seismic pressure distribution is based on the Mononobe-Okabe equation, utilizing a design acceleration of 0.351g. The 2019 CBC does not provide definitive guidance on determination of the design acceleration to be used in generating the seismic lateral earth pressure. In accordance with standard geotechnical practice, we have calculated the design acceleration as 2/3 of the PGAm. However, for combinations of high ground motion and steep slopes above the wall, the Mononobe-Okabe equation gives unrealistic high estimates of active earth pressures. Therefore, the seismic earth pressure for the sloping condition presented above was derived using a design acceleration equal to 50% of the PGAm.
PC8c: Planning Comment 8. c. A soils investigation conducted by a licensed soils engineer has determined the subject slope area to be stable and grading and development impacts mitigatable for at least 75 years, or life of structure.
SCG: Based on the results of the subsurface investigation presented in the referenced reports, the site is expected to be safe from any landslides. In addition, review of the Veterans Memorial Park Conceptual Grading Plan prepared by CivTEC indicates the existing slopes to possess inclination of less than 3h:1v (horizontal to vertical).
The proposed grading is also expected to produce cut and fill slopes with slope inclinations of less up to 2h:1v, which are considered to be grossly stable. Based on our evaluation, the areas of the proposed buildings are expected to be stable for the life of the structures.
Closure
We appreciate the opportunity to be of continued service on this project. If there are any questions concerning this matter, please contact our office at your convenience.
Respectfully Submitted,
SOUTHERN CALIFORNIA GEOTECHNICAL, INC.
Pablo Montes Jr.
Staff Engineer
Gregory K. Mitchell, GE 2364
Principal Engineer
Distribution: (1) Addressee
22885 Savi Ranch Parkway Suite E Yorba Linda California 92887 voice: (714) 685-1115 fax: (714) 685-1118 www.socalgeo.com February 4, 2022
RJM Design Group
31591 Camino Capistrano
San Juan Capistrano, California 92675
Attention: Mr. Eric Chastain, LLA, LEED AP
Principal Landscape Architect
Project No.: 19G109-5
Subject: Additional Soil Sampling and Laboratory Testing Proposed Veterans Memorial Park
Faraday Avenue at Whitman Way
Carlsbad, California
References: 1) Surficial Geologic Mapping, Proposed Veterans Memorial Park, Faraday Avenue at Whitman Way, Carlsbad, California, Prepared for RJM Design Group, by Southern California Geotechnical, Inc. (SCG), SCG Project No. 19G109-1, dated July 15, 2019.
2) Geotechnical Investigation, Proposed Veterans Memorial Park, Faraday Avenue at Whitman Way, Carlsbad, California, prepared for RJM Design Group, by Southern California Geotechnical, Inc. (SCG), SCG Project No. 19G109-2, dated August 7, 2020.
Mr. Chastain:
In accordance with your request, Southern California Geotechnical, Inc. (SCG) has performed additional soil sampling and laboratory testing at the subject site. The purpose of this testing was to verify the fines content of the near-surface soils as part of a WQMP requirement.
Site and Project Description
The overall site is located at the southeast corner of Whitman Way and Faraday Avenue in Carlsbad, California. The overall site is bounded to the west and south by Faraday Avenue and to the north by Whitman Way, vacant land, and existing single-family residential tracts. The general location of the site is illustrated on the Site Location Map, enclosed as Plate 1 of this report.
The subject site consists of the westernmost 48± acres of Veterans Memorial Park. Based on information from the client, the eastern portion of Veterans Memorial Park is an existing preserve.
The park is currently unimproved with dirt trails that are utilized for hiking and/or biking. This area of the park consists of gently sloping terrain with groundcover comprised of heavy native grass, weeds, shrubs with areas of dense large trees.
Topographic information was obtained from a plan provided by the client. Based on this plan, topography within the proposed development area consists of rolling hills. Site grades range from
Proposed Veterans Memorial Park – Carlsbad, CA
Project No. 19G109-5 Page 2 of 3
elevation 222± feet mean sea level (msl) in the east-central area to 44± feet msl in the northwestern area of the site.
Field Exploration
The subsurface exploration conducted for this project consisted of eight shallow borings advanced to depths of 1± foot below the existing site grades. The borings were advanced using manually operated hand auger equipment. All of the borings were logged during drilling by a member of our staff.
Representative bulk soil samples were taken during drilling from the auger cuttings and placed into plastic bags to retain their in-place moisture content.
The approximate locations of the borings are indicated on the Sample Location Plan, included as Plate 2 of this report.
Laboratory Testing
Grain Size Analysis
The percentage of fine-grained material within each sample was determined by washing the soil samples over a No. 200 sieve, in general accordance with ASTM D-422. The weight of the portion of the sample retained on the No. 200 sieve was recorded and the percentage finer than the No. 200 sieve was calculated. The results of these tests are presented below:
Sample No. Depth (ft) Percentage Fines
S-1 0 to 1 23
S-2 0 to 1 52
S-3 0 to 1 28
S-4 0 to 1 44
S-5 0 to 1 29
S-6 0 to 1 38
S-7 0 to 1 26
S-8 0 to 1 36
Proposed Veterans Memorial Park – Carlsbad, CA
Project No. 19G109-5 Page 3 of 3
Closure
We appreciate the opportunity to be of continued service on this project. If there are any questions concerning this matter, please contact our office at your convenience.
Respectfully Submitted,
SOUTHERN CALIFORNIA GEOTECHNICAL, INC.
Gregory K. Mitchell, GE 2364
Principal Engineer
Distribution: (1) Addressee
Enclosures: Plate 1: Site Location Map
Plate 2: Sample Location Plan
SITE
VETERANS MEMORIAL PARK
SCALE: 1" = 2000'
DRAWN: DRK
CHKD: GKM
SCG PROJECT
19G109-5
PLATE 1
SITE LOCATION MAP
CARLSBAD, CALIFORNIA
SOURCE: USGS TOPOGRAPHIC MAP OF THE
SAN LUIS REY QUADRANGLE, SAN DIEGO COUNTY,
CALIFORNIA, 2018
S-1
S-3
S-2
S-4
S-5
S-6
S-7
S-8
SCALE: 1" = 250'
DRAWN: DRK
CHKD: GKM
PLATE 2
SCG PROJECT
19G109-5
CARLSBAD, CALIFORNIA
VETERANS PARK
SAMPLE LOCATION PLAN
NO
R
T
H
So
C
a
l
G
e
o
APPROXIMATE SAMPLE LOCATION
GEOTECHNICAL LEGEND
22885 Savi Ranch Parkway Suite E Yorba Linda California 92887 voice: (714) 685-1115 fax: (714) 685-1118 www.socalgeo.com January 16, 2023
RJM Design Group
31591 Camino Capistrano
San Juan Capistrano, California 92675
Attention: Mr. Eric Chastain
Principal Landscape Architect
Project No.: 19G109-6
Subject: Updated Retaining Wall Design Recommendations
Proposed Veterans Memorial Park
Faraday Avenue at Whitman Way
Carlsbad, California
Reference: Geotechnical Investigation, Proposed Veterans Memorial Park, Faraday Avenue at Whitman Way, Carlsbad, California, prepared by Southern California Geotechnical, Inc. (SCG) for RJM Design Group, SCG Project No. 19G109-2, dated February 4, 2022.
Mr. Chastain:
In accordance with your request, this letter provides updated recommendations for the design and construction of the new retaining walls at the subject site. Based on the retaining wall plan provided to our office, several new retaining walls will be constructed throughout the site.
Site Conditions and Proposed Development
The overall site is located at the southeast corner of Whitman Way and Faraday Avenue in Carlsbad, California. The overall site is bounded to the west and south by Faraday Avenue and to the north by Whitman Way, vacant land, and existing single-family residential tracts. The subject site consists of the westernmost 48± acres of Veteran’s Memorial Park. The park is currently unimproved with dirt trails that are utilized for hiking and/or biking. This area of the park consists of gently sloping terrain with groundcover comprised of heavy native grass, weeds, shrubs with areas of dense large trees.
Topographic information was obtained from a plan provided by the client. Based on this plan, topography within the proposed development area consists of rolling hills. Site grades range from elevation 222± feet mean sea level (msl) in the east-central area to 44± feet msl in the northwestern area of the site.
Based on the retaining wall plan provided to our office, the proposed development will include new retaining walls located throughout the site. We have been requested to provide additional retaining wall recommendations for the proposed walls which will retain up to 12± feet.
Proposed Veterans Memorial Park – Carlsbad, CA
Project No. 19G109-6 Page 2
Seismic Design Parameters
The 2022 California Building Code (CBC) provides procedures for earthquake resistant structural design that include considerations for on-site soil conditions, occupancy, and the configuration of the structure including the structural system and height. The seismic design parameters presented below are based on the soil profile and the proximity of known faults with respect to the subject site. Based on the anticipated adoption of the 2022 California Building Code (CBC) on January 1, 2023, we expect that the proposed development will be designed in accordance with the 2022 CBC.
The 2022 CBC Seismic Design Parameters have been generated using the SEAOC/OSHPD Seismic Design Maps Tool, a web-based software application available at the website www.seismicmaps.org . This software application calculates seismic design parameters in accordance with several building code reference documents, including ASCE 7-16, upon which the 2022 CBC is based. The application utilizes a database of risk-targeted maximum considered earthquake (MCER) site accelerations at 0.01-degree intervals for each of the code documents.
The tables below were created using data obtained from the application. The output generated from this program is included as Plate E-1 in Appendix E of this report.
2022 CBC SEISMIC DESIGN PARAMETERS
Parameter Value
Mapped Spectral Acceleration at 0.2 sec Period SS 1.004 Mapped Spectral Acceleration at 1.0 sec Period S1 0.365 Site Class --- C
Site Modified Spectral Acceleration at 0.2 sec Period SMS 1.205 Site Modified Spectral Acceleration at 1.0 sec Period SM1 0.548 Design Spectral Acceleration at 0.2 sec Period SDS 0.803 Design Spectral Acceleration at 1.0 sec Period SD1 0.365 Setbacks
All footings should be setback from descending slopes a distance sufficient to provide at least 7 feet of lateral embedment from the base of the footing to the adjacent slope face. Walls more than 10 feet high should be set back at least 10 feet from descending slopes. All setbacks from descending slopes should also be in accordance with the 2022 CBC which requires a setback equal to at least H/3, not to exceed 40 feet.
Retaining Wall Design Parameters
The following parameters may be used in the design of new retaining walls for this site. The on- site soils generally consist of potentially expansive alluvium or colluvium. These materials are not considered suitable for use as retaining wall backfill. Therefore, it is recommended that imported very low to non-expansive soils be used for retaining wall backfill. Typically, silty sands are used for this purpose. Such materials are expected to possess an internal angle of
Proposed Veterans Memorial Park – Carlsbad, CA
Project No. 19G109-6 Page 3
friction of at least 30 degrees when compacted to at least 90 percent of the ASTM D-1557 maximum dry density.
If desired, SCG could provide design parameters for an alternative select backfill material behind the retaining walls. The use of select backfill material could result in lower lateral earth pressures.
In order to use the design parameters for the imported select fill, this material must be placed within the entire active failure wedge. This wedge is defined as extending from the heel of the retaining wall upwards at an angle of approximately 60° from horizontal. If select backfill material behind the retaining wall is desired, SCG should be contacted for supplementary recommendations.
RETAINING WALL DESIGN PARAMETERS
Design Parameter Soil Type
Imported Silty Sand
Internal Friction Angle () 30
Unit Weight 125 lbs/ft3
Equivalent
Fluid Pressure:
Active Condition
(level backfill) 42 lbs/ft3
Active Condition
(2h:1v backfill) 67 lbs/ft3
At-Rest Condition
(level backfill) 63 lbs/ft3
The walls should be designed using a soil-footing coefficient of friction of 0.25 and an equivalent passive pressure of 250 lbs/ft3. The structural engineer should incorporate appropriate factors of safety in the design of the retaining walls.
The active earth pressure may be used for the design of retaining walls that do not directly support structures or support soils that in turn support structures and which will be allowed to deflect. The at-rest earth pressure should be used for walls that will not be allowed to deflect such as those which will support foundation bearing soils, or which will support foundation loads directly.
Where retaining walls are located adjacent to descending slopes, the upper 2 feet of soil should be neglected when calculating passive resistance due to the potential for the material to become disturbed or degraded during the life of the structure.
When combining friction and passive resistance, the passive pressure component should be reduced by one-third. These values assume that footings will be poured directly against compacted, low expansive, structural fill. The maximum allowable passive pressure is 2500 lbs/ft2.
Retaining Wall Design Parameters (Biofiltration Basins) We understand that five (5) retaining walls will be located in Biofiltration Basins A, E, G1, G2, and H. These basins will not allow any infiltration. However, during times of rainfall the basins will retain water that will cause the soils within the basin to become saturated. As a result, the adjacent retaining walls will be subject to increased lateral earth pressures. It is recommended
Proposed Veterans Memorial Park – Carlsbad, CA
Project No. 19G109-6 Page 4
that where these basins are located within a 1H:1V projection from the base of a retaining wall, the section of the walls located below the high-water surface level should be designed for increased lateral earth pressures as follows:
RETAINING WALL DESIGN PARAMETERS FOR WALLS
LOCATED NEAR BIOFILTRATION BASINS
Design Parameter Soil Type
On-site Silty Clays
Internal Friction Angle () 26
Unit Weight 139 lbs/ft3
Equivalent
Fluid Pressure:
Active Condition
(level backfill) 54 lbs/ft3
Active Condition
(2h:1v backfill) 107 lbs/ft3
At-Rest Condition
(level backfill) 79 lbs/ft3
The section of these walls located above the high-water surface level may be designed using the parameters on page 3.
If additional retained soils are located below the depth of the biofiltration basin footing, they may be modeled using the parameters on page 3.
Seismic Lateral Earth Pressures
In accordance with the 2022 CBC, any retaining walls more than 6 feet in height must be designed for seismic lateral earth pressures. The recommended seismic pressure distribution is triangular in shape, assumed to occur at the top of the wall, decreasing to 0 at the base of the wall. For a level backfill condition behind the top of the wall, the seismic lateral earth pressure is 20H lbs/ft3, where H is the overall height of the wall. Where the ground surface above the wall consists of a 2h:1v sloping condition, the seismic lateral earth pressure is 50H lbs/ft3. The seismic pressure distribution is based on the Mononobe-Okabe equation, utilizing a design acceleration of 0.351g.
The 2022 CBC does not provide definitive guidance on determination of the design acceleration to be used in generating the seismic lateral earth pressure. In accordance with standard geotechnical practice, we have calculated the design acceleration as 2/3 of the PGAM. However, for combinations of high ground motion and steep slopes above the wall, the Mononobe-Okabe equation gives unrealistic high estimates of active earth pressures. Therefore, the seismic earth pressure for the sloping condition presented above was derived using a design acceleration equal to 50% of the PGAM.
Subsurface Drainage
As previously indicated, the retaining wall design parameters are based upon drained backfill conditions. Consequently, some form of permanent drainage system will be necessary in conjunction with the appropriate backfill material. Subsurface drainage may consist of either:
Proposed Veterans Memorial Park – Carlsbad, CA
Project No. 19G109-6 Page 5
• A weep hole drainage system typically consisting of a series of 2-inch diameter holes in the wall situated slightly above the ground surface elevation on the exposed side of the wall and at an approximate 10-foot on-center spacing. Alternatively, 4-inch diameter holes at an approximate 20-foot on-center spacing can be used for this type of drainage system.
In addition, the weep holes should include a 2 cubic foot pocket of open graded gravel, surrounded by an approved geotextile fabric, at each weep hole location.
• A 4-inch diameter perforated pipe surrounded by 2 cubic feet of gravel per linear foot of drain placed behind the wall, above the retaining wall footing. The gravel layer should be wrapped in a suitable geotextile fabric to reduce the potential for migration of fines. The footing drain should be extended to daylight or tied into a storm drainage system. The actual design of this type of system should be determined by the civil engineer to verify that the drainage system possesses the adequate capacity and slope for its intended use.
Plan Review
We recommend that our office be provided with be provided with copies of the grading plans, when they become available, for review with regard to the conclusions, recommendations, and assumptions contained within this report.
Closure
We sincerely appreciate the opportunity to be of service on this project. We look forward to providing additional consulting services during the course of the project. If we may be of further assistance in any manner, please contact our office.
Respectfully Submitted,
SOUTHERN CALIFORNIA GEOTECHNICAL, INC.
Oscar Sandoval
Staff Engineer
Gregory K. Mitchell, GE 2364
Principal Engineer
Distribution: (1) Addressee
Enclosures: Plate E-1 – 2022 CBC Seismic Design Parameters
PROPOSED VETERANS MEMORIAL PARK
DRAWN: OS
CHKD: GKM
SCG PROJECT
19G109-6
PLATE E-1
SEISMIC DESIGN PARAMETERS - 2022 CBC
CARLSBAD, CALIFORNIA
SOURCE: SEAOC/OSHPD Seismic Design Maps Tool
https://seismicmaps.org/ >
CASQA Traditional SWPPP Template August 2023
for the 2022 CGP
STORMWATER POLLUTION PREVENTION PLAN
for
Veterans Memorial Park
Project Location:
WDID: [Number]
RISK LEVEL: 2
Legally Responsible Person (LRP):
City of Carlsbad
1635 Faraday Avenue, Carlsbad CA, 92008
Eleida Felix Yackel
760-602-2767
Duly Authorized Representative (DAR):
[DAR if designated by LRP]
[Phone Number]
Project Address:
Faraday Ave, Carlsbad CA 92008
Site Operating Hours:
[List hours of operation]
Estimated Project Dates:
Start of Construction: 05/31/2025
Completion of Construction: 11/30/2026
CASQA Traditional SWPPP Template ii August 2023
for the 2022 CGP
SWPPP Prepared by:
Nasland Engineering
4740 Ruffner St, San Diego CA 92111
SWPPP Preparation Date:
3/20/2025
QSD Name and Signature:
Contact Information
Role Name Phone Number License or Certification
Number, if Applicable
Qualified SWPPP
Developer (QSD)
Qualified SWPPP
Practitioner (QSP)
Qualified SWPPP
Practitioner (QSP)
QSP Delegate
QSP Delegate
QSP Delegate
QSP Delegate
Index of Appendices
Appendix Title Page
A Site Maps and Drawings
71 B Permit Registration Documents 126
C SWPPP Amendment QSD Certifications 136
D Submitted Changes of Information 138
E Construction Schedule 140
F Construction Activities, Materials
Used, and Associated Pollutants
142
G CASQA Stormwater BMP Handbook:
Construction Fact Sheets
144
H BMP Inspection Form 341
I Training Forms 347
J Responsible Parties 350
CASQA Traditional SWPPP Template iii August 2023
for the 2022 CGP
K Contractors and Subcontractors 352
L Calculations 353
M Weather Reports 457
N Monitoring Records 458
O Example Storm Event Monitoring
Forms
459
P Field Meter Instructions 467
Q Supplemental Information 469
R Active Treatment System and
Passive Treatment Plans
471
S Construction General Permit 473
CASQA Traditional SWPPP Template iv August 2023
for the 2022 CGP
Table of Contents
Table of Contents ...................................................................................................iv Qualified SWPPP Developer ................................................................................ vii Amendment Log ................................................................................................. viii Section 1 SWPPP Requirements .................................................................. 1-1
1.1 Introduction ................................................................................................................... 1-1
1.2 Permit Registration Documents .................................................................................... 1-1
1.3 SWPPP Availability and Implementation ..................................................................... 1-2
1.4 SWPPP Amendments.................................................................................................... 1-2
1.5 Retention of Records .................................................................................................... 1-4
1.6 Reporting ...................................................................................................................... 1-4
1.7 Changes to Permit Coverage ......................................................................................... 1-5
1.8 Notice of Termination ................................................................................................... 1-6 Section 2 Project Information ...................................................................... 2-1
2.1 Project and Site Description ......................................................................................... 2-1
2.1.1 Site Description ........................................................................................................ 2-1
2.1.2 Existing Conditions .................................................................................................. 2-1
2.1.3 Existing Drainage..................................................................................................... 2-1
2.1.4 Geology and Groundwater ....................................................................................... 2-2
2.1.5 Project Description .................................................................................................. 2-2
2.1.6 Developed Condition ............................................................................................... 2-2
2.2 Permits and Governing Documents .............................................................................. 2-2
2.3 Stormwater Run-On from Offsite Areas ....................................................................... 2-3
2.4 Findings of the Construction Site Sediment and Receiving Water Risk Determination 2- 4 2.5 Construction Schedule .................................................................................................. 2-5
2.6 Potential Construction Activity and Pollutant Sources ................................................ 2-6
2.7 TMDL Requirements .................................................................................................... 2-6
2.8 Identification of Non-Stormwater Discharges ............................................................. 2-7
2.9 Required Site Map Information .................................................................................... 2-8 Section 3 Best Management Practices .......................................................... 3-1
3.1 Schedule for BMP Implementation .............................................................................. 3-1
3.2 Erosion and Sediment Control ..................................................................................... 3-3
3.2.1 Erosion Control ........................................................................................................ 3-3
3.2.2 Sediment Controls ................................................................................................... 3-6
CASQA Traditional SWPPP Template v August 2023
for the 2022 CGP
3.3 Non-Stormwater Controls and Waste and Materials Management ............................. 3-8
3.3.1 Non-Stormwater Controls ....................................................................................... 3-8
3.3.2 Materials Management and Waste Management ................................................... 3-11
3.4 TMDL-Related BMPs .................................................................................................. 3-14
3.5 Post Construction Stormwater Management Measures ............................................. 3-15 Section 4 BMP Inspection and Maintenance ................................................ 4-1
4.1 BMP Inspection and Maintenance ............................................................................... 4-1 Section 5 Training ........................................................................................ 5-1 Section 6 Responsible Parties and Operators............................................... 6-1
6.1 Responsible Parties ....................................................................................................... 6-1
6.2 Contractor List .............................................................................................................. 6-3 Section 7 Construction Site Monitoring Program ........................................ 7-1
7.1 Purpose ..................................................................................................................... 7-1
7.2 Applicability of Permit Requirements ...................................................................... 7-1
7.3. Weather and Precipitation Event Tracking .............................................................. 7-1
7.4 Monitoring Locations .............................................................................................. 7-2
7.5 Safety and Monitoring Exemptions ......................................................................... 7-2
7.6 Visual Monitoring .................................................................................................... 7-3
7.7 Water Quality Sampling and Analysis ..................................................................... 7-7
7.8 Active Treatment System Monitoring.....................................................................7-21
7.9 Passive Treatment Monitoring ...............................................................................7-21
7.10 Watershed Monitoring Option .............................................................................. 7-22
7.11 Quality Assurance and Quality Control ................................................................. 7-22
7.12 Records Retention ................................................................................................. 7-24 Section 8 References .................................................................................... 8-1
CASQA Traditional SWPPP Template vi August 2023
for the 2022 CGP
Appendices
Appendix A: Site Maps and Drawings
Appendix B: Permit Registration Documents
Appendix C: SWPPP Amendment QSD Certifications
Appendix D: Submitted Changes of Information
Appendix E: Construction Schedule
Appendix F: Construction Activities, Materials Used, and Associated Pollutants Appendix G: CASQA Stormwater BMP Handbook: Construction Fact Sheets Appendix H: BMP Inspection Form
Appendix I: Training Forms
Appendix J: Responsible Parties
Appendix K: Contractors and Subcontractors
Appendix L: Calculations
Appendix M: Weather Reports
Appendix N: Monitoring Records
Appendix O: Example Storm Event Monitoring Forms
Appendix P: Field Meter Instructions
Appendix Q: Supplemental Information
Appendix R: Active Treatment System and Passive Treatment Plans Appendix S: Construction General Permit
CASQA Traditional SWPPP Template vii August 2023
for the 2022 CGP
Qualified SWPPP Developer
Approval and Certification of the Stormwater Pollution Prevention Plan
Project Name: Veterans Memorial Park
Project Number/ID:
[if applicable]
“This Stormwater Pollution Prevention Plan and its appendices were prepared under my direction to meet the requirements of the California Construction Stormwater General Permit (Order No. 2022- 0057-DWQ). I certify that I am a Qualified SWPPP Developer in good standing as of the date signed below and will maintain up to date credentials for the duration of the project.”
