastewater treatment facility has inadequate capacity to serve the Project. The Proposed Project consists of new infrastructure to supply school and park facilities with recycled water to irrigate fields and landscaped areas. The Project would expand the recycled water distribution system and supply recycled water for irrigation generated from existing wastewater treatment processes at the WRF.
Additionally, irrigating local school and park facilities would not return wastewater to the local wastewater treatment provider. Therefore, the Proposed Project would have no impact regarding service capacity of the local wastewater treatment provider. d. and e. Would the project generate solid waste in excess of State or local standards or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals? 273
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Would the project comply with federal, state, and local management and reduction statuses and regulations related to solid waste?
The Proposed Project would not generate solid waste in excess of state or local standards or in excess of the capacity of the local Johnson Canyon Landfill as the Project would comply with all federal, state, and local statutes regulating and encouraging reduction in solid waste as outlined above. Solid waste generated from the Project would be disposed of offsite at the Johnson Canyon Landfill located in Gonzales, California. The Johnson Canyon Landfill has a maximum permitted capacity of 18,500,000 cubic yards per day (1,694 tons per day) and is estimated to have disposal capacity through year 2066 (CalRecycle, 2024). The Proposed Project does not include demolition of existing structures and would generate minimal amounts of waste from construction. Compliance with applicable solid waste regulations outlined above would ensure that the Project has a less than significant impact regarding generation of solid waste and compliance with local plans, policies, and programs regulating solid waste.
4.19 Wildfire
Environmental Setting
The State Fire Marshal is mandated to classify lands within State Responsibility Areas (“SRA”) into Fire Hazard Severity Zones (“FHSZ”). FHSZ are defined by the California Department of Forestry and Fire Protection (“CALFIRE”) based on the presence of fire-prone vegetation, climate, topography, assets at risk (e.g., high population centers), and a fire protection agency’s ability to provide service to the area (CALFIRE, 2024). FHSZs are designated as “Very High,” “High,” or “Moderate.” The Proposed Project area is not located within an SRA or in an area classified as a very high FHSZ. The nearest SRA is a High FHSZ located approximately 0.3 miles northeast of the City.
Regulatory Setting
Local
City of Soledad General Plan: The City’s fire department oversees the Mission Soledad Rural Fire Protection District, a special district comprising approximately 42,000 acres bounded by the foothills of the Gabilan Range and the Santa Lucia Mountains. The City also has a mutual aid agreement with CALFIRE for fire protection services. The following goal and policies from the Safety element of the City’s General Plan is applicable to the Proposed Project:
Goal 1: To protect the lives and property of the residents of Soledad from unnecessary risk due to fire, flooding, earthquakes, and other natural and humanmade hazards.
HZ9: New development shall provide fire flow, emergency access and hydrants consistent with Fire Department requirements.
HZ10: The City will continue to participate in the State Emergency Preparedness Program.
HZ11: The City shall maintain mutual aid agreements with Monterey County and other jurisdictions for assistance in emergencies.
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Monterey County General Plan: The following goals and policies from the County General Plan are appl cable to the Proposed Project:
Goal S-4: Minimize the risks from fire.
Policy S-4.4: Detailed scientific analysis of fire hazards in the County shall be provided periodically.
Policy S-4.5: The wildland fire hazard severity map should be updated periodically as more precise information becomes available.
Policy S-4.6: Structural and other non-wildland fire risks within wildland urban interface areas should be identified and maintained as a layer in the County’s GIS in cooperation with fire officials and updated periodically.
Policy S-4.7: The County and authorities having jurisdiction shall develop and maintain a procedure to inform potential developers of the requirements for development in high and very high fire hazard areas. This information shall be made available through the Planning Department.
Policy S-4.8: Fire hazards shall be reduced to an acceptable level of risk by prescribing the use, location, type, and design of roadways.
Policy S-4.9: Roadways shall be constructed and maintained in accordance with Monterey County Code Chapter 18.56 or the California Fire Code, as they may be updated from time to time, as determined by the fire authority having jurisdiction.
Policy S-4.11: The County shall require all new development to be provided with automatic fire protection systems (such as fire breaks, fire-retardant building materials, automatic fire sprinkler systems, and/or water storage tanks) approved by the fire jurisdiction.
Policy S-4.13: The County shall require all new development to have adequate water available for fire suppression. The water system shall comply with Monterey County Code Chapter 18.56, NFPA Standard 1142, or other nationally recognized standards. The fire authority having jurisdiction, the County Departments of Planning and Building Services, and all other regulatory agencies shall determine the adequacy and location of water supply and/or storage to be provided.
Policy S-4.14: Water systems constructed, extended, or modified to serve a new land use or a change in land use or an intensification of land use, shall be designed to meet peak daily demand and recommended fire flow.
Policy S-4.18: All access roads and driveways shall be maintained by the responsible parties to ensure the fire department safe and expedient passage at all times.
Policy S-4.21: All permits for residential, commercial, and industrial structural development (not including accessory uses) shall incorporate requirements of the fire authority having jurisdiction.
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Policy S-4.22: Every building, structure, and/or development shall be constructed to meet the minimum requirements specified in the current adopted state building code, state fire code, Monterey County Code Chapter 18.56, and other nationally recognized standards.
Policy S-4.26: When public facilities and above-ground utilities are located in high or very high fire hazard areas, special precautions shall be taken to mitigate the risks from wildfire and to ensure uninterrupted operation.
If located in or near state responsibility areas or lands classified as very high fire hazard severity zones, would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Substantially impair an adopted emergency response
plan or emergency evacuation plan?
b) Due to slope, prevailing winds, and other factors,
exacerbate wildfire risks, and thereby expose project
occupants to pollutant concentrations from a wildfire
or the uncontrolled spread of a wildfire?
c) Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency
water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment?
d) Expose people or structures to significant risks,
including downslope or downstream flooding or
landslides, as a result of runoff, post-fire slope
instability, or drainage changes?
a. Would the project substantially impair an adopted emergency response plan or emergency evacuation plan?
The distribution system of the Proposed Project would be located entirely within roadway ROWs and at existing parks and schools throughout the City. The components of the Proposed Project located within roadway ROWs may require temporary road or lane closures, depending on the final alignment of these components. During construction, the Proposed Project would implement a traffic control plan to ensure the safe passage of traffic, including emergency vehicles, through construction areas located in the City in fulfillment of the requirements for an encroachment permit. This traffic control plan would allow for the safe passage of vehicular traffic during construction of the Proposed Project under regular conditions and in the event of an event requiring emergency response and/or evacuation. In addition, construction would not be concentrated in a single location for long periods of time, which would reduce temporary construction impacts as lane and/or road closure would be limited to the time required to install each pipeline segment. Furthermore, these components would be located underground and would not impair adopted emergency response plans or emergency evacuation plans once operational. The Project components located at the existing WRF site and within the agricultural easement north of the WRF would not interfere with adopted emergency response and/or emergency evacuation plans. This represents a less than significant impact. 276
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b. Would the project, due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to, pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire?
The Proposed Project would involve expansion of recycled water distribution to the City’s existing parks and schools and does not include any new habitable structures. Components of the Proposed Project are located at the existing WRF site (the recycled water pump station), easements within agricultural properties in unincorporated Monterey County, and within existing roadway ROWs throughout the City (see Site Plans in Figures 7a and 7b). The WRF site is relatively flat and lacks physical and biological features that would be conducive to wildland fire. The transmission main connecting the distribution system and the WRF would be located within an easement going through actively managed agricultural lands and is not considered to be within an area conducive to wildland fire. The distribution system located within the City would be located underground and within roadway ROWs and is not located in an area conducive to wildland fire. The Proposed Project area is located within a Local Responsibility Area (“LRA”) FHSZ as designated by CALFIRE. The Proposed Project’s northernmost component at Lum Memorial Park is located approximately 0.25 miles from an SRA FHSZ. The Proposed Project would involve expansion of recycled water distribution across the City and would not exacerbate wildfire risks and expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire. This represents a less than significant impact. c. Would the project require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? The Proposed Project would involve expansion of recycled water distribution to the City’s existing parks and schools. Components of the Proposed Project are located at the existing WRF site (the recycled water pump station), easements within agricultural properties in unincorporated Monterey County, and within existing road ROWs throughout the City (see Figures 7a and 7b). The majority of Project infrastructure, excluding the recycled water pump station at the existing WRF site, would be located underground following completion of construction. In addition, the components of the Project would not be located within areas conducive to wildland fire as discussed above under impact b). Therefore, extension of this infrastructure as part of the Proposed Project would not exacerbate fire risk during operation. The Proposed Project does not include other types of new or expanded infrastructure facilities (i.e. electricity, wastewater collection, telecommunications facilities) that could exacerbate fire risk. This represents a less than significant impact.
d. Would the project expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes?
The Proposed Project site is relatively flat and is not located in the vicinity of slopes that would be susceptible to landslides or downstream flooding under post-fire conditions. The Proposed Project does not include any new habitable structures and would not increase the post-fire risk to existing structures during construction or operation. The Proposed Project is not located within an SRA FHSZ. Therefore, no impact would occur.
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4.20 Mandatory Findings of Significance
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Does the project have the potential to substantially degrade the quality of the environment, substantially
reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below selfsustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number,
or restrict the range of a rare or endangered plant or
animal or eliminate important examples of the major
periods of California history or prehistory?
b) Does the project have impacts that are individually
limited, but cumulatively considerable? (“Cumulatively
considerable” means that the incremental effects of a
project are considerable when viewed in connection
with the effects of past projects, the effects of other current projects, and the effects of probable future
projects.)?
c) Does the project have environmental effects which
will cause substantial adverse effects on human
beings, either directly or indirectly?
Impact Discussion
a. Does the project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number, or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? The Proposed Project is the expansion of recycled water distribution to the City’s existing parks and schools; components are located at the existing WRF site (the recycled water pump station), easements within agricultural properties in unincorporated Monterey County, and within existing road ROWs throughout the City. As described below, the Proposed Project would not 1) degrade the quality of environment, 2) substantially reduce the habitat of a fish or wildlife species, 3) cause a fish or wildlife population to drop below self-sustaining levels, 4) threaten or eliminate a plant or animal community, 5) reduce the number or restrict the range of a rare or endangered plant or animal, or 6) eliminate important examples of major periods of California history or prehistory.
The Proposed Project would result in temporary construction-related impacts to biological resources, undiscovered cultural or Tribal resources, undiscovered human remains interred outside of a formal cemetery, and potential releases of hazardous materials. These impacts would be mitigated to less than significant through the incorporation of mitigation measures identified in this IS/MND. The operational impacts associated with the Proposed Project, which consist of potential releases of hazardous materials, would also be reduced to less than significant though the incorporation and implementation 278
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of identified mitigation measures. This represents a less than significant impact. No additional mitigation is necessary beyond the mitigation identified in each of the respective topical CEQA sections contained in this IS/MND.
b. Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.)
The Proposed Project would not result in a cumulatively considerable adverse environmental effect. To determine whether a cumulative effect requires an Environmental Impact Report (“EIR”), the lead agency shall consider whether the impact is significant and whether the effects of the project are cumulatively considerable (CEQA Guidelines Section 15064(h)(1)). This IS/MND contains mitigation to ensure that all potential impacts are minimized to a less than significant level. CEQA allows a lead agency to determine that a project’s contribution to a potential cumulative impact is not considerable and thus not significant when mitigation measures identified in the Initial Study will render those potential impacts less than considerable (CEQA Guidelines 15064(h)(2)).
This IS/MND contains mitigation to ensure that all potential impacts of the Project are minimized to less than significant. CEQA allows a lead agency to determine that a project’s contribution to a potential cumulative impact is not considerable and, thus, not significant when mitigation measures identified in the initial study will render those potential impacts less than considerable (CEQA Guidelines 15064(h)(2)).
The Proposed Project would involve expansion of recycled water distribution to the City’s existing parks and schools. The recycled water distribution Project would serve only the existing school and park facilities and would not cause a cumulative effect by potentially serving future development in the City.
Additionally, construction and operation of the Proposed Project would occur in previously disturbed and developed areas. Where construction and operational effects are identified, mitigation measures are presented in this IS/MND to reduce these impacts to less than significant. c. Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
The Proposed Project would not have a substantial adverse effect on human beings, either directly or indirectly. This IS/MND contains mitigation measures to ensure that all potential direct and indirect impacts to human beings would be reduced to less than significant. In addition, the Proposed Project would have a beneficial impact by providing recycled water to replace potable water currently used for irrigation of City parks and schools.
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Chapter 5. List of Preparers and References
LEAD AGENCY
City of Soledad
Don Wilcox, PE, Director of Public Works
Alex Ramos, EIT, Assistant Engineer
REPORT PREPARATION
Denise Duffy & Associates, Inc.
Environmental Consultant
Denise Duffy, Principal
Leianne Humble, Senior Project Manager
Matthew Johnson, Senior Environmental Scientist
Robyn Simpson, Deputy Project Manager
Luke Hiserman, Assistant Planner
Mikaela Bogdan, Assistant Planner
PROJECT ENGINEER
Carollo Engineers
Jonathon Marshall, Chief of Infrastructure Design/Vice President Susan Fox, Infrastructure Design Manager
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Soledad Recycled Water Conveyance Project 129 Draft ISMND City of Soledad January 2025
28. Environmental Protection Agency (EPA) (2024). EJ Screen: EPA’s Environmental Justice Screening and Mapping Tool. https://www.epa.gov/ejscreen
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Appendix A. Basis of Design Report
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This document is released for the purpose of information exchange review and planning only under the authority of Jonathon P. Marshall, [date], California C-73265. 288
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Contents
SECTION 1 INTRODUCTION 1
1.1 Background 1
1.2 Project Description 2
1.3 Grant Funding Requirements 4
1.4 Title 22 Report 5
1.5 Project Stakeholders 5
1.6 Previous Studies 5
SECTION 2 COLLECTION AND REVIEW OF DATA 6
2.1 Data/Records Provided by the City 6
2.2 Survey and Mapping 6
2.2.1 Basis of Control 6
2.2.2 Supplemental Ground Survey 6
2.2.3 Record of Right-of-Way 6
2.2.4 Existing Utility Research 7
2.3 Geotechnical Investigation 7
2.4 Corrosion Investigation 7
2.5 ADA Curb Ramp Evaluation 7
SECTION 3 SYSTEM DEMANDS 7
3.1 Project Water Demands 7
3.2 Future Recycled Water Demands 8
SECTION 4 HYDRAULIC MODELLING 8
4.1 Model Development 8
4.2 Alternate Scenarios 10
4.2.1 Scenario 1 10
4.2.2 Scenario 2 12
4.2.3 Scenario 3 12
4.2.4 Scenario 4 13
4.2.5 Scenario 5 14
4.3 Hydraulic Design Criteria 15
4.4 Results 16
4.4.1 Scenario 1 16
4.4.2 Scenario 2 20
4.4.3 Scenario 3 23
4.4.4 Scenario 4 26
4.4.5 Scenario Five 27
4.5 Recommendations 28
4.6 Surge Analysis 1
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4.7 System Optimization 1
SECTION 5 PUMP STATION 1
5.1 Existing W3 Pump Station 1
5.2 Pump Station Layout 2
5.2.1 Alternative 1 3
5.2.2 Alternative 2 4
5.2.3 Alternative 3 6
5.2.4 Alternative 4 7
5.2.5 Alternative 5 9
5.2.6 Recommendations 11
5.3 Site Improvements 11
SECTION 6 POTABLE WATER BACKUP 11
6.1 New Potable Water Pipeline to the WRF and Potable Water Backup Tank 12
6.1.1 New Potable Water Pipeline to the WRF 12
6.1.2 Potable Water Backup Tank 13
6.2 Swivel-Ell Connection 15
6.3 Recommendation 19
SECTION 7 PIPELINES 20
7.1 Pipeline Alignment 20
7.1.1 Transmission Pipeline 20
7.1.2 City-Wide Distribution System 20
7.2 Pipeline Materials 20
7.3 Pipeline Separation Criteria 21
7.3.1 Separation Criteria 21
7.4 Appurtenances 21
7.4.1 Air Valves 21
7.4.2 Blow-Offs 21
7.4.3 Isolation Valves 22
7.4.4 Service Connections 22
SECTION 8 IRRIGATION SYSTEMS 22
SECTION 9 PROPERTY ACQUISITION 23
SECTION 10 CEQA AND PERMITTING 23
10.1 Agency Reviews and Approvals 23
10.2 California Environmental Quality Act (CEQA) 23
10.3 California Division of Drinking Water (DDW) 24
10.4 State Water Resources Control Board (SWRCB) 24
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Appendices
APPENDIX A [TITLE]
APPENDIX B [TITLE]
APPENDIX C [TITLE]
APPENDIX D [TITLE]
APPENDIX E [TITLE]
APPENDIX F [TITLE]
Tables
Table 1 [Title] Error! Bookmark not defined.
Figures
Figure 1 [Title] Error! Bookmark not defined.
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SECTION 1 INTRODUCTION
The City of Soledad (City) retained Carollo Engineers, Inc. (Carollo) to develop preliminary and final design documents for the Recycled Water Conveyance Project (Project). This Basis of Design Report (BODR) presents information on existing site conditions, existing and proposed system components, design criteria, and includes technical and engineering decisions to be used for the preparation of the final design documents for the Project.
1.1 Background
The Recycled Water Conveyance Project is part of the City’s multi-phase project to provide Title 22 recycled water from the City’s Water Reclamation Facility (WRF) to various schools and parks throughout the city. The multi-phase project includes:
• Phase 1 (completed in 2010): Design and construction of a new 5.5 MGD water reclamation facility (WRF) and approximately 10,200 linear feet (LF) of 8-inch diameter recycled water transmission pipeline.
• Phase 2 (completed in 2018): Design and construction of approximately 3,800 LF of 12-inch diameter recycled water transmission pipeline to connect all the existing Phase 1 8-inch pipeline. • Phase 3 (Project): Design and construction of a city-wide distribution system to irrigated landscaped areas within twenty City’s parks and schools. Details of the required facilities are provided below in Section 1.2.
• Phase 4 (Future): New transmission pipeline to provide recycled water to the California Department of Corrections and Rehabilitation (CDCR) facilities within an Incorporated City “Island” 3 miles north of the City.
The existing facilities are shown on Figure 1.1. The pipeline constructed as part of Phase 1 and 2 will be referred to as the transmission pipeline for this report. The Project pipelines to be constructed within the City, as part of Phase 3, will be referred to as the distribution system.
The WRF is owned and operated by the City and treats wastewater from the City and CDCR facilities. It produces disinfected, tertiary treated effluent that meets Title 22, Division 4, Chapter 3, California Code of Regulations (CCR) for recycled water. It is operating around 2.45 MGD average daily flow and the effluent is currently being discharged to rapid infiltration basins adjacent to the WRF for aquifer recharge. The current discharge permit limits recharge to 4.3 MGD with the remaining 1.2 MGD of peak flow capacity designated for non-potable reuse.
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Figure 1.1 Existing Facilities
1.2 Project Description
The Project will provide recycled water to the following parks and schools within the City:
• Lum Memorial Park
• Peverini Park
• Santa Barbara Park
• San Antonio Park
• Jack Franscioni Elementary
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• Toledo Park (under development)
• Blas Santana Park
• Soledad High School
• Rose Ferrero Elementary
• Frank Ledesma Elementary
• Veterans Park
• Joe O. Ledesma Park
• Main Street Middle School
• Albert Bill Ramus Park
• Little League Park
• Jesse Gallardo Park
• San Vicente/Gabilan Elementary (one service connection) • Orchard Lane Park
• Aurelio N. Ramirez Park
• Vosti Park
These City parks and schools are currently being served by potable water and the Project will convert or replace the existing on-site irrigation systems. Based on the results and recommendations of the hydraulic modeling discussed in Section 4, the major Project components are listed below and depicted on Figure
1.2. • Recycled water pump station at the City’s WRF
• Approximately 4,000 feet of recycled water transmission pipeline from WRF to Front Street • Approximately 22,100 feet of recycled water distribution pipelines ranging from 4- to 8-inches in diameter
• Conversion or replacement of existing on-site irrigation systems to meet recycled water standards.
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Figure 2.2 Project Map
1.3 Grant Funding Requirements
The Project is being funded by the Department of Water Resources (DWR) under the Urban Community Drought Relief (UCDR) Grant and is subjected to the terms and conditions set forth in the Grant Agreement between the State of California (DWR) and City of Soledad, Agreement No. 4600015016, UCDR Grant. The terms of the Grant Agreement began on July 1, 2022, and will end three (3) years
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following the final payment, with all work to be completed by December 4, 2025, unless otherwise amended.
As stated in the Grant Agreement, Exhibit A, the Project will replace, at a minimum, 165 acre-feet per year of groundwater pumping with recycled water to offset the use of potable water to irrigate sports fields and reduce groundwater use. This quantity of potable water offset must be met to receive the full grant funding.
1.4 Title 22 Report
The State of California Water Recycling Criteria (Title 22 Section 60323) requires an engineering report (Title 22 Report), approved by the State Water Resources Control Board – Division of Drinking Water (DDW), for all recycled water projects. The Title 22 Report must be submitted to the applicable California Regional Water Quality Control Board (Regional Board) and DDW before recycled water projects are implemented.
Harris & Associates (Harris) recently prepared a Title 22 Report for the Recycled Water Irrigation Retrofit for Veterans Park Project for the City. The City had plans to retrofit the existing irrigation system at Veterans Park, separately from the Project, to convert it from potable water use to recycled water.
However, this Veterans Park conversion will be incorporated into this Project.
The Title 22 Report by Harris, which is currently being reviewed by DDW, and after review will be amended by Carollo to include the other nineteen parks and schools to be served by the Project.
1.5 Project Stakeholders
The following are stakeholders that will require close coordination during final design:
• City of Soledad
• Soledad Unified School District
• California Regional Water Quality Control Board (Regional Board) • State Water Resources Control Board – Division of Drinking Water (DDW) • Division of State Architect
1.6 Previous Studies
Prior to preparation of the BODR, the following reports were prepared by others for the City:
• City of Soledad Recycled Water Pipeline Project Conceptual Design and Probable Cost Estimate, prepared by Norris Associates June 2012 (Norris Report) • Conceptual Design and Opinion of Probably Construction Cost for the City of Soledad Wastewater Effluent Reuse Distribution System, prepared by Mark Miller & Associates Civil Engineering April 26, 2015 (2015 Miller Report)
• City of Soledad Reclaimed Wastewater Transmission Pipeline Preliminary Design Report, prepared by Harris & Associates October 2015 (2015 Harris Report) • City of Soledad Reclaimed Water Distribution Facilities Planning Report, prepared by Harris & Associates September 2018 (2018 Harris Report)
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• 2022 Update to the Conceptual Design and Opinion of Probably Construction Cost for the City of Soledad Wastewater Effluent Reuse Distribution System, prepared by Mark Miller & Associates Civil Engineering July 2023 (2023 Miller Report)
SECTION 2 COLLECTION AND REVIEW OF DATA
2.1 Data/Records Provided by the City
Data provided by the City for this Project includes:
• Record drawings and specifications of City of Soledad Wastewater Treatment Plant – 5.5 MGD Upgrade and Expansion Project (2007)
• Record drawings of Reclaimed Wastewater Transmission Pipeline Project (2018) • Record drawings or sketches of City parks landscaping and irrigation systems • Record drawings for schools provided by Soledad Unified School District • Existing Reclaimed Water Line Exhibit prepared by Harris & Associates (2016) • GIS files of the City’s water, sewer, and stormwater facilities • 2005 Water Master Plan
• 2023 Pavement Management Plan Report
• 100% design plans for WRF Pump Station Improvements and RW Distribution System Improvements prepared by Harris & Associates (2024)
• Bid set plans for Veterans Park RW Irrigation Retrofit Project prepared by Wallace Group (2024) • Water pressure readings at each park and school connection points • Water sample analysis results
2.2 Survey and Mapping
Ruggeri-Jensen-Azar (RJA) will obtain aerial photomapping to develop topographic mapping for project pipeline routes and sites for the pump station and storage reservoir. Mapping will be created according to National Map Accuracy Standards.
2.2.1 Basis of Control
The horizontal and vertical survey is based on the North American Datum of 1983 (NAD83), California Coordinate System Zone 4, and North American Vertical Datum of 1988 (NAVD88), respectively.
2.2.2 Supplemental Ground Survey
RJA will perform field supplemental ground survey within the project boundary to obtain horizontal and vertical locations of selected visible aboveground features, manholes, and valves for location and elevation. The information will be included in a base map developed for the project.
2.2.3 Record of Right-of-Way
Most of the distribution pipelines will be constructed within public right-of-way. Right-of-way information is compiled from record data, including tract maps, parcel maps, records of survey, and deeds along the
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project streets. Horizontal and vertical control will be established for the data and right-of-way will be provided in the project base map. Title reports and boundary surveys were not conducted to establish right-of-way lines because the available right-of-way information is anticipated to be sufficient for establishing property lines.
2.2.4 Existing Utility Research
Existing utility research was conducted by contacting utility companies and the City obtain available information about existing, proposed, and abandoned facilities within the Project area. Available existing utility information is incorporated into the Project base map.
2.3 Geotechnical Investigation
Crawford and Associates, Inc., performed geotechnical investigations and analysis in support of the design and construction of the Project. The draft report is provided in Appendix A.
2.4 Corrosion Investigation
Carollo performed a corrosion investigation to evaluate existing soil conditions for cathodic protection design of the Project.. The draft report is provided in Appendix B.
2.5 ADA Curb Ramp Evaluation
Wallace Group conducted an ADA Curb ramp evaluation adjacent to the Project pipelines in conformance with California Department of Transportation evaluation standards. The draft report is provided in Appendix C.
SECTION 3 SYSTEM DEMANDS
The recycled water system facilities will be sized based on the peak demand over the 8-hour irrigation window. The following discusses the current and future recycled water demands.
3.1 Project Recycled Water Demands
Table 3.1 provides the projected irrigation demands from the 2023 Miller Report. These demands were used in hydraulic modelling to evaluate the alternatives considered for the Project and will be refined during the final design of park and school irrigation systems. The hydraulic model will also be updated during that time to refine the pump station and pipeline sizes.
Table 3.1 Estimated Daily Peak Flow Rate
No. Location Daily Peak Flow Rate (gpm)
1 Lum Memorial Park 45
2 Peverini Park 50
3 Santa Barbara Park 44
4 San Antonio Park 47
5 Jack Franscioni Elementry 50
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6 Toledo Park (Future) 65
7 Blas Santana Park 72
8 Soledad High School 175
9 Rose Ferrero Elementry 55
10 Frank Ledesma Elementry 48
11 Veterans Park 69
12 Joe Ledesma Park 62
13 Main Street Middle School 120
14 Bill Ramus Park 46
15 Little League Park 50
16 Jesse Gallardo Park 69
17 San Vicente/Gabilan Elementry 79
18 Orchard Park 137
19 Ramirez Park 51
20 Vosti Park 110
3.2 Future Recycled Water Demands
The City has also indicated potential future recycled water demands, which may include Miramonte development (north of Soledad), agricultural, or the Salinas Valley State Prison. The City has a preference to upsize strategic pipelines to account for the future demands, which is further discussed in Section 7.
However, these potential future demands are currently unknown and are not part of the recycled water system design.
SECTION 4 HYDRAULIC MODELLING
4.1 Model Development
A hydraulic model was created in InfoWater Pro to assess several alternate recycled water conveyance scenarios and determine preliminary facility sizing for comparing alternative costs. InfoWater Pro, by Innovyze, is a comprehensive hydraulic and dynamic water quality modelling software application that utilizes the EPANET computational engine, which is widely used throughout the industry. InfoWater Pro is run directly within the ArcGIS Pro environment, and therefore offers an enhanced graphical user interface (GUI) and a variety of additional features and functionality.
The following provides an overview of the elements of a hydraulic water model and the required input parameters associated with each:
Junction: Locations where pipe sizes change, pipelines intersect, or where recycled water demands are applied are represented by junctions in the hydraulic model. Required inputs for junctions include service elevation and water demands.
Pipes: Water mains are represented as pipes in the hydraulic model. Input parameters for pipes include length, roughness (Hazen Williams C factor), diameter, and whether or not the pipe is a check valve (i.e., does not allow reverse flow).
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Storage:
» Cylindrical and Variable Area Tanks: Water tanks are included in the hydraulic model as either cylindrical tanks or variable area tanks, depending on the complexity of the tank geometry.
Required input parameters for cylindrical tanks include bottom elevation, maximum level, initial level, and diameter. Required input parameters for variable area tanks include bottom elevation, maximum level, initial level, and a curve that varies the cross-sectional area of the tank depending on the tank level (developed as appropriate based on As-built drawings). » Fixed Head Reservoirs: For water distribution system modelling, fixed head reservoirs are used to represent a water source with a constant hydraulic grade line (HGL). Typically, fixed head reservoirs are used to represent water sources, such as groundwater or other sources of water. Pumps: Pumps are included in the hydraulic model as links. Input parameters for pumps include pump curves and operational controls.
Valves: Certain types of valves, such as altitude valves and pressure reducing valves, are represented explicitly as valves in the hydraulic model. Required input parameters for valves include diameter, operational controls, and other settings or headloss curves depending on the type of valve. Demands: Recycled water demands are applied at specific junctions in the hydraulic model. Up to ten different demands can be assigned at a particular junction. Demands can also include a pattern. Patterns: Diurnal patterns, also known as diurnal curves, are used to represent the hourly variation in water demand and are used to temporally allocate the demands to the junctions in an extended period simulation (EPS) model scenario. The pattern for recycled water demand includes demands during nighttime hours of 10 PM to 6 AM.
The City’s recycled water system hydraulic model combines information on the physical and operational characteristics of any existing facilities in the system as well as planned facilities and performs calculations to solve a series of mathematical equations to simulate flows in pipes.
The model building process consisted of seven steps, as described below:
Step 1: A new project for the City’s recycled water model was created in InfoWater Pro. Step 2: Existing facilities were inserted into the model, and planned facilities including all planned recycled water customers were included based on assumptions for size and location provided by the City.
Step 3: Junctions, or areas where two pipelines meet in the model, are required at every pipe intersection and dead end, as well as other areas in the model where demands are applied. InfoWater Pro’s “Append Nodes” feature reviews the model for missing junctions and automatically adds them. Step 4: Elevations were applied to each modeled junction using Google Earth Pro and an assumed depth of 4-feet below the surface.
Step 5: The hydraulic model contains certain run parameters at the beginning of the project. These include run duration, time steps, reporting parameters, output units, and other technical parameters.
Once the run parameters were established, the model was debugged to ensure that it ran without errors or warnings.
Step 6: Unique scenarios were created for each alternative that was assessed including alternative pipeline placement and sizing, pump stations, valves, and tank locations.
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Step 7: Operational information such as pump controls and run parameters were input into the model manually based on each alternative configuration.
4.2 Alternate Scenarios
Five alternatives were evaluated for the Project, which are described below.
4.2.1 Scenario 1
Scenario 1 utilizes the layout provided in the 2023 Miller Report with a pump station located at the WRF and a booster pump station and storage tank at Toledo Park. The pump station would fill the storage tank during the non-irrigation hours and the booster station would be used to serve the parks and schools at night during the restricted 8-hour irrigation window between 10 PM and 6 AM (8 hours). Figure 4.1 shows a layout of the system for this scenario.
To provide reliability and redundancy within the system, the pump station and booster station would be sized to meet the system’s peak hour demand independently in case either facility is taken offline for repair and maintenance. In addition, a potable backup water supply would be provided to prevent system shutdowns in the event of a long-term water quality issue or long-term pump station failure at the WRF.
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4.2.2 Scenario 2
The second scenario, as shown on Figure 4.2, is similar to Scenario 1; however, the booster station and storage tank are located at Peverini Park which is at a higher elevation in the system.
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Figure 4.2 Scenario 2 System Layout
4.2.3 Scenario 3
Scenario 3 focused on locating the storage tank north of the system adjacent to City’s potable water reservoirs, Reservoirs B1 and B2. The pipeline alignment to and from the storage tank would run along Orchard Lane instead of Toledo Street. A pump station is required at the WRF fill the storage tank during the non-irrigation hours for service from the storage tank during the 8-hour irrigation window. At this higher elevation, the storage reservoir would serve the system by gravity and eliminate the need for a
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booster station. To provide reliability and redundancy within the system, the pump station would be sized to meet the system’s peak hour demand in case the storage tank is taken offline for repair and maintenance. See Figure 4.3 for the layout of the system for Scenario 3.
Pump Station at WRF
Storage Tank
Figure 4.3 Scenario 3 System Layout
4.2.4 Scenario 4
Scenario 4 includes a pump station at the WRF, eliminates the booster station, and locates the storage tank at the WRF with the pump station. The storage tank would store the backup potable water supply in the event of a long-term water quality issue at the WRF. Since potable water is not available at the WRF, a
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4.2.5 Scenario 5
Scenario 5 utilizes an existing elevated tank at Vosti Park with a pump station at the WRF to fill the storage tank and a booster pump station at Vosti Park to serve the parks and schools. Under this configuration, the pump station would only be connected to the Vosti Park storage tank and not be connected to the rest of the system except through the Vosti Park booster station. See Figure 4.5 for a layout of the system for Scenario 5.
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4.3 Hydraulic Design Criteria
The alternatives were modelled and compared under several operating conditions, including:
Normal operations
» Pump station at WRF operated to fill the storage tank during non-irrigation hours » Booster station operated to serve parks and schools during 8-hour irrigation window Booster station and storage tank offline
» Only pump station at the WRF operated to serve parks and schools during 8-hour irrigation window
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The hydraulic model was primarily used to determine pump station, booster station, storage tank, and pipeline sizes to compare the different scenarios. To ensure model results were comparable for each scenario, a series of design criteria were used to roughly calibrate the model under each configuration.
The design criteria and parameters were as follows:
Demand at each recycled water site would only be met between the hours of 10 PM and 6 AM. Pressure at the demand sites must be above 40 psi.
Working pressure within the pipeline must be below 200 psi. Velocity in the pipelines must not exceed 7 fps.
4.4 Results
Modeling results for each scenario under any applicable operating conditions are shown below.
4.4.1 Scenario 1
Scenario 1 was modelled under three different operating conditions listed above. In addition to the different operating conditions, one additional pipeline configuration was assessed with a pipeline along Orchard Lane to create a loop system when the booster station is operating alone.
4.4.1.1 Normal Operations
The results for normal operations, shown on Figure 4.6, are as follows:
Pump station sized to 475 gpm at 300 feet TDH
Booster station is sized to 968 gpm at 200 feet TDH
Minimum 500,000-gallon storage tank to meet peak demand Velocity in the existing 8-inch transmission main is approximately 3 feet per second (fps)
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Figure 4.6 Scenario 1 Normal Operations Modeling Results
4.4.1.2 Booster Station and Storage Tank Offline
Figure 4.7 shows the results with the booster station offline and are as follows:
Pump station sized at 1444 gpm at 350 ft TDH
Velocity in the existing 8-inch transmission main is approximately 9.2 fps which exceeds the 7 fps maximum velocity criteria
The existing 8-inch transmission main was assumed to be acceptable since this scenario is unlikely to be common operating condition; however, the condition is not ideal because the high velocity creates significant headloss requiring the pump station to use a high level of pumping energy and a larger motor size than would be needed for normal operations.
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Figure 4.7 Scenario 1 Booster Station and Storage Tank Offline Modeling Results
4.4.1.3 Pump Station at WRF Offline
This operating condition requires a booster station sized at 1444 gpm at 200 feet TDH to meet peak demand. See Figure 4.8.
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Figure 4.8 Scenario 1 Pump Station at WRF Offline Modeling Results
4.4.1.4 Looped System
A conceptual analysis of creating a loop within the system by adding an additional pipeline on the east side of the system was used to assess potential benefits of this option. It was found that even with a looped system, because so much of the demand is to the north and west of the booster station, the pumps were only able to be downsized by 10 hp. The cost to construct this new pipeline outweighed the potential benefits; therefore, the looped system was not assessed in any further scenarios.
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Figure 4.9 Scenario 1 Looped System Modeling Results
4.4.2 Scenario 2
Scenario 2 was modelled under three different operating conditions similar to Scenario 1.
4.4.2.1 Normal Operations
Results with both pump stations operating are shown on Figure 4.10 and are as follows:
Pump station is sized to 482 gpm at 250 ft TDH
Booster station at Peverini Park is sized to 960 gpm with 80 feet TDH Minimum 500,000-gallon storage tank to meet peak demand Velocity in the existing 8-inch transmission main is approximately 3 fps
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• Above 80 psi
Pipes
- Less than 2 fps
Between 2 and
7 fps
Greater than 7
fps
>.. -=-Milt'I 0 O.OXl.l.S O.i 0..., 1,e,,nt...,(.(y.i~t""'1ri,bu ~,--.. , i..,
~-..... ~,..,.....- ....
~
- .. ---lw•- ... .,..,,.......,~
311
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.10 Scenario 2 Normal Operations Modeling Results
4.4.2.2 Booster Station and Storage Tank Offline
The results with the pump station operating alone were very similar to the results in Scenario 1 as shown on Figure 4.11. The pump station is sized at 1444 gpm at 350 ft TDH and the velocity in the 8-inch transmission main is approximately 9.2 fps. The existing 8-inch transmission main was assumed to be acceptable since this scenario is unlikely to be common operating condition; however, the condition is not ideal because the high velocity creates significant headloss requiring the pump station to use a high level of pumping energy and a larger motor size than would be needed for normal operations.
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 21
Existing 8-inch
V = 3.0 fps
Headloss = 11 ft
Pump Station
482 gpm at
TDH of 250 ft
•
L•( '"••t
- • "'"'""".J"n
Booster Station
960 gpm at
TDH of 80 h
Storage Tank
500,000-gallons
Legend
P\Jmps
Junctions
• Less than 40 ps
• Between 40 an
80 psi
Greater than
• 80 psi
Pipes
Less than 2 fps
Between 2 and
7 fps
Greater than 7
fps
-==-.!._~,.,,, •• o 0.0,1:u..s Q.l
rt,,11Stv<JN<U1,;,1'...,.~ill,lbL.','••
tud.1.-.., r..u... .. v.m ..... v,,,
f'1...., ... ,..,pi.1tu"lp,,1p--
,.,., ..... ~_,.,_b<&..,._
fn9',..••.,'J•n:t:r•1e~K•u•:V
.... ..,..,,...i
312
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.11 Scenario 2 Booster Station and Storage Tank Offline Modeling Results
4.4.2.3 Pump Station at WRF Offline
The booster station operating alone results are very similar to the results with both pump stations operating, except the booster station demands increase to 1444 gpm at 80 feet TDH. The pipelines along Toledo Street, immediately downstream of the booster station would need to be upsized to 12-inch to keep the velocities during peak demand from exceeding the maximum velocity requirements.
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 22
Existing 8-inch
V aa 9.2 fps
Headless = 87 ft
•
Pump Station
1444 gpm at
TOH of 350 ft
..
•
..
i- • • l . 0 .,
• ---- ~ &N
•
legend
Pumps
Tanks
Junctions
• Less than 40 psi
• Between 40 and
80 psi
• Greater than 80
PSi
Pipes
- Less than 2 fps
Between 2 and
7 fps
Greater than 7
fps
~ o.""!' o_o~ .. ~_,"!, """'!' 0~1111.::::;
b.;,S•t••• c.,,d._.:tU5CiS.,br
i:,....,.ot- ,r""',t- ·•""'-•·1•--
"'""'"•'"-"'.,i-.."","''"10 .,..
'ff'"-~t• -
~-::---'!•"'4""~~~"'¥
313
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.12 Scenario 2 Pump Station at WRF Offline Modeling Results
4.4.3 Scenario 3
Scenario 3 was modelled under three different operating conditions:
Normal operations – Pump station and elevated tank online Elevated tank offline – Pump station operating to serve the system Pump station offline – Tank with potable backup water supply to serve the system
4.4.3.1 Normal Operations
Results with both the pump station and elevated tank operating, are shown in on Figure 4.13 and are as follows:
Pipeline along Orchard Lane, to and from the storage tank, would need to be 12 inches in diameter The pipes along Gabilan Drive would need to be upsized to 12-inches to deliver all demand flow from the tank to the rest of the system
The pump station is sized to deliver 675 gpm at 350 feet TDH to provide a minimum pressure of 40 psi at highest elevation sites
Minimum 500,000-gallon storage tank to meet peak demand Velocity in the existing 8-inch transmission main is approximately 4.3 feet per second (fps)
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 23
•
Upsize pipeline from
6-inch to 12-inch
•
•
•
11 t '"•~I
• µn"'" ln,,
•
Booster Station
1444 gprn at
TOH of 80 ft
Legend
P\Jmps
Tanks
Junctions
• Less than 40 ps·
Between 40 an • 80 psi
• Greater than 80
psi
Pipes
- Less than 2 fps
Between 2 and
7 fps
Greater than 7
fps
--=-.>.. _ .,,,., 0 0.07CU5 Q.l
C.mS-.-tt·, o:l~M4,115G<;,f" .. , lln<knc, ,....,_.,.,,w,.,..,.,u,., f-i,... .. ro,pW.n1W1P.•P-•- oq,,.,1cfrl_ ... .,.,...._,,_......_
[t,o,, . .. ...,. .,,1 ...... ~ tu,,.~~
1>Nll<•1,:.j,,.,d,
314
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.13 Scenario 3 Normal Operations Modeling Results
4.4.3.2 Elevated Tank Offline
The results with the pump station operating alone were very similar to the results under these operating conditions in Scenarios 1 and 2, despite the slight changes to the pipeline layout in the north portion of the system. See Figure 4.14. The pump station is sized at 1444 gpm at 350 ft TDH and the velocity in the existing 8-inch transmission main is 9.2 fps. The existing 8-inch transmission main was assumed to be acceptable since this scenario is unlikely to be common operating condition; however the condition is not ideal because the high velocity creates significant headloss requiring the pump station to use a high level of pumping energy and a larger motor size than would be needed for normal operations.
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 24
Existing 8-inch
V aa 4.3 fps
Headloss aa 21 ft
Pump Station
675 gpm at
TDH of 350 ft
•
. ._
• •
• t'
Storage Tank
500,000-gallons
770gpm
12-inch pipeline
along Orchard Lane
Upsize pipeline from
4-inch to 12-inch
Legend
Pumps
Tanks
Reservoirs
JuflCtions
• Less than 40 psi
• Between 40 a
80 psi
• Greater than 80
psi
Pipes
- Less than 2 fps
Between 2 and
7 fps
Greater than 7
fps
~
0 - 0070~ - '"""" ,l ~ 0-:1 Pi,,Q,5,,.,, .. ,0-,.,.... us,-_.llri o...,.,..r.-... ~.,._ ili,p·•-"-~ ... -pew,...., _,..,...~la.I,,.,._ E,:::,... Z:"'OOM•"'1 •• •IO()'
315
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.14 Scenario 3 Storage Tank Offline Modeling Results
4.4.3.3 Pump Station Offline
With a potable backup water supply, the elevated tank would be able to serve the entire system and provide the minimum required pressure of 40 psi at each delivery point. Due to the open water system, this scenario provides more moderate pressures in the system. See Figure 4.15.
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 25
Existing 8-inch
V = 9.2 fps
Headloss = 87 ft
•
.,
Pump Station
1444 gpm at
TDH of 350 ft
7 Offline
legend
Pumps
■
Tanks
lit
Reservoirs
Junctions
• Less than 40 psi
• Between 40 and
80 psi
• Greater than 80
OSI
Pipes
Less than 2 fps
Between 2 and
7 fps
Greater than 7
fps
i. 0 ... 0010 ::::,,15 ... •o.files li.ot•s..r- f ty l ,;,Hdod,..B-~lo, I W1 [) .. _...._, h,_,.....,_..,...,1,,,+.,
r..-•-"'ri., .. "'il~..-.1 ,..,,..,. , 41 ....... ,.t ........ "" f .,,...., ,,,1, l "lol')'• ••·tf
f•N,,;I~~
316
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.15 Scenario 3 Pump Station Offline Modeling Results
4.4.4 Scenario 4
Scenario 4 was only modelled under one operating condition, as the tank and pump station both being located at the WRF requires the pump station to be online for flow to be delivered to the system. The existing 8-inch transmission main would be used to deliver potable water to the WRF for emergency backup; therefore, a new transmission main is required to deliver recycled water to the distribution system from the WRF. Results are shown in on Figure 4.16 and are as follows:
A 12-inch pipe is required for the new transmission main as all 1444 gpm of flow would need to be moved through that pipe.
Velocity in the new 12-inch transmission main is approximately 4.5 feet per second (fps) The pump station is sized to deliver all the flow from the WRF or the storage tank, at 1444 gpm and 275 feet TDH
The tank was assumed to be 360,000 gallons
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 26
•
• •
•
7 Offline
Storage Tank
500,000-gallons
1,444 gpm
•
•
legend
Pumps
Junctions
• Between 40 an
80 psi
• Greater than 80
psi
Pipes
Less Iha n 2 fps
Between 2 and
7 fps
Greater than 7
fps
--=::;ao!.- M,I~
0 0.0:i0.15 (U
U.:.s-«u Olrals-.1.t:ilJS(j'i,fv ~.~,,,.,r..., ..... _,._,.,_ ............... ,u--.~•--· ••P"-.....--- ...,.._ngrAl,lm......,., ..........
•r-.::1~ ----~
317
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.16 Scenario 4 Modeling Results
4.4.5 Scenario Five
The last scenario was also only modelled under one operating condition, as the existing elevated storage tank at Vosti Park is not large enough to store flow to be delivered to the system. The pump station at the WRF would deliver all flow to the existing storage tank, but the booster station would deliver all flow to the system. Results are shown in on Figure 4.17 and are as follows:
The existing 8-inch transmission main would need to be upsized to a 12-inch The pump station would need to deliver 1444 gpm at 150 feet TDH The booster station would deliver 1444 gpm at 175 feet TDH All pipelines between the pump station to the storage tank and the pipelines immediately downstream of the booster station would need to be sized at 12-inches to allow all the flow for the system to pass through without exceeding the maximum velocity
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 27
New 12-inch
V = 4.5 fps
Headless = 12 ft
Existing 8-inch
Deliveri ng 750
gpm to tank
Storage Tank
360,000-gallons
rr;a
i
•
Pump Station
1444 gpm at
TDH of 275 ft
•
•
! Legend
Pumps
Tanks
Reservoirs
Junctions
• Less than 40 psi
• Between 40 and
80 psi
• Greater than BO
psi
Pipes
Less than 2 fps
_ Between 2 and
7 fps
_ Greater than 7
fps
~ -,!._ - "'"~ 0 0 0 1015 0.3
~:::~::7.!:.!;_' ,::!~'7~ L111
Ayu••~f,ypijn't"'l""'~~<I
,.,_,I ~j,"111'1"~ l(iaw,,._
[""J .... -q .... 1f<",..,,.~¥"f¥'f'
..__""f·-
318
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 4.17 Scenario 5 Modeling Results
4.5 Recommendations
A workshop was held with the City staff on January 30, 2024, to review the different scenarios and the subject was subsequently discussed several times. Advantages and disadvantages for each scenario, provided on Table 4.1, were presented during the workshop along with estimated construction costs.
Details of the estimates are provided in Appendix D. The costs are consistent with the Association for the Advancement of Cost Engineering (AACE) Estimate Class 4. AACE Estimate Class 4 is used for project screening, alternative screening, determination of feasibility, concept evaluation, and preliminary budget approval. Typically, engineering is from 1% to 15% complete and based on limited information. Cost estimates use parametric cost models and have wide accuracy ranges. Typical accuracy ranges for Class 4 estimates are -30% to +50%.
Construction cost estimates will be updated through final design and included with the 30% design, 60% design, 90% design, and 100% design deliverables.
The City narrowed the options down to Scenarios 1 and 4 and Table 4.2 further compares both of these scenarios. Based on its advantages, Scenario 4 will be the configuration for the Project. See Figure 1.2.
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 28
New 12-inch
V a; 4.5 fps
Head loss a; 12 ft
Pump Station
1444 gpm at
TOH of 175 ft
.. .
Parallel 12-
inch pipelines
•
Booster Station
1444 gpm at
TDH of 150 ft
Legend
Pumps
Junctions
• Less than 40 psi I • Between 40 and
80 psi
• Greater than 80
psi
Pipes
Less than 2 fps
_ Between 2 and
7 fps
_ Greater than 7
fps
4. a ~~a'=a-.."',•, - 0;~:1 n. , ~ .... c11,~-•-<1.~c... .. ~,._, .. ,,-...r,....,. • .,.~ ... -• ... ,Lo,r,'"'"9 .................. ... , ""''_,,.., . .,..., ..... !~:;.:!.i~ .... ...,, "''..-." 319
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Table 4.1 Scenario Comparison
Scenario Description
Pump
Station
at WRF
Booster
Station
Storage
Tank Advantages Disadvantages
Estimated
Construction
Costs
(Jan 2024)1
-PS and BS can operate independently
$15,942,000
(provides redundancy)
1 Booster station and
storage tank at
Toledo Park
-Storage tank close to a potable water source
-Allows bidding flexibility for cost control (tank
and booster station can be a bid alternate)
-Storage tank and BS located at undeveloped
-Hydropneumatic zone (not an open water
surface)
park and at a more central location of the
system
-PS and BS can operate independently $16,088,000
2 Booster station and
storage tank at
Peverini Park
(provides redundancy)
-Storage tank close to a potable water source
-Allows bidding flexibility for cost control (tank
and booster station can be a bid alternate)
-Upsizing of piping along Vista Avenue
-Storage tank and BS located at developed
park; may require removal of existing park
facilities
-BS operates at lower required TDH
3 No booster station.
Storage tank uphill
by existing
Reservoirs RB1 &
RB2
-Fewer facilities (no booster station)
-System serve by gravity from storage tank
-Open water system
-Provides more moderate pressures in the
system
-Pump station operating at a higher
required TDH
-Storage tank difficult and more costly to
construct up the hill
-Backup water supply requires a new
pump from adjacent potable tank
$18,769,000
4 No booster station.
Pump station and
tank at WRF
-Fewer facilities (no booster station)
-Both recycled water and potable water
backup provided at WRF
-Requires a new water backup supply
source (Groundwater well or PW pipeline
extension)
-Requires generator at the WRF
$15,240,000
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 1
320
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
5 Use existing storage
tank at Vosti Park
-Fewer facilities (no new storage tank)
-Existing storage tank has a potable water
source
-Pump and booster station will operate at
lower required TDH
-Open water system
- No storage capacity in existing storage
tank
-Lacks redundancy
-Storage tank may not meet current design
standards
-BS located at developed park; may
require removal of existing park facilities
$17,861,000
Notes:
(1) Includes 30% contingency
Table 4.2
Scenario Description
Pump
Station
at WRF
Booster
Station
Storage
Tank Advantages Disadvantages
Estimated
Construction
Costs
(Jan 2024)1
- Day time pumping results in less efficient
1 Booster station and
storage tank at Toledo
Park
- Storage tank and BS located at
undeveloped park (fewer existing
obstructions)
operations (high peak power costs during
day)
- Requires approval from planning
department
$15,942,000
- Visual impacts of facilities
4 No booster station.
Pump station and tank
at WRF
- Fewer facilities (easier to operate, less to
maintain)
- Smaller storage tank
- Potable water source at plant
- Lower construction and
operation/maintenance costs
- Risk of flood damage
- Tank will take up additional space at the
WRF
- Additional permitting from Caltrans and
UPR (requires casing pipe)
- Need to drain tank/line once a week when
not used
$15,240,000
Notes:
(1) Includes 30% contingency
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 2
321
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
4.6 Surge Analysis
A surge analysis will be performed during final design to determine the required protection for the system.
4.7 System Optimization
The irrigation system design will occur during final design which will refine the preliminary irrigation demands used to develop the hydraulic model. During final design, the updated irrigation demands will be incorporated into the model and the pump station and pipeline sizes will be refined.
The City has also indicated a preference to upsize strategic pipelines in the event additional recycled water demand be identified in the future, which is currently unknown. Strategic pipeline upsizing will be identified in final design. This strategy would involve delivering recycled water outside the irrigation window, so the pump station size would not increase.
SECTION 5 PUMP STATION
The pump station will be located at the City’s Water Reclamation Facility (WRF) as shown in Figure 1.2. It will draw recycled water from existing WRF facilities and supply the recycled water distribution system to serve the City’s parks and schools. This section discusses design elements associated with the pump station including preliminary layout alternatives, type and size of pumps considered, site improvements, and electrical and instrumentation. A list of pump station design recommendations is provided at the end of this section.
5.1 Existing W3 Pump Station
The existing W3 Pump Station draws water from the existing reclaimed water pump station wet well to provide W3 service water to facilities within the WRF and the existing fire suppression system. The W3 Pump Station will not be modified as part of this Project and will continue to be used solely to serve facilities within the WRF. The City’s existing W3 pump station is shown in Figure 5.1.
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 1
322
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 5.1 Photo of Existing W3 Pump Station at the WRF
5.2 Pump Station Layout
Five alternative recycled water pump station layouts were developed and reviewed with the City. The City has indicated a packaged pump station is preferred for the Project. Key design criteria considered for each alternative includes:
• Minimizing distance from the existing reclaimed water pump station wet well for better pump hydraulics
• Minimizing existing utility crossings and potential relocation • Minimizing modification to existing WRF facilities and site access • Minimizing impacts to WRF operations during construction • Simple integration with existing WRF operations
• Ease of operation
For the conceptual layout, a pump station footprint of 15 feet by 25 feet was assumed. The final footprint will be confirmed during final design and is anticipated to be smaller. The layout also includes a 55-foot diameter backup potable water storage tank and associated piping to provide backup supply to the pump station in the event of a water quality issue at the WRF.
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 2
323
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
5.2.1 Alternative 1
This alternative locates the new booster pump station immediately south of the existing reclaimed water pump station as shown in Figure 5.2. A short segment of suction piping will convey water from the existing reclaimed water wet well to the pump station. The pump station would be similar to the existing W3 pump station.
Field observations indicate the proposed pump station may encroach upon the access road running east/west and several utilities along its southern edge. As such, realignment of the access road and relocation of existing utilities may be required. In addition, the proposed pump station may conflict with an existing stairway providing access to the reclaimed water pump station and wet well and will need to be relocated.
The backup potable water supply pipeline and discharge header will cross several existing utilities located in the access road to the west of the existing reclaimed water pump station as shown in Figure 5.1. Farther west, the backup potable water supply pipeline will penetrate through two earthen berms and connect to the storage tank. The discharge header penetrates one earthen berm, turns north at the access road, and continues to the existing 12-inch recycled water transmission main identified in Figure 1.1. Pipe penetrations through earthen berms will be watertight and designed to maintain structural integrity of the berm.
Figure 5.2 Alternative 1 – Layout Sketch
5.2.1.1 Advantages
Alternative 1 has the following advantages:
• Minimizing distance from the existing reclaimed water pump station wet well for better pump hydraulics
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 3
FROM CITV OF SOLEDAD
WATER DISTRIBUTION SVSTEM
...., •
MATCHl.lNI' - FOf! CONTINUATION
FILTER 1NnllENT
PWP STATION
NI() 1.0.IIG
EO</AL~ANK
... ., 0
.......-::::
324
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
5.2.1.2 Disadvantages
Alternative 1 has the following disadvantages:
• Several utility crossings along discharge pipe and backup potable water supply pipe alignments • Pump station may encroach upon access road and require roadway realignment • Existing utilities along the southern edge of the pump station footprint may need to be relocated • Pump station may encroach on stair access to the existing reclaimed water pump station and wet well and will need to be relocated
5.2.2 Alternative 2
This alternative locates the new pump station south of the flocculation tanks and UV disinfection system as shown in Figure 5.3. Suction piping will convey water from the existing reclaimed water wet well to the recycled water pump station crossing several existing utilities. The pump station would be similar to the existing W3 pump station.
Field observations indicate the southwest corner of the proposed pump station may encroach upon an earthen berm. A retaining wall may be required to hold back the berm and to create space for the pump station as shown in Figure 5.4.
The backup potable water supply pipeline and discharge header do not appear to cross existing utilities as shown in Figure 5.3. West of the proposed pump station, the backup potable water supply pipeline will penetrate through two earthen berms and connect to the storage tank upstream. The discharge header penetrates one earthen berm, turns north at the access road, and continues to the existing 12-inch recycled water transmission main. Pipe penetrations through earthen berms will be watertight and designed to maintain structural integrity of the berm.
Figure 5.3 Alternative 2 – Layout Sketch
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 4
FIIOM CfTY OF SOlEDAD
WATER DISTRIBUTION
SYSTEM ....
-.111-ru:r ti' UN IN tSl,,f
... TCHL/Nlo - Fc»l CONTII/IJArJON
11'-Dlf(
FIi. TE!f INFt.llENT
P1JIIP STATION
AHO 1. 0 1/G
EDUN...IZATI°" TANI( (st£ OWD llll(Rj
\ ... ., e
"
325
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 5.4 Proposed Recycled Water Pump Station Location for Alternatives 2 and 3
5.2.2.1 Advantages
Alternative 2 has the following advantages:
• Anticipated to be the lowest cost alternative
• Pump station is not anticipated to encroach upon access road running east/west • Relocation of existing utilities is not anticipated
5.2.2.2 Disadvantages
Alternative 2 has the following disadvantages:
• Several utility crossings along the suction pipe alignment • A retaining wall may be required along the southwest corner of the pump station to accommodate an existing earthen berm along the edge of the roadway
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 5
326
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
5.2.3 Alternative 3
This alternative matches the configuration of Alternative 2 (see Section 5.1.2) except for suction piping alignment. Suction piping will connect to the existing 24-inch reclaimed water pipe which currently conveys flow from the UV disinfection building to the reclaimed water pump station wet well as shown in Figure 5.5. The proposed location of the suction pipe conveying flow to the pump station is congested with existing utilities. Maintaining required clearance from existing utilities will be challenging and relocation of existing utilities is anticipated.
Figure 5.4 Alternative 3 – Layout Sketch
5.2.3.1 Advantages
Alternative 3 has the following advantages:
• Pump station is not anticipated to encroach upon the access road running east/west
5.2.3.2 Disadvantages
Alternative 3 has the following disadvantages:
• Maintaining adequate clearance form existing utilities will be challenging • Relocation of existing utilities may be required
• Several utility crossings along the suction pipe alignment • A retaining wall may be required along the southwest corner of the pump station to accommodate an existing earthen berm along the edge of the roadway
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 6
FROM CITY OF SOLEDAD
WATER DISTRIBUTION
SYSTEM
IIATCI/LlHE • FOR COHTI/11.JATIOII
FILTER INFLUENT
PUMP S TATION
AND 1. 0 11G
EQUALIZATION TNIK
~
327
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
5.2.4 Alternative 4
This alternative locates the new pump station at the southeast corner of the sludge drying pond area west of the flocculation tanks as shown in Figure 5.5. The sludge drying pond is at an approximate elevation of 161 feet and the access road along the eastern edge of the sludge drying pond is at an approximate elevation of 169 feet equal to a difference in elevation of 8 feet. The southeast corner of the sludge drying pond would be filled in to match the elevation of the access road for the pump station.
This pump station alternative includes a below ground wet well structure with vertical turbine pumps. The vertical turbine pumps and associated equipment will be mounted on a steel skid similar to what is shown in Figure 5.6. The new wet well will be gravity fed by the existing reclaimed water wet well via the wet well feed pipe shown in Figure 5.5. City operations staff indicated an existing16-inch reclaimed water pipe south of the proposed pump station (shown in Figure 5.5) may be repurposed as the wet well feed pipe.
The City is field verifying if the existing 16-inch reclaimed water pipe was constructed. If the 16-inch reclaimed water pipeline was not constructed, a new pipeline will be needed. Design of the pump station and wet well is more complicated than Alternatives 1, 2 and 3, and therefore has a higher construction cost. In addition, the wet well would create a confined space for maintenance staff.
The wet well feed pipe crosses several existing utilities and penetrates through two earthen berms. The discharge header penetrates one earthen berm, turns north at the access road, and continues toward a connection (not shown in Figure 5.5) to the existing 12-inch recycled water transmission main. Pipe penetrations through earthen berms will be watertight and designed to maintain structural integrity of the berm.
Figure 5.5 Alternative 4 – Layout Sketch
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 7
FROM CITY OF SOI.EDAD
W/ITER DISTRIBUTIOI<
SYSTEM
MATCHLINE - FOlt CONTI~Artr»I
FU TER INFLUENT
PUIIP STATION
328
BASIS OF DESIGN REPORT
MAY 2024 / DRAFT / CAROLLO
Figure 5.6 Example Pump Station Skid with Vertical Turbine Pumps
5.2.4.1 Advantages
Alternative 4 has the following advantages:
• Pump station footprint is not anticipated to encroach upon access road running east/west • Relocation of existing utilities is not anticipated
• Potential reuse of existing 16-inch reclaimed water pipeline as wet well feed to simplify design and construction
• Minimizing impacts to WRF operations during construction.
5.2.4.2 Disadvantages
Alternative 4 has the following disadvantages:
CITY OF SOLEDAD
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• Most challenging hydraulics for pumps
• Site grading required to raise the elevation of the pump station and to accommodate a new buried wet well
• Vertical turbine pumps will be required for this configuration which will result in a more complex design and higher construction cost than Alternatives 1, 2, and 3. • If a new the suction pipeline is needed, it will cross several existing utilities. • The wet well would create a confined space for maintenance staff.