QSD Signature Date
QSD Name QSD Certificate Number
Title and Affiliation Telephone Number
Email
CASQA Traditional SWPPP Template
for the 2022 CGP viii August 2023
Amendment Log
Project Name: Veterans Memorial Park
Project Number/ID:
[if applicable]
Amendment
No. Date Brief Description of Amendment
(include section and page number)
Prepared and
Approved By
Name:
QSD#
Name:
QSD#
Name:
QSD#
The SWPPP will be revised when:
There is a 2022 CGP violation (2022 CGP Section VI.Q.1); There is a reduction or increase in total disturbed acreage (2022 CGP Section III.F.2. and F.4);
BMPs are not effective and are not resulting in a reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges (2022 CGP Section VI.Q.1 and Attachment E Section III.C.5);
There is a change in the project duration that changes the project Risk Type (2022 CGP Section III.F.1);
Dischargers with projects where all construction activities (including passive treatment, active treatment systems, and/or active equipment) will be suspended for 30 days or more (2022 CGP Section III.G);
There is a change in construction or operations that may affect the discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm sewer system (MS4) (2022 CGP Sections IV.O. and VI.Q.1); or
When deemed necessary by the QSD. The QSD has determined that the changes listed in Table 1-1 can be field determined by the QSP. All other changes will be made by the QSD as formal amendments to the SWPPP. Note that the 2022 CGP requires that the QSD “revise the SWPPP to address potential problems identified by visual inspections, sampling data, comments from a QSP, or their own site observations (2022 CGP Section V.C.2.).
SWPPP Amendment QSD Certifications are located in Appendix C.
CASQA Traditional SWPPP Template 1-1 August 2023
for the 2022 CGP
Section 1 SWPPP Requirements
1.1 INTRODUCTION
This Stormwater Pollution Prevention Plan (SWPPP) is designed to comply with California’s General Permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities (2022 CGP), State Water Resources Control Board (State Water Board) Order No. 2022-0057-DWQ (NPDES No. CAS000002) (Appendix S). This SWPPP has been prepared following the 2022 CGP SWPPP Template for Traditional Projects provided in the California Stormwater Quality Association (CASQA) Stormwater Best Management Practice (BMP) Handbook: Construction (CASQA 2023).
This project is considered a traditional construction project.
In accordance with the 2022 CGP, Section IV.O, this SWPPP is designed to address the following:
Identification of all pollutants, their sources, and control mechanisms, including sources of sediment associated with all construction activities (e.g., sediment, paint, cement, stucco, cleaners, site erosion);
Pollutant source assessments, including a list of potential pollutant sources and identification of site areas where additional BMPs are necessary to reduce or prevent pollutants in stormwater and authorized non-stormwater discharges, per the minimum requirements when developing the pollutant source assessment; Description of site-specific BMPs implemented to reduce or eliminate stormwater pollution;
Where not otherwise required to be under a Regional Water Quality Control Board (Regional Water Board) permit, all non-stormwater discharges are identified and either eliminated, controlled, or treated;
Site BMPs are effective and result in the reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges from construction activity to the Best Available Technology/Best Control Technology (BAT/BCT) standard; and;
Stabilization BMPs are installed to reduce or eliminate pollutants after construction is completed are effective and maintained; and
Calculations and design details, as well as BMP controls, are complete and correct.
The Veterans Memorial Park project (Project, or Site) comprises approximately 93.7 acres, of which 36.5 will be disturbed. The Project is located at the corner of Faraday avenue and Whitman way in Carlsbad, California. The property is owned by the city of Carlsbad and is being developed by [developer]. The project’s location is shown on the Site Maps in Appendix A.
1.2 PERMIT REGISTRATION DOCUMENTS
Required Permit Registration Documents (PRDs) shall be submitted to the State Water Board via the Stormwater Multi Application and Report Tracking System (SMARTS) by the LRP or DAR. The project-specific PRDs include (2022 CGP Section III.A):
1. Notice of Intent (NOI);
CASQA Traditional SWPPP Template 1-2 August 2023
for the 2022 CGP
2. Risk Level Determination (Construction Site Sediment and Receiving Water Risk Determination);
3. Site Drawings and Map;
4. SWPPP;
5. Applicable plans, calculations, and other supporting documentation for compliance with the Phase I or Phase II municipal separate storm sewer system (MS4) post construction requirements or the post-construction standards of the 2022 CGP:
Attachment or web-source containing the applicable Phase I or Phase II MS4 post construction requirements;
The post construction plans and calculations submitted to or approved by the applicable Phase I or Phase II MS4; and/or
Post-construction water balance calculation;
6. Dischargers proposing an alternate K-factor or LS-factor must submit documentation to support the site-specific factors, if applicable;
7. Annual Fee per the current 23 California Code of Regulations Chapter 9 fee schedule for National Pollutant Discharge Elimination System (NPDES) stormwater permits; and
8. Signed Certification Statement (LRP Certification is provided electronically with SMARTS PRD submittal).
Site Maps can be found in Appendix A. A copy of the submitted PRDs shall also be kept in Appendix B along with the Waste Discharge Identification (WDID) confirmation.
1.3 SWPPP AVAILABILITY AND IMPLEMENTATION
The SWPPP will be available at the construction site during working hours list on the title sheet and Section 7.5, while construction is occurring and shall be made available upon request by a federal, state, or municipal inspector. A current copy of the site-specific SWPPP and any site inspection reports required by the 2022 CGP may be kept in electronic format at the site so long as the information requested by a federal, state, or municipal inspector can be made available during an inspection. Legible maps in hard copy must be available at the site (2022 CGP Section IV.O.1.).
The SWPPP must be implemented at the appropriate level to protect water quality at all times throughout the life of the project. The SWPPP must remain on the site during construction activities, commencing with the initial mobilization and ending with the termination of coverage under the 2022 CGP.
1.4 SWPPP AMENDMENTS
SWPPP changes or amendments will be uploaded through SMARTS within 30 calendar days.
The SWPPP will be revised when:
If there is a 2022 CGP violation (2022 CGP Section VI.Q.1); There is a reduction or increase in total disturbed acreage (2022 CGP Section III.F.2 and F.4.);
BMPs are not effective and are not resulting in a reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges (2022 CGP Section VI.Q.1 and Attachment D Section III.C.5);
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There is a change in the project duration that changes the project’s risk level (2022 CGP Section III.F.1); or
Dischargers with projects where all construction activities (including passive treatment, active treatment systems, and/or active equipment) will be suspended for 30 days or more (2022 CGP Section III.G.).
Additionally, the SWPPP will be amended when:
There is a change in construction or operations that may affect the discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm sewer system (MS4) (2022 CGP Sections IV.O. and VI.Q.1); or
When deemed necessary by the QSD. The QSD has determined that the changes listed in Table 1-1 can be field determined by the QSP. All other changes will be made by the QSD as formal amendments to the SWPPP. Note that the 2022 CGP requires that the QSD revise the SWPPP to address potential problems identified by visual inspections, sampling data, comments from a QSP, or their own site observations (2022 CGP Section V.C.2.).
The following items shall be included in each amendment:
Who requested the amendment;
The location of proposed change;
The reason for change;
The original BMP(s) proposed, if any;
The new BMP(s) proposed; and
QSD certification.
SWPPP amendments will be logged at the front of the SWPPP and SWPPP Amendment QSD certifications will be located in Appendix C. The SWPPP text will be revised, replaced and/or hand annotated as necessary to properly convey the amendment. SWPPP amendments must be made by a QSD. The following changes have been designated by the QSD as “to be field determined” and constitute minor changes that the QSP may implement based on field conditions.
Table 1-1 List of Changes to be Field Determined
Candidate changes for field location or
determination by QSP (1)
Check changes that can be field
located or field determined by
QSP
Increase quantity of an Erosion or Sediment
Control Measure X
Relocate/add stockpiles or stored materials X
Relocate or add toilets X
Relocate vehicle storage and/or fueling locations X
Relocate areas for waste storage X
Relocate water storage and/or water transfer
location X
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Table 1-1 List of Changes to be Field Determined
Candidate changes for field location or
determination by QSP (1)
Check changes that can be field
located or field determined by
QSP
Changes to access points (entrance/exits) X
Change type or location of Erosion or Sediment
Control Measure X
Minor changes to schedule or phases X
Changes in construction materials X
(1) Any field changes not identified for field location or field determination by the QSP must be made as an amendment by the QSD.
1.5 RETENTION OF RECORDS
Paper or electronic records of documents required by this SWPPP will be retained for a minimum of three years from the date generated or date submitted, whichever is later, for the following items:
SWPPP;
Visual monitoring reports;
Sampling equipment calibration records;
pH and turbidity sampling field sheets;
Analytical laboratory reports; and
These records will be available at the Site until construction is complete. Records assisting in the determination of compliance with the 2022 CGP will be made available within a reasonable time to the Regional Water Board, State Water Board, or U.S. Environmental Protection Agency (EPA) upon request. Requests by the Regional Water Board for retention of records for a period longer than three years will be adhered to.
1.6 REPORTING
Completed inspection checklists are not required to be submitted to the Regional Water Board.
However, completed inspection checklists will be kept with the SWPPP on-site or electronically.
The 2022 CGP requires that permittees prepare, certify, and electronically submit an Annual Report no later than September 1 of each year. Reporting requirements are identified in 2022 CGP Section VI.P. Annual reports will be filed in SMARTS and in accordance with information required by the online forms.
Planned changes in site construction activities that may result in non-compliance with the 2022 CGP are required to be provided in writing to the Regional Water Board and local stormwater agency in advance of the changes.
If a 2022 CGP discharge violation occurs, the QSP will immediately notify the LRP. The LRP will include information on the violation with the Annual Report. Corrective measures will be implemented immediately following identification of the discharge or written notice of non- compliance from the Regional Board. Discharges and corrective actions must be documented and include the following items:
The date, time, location, nature of operation, and type of unauthorized discharge;
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The cause or nature of the notice or order;
The BMPs deployed before the discharge event, or prior to receiving notice or order; and The date of deployment and type of BMPs deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent re-occurrence.
Results of (pH and turbidity, etc.) monitoring will be electronically submitted through SMARTS for all field sampling results within 30 days of the completion of the precipitation event or within 10 days if the field sampling results demonstrate the exceedance of the pH and/or turbidity NALs. See Section 7.7.2.7 for additional discussion of the reporting requirements.
Reporting requirements for pH and turbidity Receiving Water Monitoring Triggers are discussed in Section 7.7.2.7.
Results of non-visible pollutant monitoring and corrective actions will be electronically submitted within 30 days after obtaining analytical results or within 10 days if the analytical results demonstrate the exceedance of an applicable TMDL-related NAL or NEL or Basin Plan parameter. See Section 7.7.1.7 for additional discussion of the reporting requirements.
A NAL exceedance report will be prepared when requested, in writing, by the Regional Water Board.
In the event of a TMDL NEL exceedance, by the end of each reporting year the project will submit and certify, in SMARTS, documentation of the site assessment, SWPPP evaluation, and implementation of the corrective actions.
Results of monitoring (pH, turbidity, flowrate, volume discharged, and freeboard storage) will be electronically submitted monthly during the project. See the ATS Plan for additional discussion of the reporting requirements.
In the event of an ATS NEL exceedance results will be electronically certified and submitted to SMARTS within 24-hours of obtaining the results.
The Regional Water Board will be notified via email 24 hours prior to the beginning of a planned dewatering discharge.
In the event of an emergency dewatering, the Regional Water Board and applicable MS4 are to be notified within 24 hours of a discharge occurring. An emergency is defined as the need to protect human life and health or prevent severe property damage.
Results of (pH and turbidity, etc.) monitoring will be electronically submitted through SMARTS for all field sampling results within 30 days of the completion of the precipitation event or within 10 days if the field sampling results demonstrate the exceedance of the pH and/or turbidity NALs.
See Section 7.7.4.5 for additional discussion of the reporting requirements including contacts for Regional Water Board and MS4 notifications.
A Passive Treatment Plan will be submitted electronically 14 days before passive treatment chemicals are used on site. See the Passive Treatment Plan for additional discussion of the reporting requirements.
1.7 CHANGES TO PERMIT COVERAGE
The 2022 CGP allows for the reduction or increase of the total acreage covered under the 2022 CGP when: a portion of the project is complete and/or conditions for termination of coverage
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have been met; when ownership of a portion of the project is purchased by a different entity; or when new acreage is added to the project.
Modified PRDs will be filed electronically through a Change of Information (COI) within 30 days of a reduction or increase in total disturbed area if a change in permit-covered acreage is to be sought. The SWPPP will be modified appropriately and will be logged at the front of the SWPPP. SWPPP Amendments QSD Certifications will be located in Appendix C. COIs submitted electronically via SMARTS can be found in Appendix D.
1.8 NOTICE OF TERMINATION
A Notice of Termination (NOT) must be submitted electronically by the LRP or DAR via SMARTS to terminate coverage under the 2022 CGP.
According to the requirements of 2022 CGP Section III.H.4., the following final stabilization method will be used to satisfy final stabilization condition requirements:
70 percent final cover method supported by pre- and post-project photographs demonstrating stabilization.
The Regional Water Board will consider a construction site complete when the conditions of the 2022 CGP Section III.H., have been met.
The discharger is required to submit the following in SMARTS:
NOT SMARTS Form;
QSP-prepared final NOT inspection which includes the QSP name and valid QSP certificate number;
Final site map with photo orientation references;
Photos demonstrating final stabilization and the applicable post-construction BMPs and/or low impact development; and
A long-term maintenance plan for the post-construction stormwater runoff BMPs and/or low impact development features being implemented.
According to the 2022 CGP, the NOT will be automatically approved within 30 calendar days after the date the NOT was submitted, unless, within the 30 calendar days the Regional Water Board notifies the discharger through SMARTS that the Notice of Termination has been denied, returned, or accepted for review (2022 CGP Section III.H.7).
Note: If an Annual Report has not been filed in the current reporting year, an Annual Report will need to be submitted prior to the NOT.
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Section 2 Project Information
2.1 PROJECT AND SITE DESCRIPTION
2.1.1 Site Description
The Veterans Memorial Park project site is Risk Level 2 that comprises approximately 93.7 acres and is located at the corner of Faraday Ave and Whitman Way, in Carlsbad, California. The project site is located approximately 1.37 miles northeast of Interstate-5 in the Aviara area. The project site is located approximately 1 mile east of Agua Hedionda. The project is located at
33.13914 Lat/-117.307207 Long and is identified on the Site Map in Appendix A.
2.1.2 Existing Conditions
As of the initial date of this SWPPP, the project site is almost entirely undeveloped containing natural vegetation, some drainage structures, including headwall inlets and outlets as well as concrete v-ditches. Additionally there are a verity of dirt hiking trails spanning the site. Faraday Avenue borders the site to the south with Whitman way bordering to the west. The remainder of the site is surrounded by residential housing or undeveloped parcels. The project site has not been previously developed. Historic sources of contamination include: there are no known historic sources of contamination at the site.
2.1.3 Existing Drainage
The project site is heavily sloped from the east to the west and south. The elevation of the project site ranges from 45 to 225 feet above mean sea level (msl). Surface drainage at the site currently flows to the south and to the west, toward Faraday Avenue through inlet headwalls. Stormwater is conveyed through surface runoff until reaches Faraday Avenue. Existing site topography, drainage patterns, and stormwater conveyance systems are shown on Site Maps Drainage Basin Map HYD 1.1 in Appendix A.
The project discharges to the Agua Hedionda Creek. The water quality impairments (303 (d) list and TMDLs identified in the 2022 CGP Table H-1 for the receiving waters are identified in the Table 2-1.
Table 2-1 Applicable 303(d) List Impairments and TMDLs
Receiving Water Water Quality Impairment
303(d) list TMDL (2022 CGP Table
H-1)
Agua Hedionda Creek Benthic Community Effects,
Bifenthrin, Chlorpyrifos,
Cyfluthrin, Cyhalothrin,
Lambda, Cypermethrin,
Deltamethrin, Indicator
Bacteria, Malathion,
Manganese, Nitrogen,
Phosphorus, Pyrethroids,
Selenium, Total Dissolved
Solids, Toxicity, Turbidity
5A
Aqua Hedionda Lagoon Toxicity 5A
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[Additional compliance actions applicable to the project are discussed in more detail in Section 7.7.]
2.1.4 Geology and Groundwater
The site is underlain by a variety of sands and clay from ranges 0 feet to 50 feet, Per the Geotechnical Investigation prepared by Southern California Geotechnical, dated August 7, 2020.
Aluvium was found at ranges of 0’ to 6 feet below the surface elevations. Aluviums consisted of medium soft to soft silty clay (CL) and soft sandy silt (ML). Below the layer of Aluvium are several layers of Gray Brown clayed fine Sand with different ranges of water content as well as fine sands. Groundwater was found at 43 feet below the ground surface during exploratory borings.
2.1.5 Project Description
Project grading will occur on approximately 36.5 of the project, which comprises approximately 40 percent of the total area. The limits of grading are shown on Site Maps Drainage Basin Map HYD 1.2 in Appendix A. Grading will include both cut and fill activities, with the total graded material estimated to be 218,800 cubic yards. Approximately 0 cubic yards of fill material will be imported during grading activities. Graded materials are expected to be hauled away. Soil will be stockpiled per contractors requirements or to the west corner of the site as shown on Site Maps ESCP1 in Appendix A. Construction activities will not be phased.
2.1.6 Developed Condition
Post-construction surface drainage will be directed to the west and south as surface flow through stormwater conveyance systems and will discharge to bioretention basins for treatment before being released to the existing drainage path.
Post-construction drainage patterns and conveyance systems are presented on Site Maps Proposed condition, Drainage Basin Map HYD-1.2 in Appendix A.
Table 2-2 Construction Site Estimates
Construction site area 93.7 acres
Total area of disturbance 36.5 acres
Percent impervious before construction 0 %
Runoff coefficient before construction 0.35
Percent impervious after construction 12.8 %
Runoff coefficient after construction 0.43
2.2 PERMITS AND GOVERNING DOCUMENTS
In addition to the 2022 CGP, the following documents have been taken into account while preparing this SWPPP:
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Regional Water Board requirements
Basin Plan requirements
Contract Documents
Air Quality regulations and permits
Federal Endangered Species Act
National Historic Preservation Act/Requirements of the State Historic Preservation Office
State of California Endangered Species Act
Clean Water Act Section 401 Water Quality Certifications and 404 Permits CA Department of Fish and Game 1600 Streambed Alteration Agreement California Ocean Plan
State Water Board GeoTracker database (GeoTracker)
2.3 STORMWATER RUN-ON FROM OFFSITE AREAS
Run-on to the site is generated by parcels above the proposed site. Stormwater run-on will sheet flow into areas inside the parcel that are not being disturbed. The area above the site contributing to site run-on is undeveloped.
The stormwater runoff drainage area contributing to offsite run-on is estimated to be approximately 20.5 acres. The anticipated runoff coefficients are approximately 0.35. The anticipated off-site run-on to the project site is estimated to be 16.14 cubic feet per second; calculations are included in Appendix L prepared by CivTEC Civil Engineering Consultants dated October 9th 2023.
The 2022 CGP requires that temporary BMPs be implemented to direct offsite run-on away from disturbed areas through the use of runoff controls. The following BMPs will be implemented by contractor prior to major earthwork activities. These BMPs will direct flow away from areas of disturbance to ensure no mixing of stormwater runoff with areas being disturbed. These BMPs will be located in areas on the parcel not being disturbed and will carry flow to the existing storm drainage path along Faraday Avenue. The off-site drainage areas and associated stormwater conveyance facilities or BMPs are shown on Site Maps Proposed condition, Drainage Basin Map HYD-1.2 in Appendix A.
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2.4 FINDINGS OF THE CONSTRUCTION SITE SEDIMENT AND
RECEIVING WATER RISK DETERMINATION
A construction site risk assessment has been performed for the project and the resultant risk level is Risk Level 2.
The risk level was determined through the use of the R-value determined from EPA’s Rainfall Erosivity Factor Calculator for Small Construction Sites at: https://lew.epa.gov/ in accordance with the State Water Board Guidance for multi-year projects at:
https://www.waterboards.ca.gov/water_issues/programs/stormwater/smarts/construction/do cs/rfactor_guide.pdf, and K and LS provided in SMARTS. The risk level is based on project duration, location, proximity to impaired receiving waters, and soil conditions. A copy of the Risk Level determination submitted on SMARTS with the PRDs is included in Appendix B.
Table 2-3 and Table 2-4 summarize the sediment and receiving water risk factors and document the sources of information used to derive the factors.
Table 2-3 Summary of Sediment Risk
RUSLE
Factor Value Method for Establishing Value
R 32.19 EPA’s Rainfall Erosivity Factor Calculator
K 0.43 Provided in SMARTS
LS 2.5 Provided in SMARTS
Total Predicted Sediment Loss (tons/acre) 34.62
Overall Sediment Risk
Low Sediment Risk = 15 and = 75 tons/acre
☐ Low
☒ Medium
☐ High
Runoff from the project site discharges into the Agua Hedionda Creek that discharge into the Agua Hedionda Lagoon.