5.2.5 Alternative 5
This alternative expands the existing reclaimed water pump station wet well, as shown in Figure 5.7, to accommodate three vertical turbine pumps for the Project. Expanding the existing reclaimed water pump station and wet well is the most complicated and expensive alternative due to structural and hydraulic design needs.
The existing reclaimed water pump station wet well wall between the existing wet well and expanded wet well would need to be partially demolished and connected to the expansion. Structural design is further complicated to ensure the expansion can withstand seismic loads, since the current seismic design standards are more stringent than when the wet well was originally constructed. A shutdown of the reclaimed water pump station and wet well will be required during construction. See Figure 5.8 for a sketch of the reclaimed water pump station wet well expansion.
From the hydraulic design perspective, modelling will be required to ensure the new vertical turbine pumps can operate efficiently concurrently with the existing reclaimed water pump station. Other factors that complicate design and increase cost include potential utility relocation and roadway realignment along the southern edge of the structure expansion.
The backup potable water supply pipeline and discharge header will cross several existing utilities running north/south along the access road to the west of the existing reclaimed water pump station as shown in Figure 5.7. Further west, the backup potable water supply pipeline will penetrate through two earthen berms and connect to the storage tank upstream. The discharge header penetrates one earthen berm, turns north at the access road, and continues toward a connection (not shown in Figure 5.1) to the existing 12-inch recycled water transmission main. Pipe penetrations through earthen berms will be watertight and designed to maintain structural integrity of the berm.
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Figure 5.7 Alternative 5 – Layout Sketch
Figure 5.8 Reclaimed Water Pump Station and Wet Well Expansion Sketch
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT 10
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5.2.5.1 Advantages
Alternative 5 has the following advantages:
• Expands the reclaimed water pump station wet well capacity similar to what was intended in the 2007 WWTP Upgrade and Expansion Project
• Matches the existing reclaimed water pump station and wet well configuration for similar operation procedures
5.2.5.2 Disadvantages
Alternative 5 has the following disadvantages:
• Anticipated to be the highest cost alternative
• Wet well expansion complicates design
• Construction of wet well expansion will require extended shutdown of existing reclaimed water pump station
• Vertical turbine pumps will be required for this configuration which will result in a more complex and costly design than most other alternatives
• The discharge pipe and backup water supply pipe cross several existing utilities • Existing utilities along the southern edge of the expanded structure may need to be relocated
5.2.6 Recommendations
A meeting was held with City operations staff on March 13, 2024, to review the pump station layout alternatives described in Section 5.1. Advantages and disadvantages for each alternative were presented during the meeting. Operations staff narrowed the options down to Alternative 1 and 4.
During a meeting held on March 21, 2024, the City selected Alternative 4 as the preferred alternative because it minimizes construction impacts to WRF operations, it is not located in a congested area, and it may be able to utilize an existing 16-inch reclaimed water pipe further minimizing construction impacts.
5.3 Site Improvements
The pump station will be located at the southeast corner of the sludge drying pond area west of the flocculation tanks as shown in Figure 5.5. The sludge drying pond is at an approximate elevation of 161 feet and the access road along the eastern edge of the sludge drying bed is at an approximate elevation of 169 feet equal to a difference in elevation of 8 feet. The southeast corner of the sludge drying pond will be raised to match the elevation of the access road for the pump station. An existing access ramp on the southeast corner of the sludge drying bed will be relocated to provide access to the pump station.
SECTION 6 POTABLE WATER BACKUP
A backup potable water supply will be provided for the Project in the event that the WRF effluent does not meet Title 22, Division 4, Chapter 3, CCR requirements for recycled water. This section discusses the two potable water backup alternatives that have been evaluated:
• New Potable Water Pipeline to the WRF and Potable Water Backup Tank
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• Swivel-Ell Connection
6.1 New Potable Water Pipeline to the WRF and Potable Water Backup Tank
Currently, there is no potable water source at the WRF. This alternative would construct a new potable water pipeline to the WRF and a new potable water backup tank.
6.1.1 New Potable Water Pipeline to the WRF
A new potable water pipeline is needed from the City’s potable water distribution system to the WRF.
The existing 8-inch transmission pipeline located from the WRF to Front Street is undersized for the Project and could be used to convey potable water to the WRF, since it has never been put into service.
Additional 8-inch pipeline would need to be constructed on each end of the existing 8-inch pipeline to connect to the City’s potable water system and to the potable water backup tank at the WRF, as show in Figure 6.1. Permits would be needed from UPRR and Caltrans to construct the additional 8-inch pipeline to the City potable water system.
Figure 6.1 Potable Water Pipeline to the WRF
The City’s on-call potable water hydraulic modelling consultant, Akel Engineering Group, Inc. (Akel), evaluated the supply availability for a connection to the potable water system at Front Street and Moranda Road. Akel evaluated the potential delivery point based on the following conditions:
• Pressures with High Operational Tank level (29’)
• Pressures at Lower Operational Tank Level (15’)
Suction pressures versus flow rate curves, shown on Figure 6.2, were provided by Akel for the connection point at Front Street and Moranda Road.
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Figure 6.2 Suction Pressure versus Flow Rate Curves at Front Street and Moranda Road (courtesy of Akel Engineering Group, Inc.)
The available flow capacity from the connection point to the storage reservoir was determined by calculating the head loss through the 8-inch pipeline The low level tank curve was used for the available supply capacity, resulting in a maximum flow capacity that could be conveyed through the 8-inch pipeline of approximately 750 gpm, which is about half of the peak day demand.
6.1.2 Potable Water Backup Tank
The potable water backup tank would be initially full to supply the recycled water pump station and continue to fill at during recycled water demand to provide maximum day irrigation demands.
6.1.2.1 Tank Size
The operating tank capacity required is approximately 360,000 gallons using a maximum day system demand of approximately 1,444 gpm over an 8-hour window and a potable water supply of approximately 750 gpm.
The tank diameter would be approximately 55 feet. Final design of the tank would need to account for dead space at the bottom of the tank, free board, or sloshing wave height.
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The proposed tank location is south of the wind turbine within the sludge drying pond as shown on Figure 6.3. An area of the pond, south of the wind turbine, will be backfilled to match the elevation of adjacent road to elevate the storage tank and keep it above the pond invert. In addition, the access ramp on the southeast corner of the pond will need to be relocated for construction of the storage reservoir.
Figure 6.3 Storage Tank Location and Layout
6.1.2.2 Tank Material
A steel tank is the most economical material for this tank size and two types of steel tanks can be constructed:
• Welded steel tanks
• Bolted steel tanks
Welded steel tanks are fabricated onsite by welding steel plates together to form a cylinder and can be specifically sized to the project needs. Design and construction of welded tanks are performed under the guidelines of AWWA D100.
Bolted steel tanks are fabricated onsite by bolting individual steel panels to form a cylinder. Gaskets or sealants are used to achieve a watertight seal at the bolted joints. Bolted tanks are typically offered in incremental sizes depending on the tank manufacturer’s panel size. Design and construction of welded tanks are performed under the guidelines of AWWA D103.
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Installing a new tank would require provisions for mixing and potentially periodically draining the tank to keep the potable water from stratifying and losing chlorine residual.
Table 6.1 presents some of the benefits and tradeoffs between the two tank alternatives.
Table 6.1 Tank Alternative Pros and Cons
Welded Steel Tank Bolted Steel Tank
Pros
Can be customized to fit specific needs
Less susceptible to corrosion
Requires less frequent inspection and maintenance
Less expensive to construct
Installation process is faster and easier
Cons
Requires specialized welding equipment and skilled labor for installation
More expensive and time consuming to construct
Tanks are offered in incremental sizes (not
customizable)
Requires more frequent inspection and maintenance
More susceptible to corrosion
6.2 Swivel-Ell Connection
This alternative would construct two new swivel-ell connections directly to the City’s potable water system, one at each of the City’s potable water pressure zones to provide an emergency potable water backup. A swivel-ell is an assembly consisting of a reduced pressure principle backflow prevention assembly combined with a changeover piping configuration (swivel-ell connection) to directly connect recycled water users to the potable water system while simultaneously disconnecting the supply side of the recycled water system.
On December 19, 2023, the State Water Resources Control Board adopted the Cross-Connection Control Policy Handbook (CCCPH) with an effective date of July 1, 2024, which allows the use of swivel-ell connections as an emergency potable water backup to recycled water systems.
The minimum acceptable design and construction criteria for a swivel-ell are prescribed in the CCCPH and include:
• Prior to operation of a swivel-ell, the City must receive approval for the design and construction plans of that swivel-ell from the State Water Board
• The drinking water supply must not be directly connected to the recycled water supply, nor be designed such that the recycled water use site could be supplied concurrently by a recycled water supply and a drinking water supply
• The drinking water supply line and the recycled water supply line must be offset in a manner that ensures a tee-connection, spool, or other prefabricated mechanical appurtenance(s) could not be readily utilized in lieu of the swivel-ell connection, nor result in the recycled water use site being supplied concurrently by recycled water and drinking water • The recycled water supply line used in conjunction with the swivel-ell must be the only recycled water supply to the recycled water use area
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• The swivel-ell must be located as close as practical to the public water system service connection, with the swivel-ell connection being located as close as practical to the RP upstream of the swivel-ell
• The swivel-ell must:
o be located above ground
o be color-coded pursuant to section 116815 of the California Health and Safety Code and its implementing regulations
o include appropriate signage, as required by regulation and the State Water Board o be provided the security necessary to prevent interconnections, vandalism, unauthorized entry, etc.
o be provided with meters on both the recycled water service and drinking water service connections.
Example schematics of a swivel-ell are presented in Figure 6.4 and an example photo of a swivel-ell is presented in Figure 6.5.
Figure 6.4 Schematics of a Swivel-Ell
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Figure 6.5 Photo of a Swivel-Ell
Akel provided flow and pressure information from the City’s potable water hydraulic model at various locations along Gabilan Drive for a swivel-ell connection to the City’s upper potable water pressure zone.
The best location for swivel-ell connection to the City upper potable water zone is the transition between the upper pressure zone and lower pressure zone and is located at Gabilan Drive and West Street. The swivel-ell connection at the City’s lower potable water pressure zone would occur at Front Street and Moranda Road, similar to the new potable water pipeline to the WRF and potable water tank alternative.
Akel evaluated the potential delivery point based on the following conditions:
• Pressures with High Operational Tank level (29’)
• Pressures at Lower Operational Tank Level (15’)
Suction pressures versus flow rate curves, shown on Figure 6.6, were provided by Akel for the connection point at Gabilan Drive and West Street.
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Figure 6.6 Suction Pressure versus Flow Rate Curves at Gabilan Drive and West Street (courtesy of Akel Engineering Group, Inc.)
The two swivel-ell locations would be located at:
• Gabilan Drive and West Street
• Front Street and Moranda Road
The swivel-ell locations would serve each recycled water user with approximately the same pressure as the existing irrigation system and disconnect the upstream recycled water source in conformance with CCCPH requirements. A figure of the recommended locations is presented in Figure 6.7.
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Figure 6.7 Recommended Swivel-Ell Locations
6.3 Recommendation
The alternatives were discussed with the City during project Progress Meetings on March 12, 2024 and March 25, 2024 and the City’s preference is to move forward with the swivel-ell alternative primarily because it is significantly less expensive and reduces future O&M needs of a new potable water backup tank.
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SECTION 7 PIPELINES
The pipelines for the Project, as depicted on Figure 1.2, include:
• 12-inch transmission pipeline from WRF to Front Street to convey water from the WRF o The pipeline diameter may be upsized by the City during final design to strategically provide recycled water to a demand that has yet to be identified • City-wide distribution system pipelines ranging from 4- to 8-inches in diameter
7.1 Pipeline Alignment
7.1.1 Transmission Pipeline
The existing transmission pipeline is composed of 8-inch and 12-inch diameter pipes as shown on Figure
1.1. The existing 8-inch transmission pipeline from the WRF to Front Street, located within farmland, is undersized for the Project. A new 12-inch pipeline will be constructed parallel to the existing 8-inch pipeline for the Project. It will tie into the existing 12-inch transmission pipeline at WRF on the south end and the existing 12-inch transmission pipeline on the north end before the railroad crossing. Additional easements may be required for the transmission pipeline through the farmland, which will be confirmed during final design In addition, construction work restrictions may include a work window the reduces the impact to farming operations.
7.1.2 City-Wide Distribution System
The distribution system is be divided into two pipeline systems – to the northern and southern parts of the City. At the intersection of San Vicente Road and Front Street, the existing transmission main bifurcates with a pipeline continuing east along Front Street until it intersects West Street and terminates.
At this location the distribution pipeline will connect to the existing distribution mains to serve the City parks and schools located in the southern half of the City.
The second segment of the existing transmission pipeline is located north along San Vicente Road then east and along Gabilan Drive until it intersects West Street and terminates. At this point, the distribution pipeline will tie into the existing transmission main to serve the City parks and schools located in the northern half of the City.
The pipeline alignments proposed in the 2023 Miller Report were reviewed and confirmed with the City.
The alignments are located along city streets within the public right-of-way. Repair and replacement of pavement during construction will follow the City’s 2023 Pavement Management Program Update Final Report prepared by Pavement Engineering Inc., October 2023.
7.2 Pipeline Materials
Several pipeline material were considered such as PVC, ductile iron, fused PVC, and HDPE. The costs for ductile iron, fused PVC, and HDPE are significantly higher the PVC. Therefore, PVC pipe, with ductile iron fittings, is the recommended pipeline material for the following reasons:
• Suitable for the Project size and pressures.
• City familiarity with the materials.
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• Same pipe material as the existing transmission main.
C900 DR18 PVC pipe (purple pipe) is recommended for pressures below 200 psi and at locations where pressures are higher than 200 psi, C900 DR14 PVC pipe is recommended.
7.3 Pipeline Separation Criteria
7.3.1 Separation Criteria
The City’s recycled water quality is considered disinfected tertiary recycled water as defined in California Code of Regulations (CCR) section 60301.230. As outlined in Chapter 16 - California Waterworks Standards of Title 17 of the CCR, the basic requirements for horizontal separation of recycled water mains from potable water mains are:
• at least 4 feet horizontally from, and one foot vertically below existing potable water mains. • 1-foot horizontal clear separation from existing potable water mains with special permission and special design (i.e, no pipe joints, concrete encasement, etc.), approved by DDW on a case-bycase basis.
Although Water Works standards do not specify separation requirements between recycled water and non-potable pipelines, 3-feet of separation will be provided to avoid construction impacting adjacent facilities.
To limit the effects of pipeline loading from heavy equipment the pipeline should maintain a minimum cover of 4 feet. The pipeline should also maintain a minimum 1-foot clearance with existing utilities where possible. Pipeline barrels should be centered at utility crossings so rubber gasketed joints are located as far as possible from the utility crossing.
7.4 Appurtenances
Pipeline appurtenances are an essential component for the operation and efficiency of a pipeline.
Appurtenances include air valves, blowoffs, and isolation valves. The methodology for the selection and location of pipeline appurtenances is contained in this section. Pipeline appurtenances will be sized and located during the final design phase after the pipeline alignment and profile have been developed.
7.4.1 Air Valves
Air valves are commonly installed on to manage air and vacuum conditions occurring in the pipeline. The installation of combination air valves is recommended along the alignment to perform the function of both air release valves and air/vacuum valves.
Locations of air/vacuum valve assemblies are determined by the topography of the pipeline system with spacing in conformance with recommendations in AWWA M51. Recycled water air valves can be located in below above-ground vaults or above ground enclosures and will be confirmed during final design.
7.4.2 Blow-Offs
Blowoffs will be provided at selected low points and on the up-gradient side of isolation valves to facilitate pipeline dewatering for inspection, maintenance, and emergency conditions. Where feasible,
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blowoffs will be located near sanitary sewer manholes to facilitate convenient disposal of water. In small diameter distribution systems, blow-offs are often minimized and the need for blow-offs and the locations will be review during final design.
7.4.3 Isolation Valves
Isolation valves will be installed at recommended periodic locations and at strategic locations, such as a branch off a main line. Valves for pipelines smaller than 12-inch in diameter will be resilient wedge gate valves in accordance with AWWA C509 Standards. Isolation valves for pipelines larger than 12-inch in diameter will be evaluated for height restrictions to determine if there is enough clearance to grade to install a gate valve. Butterfly valves in accordance with AWWA C504 Standards may be needed if there is not enough clearance and will be confirmed with the City during final design. The valves will be rated for pressures up to 250 psi.
7.4.4 Service Connections
A typical service connection will include:
• Flanged or threaded outlet from the main line, either field installed as a branch tee or using a tapping saddle.
• Isolation valve or corporation stop at the service outlet. • Service line to the right-of-way boundary or other defined meter location. • Meter assembly in meter box or above ground in an enclosure, if needed. • Pressure reducing valve to protect the customer irrigation system (where needed). • Consideration of an irrigation pressure boosting system (some existing irrigation systems have pressure boosting systems. Service connections to each school and park will be individually evaluated during final design.
SECTION 8 IRRIGATION SYSTEMS
Siegfried Engineering conducted a site visit to evaluate the existing irrigation systems at the parks and schools. Table 8.1 identifies which irrigation system requires retrofitting or replacement.
Table 8.1 Existing Irrigation Systems
No. Location Acreage Has Booster Pump? Retrofit or Replace 1 Lum Memorial Park 2.64
2 Peverini Park 2.9
3 Santa Barbara Park 1.08
4 San Antonio Park 0.46
5 Jack Franscioni Elementary
6 Toledo Park (Future) 3.78
7 Blas Santana Park 4.23
8 Soledad High School
9 Rose Ferrero Elementary
10 Frank Ledesma Elementary
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11 Veterans Park 4
12 Joe Ledesma Park 0.6
13 Main Street Middle School
14 Bill Ramus Park 0.45
15 Little League Park 2.9
16 Jesse Gallardo Park 4
17 San Vicente/Gabilan Elementary
18 Orchard Park 7.98
19 Ramirez Park 1.25
20 Vosti Park 6.44
SECTION 9 PROPERTY ACQUISITION
Facilities located within the City’s WRF and in City right of way will not need additional property. An encroachment permit is required for construction, but no additional easements will be acquired for the distribution system.
The City has a 20-foot-wide easement for the existing 8-inch transmission main, from the WRF to Front Street, located within farmland. The new 12-inch transmission pipeline will be constructed parallel to the existing 8-inch transmission main. The existing easement will be reviewed during final design to determine if additional permanent and temporary easements are required for the new 12-inch transmission pipeline.
SECTION 10 CEQA AND PERMITTING
10.1 Agency Reviews and Approvals
The primary regulation governing recycled water use is the California Water Code Regulations, Title 22.
The treatment requirement for this project would be tertiary treated recycled water, unrestricted use.
In June 2014, the California legislature passed State Bill 861, which authorized transfer of California Department of Public Health (CDPH)’s drinking and recycled water responsibilities, including the issuance of waste discharge requirements (WDRs), to the State Water Resources Control Board (SWRCB). Now, regulatory authority for projects using recycled water falls to the DDW within the SWRCB, as well as the Regional Water Quality Control Board (RWQCB). The roles of the SWRCB, RWQCB, and DDW are further discussed in the following sections.
10.2 California Environmental Quality Act (CEQA)
The California Environmental Quality Act (CEQA) is a statute that was passed to institute a statewide policy of environmental protection. CEQA requires state and local agencies within California to follow a protocol
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of analysis, to publicly disclose any environmental impacts of proposed projects and to adopt all feasible measures to mitigate those impacts.
CEQA will be completed by Denise Duffy & Associates with the City as the lead agency, to evaluate any potential environmental impacts associated with the City’s Recycled Water Conveyance Project. Based on the initial understanding of the project, an Initial Study / Mitigated Negative Declaration (IS/MND) is anticipated for the Project.
10.3 California Division of Drinking Water (DDW)
The DDW is charged with protection of public health and drinking water supplies and with the development of uniform water recycling criteria appropriate to particular uses of water. DDW recommendations are implemented through permits issued by the RWQCB.
The City’s WRF produces effluent that meets Title 22 recycled water requirements. A Title 22 Report for the distribution of recycled water must be approved by DDW and the RWQCB before recycled water projects are implemented.
10.4 State Water Resources Control Board (SWRCB)
The SWRCB establishes general policies governing the permitting of recycled water projects consistent with its role of protecting water quality and sustaining water supplies. The SWRCB also exercises general oversight over recycled water projects, including review of RWQCB permitting practices.
The SWRCB is the state agency that has jurisdiction over water quality throughout California. Under the SWRCB, nine RWQCBs have authority to exercise rulemaking and regulatory activities by water basin. The RWQCB is charged with protection of surface and groundwater resources. The City of Soledad is located in the Central Coastal Region.
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DESIGNED JOB NO.
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CITY OFGONZALEZ
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VICINITY MAP LOCATION MAP
CITY OF SOLEDAD WATER
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NOT FOR CONSTRUCTION DRAWN DRAWING NO.
CHECKED
SHEET NO.
DATE
AN NGO
SUS FOX
1 2 3 4 5 6 7 8 9 10 11 12 13
EX SHEET NO DWG NO DESCRIPTION 30%
(G) - GENERAL 53 00C42 PLAN AND PROFILE - ALIGNMENT B1 STA 10+00 TO 13+33.77 X 113 L8.5 SOLEDAD HIGH SCHOOL - INVENTORY 5 X X 165 00GE02 ABBREVIATIONS 54 00C43 PLAN AND PROFILE - ALIGNMENT B2 STA 10+00 TO 13+98.39 X 114 L8.6 SOLEDAD HIGH SCHOOL - INVENTORY 6 X X 166 00E01 PUMP STATION POWER AND CONTROL PLAN 1 2
3 4
5 00G01
00G0200G0300G0400G05
COVER SHEET
DRAWING INDEX
GENERAL AND CIVIL LEGENDS AND SYMBOLS
ABBREVIATIONS
SURVEY CONTROL
XXXXX
55565758
00C4400C4500C4600C47