Table 2-4 Summary of Receiving Water Risk
Receiving Water
Name
303(d) Listed
for Sediment
Related
Pollutant (1)
TMDL for
Sediment Related
Pollutant (1)
Beneficial Uses of
COLD, SPAWN,
and MIGRATORY
(1)
Agua Hedionda Creek ☒ Yes ☐ No ☐ Yes ☒ No ☐ Yes ☒ No
Overall Receiving Water Risk ☐ Low
☒ High
(1) If yes is selected for any option the Receiving Water Risk is High
Risk Level 2 sites are subject to both the narrative effluent limitations and numeric action limitations (NALs). The narrative effluent limitations require stormwater discharges associated with construction activity to minimize or prevent pollutants in stormwater and authorized non-
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stormwater through the use of controls, structures and best management practices (BMPs).
Discharges from Risk Level 2 site are subject to NALs for pH and turbidity shown in Table 2-5.
This SWPPP has been prepared to address Risk Level 2 requirements (2022 CGP Attachment D).
Table 2-5 Numeric Action Levels and Numeric Effluent Limits Parameter Unit Numeric Action Level Numeric Effluent
Limit
pH pH units Lower NAL 8.5 Not Applicable
Turbidity NTU > 250 NTU Not Applicable
2.5 CONSTRUCTION SCHEDULE
The site sediment risk was determined based on construction taking place between 05/31/2025 and 11/30/2026. Modification or extension of the schedule (start and end dates) may affect risk determination and permit requirements. The LRP shall contact the QSD if the schedule changes during construction to address potential impact to the SWPPP. The estimated schedule for planned work can be found in Appendix E.
Significant land moving activities will be present throughout multiple phases of the project.
Erosion control measures will be present through all stages of the project to ensure that receiving waters are not contaminated from earth moving activities.
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2.6 POTENTIAL CONSTRUCTION ACTIVITY AND POLLUTANT
SOURCES
Appendix F includes a list of construction activities and associated materials that are anticipated to be used onsite as well as the pollutant source assessment form that was completed for the project. These activities and associated materials will or could potentially contribute pollutants, other than sediment, to stormwater runoff.
The anticipated activities and associated pollutants were used in Section 3 to select the BMPs for the project. Locations of anticipated pollutants and associated BMPs are shown on the Site Map in Appendix A.
Additionally, proper measures will be taken to ensure that trench spoils or any other soils disturbed during construction activities that are contaminated are not discharged with stormwater or non-stormwater discharges into storm drains or water bodies (except pursuant to a separate NPDES Permit). If contaminated soils are found on site, and the responsible party cannot be identified or fails to take action, soils will be sampled to determine proper handling and protect public safety. The appropriate local, State, and federal agencies along with the appropriate Regional Water Board will be notified when contaminated soils are observed.
For sampling requirements for non-visible pollutants associated with construction activity, please refer to Section 7.7.1. For a full and complete list of onsite pollutants, refer to the Safety Data Sheets (SDS), which are retained onsite at the construction trailer or are available electronically at the site.
2.7 TMDL REQUIREMENTS
Based on the project’s receiving water and the pollutant source assessment, the following TMDLs are applicable to the project (See 2022 CGP Attachment H).
Table 2-8 Project TMDLs
TMDL Applicable
Water Body/
Watershed
Pollutants Additional
TMDL-
Related NAL
or NEL
Compliance
Actions
5A Agua Hedionda
Creek
Benthic
Community
Effects
N/A N/A
5A Agua Hedionda
Creek
Bifenthrin N/A N/A
5A Agua Hedionda
Creek
Chlorpyrifos N/A N/A
5A Agua Hedionda
Creek
Cyfluthrin N/A N/A
5A Agua Hedionda
Creek
Cyhalothrin,
Lambda
N/A N/A
5A Agua Hedionda
Creek
Cypermethrin N/A N/A
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Table 2-8 Project TMDLs
TMDL Applicable
Water Body/
Watershed
Pollutants Additional
TMDL-
Related NAL
or NEL
Compliance
Actions
5A Agua Hedionda
Creek
Deltamethrin N/A N/A
5A Agua Hedionda
Creek
Indicator
Bacteria
N/A N/A
5A Agua Hedionda
Creek
Malathion N/A N/A
5A Agua Hedionda
Creek
Manganese N/A N/A
5A Agua Hedionda
Creek
Nitrogen N/A N/A
5A Agua Hedionda
Creek
Phosphorus N/A N/A
5A Agua Hedionda
Creek
Pyrethroids N/A N/A
5A Agua Hedionda
Creek
Selenium N/A N/A
5A Agua Hedionda
Creek
Total Dissolved
Solids
N/A N/A
5A Agua Hedionda
Creek
Toxicity N/A N/A
5A Agua Hedionda
Creek
Turbidity N/A N/A
5A Agua Hedionda
Lagoon
Toxicity N/A N/A
These TMDLs are also identified in Section 2.1.3. The applicable NALs and NELs are also identified in Section 2.4. BMP requirements related to TMDLs are discussed in Section 3.4.
Monitoring requirements related to TMDLs are discussed further in Section 7.7.
2.8 IDENTIFICATION OF NON-STORMWATER DISCHARGES
Non-stormwater discharges into storm drainage systems or waterways, which are not authorized under the 2022 CGP and listed in the SWPPP, or authorized under a separate NPDES permit, are prohibited.
Non-stormwater discharges that are authorized from this project site include the following:
NONE
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NONE
These authorized non-stormwater discharges will be managed with the stormwater and non- stormwater BMPs described in Section 3 of this SWPPP and will be minimized under the direction of the QSP. Additionally, the non-stormwater discharges not applicable to this project are still allowable granted they do not contact potential pollutant sources.
Activities at this site that may result in unauthorized non-stormwater discharges include:
NONE
NONE
Steps will be taken, including the implementation of appropriate BMPs, to ensure that unauthorized discharges are eliminated, controlled, disposed, or treated on-site.
Discharges of construction materials and wastes, such as fuel or paint, resulting from dumping, spills, or direct contact with rainwater or stormwater runoff, are also prohibited.
The following discharge(s) have been authorized by (a) regional NPDES permit(s):
NONE
2.9 REQUIRED SITE MAP INFORMATION
The construction project’s Site Map(s) showing the project location, surface water boundaries, geographic features, construction site perimeter and general topography, locations of storm drain inlets that receive runoff from the project, and other requirements identified in 2022 CGP Sections IV.O.2. k. and l are located in Appendix A. Table 2-9 identifies Maps or Sheet Nos. where required elements are illustrated.
Table 2-9 Required Map Information
Included on
Map/Plan
Sheet No. (1)
Required Element
Pre-Earthwork Drawings
Site Drawings Site and project boundaries
Site Drawings Areas disturbed during geotechnical or other preconstruction investigation work
Site Drawings Existing roads and trails
Site Drawings Drainage areas
Site Drawings Discharge locations
Site Drawings Existing storm drain system if applicable Site Drawings Proposed locations of storage areas for waste Site Drawings Proposed locations of construction materials Site Drawings Proposed locations of project staging areas
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Table 2-9 Required Map Information
Included on
Map/Plan
Sheet No. (1)
Required Element
Site Drawings Proposed locations of stockpiles
Site Drawings Proposed locations of vehicles, equipment staging and vehicle maintenance Site Drawings Proposed locations of loading/unloading materials Site Drawings Proposed locations of site access (entrance/exits) Site Drawings Proposed locations of fueling, water storage, water transfer for dust control Site Drawings Proposed locations of demolition
Site Drawings Proposed locations of other construction support activities Construction and Earthwork Drawing(s)
Site Drawings Site layout (grading plans) including roads Site Drawings Site and project boundaries
Site Drawings Drainage areas
Site Drawings Discharge locations
Site Drawings Sampling locations
Site Drawings Areas of soil disturbance (temporary or permanent) Site Drawings Proposed active areas of soil disturbance (cut or fill) Site Drawings Proposed locations of erosion control BMPs Site Drawings Proposed locations of sediment control BMPs Site Drawings Proposed locations of run-off BMPs
Site Drawings Temporary and/or permanent run-on conveyance (if applicable) Site Drawings Proposed locations of active treatment systems(s) (if applicable) Site Drawings Proposed locations of storage areas for waste Site Drawings Proposed locations of construction materials Site Drawings Proposed locations of project staging areas Site Drawings Proposed locations of stockpiles
Site Drawings Proposed locations of vehicles, equipment and vehicle maintenance Site Drawings Proposed locations of loading/unloading materials Site Drawings Proposed locations of site access (entrance/exits) Site Drawings Proposed locations of fueling, water storage, water transfer for dust control Site Drawings Proposed locations of demolition
Site Drawings Proposed locations of other construction support activities
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Table 2-9 Required Map Information
Included on
Map/Plan
Sheet No. (1)
Required Element
Site Drawings Site-specific procedures to implement final stabilization BMPs as soon as reasonably practicable
Notes: (1) Indicate maps or drawings that information is included on (e.g., Vicinity Map, Site Map, Drainage Plans, Grading Plans, Progress Maps.)
CASQA Traditional SWPPP Template 3-1 August 2023
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Section 3 Best Management Practices
3.1 SCHEDULE FOR BMP IMPLEMENTATION
BMPs will be implemented as per the schedule indicated in Table 3-1.
Table 3-1 BMP Implementation Schedule
BMP Location Implementation Duration
Er
o
s
i
o
n
Co
n
t
r
o
l
B
M
P
s
EC-1, Scheduling As required Prior to
Construction
Segment
Completion
EC-2, Preservation of
Existing Vegetation
Sitewide Start of
Construction
Segment
Completion
EC-4, Hydroseeding Sitewide Start of
construction
Project
completion
EC-5, Soil Binders
As required During
Preliminary
Grading
Project
completion
EC-7, Geotextiles and
Mats
As required During
Preliminary
Grading
Project
completion
EC-9, Drainage Swales
Determined by
contractors
During
Preliminary
grading
Project
completion
EC-10, Velocity
Dissipation Devices
Determined by
contractors
During
Preliminary
grading
Project
completion
EC-15, Soil
Preparation-
Roughening
Determined by
contractors
During
Preliminary
grading
Project
completion
Se
d
i
m
e
n
t
C
o
n
t
r
o
l
B
M
P
s
SE-1, Silt fence
Sitewide During
Preliminary
Grading
Project
Completion
SE-2, Sediment Basin
Stormwater outfall of
site
During
preliminary
grading
Project
completion
SE-4, Check Dams
Determined by
contractor
During
Preliminary
Grading
Project
completion
SE-5, Fiber Roll
Sitewide During
Preliminary
Grading
Project
Completion
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Table 3-1 BMP Implementation Schedule
BMP Location Implementation Duration
SE-6, Gravel Bag Berm
Determined by
contractor
During
Preliminary
Grading
Project
Completion
SE-7, Street Sweeping Faraday Ave, As
required As Required Project
Completion
SE-10, Storm Drain
Inlet Protection
Existing Storm Drain
inlets, Faraday Ave
During
Preliminary
Grading
Project
Completion
SE-12, Manufactured
Linear Sediment
Control
Determined by
contractor
During
Preliminary
Grading
Project
Completion
SE-14, Biofilter Bags
Determined by
contractor
During
preliminary
grading
Project
completion
Wi
n
d
Er
o
s
i
o
n
Co
n
t
r
o
l
BM
P
s
WE-1 Wind Erosion
Control
Perimeter of site
Start of
construction
Project
Completion
Tr
a
c
k
i
n
g
C
o
n
t
r
o
l
BM
P
s
TC-1, Temporary
Construction Entrance
Site Entrance During
Preliminary
Grading
Project
Completion
TC-2, Stabilized
Construction Roadway
Determined By
contractor
During
Preliminary
Grading
Project
Completion
TC-3, Entrance Outlet
Tire Wash
Determined By
contractor
During
Preliminary
Grading
Project
Completion
No
n
-
S
t
o
r
m
w
a
t
e
r
C
o
n
t
r
o
l
B
M
P
s
NS-1, Water
Conservation Practices
As Required Beginning of
project
Project
completion
NS-3, Paving and
Grading Operations
As Required Beginning of
project
Project
completion
NS-6, Illicit
connection/ discharge
As Required Beginning of
project
Project
completion
NS-7, Potable Water/
Irrigation
As Required Beginning of
project
Project
completion
NS-8, Vehicle and
Equipment Cleaning
Determined by
contractor
Beginning of
project
Project
completion
NS-9, Vehicle and
equipment Fueling
Determined by
contractor
Beginning of
project
Project
Completion
CASQA Traditional SWPPP Template 3-3 August 2023
for the 2022 CGP
Table 3-1 BMP Implementation Schedule
BMP Location Implementation Duration
NS-10, Vehicle and
equipment
Maintenance
Determined by
contractor Beginning of
project
Project
Completion
NS-12, Concrete Curing As Required Beginning of
project
Project
completion
NS-13, Concrete
Finishing
As Required Beginning of
project
Project
completion
Co
n
s
t
r
u
c
t
i
o
n
Ma
t
e
r
i
a
l
C
o
n
t
r
o
l
BM
P
s
WM-01, Material
Delivery and Storage
As Required Beginning of
project
Project
completion
WM-02, Material Use As Required Beginning of
project
Project
completion
WM-03, Stockpile
Management
Determined by
contractor Beginning of
project
Project
completion
Wa
s
t
e
M
a
n
a
g
e
m
e
n
t
C
o
n
t
r
o
l
BM
P
s
WM-04, Spill
prevention and Control
As Required Beginning of
project
Project
completion
WM-05, Solid Waste
Management
As Required Beginning of
project
Project
completion
WM-06, Hazardous
waste management
As Required Beginning of
project
Project
completion
WM-08, Concrete
Waste Management
As Required Beginning of
project
Project
completion
WM-09, Sanitary-
septic Waste
Management
As Required Beginning of
project
Project
completion
3.2 EROSION AND SEDIMENT CONTROL
Erosion and sediment controls are required by the 2022 CGP to provide effective reduction or elimination of sediment related pollutants in stormwater discharges and authorized non- stormwater discharges from the Site. Applicable BMPs are identified in this section for erosion control, sediment control, tracking control, and wind erosion control.
3.2.1 Erosion Control
Erosion control, also referred to as soil stabilization, consists of source control measures that are designed to prevent soil particles from detaching and becoming transported in stormwater runoff. Erosion control BMPs protect the soil surface by covering and/or binding soil particles.
This construction project will implement the following practices to provide effective temporary and final erosion control during construction:
CASQA Traditional SWPPP Template 3-4 August 2023
for the 2022 CGP
1. Preserve existing vegetation where required and when feasible.
2. The area of soil disturbing operations shall be controlled such that the Contractor is able to implement erosion control BMPs quickly and effectively.
3. Stabilize non-active areas within 14 days of cessation of construction activities or sooner if stipulated by local requirements.
4. Control erosion in concentrated flow paths by applying erosion control blankets, check dams, erosion control seeding, or alternate methods.
5. Prior to the completion of construction, apply permanent erosion control to remaining disturbed soil areas.
Sufficient erosion control materials shall be maintained onsite to allow implementation in conformance with this SWPPP.
The following erosion control BMP selection table, Table 3-2 indicates the BMPs that will be implemented to control erosion on the construction site. Fact Sheets for temporary erosion control BMPs are provided in Appendix G.
These temporary erosion control BMPs shall be implemented in conformance with the following guidelines and as outlined in the BMP Factsheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
CASQA Traditional SWPPP Template 3-5 August 2023
for the 2022 CGP
Table 3-2 Erosion Control BMPs
CASQA
Fact
Sheet
BMP Name
Considered
for the
Project (1)
BMP Used If not used, state reason and alternate BMP, if applicable YES NO
EC-1 Scheduling
EC-2 Preservation of Existing
Vegetation
EC-3 Hydraulic Mulch (2) EC-4 used in place of EC-3 EC-4 Hydroseed (2)
EC-5 Soil Binders (2) May be used at contractors discretion EC-6 Straw Mulch (2) EC-4 used in place of EC-6
EC-7 Geotextiles and Mats (2) May be used at contractors discretion EC-8 Wood Mulching (2) Other BMPs used in place
EC-9 Earth Dike and Drainage
Swales (3)
EC-10 Velocity Dissipation Devices (3)
EC-11 Slope Drains (3) Not anticipated to be required EC-12 Stream Bank Stabilization No streams present on site EC-14 Compost Blankets (2) EC-4 used in place of EC-14 EC-15 Soil Preparation-Roughening
EC-16 Non-Vegetated Stabilization (2) Not applicable WE-1 Wind Erosion Control
(1) The 2022 CGP Fact Sheet Section I.R.1.d.through I.R.1.i.describes various BMPs that should be considered for use on the construction site.
(2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements.
(3) All run-on and runoff from the construction site shall be managed for Risk Level 2 and 3 and Risk Level 1 if the evaluation of quantity and quality of run-on and runoff deems them necessary or visual inspections show that the site requires these controls. Run-on from offsite shall be directed away from all disturbed areas, diversion of offsite flows may require design/analysis by a licensed civil engineer and/or additional environmental permitting.
CASQA Traditional SWPPP Template
for the 2022 CGP 3-6 August 2023
Scheduling
Scheduled construction activities reduces the amount & duration of soil exposure.
Preservation of Existing Vegetation
Preserve existing vegetation to the maximum extent practicable.
Hydroseed
Hydroseed shall be utilized on graded soil to provide additional stabilization and erosion protection from water and wind.
Soil Binders
Soil binders may be utilized at contractors discretion.
Geotextiles and Mats
Geotextiles and Mats may be utilized at contractors discretion.
Earth Dike and Drainage Swales
Drainage swales shall be utilized to facilitate drainage from off-site areas and areas not being disturbed to the existing drainage path. Contractor shall ensure run-on does not co-mingle with on-site storm drainage
Velocity Dissipation Devices
May be utilized at contractors discretion. Ensure velocities of temporary drainage paths are properly dispersed.
Soil Preparation-Roughening
May be utilized at contractors discretion.
Wind Erosion Control
Wind Erosion Control measures shall be provided to prevent of alleviate dust generated by construction activities. Care will be taken to prevent over-watering, which may result in runoff or erosion.
3.2.2 Sediment Controls
Sediment controls are temporary or permanent structural measures that are intended to complement the selected erosion control measures and reduce sediment discharges from active construction areas. Sediment controls are designed to intercept and settle out soil particles that have been detached and transported by the force of water.
The following sediment control BMP selection table indicates the BMPs that will be implemented to control sediment on the construction site. Fact Sheets for temporary sediment control BMPs are provided in Appendix G.
These temporary sediment control BMPs will be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
CASQA Traditional SWPPP Template 3-7 August 2023
for the 2022 CGP
Table 3-3 Temporary Sediment Control BMPs
CASQA
Fact
Sheet
BMP Name
Considered
for the
Project (1)
BMP used
If not used, state reason and alternate
BMP, if applicable YES NO
SE-1 Silt Fence (2) (3)
SE-2 Sediment Basin
SE-3 Sediment Trap Sediment basins used instead
SE-4 Check Dams
SE-5 Fiber Rolls (2)(3)
SE-6 Gravel Bag Berm (3)
SE-7 Street Sweeping
SE-8 Sandbag Barrier Gravel bag used in place
SE-9 Straw Bale Barrier Gravel bag used in place
SE-10 Storm Drain Inlet Protection RL2&3
SE-11 ATS Not applicable
SE-12 Manufactured Linear Sediment
Controls
SE-13 Compost Sock and Berm (3) Not applicable
SE-14 Biofilter Bags (3)
NA Passive Treatment System Not applicable
TC-1 Stabilized Construction Entrance and
Exit
TC-2 Stabilized Construction Roadway
TC-3 Entrance Outlet Tire Wash
(1) The 2022 CGPs Fact Sheet Section I.R.1.d through I.R.1.i describes various BMPs that should be considered for use on the construction site.
(2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements.
(3) All run-on and runoff from the construction site shall be managed. Risk Level 2 and 3 shall provide linear sediment control along toe of slope, face of slope, and at the grade breaks of exposed slope.
CASQA Traditional SWPPP Template 3-8 August 2023
for the 2022 CGP
Silt Fence
Install Silt Fence in high sediment load areas as shown on the BMP Site Plan Sediment Basin
Sediment Basins will be installed to capture all site runoff in areas of land disturbance. Basins shall be located at lowest points of each basin above outfall location. Do not use biofiltration basin as temporary sediment basin.
Check Dams
Check dams may be utilized at the discretion of the contractor.
Fiber Rolls
Apply along slopes and at the edge of the construction fencing as needed.
Gravel Bag Berm
Use in conjunction with or in place of SE-5 and SE-10.
Street Sweeping
Street sweep paved surfaces just outside of all construction entrances or at any location outside of site where required.
Storm Drain Inlet Protection
Place around drain inlets on project site that have the potential to receive sediment run-on from construction.
Manufactured Linear Sediment Controls
Linear Sediment Controls may be utilized at the discretion of the contractor.
Biofilter Bags
Use in place of SE 6 and in conjunction with SE 10 at owners discretion.
Stabilized Construction Roadway
Stabilized Construction Roadway shall be used at any and all construction entrances to the site.
Entrance Outlet Tire Wash
To be used at owners discretion and as needed.
3.3 NON-STORMWATER CONTROLS AND WASTE AND MATERIALS
MANAGEMENT
3.3.1 Non-Stormwater Controls
Non-stormwater discharges into storm drainage systems or waterways which are not authorized under the 2022 CGP are prohibited. Non-stormwater discharges for which a separate NPDES permit is required by the local Regional Water Board are prohibited unless coverage under the separate NPDES permit has been obtained for the discharge. The selection of non-stormwater BMPs is based on the list of construction activities with a potential for non-stormwater discharges identified in Section 2.7 of this SWPPP.
The following non-stormwater control BMP selection table indicates the BMPs that will be implemented to control sediment on the construction site. Fact Sheets for temporary non- stormwater control BMPs are provided in Appendix G.
CASQA Traditional SWPPP Template 3-9 August 2023
for the 2022 CGP
Non-stormwater BMPs will be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
CASQA Traditional SWPPP Template 3-10 August 2023
for the 2022 CGP
Table 3-4 Temporary Non-Stormwater BMPs
CASQA
Fact Sheet BMP Name
Considered
for the
Project (1)
BMP used If not used, state reason and alternate
BMP, if applicable YES NO
NS-1 Water Conservation Practices
NS-2 Dewatering Operation Not applicable
NS-3 Paving and Grinding Operation
NS-4 Temporary Stream Crossing Not applicable
NS-5 Clear Water Diversion Not applicable
NS-6 Illicit Connection/Discharge
NS-7 Potable Water/Irrigation
NS-8 Vehicle and Equipment Cleaning
NS-9 Vehicle and Equipment Fueling
NS-10 Vehicle and Equipment Maintenance
NS-11 Pile Driving Operation Not applicable
NS-12 Concrete Curing
NS-13 Concrete Finishing
NS-14 Material and Equipment Use Over Water
NS-15 Demolition Removal Adjacent to Water
NS-16 Temporary Batch Plants
(1) The 2022 CGP Fact Sheet Section I.R.1.d through I.R.1.i describes various BMPs that should be considered for use on the construction site.
CASQA Traditional Project SWPPP Template
for the 2022 CGP 3-11 August 2023
Water Conservation Practices
Water use on site should be directed to sediment basins located on site.
Paving and Grinding Operation
Use proper operations while paving and grinding asphalt to control pollutants.
Illicit Connection/Discharge
Proper connections and discharge should be installed on site.
Potable Water/Irrigation
Water use should be implemented in order to ensure proper pollution control Vehicle and Equipment Cleaning
Wash equipment in designated contained areas only. Train employees on proper cleaning procedures. This is mandatory for all equipment involved with asphalt paving activities. Any vehicle and equipment cleaning shall be conducted to prevent pollution from entering any stormwater runoff
Vehicle and Equipment Fueling
Fuel equipment in designated contained areas only. Do not store fuel on site. Train employees on proper fueling procedures. Any Vehicle and Equipment Fueling shall be conducted to prevent pollution from entering any stormwater runoff.
Vehicle and Equipment Maintenance
If necessary, perform maintenance in designated contained areas only. Use in conjunction with NS-8 & NS-9. Locate maintenance areas a minimum of 50’ from downstream drainage facilities and watercourses. Any Vehicle and Equipment Maintenance shall be conducted to prevent pollution from entering any stormwater runoff
Concrete Curing
Use at all areas that require curing compound removal. Contractor shall ensure proper pollution control measures are in place to prevent any pollution from entering any stormwater runoff Concrete Finishing
Use at all areas that require final surface finish appearances. Contractor shall ensure proper pollution control measures are in place to prevent any pollution from entering any stormwater runoff
3.3.2 Materials Management and Waste Management
Materials management control practices consist of implementing procedural and structural BMPs for handling, storing, and using construction materials to prevent the release of those materials into stormwater discharges. The amount and type of construction materials to be utilized at the Site will depend upon the type of construction and the length of the construction period. The materials may be used continuously, such as fuel for vehicles and equipment, or the materials may be used for a discrete period, such as soil binders for temporary stabilization.
Waste management consist of implementing procedural and structural BMPs for handling, storing, and ensuring proper disposal of wastes to prevent the release of those wastes into stormwater discharges.
CASQA Traditional Project SWPPP Template
for the 2022 CGP 3-12 August 2023
Materials and waste management pollution control BMPs will be implemented to minimize stormwater contact with construction materials, wastes, and service areas; and to prevent materials and wastes from being discharged off-site. The primary mechanisms for stormwater contact that shall be addressed include:
Direct contact with precipitation
Contact with stormwater run-on and runoff
Wind dispersion of loose materials
Direct discharge to the storm drain system through spills or dumping Extended contact with some materials and wastes, such as asphalt cold mix and treated wood products, which can leach pollutants into stormwater.
A list of construction activities is provided in Section 2.6. The following Materials and Waste Management BMP selection table, Table 3-5, indicates the BMPs that shall be implemented to handle materials and control construction site wastes associated with these construction activities. Fact Sheets for Materials and Waste Management BMPs are provided in Appendix G.
Material management BMPs will be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
CASQA Traditional SWPPP Template 3-13 August 2023
for the 2022 CGP
Table 3-5 Temporary Materials Management BMPs
CASQA
Fact Sheet BMP Name Considered
for Project (1)
BMP used If not used, state reason and alternate BMP,
if applicable YES NO
WM-01 Material Delivery and
Storage
WM-02 Material Use
WM-03 Stockpile Management
WM-04 Spill Prevention and Control
WM-05 Solid Waste Management
WM-06 Hazardous Waste
Management
WM-07 Contaminated Soil
Management Not anticipated to be required
WM-08 Concrete Waste
Management
WM-09 Sanitary-Septic Waste
Management
WM-10 Liquid Waste Management Not anticipated to be required (1) The 2022 CGP Fact Sheet Section I.R.1.d through I.R.1.i describes various BMPs that should be considered for use on the construction site.
CASQA Traditional SWPPP Template 3-14 August 2023
for the 2022 CGP
Material Delivery and Storage
Train employees on the proper material delivery & storage Practices. Staging area should be used for stockpile of materials and to limit pollutants from entering stormwater discharge.
Material Use
Minimize hazardous material use on-site. Train employees in proper material use. Materials should be used in manner to safely prevent pollution from entering stormwater discharge.
Stockpile Management
During rainy season, stockpiles of soil & paving shall be covered with plastic & enclosed with fiber rolls. Materials should be stockpiled in a manner to prevent pollution from entering stormwater discharge.
Spill Prevention and Control
Train employees on proper spill cleanup procedures. Waste storage areas shall be kept clean & equipped with ample cleaning supplies. Spills of materials and waste should be properly treated to ensure no pollution will enter the sites stormwater runoff.
Solid Waste Management
Train employees to handle construction waste & litter properly, and dump legally. Solid waste should be properly disposed of to ensure no pollution will enter the site stormwater runoff.
Hazardous Waste Management
Train employees to handle hazardous waste properly, and dump legally. Any hazardous waste shall be properly disposed of to ensure no pollutants shall enter the site stormwater runoff.
Concrete Waste Management
Concrete washout areas will be implemented on-site in a designated contained area in conjunction with NS-12 and NS-13, proper waste management procedures should be used to ensure no pollution discharged into site stormwater runoff.
Sanitary-Septic Waste Management
Portable sanitary facility will be located away from drainage & traffic circulation. Monitor at least weekly for good working order
3.4 TMDL-RELATED BMPS
Bacteria TMDL BMPs:
o The QSP shall conduct training for construction site staff on routine housekeeping and sanitary waste management of identified sources of bacteria. o Structural BMPs designed for retention, infiltration, or diversion of stormwater shall be evaluated and implemented when the implemented minimum source control BMPs are inadequate to reduce bacteria loading to receiving waters.
Chloride and Salts TMDL BMPs:
o No additional BMPs are identified for this pollutant category in the 2022 CGP.
Diazinon TMDL BMPs:
o No additional BMPs are identified for this pollutant category in the 2022 CGP.
Nutrient TMDL BMPs:
CASQA Traditional SWPPP Template 3-15 August 2023
for the 2022 CGP
o No additional BMPs are identified for this pollutant category in the 2022 CGP.
Sediment TMDL BMPs:
o No additional BMPs are identified for this pollutant category in the 2022 CGP.
Temperature BMPs:
o No additional BMPs are identified for this pollutant category in the 2022 CGP.
Metals and Toxics TMDL BMPs:
o No additional BMPs are identified for this pollutant category in the 2022 CGP.
3.5 POST CONSTRUCTION STORMWATER MANAGEMENT MEASURES
Post construction BMPs are permanent measures installed during construction, designed to reduce or eliminate pollutant discharges from the site after construction is completed.
This site is subject to the post-construction requirements of an existing NPDES Phase I or Phase II MS4. ☐ Yes ☒ No
The post construction runoff reduction requirements have been satisfied through compliance with 2022 CGP Provision IV.N.3 and use of the SMARTS water balance calculator. The post construction requirements were uploaded as part of the PRDs as required by 2022 CGP Provision IV.N.2.
CASQA Traditional SWPPP Template 4-1 August 2023
for the 2022 CGP
Section 4 BMP Inspection and Maintenance
4.1 BMP INSPECTION AND MAINTENANCE
The 2022 CGP requires routine weekly inspections of BMPs, along with inspections before, during, and after qualifying precipitation events. A BMP inspection checklist must be filled out for inspections and maintained on-site with the SWPPP. The inspection checklist must include the necessary information covered in Section 7.6. A blank BMP Inspection Form can be found in Appendix H. Completed forms will be kept in Appendix N.
Maintenance, repair, or design and implementation of new BMPs alternatives will be begin withing 72 hours of the identification of failures or other shortcomings. Corrections will be completed as soon as possible, prior to the next forecasted precipitation event (2022 CGP Appendix D Section II.J).
The QSP will verify that all BMP maintenance and repairs were appropriately implemented during the next visual inspection following completion.
The QSP may delegate BMP maintenance and repair verification to an appropriately trained QSP Delegate.
Specific details for maintenance, inspection, and repair of Construction Site BMPs can be found in the BMP Factsheets in Appendix G.
CASQA Traditional SWPPP Template 5-1 August 2023
for the 2022 CGP
Section 5 Training
Appendix J identifies the QSPs and QSP Delegates for the project. To promote stormwater management awareness specific for this project, periodic training of job-site personnel will be included as part of routine project meetings (e.g., daily/weekly tailgate safety meetings), or task specific training as needed. Refresher training will be provided as necessary.
The QSP will be responsible for providing this information at the meetings, and subsequently completing the Training Reporting Form shown in Appendix I, which identify the site-specific stormwater topics covered as well as the names of site personnel who attended the meeting.
The QSP may delegate specific tasks to trained QSP Delegates who have received the following training based on the guidelines developed by the Construction General Permit Training Team.
1. Foundational training for all QSP Delegate(s) regarding stormwater compliance roles and responsibilities, forecast information, and documentation and reporting procedures; and
2. Site-specific training regarding visual inspections, sampling procedures, and/or SWPPP and BMP implementation activities relevant to the responsibilities assigned to the QSP Delegate(s).
The delegate cannot perform the QSD and QSP inspections required in Section V.C.4 or Section V.D.2, respectively.
Documentation of training activities will be retained in Appendix I.
CASQA Traditional SWPPP Template 6-1 August 2023
for the 2022 CGP
Section 6 Responsible Parties and Operators
6.1 RESPONSIBLE PARTIES
DAR(s) who are responsible for SWPPP implementation and have authority to sign permit- related documents [is/are] listed below. The DAR(s) assigned to this project [is/are]:
Name Title Phone Number
QSD(s) identified for the project are identified in Appendix J. The QSD will have primary responsibility for assessing how construction activities will affect sediment transport, erosion, and other discharges of pollutants in stormwater runoff throughout the project. The QSD is required to revise the SWPPP to address potential problems identified by visual inspections, sampling data, comments from a QSP, or their own site observations. The QSD is required to perform the following on-site visual inspections:
Within 30 days of construction activities commencing on site; Within 30 days when a new QSD is assigned to the project; Twice annually, once August through October and once January through March; Within 14 calendar days after a numeric action level exceedance; and Within the time period requested in writing from Regional Water Board staff.
QSPs and QSP Delegates identified for the project are identified in Appendix J. The QSP will have primary responsibility and significant authority for the implementation, maintenance, and inspection/monitoring of SWPPP requirements. The QSP will be available at all times throughout the duration of the project.
Duties of the QSP include but are not limited to:
Implementing all elements of the 2022 CGP and SWPPP, including, but not limited to:
o Performing the following on-site visual inspections:
One inspection per calendar month; other weekly inspections in the month can be delegated to a trained QSP Delegate under the specific direction of the QSP.
Within 72 hours prior to a forecasted qualifying precipitation event, to inspect any areas of concern and to verify the status of any deficient BMPs, or other identified issues at the site. If extended forecast precipitation data (greater than 72 hours) is available from the National Weather Service, then the Pre-Precipitation Event inspection may be done up to 120 hours in advance.
Within 14 days after a NAL exceedance, the QSP shall visually inspect the drainage area for exceedance and document any areas of concern. Prior to the submittal for the NOT or COI (for acreage changes) for all or part of the site.
o Ensuring that all BMPs are implemented, inspected, and properly maintained;
CASQA Traditional SWPPP Template 6-2 August 2023
for the 2022 CGP
o Ensure that the SMARTS generated WDID Number Notification form is posted on- site, in a location viewable by the public or readily available upon request, and the dates are correct and match the dates listed in SMARTS. Implementing non-stormwater management, and materials and waste management activities such as: monitoring discharges; general Site clean-up; vehicle and equipment cleaning, fueling and maintenance; spill control; ensuring that no materials other than stormwater are discharged in quantities which will have an adverse effect on receiving waters or storm drain systems, etc.;
Ensuring elimination of unauthorized discharges.
The QSPs shall be assigned authority by the LRP to mobilize crews in order to make immediate repairs to the control measures.
Coordinate with the Contractor(s) to assure the necessary corrections/repairs are made immediately and that the project complies with the SWPPP, the 2022 CGP, and approved plans at all times.
Notifying the LRP or Duly Authorized Representative immediately of off-site discharges or other non-compliance events.
Providing foundation and site-specific training to QSP Delegates and overseeing QSP Delegate work. Tasks that may be delegated to appropriately trained QSP-delegates include:
o Performing non-stormwater and stormwater visual observations and inspections; o Performing stormwater sampling and analysis, as required; and o Performing routine inspections and observations.
Table 6-1. QSP and QSP Delegate Authorized Inspections
We
e
k
l
y
B
M
P
an
d
N
S
W
Pr
e
-
Q
P
E
Da
i
l
y
-
QP
E
Vi
s
u
a
l
I
n
s
p
e
c
t
i
o
n
s
Po
s
t
-
QP
E
Vi
s
u
a
l
I
n
s
p
e
c
t
i
o
n
s
Po
s
t
N
A
L
Ex
c
e
e
d
a
n
c
e
s
Mo
n
t
h
l
y
BM
P
a
n
d
N
S
W
NO
T
QSP X X X X X X X
QSP
Delegate X X X
CASQA Traditional SWPPP Template 6-3 August 2023
for the 2022 CGP
6.2 CONTRACTOR LIST
Contractor Name:
Title:
Contractor Company:
Address
Phone Number:
Phone Number (24/7)
[Add additional rows, if
needed]
CASQA Traditional SWPPP Template 7-1 August 2023
for the 2022 CGP
Section 7 Construction Site Monitoring Program
7.1 Purpose
This Construction Site Monitoring Program was developed to address the following objectives:
1. To demonstrate that the site is in compliance with the Discharge Prohibitions [and Numeric Action Levels (NALs)];
2. To demonstrate that the site is in compliance with TMDL NALs and Numeric Effluent Limitations (NELs);
3. To determine whether non-visible pollutants discharged from the construction site and are causing or contributing to exceedances of water quality objectives;
4. To determine whether immediate corrective actions, additional BMP implementation, or SWPPP revisions are necessary to reduce pollutants in stormwater discharges and authorized non-stormwater discharges;
5. To determine whether BMPs included in the SWPPP are effective in preventing or reducing pollutants in stormwater discharges and authorized non-stormwater discharges.
7.2 Applicability of Permit Requirements
This project has been determined to be a Risk Level 2 project. The 2022 CGP identifies the following types of monitoring as being applicable for a Risk Level 2 project.
Risk Level 2
• Visual inspections of BMPs;
• Visual monitoring of the site related to qualifying precipitation events; • Visual monitoring of the site for non-stormwater discharges; • Sampling and analysis of construction site runoff for pH and turbidity; • Sampling and analysis of construction site runoff for non-visible pollutants [including TMDL pollutants] identified during the pollutant source assessments when applicable; and
• Sampling and analysis of construction site runoff as required by the Regional Water Board when applicable.
7.3. Weather and Precipitation Event Tracking
Visual monitoring and inspections requirements of the 2022 CGP are triggered by a Qualifying Precipitation Event. The 2022 CGP defines a Qualifying Precipitation Event as any weather pattern that is forecast to have a 50 percent or greater Probability of Precipitation (PoP) and a Quantitative Precipitation Forecast (QPF) of 0.5 inches or more within a 24-hour period. The event begins with the 24-hour period when 0.5 inches has been forecast and continues on subsequent 24-hour periods when 0.25 inches of precipitation or more is forecast.
7.3.1 Weather Tracking
The QSP should daily consult the National Oceanographic and Atmospheric Administration (NOAA) for the Forecast Weather Table Interface. These forecasts can be obtained at
CASQA Traditional SWPPP Template 7-2 August 2023
for the 2022 CGP
http://forecast.weather.gov . Weather reports should be printed and maintained with the SWPPP in Appendix M. Record the date and time the forecast was printed.
7.3.2 Rain Gauges
The QSP shall install rain gauge(s) on the project site. Locate the gauge in an open area away from obstructions such as trees or overhangs. Mount the gauge on a post at a height of 3 to 5 feet with the gauge extending several inches beyond the post. Make sure that the top of the gauge is level. Make sure the post is not in an area where rainwater can indirectly splash from sheds, equipment, trailers, etc.
The rain gauge(s) shall be read daily during normal site scheduled hours. The rain gauge should be read at approximately the same time every day and the date and time of each reading recorded. An example rain gauge log sheet is provided in Appendix O. Retain rain gauge readings in Appendix N. Follow the rain gauge instructions to obtain accurate measurements.
Once the rain gauge reading has been recorded, accumulated rain shall be emptied, and the gauge reset. If an automated rain gauge is used, refer to manufacturers instructions.
For comparison with the site rain gauge, the nearest appropriate governmental rain gauge(s) is located at the Agua Hedionda public non-motorized launch site per rain gauge CASD34
7.4 Monitoring Locations
Monitoring locations are shown on the Site Maps in Appendix A. Monitoring locations are described in the Sections 7.6 and 7.7.
Whenever changes in the construction site might affect the appropriateness of sampling locations, the sampling locations shall be revised accordingly. All such revisions shall be implemented as soon as feasible and the SWPPP amended. Temporary changes that result in a one-time additional sampling location do not require a SWPPP amendment.
7.5 Safety and Monitoring Exemptions
Safety practices for sample collection will be in accordance with contractors health and safety plan for the project. A summary of the safety requirements that apply to sampling personnel is provided below.
This project is not required to collect samples or conduct visual observations (inspections) under the following conditions (see Section III.B of the 2022 CGP):
During dangerous weather conditions such as electrical storms, flooding, and high winds above 40 miles per hour;
Outside of scheduled site operating hours; or
When the site is not accessible to personnel. Scheduled site business hours as listed in bid documents.
Scheduled site business hours are:
If monitoring (visual monitoring or sample collection) of the site is unsafe because of the dangerous conditions noted above, then the QSP shall document the conditions for why an exception to performing the monitoring was necessary. The exemption documentation will be filed in Appendix N and must be included in the Annual Report.
CASQA Traditional SWPPP Template 7-3 August 2023
for the 2022 CGP
7.6 Visual Monitoring
Per Section III.B.2. of Attachment D in the 2022 CGP, “For inactive projects, dischargers may reduce the visual inspection frequency and suspend sampling per Section III.G of the 2022 CGP.
Dischargers shall provide an explanation with supporting information for all missed visual inspections or sampling required by this Attachment, to be included in the Annual Report.” Visual monitoring includes observations and inspections. Inspections of BMPs are required to identify and record BMPs that need maintenance to operate effectively, that have failed, or that could fail to operate as intended. Visual observations of the site are required to observe storm water drainage areas to identify any spills, leaks, or uncontrolled pollutant sources.
Table 7-1 identifies the required frequency of visual observations and inspections. Inspections and observations will be conducted at the locations identified in Section 7.6.3.
Table 7-1 Summary of Visual Monitoring and Inspections
Type of Inspection Frequency
Routine Inspections1
BMP Inspections Weekly2
BMP Inspections – Tracking Control Daily (RL 2 only)
Non stormwater discharge observations Quarterly During Daylight hours Qualifying Precipitation Event Triggered Inspections
Site Inspections Prior to a Qualifying
Precipitation Event
Within 72 hours of a qualifying precipitation
event or up to 120 hours prior if supported
with forecast 2
BMP Inspections During an Extended
Qualifying Precipitation Event
Once every 24-hour period of a qualifying
precipitation event3
Site Inspections Following a Qualifying
Precipitation Event
Within 96 hours of a qualifying precipitation
event2
1 Inspections are required during scheduled site operating hours.
2.Most BMPs must be inspected weekly; those identified below must be inspected more frequently. 3 Inspections are required during scheduled site operating hours on days that the forecast predicts at least 0.25 inches of precipitation once the qualifying precipitation event commences.
7.6.1 Routine Observations and Inspections
Routine site inspections and visual monitoring are necessary to confirm that the project is in compliance with the requirements of the 2022 CGP.
7.6.1.1 Routine BMP Inspections
Inspections of BMPs are conducted to identify and record:
BMPs that are properly installed;
BMPs that need maintenance to operate effectively;
BMPs that have failed; or
BMPs that could fail to operate as intended.
CASQA Traditional SWPPP Template 7-4 August 2023
for the 2022 CGP
7.6.1.2 Non-Stormwater Discharge Observations
Each drainage area will be inspected for the presence of or indications of prior unauthorized and authorized non-stormwater discharges. Inspections will record:
Presence or evidence of any non-stormwater discharge (authorized or unauthorized); Identification and elimination of unauthorized non-stormwater discharges Pollutant characteristics (floating and suspended material, sheen, discoloration, turbidity, odor, etc.); and
Source of discharge.
7.6.2 Qualifying Precipitation Event Triggered Observations and Inspections
Visual observations of the site and inspections of BMPs are required prior to a qualifying precipitation event; following a qualifying precipitation event, and every 24-hour period during a qualifying precipitation event. Pre-Qualifying Precipitation Event inspections will be conducted after consulting NOAA and determining that a precipitation event with a 50 percent or greater PoP and a QPF of 0.5 inches or more precipitation within a 24-hour period has been predicted by the National Weather Service Forecast Office.
7.6.2.1 Visual Observations Prior to a Forecasted Qualifying Precipitation Event Within 72 hours prior to a qualifying precipitation event or up to 120 hours prior if extended forecast precipitation data is available, a stormwater visual monitoring site inspection will include observations of the following locations:
All stormwater drainage areas to identify leaks, spills, or uncontrolled pollutant sources and when necessary, implement appropriate corrective actions. All BMPs to identify whether they have been properly implemented per the SWPPP and implement appropriate corrective actions, as necessary. All stormwater storage and containment areas to detect leaks and check for available capacity to prevent overflow.
The QSP must conduct the inspection prior to the qualifying precipitation event. Consistent with the requirements for a qualifying precipitation event, pre-rain BMP inspections and visual monitoring will be triggered by a NOAA forecast that indicates a 50 percent or greater probability of 0.5 inches of precipitation or more in a 24-hour period in the project area.
7.6.2.2 BMP Inspections During a Qualifying Precipitation Event During an extended qualifying precipitation event BMP inspections will be conducted at least once every 24 hours. Qualifying precipitation events are extended for each subsequent 24- hour period forecast to have at least 0.25 inches of precipitation. The BMP inspections are to identify and record:
If BMPs were adequately designed, implemented and effective. BMPs that require repair or replacement due to damage. Additional BMPs that need to be implemented and revise the SWPPP accordingly.