PLAN AND PROFILE - ALIGNMENT B3 STA 10+00 TO 15+00PLAN AND PROFILE - ALIGNMENT B3 STA 15+00 TO 16+01.22PLAN AND PROFILE - ALIGNMENT B4 STA 10+00 TO 15+00PLAN AND PROFILE - ALIGNMENT B4 STA 15+00 TO 20+00 XXXX
115116117118
L8.7L8.8L9.0
L9.1
SOLEDAD HIGH SCHOOL - INVENTORY 7SOLEDAD HIGH SCHOOL - INVENTORY 8 ROSE FERRERO ELEMENTARY - POINT OF CONNECTIONROSE FERRERO ELEMENTARY - INVENTORY 1 XXXX
XXXX
167168169170
00E02
00E03
00E04
00E05
MCC ELEVATIONS - 1MCC ELEVATIONS - 2
SINGLE-LINE DIAGRAM - 1SINGLE-LINE DIAGRAM - 2
6 00G06 KEY PLAN 1 - TRANSMISSION MAIN AND ALIGNMENT A X 59 00C48 PLAN AND PROFILE - ALIGNMENT B4 STA 20+00 TO 24+45.94 X 119 L9.2 ROSE FERRERO ELEMENTARY - INVENTORY 2 X X 171 00E06 SCHEMATICS - 1 7 00G07 KEY PLAN 2 - ALIGNMENT B X 60 00C49 PLAN AND PROFILE - ALIGNMENT B5 STA 10+00 TO 15+00 X 120 L9.3 ROSE FERRERO ELEMENTARY - INVENTORY 3 X X 172 00E07 SCHEMATICS - 2 X 8 00G08 HYDRAULIC PROFILE AND DESIGN CRITERIA 61
6263
00C50
00C51
00C52
PLAN AND PROFILE - ALIGNMENT B5 STA 15+00 TO 15+79.01PLAN AND PROFILE - ALIGNMENT B6 STA 10+00 TO 14+31.69PLAN AND PROFILE - ALIGNMENT B7 STA 10+00 TO 15+00 XXX
121
122123
L9.4
L10.0
L10.1
ROSE FERRERO ELEMENTARY - INVENTORY 4FRANK LEDESMA ELEMENTARY - POINT OF CONNECTIONFRANK LEDESMA ELEMENTARY - INVENTORY 1 XXX
XX
173174
00E0800E09
SCHEDULES - 1SCHEDULES - 2
(D) - DEMOLITION 64 00C53 PLAN AND PROFILE - ALIGNMENT B7 STA 15+00 TO 20+00 X 124 L10.2 FRANK LEDESMA ELEMENTARY - INVENTORY 2 X XXX
9 10
11 00GD01
00D01
00D02
DEMOLITION GENERAL NOTES AND SYMBOLSDEMOLITION PLAN 1DEMOLITION PLAN 2 65 6667
68 00C5400C5500C5600C57
PLAN AND PROFILE - ALIGNMENT B7 STA 20+00 TO 21+95.04PLAN AND PROFILE - ALIGNMENT B8 STA 10+00 TO 12+50.78PLAN AND PROFILE - ALIGNMENT B9 STA 10+00 TO 15+00PLAN AND PROFILE - ALIGNMENT B9 STA 15+00 TO 16+70.44 XXXX
125126127128
L10.3
L12.0
L12.1
L12.2
FRANK LEDESMA ELEMENTARY - INVENTORY 3
JOE LEDESMA PARK - POINT OF CONNECTIONJOE LEDESMA PARK - INVENTORY 1JOE LEDESMA PARK - INVENTORY 2 XXXX X 175 00GN01
(N) - INSTRUMENTATION
SYMBOLS AND ABBREVIATIONS 1
69 00C58 PUMP STATION SITE PLAN X 129 L12.3 JOE LEDESMA PARK - INVENTORY 3 X X 176 00GN02 SYMBOLS AND ABBREVIATIONS 2 (C) - CIVIL X 70 00C59 PUMP STATION GRADING PLAN 130 L13.0 MAIN STREET MIDDLE SCHOOL- POINT OF CONNECTION X X 177 00GN03 SYMBOLS AND ABBREVIATIONS 3 X 71 00C60 PUMP STATION YARD PIPING PLAN 1 131 L13.1 MAIN STREET MIDDLE SCHOOL - INVENTORY 1 X X 178 00GN04 SYMBOLS AND ABBREVIATIONS 4 12 00C01 PLAN AND PROFILE - TRANSMISSION MAIN STA 10+00 TO 20+00 X X 72 00C61 PUMP STATION YARD PIPING PLAN 2 132 L13.2 MAIN STREET MIDDLE SCHOOL - INVENTORY 2 X X 179 00GN05 SCHEMATIC SYMBOLS13 00C02 PLAN AND PROFILE - TRANSMISSION MAIN STA 20+00 TO 30+00 X XX
7374
00C6700C68
EXISTING RECYCLED WATER SYSTEM IMPROVEMENTS 1EXISTING RECYCLED WATER SYSTEM IMPROVEMENTS 2 133134
L13.3
L13.4
MAIN STREET MIDDLE SCHOOL - INVENTORY 3MAIN STREET MIDDLE SCHOOL - INVENTORY 4 XX
XX
180
181
00GN0600GN07
SAMPLE LOOP DRAWING
EQUIPMENT TAGGING SYSTEM 1
14 00C03 PLAN AND PROFILE - TRANSMISSION MAIN STA 30+00 TO 40+00 X X 75 00C69 GABILAN DRIVE LANDSCAPING RETROFIT - SHEET 1 OF 2 135 L14.0 BILL RAMUS PARK - POINT OF CONNECTION X X 182 01N01 SCADA SITE PLANS15 00C04 PLAN AND PROFILE - TRANSMISSION MAIN STA 40+00 TO 48+00.10 X X 76 00C70 GABILAN DRIVE LANDSCAPING RETROFIT - SHEET 2 OF 2 136 L14.1 BILL RAMUS PARK - INVENTORY X X 183 02N01 CONTROL PANELS / NETWORK RACKS16 00C05 PLAN AND PROFILE - ALIGNMENT A STA 10+00 TO 15+00 X X 77 00C71 WEST STREET LANDSCAPING RETROFIT 137 L15.0 LITTLE LEAGUE PARK - POINT OF CONNECTION X X 184 03N01 SCADA BLOCK DIAGRAM17 00C06 PLAN AND PROFILE - ALIGNMENT A STA 15+00 TO 20+00 X X 78 00C72 LANDSCAPING RETROFIT DETAILS 1 138 L15.1 LITTLE LEAGUE PARK - INVENTORY X X 185 04N01 NETWORK BLOCK DIAGRAM18 00C07 PLAN AND PROFILE - ALIGNMENT A STA 20+00 TO 25+00 X X 79 00C73 LANDSCAPING RETROFIT DETAILS 2 139 L16.0 JESSE GALLARDO PARK - POINT OF CONNECTION X X 186 05N01 FIBER PINOUT DIAGRAMS19 00C08 PLAN AND PROFILE - ALIGNMENT A STA 25+00 TO 30+00 X X 80 00C74 PAVING PLAN 1 140 L16.1 JESSE GALLARDO PARK - INVENTORY 1 X X 187 06N01 CONTROL SCHEMATICS 1 20 21
222324252627
00C0900C10
00C11
00C1200C1300C1400C1500C16
PLAN AND PROFILE - ALIGNMENT A STA 30+00 TO 35+00PLAN AND PROFILE - ALIGNMENT A STA 35+00 TO 40+00PLAN AND PROFILE - ALIGNMENT A STA 40+00 TO 45+00PLAN AND PROFILE - ALIGNMENT A STA 45+00 TO 50+00PLAN AND PROFILE - ALIGNMENT A STA 50+00 TO 55+00PLAN AND PROFILE - ALIGNMENT A STA 55+00 TO 60+00PLAN AND PROFILE - ALIGNMENT A STA 60+00 TO 65+00PLAN AND PROFILE - ALIGNMENT A STA 65+00 TO 69+00
XXXXXXXX
XXXXXXX
81 82
83 84
858687
00C7500C7600C7700C7800C7900C80
00C81
PAVING PLAN 2PAVING PLAN 3PAVING PLAN 4PAVING PLAN 5PAVING PLAN 6PAVING PLAN 7PAVING PLAN 8 141
142143144145146147
L16.2L17.0
L17.1
L17.2
L17.3
L17.4L18.0
JESSE GALLARDO PARK - INVENTORY 2
SAN VICENTE/GABILAN ELEMENTARY - POINT OF CONNECTIONSAN VICENTE/GABILAN ELEMENTARY - INVENTORY 1SAN VICENTE/GABILAN ELEMENTARY - INVENTORY 2SAN VICENTE/GABILAN ELEMENTARY - INVENTORY 3SAN VICENTE/GABILAN ELEMENTARY - INVENTORY 4ORCHARD PARK - POINT OF CONNECTION
XXXXXXX
XXX
188189190
06N02
06N03
XXN07
CONTROL SCHEMATICS 2CONTROL SCHEMATICS 3
PUMP STATION P&ID
(T) - TYPICAL DETAILS
28 00C17 PLAN AND PROFILE - ALIGNMENT A STA 69+00 TO 70+54.57 X 148149
L18.1
L19.0
ORCHARD PARK - INVENTORY
RAMIREZ PARK - POINT OF CONNECTION
XX X 191 00TC01 CIVIL 1
29 00C18 PLAN AND PROFILE - ALIGNMENT A1 STA 10+00 TO 13+18.80 X (L) - LANDSCAPE 150 L19.1 RAMIREZ PARK - INVENTORY X X 192 00TC02 CIVIL 230 00C19 PLAN AND PROFILE - ALIGNMENT A2 STA 10+00 TO 14+60.08 X 151 L20.0 VOSTI PARK - POINT OF CONNECTION X X 193 00TC03 CIVIL 3 31 00C20 PLAN AND PROFILE - ALIGNMENT A3 STA 10+00 TO 15+00 X 8889
GL1.0
GL1.1
OVEALL PROJECT SITE
GENERAL NOTES
XX
152 L20.1 VOSTI PARK - INVENTORY X X
X
194195
00TC0400TC05
CIVIL 4CIVIL 5
32 00C21 PLAN AND PROFILE - ALIGNMENT A3 STA 15+00 TO 20+00 X 90 L1.0 LUM MEMORIAL PARK - POINT OF CONNECTION X X 196 00TC06 CIVIL 633 00C22 PLAN AND PROFILE - ALIGNMENT A3 STA 20+00 TO 25+00 X 91 L1.1 LUM MEMORIAL PARK - INVENTORY X (S) - STRUCTURAL X 197 00TC07 CIVIL 734 00C23 PLAN AND PROFILE - ALIGNMENT A3 STA 25+00 TO 30+00 X 92 L2.0 PEVERINI PARK - POINT OF CONNECTION X X 198 00TC08 CIVIL 8 93 L2.1 PEVERINI PARK - INVENTORY X X 153 00GS01 GENERAL NOTES, LEGEND AND SYMBOLS X 199 00TCP01 CATHODIC PROTECTION 1 35 00C24 PLAN AND PROFILE - ALIGNMENT A3 STA 30+00 TO 33+60 X 94 L3.0 SANTA BARBARA PARK - POINT OF CONNECTION X X 154 00S01 PUMP STATION WET WELL PLAN X 200 00TCP02 CATHODIC PROTECTION 2 36 00C25 PLAN AND PROFILE - ALIGNMENT A3 STA 33+60 TO 36+46.32 X 95 L3.1 SANTA BARBARA PARK - INVENTORY X X 155 00S02 PUMP STATION WET WELL - SECTION AND DETAILS 1 X 201 00TCP03 CATHODIC PROTECTION 337 38 00C2600C27
PLAN AND PROFILE - ALIGNMENT A4 STA 10+00 TO 13+96.48PLAN AND PROFILE - ALIGNMENT A5 STA 10+00 TO 13+96.52 XX
969798
L4.0
L4.1
L5.0
SAN ANTONIO PARK - POINT OF CONNECTIONSAN ANTONIO PARK - INVENTORY
JACK FRANSCIONI ELEMENTARY - POINT OF CONNECTION
XXX
X 156 00S03 PUMP STATION WET WELL - SECTION AND DETAILS 2 X XX
202203204
00TCP04
00TE01
00TE02
CATHODIC PROTECTION 4
ELECTRICAL 1ELECTRICAL 2
39 00C28 PLAN AND PROFILE - ALIGNMENT A6 STA 10+00 TO 15+00 X 99 L5.1 JACK FRANSCIONI ELEMENTARY - INVENTORY 1 X (M) - MECHANICAL X 205 00TE03 ELECTRICAL 3 40 41
4243
00C2900C30
00C31
00C32
PLAN AND PROFILE - ALIGNMENT A6 STA 15+00 TO 17+28.08PLAN AND PROFILE - ALIGNMENT B STA 10+00 TO 15+00PLAN AND PROFILE - ALIGNMENT B STA 15+00 TO 20+00PLAN AND PROFILE - ALIGNMENT B STA 20+00 TO 25+00 XXXX
100
101
102103104
L5.2L5.3L5.4L6.0
L6.1
JACK FRANSCIONI ELEMENTARY - INVENTORY 2JACK FRANSCIONI ELEMENTARY - INVENTORY 3JACK FRANSCIONI ELEMENTARY - INVENTORY 4
TOLEDO PARK - POINT OF CONNECTIONTOLEDO PARK - INVENTORY XXXXX
XXXX
157158159160
00GM01
00M01
00M0200M03
GENERAL NOTES, LEGENDS AND SYMBOLS
PUMP STATION PLANPUMP STATION SECTIONS AND DETAILS 1PUMP STATION SECTIONS AND DETAILS 2 XXXX
206207208209
00TL01
00TL0200TL0300TL04
LANDSCAPE 1LANDSCAPE 2LANDSCAPE 3LANDSCAPE 4
44 45
4647
00C3300C3400C3500C36
PLAN AND PROFILE - ALIGNMENT B STA 25+00 TO 30+00PLAN AND PROFILE - ALIGNMENT B STA 30+00 TO 35+00PLAN AND PROFILE - ALIGNMENT B STA 35+00 TO 40+00PLAN AND PROFILE - ALIGNMENT B STA 40+00 TO 45+00 XXXX
105
106107
L7.0
L7.1
L7.2
BLAS SANTANA PARK - POINT OF CONNECTIONBLAS SANTANA PARK - INVENTORY 1BLAS SANTANA PARK - INVENTORY 2 XXX
XXX
161
162163
00M0400M0500M06
PUMP STATION SECTIONS AND DETAILS 3
SWIVEL ELL SECTIONS AND DETAILS 1SWIVEL ELL SECTIONS AND DETAILS 2 XXX
210
211
212
00TM01
00TM02
00TN01
MECHANICAL 1MECHANICAL 2
INSTRUMENTATION 1
48 00C37 PLAN AND PROFILE - ALIGNMENT B STA 45+00 TO 50+00 X 108 L8.0 SOLEDAD HIGH SCHOOL - POINT OF CONNECTION X X 213 00TN02 INSTRUMENTATION 249 00C38 PLAN AND PROFILE - ALIGNMENT B STA 50+00 TO 55+00 X 109 L8.1 SOLEDAD HIGH SCHOOL - INVENTORY 1 X X 214 00TS01 STRUCTURAL 150 51 00C3900C40
PLAN AND PROFILE - ALIGNMENT B STA 55+00 TO 60+00PLAN AND PROFILE - ALIGNMENT B STA 60+00 TO 65+00 XX
110
111
L8.2L8.3
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215216
00TS0200TS03
STRUCTURAL 2STRUCTURAL 3
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X - INDICATES DRAWINGS NOT CONTAINED IN THIS SUBMITTAL
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No. 73998
GENERAL 00G02
DRAWING INDEX
1 2 3 4 5 6 7 8 9 10 11 12 13
PROJECT NO. FILE NAME: 20276500G02.dwg
VERIFY SCALES 202765.10
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30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
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No. 73998
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PLAN/TITLE
VIEW VIEW TITLE
NEW STRUCTURES OR EDGE OF PAVEMENTEXISTING STRUCTURES (SCREENED)NEW PIPING (TRIPLE LINES)NEW PIPING (SINGLE LINE) COORDINATES N 1600000 E 1000000
SYMBOL DESCRIPTION
EXISTING CONTR
EXISTING MONU
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CABLE TV
POWER TOWE
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CLEANOUT
AIR RELEASE VALVE
SECTION CUT
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VIEW
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##X## = SEE INDICATED DRAWING
ALPHA = SECTION
NUMERIC = DETAIL VIEW TITLE
EXISTING PIPING (TRIPLE LINES) (SCREENED)EXISTING PIPING (SINGLE LINE)(SCREENED)HIDDEN LINE OR TRAIL EDGECENTER, MONUMENT, OR SURVEY LINEGUARDRAILEXISTING CONTOURS (SCREENED)
NEW CONTOURS
NEW FENCE
310
CONTROL POINT
SPOT ELEVATION
EXISTING SPOT ELEVATIONSLOPE CALLOUT
CONTROL POINTSOIL BORING LOCATIONS
GATE
GUARD POST
BLOW OFF VALVE
HOSE BIBB / YARD HYDRANT
SERVICE CONNECTION
BURIED VALVE
FLANGE
BALL VALVE
ANY SPECIFIC DESIGNATIONS
NOTED WILL NEED TO REFER TO
ABBREVIATIONS
2:1
2 1
2.0% S=0.0020
POTHOLEPOTHOLE NUMBER
FLOW/SLOPE
DIRECTION
MANHOLE (PLAN)
HEADWALLROCK WALL
SHRUB/HEDGE
TREE
TITLE W/ REFERENCE DRAWING CUT ORIGINATION EXISTING FENCE (SCREENED) REMOVE OR ABANDONED (CROSSHATCHING: FENCE SHOWN AS EXAMPLE)
CATCH BASIN
ELECTRICAL MANHOLE
AND PULL BOX
SIGN/SIGN POST
LIGHT
BUTTERFLY VALVE
CHECK VALVE
DETAIL CALL-OUT
(ENLARGED)
VIEW
POWER POLE & LINECABLE TV (UNDERGROUND)FIBER OPTICFUELNATURAL GASUNDERGROUND ELECTRIC
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CIVIL PIPING DWG WITH
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PC
LENGTH CURVE NUMBER
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PT
METER BOXPULL BOX
TELEPHONE PEDESTAL
UTILITY POLEUTILITY POLE GUY WIREPOWER POLE
FIRE HYDRANT
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REDUCER
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SEE INDICATED
DRAWING
SANITARY SEWER
FORCEMAIN SANITARY SEWER
STORM DRAIN
RADIUS POINT
NOTE: ALL SYMBOLS SHOWN AS NEW.
EXISTING SYMBOLS ARE SCREENED.
DRAWING REFERENCE ##X##
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SHEET NUMBER
TELEPHONEWATER
BRACKET REVISION DELTA
TYPICAL DETAIL
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VIEWS
TYPICAL DETAIL #
RECYCLED WATER
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AGGREGATE
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EXISTING ELEVATIONELEVATION
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FUTURE PIPING FUTURE
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GRID BUBBLE
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CLSM
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TYPICAL DETAIL #
TYPICAL DETAIL TITLE
LIMITS OF CONSTRUCTION
SILT FENCE
EASEMENTEXISTING EASEMENT
CITY LIMITS
CONCRETE
(ALL CLASSES)DRAIN ROCK
STEELSTAGING AREA
UNDERGROUND/
OVERHEAD
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MODIFICATION NOTE
S = STANDARD
J = JOB SPECIFIC
R = REVISEDN = NOTE TO TYPICAL DETAIL USER
SHEETS IN
DETAIL
DATE CREATED
(REVISED) EXISTING GRADE (PROFILE)
PROPOSED GRADE (PROFILE)
MATCH LINE
GRAVEL TREAD PLATE
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
351
-
DESIGNED JOB NO.
NOT FOR CONSTRUCTION DRAWN DRAWING NO.
CHECKED
SHEET NO.
DATE
AN NGO
SUS FOX
1 2 3 4 5 6 7 8 9 10 11 12 13
ABBREVIATIONS NOTES
A
B
CD
F GENERAL NOTES: GENERAL PIPELINE NOTES:
A A
GH
I
J
L
MNOP
QRSTUVWXY
B B
C CD D
E E
F F
UTILITY NOTES:EARTHWORK NOTES:
LAST SAVED BY: dhannasch 30% DESIGN SUBMITTAL CITY OF SOLEDAD RECYCLED WATER CONVEYANCE PROJECT G CE G CE GENERAL 00G04 ABBREVIATIONS PROJECT NO. FILE NAME: 20276500G04.dwg
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
DELTA, DEFLECTION ANGLE, FC FLEXIBLE COUPLING PROP PROPERTY
OR CENTRAL ANGLE FCA FLANGE COUPLING ADAPTER PL PROPERTY LINE #
@+/-
NUMBER (REBAR Ø)
AT (MEASUREMENT)
PLUS/MINUS
FFFGFHFIN
FINISHED FLOORFINISHED GRADEFIRE HYDRANTFINISH
PSIPTPV PVC
POUNDS PER SQUARE INCHPOINT, POINT OF TANGENCYPLUG VALVEPOINT OF VERTICAL
1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.
1. DIMENSIONS TO STRUCTURES, REFERENCED PIPING, PAVING, AND OTHER IMPROVEMENTS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS 14 DAYS IN ADVANCE OF THE ABC AGGREGATE BASE COURSE FL FLOOR, FLOW LINE CURVATURE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL REPORT ANYABND ABANDONED FLEX FLEXIBLE PVC POLYVINYL CHLORIDE NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD DISCREPANCIES TO THE ENGINEER.AC ACI
ASPHALTIC CONCRETEAMERICAN CONCRETE INSTITUTE
FLGFM
FLANGE(D)FORCE MAIN
PVI POINT OF VERTICAL
INTERSECTION
VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 10 FEET ACP ASBESTOS CEMENT PIPE FND FOUNDATION PVMT PAVEMENT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH HORIZONTAL AND 3 FEET VERTICAL BETWEEN THE SEWER LINES ANDADDL ADDITIONAL FO FIBER OPTIC PVT POINT OF VERTICAL TANGENCY WORK. EXISTING WATER LINES.ADJAL
ADJACENT, ADJUST(ABLE)ALUMINUM
FOBFOC
FLAT ON BOTTOMFACE OF CURB QTY QUANTITY 3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL 3. REFER TO THE GEOTECHNICAL REPORT LOCATED IN THE APPENDIX OF
APPROXARV
APPROXIMATE(LY)AIR RELEASE VALVE
FOTFPM
FLAT ON TOPFEET PER MINUTE R RADIUS
BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.
THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THE
GEOTECHNICAL CONDITIONS AND BORING INFORMATION.
ASSY ASSEMBLY FS FIRE SERVICES RAD RADIALASTM AMERICAN SOCIETY FOR FSP FABRICATED STEEL PIPE RCB REINFORCED CONCRETE BOX 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL 4. IN ALL LOCATIONS WHERE TRENCH PLATE IS USED FOR VEHICULAR OR TESTING AND MATERIALS FT or ' FOOT, FEET CULVERT BE IN THE SAME AS FOR OTHER SIMILAR WORK. PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL APPLY SKID RESISTANT AVG AVERAGE FTG FOOTING RCP REINFORCED CONCRETE PIPE COATING ON THE TRENCH PLATES AND COLD MIX ASPHALT CONCRETE ATAVV AIR AND VACUUM VALVE RED REDUCER 5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS THE EDGES. THE TRENCH PLATES SHALL BE NOTCHED INTO THE ASPHALT, G GAS, GUTTER REF REFERENCE AND REQUIREMENTS. CONCRETE, OR TRAVELED SURFACE TO PREVENT SLIPPAGE AND ROCKING BC BF
BEGIN CURBBLIND FLANGE
GAGAL
GAUGEGALLONS
REINFREQ'D
REINFORCE(D)(ING)(MENT)REQUIRED 6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING UNDER TRAFFIC.
BFPBFV
BACK FLOW PREVENTERBUTTERFLY VALVE
GALVGB
GALVANIZE(D)GRADE BREAK
REV RFCA
REVISIONRESTRAINED FLEX COUPLING
AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR
5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE WORK, THROUGHOUT THE CONSTRUCTION PERIOD.
BHBLDG
BOREHOLEBUILDING
GCGEN
GROOVED COUPLINGGENERAL, GENERATOR RH
ADAPTER
RIGHT HAND
SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE 6. ALL OPEN TRENCHES, WORK AREAS AND SHAFTS SHALL HAVE A SHORING BMBO
BENCH MARKBLOW OFF
GMGND
GAS METERGROUND
R/W orROW RIGHT OF WAY
OWNER. SYSTEM IN ACCORDANCE WITH OSHA, STATE AND LOCAL REQUIREMENTS.
BOC BACK OF CURB GPD GALLONS PER DAY RR RAILROAD 7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS 7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY,BOP BOTTOM OF PIPE GPM GALLONS PER MINUTE RT RIGHT SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER AND LOCAL LAWS AND ORDINANCES RELATING TO THE SAFETY ANDBOT BOTTOM GR GRADE OF 30" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS CHARACTER OF WORK, EQUIPMENT AND PERSONNEL. THIS INCLUDES BUTBV BALL VALVE GRTG GRATING S SLOPE, SOUTH ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE IS NOT LIMITED TO SHEETING, SHORING, BRACING, VENTILATION,BVC BEGINNING OF VERTICAL CURVE GSP GALVANIZED STEEL PIPE SCH SCHEDULE FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO CONFORMANCE WITH TRAFFIC CONTROL AND MAINTENANCE OFBYP BYPASS GV GATE VALVE SD STORM DRAIN ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID. BARRICADES AND WARNING DEVICES.
SDDI STORM DRAIN DROP INLET
CATV CABLE TV HDPE HIGH DENSITY POLYETHYLENE SDMH STORM DRAIN MANHOLE 8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM 8. LAYOUT DRAWINGS ARE REQUIRED FOR PIPING INSTALLED.CAV COMBINATION AIR VALVE HORIZ HORIZONTAL SE SOUTHEAST AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANYCB CATCH BASIN HP HIGH POINT SECT SECTION RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE 9. ALL RIPARIAN AREAS DISTURBED SHALL BE RESTORED PER THECC CENTER OF CURVATURE, HPGM HIGH PRESSURE GAS MAIN SHLD SHOULDER CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN __________ DRAWINGS.
CENTER TO CENTER, HW HEADWALL, HOT WATER SHT SHEET AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION.CONCRETE CURB HWL HIGH WATER LEVEL SIM SIMILAR 10. ALL ROAD DITCHES, FENCE LINES, PASTURES AND SIMILAR AREAS SHALL CDT CONDUIT HWY HIGHWAY SL SLOPE 9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM BE RESTORED PER SPECIFICATION 02925.CFCFM
CUBIC FEETCUBIC FOOT PER MINUTE
HYD HYDRANT SPEC(S)
SQ
SPECIFICATION(S)SQUARE
DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.
ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED 11. ALL CROPPED AREAS DISTURBED SHALL HAVE THE TOPSOIL REPLACED CFS CUBIC FEET PER SECOND ID INSIDE DIAMETER SS SANITARY SEWER OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE AND THE ENTIRE AREA DISTURBED SHALL BE RIPPED 2 FT DEEP PER THECI CAST IRON IE INVERT ELEVATION SSCO SANITARY SEWER CLEANOUT WITHOUT ADDITIONAL COMPENSATION. LAND OWNERS REQUIREMENTS.CIP CAST IRON PIPE IN or " INCHES SSMH SANITARY SEWER MANHOLECIPP CURED IN PLACE PIPE INCL INCLUDE, INCLUDING SST STAINLESS STEEL 10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND 12. CONTRACTOR SHALL TAKE ALL PRACTICAL PRECAUTIONS TO MINIMIZECJ CONSTRUCTION JOINT INSTR INSTRUMENTATION ST STREET SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE DISTURBANCES TO STREAMS, VEGETATION, TREES AND CROP LANDS.CL CENTER LINE INV INVERT STA STATION CONNECTIONS. PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WHEREVER PRACTICAL LEAVE EXISTING TREES AND VEGETATED AREASCLKCLR CLSM
CHAIN LINKCLEAR / CLEARANCECONTROL LOW STRENGTH MATERIAL IPIRR
IRON PIPEIRRIGATION
STD(S)STLSTRUCT
STANDARD(S)STEELSTRUCTURAL 11.
WORKING SYSTEM.
ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS UNDISTURBED.
CMLC CEMENT MORTAR LINED AND COATED JT JOINT SW SOUTHWEST OTHERWISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVECMPCMUCO CONC CONNCONSTCONTCOORD
CORRUGATED METAL PIPECONCRETE MASONRY UNITCLEANOUTCONCRETECONNECT, CONNECTIONCONSTRUCTIONCONTINUOUS ORCONTINUATION OR (D)COORDINATE
LLATLB(S) LFLHLONGLPLT
LENGTHLATERAL, LATITUDEPOUND(S)LINEAL FEETLEFT HANDLONGITUDINALLOW POINTLEFT
SWK SYM
TB TCTEL TOG TMHTOC
SIDEWALKSYMMETRICAL
THRUST BLOCKTOP OF CURBTELEPHONETOP OF GRATINGTELEPHONE MANHOLETOP OF CONCRETE
12.13. FINISHED GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.
THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.
UNDERGROUND UTILITIES SERVICE ALERT (USA) NORTH: 811.
CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER
1. EXISTING UTILITIES IN THE PROJECT MAY BE IN A FRAGILE CONDITION. THE
CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN WORKING NEAR EXISTING UTILITIES.
2. PLAN LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE BASED ON
RECORD DRAWINGS, POTHOLING AND SURVEY INFORMATION AND ARE CONSIDERED APPROXIMATE ONLY. WHERE NO ELEVATIONS ARE SHOWN, NO INFORMATION WAS AVAILABLE DURING THE DESIGN PERIOD.
CPCPLGCSPCTJ
CONTROL POINTCOUPLINGCORRUGATED STEEL PIPECONTROL JOINT
LWLMATLMAX
LOW WATER LEVELMATERIALMAXIMUM
TOPT.O.W.or TWTRD
TOP OF PIPETOP OF WALLTREAD
14. REQUIRED BY THE PLANT.
ALL EXISTING PIPES THAT ARE TO BE ABANDONE
WHERE PIPING IS TO BE ABANDONED AND MUST
D IN PLACE OR REMOVED MAY NOT BE SHOWN.
REMAIN IN SERVICE UNTIL COMPLETION OF OTHER
3. SOME UTILITY SERVICES MAY NOT BE SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL TAKE NECESSARY MEASURES TO LOCATE AND
PROTECT SERVICE DURING CONSTRUCTION.
CTL CONTROL MECH MECHANICAL TYP TYPICAL PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING ASCTRCU
CENTER, CENTEREDCUBIC
MFRMGD
MANUFACTURERMILLION GALLONS PER DAY UC UNDERCUT
REQUIRED TO MAINTAIN SERVICE BY THE PLANT. 4. CONTRACTOR SHALL CALL UNDERGROUND UTILITIES SERVICE ALERT (USA) NORTH 811. PRIOR TO ANY EXCAVATION ACTIVITIES.
CULVCY
DD/W DEG or ° DEMODET
CULVERTCUBIC YARD
DRAIN, DEPTHDRIVEWAY APRONDEGREEDEMOLISH, DEMOLITIONDETAIL
MH MIN MISCMJ MONNNA
MANHOLEMINIMUMMISCELLANEOUSMECHANICAL JOINTMONUMENTNORTH, NORTHINGNOT APPLICABLE
UGUGEUNKNUNOUSA
V
UNDERGROUNDUNDERGROUND ELECTRICUNKNOWNUNLESS NOTED OTHERWISEUNDERGROUND SERVICE
ALERTVERTICAL, VALVE
15.16.17. CONTRACTOR SHALL REROUTE THE EXISTING PIPSTRUCTURES. THE EXISTING PIPE SHALL REMAIN PLACED INTO SERVICE. DOWNTIME SHALL BE A M
OTHERWISE.
ALL SIDEWALKS TO BE 3'-0" WIDE UNLESS SHOWN
THE CONTRACTOR SHALL TAKE SPECIAL PRECAU
ING IF REQUIRED TO MISS THE PROPOSED
IN SERVICE UNTIL NEW PIPING IS READY TO BE
AXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN
OTHERWISE.
TIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC
5. THE LOCATION, SIZE, AND MATERIALS OF EXISTING UNDERGROUND
UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND IS SHOWN FOR BIDDING PURPOSES. THE CONTRACTOR SHALL BE RESPONSIBLE TO
CONTACT THE UTILITY OWNERS SO THAT THOSE UTILITIES MAY MARK THE LOCATION OF THEIR UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES.
DI DROP INLET NE NORTHEAST VAR VARIES LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THEDIA or Ø DIAMETER NG NATURAL GAS VB VALVE BOX OWNER OF THE ELECTRIC LINES.DIFF DIFFERENCE NIC NOT IN CONTRACT VC VERTICAL CURVE,DIMDIP
DIMENSIONDUCTILE IRON PIPE
NO. or #NOM
NUMBERNOMINAL VCP
VICTAULIC COUPLERVITRIFIED CLAY PIPE
18. PROVIDE ALL SHEETING/SHORING REQUIRED TO
FACILITIES.
PROTECT EXISTING STRUCTURES, PIPES AND
1. CLEAR THE CONSTRUCTION AREA OF NATURAL OBSTRUCTIONS EXISTING
DIST DISTANCE NW NORTHWEST VERT VERTICAL FOUNDATIONS, BUILDINGS, FENCES, LUMBER, WALLS, STUMPS, BRUSH,DR DWG(S) DRIVE, DRAINDRAWING(S) O.F. OUTSIDE FACE
VLT VPI
VAULTVERTICAL POINT OF
19. CONTRACTOR SHALL VERIFY LOCATION OF ALL A
ITEMS BEFORE PLACING ANY STRUCTURAL STEEL
RCHITECTURAL, MECHANICAL, AND ELECTRICAL
OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS
WEEDS, RUBBISH, TREES, BOULDERS, AND ANY OTHER ITEMS WHICH
INTERFERES WITH CONSTRUCTION OPERATIONS OR ARE DESIGNATED FOR OC ON CENTER INTERSECTION AND OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL REMOVAL.
EEAECECCEGEL
ELECTRICAL, EASTEACHEND OF CURBECCENTRIC REDUCEREXISTING GROUNDELEVATION ODOHE
PBPC
OUTSIDE DIAMETER,OUTSIDE DIMENSIONOVERHEAD ELECTRIC
PULLBOXPOINT OF CURVATURE
WW/W/OWLWM
WATER, WIDTH OR WESTWITHWITHOUTWATER LEVELWATER METER
20. BE VERIFIED BY THE CONTRACTOR PRIOR TO COMECHANICAL AND ELECTRICAL EQUIPMENT SUPP
REVEALS NOT SHOWN ON THE STRUCTURAL DRADRAWINGS, SHALL BE PROVIDED PRIOR TO CAST NSTRUCTION.
ORTS, ANCHORAGES, OPENINGS, RECESSES, AND
WINGS, THAT ARE REQUIRED BY OTHER CONTRACT
ING CONCRETE.
2. GRUB OUT AND DISPOSE OF TREE TRUNKS AND ROOT MATERIAL BELOW THE GROUND SURFACE REMAINING AFTER CLEARING.
3. DISPOSE OF THE UNACCEPTABLE BACKFILL MATERIAL FROM THE CLEARING AND GRUBBING OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.
ELL ELBOW PCC POINT OF COMPOUND CURVE WS WATER SURFACEELEC ELECTRICAL PERP PERPENDICULAR WSP WELDED STEEL PIPE 4. STRIP AND STOCKPILE THE TOPSOIL. THE DEPTH OF STRIPPING SHALL BEEMH ELECTRICAL MANHOLE PH POTHOLE WSTP WATERSTOP ESTIMATED TO BE 12-INCHES BUT WILL BE DETERMINED IN THE FIELD ASEOP END OF PIPE PI POINT OF INTERSECTION WV WATER CONTROL VALVE SOIL CONDITIONS DICTATE.EP EQ
EDGE OF PAVEMENTEQUAL
PLPOB
PLATE, PROPERTY LINEPOINT OF BEGINNING
WW WASTEWATER
5. REPLACE STOCKPILED SOIL AND RESTORE SITE AS SPECIFIED.
EQUIPES
EQUIPMENTEACH SIDE
PPPRC
POWER POLEPOINT OF REVERSE CURVATURE
XFMR TRANSFORMER
6. ROCK AND AGGREGATE STORAGE AREAS SHALL BE RESTORED BY ESMT EASEMENT YD YARD EXCAVATING ANY SOILS CONTAINING ROCK OR AGGREGATE ANDEVC END OF VERTICAL CURVE BACKFILLING WITH TOPSOIL. SOIL REMOVED MAY BE USED FOR TRENCHEW EACH WAY BACKFILL ABOVE THE PIPE ZONE AND 3 FEET BELOW FINISHED GRADE.EX/EXISTEXP
EXISTINGEXPANSION
EXT EXTERIOR
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF 352
I
I
I
I
I
I
)
NOT FOR CONSTRUCTION
DESIGNED
DRAWN
CHECKED
DATE
Know Calla before you dig.
JOB NO.
DRA W ING NO.
SHEET NO.
TERRAZA ST
VIDA ST
C
ENTRADA DR
ROSE FERRERO
ELEMENTARY
SCHOOL
WEST ST
TOLEDO ST SANTA BARBARA ST
FRANK LEDESNA
ELEMENTARY
SCHOOL
VETERANS
SOLEDAD
PARK
HIGH SCHOOL
SAN ANTONIO ST
FRONT ST
HIGHWAY 101
SAN VICENTE RD
ORCHARD LANE JACK FRANSCIONI ELEMENTARY SCHOOL
BLAS
SANTANA
PARK GABILAN DR
TOLEDO
PARK
WEST ST MAIN STREET
MIDDLE
ANDALLUCIA DR
SCHOOL
FRONT ST BENITO ST NORTH ST
WALKER DR
ORCHARD LANE
ENCINA ST
MAIN ST SOLEDAD ST MONTEREY ST MARKET ST KIDDER ST METZ ST
EAST ST DIXI ST OAK ST PARK ST PALM ST
STATE ST
VOSTI
PARK
AN NGO S
SU FOX
Plot Date: 9/12/2022 7:29:07 AM
1 2 3 4 5 6 7 8 9 10 11 12 13
LUM
B
D
E
F
HORIZONTAL DATUM:
CALIFORNIA ZONE 4 NAD83 STATE PLANE GRID (2022 EPOCH)
GEOID MODEL:GEOID-18
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83(NA2011) (MYC82), ZONE 4, (2022.701 EPOCH) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS # ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE GPS-CORS HxGN SMARTNET RTCM ID 3283, THE BEARING OF S49°58'54"E WAS CALCULATED BETWEEN OBSERVATIONS OF MONUMENTS ALONG THE RIGHT-OF-WAY OF FRONT STREET, THE BEARING BETWEENSAID MONUMENTS IS SHOWN AS (S51°27'30"E), ON THE RECORD OF SURVEY FILED APRIL5, 2004 IN VOLUME 27 OF SURVEYS, AT PAGE 63, RECORDS OF MONTEREY COUNTY,CALIFORNIA.
VERTICAL DATUM:
NAVD88ELEVATION NOTE:ELEVATIONS MAY BE BASED ON GPS OBSERVATIONS.
BENCHMARK:
NGS BENCHMARK, PID "GU4262", DESIGNATION "HPGN CA 05 12", A 2.5 INCH ALUMINUMDISK STAMPED "HPGN-CALIF. STA. 05-12 1990", INSIDE A 6 INCH ALUMINUM ACCESS COVER, LOCATED 100 FEET WESTERLY FROM THE CENTERLINE OF STATE HIGHWAY 146, 60 FEET NORTHEASTERLY FROM THE GORE NOSE, 35 FEET NORTHWESTERLY FROM THE CENTERLINE OF THE SOUTHERLY ON-RAMP TO SOUTHBOUND HIGHWAY 101, 29 FEETSOUTHEASTERLY FROM THE CENTERLINE OF THE NORTHERLY ON-RAMP TOSOUTHBOUND HIGHWAY 101, AND 2 FEET NORTHWEST OF A FIBERGLASS WITNESS POST, ELEVATION(NAVD88) = 199.9 FEET.
AVERAGE COMBO FACTOR:
N/A
GPS CALIBRATION:
24A2-SOLEDAD
IMAGERY NOTE:
N/A
MEMORIAL 1. PLACE TEXTPARK
2. PLACE TEXT
PEVERINIPARK 3. PLACE TEXT
A A
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
SANTA
BARBARAPARK
SANTA ANTONIO PARK
GABILAN DR
JOE
LEDESMAPARK
WATER
RECLAMATIONFACILITY
1004
105 30
207.26 206.53
266.01
MAG 21
MAG FM BDMW 314.47
25 BDMW258.42 107
BDMW 337.43
MAG FM
26251.95
BDMW
20295.73
BDMW
104186.03
MAG FM 106
257.63
MAG FM
42 184.98
X
39 204.72
MAG
1817
233.90
BM
50 191.53
MAG
102190.62
X FM
52 199.90
BM
LAST SAVED BY: KSimpson
GENERAL NOTES:
LITTLELEAGUE
PARK
JESSE
GALARDO
PARK
GABILAN
ELEMENTARYPARK
BILLRAMUS SAN VICENTE ORCHARD
PARK ELEMENTARY LANE
PARK PARK
RAMIREZPARK
PLAN
COORDINATE TABLE
PT # NORTHING EASTING ELEV DESCRIPTION
20 2052380.5045 5880246.6070 295.73 BDMW
21 2053244.0493 5880269.6091 314.47 BDMW
25 2053085.5718 5878067.5713 258.42 BDMW26 2052588.0735 5877912.2808 251.95 BDMW30 2053327.7520 5875587.9147 206.53 BDMW 39 2046486.6234 5878551.3765 204.72 MAG
42 2047867.9806 5875234.0030 184.98 X
50 2045860.5913 5877594.0188 191.53 MAG52 2044396.2450 5878251.7569 199.90 BM 100 2048960.8183 5871699.1399 179.67 HT FM
101 2044402.2934 5872056.4941 171.35 HT FM
102 2045505.7240 5877624.4186 190.62 X FM103 2043879.3195 5881463.0768 208.56 MAG FM104 2048718.3126 5876003.2600 186.03 MAG FM 105 2053322.0836 5875584.5738 207.26 MAG FM
106 2048567.2239 5881473.6400 257.63 MAG FM107 2053023.8733 5881754.8719 337.43 MAG FM 1004 2053424.5415 5878173.4137 266.01 MAG1817 2046446.6392 5881261.2233 233.90 BM usanorth811.org
KEY PLAN
SCALE
0 250' 500' 1000'
SCALE: 1" = 500'
FILE: FILE
S. FOX
K. SIMPSON
GENERAL 00G05
J. MARSHALL SURVEY CONTROL
PROJECT NO. 202765-100000 FILE NAME: 20276500G05.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
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F
G G
No. 73998
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ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY X OF C
353
NOT FOR CONSTRUCTION DRAWN
CHECKED
DATE
L
••
---
.. ,
'
JOB NO.
DRAWING NO.
SHEET NO.
UPRR
SAN VICENTE RD 00C42
C
MARKET ST MAIN ST
FRONT ST MAIN STREET MIDDLE SCHOOL
WEST ST
ANDALLUCIA DR
00C05 00C06 BENITO ST 00C10
HIGHWAY 101 FRONT ST BENITO ST ENCINA ST 00C09 NORTH ST
WALKER DR
00C07
ENCINA ST 00C08 SOLEDAD ST 00C11
MAIN ST 00C18 MARKET ST KIDDER ST 00C12 00C19
ORCHARD LANE
00C26
SOLEDAD ST MONTEREY ST KIDDER ST KIDDER ST 00C13 00C20 00C14 00C15 00C27 UPRR EAST ST 00C16 KIDDER ST DIXI ST 00C21
FRONT ST EAST ST
PALM ST WALKER DR 00C17 METZ RD
OAK ST 00C28
DIXI ST 00C22 00C29
OAK ST
00C23 STATE ST MONTEREY ST PARK ST PALM ST
00C24 00C25
VOSTI
PARK
MARISOLI RD
AN NGO S
SU FOX
Plot Date: 9/12/2022 7:29:07 AM LAST SAVED BY: KSimpson 1 2 3 4 5 6 7 8 9 10 11 12 13
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
JOE LEDESMA 3. PLACE TEXT
PARK
A A
ALIGNMENT B1 KEY NOTES:
1. PLACE TEXT
B
D
E
F
00C01 00C02 00C03
00C04
EX 12-INCHRECYCLED
WATER PIPELINE
#
2. PLACE TEXT
3. PLACE TEXT
ALIGNMENT A
ALIGNMENT A
EX 8-INCHRECYCLED
WATER PIPELINE
ALIGNMENT A2 LITTLE
LEAGUEPARK
BILL RAMUSPARK
ALIGNMENT A4
JESSE
GALARDO
PARK GABILAN ALIGNMENT A5 ELEMENTARY
ALIGNMENT A1
TRANSMISSION
MAIN
SCHOOL
ORCHARD
SAN VINCENTE LANE PARK
ELEMENTARY
SCHOOL
NEW 8-INCH
WATER MAIN
ALIGNMENT A6
ALIGNMENT A3 RAMIREZ
PARK
PUMP STATION
AT WRF
usanorth811.org
KEY PLAN
KEY PLAN
00C58 NORTH
ALIGNMENT A
PLAN
SCALE
0 150' 300' 600'
SCALE: 1" = 300'
FILE: FILE
S. FOX
K. SIMPSON
GENERAL 00G06
J. MARSHALL KEY MAP 1
ALIGNMENT A
PROJECT NO. 202765-100000 FILE NAME: 20276500G06.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G G
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
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BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY X OF C
354
Knawwhal's ballll.v.
Gall Delare,au dig.
DESIGNED JOB NO.
NOT FOR CONSTRUCTION DRAWN DRAWING NO.
CHECKED
SHEET NO.
DATE
TERRAZA ST
00C41 00C40
VIDA ST
00C53 ENTRADA DR
00C54
00C39
ROSE FERRERO
ELEMENTARY
SCHOOL
00C38 VISTA AVE 00C37
FRANK LEDESNA
ELEMENTARY
C
SS
WEST ST
SCHOOL
SANTA BARBARA ST
LA COLINA ST
SAN VINCENTE RD00C45 SAN ANTONIO ST VETERANS PARK
00C43 SOLEDAD HIGH SCHOOL
GABILAN DR 00C44
TOLEDO ST ORCHARD LANE JACK FRANSCIONI ELEMENTARY
00C57 SCHOOL
00C30
00C35
00C31
BLAS
SANTANA
PARK 00C56
00C0150
00C34 00C48 00C47 GABILAN DR
00C32 00C33 00C34 00C46
TOLEDO
PARK
00C42
AN NGO S
SU FOX
Plot Date: 9/12/2022 7:29:07 AM LUM MEMORIAL PARK
ALIGNMENT B7
00C52
1 2 3 4 5 6 7 8 9 10 11 12 13
A AB
D
E
F
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
# KEY NOTES:
1. PLACE TEXT
PEVERINIPARK ALIGNMENT B8 2. PLACE TEXT
3. PLACE TEXT
00C55
ALIGNMENT B6
SANTA
BARBARAPARK
00C51
SANTA ANTONIO ALIGNMENT B5
PARK
00C49
00C50
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ALIGNMENT B2 ALIGNMENT B3
ALIGNMENT B
ALIGNMENT B9
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ALIGNMENT B1
usanorth811.org
KEY PLAN
KEY PLAN
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PLAN
SCALE
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SCALE: 1" = 300'
LAST SAVED BY: dhannaschFILE: FILE S. FOX K. SIMPSON GENERAL 00G07 J. MARSHALL KEY MAP 2 ALIGNMENT B PROJECT NO. 202765-100000 FILE NAME: 20276500G07.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G G
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
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THIS SHEET, ADJUST
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APN 257-082-010
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EX 60" SD
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EX-10" SS (VCP)
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SS
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16+00 17+00 15+00 18+00 14+00
12+00 13+00 19+00 FM FM FM FM FM FM FM FM FM FM FM
APN 257-082-020
APN 257-082-013
#
KEY MAP
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FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: KSimpson
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 20' 40'
SCALE: 1" = 40' (HORIZ)
80'
0 5' 10'
SCALE: 1" = 10' (VERT)
20'
usanorth811.org
EXISTING GRADE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CVIL 00C01
PLAN AND PROFILE- TRANSMISSION MAIN
STA 10+00 TO STA 20+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C01.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
190 190
185 185
180 180
175 175
170 170
165 165
160 160
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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AN NGO
SUS FOX
Plot Date: 9/12/2022 7:29:07 AM APN 257-082-010 KEY NOTES: 1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
MATCH LINE STA 20+00 SEE DWG 00C01
1 2 3 4 5 6 7 8 9 10 11 12 13
A A
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TOP OF PIPE 177.82
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PLAN
#
MATCH LINE STA 30+00 SEE DWG 00C03
KEY MAP
SCALE
FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: KSimpson
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 20' 40'
SCALE: 1" = 40' (HORIZ)
80'
0 5' 10'
SCALE: 1" = 10'
20'
usanorth811.org
EXISTING GRADE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C02
PLAN AND PROFILE - TRANSMISSION MAIN
STA 20+00 TO STA 30+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C02.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
190 190
185 185
180 180
175 175
170 170
165 165
160 160
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
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THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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MATCH LINE STA 40+00 SEE DWG 00C04
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SCALE
FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: KSimpson
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 20' 40'
SCALE: 1" = 40' (HORIZ)
80'
0 5' 10'
SCALE: 1" = 10' (VERT)
20'
usanorth811.org
EXISTING GRADE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C03
PLAN AND PROFILE - TRANSIMISSION MAIN
STA 30+00 TO STA 40+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C03.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
190 190
185 185
180 180
175 175
170 170
165 165
160 160
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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3. PLACE TEXT
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F
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SCALE
FILE: Proj_Num_00C101
EXISTING GRADE
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: KSimpson
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 20' 40'
SCALE: 1" = 40' (HORIZ)
80'
0 5' 10'
SCALE: 1" = 10' (VERT)
20'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C04
PLAN AND PROFILE - TRANSIMISSION MAIN
STA 40+00 TO STA 48+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C04.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
190 190
185 185
180 180
175 175
170 170
165 165
160 160
40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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Plot Date: 9/12/2022 7:29:07 AM
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EX 6" SS (VCP)
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EX 3" G
EX 10" SS (VCP) EX 3" G
EX 4" G
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EXISTING GRADE
195190185180175170
165 165
10+00 11+00 12+00 13+00 14+00 15+00
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: LHall
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
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usanorth811.org
KEY MAP
SCALE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C05
PLAN AND PROFILE - ALIGNMENT A
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C05.dwg
KEY MAP
NORTH
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF X C
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EX 3/4" G EX 3/4" G
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SDMH 187.00'
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195
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185
180
175
170
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MATCH LINE STA 20+00 SEE DWG 00C07
KEY MAP
FILE: Proj_Num_00C101
EXISTING
GRADE
195190185180175170
165 165
15+00 16+00 17+00 18+00 19+00 20+00
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: LHall
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
SCALE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C06
PLAN AND PROFILE - ALIGNMENT A
STA 15+00 TO STA 20+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C06.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
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CITY OF SOLEDAD
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B
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1 2 3 4 5 6 7 8 9 10 11 12 13
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EXISTING GRADE
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Plot Date: 9/12/2022 7:29:07 AM
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SSMH 200.61'
194.98' 10" N
194.99' 10" E194.91' 10" S
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LAST SAVED BY: LHall
GENERAL NOTES:
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3. PLACE TEXT
KEY NOTES:
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3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
SCALE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C11
PLAN AND PROFILE - ALIGNMENT A
STA 40+00 TO STA 45+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C11.dwg
KEY MAP
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198.88' 30" E
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49+00
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Plot Date: 6/6/2024 10:04:28 AMEX 6" W EX 30" SD EX 30" SD EX 8" SS 8" RW EX 12" W 1 2 3 4 5 6 7 8 9 10 11 12 13
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SEE DWG 00C19 1. PLACE TEXT
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198.94' 30" NE/NW
201.89' 12" SE
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194.25' 30" NE/SW
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SSMH 204.64' 203.14' N/E
196.54' 10" NE/SW
GALLERY 205.15'
SDMH 205.61'
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198.78' 8" NE/SW
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EX 3/4" G
EX 4" W
EX 4" W
EX 3/4" G
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SCALE: 1" = 20' (HORIZ)
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0 2.5' 5'
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PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
usanorth811.org
EXISTING GRADE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C12
PLAN AND PROFILE - ALIGNMENT A
STA 45+00 TO STA 50+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C12.dwg
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210 210
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FILE: Proj_Num_00C101
PROFILE
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LAST SAVED BY: dhannasch
GENERAL NOTES:
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
EXISTING GRADE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C13
PLAN AND PROFILE - ALIGNMENT A
STA 50+00 TO STA 55+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C13.dwg
KEY MAP
NORTH
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
220 220
215 215
210 210
205 205
200 200
195 195
190 190
50+00 51+00 52+00 53+00 54+00 55+00
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BAR IS ONE INCH ON
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SCALE
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PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: dhannasch
GENERAL NOTES:
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2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C14
PLAN AND PROFILE - ALIGNMENT A
STA 55+00 TO STA 60+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C14.dwg
KEY MAP
NORTH
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
225 225
220 220
215 215
210 210
205 205
200 200
195 195
55+00 56+00 57+00 58+00 59+00 60+00
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
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REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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Plot Date: 9/12/2022 7:29:07 AM
GENERAL NOTES:
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usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C15
PLAN AND PROFILE - ALIGNMENT A
STA 60+00 TO STA 65+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C15.dwg
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230 230
225 225
220 220
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SCALE
FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
PROFILE
FILE: Proj_Num_00C101
usanorth811.org
EXISTING GRADE
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G
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CIVIL 00C16
PLAN AND PROFILE - ALIGNMENT A
STA 65+00 TO STA 70+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C16.dwg
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1 2
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Plot Date: 9/12/2022 7:29:07 AM
THIRD STREET
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ALIGMENT A5
SEE DWG 00C27
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EX 2" G EX 10" W
MATCH LINE STA 70+00 SEE DWG 00C15 EX 2" G 6" RW
1 2 3 4 5 6 7 8 9 10 11 12 13
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235
230
225
220
215
210
205
69+00 70+00 71+00
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FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
GENERAL NOTES:
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2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
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2. PLACE TEXT
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0 10' 20'
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0 2.5' 5'
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usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C17
PLAN AND PROFILE - ALIGNMENT A
STA 70+00 TO STA 70+54.57
PROJECT NO. 202765-100000 FILE NAME: 20276500C17.dwg
KEY MAP
NORTH
B
D
E
F
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Plot Date: 9/12/2022 7:29:07 AM
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183.60' 24" E W 184.44' 18" S
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FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C18
PLAN AND PROFILE - ALIGNMENT A1
STA 10+00 TO STA 13+18.80
PROJECT NO. 202765-100000 FILE NAME: 20276500C18.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
195 195
190 190
185 185
180 180
175 175
170 170
165 165
10+00 11+00 12+00 13+00 14+00 14+50
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ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
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Plot Date: 9/12/2022 7:29:07 AM LITTLE LEAGUE PARK ALIGNMENT A SEE DWG 00C12
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EX 12" W
EX 6" W
EX 30" SD
EX 30" SD
EX 6" W
EX 2" G
EX 12" W
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EX 30" SD
EX 6" W
1 2 3 4 5 6 7 8 9 10 11 12 13
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194.25' 30" NE/SW
SDMH 206.68'
198.86' 30" N198.88' 30" E198.83' 30" W
DMH 206.
199.39' 30" NE/S
52'
W
GALLERY 205.34'
203.14' N/E
SDMH 206.24'
198.94' 30" NE/
201.89' 12" SE
NW
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GALLERY 205.76'
202.76 NE
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PLAN
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GROUND
KEY MAP
SCALE
FILE: Proj_Num_00C101
JESSE GALLARDO PARK
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: KSimpson
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C19
PLAN AND PROFILE - ALIGNMENT A2
STA 10+00 TO STA 14+60
PROJECT NO. 202765-100000 FILE NAME: 20276500C19.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
215 215
210 210
205 205
200 200
195 195
190 190
185 185
10+00 11+00 12+00 13+00 14+00 14+50
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
374
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SHEET NO.
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51+00
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SS
SS
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W W
W W
W W
W W
W W
W DIXIE STREET PALM STREET
W
WW
X
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SU FOX
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
Plot Date: 9/12/2022 7:29:07 AM
ALIGNMENT A
SEE DWG 00C13
1 2 3 4 5 6 7 8 9 10 11 12 13
A AB
D
E
F
EX 8" SS
EX 6" W #
EX 8" SS
EX 3/4" G
EX 3/4" G
EX 3/4" G EX 12" W
EX 3/4" G
EX 6" W
EX 3/4" G
4" RW
4" RW
EX 8" SS
EX 2" G
EX 2" G
EX 6" W EX 12" W
EX 12" W EX 4" W EX 4" W
MATCH LINE STA 15+00 SEE DWG 00C21
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SSMH 209.41'
202.51' 10" N/W /SE
11+00
12+00
13+00
14+00
15+00
SS
SS
SS
SS
SS
SS
SS
SS
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
PB
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
SSCO X
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
SSCO
PB
TC CB 206.65'
204.65' 10" S/W
XXXXXXX
TC CB 206.00'
204.00' 10" N/E
PLAN
KEY MAP
SCALE
FILE: Proj_Num_00C101
PROFILE
EXISTING GRADE
FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C20
PLAN AND PROFILE - ALIGNMENT A3
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C20.dwg
KEY MAP
NORTH
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
215 215210 210205 205200 200195 195190 190
10+00 11+00 12+00 13+00 14+00 15+00
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
375
W
W
G
I
-----------
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DESIGNED
NOT FOR CONSTRUCTION DRAWN
CHECKED
DATE
I
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Call before you dig.
I
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JOB NO.
DRAWING NO.
SHEET NO.
OHE
OAK STREET
MATCH LINE STA 20+00 SEE DWG 00C22
PALM AVENUE
C
MATCH LINE STA 15+00 SEE DWG 00C20
X
X
OX F SUSAN NGO
RIM 196.14'
184.64' 15" N/W & S
185.04' 12" N
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE OHE
17+00
18+00
19+00
15+00
20+00
16+00
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
CIVIL 00C21
PLAN AND PROFILE - ALIGNMENT A3
STA 15+00 TO STA 20+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C21.dwg
FILE: Proj_Num_00C101
FILE: Proj_Num_00C101
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
PROFILE
PLAN
KEY MAP
SCALE
EX 4" W
EX 3/4" G
EX 3/4" G
EX 1" G EX 3/4" G 4" RW
EX 3/4" G
4" RW
EX 3/4" G
EX 3/4" G
EX 6" SS (VCP)
# EX 3/4" G
EX 4" W EX 2" G
EX 6" W
EX 1" G
EX 2" G
EX 3/4" G
EX 3/4" G EX 6" SS (VCP)
EX 12" W
usanorth811.org
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
G G
A A
EXISTING GRADE
No. 73998
30% DESIGN SUBMITTAL
W
W
W
W
W
W
W
W
W
LAST SAVED BY: dhannasch
B
D
E
F
Plot Date: 9/12/2022 7:29:07 AM
1 2 3 4 5 6 7 8 9 10 11 12 13
215 215210 210205 205200 200195 195190 190185 185
15+00 16+00 17+00 18+00 19+00 20+00
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
376
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Plot Date: 9/12/2022 7:29:07 AM
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FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C24
PLAN AND PROFILE - ALIGNMENT A3
STA 30+00 TO STA 33+60
PROJECT NO. 202765-100000 FILE NAME: 20276500C24.dwg
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No. 73998
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PROJECT NO. 202765-100000 FILE NAME: 20276500C25.dwg
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Plot Date: 9/12/2022 7:29:07 AM
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LAST SAVED BY: dhannasch
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30% DESIGN SUBMITTAL CITY OF SOLEDAD
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1 2 3 4 5 6 7 8 9 10 11 12 13
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SSMH 233.75'
226.95' 10' N&S
SSMH 233.37'
225.72' 10" N&S
225.87' 10" E
EX 2" WM (DOM)
EX 2" WM (IRR) 10+00
70+54.57
SSMH 227.04
221.54 8" N S
221.54 6" E
CB 227.03
224.33 FULL OF TRASH
ALIGNMENT A6
SEE DWG 00C16 ALIGNMENT A5
SEE DWG 00C16
ORCHARD LANE PARK
HARTNELL COLLEGE
PLAN
EXISTING GRADE
KEY MAP
SCALE
FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: dhannasch
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C27
PLAN AND PROFILE - ALIGNMENT A5
STA 10+00 TO 13+97.12
PROJECT NO. 202765-100000 FILE NAME: 20276500C27.dwg
B
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E
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
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235 235
230 230
225 225
220 220
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3. PLACE TEXT
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2. PLACE TEXT
3. PLACE TEXT
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SEE DWG 00C16
EX 4" G MATCH LINE STA 14+00 SEE THIS SHEET
EX 8" SS
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EX 2" G
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10+00 11+00 12+00
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SEE DWG 00C16
MATCH LINE STA 15+00 SEE DWG 00C29
KEY MAP
SCALE
PLAN PLAN
FILE: Proj_Num_00C101 FILE: Proj_Num_00C101
EXISTING
GRADE
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: dhannasch
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G
G
CIVIL 00C28
PLAN AND PROFILE - ALIGNMENT A6
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C28.dwg
B
D
E
F
No. 73998
1 2
3 4
5 6
7 8
9 10 11 12 13
235 235
230 230
225 225
220 220
215 215
210 210
205 205
10+00 11+00 12+00 13+00 14+00 15+00
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
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REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: dhannasch
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
RAMIREZ PARK
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C29
PLAN AND PROFILE - ALIGNMENT A6
STA 15+00 TO 17+29.08
PROJECT NO. 202765-100000 FILE NAME: 20276500C29.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
235 235
230 230
225 225
220 220
215 215
210 210
205 205
15+00 16+00 17+00 17+12
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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TC CB 209.75'
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204.75' 18" S
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199.49' 6" N
204.64' 8" N/E
199.49' 12" E W
204.69' 8" S/W
SSMH 210.55'
199.15' 12" E W
SDMH 211.87'
201.47' 24" E S
SSMH 211.33'
203.78' ABANDON
SDMH 210.33'
195.73' 42" E W
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Plot Date: 9/12/2022 7:29:07 AM
ALIGNMENT B3
SEE DWG 00C44
GENERAL NOTES:
1. PLACE TEXT SOLEDAD HIGH SCHOOL
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
EP 1. DISCONNECT, REMOVE, AND DISPOSE
WEST STREET
WEST
STREET
REPAIR
COUPLING
GABILAN DRIVE
EP
EX 18" SD
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EX 10" SS
EX 8" SS
EX 8" SS EX 12" SS 8" RW EX 18" SD EX 18" SD #
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EX ELEC
EX 4" G
EX 3" G EX 6" W
EX 12" W
EX 10" SS
EX SD
MATCH LINE STA 15+00 SEE DWG 00C31
KEY MAP
SCALE
PLAN
FILE: Proj_Num_00C101
BENITO ST
LAST SAVED BY: SAdams
EXISTING
GRADE
PROFILE
FILE: Proj_Num_00C101
APPROXIMATE 10LF OF EX 8" RW AND EX 8" GV.
INSTALL BF ON TEE BRANCH.
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C30
PLAN AND PROFILE - ALIGNMENT B
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C30.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
220 220215 215210 210205 205200 200195 195190 190
10+00 11+00 12+00 13+00 14+00 15+00
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
385
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W
W
W
Plot Date: 9/12/2022 7:29:07 AMSOLEDAD HIGH SCHOOL
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MATCH LINE STA 15+00 SEE DWG 00C30 EX 12" SS EX 12" W 8" RW EX 18" SD EX 10" ABND SS EX 6" ABND SS EX 12" W EX 2" ABND G EX 42" SD (HDPE) EX 4" G EX ELEC EX 8" W EX 3" ABND G EX 1 1/4" ABND G EX SS EX 4" G
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205.36' FILL WITH CONCRETE 206.33' 18" N/E W
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197.87' 42" E W
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X X X
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199.18' 42" E W
PLAN
#
MATCH LINE STA 20+00 SEE DWG 00C32
KEY MAP
SCALE
FILE: Proj_Num_00C101
INCA DR
EXISTING
GRADE
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C31
PLAN AND PROFILE - ALIGNMENT B
STA 15+00 TO STA 20+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C31.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
220 220215 215210 210205 205200 200195 195190 190
15+00 16+00 17+00 18+00 19+00 20+00
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
386
SS
G
W
I
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JOB NO.