If the construction site is not accessible during the rain event, the visual inspections shall be performed at all relevant outfalls, discharge points, downstream locations. The inspections should record any projected maintenance activities.
CASQA Traditional SWPPP Template 7-5 August 2023
for the 2022 CGP
7.6.2.3 Visual Observations Following a Qualifying Precipitation Event Within 96 hours following the end of a qualifying precipitation event a stormwater visual monitoring site inspection is required to observe:
If BMPs were adequately designed, implemented and effective. BMPs that require repair or replacement due to damage. Additional BMPs that need to be implemented and revise the SWPPP accordingly.
7.6.3 Visual Monitoring Procedures
Visual monitoring shall be conducted by the QSP or QSP Delegates.
The name(s) and contact number(s) of the QSPs or QSP Delegates assigned to conduct visual observations are listed below and their training qualifications are provided in Appendix J.
Assigned QSP: NAME OF INSPECTOR Contact phone: TELEPHONE NUMBER Assigned QSP Delegate: NAME OF INSPECTOR Contact phone: TELEPHONE NUMBER Assigned QSP Delegate: NAME OF INSPECTOR Contact phone: TELEPHONE NUMBER
Stormwater observations shall be documented on the Visual Inspection Field Log Sheet (see Appendix O). BMP inspections shall be documented on the site-specific BMP inspection checklist and include photographs of areas of concern along with the QSP’s description of the problem.
The QSP shall within (1) days of the inspection submit copies of the completed inspection report to City of Carlsbad.
The completed reports will be kept in Appendix N. Results of visual monitoring must be summarized and reported in the Annual Report.
7.6.4 Visual Monitoring Follow-Up and Reporting
Maintenance, repairs, and correction of deficiencies, including design changes to BMPs, identified by the observations or inspections, including required repairs or maintenance of BMPs, shall be initiated within 72 hours of identification and completed as soon as possible, prior to the next forecasted precipitation event.
When design changes to BMPs are required, the SWPPP shall be amended to reflect the changes.
Deficiencies identified in site inspection reports and correction of deficiencies will be tracked on the Inspection Field Log Sheet or BMP Inspection Report shall be kept in Appendix N. QSP Delegates shall report issues identified during inspections that require corrective action to the QSP within 24 hours of the observation.
The QSP shall within (7) days of the inspection submit copies of the completed Inspection Field Log Sheet or BMP Inspection Report with the corrective actions to City of Carlsbad.
Results of visual monitoring must be summarized and reported in the Annual Report.
7.6.5 Visual Monitoring Locations
The inspections and observations identified in Sections 7.6.1 and 7.6.2 will be conducted at the locations identified in this section.
BMP locations are shown on the Site Maps in Appendix A.
CASQA Traditional SWPPP Template 7-6 August 2023
for the 2022 CGP
There are 7 drainage area(s) on the project site and the contractor’s yard, staging areas, and storage areas. Drainage area(s) are shown on the Site Maps in Appendix A and Table 7-2 identifies each drainage area by location.
Table 7-2 Site Drainage Areas
Location
No. Location
1 Area A located on the northwest corner of the site.
2 Area B1 and B2 located in the proposed parking area to the west of the site. 3 Area C1 and C2 located in the center of the site stretching to the north of the site.
4 Area D located on the southwest side of the site.
5 Area E1, E2, E3, E4, E5 and E6. Large area located through the center of the site stretching along the east side of the site to the south. 6 Area F to the south of the site.
7 Area G to the Southeast of the site.
There are 5 stormwater storage or containment area(s) are on the project site from which stormwater will be dewatered. Stormwater storage or containment area(s) are shown on the Site Maps in Appendix A and Table 7-3 identifies each stormwater storage or containment area by location.
Table 7-3 Stormwater Storage and Containment Areas (Dewatering Locations)
Location
No.
Location
1 Basin 1 located on the northwest of the site. Basin receiving drainage from Area A
2 Basin 2 located on the west side of the site. Basin receiving drainage from Area B1 and B2
3 Basin 3 located on the southwest side of the site relatively in the middle.
Receiving drainage from Area C2.
4 Basin 4 located in the southern portion of the site. Basin receiving drainage from Area E3, E4, E5 and E6.
5 Basin 5 located on the Southeast of the site. Basin Receiving drainage from area F.
There are 7 discharge location(s) on the project site. Site stormwater discharge location(s) are shown on the Site Maps in Appendix A and Table 7-4 identifies each stormwater discharge location.
CASQA Traditional SWPPP Template 7-7 August 2023
for the 2022 CGP
Table 7-4 Site Stormwater Discharge Locations
Location
No. Location
1 Outlet A, located at the Northwest portion of the site on Faraday Ave 2 Outlet B, located at the West portion of the site, to the south of outlet A on Faraday Ave
3 Outlet C, located at the West portion of the site, to the south of outlet B on Faraday Ave
4 Outlet D, located on the southwest side of the site on Faraday Ave. 5 Outlet E, located on the south side of the site on Faraday Ave. 6 Outlet F, located on the south side of the site, east of outlet E on Faraday Ave.
7 Outlet G, located on the south side of the site, east of outlet F on Faraday Ave.
7.7 Water Quality Sampling and Analysis
7.7.1 Sampling and Analysis Plan for Non-Visible Pollutants in Stormwater Runoff Discharges
This Sampling and Analysis Plan for Non-Visible Pollutants describes the sampling and analysis strategy and schedule for monitoring non-visible pollutants in stormwater runoff discharges from the project site.
Sampling for non-visible pollutants, including those associated with TMDLs will be conducted when (1) a breach, leakage, malfunction, or spill is observed; and (2) the leak or spill has not been cleaned up prior to the rain event; and (3) there is the potential for discharge of non-visible pollutants to surface waters or drainage system.
Table 7-4 summarizes the potential non-visible pollutants identified in the pollutant source assessment Sections 2.6 and 2.7 and the water quality constituent or indicator for that pollutant.
Drainage areas where the source is present are shown on the Site Maps in Appendix A.
Table 7-5 Potential Non-Visible Pollutants and Water Quality Indicator Constituents Based on the Pollutant Source Assessment
Pollutant
Water Quality
Indicator or
Constituent
Source/Reason from
Pollutant Source
Assessment
TMDL
Pollutant
Site
Drainage
Area
N/A N/A N/A [Yes] [No] N/A
CASQA Traditional SWPPP Template 7-8 August 2023
for the 2022 CGP
The project has the potential to receive stormwater run-on from the following locations with the potential to contribute non-visible pollutants to stormwater discharges from the project.
Locations of such run-on to the project site are shown on the Site Maps in Appendix A.
Area C1, located to the northeast of area C2
Area E1, located to the east of area E3
Area E2, located to the east of area E1
7.7.1.1 Sampling Schedule
Samples for the potential non-visible pollutant(s) and a sufficiently large unaffected background sample shall be collected during the first eight hours of discharge from rain events that result in a sufficient discharge for sample collection. Samples shall be collected during the site’s scheduled hours and shall be collected regardless of the time of year and phase of the construction.
Collection of discharge samples for non-visible pollutant monitoring will be triggered only when any of the following conditions are observed during site inspections conducted prior to or during a rain event.
Materials or wastes containing potential non-visible pollutants are not stored under watertight conditions. Watertight conditions are defined as (1) storage in a watertight container, (2) storage under a watertight roof or within a building, or (3) protected by temporary cover and containment that prevents stormwater contact and runoff from the storage area.
Materials or wastes containing potential non-visible pollutants are stored under watertight conditions, but (1) a breach, malfunction, leakage, or spill is observed, (2) the leak or spill is not cleaned up prior to the rain event, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system. A construction activity, including but not limited to those in Section 2.6, with the potential to contribute non-visible pollutants (1) was occurring during or within 24 hours prior to the rain event, (2) BMPs were observed to be breached, malfunctioning, or improperly implemented, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.
Soil amendments that have the potential to change the chemical properties, engineering properties, or erosion resistance of the soil have been applied, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system. Stormwater runoff from an area contaminated by historical usage of the site has been observed to combine with stormwater runoff from the site, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.
7.7.1.2 Sampling Locations
Sampling locations are based on proximity to planned non-visible pollutant storage, occurrence or use, accessibility for sampling, and personnel safety. Planned non-visible pollutant sampling locations are shown on the Site Maps in Appendix A and include the locations identified in Table 7-6.
5 sampling location(s) on the project site and the contractor’s yard have been identified for the collection of samples of runoff from planned material and waste storage areas and areas where non-visible pollutant producing construction activities are planned.
CASQA Traditional SWPPP Template 7-9 August 2023
for the 2022 CGP
1 sampling location(s) has been identified for the collection of an uncontaminated sample of runoff as a background sample for comparison with the samples being analyzed for non-visible pollutants. This location(s) was selected such that the sample will not have come in contact with the operations, activities, or areas identified in Section 7.7.1 or with disturbed soils areas. 3 sampling locations have been identified for the collection of samples of run-on to the project site. Run-on from these locations has the potential to combine with discharges from the site being sampled for non-visible pollutants. These samples are intended to identify potential sources of non-visible pollutants that originate off the project site.
If a stormwater visual monitoring site inspection conducted prior to or during a storm event identifies the presence of a material storage, waste storage, operations area with spills, or the potential for the discharge of non-visible pollutants to surface waters or a storm drain system that is at a location not listed above and has not been identified on the Site Maps, sampling locations will be selected by the QSP using the same rationale as that used to identify planned locations. Non-visible pollutant sampling locations shall be documented by the QSP on the pre-rain event inspection form prior to a forecasted qualifying precipitation event and the Effluent Sampling Field Log Sheet, which are provided in Appendix O.
7.7.1.3 Monitoring Preparation
Non-visible pollutant samples will be collected by:
QSP ☒ Yes ☐ No
QSP Delegate ☒ Yes ☐ No
An adequate stock of monitoring supplies and equipment for monitoring non-visible pollutants will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. The QSP or QSP Delegates responsible for sampling will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, clean powder-free nitrile gloves, sample collection equipment, coolers, appropriate number and volume of sample bottles, identification labels, re-sealable storage bags, paper towels, personal rain gear, ice, and Effluent Sampling Field Log Sheets and Chain of Custody (CoC) forms, which are provided in Appendix O.
7.7.1.4 Analytical Constituents
Table 7-7 lists the specific sources and types of potential non-visible pollutants based on the project pollutant source assessment and the water quality indicator constituent(s) for that pollutant. Table 7-7 provides the specific analytical methods and reporting limits for the potential non-visible pollutants. Analytical methods were selected in compliance with U.S. EPA sufficiently sensitive method requirements in 40 Code of Federal Regulations Part 136, as evidenced by the method detection limit and minimum level.
7.7.1.5 Sample Collection
Samples of discharge shall be collected at the designated non-visible pollutant sampling locations identified in Table 7-6 and shown on the Site Maps in Appendix A or in the locations determined by observed breaches, malfunctions, leakages, spills, operational areas, soil amendment application areas, and historical site usage areas that triggered the sampling event.
CASQA Traditional SWPPP Template 7-10 August 2023
for the 2022 CGP
Grab samples shall be collected and preserved in accordance with the methods identified in the Table 7-7, “Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants” provided in Section 7.7.1.6. Only the QSP, or QSP Delegates trained on sample collection identified in Section 7.7.1.3 shall collect samples.
Sample collection and handling requirements are described in Section 7.7.7.
CASQA Traditional SWPPP Template
for the 2022 CGP 7-11 August 2023
Table 7-7 Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants Constituent Analytical
Method
Minimum
Sample
Volume
Sample
Containers
Sample
Preservation
Minimum
Level
Method
Detection
Limit
Maximum
Holding
Time
Notes: Analytical laboratories may use the term Reporting Level in lieu of Minimum Level
*To be filled out by contractor prior to construction.
CASQA Traditional SWPPP Template 7-12 August 2023
for the 2022 CGP
7.7.1.6 Sample Analysis
Samples shall be analyzed using the analytical methods identified in the Table 7-7.
Samples will be analyzed by:
Laboratory Name:
Street Address:
City, State Zip:
Telephone Number:
Point of Contact:
ELAP Certification
Number:
Samples will be delivered to the laboratory by:
Driven by QSP/QSP Delegate/Contractor ☐ Yes ☐ No
Picked up by Laboratory Courier ☐ Yes ☐ No
Shipped ☐ Yes ☐ No
7.7.1.7 Data Evaluation and Reporting
The QSP shall complete an evaluation of the water quality sample analytical results based on a comparison of the results to the unaffected sample [and to the TMDL NALs or NELs].
Runoff/downgradient results shall be compared with the associated upgradient/unaffected results and any associated run-on results. Should the runoff/downgradient sample show an increased level of the tested analyte relative to the unaffected background sample, which cannot be explained by run-on results, the BMPs, site conditions, and surrounding influences shall be assessed to determine the probable cause for the increase.
As determined by the site and data evaluation, appropriate BMPs shall be repaired or modified to mitigate discharges of non-visible pollutant concentrations. Any revisions to the BMPs shall be recorded as an amendment to the SWPPP.
Analytical results of non-visible pollutant monitoring shall be submitted to SMARTS within 30 days of obtaining the analytical results. Results demonstrating an exceedance of an applicable TMDL-related NAL or NEL or Basin Plan parameter shall be submitted to SMARTS within 30 days of obtaining the analytical results.
The 2022 CGP prohibits the storm water discharges that contain hazardous substances equal to or in excess of reportable quantities established in 40 C.F.R. §§ 117.3 and 302.4. The results of any non-stormwater discharge results that indicate the presence of a hazardous substance in excess of established reportable quantities shall be immediately reported to the Regional Water Board and other agencies as required by 40 C.F.R. §§ 117.3 and 302.4.
The QSP shall compare the runoff sample results to the applicable TMDL to determine whether the TMDL have been exceeded, see Table 7-8.
CASQA Traditional SWPPP Template 7-13 August 2023
for the 2022 CGP
Table 7-8 TMDL NAL and NEL Exceedances
Standard Exceedance Evaluation
TMDL NAL An exceedance occurs on the second, and each subsequent, analytical result for samples taken from any and all discharge location(s) within the same drainage area, during the same reporting year and taken in accordance with Attachment D Section III.D.3, that is above the concentration set forth in an applicable NAL.
TMDL NEL An exceedance occurs on the second, and each subsequent, analytical result for samples taken from any and all discharge location(s) within the same drainage area, during the same reporting year and taken in accordance with Attachment D Section III.D.3, that is above the concentration set forth in an applicable NEL.
In the event that the TMDL is exceeded, the QSP shall immediately notify [Name of Owners Representative] and investigate the cause of the exceedance and identify corrective actions.
The LRP or DAR shall electronically report all analytical results to the State Water Board by the through SMARTS within 30 days of receiving the results. Exceedances of shall be electronically reported to the State Water Board by the LRP or DAR through SMARTS within 10 days of receiving the results.
If requested by the Regional Water Board in writing, a TMDL NAL Exceedance report will be submitted within 30 days of the request. The TMDL NAL Exceedance Report must contain the following information:
Analytical method(s), method reporting unit(s), and Method Detection Limit(s) of each parameter;
Date, place, time of sampling, visual observation, and/or measurements, including precipitation; and
Description of the current BMPs associated with the sample that exceeded the TMDL NAL, a description of each corrective action taken including photographs, and date of implementation.
In the event of a TMDL NEL exceedance, by the end of each reporting year, project shall implement the following water quality based corrective actions:
Conducting a site assessment to identify pollutant source(s) within the site that are associated with construction activity and whether the BMPs described in the SWPPP have been properly implemented;
Evaluating the SWPPP and its implementation to determine whether additional BMPs or SWPPP implementation measures are necessary to reduce or prevent pollutants in all regulated discharges to comply applicable NELs, and
Certifying and submitting through SMARTS a report of the above site assessment and SWPPP evaluation that:
o Additional BMPs or SWPPP implementation measures have been identified and included in the SWPPP, or
o No additional BMPs or SWPPP implementation measures are required to reduce or prevent pollutants in all regulated discharges to comply with applicable NELs.
CASQA Traditional SWPPP Template 7-14 August 2023
for the 2022 CGP
7.7.2 Sampling and Analysis Plan for pH and Turbidity in Stormwater Runoff Discharges
Sampling and analysis of runoff for pH and turbidity is not required for Risk Level 1 projects.
Sampling and analysis of runoff for pH and turbidity is required for this project. This Sampling and Analysis Plan describes the strategy for monitoring turbidity and pH levels of stormwater runoff discharges from the project site and run-on that may contribute to an exceedance of a Numeric Action Level (NAL).
Samples for pH and turbidity will be collected at all discharge points where stormwater is discharged off-site.
7.7.2.1 Sampling Schedule
Stormwater runoff samples shall be collected for pH and turbidity from each day of a qualifying precipitation event that results in a discharge from the project site. One sample from each discharge location will be collected each 24 hour period of active discharge during a qualifying precipitation event. Samples should be representative of the discharge flow and characteristics.
Run-on samples shall be collected whenever the QSP identifies that run-on has the potential to contribute to an exceedance of a NAL.
7.7.2.2 Sampling Locations
Sampling locations are based on the site runoff discharge locations and locations where run-on enters the site, accessibility for sampling, and personnel safety. Planned pH and turbidity sampling locations are shown on the Site Maps in Appendix A and include the locations 7 sampling location(s) on the project site and the contractor’s yard have been identified for the collection of runoff samples.
Table 7-9 Turbidity and pH Runoff Sample Locations
Sample Location
Identifier Sample Location Description
Sample Location
Latitude and
Longitude (Decimal
Degrees)
Outlet A Located at the Northwest portion of the site
on Faraday Ave
N33°08’17.77”
W117°18’21.43”
Outlet B Located at the West portion of the site, to the south of outlet A on Faraday Ave
N33°08’15.81”
W117°18’20.30”
Outlet C Located at the West portion of the site, to the south of outlet B on Faraday Ave
N33°08’14.50”
W117°18’19.54”
Outlet D Located on the southwest side of the site on
Faraday Ave
N33°08’06.63”
W117°18’10.53”
Outlet E Located on the south side of the site, east of outlet D on Faraday Ave.
N33°08’02.47”
W117°18’06.12”
Outlet F Located on the south side of the site, east of outlet E on Faraday Ave.
N33°07’59.62”
W117°18’01.75”
CASQA Traditional SWPPP Template 7-15 August 2023
for the 2022 CGP
3 sampling locations have been identified for the collection of run-on samples where the run-on has the potential to contribute to an exceedance of a NAL or a Receiving Water Monitoring Trigger. Table 7-10 identifies the run-on sample locations.
Table 7-10 Turbidity and pH Run-On Sample Locations
Sample Location
Identifier Sample Location Description
Sample Location Latitude
and Longitude
(Decimal Degrees)
Outlet G Located on the south side of the site,
east of outlet F on Faraday Ave.
N33°07’58.87”
W117°17’57.48”
Outlet H
Located on the north east portion of
the property above limits of
disturbance.
N33°08’19.07”
W117°18’14.69”
Outlet J
Located on the south east portion of
the property above limits of
disturbance.
N33°08’06.95”
W117°18’02.18”
Outlet K
Located on the south east portion of
the property above limits of
disturbance.
N33°08’06.89”
W117°17’58.85”
The project does not receive run-on with the potential to exceed NALs or Receiving Water Monitoring Triggers.
7.7.2.3 Monitoring Preparation
Turbidity and pH samples will be collected and analyzed by:
QSP [Name] ☒ Yes ☐ No
QSD Delegate [Name] ☒ Yes ☐ No
An adequate stock of monitoring supplies and equipment for monitoring turbidity and will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. The QSP or QSP Delegates will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, field meters, extra batteries, clean powder-free nitrile gloves, sample collection equipment, appropriate sample containers, paper towels, personal rain gear, and Effluent Sampling Field Log Sheets and CoC forms provided in Appendix O.
The QSP or QSP Delegates will obtain and maintain the field-testing instruments, as identified in Section 7.7.2.6, for analyzing samples in the field. Field meter instructions are provided in Appendix P.
7.7.2.4 Field Parameters
Samples shall be analyzed for the constituents indicated in the Table 7-11.
CASQA Traditional SWPPP Template 7-16 August 2023
for the 2022 CGP
Table 7-11 Sample Collection and Analysis for Monitoring Turbidity and pH Parameter Test Method
Minimum
Sample
Volume (1)
Sample Collection
Container Type
Detection
Limit
(minimum)
Turbidity
Field meter/probe with
calibrated portable
instrument
500 mL
Polypropylene or glass
(Do not collect in
meter sample cells)
1 NTU
pH
Field meter/probe with
calibrated portable
instrument or calibrated
pH test kit
100 mL Polypropylene 0.2 pH units
Notes: 1 Minimum sample volume recommended. Specific volume requirements will vary by instrument; check instrument manufacturer instructions.
L – Liter
mL – Milliliter
NTU – Nephelometric Turbidity Unit
7.7.2.5 Sample Collection
Samples of discharge shall be collected at the designated runoff and run-on sampling locations listed in Tables 7-9 and 7-10 shown on the Site Maps in Appendix A. Run-on samples shall be collected within close proximity of the point of run-on to the project.
Sample collection and handling requirements are described in Section 7.7.7.
7.7.2.6 Field Measurements
The collection and analysis of samples for field analysis, collection, analysis and the calibration of equipment shall be in accordance with the field instrument manufacturer’s specifications.
Immediately following collection, samples for field analysis shall be tested in accordance with the field instrument manufacturer’s instructions and results recorded on the Effluent Sampling Field Log Sheet.
The field instrument(s) listed in Table 7-12 will be used to analyze the following constituents:
Table 7-12 Field Instruments
Field Instrument
(Manufacturer and Model) Constituent
pH
Turbidity
The manufacturers’ instructions are included in Appendix P. Field sampling staff shall review the instructions prior to each sampling event and follow the instructions in completing measurement of the samples.
The instrument(s) shall be maintained in accordance with manufacturer’s instructions. The instrument(s) shall be calibrated before each sampling and analysis event.
CASQA Traditional SWPPP Template 7-17 August 2023
for the 2022 CGP
Maintenance and calibration records shall be maintained with the SWPPP.
The QSP may authorize alternate equipment provided that the equipment meets the 2022 CGP’s requirements and the manufacturers’ instructions for calibration and use are added to Appendix P.
7.7.2.7 Data Evaluation and Reporting
The LRP or DAR shall electronically report all stormwater pH and turbidity results to the State Water Board by the through SMARTS within 30 days of receiving the results. Exceedances of NALs shall be electronically reported to the State Water Board by the LRP or DAR through SMARTS within 10 days of receiving the results.
Numeric Action Levels
Compliance with the NALs for pH and turbidity is based on a single sample evaluation. A NAL exceedance occurs when any sample exceeds the turbidity NAL or is outside of the pH range shown in Table 7-13.
Table 7-13 Numeric Action Levels
Parameter Unit NAL
pH pH units Lower NAL 8.5
Turbidity NTU >250
The QSP shall within (10) days of the sample collection submit copies of the completed Effluent Sampling Field Log Sheets to City of Carlsbad.
In the event that the pH or turbidity NAL is exceeded, the QSP shall immediately notify City of Carlsbad and investigate the cause of the exceedance and identify corrective actions.
Exceedances of NALs shall be electronically reported to the State Water Board by the LRP or DAR through the SMARTS within 10 days of the conclusion of the storm event.
If requested by the Regional Water Board in writing, a NAL Exceedance report will be submitted within 30 days of the request. The NAL Exceedance Report must contain the following information:
Analytical method(s), method reporting unit(s), and Method Detection Limit(s) of each parameter;
Date, place, time of sampling, visual observation, and/or measurements, including precipitation; and
An assessment of the existing BMPs associated with the sample that exceeded the NAL, a description of each corrective action taken including photographs, and date of implementation.
Receiving Water Monitoring Triggers
This project is not subject to Receiving Water Monitoring Triggers because it does not directly discharge to a receiving water.
CASQA Traditional SWPPP Template 7-18 August 2023
for the 2022 CGP
7.7.3 Sampling and Analysis Plan for pH and Turbidity in Receiving Water
This project is not subject to Receiving Water Monitoring. water monitoring is not required.
7.7.4 Sampling and Analysis Plan for Dewatering Discharges ☒ No dewatering activities are planned for this project. ☐ Dewatering activities planned for this project will be conducted and monitored according to the requirements of the following NPDES Permit: [insert name and order number of the permit.]
☐ Dewatering activities planned for this project will be conducted and monitored according to the requirements of the 2022 CGP Attachment J.
This Sampling and Analysis Plan for dewatering discharges describes the sampling and analysis strategy and schedule for monitoring dewatering discharges in accordance with the requirements of the 2022 CGP.
CASQA Traditional SWPPP Template 7-19 August 2023
for the 2022 CGP
7.7.5 Sampling and Analysis Plan for Other Pollutants Required by the Regional Water Board
The Regional Water Board has not specified monitoring for additional pollutants.
7.7.6 Training of Sampling Personnel
QSP Delegates assigned to conduct sampling shall be trained by the QSP to collect, maintain, and ship samples in accordance with the 2022 CGP Sample Collection and Handling Instructions and supplemental information as needed. Training records of QSP Delegates assigned to sample are provided in Appendix I.
The QSP and QSP Delegates have received the following stormwater sampling training:
Name Training
INSERT LIST OF TRAINING COURSES
INSERT LIST OF TRAINING COURSES
The QSP and QSP Delegates have the following stormwater sampling experience:
Name Experience
INSERT LIST OF STORMWATER SAMPLING EXPERIENCE
INSERT LIST OF STORMWATER SAMPLING EXPERIENCE
7.7.7 Sample Collection and Handling
7.7.7.1 Sample Collection
Samples shall be collected at the designated sampling locations shown on the Site Maps and listed in the preceding sections. Samples shall be collected, maintained and shipped in accordance with the 2022 CGP Sample Collection and Handling Instructions.
Grab samples shall be collected and preserved in accordance with the methods identified in preceding sections.
To maintain sample integrity and prevent cross-contamination, sample collection personnel shall follow the protocols below.
Collect samples (for laboratory analysis) in analytical laboratory-provided or specified sample containers;
o Use of any other type of containers could cause sample contamination and may result in NAL or NEL exceedances.
Wear clean, powder-free nitrile gloves when collecting samples; Change gloves whenever something not known to be clean has been touched; Change gloves between sampling locations;
Decontaminate all equipment (e.g., bucket, tubing) prior to sample collection; o using a trisodium phosphate water wash, distilled water rinse, and final rinse with distilled water..
o Dispose of wash and rinse water appropriately (i.e., do not discharge to storm drain or receiving water).
CASQA Traditional SWPPP Template 7-20 August 2023
for the 2022 CGP
o Do not decontaminate laboratory provided sample containers; Do not smoke during sampling events;
Never sample near a running vehicle;
Do not park vehicles in the immediate sample collection area (even non-running vehicles);
Do not eat or drink during sample collection; and
Do not breathe, sneeze, or cough in the direction of an open sample container.
The most important aspect of grab sampling is to collect a sample that represents the entire runoff stream. Typically, samples are collected by dipping the collection container in the runoff flow paths and streams as noted below.
i. For small streams and flow paths, simply dip the bottle facing upstream until full. ii. For larger stream that can be safely accessed, collect a sample in the middle of the flow stream by directly dipping the mouth of the bottle. Once again making sure that the opening of the bottle is facing upstream as to avoid any contamination by the sampler. iii. For larger streams that cannot be safely waded, pole-samplers may be needed to safely access the representative flow.
iv. Avoid collecting samples from ponded, sluggish or stagnant water. v. Avoid collecting samples directly downstream from a bridge as the samples can be affected by the bridge structure or runoff from the road surface.
Note, that depending upon the specific analytical test, some containers may contain preservatives. These containers should never be dipped into the stream but filled indirectly from the collection container.
7.7.7.2 Sample Handling
Turbidity and pH measurements must be conducted immediately. Do not store turbidity or pH samples for later measurement.
Samples for laboratory analysis must be handled as follows. Immediately following sample collection:
Cap sample containers;
Complete sample container labels;
Place sealed containers in a re-sealable storage bag; Place sample containers into an ice-chilled cooler;
Document sample information on the Effluent Sampling Field Log Sheet (Appendix O); and
Complete the CoC.
All samples for laboratory analysis must be maintained between 0-6 degrees Celsius during delivery to the laboratory. Samples must be kept on ice, or refrigerated, from sample collection through delivery to the laboratory. Place samples to be shipped inside coolers with ice. Make sure the sample bottles are well packaged to prevent breakage and secure cooler lids with packaging tape.
Ship samples that will be laboratory analyzed to the analytical laboratory right away. Hold times are measured from the time the sample is collected to the time the sample is analyzed. The 2022 CGP requires that samples be received by the analytical laboratory within 48 hours of the physical sampling (unless required sooner by the analytical laboratory to meet all hold times).
Laboratory Name:
CASQA Traditional SWPPP Template 7-21 August 2023
for the 2022 CGP
Address:
City, State Zip:
Telephone
Number:
Point of Contact:
7.7.7.3 Sample Documentation Procedures
All original data documented on sample container identification labels, Effluent Sampling Field Log Sheet (Appendix O), and CoCs shall be recorded using waterproof ink. These shall be considered accountable documents. If an error is made on an accountable document, the individual shall make corrections by lining through the error and entering the correct information. The erroneous information shall not be obliterated. All corrections shall be initialed and dated.
Duplicate samples shall be identified consistent with the numbering system for other samples to prevent the laboratory from identifying duplicate samples. Duplicate samples shall be identified in the Effluent Sampling Field Log Sheet.
Sample documentation procedures include the following:
Sample Bottle Identification Labels: Sampling personnel shall attach an identification label to each sample bottle. Sample identification shall uniquely identify each sample location. (These location identifiers should be listed in the tables in the SWPPP.) Field Log Sheets: Sampling personnel shall complete the Effluent Sampling Field Log Sheet and Receiving Water Sampling Field Log Sheet (Appendix O) for each sampling event, as appropriate.
Chain of Custody: Sampling personnel shall complete the CoC for each sampling event for which samples are collected for laboratory analysis. The sampler will sign the CoC (Appendix O) when the sample(s) is turned over to the testing laboratory or courier.
7.8 Active Treatment System Monitoring
Will an Active Treatment System (ATS) be deployed on the site? ☐ Yes ☒ No
This project does not require a project specific Sampling and Analysis Plan for an ATS because deployment of an ATS is not planned.
The project specific ATS Plan includes a Monitoring and Sampling Plan. The ATS Plan is provided in Appendix R.
7.9 Passive Treatment Monitoring
Will passive treatment technologies be deployed on the site? ☐ Yes ☒ No
This project does not require a project specific Sampling and Analysis Plan for passive treatment because deployment of passive treatment is not planned.
The project specific Passive Treatment Plan includes a Sampling and Analysis Plan. The Passive Treatment Plan is provided in Appendix R.
CASQA Traditional SWPPP Template 7-22 August 2023
for the 2022 CGP
7.10 Watershed Monitoring Option
This project is not participating in a watershed monitoring option.
7.11 Quality Assurance and Quality Control
An effective Quality Assurance and Quality Control (QA/QC) plan shall be implemented as part of the CSMP to ensure that analytical data can be used with confidence. QA/QC procedures to be initiated include the following:
Field logs;
Clean sampling techniques;
CoCs;
QA/QC Samples; and
Data verification.
Each of these procedures is discussed in more detail in the following sections.
7.11.1 Field Logs
The purpose of field logs is to record sampling information and field observations during monitoring that may explain any uncharacteristic analytical results. Sampling information to be included in the field log include the date and time of water quality sample collection, sampling personnel, sample container identification numbers, and types of samples that were collected.
Field observations should be noted in the field log for any abnormalities at the sampling location (color, odor, BMPs, etc.). Field measurements for pH and turbidity should also be recorded in the field log. A Visual Inspection Field Log and an Effluent Sampling Field Log Sheet are included in Appendix O.
7.11.2 Clean Sampling Techniques
Clean sampling techniques involve the use of certified clean containers for sample collection and clean powder-free nitrile gloves during sample collection and handling. As discussed in Section 7.7.7, adoption of a clean sampling approach will minimize the chance of field contamination and questionable data results.
7.11.3 Chain of Custody
The sample CoC is an important documentation step that tracks samples from collection through analysis to ensure the validity of the sample. Sample CoC procedures include the following:
Proper labeling of samples;
Use of CoC forms for all samples; and
Prompt sample delivery to the analytical laboratory.
Analytical laboratories usually provide CoC forms to be filled out for sample containers. An example CoC is included in Appendix O.
7.11.4 QA/QC Samples
QA/QC samples provide an indication of the accuracy and precision of the sample collection; sample handling; field measurements; and analytical laboratory methods. The following types of QA/QC will be conducted for this project:
CASQA Traditional SWPPP Template 7-23 August 2023
for the 2022 CGP
☐ Field Duplicates at a frequency of [5 percent or 1 duplicate minimum per sampling event]
(Required for all sampling plans with field measurements or laboratory analysis) ☐ Equipment Blanks at a frequency of [Insert frequency required by method] (Only needed if the equipment used to collect samples could add the pollutants to sample) ☐ Field Blanks at a frequency of [Insert frequency required by method] (Only required if sampling method calls for field blanks) ☐ Travel Blanks at a frequency of [Insert frequency required by method] (Required for sampling plans that include VOC laboratory analysis)
7.11.4.1 Field Duplicates
Field duplicates provide verification of laboratory or field analysis and sample collection.
Duplicate samples shall be collected, handled, and analyzed using the same protocols as primary samples. The sample location where field duplicates are collected shall be randomly selected from the discharge locations. Duplicate samples shall be collected immediately after the primary sample has been collected. Duplicate samples must be collected in the same manner and as close in time as possible to the original sample. Duplicate samples shall not influence any evaluations or conclusion.
7.11.4.2 Equipment Blanks
Equipment blanks provide verification that equipment has not introduced a pollutant into the sample. Equipment blanks are typically collected when:
New equipment is used;
Equipment that has been cleaned after use at a contaminated site; Equipment that is not dedicated for surface water sampling is used; or Whenever a new lot of filters is used when sampling metals.
7.11.4.3 Field Blanks
Field blanks assess potential sample contamination levels that occur during field sampling activities. De-ionized water field blanks are taken to the field, transferred to the appropriate container, and treated the same as the corresponding sample type during the course of a sampling event.
7.11.4.4 Travel Blanks
Travel blanks assess the potential for cross-contamination of volatile constituents between sample containers during shipment from the field to the laboratory. De-ionized water blanks are taken along for the trip and held unopened in the same cooler with the VOC samples.
7.11.5 Data Verification
After results are received from the analytical laboratory, the QSP or QSP Delegates shall verify the data to ensure that it is complete, accurate, and the appropriate QA/QC requirements were met. Data must be verified as soon as the data reports are received. Data verification shall include:
Check the CoC and laboratory reports.
Make sure all requested analyses were performed and all samples are accounted for in the reports.
CASQA Traditional SWPPP Template 7-24 August 2023
for the 2022 CGP
Check laboratory reports to make sure hold times were met and that the reporting levels meet or are lower than the reporting levels agreed to in the contract. Check data for outlier values and follow up with the laboratory.
Occasionally typographical errors, unit reporting errors, or incomplete results are reported and should be easily detected. These errors need to be identified, clarified, and corrected quickly by the laboratory. The QSP or QSP Delegates should especially note data that is an order of magnitude or more different than similar locations or is inconsistent with previous data from the same location. Check laboratory QA/QC results.
EPA establishes QA/QC checks and acceptable criteria for laboratory analyses. These data are typically reported along with the sample results. The QSP or QSP Delegates shall evaluate the reported QA/QC data to check for contamination (method, field, and equipment blanks), precision (laboratory matrix spike duplicates), and accuracy (matrix spikes and laboratory control samples). When QA/QC checks are outside acceptable ranges, the laboratory must flag the data, and usually provides an explanation of the potential impact to the sample results. Check the data set for outlier values and, accordingly, confirm results and re-analyze samples where appropriate.
Sample re-analysis should only be undertaken when it appears that some part of the QA/QC resulted in a value out of the accepted range. Sample results may not be discounted unless the analytical laboratory identifies the required QA/QC criteria were not met and confirms this in writing.
Field data including inspections and observations must be verified as soon as the field logs are received, typically at the end of the sampling event. Field data verification shall include:
Check field logs to make sure all required measurements were completed and appropriately documented;
Check reported values that appear out of the typical range or inconsistent; Follow-up immediately to identify potential reporting or equipment problems, if appropriate, recalibrate equipment after sampling;
Verify equipment calibrations;
Review observations noted on the field logs; and
Review notations of any errors and actions taken to correct the equipment or recording errors.
7.12 Records Retention
All records of stormwater monitoring information and copies of reports (including Annual Reports) must be retained for a period of at least three years from date of submittal or longer if required by the Regional Water Board.
Results of visual monitoring, field measurements, and laboratory analyses must be kept in the SWPPP along with CoCs, and other documentation related to the monitoring.
Records are to be kept onsite while construction is ongoing. Records to be retained include:
The date, place, and time of inspections, sampling, visual observations, and/or measurements, including precipitation;
The individual(s) who performed the inspections, sampling, visual observation, and/or field measurements;
The date and approximate time of field measurements and laboratory analyses; The individual(s) who performed the laboratory analyses;
CASQA Traditional SWPPP Template 7-25 August 2023
for the 2022 CGP
A summary of all analytical results, the method detection limits and reporting limits, and the analytical techniques or methods used;
Rain gauge readings from site inspections;
QA/QC records and results;
Calibration records;
Visual observation and sample collection exception records; The records of any corrective actions and follow-up activities that resulted from analytical results, visual observations, or inspections; [Dewatering notifications to the Regional Water Board;] [Dewatering exception notifications to the Regional Water Board and local stormwater agency;]
[NAL Exceedance Report];
[NEL water quality based corrective action reports]; and [Add specific records required by TMDLs].
CASQA Traditional SWPPP Template 8-1 August 2023
for the 2022 CGP
Section 8 References
Project Plans and Specifications for Veterans Memorial Park dated October 16th 2023, prepared by CivTEC Civil Engineering Consultants.
SWRCB (State Water Resources Control Board). (2022). Order 2022-0057-DWQ, NPDES General Permit No. CAS000002: Stormwater Discharges Associated with Construction and Land Disturbing Activities. Available online at:
https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction/general_pe rmit_reissuance.html.
CASQA 2023. Stormwater BMP Handbook: Construction. Available online at: www.casqa.org [Include additional references as needed]
CASQA Traditional SWPPP Template A-1 August 2023
for the 2022 CGP
Appendix A: Site Maps and Drawings
CASQA Traditional SWPPP Template A-1 August 2023
for the 2022 CGP
Appendix A: Site Maps and Drawings
EXISTING CONDITION
1 HYD-1.1
0 75 150 300
SCALE: 1" = 150'
S
W E
LEGEND
DIRECTION OF RUNOFF
DRAINAGE FLOW LINE
NODE NUMBER
SUBAREA DESIGNATION
WATERSHED BORDER
ACREAGE
1 0.7
A
NOTE:
ASSUME ALL SOIL GROUP D.
DRAWING NUMBER:PREPARED BY:
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLOT DATE:7/4/24
VETERANS MEMORIAL PARK
HYDROLOGY MAP
CARLSBAD, CA JN 101.176
SHEET ___ OF 2
THOMAS E. CARCELLI, R.C.E. #81640
PER PLAN
STAFF
TEC
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
7/4/24
7/4/24
WHITMAN WAYCA
N
N
O
N
R
D
.
TOLKIEN WAY
F
A
R
A
D
A
Y
A
V
E
.
WATERSHED SUBAREA BORDER
1.2 OUTLET 'A'
(48.2±) INV 30" RCP
Q(2) = 2.02 cfs
Q(25) = 3.53 cfs
Q(50) = 3.87 cfs
Q(100) = 4.54 cfs
2.2 OUTLET 'B'
(49.3±) INV 18" RCP
Q(2) = 0.45 cfs
Q(25) = 0.79 cfs
Q(50) = 0.87 cfs
Q(100) = 1.02 cfs
3.2 OUTLET 'C'
(45.5±) INV 30" RCP
Q(2) = 18.71 cfs
Q(25) = 32.75 cfs
Q(50) = 35.87 cfs
Q(100) = 42.11 cfs
4.2 OUTLET 'D'
(94.0±) INV 18" RCP
Q(2) = 0.86 cfs
Q(25) = 1.51 cfs
Q(50) = 1.65 cfs
Q(100) = 1.94 cfs
5.2 OUTLET 'E'
(72.6±) INV 36" RCP
Q(2) = 32.22 cfs
Q(25) = 56.38 cfs
Q(50) = 61.75 cfs
Q(100) = 72.49 cfs
6.2 OUTLET 'F'
(102.5±) INV 18" RCP
Q(2) = 1.19 cfs
Q(25) = 2.08 cfs
Q(50) = 2.28 cfs
Q(100) = 2.68 cfs
7.2 OUTLET 'G'
(111.6±) INV 18" RCP
Q(2) = 4.79 cfs
Q(25) = 8.39 cfs
Q(50) = 9.19 cfs
Q(100) = 10.78 cfs
2.52 A
0.48 B
1.01 D
34.48 C
49.26 E.1
7.17 G
1.37 F
(93.0±) FG
(108.0±) FG
1.15 1.1
0.12 ACRES
L = 100'
L = 1
0 5
'
(59.0±) FG 2.1
(258.0±) FG 3.15
0.11 ACRES
L = 100'
(268.0±) FG 3.1
(200.0±) FG 4.1
0.11 ACRES
L = 100'
(186.0±) FG 4.15
L =
3 4
0 '
(270.0±) FG 5.1
0.54 ACRES
L = 100'
(266.0±) FG 5.15
L = 2,375'
4.40 E.2
(126.9±) FL 5.3
0.10 ACRES
L = 100'
(126.1±) FL 5.35
(95.7±) FL
(86.0±) INV 24"5.4
(84.0±) INV
24" SD 5.5
L = 1,
3 2
5 '
L =
1 ,
9 4
5 '
L =
82'
(158.0±) FG
0.12 ACRES
L = 100'
(148.0±) FG
L =
2 9
0 '
6.1 6.15
(233.0±) FG 7.1
0.15 ACRES
L = 100'
(226.0±) FG 7.15
L =
1 ,
0 0
0 '
L = 52
5 '
10'
10'
ELECTRI
C
VEHICLEPARKINGONLY
ELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKING
ELECTR
I
C
VEHICL
E
PARKIN
GONLY
ELECTRICVEHICLEPARKING
ELECTR
I
CVEHICLE
PARKIN
GONLY
ELECTRICVEHICLEPARKINGONLY
ELECTR
I
C
VEHICL
E
PARKIN
GONLY
VAN
VAN
VAN
VAN
VAN
VAN
VAN
PROPOSED CONDITION
2 HYD-1.2
0 75 150 300
SCALE: 1" = 150'
S
W E
LEGEND
DIRECTION OF RUNOFF
DRAINAGE FLOW LINE
NODE NUMBER
SUBAREA DESIGNATION
WATERSHED BORDER
ACREAGE
1 0.7
A
NOTE:
ASSUME ALL SOIL GROUP D.
DRAWING NUMBER:PREPARED BY:
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLOT DATE:7/4/24
VETERANS MEMORIAL PARK
HYDROLOGY MAP
CARLSBAD, CA JN 101.176
SHEET ___ OF 2
THOMAS E. CARCELLI, R.C.E. #81640
PER PLAN
STAFF
TEC
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
7/4/24
7/4/24
CA
N
N
O
N
R
D
.
TOLKIEN WAY
F
A
R
A
D
A
Y
A
V
E
.