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X
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X X
X
X
X
X
X
X
X
X
X X X X X
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C
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G
G G G
G
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X X
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206.87' 12" E W SSMH 219.87'
213.22' 6" N
213.22' 12" E W
SDMH 220.94'
211.39' 36" E209.89' 42" W
20+00 21+00 22+00 23+00
SD SD SD SD SD SD SD SD SD SD SD
SS SS SS SS SS SS SS SS SS SS
W W W
W
W W
W W W W W W W
W
W W W W W W W
W
G G
G G G
G G G
UGE UGE UGE UGE
UGE
SD SD SD SD SD SD SD SD SD SD SD
FILE: Proj_Num_00C101
Plot Date: 9/12/2022 7:29:07 AM SOLEDAD HIGH SCHOOL BLAS SANTANA PARK
GABILAN DRIVE
MAIN ST
PLAN
KEY MAP
SCALE
MATCH LINE STA 20+00 SEE DWG 00C31
EX 6" SS
EX 12" SS
EX 12" W
EX 12" SS EX 12" W EX 12" W 8" RW EX 3" G
EX ELEC
EX 36" SD (HDPE)
EX 4" G EX 42" SD (HDPE) EX G EX 12" W
EX ELEC EX 8" W
EX ELEC
EX 3" ABND G
1 2 3 4 5 6 7 8 9 10 11 12 13
A AB
D
E
F
LAST SAVED BY: SAdams
EXISTING
GRADE
PROFILE
FILE: Proj_Num_00C101
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
#
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C32
PLAN AND PROFILE - ALIGNMENT B
STA 20+00 TO STA 25+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C32.dwg
B
D
E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
230 230225 225220 220215 215210 210205 205200 200
20+00 21+00 22+00 23+00 24+00 25+00
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
387
X
G
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FILE: Proj_Num_00C101
Plot Date: 6/21/2024 12:06:49 AM
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT BLAS SANTANA PARK
3. PLACE TEXT
ALIGNMENT B9
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0 10' 20'
SCALE: 1" = 20' (HORIZ)
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RECYCLED WATER CONVEYANCE PROJECT
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PROJECT NO. 202765-100000 FILE NAME: 20276500C34.dwg
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usanorth811.org
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STA 35+00 TO STA 40+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C35.dwg
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FILE: Proj_Num_00C101
Plot Date: 9/12/2022 7:29:07 AM
GENERAL NOTES:
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FILE: Proj_Num_00C101
CIVIL 00C36
PLAN AND PROFILE - ALIGNMENT B
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PROJECT NO. 202765-100000 FILE NAME: 20276500C36.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
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255.43' 8" E
255.33' 10" N
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256.12' 8" N E W
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254.78' 24" N253.38' 18" E252.08' 27" S
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FILE: Proj_Num_00C101
Plot Date: 9/12/2022 7:29:07 AM
EP
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3. PLACE TEXT
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SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
PROFILE
MATCH LINE STA 50+00 SEE DWG 00C38
usanorth811.org
FILE: Proj_Num_00C101
CIVIL 00C37
PLAN AND PROFILE - ALIGNMENT B
STA 45+00 TO STA 50+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C37.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G G
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
275 275270 270265 265260 260255 255250 250245 245
45+00 46+00 47+00 48+00 49+00 50+00
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FILE: Proj_Num_00C101
Plot Date: 9/12/2022 7:29:07 AM
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usanorth811.org
FILE: Proj_Num_00C101
CIVIL 00C38
PLAN AND PROFILE - ALIGNMENT B
STA 50+00 TO STA 55+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C38.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G G
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
285 285280 280275 275270 270265 265260 260255 255
50+00 51+00 52+00 53+00 54+00 55+00
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0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
393
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FILE: Proj_Num_00C101
Plot Date: 9/12/2022 7:29:07 AM
ALIGNMENT B7
SEE DWG 00C52
VISTA AVE
PORTOLA ST
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PLAN
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EX 12" SD EX 8" SS (PVC) EX 12" SD
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LAST SAVED BY: SAdams
MATCH LINE STA 60+00 SEE DWG 00C42
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usanorth811.org
FILE: Proj_Num_00C101
CIVIL 00C39
PLAN AND PROFILE - ALIGNMENT B
STA 55+00 TO STA 60+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C39.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G G
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
295 295290 290285 285280 280275 275270 270265 265
55+00 56+00 57+00 58+00 59+00 60+00
VERIFY SCALES 202765.10
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FILE: Proj_Num_00C101
Plot Date: 9/12/2022 7:29:07 AM
EP VISTA AVE
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GENERAL NOTES:
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3. PLACE TEXT
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0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
PROFILE
usanorth811.org
FILE: Proj_Num_00C101
CIVIL 00C40
PLAN AND PROFILE ALIGNMENT B
STA 60+00 TO STA 65+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C40.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G
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No. 73998
1 2
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VERIFY SCALES 202765.10
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GENERAL NOTES:
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2. PLACE TEXT
3. PLACE TEXT
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usanorth811.org
FILE: Proj_Num_00C101
CIVIL 00C41
PLAN AND PROFILE - ALIGNMENT B
STA 65+00 TO STA 67+60.34
PROJECT NO. 202765-100000 FILE NAME: 20276500C41.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G G
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
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UGE
9/12/2022 7:29:07 AM
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FILE: Proj_Num_00C101
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FILE: Proj_Num_00C101
LAST SAVED BY: KSimpson
GENERAL NOTES:
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0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
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usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C42
PLAN AND PROFILE - ALIGNMENT B1
STA 10+00 TO STA 13+33.77
PROJECT NO. 202765-100000 FILE NAME: 20276500C42.dwg
KEY MAP
NORTH
B
D
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
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185 185
180 180
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170 170
165 165
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3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
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usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C43
PLAN AND PROFILE - ALIGNMENT B2
STA 10+00 TO STA 14+84.36
PROJECT NO. 202765-100000 FILE NAME: 20276500C43.dwg
KEY MAP
NORTH
B
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0 2.5' 5'
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PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: KSimpson
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C44
PLAN AND PROFILE - ALIGNMENT B3
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C44.dwg
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RECYCLED WATER CONVEYANCE PROJECT
G G
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PLAN AND PROFILE - ALIGNMENT B3
STA 15+00 TO 15+88.00
PROJECT NO. 202765-100000 FILE NAME: 20276500C45.dwg
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0 10' 20'
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0 2.5' 5'
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usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C46
PLAN AND PROFILE - ALIGNMENT B4
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C46.dwg
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SCALE: 1" = 20' (HORIZ)
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usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C47
PLAN AND PROFILE - ALIGNMENT B4
STA 15+00 TO STA 20+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C47.dwg
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1 2 3 4 5 6 7 8 9 10 11 12 13
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EX 12" SD
EX 48" SD (RCP)
EX 18" SD
EX 12" W
EX 4" G
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EX 8" W
EX 12" W
EX 4" G
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FILE: Proj_Num_00C101 FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: LHall
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C48
PLAN AND PROFILE - ALIGNMENT B4
STA 20+00 TO 24+45.94
PROJECT NO. 202765-100000 FILE NAME: 20276500C48.dwg
KEY MAP
NORTH
B
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
SSMH 263.59'
251.99' 8" N E W
TC CB 263.43'
256.88' 12" SW
SSMH 263.51'
263.06' 8" S/E W
SDMH 263.48'
256.18' 18" E W
SDMH 263.58'
253.88' 42" N W
255.13' 12" N/E
254.83' 18" E
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30% DESIGN SUBMITTAL
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PLAN AND PROFILE - ALIGNEMNT B5
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C49.dwg
Plot Date: 9/12/2022 7:29:07 AM
B
D
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F
No. 73998
LAST SAVED BY: LHall
1 2 3 4 5 6 7 8 9 10 11 12 13
265 265
260 260
255 255
250 250
245 245
240 240
235 235
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FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: LHall
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C50
PLAN AND PROFILE - ALIGNMENT B5
STA 15+00 TO 16+10.67
PROJECT NO. 202765-100000 FILE NAME: 20276500C50.dwg
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
270 270
265 265
260 260
255 255
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245 245
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VERIFY SCALES 202765.10
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Plot Date: 9/12/2022 7:29:07 AM
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GENERAL NOTES:
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FILE: Proj_Num_00C101
PROFILE
FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C51
PLAN AND PROFILE - ALIGNMENT B6
STA 10+00 TO 15+14.10
PROJECT NO. 202765-100000 FILE NAME: 20276500C51.dwg
B
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E
F
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
275 275
270 270
265 265
260 260
255 255
250 250
245 245
10+00 11+00 12+00 13+00 14+00 15+00 15+14
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
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REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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Plot Date: 9/12/2022 7:29:07 AM
VISTA AVENUE
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1 2 3 4 5 6 7 8 9 10 11 12 13
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30% DESIGN SUBMITTAL
X
X
ALIGNMENT B
SEE DWG 00C40
No. 73998
EXISTING GRADE
EX 8" SS (VCP) EX 8" W
EX 2" G
EX 8" SS (PVC)
EX 24" SD (RCP)
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279.40' 8" E W
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277.95' 24" N S
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SSMH 278.04'
271.39' 8" THRU E W
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0 10' 20'
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Plot Date: 9/12/2022 7:29:07 AM
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F
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FILE: Proj_Num_00C101
LAST SAVED BY: LHall
GENERAL NOTES:
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2. PLACE TEXT
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KEY NOTES:
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2. PLACE TEXT
3. PLACE TEXT
EXISTING
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0 10' 20'
SCALE: 1" = 20' (HORIZ)
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0 2.5' 5'
SCALE: 1" = 5' (VERT)
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#
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C53
PLAN AND PROFILE - ALIGNMENT B7
STA 15+00 TO STA 20+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C53.dwg
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
280 280
275 275
270 270
265 265
260 260
255 255
250 250
15+00 16+00 17+00 18+00 19+00 20+00
VERIFY SCALES 202765.10
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Plot Date: 9/12/2022 7:29:07 AM ROSE FERRERO ELEMENTARY SCHOOL EP
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2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
#
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C54
PLAN AND PROFILE - ALIGNMENT B7
STA 20+00 TO STA 22+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C54.dwg
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
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REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
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285
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FILE: Proj_Num_00C101
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GENERAL NOTES:
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2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
0 10' 20'
SCALE: 1" = 20' (HORIZ)
40'
0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
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PLAN AND PROFILE - ALIGNMENT B8
STA 10+00 TO 12+50.78
PROJECT NO. 202765-100000 FILE NAME: 20276500C55.dwg
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SDMH 233.54'
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FILE: Proj_Num_00C101
Plot Date: 9/12/2022 7:29:07 AM ALIGNMENT B SEE DWG 00C33 KEY NOTES: 1. PLACE TEXT
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FILE: Proj_Num_00C101
LAST SAVED BY: SAdams
GENERAL NOTES:
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2. PLACE TEXT
3. PLACE TEXT
KEY MAP
NORTH
0 10' 20'
SCALE: 1" = 20' (HORIZ)
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0 2.5' 5'
SCALE: 1" = 5' (VERT)
10'
usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C56
PLAN AND PROFILE - ALIGNMENT B4
STA 10+00 TO STA 15+00
PROJECT NO. 202765-100000 FILE NAME: 20276500C56.dwg
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1 2 3 4 5 6 7 8 9 10 11 12 13
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GENERAL NOTES:
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2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
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usanorth811.org
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
G G
CIVIL 00C57
PLAN AND PROFILE - ALIGNMENT B9
STA 15+00 TO 16+70.44
PROJECT NO. 202765-100000 FILE NAME: 20276500C57.dwg
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No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
245 245
240 240
235 235
230 230
225 225
220 220
215 215
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0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF X
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TANKS
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LAST SAVED BY: KSimpson
GENERAL NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
KEY NOTES:
1. PLACE TEXT
2. PLACE TEXT
3. PLACE TEXT
SURGE
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usanorth811.org
KEY MAP
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0 5' 10' 20'
SCALE: 1" = 10' PLAN
SCALE
FILE: Proj_Num_00C101
CIVIL 00C58
PUMP STATION SITE PLAN
PROJECT NO. 202765-100000 FILE NAME: 20276500C58.dwg
30% DESIGN SUBMITTAL CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
B
D
E
F
G G
No. 73998
1 2 3 4 5 6 7 8 9 10 11 12 13
VERIFY SCALES 202765.10
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
REV DATE BY DESCRIPTION JUNE 2024 SCALES ACCORDINGLY OF C
413
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
OVERALL PROJECT SITE GL1.0
WEST STREET
MAIN STREET
SOLEDAD STREET
MONTEREY STREET
METZ ROAD
ORCHARD LANE
GABILAN DRIVE
SANTA BARBARA STREET
VIDA STREET
VISTA AVENUE
TERRAZA STREET
ANDALUCIA DRIVE
PRADO
ENTRADA DRIVE
ORCHARD LANE
3RD STREET
DRIVE
3 4 5 6 7 8 9 10 11 12 13
1 2
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GENERAL NOTES
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SCALES ACCORDINGLY
JOB NO.
XXXXX (CAROLLO)
23264 (SEI)
DRAWING NO.
SHEET NO.
GL 1.1
OF XX
3 4 5 6 7 8 9 10 11 12 13
VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS CONSTRUCTION AND MATERIALS SHALL COMPLY WITH PROVISIONS OF THE LATEST BUILDINGCODE, STATE WATER BOARD (TITLE 22), AND WITH OTHER RULES, REGULATIONS AND ORDINANCE OVER THE DRAWINGS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THEOWNER'S REPRESENTATIVE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE
REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT
DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. CORRECTED
DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS, NOTES, AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE.
THE CONTRACT DRAWINGS, NOTES, AND SPECIFICATIONS REPRESENT THE FINISHED WORK UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY OWNER'S REPRESENTATIVES SHALLNOT INCLUDE INSPECTIONS OF THE CONSTRUCTION PROCEDURES REQUIRED, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONSTRUCTOR. ANY SUPPORT SERVICES PERFORMED
BY THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION SHALL BE DISTINGUISHED
FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE OWNER'S REPRESENTATIVE,
WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED TO, DURING, OR AFTER
COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF
ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT
DRAWINGS AND NOTES, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
PROTECTION FENCING SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTIONMAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY ALLOWABLE WORK HOURS: MONDAY THROUGH FRIDAY 8:00 A.M. TO 6:00 P.M.
THE CONTRACTOR SHALL PROVIDE ALL AS-BUILT REVISION PRIOR TO THE ACCEPTANCE OF
CONTRACTOR WARRANTS TO THE OWNER AND THE LANDSCAPE ARCHITECT THAT ALL
MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. CONTRACTOR TO CALL DIG ALERT AT: 811, PRIOR TO ANY DIGGING TO LOCATE AND MARK BURIED UTILITIES.THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN VERIFY LIMIT OF WORK LINES PRIOR TO COMMENCING WORK.
IN THE CASE OF DISCREPANCIES IN THE DRAWING, NOTES TAKE PRECEDENCE OVER SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.
THE CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS AND NOTES APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT
1. ANY USE OF RECYCLED WATER SHALL COMPLY WITH THE FOLLOWING:
a) ANY IRRIGATION APPLICATION SHALL BE CONFINED TO THE RECYCLED WATER AREA. b) SPRAY, MIST, OR RUNOFF SHALL NOT ENTER DWELLINGS, DESIGNATED OUTDOOR EATING AREAS, OR FOOD HANDLING FACILITIES.
c) DRINKING WATER FOUNTAINS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR RUNOFF.
d) SPRAY APPLICATION HOURS SHALL COMPLY WITH STATE WATER BOARD REQUIREMENTS.
2. NO SPRAY IRRIGATION OF ANY RECYCLED WATER, OTHER THAN DISINFECTED TERTIARY RECYCLED WATER, SHALL TAKE PLACE WITHIN 100 FEET OF A RESIDENCE OR A PLACE
WHERE PUBLIC EXPOSURE COULD BE SIMILAR TO THAT OF A PARK, PLAYGROUND, OR SCHOOL YARD.
3. ALL USE AREAS WHERE RECYCLED WATER IS USED THAT ARE ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS THAT ARE VISIBLE TO THE PUBLIC, IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE, THAT INCLUDE THE FOLLOWING WORDING: "RECYCLED WATER - DO NOT DRINK". EACH SIGN SHALL DISPLAY AN INTERNATIONAL SYMBOL FOR "DO NOT DRINK". THE DEPARTMENT MAY ACCEPT ALTERNATIVE SIGNAGE PROVIDED THE APPLICANT DEMONSTRATES TO THE DEPARTMENT THE THE ALTERNATIVE SIGNAGE WILLASSURE AN EQUIVALENT DEGREE OF PUBLIC NOTIFICATION.
4. THE PORTIONS OF THE RECYCLED WATER PIPING SYSTEM THAT ARE IN AREAS SUBJECT TO ACCESS BY THE GENERAL PUBLIC SHALL NOT INCLUDE ANY HOSE BIBS. ONLY QUICK
COUPLERS THAT DIFFER FROM THOSE USED ON THE POTABLE WATER SYSTEM SHALL BE USED ON THE PORTIONS OF THE RECYCLED WATER PIPING SYSTEM IN AREAS SUBJECT TOPUBLIC ACCESS.
1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE SITE SUPERVISOR DURING CONSTRUCTION. NAME: JOEL ALVAREZ, PUBLIC WORKS MANAGERCONTACT INFORMATION: 248 MAIN ST., SOLEDAD. PH (805) 223-5181
2. INFORMATION WAS DERIVED FROM A VARIETY OF AVAILABLE RESOURCES, INFORMATION AND SCANS AND SHOULD BE USED FOR REFERENCE ONLY. WHILE EVERY EFFORT HAS BEEN MADE ENSURE THAT THIS DATA AND INFORMATION IS ACCURATE AND RELIABLE.
CONTRACTOR TO VERIFY EXACT LOCATIONS OF COMPONENTS IN THE FIELD AT THE START OF CONSTRUCTION.
3. ALL WORK SHALL CONFORM TO LOCAL AND STATE CODES AND ORDINANCES AND THE
PLANS, DETAILS AND NOTES FOR THIS PROJECT, READ THOROUGHLY AND BECOME FAMILIAR
WITH THE NOTES AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING, BUT NOT LIMITED TO. UNDERGROUND UTILITIES AND STRUCTURES.
5. EXISTING POTABLE WATER PRESSURES HAVE BEEN REPORTED TO BE 34 TO 100 PSI.
CONTRACTOR TO VERIFY IN FIELD PRIOR TO START OF RETROFIT WORK.
6. IRRIGATION VALVE BOXES SHALL BE PURPLE IN COLOR. IF EXISTING IRRIGATION VALVE
BOXES ON SITE ARE NOT PURPLE, THE CONTRACTOR SHALL REPLACE THE BOX WITH A BOX OF SIMILAR SIZE THAT IS PURPLE IN COLOR. ALSO REPLACE BROKEN VALVE BOX COVERS WITH PURPLE COVERS (ESTIMATED AT 20 COVERS).
7. DO NOT PROCEED WITH THE RETROFIT OF THE SYSTEM WHEN IT IS EVIDENT THAT FIELD
CONDITIONS OR DIFFERENCES EXIST THAT COULD NOT HAVE BEEN CONSIDERED IN
ENGINEERING OR IF DISCREPANCIES IN DRAWINGS, DETAILS, AND NOTES ARE DISCOVERED,
BRING ALL SUCH DIFFERING FIELD CONDITIONS AND DISCREPANCIES TO THE ATTENCION OF THE OWNER'S REPRESENTATIVE.
8. THE EXISTING BACKFLOW PREVENTION ASSEMBLY SHALL BE USED ON THE PARK'S EXISTING POTABLE WATER METER.
9. ALL NEW IRRIGATION PIPES SHALL BE PURPLE IN COLOR. SEE DRAWINGS AND LEGEND FOR PIPE CALLOUTS.
10. UNLESS OTHERWISE NOTED, TRENCHING DEPTHS FOR IRRIGATION PIPES SHALL BE 24" FOR MAINLINES AND 12" FOR LATERALS. DEPTH SHALL BE MEASURED FROM THE TOP OF PIPE TO FINISHED SOIL LEVEL.
11. INSTALL RECYCLED WATER ADVISORY SIGNS WHERE SHOWN ON PLANS.12. ALL VALVE ON THE PARK IRRIGATION SYSTEM SHALL BE BROUGHT UP TO FULL WORKING ORDER.
13. PRIOR TO BACKFILLING THE EXISTING POTABLE WATER IRRIGATION DISCONNECTION WORK
AREA, AN INSPECTION BY A WATER BOARD APPROVED INDIVIDUAL SHALL OCCUR TO VERIFY
THAT THERE IS NO CROSS CONNECTION BETWEEN THE POTABLE WATER AND THE RECYCLED WATER SYSTEM. PROVIDE PHOTOS OF ALL WORK.
14. PRIOR TO BACKFILLING THE POTABLE AND RECYCLED WATER CROSSING WORK AREAS, AN
INSPECTION BY A WATER BOARD APPROVED INDIVIDUAL SHALL OCCUR TO VERIFY THAT
THERE IS NO CROSS CONNECTION BETWEEN THE POTABLE WATER AND THE RECYCLED WATER SYSTEMS. PROVIDE PHOTOS OF ALL WORK.
15. PRIOR TO BACKFILLING THE NEW RECYCLED WATER IRRIGATION CONNECTION WORK AREA,
AND INSPECTION BY A WATER BOARD APPROVED INDIVIDUAL SHALL OCCUR TO VERIFY THAT
THERE IS NO CROSS CONNECTION BETWEEN THE POTABLE WATER THE RECYCLED WATER SYSTEMS. PROVIDE PHOTOS OF ALL WORK.
16. CROSS CONNECTION TESTING BETWEEN THE POTABLE WATER AN RECYCLED WATER SYSTEMS MUST BE PERFORMED BY A CERTIFIED CROSS CONNECTION SPECIALIST.SPECIALIST TO BE PROVIDED BY THE CITY.
STATE WATER BOARD REQUIREMENTS IRRIGATION RETROFIT NOTES AB
D
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F
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3 4 5 6 7 8 9 10 11 12 13
C
415
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
LUM MEMORIAL PARK - POINT OF CONNECTION L1.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
PROPOSED RW
SERVICE LINE
(PER CAROLLO)
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATION
NEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGN
EXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINE
NEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
3 4 5 6 7 8 9 10 11 12 13
EXISTING EQUIPMENT 2 NO SCALE
IRRIGATION POINT OF CONNECTION
LEGEND
C POINT OF CONNECTION DESIGN SUMMARY
INFORMATION AND LAYOUT OF EXISTING IRRIGATION IS
BASED ON FIELD INVENTORY SITE VISITS COORDINATED
WITH CITY REPRESENTATIVES AND CONDUCTED BY
SIEGFRIED.
AS-BUILTS PROVIDED BY THE CITY, AND USED ASADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD CONFIRM ALL INFORMATION
PRIOR TO CONSTRUCTION.
AB
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
416
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
TERRAZA STREET
EXISTING DRINKING
FOUNTAIN
LUM MEMORIAL PARK - INVENTORY L1.1
POINT OF CONNECTION AREA
SEE SHEET L1.0 FOR DESIGN
AND DESCRIPTIONS.
NEW RECYCLED WATER
NEW RECYCLED WATER
WARNING SIGN
3 4 5 6 7 8 9 10 11 12 13
5 2 1
4 3
5 5 2
4 1
SITE SUMMARY
LUM MEMORIAL PARK
2.53 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PLAYGROUND, BASKETBALL COURT, PICNIC TABLES, AND BENCHES.·· ONE DRINKING FOUNTAIN.·· NO PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
A
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
PEVERINI PARK
EXISTING PRODUCT SCHEDULE
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
417
WM
GV
10'
WM
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
PEVERINI PARK - POINT OF CONNECTION L2.0
PROPOSED RW
SERVICE LINE
(PER CAROLLO)
EXISTING POTABLE
WATER SERVICE LINE
NEW 34" WATER METER AND BACKFLOW
PREVENTER FOR ISOLATED DRINKING
FOUNTAIN WATER SERVICE
CUT AND
SEPARATE
WATER LINE
DIRECT CONNECT NEW RW
SERVICE TO EXISTING
WATER METER AND
BACKFLOW PREVENTER
NEW RECYCLED WATER
WARNING SIGN
EXISTING
CONTROLLER
NEW 34" BRASS WATER LINE
CONNECTION IN 3" PVC SLEEVE
CUT , CAP AND
REMOVE
NEW SECTION OF PIPE 34" BRASS WATER
LINE CONNECTION
EXISTING WATERLINE TOEXISTING DRINKING
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
EXISTING EQUIPMENT
NO SCALE
C
C
LEGEND
POINT OF CONNECTION DESIGN SUMMARY
INFORMATION AND LAYOUT OF EXISTING IRRIGATION IS
BASED ON FIELD INVENTORY SITE VISITS COORDINATED
WITH CITY REPRESENTATIVES AND CONDUCTED BY
SIEGFRIED.
AS-BUILTS PROVIDED BY THE CITY, AND USED ASADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD CONFIRM ALL INFORMATION
PRIOR TO CONSTRUCTION.
AB
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
418
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
TERRAZA STREET
EXISTING
RESTROOM
EXISTING DRINKINGFOUNTAIN
PEVERINI PARK - INVENTORY L2.1
NEW RECYCLED WATER
WARNING SIGN
3 4 5 6 7 8 9 10 11 12 13
LUM PARK
10 5 6 7 4
8 3
9 2 3 X 4 X 5 6 7 8 X X 9 X 10 X
SITE SUMMARY
PEVERINI PARK A
3.06 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· TWO (2) DRINKING FOUNTAINS.·· PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· SHRUB VALVE ZONES:
··· EXISTING SHRUB AND GROUNDCOVER VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND REMOVED FROM SERVICE AND PERMANENTLY NON-OPERATIONAL. NO RECYCLED WATEREQUIPMENT TO BE INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE. ·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
TREE/ SHRUB ZONES
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (9) NINE
EXISTING PRODUCT SCHEDULE
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
419
WM
WM
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
SANTA BARBARA PARK - POINT OF CONNECTION L3.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN
PROPOSED RW
SERVICE LINE
(PER CAROLLO)
EXISTING POTABLE
WATER SERVICE LINE
CUT AND
SEPARATE
WATER LINE
DIRECT CONNECT NEW RW
SERVICE TO NEW WATER
METER AND EXISTINGBACKFLOW PREVENTER
NEW RECYCLED WATER
WARNING SIGN
EXISTING WATERLINE TO
EXISTING DRINKING
FOUNTAIN #2
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
NEW 1-1/2" WATER METER FOR
ISOLATED LANDSCAPE WATER
SERVICE
C
M
EXISTING EQUIPMENT 2 NO SCALE
IRRIGATION POINT OF CONNECTION
3 4 5 6 7 8 9 10 11 12 13
LEGEND
C
POINT OF CONNECTION DESIGN SUMMARY
INFORMATION AND LAYOUT OF EXISTING IRRIGATION IS
BASED ON FIELD INVENTORY SITE VISITS COORDINATED
WITH CITY REPRESENTATIVES AND CONDUCTED BY
SIEGFRIED.
AS-BUILTS PROVIDED BY THE CITY, AND USED ASADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD CONFIRM ALL INFORMATION
PRIOR TO CONSTRUCTION.
AB
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
420
GV
GV
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
EXISTING DRINKING
FOUNTAIN
SANTA BARBARA
EXISTINGDRINKING
FOUNTAIN
SANTA BARBARA PARK - INVENTORY L3.1
POINT OF CONNECTION AREA
SEE SHEET L3.0 FOR DESIGN
AND DESCRIPTIONS.
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
7 5 4
6 3
2 2 1 2
1 3 4 5 6 7 8 9 10 11 12 13
X
4 6 X
5 2 3 1
SITE SUMMARY
A SANTA BARBARA PARK 1.3 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· TWO DRINKING FOUNTAINS.·· NO PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (2) TWO B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
421
WM
WM
GV
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
SAN ANTONIO PARK - POINT OF CONNECTION L4.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
PROPOSED RW
SERVICE LINE
(PER CAROLLO)
EXISTING POTABLE
WATER SERVICE LINE
NEW 34" WATER METER AND BACKFLOW
PREVENTER FOR ISOLATED DRINKING
FOUNTAIN WATER SERVICE
CONNECT RW
WATER LINE
NEW RECYCLED WATER
WARNING SIGN
EXISTING
CONTROLLER
CUT AND
REMOVE
NEW SECTION OF PIPE 34" BRASS WATER
LINE CONNECTION
EXISTING DRINKING
FOUNTAIN
NEW GATE VALVE
M
C
3 4 5 6 7 8 9 10 11 12 13
EXISTING EQUIPMENT 2 NO SCALE
IRRIGATION POINT OF CONNECTION
LEGEND GENERAL NOTES
EXISTING POINT OF CONNECTION SCHEDULE
C
A
1. IF A DISCREPANCY BETWEEN THESE PLANS AND ACTUAL ON-SITE CONDITIONS OCCURS, THE CONTRACTOR IS TO NOTIFY THE OWNER IMMEDIATELY, BEFORE PROCEEDING WITH WORK, FOR A DECISION.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND CODES.
3. ALL PLANTS BROUGHT ONTO THE SITE SHALL BE WATERED AND PROTECTED FROM EXCESSIVE WIND, SUN, FROST, PHYSICAL DAMAGE AND THEFT UNTIL PLANTED.
4. ALL ASPHALT, BASE COURSE AND OTHER DEBRIS ARE TO BE REMOVED COMPLETELY BELOW PLANTING AREAS TO NATIVE SOIL LEVEL.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE AT 2% MINIMUM IN PLANTING AREAS EXCEPT WHERE SHOWN.
6. THE CONTRACTOR SHALL FURNISH AND APPLY THE APPROPRIATE PRE-EMERGENT HERBICIDE AT RATES PRESCRIBED BY LAW AND THE MANUFACTURER'S RECOMMENDATIONS. 'SURFLAN 75W' IS RECOMMENDED FOR GROUND COVER AND SHRUB AREAS. ALL PRE-EMERGENT HERBICIDES SHALL BE APPLIED BY LICENSED OPERATORS UNDER FAVORABLE WEATHER CONDITIONS.
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
422
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
20'
SCALE: 1"=20'
40'
LA COLINA STREET
EXISTING DRINKING
FOUNTAIN
SAN ANTONIO STREET
SAN ANTONIO PARK - INVENTORY L4.1
POINT OF CONNECTION AREA
SEE SHEET L4.0 FOR DESIGN
AND DESCRIPTIONS.
NEW RW WARNING
SIGN
NEW RW WARNING
SIGN
1 1
2 3
3 3 4 5 6 7 8 9 10 11 12 13
1 X
2 3
SITE SUMMARY
SAN ANTONIO PARK A
0.52 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· NO PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (1) ONE B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
423
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
JACK FRANSCIONI ELEMENTARY - POINT OF CONNECTION L5.0
GABILAN DRIVE
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
LEGEND GENERAL NOTES
EXISTING POINT OF CONNECTION SCHEDULE
C 1. IF A DISCREPANCY BETWEEN THESE PLANS AND ACTUAL ON-SITE CONDITIONS OCCURS, THE
CONTRACTOR IS TO NOTIFY THE OWNER IMMEDIATELY, BEFORE PROCEEDING WITH WORK, FOR A DECISION.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND CODES.
3. ALL PLANTS BROUGHT ONTO THE SITE SHALL BE WATERED AND PROTECTED FROM EXCESSIVE WIND, SUN, FROST, PHYSICAL DAMAGE AND THEFT UNTIL PLANTED.
4. ALL ASPHALT, BASE COURSE AND OTHER DEBRIS ARE TO BE REMOVED COMPLETELY BELOW PLANTING AREAS TO NATIVE SOIL LEVEL.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE AT 2% MINIMUM IN PLANTING AREAS EXCEPT WHERE SHOWN.
6. THE CONTRACTOR SHALL FURNISH AND APPLY THE APPROPRIATE PRE-EMERGENT HERBICIDE AT RATES PRESCRIBED BY LAW AND THE MANUFACTURER'S RECOMMENDATIONS. 'SURFLAN 75W' IS RECOMMENDED FOR GROUND COVER AND SHRUB AREAS. ALL
PRE-EMERGENT HERBICIDES SHALL BE APPLIED BY LICENSED OPERATORS UNDER FAVORABLE WEATHER CONDITIONS.
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
424
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L5.2
L5.3
SAN ANTONIO STREET
JACK FRANSCIONI ELEMENTARY - INVENTORY I L5.1
3 4 5 6 7 8 9 10 11 12 13
A
FOR CONTINUATION SEE SHEET
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (X) TBD
FOR CONTINUATION SEE SHEET
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
425
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L5.4
SAN ANTONIO STREET
JACK FRANSCIONI ELEMENTARY - INVENTORY II L5.2
3 4 5 6 7 8 9 10 11 12 13
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L5.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
426
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L5.4
L5.1
GABILAN DRIVE
JACK FRANSCIONI ELEMENTARY - INVENTORY III L5.3
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L5.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
427
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L5.2
GABILAN DRIVE
JACK FRANSCIONI ELEMENTARY - INVENTORY IV L5.4
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L5.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
428
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
TOLEDO PARK - POINT OF CONNECTION L6.0
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
3 4 5 6 7 8 9 10 11 12 13
GENERAL NOTES
1. IF A DISCREPANCY BETWEEN THESE PLANS AND ACTUAL ON-SITE CONDITIONS OCCURS, THE CONTRACTOR IS TO NOTIFY THE OWNER IMMEDIATELY, BEFORE PROCEEDING WITH WORK, FOR A DECISION.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND CODES.
3. ALL PLANTS BROUGHT ONTO THE SITE SHALL BE WATERED AND PROTECTED FROM EXCESSIVE WIND, SUN, FROST, PHYSICAL DAMAGE AND THEFT UNTIL PLANTED.
4. ALL ASPHALT, BASE COURSE AND OTHER DEBRIS ARE TO BE REMOVED COMPLETELY BELOW PLANTING AREAS TO NATIVE SOIL LEVEL.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE AT 2% MINIMUM IN PLANTING AREAS EXCEPT WHERE SHOWN.
6. THE CONTRACTOR SHALL FURNISH AND APPLY THE APPROPRIATE PRE-EMERGENT HERBICIDE AT RATES PRESCRIBED BY LAW AND THE MANUFACTURER'S RECOMMENDATIONS. 'SURFLAN 75W' IS RECOMMENDED FOR GROUND COVER AND SHRUB AREAS. ALL PRE-EMERGENT HERBICIDES SHALL BE APPLIED BY LICENSED OPERATORS UNDER FAVORABLE WEATHER CONDITIONS.
A
LEGEND
C
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
429
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
GABILAN DRIVE
TOLEDO - INVENTORY L6.1
3 4 5 6 7 8 9 10 11 12 13
SITE SUMMARY
SANTA BARBARA PARK A
1.3 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· TWO (2) DRINKING FOUNTAINS.·· NO PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· SHRUB VALVE ZONES:
··· EXISTING SHRUB AND GROUNDCOVER VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND REMOVED FROM SERVICE AND PERMANENTLY NON-OPERATIONAL. NO RECYCLED WATEREQUIPMENT TO BE INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE. ·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
1. PROJECT IS COMPLETED BY OTHERS, AND NOT PART OF INVENTORY.
2. SEE ATTACHMENT FOR TOLEDO PARK IMPROVEMENT PLANS.
3. EQUIPMENT LIST IS RETROFITTING SITE AND SERVICE OF RECYCLED WATER.
RECYCLED WATER PRODUCT SCHEDULE
SITE NOTES
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
430
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
BLAS SANTANA PARK - POINT OF CONNECTION L7.0
BACKFLOW PREVENTER RESTROOMPOINT OF CONNECTION CONTROLLER WATER METER WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
NEW RECYCLED WATER
WARNING SIGN
EXISTING
CONTROLLER
INSIDE ROOM
EXISTINGRESTROOM
GV
3 4 5 6 7 8 9 10 11 12 13
EXISTING EQUIPMENT 2 NO SCALE
IRRIGATION POINT OF CONNECTION
LEGEND
C
C
POINT OF CONNECTION DESIGN SUMMARY
INFORMATION AND LAYOUT OF EXISTING IRRIGATION IS
BASED ON FIELD INVENTORY SITE VISITS COORDINATED
WITH CITY REPRESENTATIVES AND CONDUCTED BY
SIEGFRIED.
AS-BUILTS PROVIDED BY THE CITY, AND USED ASADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD CONFIRM ALL INFORMATION
PRIOR TO CONSTRUCTION.
AB
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
431
GV
GV
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L7.2
MIRADA STREET
PRADO DRIVE
BLAS SANTANA PARK - INVENTORY I L7.1
POINT OF CONNECTION AREA
SEE SHEET L7.0 FOR DESIGN
AND DESCRIPTIONS.
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
P2
P1
1 1
2 3 12
4 11
5 6
3 4 5 6 7 8 9 10 11 12 13
SITE SUMMARY
BLAS SANTANA PARK
4.75 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PLAYGROUND, BASKETBALL COURT, AND BENCHES.·· PUBLIC BATHROOMS.·· NO DRINKING FOUNTAIN. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION. · GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
A
TREE/ SHRUB ZONES
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (1) ONE
FOR CONTINUATION SEE SHEET
EXISTING IRRIGATION PRODUCT LIST
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
P1
P2
X
6 5 4 3 2 1 12
11 C
432
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L7.1
GABILAN DRIVE
BLAS SANTANA PARK - INVENTORY II L7.2
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
5 6
6 10
8 7
10 9
3 4 5 6 7 8 9 10 11 12 13
7 8 9 10
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L7.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
433
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
SOLEDAD HIGH SCHOOL - POINT OF CONNECTION L8.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
GABILAN STREET
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATION
NEW WATER METERNEW BACKFLOW PREVENTER
NEW GATE VALVENEW WARNING SIGN
EXISTING POTABLE WATER MAINLINE
EXISTING IRRIGATION MAINLINE
NEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINE
PIPE TO BE REMOVED
WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
LEGEND
C
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
434
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L8.2
L8.3
SOLEDAD HIGH SCHOOL - INVENTORY I L8.1
3 4 5 6 7 8 9 10 11 12 13
ROSE FERRERO ELEMENTARY
SITE SUMMARY
SOLEDAD HIGH SCHOOL
39.81 ACRE SOLEDAD UNIFIED SCHOOL DISTRICT
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, BENCHES, SEATING SPACES AND OPEN ASPHALT ACTIVITY AREAS.
· LANDSCAPE:
·· IRRIGATED AND MAINTAINED NATURAL TURFGRASS SPORTS PLAY FIELDS, COURTYARD AND FRONT STREET FRONTAGE LAWN AREAS.
·· SHADE TREES IN LAWN, SHRUB AND BARK MULCH AREAS.·· IRRIGATED AND MAINTAINED SHRUB AREAS.·· SITE HAS ISOLATED AND SEPARATE POTABLE WATER POINTS OF CONNECTION FOR FIRE SERVICE, BUILDING SERVICE AND ONE FOR LANDSCAPE IRRIGATION.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL LANDSCAPE IRRIGATION EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· TREE/SHRUB VALVE ZONES:
··· EXISTING TREE, SHRUB AND GROUNDCOVER VALVES TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
A
FOR CONTINUATION SEE SHEET EXISTING SHRUB IRRIGATION NOTES EXISTING IRRIGATED SHRUB AREA 1. FIELD INVENTORY AND QUANTITY OF DRIP EMITTERS IS BASED ON FIELD REVIEW OF PLANTS. 2. DRIPLINE AND EMITTERS WERE NOT PHYSICALLY VISIBLE AND BELOW GRADE OR UNDER MATURE PLANTS. 3. QUANTITY FOR BIDDING PURPOSES IS BASED ON THE FOLLOWING 3.1. (2) TWO 2.0 GPH DRIP EMITTERS PER TREE/ LARGE SHRUBS 3.2. (1) ONE 2.0 GPH DRIP EMITTERS PER SMALL PLANTS/ GROUNDCOVERS. 4. EXISTING DRIPLINE WAS FOUND EXPOSED IN CERTAIN LOCATIONS. 5. SHRUB DRIPLINE AREAS WERE OPERATIONAL AND MAINTAINED. 6. SHRUB AREAS WITH SPRAY WERE INVENTORIED WITH THE FOLLOWING ASSUMPTIONS :
6.1. PRODUCT WAS BASED ON IMPROVEMENT PLANS, AND SITE FIELD INVENTORY.
6.2. QUANTITY IS BASED ON IMPROVEMENT PLANS PROVIDED.6.3. REPLACEMENT AND QUANTITY ARE SHOWN ON EXISTING PRODUCT SCHEDULE SHOWN BELOW.
TREE/ SHRUB ZONES
VALVES WITH (X) REPRESENT EXISTING TREE AND
SHRUB VALVES WITHOUT STATION REFERENCE.
FOR CONTINUATION SEE SHEET
EXISTING PRODUCT SCHEDULE
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
435
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L8.4
SOLEDAD HIGH SCHOOL - INVENTORY II L8.2
3 4 5 6 7 8 9 10 11 12 13
ROSE FERRERO ELEMENTARY
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L8.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
436
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
15' 60'
SCALE: 1"=30'
0' 30'
L8.4
L8.5L8.1
SOLEDAD HIGH SCHOOL - INVENTORY III L8.3
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L8.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
FOR CONTINUATION SEE SHEET
G
3 4 5 6 7 8 9 10 11 12 13
C
437
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
15' 60'
SCALE: 1"=30'
0' 30'
L8.6
L8.2
SOLEDAD HIGH SCHOOL - INVENTORY IV L8.4
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L8.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
FOR CONTINUATION SEE SHEET
G
3 4 5 6 7 8 9 10 11 12 13
C
438
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
15' 60'
SCALE: 1"=30'
0' 30'
L8.6
L8.7L8.3
SOLEDAD HIGH SCHOOL - INVENTORY V L8.5
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L8.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
FOR CONTINUATION SEE SHEET
G
3 4 5 6 7 8 9 10 11 12 13
C
439
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
15' 60'
SCALE: 1"=30'
0' 30'
L8.4
L8.8
SOLEDAD HIGH SCHOOL - INVENTORY VI L8.6
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L8.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
FOR CONTINUATION SEE SHEET
G
3 4 5 6 7 8 9 10 11 12 13
C
440
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L8.8
L8.5
GABILAN STREET
POINT OF CONNECTION AREA
SEE SHEET L8.0 FOR DESIGN
AND DESCRIPTIONS.
SOLEDAD HIGH SCHOOL - INVENTORY VII L8.7
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L8.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
441
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L8.6
GABILAN STREET
SOLEDAD HIGH SCHOOL - INVENTORY VIII L8.8
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L8.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
442
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
ROSE FERRERO ELEMENTARY - POINT OF CONNECTION L9.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
RESTROOM
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATION
NEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGN
EXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINE
NEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINE
PIPE TO BE REMOVED
WM
GV
M
A B
2 3 4 5 6 7 8 9 10 11 12 13
EXISTING EQUIPMENT
NO SCALE
LEGEND GENERAL NOTES
EXISTING POINT OF CONNECTION SCHEDULE
C
A
1. IF A DISCREPANCY BETWEEN THESE PLANS AND ACTUAL ON-SITE CONDITIONS OCCURS, THE CONTRACTOR IS TO NOTIFY THE OWNER IMMEDIATELY, BEFORE PROCEEDING WITH WORK, FOR A DECISION.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS AND CODES.
3. ALL PLANTS BROUGHT ONTO THE SITE SHALL BE WATERED AND PROTECTED FROM EXCESSIVE WIND, SUN, FROST, PHYSICAL DAMAGE AND THEFT UNTIL PLANTED.
4. ALL ASPHALT, BASE COURSE AND OTHER DEBRIS ARE TO BE REMOVED COMPLETELY BELOW PLANTING AREAS TO NATIVE SOIL LEVEL.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE AT 2% MINIMUM IN PLANTING AREAS EXCEPT WHERE SHOWN.
6. THE CONTRACTOR SHALL FURNISH AND APPLY THE APPROPRIATE PRE-EMERGENT HERBICIDE AT RATES PRESCRIBED BY LAW AND THE MANUFACTURER'S RECOMMENDATIONS. 'SURFLAN 75W' IS RECOMMENDED FOR GROUND COVER AND SHRUB AREAS. ALL PRE-EMERGENT HERBICIDES SHALL BE APPLIED BY LICENSED OPERATORS UNDER FAVORABLE WEATHER CONDITIONS.
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
443
GV
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L9.2
L9.3
ENTRADA DRIVE
ROSE FERRERO ELEMENTARY - INVENTORY I L9.1
POINT OF CONNECTION AREA
SEE SHEET L9.0 FOR DESIGN
AND DESCRIPTIONS.
A13
A14
A15 A18
A15
A15 A9
A11
A19 A17
3 4 5 6 7 8 9 10 11 12 13
A13
A13
A9 A15
A18 A17
X
A11
X
SITE SUMMARY
ROSE FERRERO ELEMENTARY SCHOOL
9.86 ACRE SOLEDAD UNIFIED SCHOOL DISTRICT
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, BENCHES, PLAYGROUND STRUCTURES AND OPEN ASPHALT ACTIVITY AREAS.
· LANDSCAPE:
·· IRRIGATED AND MAINTAINED NATURAL TURFGRASS SPORTS PLAY FIELDS, COURTYARD AND FRONT STREET FRONTAGE LAWN AREAS.
·· SHADE TREES IN LAWN, SHRUB AND BARK MULCH AREAS.·· IRRIGATED AND MAINTAINED SHRUB AREAS.·· SITE HAS ISOLATED AND SEPARATE POTABLE WATER POINTS OF CONNECTION FOR FIRE SERVICE, BUILDING SERVICE AND ONE FOR LANDSCAPE IRRIGATION.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL LANDSCAPE IRRIGATION EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· TREE/SHRUB VALVE ZONES:
··· EXISTING TREE, SHRUB AND GROUNDCOVER VALVES TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
A
FOR CONTINUATION SEE SHEET
FOR CONTINUATION SEE SHEET
EXISTING SHRUB IRRIGATION NOTES
EXISTING IRRIGATED SHRUB AREA
1. FIELD INVENTORY AND QUANTITY OF DRIP EMITTERS IS BASED ON FIELD REVIEW OF PLANTS.
2. DRIPLINE AND EMITTERS WERE NOT PHYSICALLY VISIBLE AND BELOW GRADE OR UNDER MATURE PLANTS.
3. QUANTITY FOR BIDDING PURPOSES IS BASED ON THE FOLLOWING
3.1. (2) TWO 2.0 GPH DRIP EMITTERS PER TREE/ LARGE SHRUBS3.2. (1) ONE 2.0 GPH DRIP EMITTERS PER SMALL PLANTS/ GROUNDCOVERS.
4. EXISTING DRIPLINE WAS FOUND EXPOSED IN CERTAIN LOCATIONS.
5. SHRUB DRIPLINE AREAS WERE OPERATIONAL AND MAINTAINED.6. SHRUB AREAS WITH SPRAY WERE INVENTORIED WITH THE FOLLOWING ASSUMPTIONS :
6.1. PRODUCT WAS BASED ON IMPROVEMENT PLANS, DATED 2000, WITH TORO 570 SPRAY POP-UP.
6.2. QUANTITY IS BASED ON IMPROVEMENT PLANS PROVIDED.6.3. REPLACEMENT AND QUANTITY ARE SHOWN ON EXISTING PRODUCT SCHEDULE SHOWN BELOW.
VALVES WITH (X) REPRESENT EXISTING TREE AND
SHRUB VALVES. WITHOUT STATION REFERENCE.
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
444
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L9.4
PRADO STREET
PORTOLA COURT
ROSE FERRERO ELEMENTARY - INVENTORY II L9.2
B1
X
B13
X
X
B2
X
B12
3 4 5 6 7 8 9 10 11 12 13
B1
B13
B2
B4
B12
B2
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L9.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
445
GV
GV
GV
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L9.4
L9.1
ROSE FERRERO ELEMENTARY - INVENTORY III L9.3
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A22
A20
A22
A19 A20
A21
A23
A25
A26
X
X
A21 A20
X X
X
X
X
X
X
X
A25
A26
A22
A
FOR CONTINUATION SEE SHEET
SOLEDAD HIGH SCHOOL
B
D
E
F
SEE SHEET L9.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
446
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L9.2
BARCELONA STREET
VERANO STREET
ROSE FERRERO ELEMENTARY - INVENTORY IV L9.4
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
B15
B5
B17
B10
B9
B5
B7
B16 B9
B7
A18
B6
B14
B17
B5
X
X
B14 B6
B7
A
SOLEDAD HIGH SCHOOL
B
D
E
F
SEE SHEET L9.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
447
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
FRANK LEDESMA ELEMENTARY - POINT OF CONNECTION L10.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
VISTA DE SOLEDAD
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATION
NEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGN
EXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINE
NEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINE
PIPE TO BE REMOVED
WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
LEGEND
C
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
448
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L10.2
VISTA DE SOLEDAD
FRANK LEDESMA ELEMENTARY - INVENTORY I L10.1
3 4 5 6 7 8 9 10 11 12 13
A
FOR CONTINUATION SEE SHEET
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (X) TBD B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
449
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L10.1L10.3
VISTA DE SOLEDAD
FRANK LEDESMA ELEMENTARY - INVENTORY II L10.2
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L10.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
450
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L10.2
VISTA DE SOLEDAD
GABILAN DRIVE
FRANK LEDESMA ELEMENTARY - INVENTORY III L10.3
POINT OF CONNECTION AREA
SEE SHEET L5.0 FOR DESIGN
AND DESCRIPTIONS.
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L10.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
451
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
GABILAN DRIVE
VETERANS PARK - INVENTORY L11.1
3 4 5 6 7 8 9 10 11 12 13
A
FRANK LEDESMA
ELEMENTARY
RECYCLED WATER PRODUCT SCHEDULE
SITE NOTES
1. PROJECT IS COMPLETED BY OTHERS, AND NOT PART OF INVENTORY.
2. SEE ATTACHMENT FOR VETERANS PARK IMPROVEMENT PLANS.
3. EQUIPMENT LIST IS RETROFITTING SITE AND SERVICE OF RECYCLED WATER.
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
452
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
MARKET STREET
JOE O. LEDESMA - POINT OF CONNECTION L12.0
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
LEGEND
C
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
453
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
MARKET STREET
POINT OF CONNECTION AREA
SEE SHEET L12.0 FOR DESIGN
AND DESCRIPTIONS.
JOE O. LEDESMA - INVENTORY L12.1
3 4 5 6 7 8 9 10 11 12 13
SITE SUMMARY
A
JOE O. LEDESMA PARK
0.62 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· TWO (1) DRINKING FOUNTAINS.·· NO PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· SHRUB VALVE ZONES:
··· EXISTING SHRUB AND GROUNDCOVER VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND REMOVED FROM SERVICE AND PERMANENTLY NON-OPERATIONAL. NO RECYCLED WATEREQUIPMENT TO BE INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE. ·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (X) TBD B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
454
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
MAIN STREET MIDDLE SCHOOL - POINT OF CONNECTION L13.0
MAIN STREET
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
LEGEND
C
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
455
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L13.2
L13.3
BENITO STREET
MAIN STREET MIDDLE SCHOOL - INVENTORY I L13.1
3 4 5 6 7 8 9 10 11 12 13
A
FOR CONTINUATION SEE SHEET
FOR CONTINUATION SEE SHEET
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (X) TBD B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
456
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L13.4
BENITO STREET
MAIN STREET MIDDLE SCHOOL - INVENTORY II L13.2
3 4 5 6 7 8 9 10 11 12 13
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L13.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
457
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
15' 60'
SCALE: 1"=30'
0' 30'
L13.4
L13.1
MAIN STREET
MAIN STREET MIDDLE SCHOOL - INVENTORY III L13.3
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L13.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
458
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
15' 60'
SCALE: 1"=30'
0' 30'
L13.2
MAIN STREET
MAIN STREET MIDDLE SCHOOL - INVENTORY IV L13.4
POINT OF CONNECTION AREA
SEE SHEET L13.0 FOR DESIGN
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L13.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
459
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
ALBERT BILL RAMUS - POINT OF CONNECTION L14.0
BACKFLOW PREVENTER DRINKING FOUNTAINPOINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
NEW RECYCLED WATER
WARNING SIGN
3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT 2 NO SCALE
IRRIGATION POINT OF CONNECTION
LEGEND
C POINT OF CONNECTION DESIGN SUMMARY
INFORMATION AND LAYOUT OF EXISTING IRRIGATION IS
BASED ON FIELD INVENTORY SITE VISITS COORDINATED
WITH CITY REPRESENTATIVES AND CONDUCTED BY
SIEGFRIED.
AS-BUILTS PROVIDED BY THE CITY, AND USED ASADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD CONFIRM ALL INFORMATION
PRIOR TO CONSTRUCTION.
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
460
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
20'
SCALE: 1"=20'
40'
ALBERT BILL RAMUS - INVENTORY L14.1
SOLEDAD STREET
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
3 4 5 6 7 8 9 10 11 12 13
4 4
2 2 3
1 X 1 2 3 X 4 X
SITE SUMMARY
ALBERT BILL RAMUS PARK A
0.41 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· NO PUBLIC BATHROOMS, AND DRINKING FOUNTAIN. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION. · GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· SHRUB VALVE ZONES:
··· EXISTING SHRUB AND GROUNDCOVER VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND REMOVED FROM SERVICE AND PERMANENTLY NON-OPERATIONAL. NO RECYCLED WATEREQUIPMENT TO BE INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE. ·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
TREE/ SHRUB ZONES
1. VALVES WITH (X) REPRESENT EXISTING BRASS ANTI-SIPHON TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF BRASS ANTI-SIPHON VALVES TO BE DISCONNECTED AND CAPPED - (3) THREE
EXISTING IRRIGATION PRODUCT LIST
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
461
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
NORTH STREET
CHESTER AAROE PARK (LITTLE LEAGUE) - POINT OF CONNECTION L15.0 WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATION
NEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGN
EXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINE
NEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINE
PIPE TO BE REMOVED
WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
LEGEND
C
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
462
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
ANDALUCIA DRIVE
NORTH STREET
TICINO STREET
POINT OF CONNECTION AREA
SEE SHEET L15.0 FOR DESIGN
AND DESCRIPTIONS.
CHESTER AAROE PARK (LITTLE LEAGUE) - INVENTORY L15.1
3 4 5 6 7 8 9 10 11 12 13
SITE SUMMARY
CHESTER AAROE PARK (LITTLE LEAGUE) PARK A
3.19 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· TWO (X) DRINKING FOUNTAINS.·· PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· SHRUB VALVE ZONES:
··· EXISTING SHRUB AND GROUNDCOVER VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND REMOVED FROM SERVICE AND PERMANENTLY NON-OPERATIONAL. NO RECYCLED WATEREQUIPMENT TO BE INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE. ·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (X) TBD B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
463
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
JESSE GALLARDO PARK - POINT OF CONNECTION L16.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATION
NEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGN
EXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINE
NEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINE
PIPE TO BE REMOVED
WM
GV
M
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
LEGEND
C
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
464
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
ANDALUCIA DRIVE
L16.2
JESSE GALLARDO PARK - INVENTORY I L16.1
3 4 5 6 7 8 9 10 11 12 13
SITE SUMMARY
JESSE GALLARDO PARK A
4.46 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· TWO (X) DRINKING FOUNTAINS.·· PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· SHRUB VALVE ZONES:
··· EXISTING SHRUB AND GROUNDCOVER VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND REMOVED FROM SERVICE AND PERMANENTLY NON-OPERATIONAL. NO RECYCLED WATEREQUIPMENT TO BE INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE. ·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (X) TBD
FOR CONTINUATION SEE SHEET
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
465
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L16.1
METZ ROAD
WALKER DRIVE
DIXI STREET
JESSE GALLARDO PARK - INVENTORY II L16.2
POINT OF CONNECTION AREA
SEE SHEET L16.0 FOR DESIGN
AND DESCRIPTIONS.
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L16.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
466
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
SAN VICENTE ELEMENTARY - POINT OF CONNECTION L17.0
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
DRINKING FOUNTAIN RESTROOM
METZ ROAD
2 3 4 5 6 7 8 9 10 11 12 13
A
EXISTING EQUIPMENT
NO SCALE
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
467
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L17.2
L17.3
CEDAR LANE
SAN VICENTE ELEMENTARY - INVENTORY I L17.1
3 4 5 6 7 8 9 10 11 12 13
A
FOR CONTINUATION SEE SHEET
TREE/ SHRUB ZONES
EXISTING PRODUCT SCHEDULE
1. VALVES WITH (X) REPRESENT EXISTING TREE AND SHRUB VALVES.
2. CONTRACTOR SHALL CUT AND CAP THE MAINLINE BEFORE THE VALVE AND ELIMINATE FROM SERVICE.
3. DISCONNECT CONTROLLER WIRES AT CONTROLLER.
4. NUMBER OF VALVES TO BE DISCONNECTED AND CAPPED - (X) TBD
FOR CONTINUATION SEE SHEET
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
468
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L17.4
ORCHARD LANE
SAN VICENTE ELEMENTARY - INVENTORY II L17.2
3 4 5 6 7 8 9 10 11 12 13
AB
D
E
F
FOR CONTINUATION SEE SHEET
SEE SHEET L17.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
469
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L17.4
L17.1
METZ ROAD
SAN VICENTE ELEMENTARY - INVENTORY III L17.3
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
A
FOR CONTINUATION SEE SHEET
B
D
E
F
SEE SHEET L17.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
470
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L17.2
METZ ROAD
ORCHARD LANE
SAN VICENTE ELEMENTARY - INVENTORY I V L17.4
POINT OF CONNECTION AREA
SEE SHEET L17.0 FOR DESIGN
AND DESCRIPTIONS.
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L17.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
C
471
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
ORCHARD LANE PARK - INVENTORY L18.1
3 4 5 6 7 8 9 10 11 12 13
SITE SUMMARY
ORCHARD LANE PARK
1.3 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PICNIC TABLES, AND BENCHES.·· TWO (2) DRINKING FOUNTAINS.·· NO PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
·· SHRUB VALVE ZONES:
··· EXISTING SHRUB AND GROUNDCOVER VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND REMOVED FROM SERVICE AND PERMANENTLY NON-OPERATIONAL. NO RECYCLED WATEREQUIPMENT TO BE INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE. ·· TREE VALVE ZONES:
··· EXISTING TREE VALVES TO BE CUT AND CAPPED BEFORE THE VALVE, AND ELIMINATED FROM SERVICE. NO RECYCLED WATER EQUIPMENT INSTALLED. LATERALS AND HEADS TO BE ABANDONED IN PLACE.
·· CONTROLLER:
··· ANY VALVES TAKEN OUT OF SERVICE AND CAPPED WILL ALSO HAVE THE CONTROLLER WIRES DISCONNECTED AT CONTROLLER.
··· CONTROLLER CLOCKS AND OPERATION SHALL BE RESCHEDULED BY CITY REPRESENTATIVE AND COORDINATED WITH CONTRACTOR.
A
SITE NOTES
1. PROJECT IS COMPLETED BY OTHERS, AND NOT PART OF INVENTORY.
2. SEE ATTACHMENT FOR ORCHARD LANE PARK IMPROVEMENT PLANS.
3. EQUIPMENT LIST IS RETROFITTING SITE AND SERVICE OF RECYCLED WATER.
RECYCLED WATER PRODUCT SCHEDULE
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
472
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
BACKFLOW PREVENTER
POINT OF CONNECTION CONTROLLER WATER METER
AURELIO N. RAMIREZ PARK - POINT OF CONNECTION L19.0
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
EXISTING
CONTROLLER
C
3 4 5 6 7 8 9 10 11 12 13
EXISTING EQUIPMENT 2 NO SCALE
IRRIGATION POINT OF CONNECTION
LEGEND
C
A
POINT OF CONNECTION DESIGN SUMMARY
INFORMATION AND LAYOUT OF EXISTING IRRIGATION IS
BASED ON FIELD INVENTORY SITE VISITS COORDINATED
WITH CITY REPRESENTATIVES AND CONDUCTED BY
SIEGFRIED.
AS-BUILTS PROVIDED BY THE CITY, AND USED ASADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD CONFIRM ALL INFORMATION
PRIOR TO CONSTRUCTION.
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
473
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
MUNRAS STREET
AURELIO N. RAMIREZ PARK - INVENTORY L19.1
POINT OF CONNECTION AREA
SEE SHEET L19.0 FOR DESIGN
AND DESCRIPTIONS.
NEW RECYCLED WATER
WARNING SIGN
NEW RECYCLED WATER
WARNING SIGN
3 4 5 6 7 8 9 10 11 12 13
6 5 7
8 4
9 3
2 1
6 5
7 4
3 8
9 2
1 SITE SUMMARY
A
AURELIO N. RAMIREZ PARK
1.22 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PLAYGROUND, PICNIC TABLES, AND BENCHES.·· NO PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION. · GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
EXISTING IRRIGATION PRODUCT LIST
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
C
474
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
BACKFLOW PREVENTER DRINKING FOUNTAIN
POINT OF CONNECTION CONTROLLER WATER METER
RESTROOM
VOSTI PARK- POINT OF CONNECTION L20.0
WM
GV
EXISTING CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTEREXISTING GATE VALVEEXISTING REMOTE CONTROL VALVEEXISTING QUICK COUPLEREXISTING DRINKING FOUNTAINEXISTING WATER MONITORING STATIONNEW WATER METERNEW BACKFLOW PREVENTERNEW GATE VALVENEW WARNING SIGNEXISTING POTABLE WATER MAINLINEEXISTING IRRIGATION MAINLINENEW RECYCLED WATER MAINLINENEW POTABLE WATER MAINLINEPIPE TO BE REMOVED WM
GV
M
EXISTING DRINKING
FOUNTAIN #1
EXISTING
CONTROLLER
EXISTINGRESTROOM
2 C
3 4 5 6 7 8 9 10 11 12 13
EXISTING EQUIPMENT
NO SCALE
LEGEND
C
A
POINT OF CONNECTION DESIGN SUMMARY
INFORMATION AND LAYOUT OF EXISTING IRRIGATION IS
BASED ON FIELD INVENTORY SITE VISITS COORDINATED
WITH CITY REPRESENTATIVES AND CONDUCTED BY
SIEGFRIED.
AS-BUILTS PROVIDED BY THE CITY, AND USED ASADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD CONFIRM ALL INFORMATION
PRIOR TO CONSTRUCTION.
B
D
E
F
EXISTING POINT OF CONNECTION SCHEDULE
G
3 4 5 6 7 8 9 10 11 12 13
C
475
GV
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L20.2
MONTEREY STREET
VOSTI PARK - INVENTORY I L20.1
NEW RECYCLED WATER
NEW RECYCLED WATER
WARNING SIGN NEW RECYCLED WATER WARNING SIGN
EXISTING DRINKING
3 4 5 6 7 8 9 10 11 12 13
1 2
5 4 3
9 10 6
11 7
12 8 13
14 15
16 19
SITE SUMMARY
VOSTI PARK
6.55 ACRE CITY PARK
CONSISTS OF:
· AMENITIES:
·· CONCRETE AND DG WALKWAYS, PLAYGROUND, SAND VOLLEYBALL, PICNIC TABLES, AND BENCHES.·· ONE DRINKING FOUNTAIN.·· PUBLIC BATHROOMS. · LANDSCAPE:
·· IRRIGATED AND MAINTAINED SOCCER FIELDS, AND OPEN SPACE NATURAL TURFGRASS LAWN.·· SHADE TREES IN LAWN AND BARK MULCH AREAS.·· NO SHRUB AREAS.·· SITE HAS ONE WATER POINT OF CONNECTION WHICH SERVICES BOTH THE LANDSCAPE IRRIGATION AND THE DRINKING FOUNTAINS, AND RESTROOM.
· GENERAL MODIFICATIONS TO BE DONE FOR RECYCLED WATER CONNECTION AND OPERATION. ·· ALL EQUIPMENT LABELING AND/OR INSTALLATION NECESSARY TO COMPLY WITH STATE AGENCY RECYCLED WATER STANDARDS.
A
·· TURF VALVE ZONES:
··· TURF VALVES AND HEADS TO REMAIN OPERATIONAL AND ALL EQUIPMENT MODIFIED ACCORDINGLY.
FOR CONTINUATION SEE SHEET
EXISTING IRRIGATION PRODUCT LIST
B
D
E
F
G
3 4 5 6 7 8 9 10 11 12 13
2 2
2 2
1 2
10 9 9 3
10 18
13 11
12 5
3 8
14 21
13 15 5 4
C
476
GV
DATE
CHECKED
DRAWN
DESIGNED
XXXXX (CAROLLO) 23264 (SEI)
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
JUNE 2024 OF XX
VERIFY SCALES
RPM
RJN
LANDSCAPE
CITY OF SOLEDAD
RECYCLED WATER CONVEYANCE PROJECT
PJS
30% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
L20.1
VOSTI PARK - INVENTORY II L20.2
14 15
16 19 17
20 18
21 26
25 27
24 23
22 30 28 29
3 4 5 6 7 8 9 10 11 12 13
FOR CONTINUATION SEE SHEET
AB
D
E
F
SEE SHEET L20.1 FOR IRRIGATION
PRODUCT LIST AND NOTES.