WATERSHED SUBAREA BORDER
1.32 A
0.95 D
18.11 C.1
17.51 E.1
7.17 G
1.37 F
18.55 C.2
11.28 E.5
0.41 B.1
7.93 E.3
1.2 OUTLET 'A'
(48.2±) INV 30" RCP
Q(2) = 1.36 cfs
Q(25) = 2.41 cfs
Q(50) = 2.64 cfs
Q(100) = 3.10 cfs
2.2 OUTLET 'B'
(49.3±) INV 18" RCP
Q(2) = 1.71 cfs
Q(25) = 2.99 cfs
Q(50) = 3.27 cfs
Q(100) = 3.84 cfs
3.2 OUTLET 'C'
(45.5±) INV 30" RCP
Q(2) = 23.74 cfs
Q(25) = 41.92 cfs
Q(50) = 45.98 cfs
Q(100) = 54.10 cfs
4.2 OUTLET 'D'
(94.0±) INV 18" RCP
Q(2) = 0.83 cfs
Q(25) = 1.45 cfs
Q(50) = 1.59 cfs
Q(100) = 1.86 cfs
5.2 OUTLET 'E'
(72.6±) INV 36" RCP
Q(2) = 35.02 cfs
Q(25) = 61.35 cfs
Q(50) = 67.22 cfs
Q(100) = 78.94 cfs
6.2 OUTLET 'F'
(102.5±) INV 18" RCP
Q(2) = 1.32 cfs
Q(25) = 2.34 cfs
Q(50) = 2.57 cfs
Q(100) = 3.03 cfs
7.2 OUTLET 'G'
(111.6±) INV 18" RCP
Q(2) = 4.79 CFS
Q(25) = 8.39 CFS
Q(50) = 9.19 CFS
Q(100) = 10.78 CFS
3.75 E.6
(95.7±) FL
(86.0±) INV 24"5.33
L = 1,
3 2
5 '
L =
85'
(258.0±) FG 3.02
0.11 ACRES
L = 100'
(268.0±) FG 3.01
(270.0±) FG 5.01
0.54 ACRES
L = 100'
(266.0±) FG 5.02
(233.0±) FG 7.01
0.15 ACRES
L = 100'
(226.0±) FG 7.02
(126.9±) FL 5.31
0.10 ACRES
L = 100'
(126.1±) FL 5.32
82.0 FS 1.02
0.15 ACRES
L = 100'
91.8 FS 1.01
L = 265'
55.8 TG
54.7 INV1.03
L
=
9 5
'
68.3 FS 2.01
0.05 ACRES
L = 100'
65.7 FL
62.5 INV 2.02
L = 1,815'87.5 TG
82.5 INV 3.03
L =
7 1
5 '
L = 1,
0 8
5 '
L
=
7 8
0 '
0.33 ACRES
206.0 FS 3.05
0.24 ACRES
L = 100'
216.9 FS 3.04
190.0 TG
187.0 INV3.06
204.0 FG4.01
0.11 ACRES
L = 100'
178.0 FG4.02
L =
2 7
5 '
113.0 TG
105.3 INV4.03
L =
1 ,
4 2
0 '
110.0 TG
106.8 INV 5.03
L =
4 9
0 '
155.0 FS
129.5 TG
126.5 INV 5.17
0.13 ACRES
L = 170'
5.16 L = 550
'
108.3 INV
105.8 INV
160.0 FG 6.01
129.5 TG
126.0 INV
0.17 ACRES
L = 145'
6.02 6.03
L =
4 1
5 '
123.8 TG
117.3 INV 5.07
12.75 E.2
105.3 INV 5.04
L=55'
108.5 TG
103.0 INV 5.15
103.5 TG
99.0 INV5.11
0.54 E.4
(270.0±) FS 5.05
173.0 FS 5.13
247.4 FS5.09
54.3 INV
51.75 INV1.04
L=
2 0
'
54.3 INV
51.75 INV2.03
L=
6 0
'
L=
8 0
'
54.8 INV
52.25 INV 3.07
L=75'
L =
1 0
5 '
L = 15
0 '
0.30 ACRES
L = 100'
(266.0±) FG 5.06
L
=
1 ,
3 1
0 '
98.0 INV 5.12
89.9 INV 5.08
81.3 INV
78.8 INV5.18
0.16 ACRES
L = 100'
218.0 FS5.10
L
=
3 2
5 '
L
=
7 0
'
L = 135
'
153.0 FS5.14
L
=
2 3
5 '
0.12 ACRES
L = 100'
L = 175'
L = 150'
L = 90
'
L =
35'
L =
1 ,
0 0
0 '
0.41 B.2
WHITMAN
WAY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
- TITLE SHEET -
PROJECT
LOCATION
DWG. 369-2
GRADING AND DRAINAGE PLANS FOR FARADAY AVE.
DWG. 377-3
KELLY RANCH CORE AREA
DWG. 377-3A
KELLY RANCH CORE
DWG. 478-5H
CARLSBAD DESALINATION CONVEYANCE PIPELINE
civTEC
999 CORPORATE DR., SUITE #100
LADERA RANCH, CA 92694
949-463-8822
C-81640
SEPT. 30, 2025
AERIAL
TOPOGRAPHY AND FIELD SURVEY
PSOMAS.
APN: 212-271-03-00
1995736.57 6240281.31 REF. STATIONS PER ROS 17271
REF. STATIONS PER ROS 17271: 105, 109, 58, 57, 56, 130
ELEVATIONS SHOWN HEREON BASED UPON CITY OF CARLSBAD
LOCAL NGVD29 DATUM.
THE COORDINATES SHOWN HEREON ARE BASED UPON THE
CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1999.92) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY
UPON FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:
REFERENCED STATIONS CONNECTED PER ROS 17271: 105, 109, 58, 57, 56, 130
SOUTHERN CALIFORNIA GEOTECHNICAL
PROJECT NO. 19G109-2 APRIL 7, 2020
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
TITLE SHEET 1
INDEX MAP/DETAILS 2
STREET PLAN/PROFILE SHEET 3
STREET PLAN GRADING DETAIL SHEET 4
PUBLIC WATER / SEWER PLAN 5
1 5
20 CITY OF CARLSBAD
THOMAS E. CARCELLI
1200 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
442-339-2820
civTEC
N/A
7454 JUNE 15, 2022
N/A
BIOFILTRATION
AREA WITH
UNDERDRAIN
CITY OF
CARLSBAD
SEE SWQMP SEE DWG.
546-1A SEE SWQMP
NOTICE TO THE CONTRACTOR
THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN
INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).
TRENCH RESURFACING CITY STD. NO. GS-26 & GS-28 *210 LF
2" WATER SERVICE AND METER CMWD STD. DWG. NO. W-4 **2 EA CONNECT TO EXIST. WATER LINE CMWD STD. DWG. NO. W-9 2 EA WITH NEW TEE AND THRUST BLOCK & W-19 **
2" PVC (SCH 80) WATER LINE CMWD STD. DWG. NO. W-2 **80 LF 8" PVC (C900, DR18) WATER LINE CMWD STD. DWG. NO. W-2 **125 LF 6" PVC (SDR 35) SEWER LINE CMWD STD. DWG. NO. S-7 **46 LF SAWCUT AND REMOVE N/A N/A 970 SF
EXIST. PAVEMENT
SAWCUT AND REMOVE N/A N/A 215 SF
EXIST. DRIVEWAY
SAWCUT AND REMOVE N/A N/A 210 LF
EXIST. CURB & GUTTER
SAWCUT AND REMOVE N/A N/A 1,200 SF
EXIST. SIDEWALK
CURB S.D.R.S.D. G-01 145 LF
CURB & GUTTER S.D.R.S.D. G-02 24 LF
ALLEY APRON, MODIFIED S.D.R.S.D. G-17 305 SF
18" WIDE U-CHANNEL DETAIL 1, SHEET 2 145 LF
WITH SOLID STEEL COVER
CURB RAMP S.D.R.S.D. G-27 & G-32B 4 EA
FULL-DEPTH A.C. PAVEMENT DETAIL 2, SHEET 2 230 LF
COMMERCIAL DRIVEWAY S.D.R.S.D. G-14B ***380 SF
REMOVE EXIST. SERVICE AND CAP CMWD STD. SPECS.N/A 1 EA
8" GATE VALVE CMWD STD. W-21 **4 EA
MANUAL AIR RELEASE CMWD STD. W-10 **1 EA
REMOVE PLUG AND JOIN EXIST.N/A N/A 1 EA
SEWER LATERAL
CONNECT TO SEWER LINE CITY STD. S-7 *N/A 1 EA
3" A.C./9" A.B. PAVEMENT N/A 350 SF
GRIND AND OVERLAY N/A 1,070 SF
CONCRETE SIDEWALK S.D.R.S.D. G-7 AND G-9 1,250 SF
D.G. SURFACE DETAIL 3, SHEET 2
JULY 1, 2024
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKING
ELECTRI
CVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VAN
VAN
VAN
S
W E
FA
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
2 SHEET 3
L.P.
TELEPHONE
TOP OF WALL
WATER VALVE
WATER METER
SANITARY SEWER
TOP OF CURB
TOP OF FOOTING
TOP OF GRATE
WATERW
W.M.
W.V.
T.F.
T.W.
S
T.G.
T.C.
TEL.
CHAIN LINK FENCE
CENTERLINE
HIGH POINT
ROOF DRAIN
POWER POLE
GRADE BREAK
RIGHT OF WAY
FIRE HYDRANT
FINISHED SURFACE
FINISHED FLOOR
EDGE OF PAVEMENT
CATCH BASIN
STORM DRAIN
CURB & GUTTER
P.P.
R.O.W., R/W
R.D.
ST.
IRR. OR IRRIG.
M.H.
STREET
IRRIGATION
LOW POINT
MANHOLE
G.B.
H.P.
H.C.
INV.
F.S.
F.H.
F.L.
HANDICAP
INVERT
FLOWLINE
DWY.
ELEC.
E.P.
F.F.
CONC.
C.O.SD
DRIVEWAY
ELECTRIC
CONCRETE
CLEANOUT
C.B.
C&G
C.L.F.
C.L.
BLDG. BUILDING
TOP OF DECKT.D.
POINT OF CONNECTIONP.O.C.
DECOMPOSED GRANITE
P/A PLANTER AREA
D.G.
D.F.DRINKING FOUNTAIN
WROUGHT IRON FENCEW.I.F.
TOP OF SUBGRADET.O.S.
B.O.W. BACK OF WALK
TOP OF HEADWALLT.H.W.
CURB FACEC.F.
ABBREVIATIONS
- INDEX MAP/ DETAILS -
CA
N
N
O
N
R
D
.
5 18" U-GUTTER WITH STEEL COVER1
6"
2"
6"6"18"
EXPANSION JOINT
PER LANDSCAPE
ARCHITECT PLANS
6"
6"
C.
A
.
B
.
1/2" R
TYP.
1-
1 /
2 "
NOTE:
·USE TYPE II/V CONCRETE CLASS 560-C-3250
·LIGHT BROOM FINISH
SCALE:
N.T.S.
PATH OF TRAVELP.O.T.
SAWCUT AT
18-INCH MIN. WIDTH
OR PER PLAN
EXISTING A.C. PAVING
FULL-DEPTH DEEP LIFT A.C. PAVING
SA
W
C
U
T
EX
I
S
T
.
5"
A
.
C
.
EX
I
S
T
.
10 "
A
.
B
.
FULL DEPTH (15")
AC PAVEMENT
(C2-PG 64-10)
15 "
M
I
N
.
D
E
P
T
H
PROPOSED CURB AND
GUTTER OR DRIVEWAY
PER PLAN
SLOPE TO
DRAIN
2 SOLID STEEL (A36) CHECKERED PLATE
(GALVANIZED OR STAINLESS STEEL) COVER
- 1/4" THICK, 4-FOOT MAX. LONG
SECTIONS
3"x3"x1/4" STEEL
ANGLE
BOLT ANGLE INTO
CONCRETE @ 24"
O.C. MAX.
-TYP.
EPOXY BOND STEEL COVER
ONTO STEEL ANGLE
- TYP.
FLUSH
-TYP.
HARDSCAPE PER
LANDSCAPE
ARCHITECT PLANS
3"
MAX.
3"
MAX.EXPANSION JOINT
PER LANDSCAPE
ARCHITECT PLANS
SCALE:
N.T.S.
COMPACTED BASE PER
SOILS ENGINEER
RECOMMENDATIONS
COMPACTED BASE PER
SOILS ENGINEER
RECOMMENDATIONS
FARADAY AVENUE
TYPICAL SECTION WITH NEW BULB OUT
NEAR ST. STA. 18+49.33
NOT TO SCALE
26'26'10'10'
72'
36'36'
2%
MAX.(2%)(2%)(2%)
3-INCH GRIND AND
OVERLAY
24-INCH MIN. WIDTH
OR PER PLAN
SEE DWG. 546-1A
SHEET 3
INDEX MAP
EXIST. 12"
RECL. PVC WATER
EXIST.
54" CML&C WATER
EXIST.
8" PVC WATER
EXIST. 12"
RECL. PVC WATER
EXIST. 12"
RECL. PVC WATER
EXIST.
12" PVC SEWER
EXIST.
12" PVC SEWER
EXIST.
12" PVC SEWER
EXIST.
12" PVC SEWER
EXIST.
8" PVC WATER
EXIST.
8" PVC WATER
EXIST.
8" PVC WATER
EXIST. FIRE
HYDRANT
EXIST. FIRE
HYDRANT
EXIST. FIRE
HYDRANT
EXIST. FIRE
HYDRANT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
FARADAY AVENUE
TYPICAL SECTION WITH NEW BULB OUT
NEAR ST. STA. 33+64.35
NOT TO SCALE
VARIES
26' TO 32'
VARIES
26' TO 32'10'10'
VARIES
72' TO 84'
VARIES
36' TO 42'
VARIES
36' TO 42'
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
EXIST. STREET
LIGHT
2%
VARIES
8.5' MAX.
PROP. CONC. WALK
PROP. U-GUTTER WITH STEEL COVER
PROP. CONC. WALK
PROP. CURB
PROP. DEEP LIFT A.C.
PROP. GRIND AND OVERLAY
(2%)(2%)(2%)
2%
MAX.2%
VARIES
7.1' MAX.
PROP. CONC. WALK
PROP. U-GUTTER WITH STEEL COVER
PROP. CONC. WALK
PROP. CURB
PROP. DEEP LIFT A.C.
PROP. GRIND AND OVERLAY
DECOMPOSED GRANITE PAVING3 SCALE:
N.T.S.
NOTE:
·SEE ALSO DETAIL 5, SHEET L-2.01
SW
E
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
3 - STREET PLAN / PROFILE SHEET -
5 EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION.
NOTE TO CONTRACTOR:
·PROTECT ALL EXISTING UTILITIES IN PLACE, WHETHER SHOWN ON THIS DRAWING OR NOT.
CONSTRUCTION NOTES
17+00 18+00 19+00
70 60
PROFILE SCALES:
HORIZ.: 1"=20'
VERT.: 1"=4'
50 0 10 20 40
SCALE: 1" = 20'
S
W
FARADAY AVENUE
0 10 20 40
SCALE: 1" = 20'
33+00 34+00
110
100
PROFILE SCALES:
HORIZ.: 1"=20'
VERT.: 1"=4'
90 FARADAY AVENUE
ST
A
.
1 6
+
9 9
.
2 2
(5
4 .
2 1
)
T
C
ST
A
.
1 7
+
4 8
.
0 3
(5
4 .
1 8
)
T
C
ST
A
.
1 7
+
9 5
.
2 9
(5
5 .
0 3
)
T
C
ST
A
.
1 8
+
2 1
.
4 0
(5
5 .
6 4
)
T
C
ST
A
.
1 8
+
7 5
.
4 6
(5
7 .
1 2
)
T
C
ST
A
.
1 9
+
3 3
.
4 6
(5
9 .
7 6
)
T
C
ST
A
.
3 2
+
6 8
.
0 6
(1
0 0
.
0 4
)
T
C
ST
A
.
3 3
+
1 8
.
4 6
(9
9 .
6 0
)
T
C
ST
A
.
3 3
+
6 8
.
8 3
(9
9 .
1 4
)
T
C
ST
A
.
3 3
+
9 7
.
9 7
(9
8 .
8 0
)
T
C
ST
A
.
3 4
+
1 7
.
4 2
(9
8 .
6 0
)
T
C
GENERAL CONSTRUCTION NOTES
4 3
5 2
PROTECT IN PLACE
1 6
7 8
CONSTRUCT 18" WIDE U-CHANNEL WITH SOLID STEEL COVER PER DETAIL 1, SHEET 2 9 10
CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE B CONSTRUCT FULL DEPTH A.C. PAVEMENT PER DETAIL 2, SHEET 2 CONSTRUCT CONC. COMMERCIAL DRIVEWAY PER S.D.R.S.D. STANDARD DETAIL G-14B CONSTRUCT CONCRETE SIDEWALK PER S.D.R.S.D STANDARD DETAILS G-7 AND G-9 CONSTRUCT D.G. SURFACE PER DETAIL 3, SHEET 2
CONSTRUCT ALLEY APRON PER S.D.R.S.D. STANDARD DETAIL G-17, CONC. 5-1/2" THICK, MODIFY BACK OF CONCRETE TO STOP AT PROPOSED ACCESSIBLE P.O.T.
CURB LINE/CURVE DATA
BEARING/DELTANO.RADIUS LENGTH
B
C
49°46'19" 12.00' 10.42'
D
49°46'19"
E
A
91°33'31" 12.00' 19.18'
138°13'37" 12.00' 28.95'
N 17°25'09" E 35.57'-
G
H
49°47'09" 12.00' 10.43'
I
44°35'26" 12.00' 9.34'
J
F
44°24'46" 12.00' 9.30'
131°44'07"27.59'12.00'
142°41'46" 12.00' 29.89'
12.00' 10.42'
SE
E
D
R
A
W
I
N
G
N
O
.
5 4
6 -
1 A
SE
E
D
R
A
W
I
N
G
N
O
.
5 4
6 -
1 A
EXIST. TOP OF
N.E.'LY CURB
EXIST. TOP OF
N.E.'LY CURB
36 .
0 0
'
26 '
17 .
5 0
'
10 '
36 .
0 0
'
26 '
10 '
19 .
1 4
'
19 .
0 0
17 .
5 0
'
B.C.
BEGIN CONSTRUCTION
BEGIN CURB & GUTTER
BEGIN SIDEWALK
STA. 17+68.43
26.00' L
P.R.C.
STA. 17+77.59
21.75' L
E.C.
STA. 17+86.75
17.50' L
B.C.
STA. 18+22.32
17.50' L
E.C.
STA. 18+34.31
29.83' L
B.C.
STA. 18+64.34
29.17' L
P.R.C.
STA. 18+85.50
21.75' L
E.C.
END CONSTRUCTION
END CURB & GUTTER
END SIDEWALK
STA. 18+94.66
26.00' L
C.L. 20' WIDE DRIVEWAY
STA. 18+08.48
17.50' L
B.C.
BEGIN CONSTRUCTION
BEGIN CURB & GUTTER
BEGIN SIDEWALK
STA. 33+27.62
31.09' L
P.R.C.
STA. 33+35.68
26.86' L P.R.C.
STA. 34+03.24
23.01' LEFT
END CONSTRUCTION
END D.G. PATH
STA. 34+53.47
31.7' L
E.C.
END CURB & GUTTER
STA. 34+11.71
26.26' L
END SIDEWALK
STA. 34+17.5
26.69' L
E.C.
STA. 33+56.75
32.88' L
B.C.
STA. 33+83.20
33.75' L
CONSTRUCTION
CENTERLINE
EXIST.
ELEC.
EXIST.
3" GAS
EXIST. 12"
RECL. PVC WATER
EXIST.
54" CML&C WATER
EXIST.
12" PVC SEWER
EXIST.
8" PVC WATER
EXIST.
30" STORM DRAIN
5 5
5 5
5 5
5 DEMOLITION NOTES
AA
SAWCUT AND REMOVE EXISTING SIDEWALK
SAWCUT AND REMOVE EXISTING PAVEMENT
SAWCUT AND REMOVE EXISTING DRIVEWAY
SAWCUT AND REMOVE EXISTING CURB & GUTTER
BB
CC
DD
EXIST.
ELEC.5
EXIST. 12"
RECL. PVC WATER 5
EXIST.
12" PVC SEWER 5
EXIST.
8" PVC WATER 5
PROP. WATER LINES
-SEE SHEET 5
PROP. WATER LINES
-SEE SHEET 5
PROP. SEWER LINE
-SEE SHEET 5
A
B C D E
F G H
I
J
BE
G
I
N
C
O
N
S
T
.
B.
C
.
ST
A
.
1 7
+
6 8
.
4 3
(5
4 .
5 4
)
T
C
P.
R
.
C
.
ST
A
.
1 7
+
7 7
.
5 9
54 .
8 7
T
C
E.
C
.
ST
A
.
1 7
+
8 6
.
7 5
55 .
1 5
T
C
C.
L
.
D
W
Y
.
ST
A
.
1 8
+
0 8
.
4 8
55 .
2 0
T
C
B.
C
.
ST
A
.
1 8
+
2 2
.
3 2
55 .
9 3
T
C
E.
C
.
ST
A
.
1 8
+
3 4
.
3 1
55 .
7 ±
T
C
26 .
0 0
'
L
ST
A
.
1 8
+
6 4
.
6 6
56 .
8 4
T
C
ST
A
.
1 8
+
7 6
.
6 6
57 .
5 0
T
C
DW
Y
.
ST
A
.
1 7
+
9 8
.
4 8
54 .
9 8
T
C
DW
Y
.
ST
A
.
1 8
+
1 8
.
4 8
55 .
4 2
T
C
26 .
0 0
'
L
ST
A
.
1 8
+
3 3
.
7 9
55 .
9 5
T
C
B.
C
.
ST
A
.
1 8
+
6 4
.
3 4
56 .
8 ±
T
C
P.
R
.
C
.
ST
A
.
1 8
+
8 5
.
5 0
57 .
7 5
T
C
EN
D
C
O
N
S
T
.
E.
C
.
ST
A
.
1 8
+
9 4
.
6 6
(5
7 .
9 8
)
T
C
10.42'
ALONG
CURVE
10.42'
ALONG
CURVE
19.18'
ALONG
CURVE
PROP. TOP OF
N.E.'LY CURB
28.95'
ALONG
CURVE
10.43'
ALONG
CURVE
PROP. TOP OF
N.E.'LY CURB
HP ST
A
.
3 3
+
3 9
.
4 5
99 .
6 5
T
C
BE
G
.
C
O
N
S
T
.
B.
C
.
ST
A
.
3 3
+
2 7
.
6 2
(9
9 .
5 2
)
T
C
P.
R
.
C
.
ST
A
.
3 3
+
3 5
.
6 8
99 .
6 1
T
C
E.
C
.
ST
A
.
3 3
+
5 6
.
7 5
99 .
0 ±
T
C
B.
C
.
ST
A
.
3 3
+
8 3
.
2 0
98 .
5 4
T
C
P.
R
.
C
.
ST
A
.
3 4
+
0 3
.
2 4
98 .
9 2
T
C
EN
D
C
U
R
B
&
G
U
T
T
E
R
ST
A
.
3 4
+
1 1
.
7 1
(9
8 .
6 5
)
T
C
ST
A
.
3 3
+
4 4
.
0 9
99 .
6 2
T
C
28 .
8 3
'
L
ST
A
.
3 3
+
5 5
.
9 1
99 .
2 5
T
C
27 .
1 9
'
L
ST
A
.
3 3
+
8 3
.
8 5
98 .
9 5
T
C
HP ST
A
.
3 3
+
8 8
.
9 0
99 .
1 5
T
C
ST
A
.
3 3
+
9 4
.
6 0
99 .
1 0
T
C
PROP. TOP OF
N.E.'LY CURB
PROP. TOP OF
N.E.'LY CURB
9.34'
ALONG
CURVE
27.59'
ALONG
CURVE
29.89'
ALONG
CURVE
9.30'
ALONG
CURVE
SEE ALSO DETAIL 'A' SHEET ST-1.02 SEE ALSO DETAIL 'B' SHEET ST-1.02 (1.8%)
(2.3%)
(2.7%)
(4.6%)
(0.9%)(0.9%)(1.2%)(1.0%)
CCAADD
BB
E
CCAADD DD
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
DESCRIPTION
6" C & G/6" CURB
6" CURB
6" C & G/6" CURB
6" C & G/6" CURB
6" C & G/6" CURB
6" CURB
6" CURB/DWY.