G
3 4 5 6 7 8 9 10 11 12 13
21 13 15 5 4
20 18
16 17
21 22
23 4
26 24
29 25
28 30
26 28
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478
Appendix C. Air Quality and Greenhouse Gas Impact Assessment 479
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480
QUALllY & NOISE CONSULTING
AI R QU AL IT Y &
GR E E N H O U S E GA S
I M P A C T
AS S ES SM E N T
F O R
RECYCLED WATER CONVEYANCE
PROJECT
SOLEDAD, CA
AUGUST 2024
PREPARED BY:
75 HIGUERA STREET, SUITE 105
SAN LUIS OBISPO, CA 93401
481
TABLE OF CONTENTS
Introduction..................................................................................................................................................................1 Background .............................................................................................................................................................1 Project Description ..................................................................................................................................................1 Air Quality .....................................................................................................................................................................7 Existing Setting..........................................................................................................................................................7 Regulatory Framework..........................................................................................................................................16 Regulatory Attainment Designations ..................................................................................................................19 Ambient Air Quality...............................................................................................................................................20 Sensitive Receptors ...............................................................................................................................................24 Project Impacts......................................................................................................................................................24 Greenhouse Gases and Climate Change..............................................................................................................30 Existing Setting........................................................................................................................................................30 Regional .................................................................................................................................................................31 Local .......................................................................................................................................................................33 Regulatory Framework..........................................................................................................................................34 Project Impacts......................................................................................................................................................40 References .................................................................................................................................................................44
LIST OF FIGURES
Figure 1. Existing Facilities ............................................................................................................................................2 Figure 2. Project Location ...........................................................................................................................................3 Figure 3. Project Components....................................................................................................................................5 Figure 4. California 2000-2021 GHG Inventory (2023 Edition) ...............................................................................32 Figure 5. California Black Carbon Emissions Inventory (Year 2013) .....................................................................33 Figure 6. Monterey County GHG Emissions Inventory by Sector 2019 (MTCO2e).................................................34
LIST OF TABLES
Table 1. Summary of Criteria Air Pollutants and Health Effects...............................................................................9 Table 2. Summary of National Ambient Air Quality Standards .............................................................................17 Table 3. NCCAB Attainment Status Designations...................................................................................................20 Table 4. Summary of Ambient Air Quality Monitoring Data1 .................................................................................21 Table 5. Air Quality Index Summary for Ozone & Related Health Effects ...........................................................22 Table 6. Air Quality Index Summary for Fine Particulate Matter & Related Health Effects.................................23 Table 7. Air Quality Index Annual Historical Summary for Monterey County.......................................................24 Table 8. Construction Emissions of Criteria Air Pollutants .......................................................................................27 Table 9. Global Warming Potential for GHGs .........................................................................................................31 Table 10. Amortized Construction GHG Emissions ..................................................................................................42 Table 11. Annual Operational GHG Emissions - Unmitigated................................................................................42
APPENDICES
Appendix A: Emissions Modeling
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LIST OF COMMON TERMS & ACRONYMS
AAM Annual Arithmetic Mean
AAQS Ambient air quality standards
ACM Asbestos containing material
AHERA Asbestos Hazard Emergency Response Act
AMBAG Association of Monterey Bay Area Governments
APNs Assessor’s Parcel Numbers
APS alternative planning strategy
AQI Air Quality Index
AQMP Air Quality Management Plan
ARB California Air Resources Board
BAAQMD Bay Area Air Quality Management District
BODR Basis of Design Report
BSC Building Standards Code
CAAQS California Ambient Air Quality Standards
CalEEMod California Emissions Estimator Model
CalEPA California Environmental Protection Agency
Carollo Carollo Engineers, Inc.
CBC California building code
CBSC California Building Standards Code
CCAA California Clean Air Act
CCAAP Community Climate Action and Adaptation Plan
CCR California Code of Regulations
CDCR California Department of Corrections and Rehabilitation CEQA California Environmental Quality Act
CEQA California Environmental Quality Act
CH4 Methane
City City of Soledad
CO Carbon Monoxide
CO2 Carbon Dioxide
CO2e Carbon Dioxide Equivalent
CO2e Carbon dioxide equivalent
CY cubic yards
DPM Diesel-Exhaust Particulate Matter or Diesel-Exhaust PM DRRP Diesel Risk Reduction Plan
DWR Department of Water Resources
EV electric vehicle
FCAA Federal Clean Air Act
FIP Federal Implementation Plan
GHG Greenhouse Gases
GWP Global warming potential
H2S Hydrogen Sulfide
HAP Hazardous Air Pollutant
HFCs Hydrofluorocarbons
HI Hazard index
Highway 101 U.S. 101
hp horsepower
kW kilowatts
LEA Local Education Agencies
LF linear feet
MBARD Monterey Bay Air Resources District
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MBUAPCD Monterey Bay Unified Air Pollution Control District MGD million gallons per day
MMT Million metric tons
MPOs Metropolitan Planning Organizations
MT Metric tons
N2O Nitrous Oxide
NAAQS National Ambient Air Quality Standards
NCCAB North Central Coast Air Basin
NESHAPs National Emission Standards for Hazardous Air Pollutants NHTSA National Highway Traffic Safety Administration
NO2 Nitrogen Dioxide
NOA Naturally-occurring asbestos
NOx Oxides of Nitrogen
O3 Ozone
OS Open Space Element
Pb Lead
PFCs Perfluorocarbons
PM Particulate Matter
PM10 Particulate Matter (10 μm or less)
PM2.5 Particulate Matter (2.5 μm or less)
ppb Parts per Billion
ppm Parts per Million
Project Recycled Water Conveyance Project
PVC Polyvinyl Chloride
ROG Reactive Organic Gases
ROW rights of way
SB 32 Senate Bill 32
SB 97 Senate Bill 97
SCS sustainable communities strategy
SF6 Sulfur hexafluoride
SIP State Implementation Plan
SLCPs Short-lived climate pollutants
SMAQMD Sacramento Metropolitan Air Quality Management District SO2 Sulfur Dioxide
SO42- Sulfates
SR 146 State Route 146
State California
SUSD Soledad Unified School District
TAC Toxic Air Contaminant
TCE temporary construction easements
TCSA Toxic Substances Control Act
TOG Total Organic Gases
U.S. EPA United States Environmental Protection Agency
UCDR Urban Community Drought Relief
UFP Ultrafine particles
VCM Vinyl Chloride
VMT vehicle miles traveled
VOC Volatile Organic Gases
WRF Water Reclamation Facility
μg/m3 Micrograms per cubic meter
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INTRODUCTION
This report provides an evaluation of potential air quality and greenhouse gas (GHG) impacts associated with the proposed Recycled Water Conveyance Project (Project). An overview of the existing environmental setting related to air quality and GHGs, including a summary of the existing regulatory framework has also been included. The analysis was prepared in accordance with the Monterey Bay Air Resources District (MBARD)-recommended guidance.
BACKGROUND
The City of Soledad (City) retained Carollo Engineers, Inc. (Carollo) to develop preliminary and final design documents for the Project. The Project is being funded by the Department of Water Resources (DWR) under the Urban Community Drought Relief (UCDR) Grant and is subjected to the terms and conditions set forth in the Grant Agreement between the State of California (State) DWR and the City (Agreement No. 4600015016, UCDR Grant). A Basis of Design Report (BODR) prepared by Carollo (May 2024) described existing site conditions, existing and proposed system components, design criteria, and technical and engineering decisions to be used for the preparation of the final design documents for the Project. The Project is intended to provide Title 22 recycled water from the City’s Water Reclamation Facility (WRF) to 20 schools and parks throughout the City and is part of a larger multi-phase City water conveyance project, consisting of the following phases:
Phase 1 (completed in 2010): Design and construction of a new 5.5 million gallons per day (MGD) water reclamation facility and approximately 10,200 linear feet (LF) of 8-inch diameter recycled water transmission pipeline.
Phase 2 (completed in 2018): Design and construction of approximately 3,800 LF of 12-inch diameter recycled water transmission pipeline to connect all the existing Phase 1 8-inch pipeline. Phase 3 (Project): Design and construction of a city-wide distribution system to irrigated landscaped areas within twenty City’s parks and schools. Details of the required facilities are provided below in Project description.
Phase 4 (Future): New transmission pipeline to provide recycled water to the California Department of Corrections and Rehabilitation (CDCR) facilities within an Incorporated City “Island” three (3) miles north of the City.
The existing facilities are shown in Figure 1. The pipeline constructed during Phases 1 and 2 is referred to as the transmission pipeline. The pipelines to be constructed within the City during Phase 3 are referred to as the distribution system.
The WRF is owned and operated by the City and treats wastewater from the City and CDCR facilities. It produces disinfected, tertiary treated effluent that meets Title 22, Division 4, Chapter 3, California Code of Regulations (CCR) for recycled water. It is operating around 2.45 MGD average daily flow and the effluent is currently being discharged to rapid infiltration basins adjacent to the WRF for aquifer recharge. The current discharge permit limits recharge to 4.3 MGD with the remaining 1.2 MGD of peak flow capacity designated for non-potable reuse.
PROJECT DESCRIPTION
PROJECT LOCATION
The Project is located within the City in Monterey County, as shown in Figure 2, and is subject to the requirements contained in the City’s 2005 General Plan. The City is in the process of updating the General Plan, anticipated for adoption in 2025, but the Project will comply with the adopted 2005 Air Quality & GHG Impact Assessment AMBIENT Air Quality & Noise Consulting Recycled Water Conveyance Project August 2024
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• • Existing 8-inch Transmission Line
- Existing 12-inch Transmission Line
1,000
Existing Facilities
2,000
Feet
Dato
5121/2024
Seale
DENISE DUFFY & ASSOOATES, INC.
Plann ing and EnvironmMtal Consulting
Figure
1 Figure 1. Existing Facilities
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Salinas
•
~Gonzales
Project Regional Location A r _-, Project Site (City of Soledad) 0 2,000 4,000
I ! Feet
Project Location
0.-.le
5121/202•
Scalo
I n • 17 fl
DENISE DUFFY & ASSOOATES, I C.
Plann ing and EnvironmN11al Consult,ng 2
Figure 2. Project Location
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General Plan that is currently in effect. The Project would provide recycled water from the City’s WRF, located at 34520 Morisoli Road (Assessor’s Parcel Numbers [APNs] 257-082-018, 257-082-020, and 257-082-021) to schools and parks throughout the City. The majority of proposed facilities are located within the City’s WRF property and in City rights of way (ROW) and would not require additional property. The City has a 20-footwide easement for the existing transmission main running from the WRF to Front Street, which is located within farmland. The existing easement would be reviewed during final design to determine if additional permanent and temporary easements are required. Regional access to the Project area is provided from U.S. 101 (Highway 101) and State Route 146 (SR 146). Local access to the Project area is provided by roadways throughout the City. Access to the WRF is provided via Morisoli Road to a one-half mile driveway connecting Morisoli Road to the WRF main gate.
The Project location is depicted in Figure 1. The Project site plan is depicted in Figure 2.
PROJECT
The Project consists of installing and operating infrastructure necessary to convey Title 22 recycled water from the City’s WRF to up to 20 parks and schools throughout the City. The Project includes construction of a pump station facility at the WRF, distribution piping system and appurtenances, new or converted irrigation systems, and cross connection prevention assemblies as well as construction management, environmental work, planning and design. The expansion would replace a minimum of 165 acre-feet (54 million gallons) per year of groundwater pumping with recycled water to offset the use of potable water to irrigate sports fields and reduce groundwater use.
The Project would provide recycled water to the following parks and schools in the City, which are currently irrigated with potable water and/or non-potable well water:
Lum Memorial Park
Peverini Park
Santa Barbara Park
San Antonio Park
Jack Franscioni Elementary
Toledo Park (under development)
Blas Santana Park
Soledad High School
Rose Ferrero Elementary
Frank Ledesma Elementary
Veterans Park
Joe O. Ledesma Park
Main Street Middle School
Albert Bill Ramus Park
Little League Park
Jesse Gallardo Park
San Vicente/Gabilan Elementary (one service connection) Orchard Lane Park
Aurelio N. Ramirez Park
Vosti Park
Key components of the Project are described in further detail below and are shown in Figure 3.
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Proposed Distribution Pipelines
• • • Exisling 8-inch Transmission Line
- Exlsling 12-inch Transmission Line
1,000 2,000
Feet
Proposed Project Components
0al0
Sl21/20Z4
Scalo
DENISE DUFFY & ASSOOATES, INC.
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Figure 3. Project Components
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Recycled water pump station at the City’s WRF.
Approximately 3,800 feet of a 12-inch diameter recycled water transmission pipeline from the WRF to Front Street. The pipeline diameter may be upsized to approximately 16 inches in diameter during final design.
Approximately 22,700 feet of recycled water distribution pipelines ranging from 4 to 8 inches in diameter.
Conversion or replacement of existing on-site irrigation systems to meet recycled water standards.
Recycled Water Pump Station
The pump station would be located at the City’s WRF, as shown in Figure 3. The pump station would draw recycled water from existing WRF facilities to supply the recycled water to the City’s parks and schools. The new pump station is proposed at the southeast corner of the sludge drying pond area west of the flocculation tanks. The pump station includes a below-ground wet well structure with vertical turbine pumps. The wet well feed pipe crosses several existing utilities and penetrates through one earthen berm. The discharge header penetrates one earthen berm, extends north at the access road, and continues toward a connection to the existing 12-inch recycled water transmission main. Pipe penetrations through earthen berms would be watertight and designed to maintain structural integrity of the berm.
Recycled Water Transmission Pipeline - WRF to Front Street The existing transmission pipeline is composed of 8-inch and 12-inch diameter pipes, as shown on Figure 3.
The existing 8-inch transmission pipeline from the WRF to Front Street, which runs through farmland, is undersized for the overall Project. A new 12-inch pipeline would be constructed parallel to the existing 8-inch pipeline as part of the Project. This would tie into the existing 12-inch transmission pipeline at the WRF on the south end and the existing 12-inch transmission pipeline on the north end before the railroad crossing.
Additional easements may be required for the transmission pipeline through farmland, which will be confirmed during final design. In addition, construction work restrictions may include a work window that reduces any impacts to farming operations.
Recycled Water Distribution Pipelines
The distribution system would be divided into two pipeline systems – to the northern and southern parts of the City. At the intersection of San Vicente Road and Front Street, the existing transmission main bifurcates with a pipeline continuing east along Front Street until it intersects West Street and terminates. At this location the distribution pipeline would connect to the existing transmission main to serve the City parks and schools located in the southern half of the City. The second segment of the existing transmission pipeline continues north along San Vicente Road then east and along Gabilan Drive until it intersects West Street and terminates. At this location, the distribution pipeline would tie into the existing transmission mains to serve the City parks and schools located in the northern half of the City.
PROJECT CONSTRUCTION
Project construction is proposed primarily on existing roadway ROWs and the WRF property. The proposed pipeline segment running from the WRF to Front Street would be constructed within an easement on existing farmland. Additional construction is proposed within temporary construction easements (TCEs) and on Soledad Unified School District (SUSD) properties.
Site Preparation
Site preparation would primarily involve initial grading and trenching for pipeline installation. Construction would involve open-trenching, which typically includes clearing and grading the ground surface along the pipeline alignments; excavating the trench; preparing and installing pipeline sections; installing vaults, air valves, blowoffs, and other pipeline components; backfilling the trench with non-expansive fills; restoring preconstruction contours; and revegetating or paving the pipeline alignments, as appropriate. Site preparation activities are anticipated to be completed within approximately 18 to 24 months.
Grading
The Project would disturb a total of approximately 189,320 square feet (4.35 acres) of previously disturbed land. A total of approximately 3,800 LF of 12-inch pipeline, 6,200 LF of 8-inch pipe, 5,620 of 6-inch pipe, and Air Quality & GHG Impact Assessment AMBIENT Air Quality & Noise Consulting Recycled Water Conveyance Project August 2024
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10,850 LF of 4-inch pipe would be constructed. Project construction would require approximately 31,400 cubic yards (CY) of cut and 31,100 CY of fill.
Schedule
Project construction is expected to last approximately 18-24 months. Construction would occur between the hours of 8:00 AM and 5:00 PM, Monday through Friday. No nighttime construction is proposed.
Equipment and Personnel
To complete Project construction, approximately 10 construction personnel would be present onsite at any given time. Additionally, the types of equipment that would be used during construction may include, but not be limited to, the following:
Excavator
Backhoe
Dump Truck
Delivery Truck
Water Truck
Crane
Access and Circulation
The Project site is within the City. Highway 101 and SR 146 provide regional access to the Project site, and local access is provided via local roadways throughout the City. Access to the WRF is provided via Morisoli Road. Daily lay-down areas would be located along pipeline alignments within existing roadway ROWs.
Longer-term equipment staging would be located at the WRF, off of Morisoli Road. Vehicle trips generated by construction of the Project have not yet been determined.
Tree Removal
Construction of the Project is not expected to require removal of any trees.
OPERATIONS AND MAINTENANCE
The City manages the current water system and would be responsible for operating and maintaining the new infrastructure for the recycled water system as part of ongoing operations and maintenance activities.
The Project would serve the identified existing parks and schools, and operation would not result in increased water use or changes in existing land use.
AIR QUALITY
EXISTING SETTING
The Project is located within the North Central Coast Air Basin (NCCAB) and within the jurisdiction of the MBARD. Air quality in a region is affected by its topography, meteorology, and climate. These factors are discussed in more detail in the following sections:
TOPOGRAPHY
The NCCAB encompasses Santa Cruz, San Benito, and Monterey counties. The NCCAB is generally bounded by the Diablo Range to the northeast, which together with the southern portion of the Santa Cruz Mountains forms the Santa Clara Valley which extends into the northeastern tip of the NCCAB. Further south, the Santa Clara Valley transitions into the San Benito Valley, which runs northwest-southeast and has the Gabilan Range as its western boundary. To the west of the Gabilan Range is the Salinas Valley which extends from Salinas at the northwest end to King City at the southeast end. The northwest portion of the NCCAB is dominated by the Santa Cruz Mountain.
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METEOROLOGY AND CLIMATE
The climate of the NCCAB is dominated by a semi-permanent high-pressure cell over the Pacific Ocean. In the summer, the dominant high-pressure cell results in persistent west and northwest winds across the majority of coastal California. As air descends in the Pacific high-pressure cell, a stable temperature inversion is formed. As temperatures increase, the warmer air aloft expands, forcing the coastal layer of air to move onshore producing a moderate sea breeze over the coastal plains and valleys. Temperature inversions inhibit vertical air movement and often result in increased transport of air pollutants to inland receptor areas.
Predominant wind flow during most times of the year is typically from the west to the east.
In the winter, when the high-pressure cell is weakest and farthest south, the inversion associated with the Pacific high-pressure cell is typically absent in the NCCAB. Air frequently flows in a southeasterly direction out of the Salinas and San Benito valleys in the NCCAB. The predominant offshore flow during this time of year tends to aid in pollutant dispersal producing relatively healthy to moderate air quality throughout the majority of the region. Conditions during this time are often characterized by afternoon and evening land breezes and occasional rainstorms. However, local inversions caused by the cooling of air close to the ground can form in some areas during the evening and early morning hours.
Winter daytime temperatures in the NCCAB typically average in the mid-50s during the day, with nighttime temperatures averaging in the low 40s. Summer daytime temperatures typically average in the 60s during the day, with nighttime temperatures averaging in the 50s. Precipitation varies within the region, but in general, annual rainfall is lowest in the coastal plains and inland valleys, higher in the foothills, and highest in the mountains.
CRITERIA AIR POLLUTANTS
For the protection of public health and welfare, the Federal Clean Air Act (FCAA) required that the United States Environmental Protection Agency (U.S. EPA) establish National Ambient Air Quality Standards (NAAQS) for various pollutants. These pollutants are referred to as "criteria" pollutants because the U.S. EPA publishes criteria documents to justify the choice of standards. These standards define the maximum amount of air pollutants that can be present in ambient air. An ambient air quality standard is generally specified as a concentration averaged over a specific time period, such as one hour, eight hours, 24 hours, or one year.
The different averaging times and concentrations are meant to protect against different exposure effects.
Standards established for the protection of human health are referred to as primary standards; whereas standards established for the prevention of environmental and property damage are called secondary standards. The FCAA allows states to adopt additional or more health-protective standards. The air quality regulatory framework and ambient air quality standards are discussed in greater detail later in this report.
The following provides a summary discussion of the primary and secondary criteria air pollutants of primary concern. In general, primary pollutants are directly emitted into the atmosphere, and secondary pollutants are formed by chemical reactions in the atmosphere. The health effects of common criteria air pollutants are also summarized in Table 1.
Ozone (O3) is a reactive gas consisting of three atoms of oxygen. In the troposphere, it is a product of the photochemical process involving the sun's energy. It is a secondary pollutant that is formed when NOX and volatile organic compounds (VOCs), also referred to as reactive organic gases (ROGs), react in the presence of sunlight. O3 at the earth's surface causes numerous adverse health effects and is a criteria pollutant. It is a major component of smog. In the stratosphere, O3 exists naturally and shields Earth from harmful incoming ultraviolet radiation.
High concentrations of ground-level O3 can adversely affect the human respiratory system and aggravate cardiovascular disease and many respiratory ailments. O3 also damages natural ecosystems such as forests and foothill communities, agricultural crops, and some man-made materials, such as rubber, paint, and plastics.
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Table 1. Summary of Criteria Air Pollutants and Health Effects Pollutant Major Man-Made Sources Human Health & Welfare Effects Ozone (O3) Formed by a chemical reaction
between volatile organic compounds
(VOCs) and nitrous oxides (NOx) in the
presence of sunlight. Motor vehicle
exhaust, industrial emissions, gasoline
storage and transport, solvents, paints
and landfills.
Irritates and causes inflammation of the
mucous membranes and lung airways;
causes wheezing, coughing, and pain
when inhaling deeply; decreases lung
capacity; aggravates lung and heart
problems. Damages plants; reduces
crop yield. Damages rubber, some
textiles, and dyes.
Particulate Matter (PM10 & PM2.5) Power plants, steel mills, chemical plants, unpaved roads
and parking lots, wood-burning stoves
and fireplaces, automobiles, and
others.
Can get deep into your lungs or even
enter your blood stream and cause
serious health problems; Increased
respiratory symptoms, such as irritation
of the airways, coughing, or difficulty
breathing; aggravated asthma;
development of chronic bronchitis;
irregular heartbeat; nonfatal heart
attacks; and premature death in
people with heart or lung disease.
Impairs visibility (haze).
Carbon Monoxide (CO) Formed when carbon in fuel is not
burned completely; a component of
motor vehicle exhaust.
Reduces the ability of blood to deliver
oxygen to vital tissues, affecting the
cardiovascular and nervous system.
Impairs vision, causes dizziness, and can
lead to unconsciousness or death.
Nitrogen Dioxide (NO2) Fuel combustion in motor vehicles and industrial sources. Motor vehicles;
electric utilities, and other sources that
burn fuel.
Respiratory irritant; aggravates lung and
heart problems. Precursor to ozone and
acid rain. Contributes to global
warming, and nutrient overloading
which deteriorates water quality.
Causes brown discoloration of the
atmosphere.
Sulfur Dioxide (SO2) Formed when fuel containing sulfur, such as coal and oil, is burned; when
gasoline is extracted from oil; or when
metal is extracted from ore. Examples
are petroleum refineries, cement
manufacturing, metal processing
facilities, locomotives, large ships, and
fuel combustion in diesel engines.
Respiratory irritant. Aggravates lung and
heart problems. In the presence of
moisture and oxygen, sulfur dioxide
converts to sulfuric acid which can
damage marble, iron, and steel;
damage crops and natural vegetation.
Impairs visibility. Precursor to acid rain.
Source: ARB 2024a
Reactive Organic Gas (ROG) is a reactive chemical gas, composed of hydrocarbon compounds that may contribute to the formation of smog by their involvement in atmospheric chemical reactions. No separate health standards exist for ROG as a group. Because some compounds that make up ROG are also toxic, like the carcinogen benzene, they are often evaluated as part of a toxic risk assessment. Total Organic Gases (TOGs) include all of the ROGs, in addition to low reactivity organic compounds like methane and acetone.
ROGs and VOCs are subsets of TOGs.
Volatile Organic Compounds (VOCs) are hydrocarbon compounds that exist in the ambient air. VOCs contribute to the formation of smog and may also be toxic. VOC emissions are a major precursor to the formation of ozone. VOCs often have an odor, and some examples include gasoline, alcohol, and the solvents used in paints.
Oxides of Nitrogen (NOX) are a family of gaseous nitrogen compounds and are a precursor to the formation of ozone and particulate matter. The major component of NOX, nitrogen dioxide (NO2), is a reddish-brown Air Quality & GHG Impact Assessment AMBIENT Air Quality & Noise Consulting Recycled Water Conveyance Project August 2024
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gas that is toxic at high concentrations. NOX results primarily from the combustion of fossil fuels under high temperatures and pressure. On-road and off-road motor vehicles and fuel combustion are the major sources of this air pollutant.
Particulate Matter (PM), also known as particle pollution, is a complex mixture of extremely small particles and liquid droplets. Particle pollution is made up of a number of components, including acids (such as nitrates and sulfates), organic chemicals, metals, and soil or dust particles. The size of particles is directly linked to their potential for causing health problems. U.S. EPA is concerned about particles that are 10 micrometers in diameter or smaller because those are the particles that generally pass through the throat and nose and enter the lungs. Once inhaled, these particles can affect the heart and lungs and cause serious health effects. U.S. EPA groups particle pollution into three categories based on their size and where they are deposited:
• Inhalable coarse particulate matter (PM10), such as those found near roadways and dusty industries, are between 2.5 and 10 micrometers in diameter. PM10 are deposited in the thoracic region of the lungs.
Fine particulate matter (PM2.5), such as those found in smoke and haze, are 2.5 micrometers in diameter and smaller. These particles can be directly emitted from sources such as forest fires, or they can form when gases emitted from power plants, industries, and automobiles react in the air. They penetrate deeply into the thoracic and alveolar regions of the lungs. Ultrafine particles (UFP) are very small particles less than 0.1 micrometers in diameter largely resulting from the combustion of fossil fuels, meat, wood, and other hydrocarbons. While UFP mass is a small portion of PM2.5, its high surface area, deep lung penetration, and transfer into the bloodstream can result in disproportionate health impacts relative to their mass.
PM10, PM2.5, and UFP include primary pollutants (emitted directly to the atmosphere) as well as secondary pollutants (formed in the atmosphere by chemical reactions among precursors). Generally speaking, PM2.5 and UFP are emitted by combustion sources like vehicles, power generation, industrial processes, and wood burning, while PM10 sources include these same sources plus roads and farming activities. Fugitive windblown dust and other area sources also represent a source of airborne dust.
Numerous scientific studies have linked both long- and short-term particle pollution exposure to a variety of health problems. Long-term exposures, such as those experienced by people living for many years in areas with high particle levels, have been associated with problems such as reduced lung function and the development of chronic bronchitis, and even premature death. Short-term exposures to particles (hours or days) can aggravate lung disease, causing asthma attacks and also acute (short-term) bronchitis, and may also increase susceptibility to respiratory infections. In people with heart disease, short-term exposures have been linked to heart attacks and arrhythmias. Healthy children and adults have not been reported to suffer serious effects from short term exposures, although they may experience temporary minor irritation when particle levels are elevated.
Carbon Monoxide (CO) is an odorless, colorless gas that is highly toxic. It is formed by the incomplete combustion of fuels and is emitted directly into the air (unlike ozone). The main source of CO is on-road motor vehicles. Other CO sources include other mobile sources, miscellaneous processes, and fuel combustion from stationary sources. Because of the local nature of CO problems, the California Air Resources Board (ARB) and U.S. EPA designate urban areas as CO nonattainment areas instead of the entire basin as with ozone and PM10. Motor vehicles are by far the largest source of CO emissions. Emissions from motor vehicles have been declining since 1985, despite increases in vehicle miles traveled, with the introduction of new automotive emission controls and fleet turnover.
Sulfur Dioxide (SO2) is a colorless, irritating gas with a "rotten egg" smell formed primarily by the combustion of sulfur-containing fossil fuels. However, like airborne NOX, suspended sulfur oxides (SOX) particles contribute to poor visibility. These SOX particles can also combine with other pollutants to form PM2.5. The prevalence of low-sulfur fuel use has minimized problems from this pollutant.
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Lead (Pb) is a metal that is a natural constituent of air, water, and the biosphere. Lead is neither created nor destroyed in the environment, so it essentially persists forever. The health effects of lead poisoning include loss of appetite, weakness, apathy, and miscarriage. Lead can also cause lesions of the neuromuscular system, circulatory system, brain, and gastrointestinal tract. Gasoline-powered automobile engines were a major source of airborne lead through the use of leaded fuels. The use of leaded fuel has been mostly phased out, with the result that ambient concentrations of lead have dropped dramatically.
Hydrogen Sulfide (H2S) is associated with geothermal activity, oil and gas production, refining, sewage treatment plants, and confined animal feeding operations. H2S is extremely hazardous in high concentrations; especially in enclosed spaces (800 ppm can cause death). OSHA regulates workplace exposure to H2S.
Other Pollutants
The State has established air quality standards for some pollutants not addressed by Federal standards. The ARB has established State standards for hydrogen sulfide, sulfates, vinyl chloride, and visibility reducing particles. The following section summarizes these pollutants and provides a description of the pollutants’ physical properties, health, and other effects, sources, and the extent of the problems.
Sulfates (SO42-) are the fully oxidized ionic form of sulfur. SO42- occurs in combination with metal and/or hydrogen ions. In California, emissions of sulfur compounds occur primarily from the combustion of petroleumderived fuels (e.g., gasoline and diesel fuel) that contain sulfur. This sulfur is oxidized to SO2 during the combustion process and subsequently converted to sulfate compounds in the atmosphere. The conversion of SO2 to SO42-takes place comparatively rapidly and completely in urban areas of California due to regional meteorological features.
The ARB sulfate standard is designed to prevent aggravation of respiratory symptoms. Effects of sulfate exposure at levels above the standard include a decrease in ventilatory function, aggravation of asthmatic symptoms, and an increased risk of cardiopulmonary disease. Sulfates are particularly effective in degrading visibility, and, since they are usually acidic, can harm ecosystems and damage materials and property.
Visibility Reducing Particles are a mixture of suspended PM consisting of dry solid fragments, solid cores with liquid coatings, and small droplets of liquid. The standard is intended to limit the frequency and severity of visibility impairment due to regional haze and is equivalent to a 10-mile nominal visual range.
Vinyl Chloride (VCM) is a colorless gas that does not occur naturally. It is formed when other substances such as trichloroethane, trichloroethylene, and tetrachloro-ethylene are broken down. VCM is used to make polyvinyl chloride (PVC) which is used to make a variety of plastic products, including pipes, wire and cable coatings, and packaging materials.
ODORS
Typically, odors are generally regarded as an annoyance rather than a health hazard. However, manifestations of a person’s reaction to foul odors can range from psychological (i.e. irritation, anger, or anxiety) to physiological, including circulatory and respiratory effects, nausea, vomiting, and headache.
The ability to detect odors varies considerably among the population and overall is quite subjective. Some individuals have the ability to smell very minute quantities of specific substances; others may not have the same sensitivity but may have sensitivities to odors of other substances. In addition, people may have different reactions to the same odor and in fact, an odor that is offensive to one person may be perfectly acceptable to another (e.g., fast food restaurant). It is important to also note that an unfamiliar odor is more easily detected and is more likely to cause complaints than a familiar one. This is because of the phenomenon known as odor fatigue, in which a person can become desensitized to almost any odor, and recognition only occurs with an alteration in the intensity.