6" CURB
6" CURB
6" CURB
EASEMENT TO SAN DIEGO
COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
SAN DIEGO COUNTY
WATER AUTHORITY -
CARLSBAD DESALINATION
CONVEYANCE PIPELINE
MACARIO TUNNEL PIT
SEE DRAWING NO. 546-1A SEE DRAWING NO. 546-1A
DE
L
T
A
/
4 ST
A
.
3 3
+
8 4
.
2 6
98 .
9 7
T
C
DE
L
T
A
/
4 ST
A
.
3 3
+
8 9
.
3 7
99 .
1 4
T
C
DE
L
T
A
/
4 ST
A
.
3 3
+
9 6
.
6 0
99 .
0 5
T
C
3.5%0.9%
1.8%2.9%
DE
L
T
A
/
4 ST
A
.
3 3
+
4 1
.
3 6
99 .
6 4
T
C
DE
L
T
A
/
4 ST
A
.
3 3
+
4 8
.
1 6
99 .
4 9
T
C
DE
L
T
A
/
4 ST
A
.
3 3
+
5 3
.
9 1
99 .
3 2
T
C
1%
0.9%0.7%
2.6%
72 '
11 CONSTRUCT 3" A.C. / 9" A.B. PAVEMENT
12 GRIND 2-INCHES MIN. OF EXIST. PAVEMENT AND CONSTRUCT ASPHALT OVERLAY PER SPPWC SECTIONS 203, 302, 404, TYPE III C3
EXIST. CURB
& GUTTER
R/WSIGHT LINE
-TYP.
EXIST. SIDEWALK
26.00'
C.L. ALLEY APRON
STA. 33+64.35
9°31
'
2 9
"
12 .
9 7
'
14 .
2 6
'
72 '
EXIST. CONC.
DRIVEWAY
SIGHT LINE
-TYP.R/W
EXIST. SIDEWALK
EXIST. CURB
& GUTTER
C.L. ALLEY APRON
STA. 18+49.33
12 '
2.2%1.8%
3.6%
0.5%
2.2%2.1%2.7%3.2%
DE
L
T
A
/
4 ST
A
.
1 8
+
7 9
.
4 9
57 .
5 1
T
C
DE
L
T
A
/
4 ST
A
.
1 8
+
7 2
.
3 7
57 .
3 5
T
C
DE
L
T
A
/
4 ST
A
.
1 8
+
6 6
.
6 4
56 .
9 5
T
C
DE
L
T
A
/
4 ST
A
.
1 8
+
2 6
.
9 8
55 .
9 4
T
C
DE
L
T
A
/
4 ST
A
.
1 8
+
3 0
.
9 2
55 .
9 6
T
C
DE
L
T
A
/
4 ST
A
.
1 8
+
3 3
.
4 9
55 .
9 8
T
C
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
4 - STREET PLAN GRADING DETAIL SHEET -
5 S
W
E
FARADAY AVENUE
STREET PLAN DETAIL 'A'
SCALE: 1" = 10'S
W
ESTREET PLAN DETAIL 'B'
SCALE: 1" = 10'
EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION.
NOTE TO CONTRACTOR:
·PROTECT ALL EXISTING UTILITIES IN PLACE, WHETHER SHOWN ON THIS DRAWING OR NOT.CONSTRUCTION NOTES
GENERAL CONSTRUCTION NOTES
1 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN
DEMOLITION NOTES
AA
SAWCUT AND REMOVE EXISTING SIDEWALK
SAWCUT AND REMOVE EXISTING PAVEMENT
SAWCUT AND REMOVE EXISTING DRIVEWAY
SAWCUT AND REMOVE EXISTING CURB & GUTTER
BB
CC
DD
SE
E
D
R
A
W
I
N
G
N
O
.
5 4
6 -
1 A
E.C.
STA. 17+68.43
JOIN
(54.54) TC
(54.08) FL
P.R.C.
STA. 17+77.59
54.87 TC
*(54.37) FS
E.C.
STA. 17+86.75
55.15 TC
*(54.65) FS
STA. 18+18.48
55.42 TC
*(55.34) FS
E.C.
STA. 18+34.31
55.7± TC
B.C.
STA. 18+64.34
56.8± TC
P.R.C.
STA. 18+85.50
57.75 TC
*(57.25) FS
E.C.
STA. 18+94.66
JOIN
(57.98) TC
(57.50) FL
C.L. 20' WIDE DRIVEWAY
STA. 18+08.48
55.20 TC
*(55.12) FS
PROP. WATER LINES
-SEE DRAWING NO. 546-1A
SE
E
D
R
A
W
I
N
G
N
O
.
5 4
6 -
1 A
B.C.
STA. 33+27.62
JOIN
(99.52) TC
(99.02) FL P.R.C.
STA. 33+35.68
99.61 TC
*(99.11) FS
P.R.C.
STA. 34+03.24
98.92 TC
*(98.42) FS
END CONSTRUCTION
END D.G. PATH
STA. 34+53.5
31.7' L
E.C.
STA. 34+11.71
JOIN
(98.65) TC
(98.17) FL
STA. 34+17.5
JOIN
(98.61) TC
E.C.
STA. 33+56.75
99.0± TC
B.C.
STA. 33+83.20
0" CF
98.54 TC
CONSTRUCTION
CENTERLINE
PROP. WATER LINES
-SEE DRAWING NO. 546-1A
PROP. SEWER LINE
-SEE DRAWING NO. 546-1A
EXIST. SIDEWALK 5
10 (2
%
)
STA. 34+17.5
JOIN
*(98.7) FS
98.75 FS
STA. 33+94.60
99.10 TC
*(98.60) FS
HP
STA. 33+88.90
99.15 TC
98.65 FS
99.00 TC
(98.58) FS
27.19' L
STA. 33+83.94
98.95 TC
98.45 FL
0" CF
98.58 TC
99.01 TC
98.67 FS
98.48 FS
0" CF
98.51 TC
2%
99.43 TC
99.02 FS
0" CF
98.93 FS
0" CF
98.86 FS
98.83 FS
EXIST.
SIDEWALK5
28.82' L
STA. 33+55.39
99.25 TC
98.75 FL
99.08 FS
99.30 TC
(98.89) FS
STA. 33+44.09
99.62 TC
*(99.12) FS
HP
STA. 33+39.45
99.65 TC
99.15 FS
STA. 33+27.62
JOIN
*(99.62) FS
(2
%
)
99.01 FS
99.43 FS
99.36 FS
99.50 FS
99.54 FS99.70 FS
STA. 17+68.43
JOIN
*(54.64) FS
10 EXIST. SIDEWALK 5
EXIST. SIDEWALK 5
STA. 17+98.48
54.98 TC
*(54.90) FS
5%
26.00' L
STA. 18+33.79
55.95 TC
55.45 FL
56.00 TC
*(55.58) FS
55.89 FS
55.88 FS
55.68 FS
55.65 FS55.19 FS
55.22 FS
55.26 FS 55.74 FS
JOIN
(55.76) FS
JOIN
(55.27) FS 0" CF
55.62 FS
0" CF
55.55 FS
56.12 TC
55.72 FS
55.52 FS
1. 8
%
3. 8
%
1. 8
%
2%
57.09 FS
57.02 FS
57.09 TC
56.26 FL
0" CF
56.59 FS
0" CF
56.52 FS
57.16 FS
56.49 FS
26.00' L
STA. 18+64.86
56.84 TC
56.34 FL
56.89 TC
*(56.47) FS
STA. 18+76.66
57.50 TC
*(57.00) FS
57.02 FS
57.10 FS STA. 18+94.66
JOIN
*(58.1) FS
57.45 FS
B.C.
STA. 18+22.32
55.93 TC
*(55.43) FS
1 1
1 1
2 2
2 2
1 1
1 1
3 3
4 4
4 4
4 6
6 66
7 7
7 7
7 7
7 8
10 9 9 9
9 9
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
4 3
5 2
PROTECT IN PLACE
6 7
8 CONSTRUCT 18" WIDE U-CHANNEL WITH SOLID STEEL COVER PER DETAIL 1, SHEET 2 9 10
CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE B CONSTRUCT FULL DEPTH A.C. PAVEMENT PER DETAIL 2, SHEET 2 CONSTRUCT CONC. COMMERCIAL DRIVEWAY PER S.D.R.S.D. STANDARD DETAIL G-14B CONSTRUCT CONCRETE SIDEWALK PER S.D.R.S.D STANDARD DETAILS G-7 AND G-9 CONSTRUCT D.G. SURFACE PER DETAIL 3, SHEET 2
CONSTRUCT ALLEY APRON PER S.D.R.S.D. STANDARD DETAIL G-17, CONC. 5-1/2" THICK, MODIFY BACK OF CONCRETE TO STOP AT PROPOSED ACCESSIBLE P.O.T. 11 CONSTRUCT 3" A.C. / 9" A.B. PAVEMENT
12 GRIND 2-INCHES MIN. OF EXIST. PAVEMENT AND CONSTRUCT ASPHALT OVERLAY PER SPPWC SECTIONS 203, 302, 404, TYPE III C3
11 12
12 99.01 FS
98.94 FS
6. 1
6 '
4. 1
8 '
R/W SIGHT LINE
-TYP.
98.60 FL
98.66 FS
JOIN
(98.40±) FS
JOIN
(98.65±) FSJOIN
(98.75±) FS
JOIN
(99.10±) FS
JOIN
(99.20±) FS
JOIN
(99.35±) FS
SIGHT LINE
-TYP.
R/W
11 12 12 12
5. 6
8 '
4. 8
6 '
55.90 FL
56.01 FS
JOIN
(54.60±) FS
JOIN
(54.75±) FS
JOIN
(55.50±) FS
JOIN
(55.90±) FS
JOIN
(56.75±) FS
JOIN
(57.05±) FS
JOIN
(57.75) FS
EASEMENT TO SAN DIEGO
COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VAN
VAN
VAN
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
0 10 20 40
SCALE: 1" = 20'
S
W E
F
A
R
A
D
A
Y
A
V
E
.
WATER / SEWER CONSTRUCTION NOTES:
FA
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
DETAIL
'A'
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
DETAIL
'B'
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.
2" WATER
METER
2" R.P.B.P.
8" FIRE
BACKFLOW
ASSEMBLEY
WAT. STA. 17+62.50
[DWG. 369-2F]
8" FIRE SERVICE
- CONNECT TO EXIST. 8"
WATER LINE
WAT. STA. 17+58.50
[DWG. 369-2F]
2" DOM. WATER SERVICE
- CONNECT TO EXIST. 8"
WATER LINE
6" C.O. - G.B.
CONNECT TO EXIST. 6"
P.V.C. SEWER LATERAL
*(41.0±) INV 6"
41.33 INV 4"
C.O. - G.B.
42.58 INV 4"
2" DOM.
WATER
84 60
61 60
84 EXIST. 54" CML/CMC
WATER LINE
PER SHEET C-10 OF
DWG. NO. 578-5H
50 EXIST. 8" P.V.C.
WATER LINE
PER SHEET 4 OF DWG.
NO. 369-2F
50 EXIST. 12" P.V.C.
SEWER LINE
PER SHEET 14 OF
DWG. NO. 369-2F
50 EXIST.12" P.V.C.
RECYCLED WATER LINE
PER SHEET 9 OF DWG.
NO. 369-2F
50 EXIST. GAS LINE
EXIST. ELEC. LINE
50 50
EXIST. GAS LINE
EXIST. ELEC. LINE
50 50
EXIST. 6" P.V.C.
SEWER LATERAL
PER SHEET 14 OF
DWG. NO. 369-2F
50 80
54.35± INV 4" S.D.
44.3± TOP 4" SEW.
GENERAL CONSTRUCTION
(45.3±) TOP 54" WAT.
(40.7±) INV 54" WAT
(46.0±) TOP 54" WAT.
(41.4±) INV 54" WAT
51 51
63 62
4" SEWER
@ 10%83
REMOVE
EXIST. WATER
SERVICE AND
CAP AT MAIN
64 (45.25±) TOP 12" SEW.
(44.15±) INV 12" SEW.
(51.6±) TOP 12" RECL. WAT.
(50.5±) INV 12" RECL. WAT.
NOTE TO CONTRACTOR:
MIN. 1-FOOT VERTICAL SEPARATION
TO SEWER LINE OR RECYCLED WATER
LINE AT ALL WATER LINE CROSSINGS.
GATE
VALVE63B
WAT. STA. 17+53.50
[DWG. 369-2F]
GATE VALVE
6551
C.O.
42.73 INV 4"84
5 - PUBLIC WATER / SEWER PLAN-
5 "AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
PUBLIC WATER CONSTRUCTION
PUBLIC SEWER CONSTRUCTION
PROTECT IN PLACE
60 61
80 62
50 CONSTRUCT TRENCH RESURFACING A.C. PAVEMENT REPLACEMENT PER CITY STD. NO. GS-26 AND GS-2851 63 REMOVE PLUG AND CONNECT TO EXISTING SEWER LINE
CONSTRUCT 2" PVC WATER LINE PER CMWD STD. DWG. NO. W-2
CONSTRUCT 2" WATER SERVICE CONNECTION WITH 2" WATER METER PER CMWD STD. DWG. NO. W-4 CONSTRUCT 8" PVC (C900, DR18) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 CONSTRUCT 6" PVC SEWER LATERAL (SDR 35) PER CITY STD. DWG. NO. S-7, BEDDING PER CITY STD. DWG. NO. S-582 CONNECT TO EXIST. SEWER LINE PER CITY STD. DWG. NO. S-781 64 REMOVE SERVICE AND CAP AT WATER MAIN PER CMWD STDS. - CONTRACTOR TO VERIFY SERVICE IS INACTIVE
PRIOR TO REMOVAL
65 INSTALL 8" GATE VALVE PER CMWD STD. DWG. W-21
CONNECT TO EXISTING WATER LINE PER CMWD STD. DWG. W-9 WITH NEW DUCTILE IRON 8" TEE AND THRUST BLOCK PER CMWD STD. DWG. W-19 - MIN. BEARING AREA = 19.5 SQ. FT. 66 INSTALL MANUAL AIR RELEASE PER CMWD STD. DWG. W-10
F
A
R
A
D
A
Y
A
V
E
.
2" WATER
METER
2" R.P.B.P.
8" FIRE
BACKFLOW
ASSEMBLEY
WAT. STA. 33+98.76
[DWG. 369-2F]
8" FIRE SERVICE
- CONNECT TO EXIST. 8"
WATER LINE
WAT. STA. 33+93.86
[DWG. 369-2F]
2" DOM. WATER SERVICE
- CONNECT TO EXIST. 8"
WATER LINE
CONNECT TO EXIST. 12"
P.V.C. SEWER LINE
*(87.55±) INV 12"
88.22 INV 6" LATERAL
81 60
61 60
EXIST. 8" P.V.C.
WATER LINE
PER SHEET 6 OF DWG.
NO. 369-2F
50 EXIST. 12" P.V.C.
SEWER LINE
PER SHEET 16 OF
DWG. NO. 369-2F
50 EXIST. ELEC. LINE 50
6" C.O. - G.B.
89.14 INV 6"
89.31 INV 4"
51 51
63 62
2" WATER 65
51 6" SEWER
LATERAL
@ 2%
82 (93.5)± INV 12"
RECY. WATER
89.3± TOP 6" SEW.
EXIST.12" P.V.C.
RECYCLED WATER LINE
PER SHEET 11 OF DWG.
NO. 369-2F
50 (88.7±) TOP 12" SEW.
(87.6±) INV 12" SEW.
(93.6±) TOP 12" RECL. WAT.
(92.5±) INV 12" RECL. WAT.NOTE TO CONTRACTOR:
MIN. 1-FOOT VERTICAL SEPARATION
TO SEWER LINE OR RECYCLED WATER
LINE AT ALL WATER LINE CROSSINGS.
GATE
VALVE 65
WAT. STA. 34+03.76
[DWG. 369-2F]
GATE VALVE
6551
WAT. STA. 34+08.76
[DWG. 369-2F]
MANUAL AIR RELEASE
6651
DETAIL 'B'
SCALE: 1" = 20'S
W E
DETAIL 'A'
SCALE: 1" = 20'S
W E
NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY MIN.
2-FOOT VERTICAL SEPARATION
BETWEEN BOTTOM OF METER
BOX AND GAS AND ELECTRIC
LINES.
NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY MIN.
2-FOOT VERTICAL SEPARATION
BETWEEN BOTTOM OF METER
BOX AND GAS AND ELECTRIC
LINES.
SOUTHERN CALIFORNIA GEOTECHNICAL
APN: 212-271-03-00
1994870.6 6239692.3
AERIAL TOPOGRAPHY AND FIELD SURVEY
PSOMAS.
PROJECT NO. 19G109-2 APRIL 7, 2020
civTEC
20 N/A
N/A
7454 JUNE 15, 2022
THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1991.35) IN
ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD-OBSERVED
TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:
REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
ALL COORDINATES ARE EXPRESSED IN US SURVEY FEET (ONE FOOT = 39.37/12 METERS). THE COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRID COORDINATE NORTH 1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THE AVERAGE COMBINATION FACTOR OF 0.999 961 32 TO OBTAIN GROUND COORDINATES.
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
BIOFILTRATION
AREA WITH
UNDERDRAIN
CITY OF
CARLSBAD
SEE SWQMP SEE DWG.
546-1A SEE SWQMP
civTEC
999 CORPORATE DR., SUITE #100
LADERA RANCH, CA 92694
949-463-8822
C-81640
SEPT. 30, 2025
THOMAS E. CARCELLI
BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAID
ELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES
TO THE FOLLOWING CITY OF CARLSBAD LOCAL BENCHMARKS:
REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
105: 45.41', 109: 26.135', 58: 56.23',
57: 44.01' ,56: 111.374', 130: 40.91'
CITY OF CARLSBAD
1200 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
442-339-2820
TITLE SHEET
TITLE SHEET 1
PRIVATE WATER / SEWER IMPROVEMENTS 2 TO 3
PROJECT
LOCATION
DWG. 369-20
GRADING AND DRAINAGE PLANS FOR FARADAY AVE.
DWG. 369-2F
FARADAY AVE. WATER, RECYCLED WATER AND SEWER IMP.
DWG. 478-5H
CARLSBAD DESALINATION CONVEYANCE PIPELINE
NOTICE TO THE CONTRACTOR
THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN
INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).
1 3
BLANKET PROTECTION S.P.P.W.C. STD. PLAN 225-3 1 EA
CONNECT TO ON-SITE IRRIG. N/A N/A 1 EA
2-INCH REDUCED PRESSURE CMWD STD. DWG. NO. W-6 2 EA
BACKFLOW PREVENTOR
2" PVC (SCH 80) WATER LINE CMWD STD. DWG. NO. W-2 620 LF 8" PVC (C900, DR18) WATER LINE CMWD STD. DWG. NO. W-2 450 LF FIRE HYDRANT CMWD STD. DWG. NO. W-17 2 EA
AND W-18
CONNECT BLDG. WATER LINE N/A N/A 3 EA
1" PVC (SCH 80) WATER LINE CMWD STD. DWG. NO. W-2 370 LF 8-INCH BACKFLOW PREVENTION CMWD STD. DWG. NO. W-9 2 EA
ASSEMBLY
3/4" PVC (SCH 80) WATER LINE CMWD STD. DWG. NO. W-2 595 LF CONNECT BLDG. DRINING N/A N/A 4 EA
FOUNTAIN
4" PVC (SDR 35) SEWER LINE CMWD STD. DWG. NO. S-5 595 LF PRIVATE SEWER CLEAN OUT CMWD STD. DWG. NO. S-6 12 EA
CONNECT BLDG. SEWER LINE N/A N/A 2 EA
10'
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONL
Y
EL
E
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ON
L
Y
EL
E
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
EL
E
C
T
R
I
C
VE
H
I
C
L
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PA
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ON
L
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ELE
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PA
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N
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ON
L
Y
EL
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VE
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VA
N
VA
N
VA
N
VA
N
EASEMENT TO SAN DIEGO
COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VAN
VAN
VAN
2 0 10 20 40
SCALE: 1" = 20'
S
W E
F
A
R
A
D
A
Y
A
V
E
.
WATER / SEWER CONSTRUCTION NOTES:
FA
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
SHEET
2 S
W ESHEET INDEX MAP
SCALE: 1" = 500'
DETAIL ' A'
SHEET 2
SHEET
3 MA
T
C
H
L
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E
-
S
E
E
B
E
L
O
W
MA
T
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E
-
SE
E
A
B
O
V
E
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
VERIFY EXACT SIZE, LOCATION AND INVERT OF BUILDING SEWER P.O.C. AND SIZE AND LOCATION OF BUILDING WATER P.O.C. WITH PLUMBING DRAWINGS PRIOR TO CONSTRUCTION AND COORDINATE INSTALLATION.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.
8" FIRE
WATER
2" WATER
METER
2" R.P.B.P.
2" DOM. WATER P.O.C.
- JOIN BUILDING LINE
8" FIRE
BACKFLOW
ASSEMBLEY
6" C.O. - G.B.
CONNECT TO EXIST. 6"
P.V.C. SEWER LATERAL
*(41.0±) INV 6"
41.33 INV 4"
C.O. - G.B.
42.58 INV 4"
C.O.
4" SEWER P.O.C.
63.32 INV 4"
- JOIN BUILDING LINE
2" DOM.
WATER
4" SEWER
@ 2%84
72 64
65 67
69 83
84 84 85
EXIST. 54" CML/CMC
WATER LINE
PER SHEET C-10 OF
DWG. NO. 578-5H
50 EXIST. 8" P.V.C.
WATER LINE
PER SHEET 4 OF DWG.
NO. 369-2F
50 EXIST. 12" P.V.C.
SEWER LINE
PER SHEET 14 OF
DWG. NO. 369-2F
50 EXIST.12" P.V.C.
RECYCLED WATER LINE
PER SHEET 9 OF DWG.
NO. 369-2F
50 EXIST. GAS LINE
EXIST. ELEC. LINE
50 50
EXIST. GAS LINE
EXIST. ELEC. LINE
50 50
EXIST. 6" P.V.C.
SEWER LATERAL
PER SHEET 14 OF
DWG. NO. 369-2F
50 80
54.35± INV 4" S.D.
44.3± TOP 4" SEW.
61.75± INV 8" S.D.
56.5± TOP 4" SEW.
PROP. BLDG.
67.5 F.F.
C.O. - G.B.
53.49 INV 4"84
C.O. - G.B.
57.32 INV 4"84
C.O.
55.41 INV 4"84
PROP. STORM DRAIN
(TYP.)
- SEE SHEETS C-1.01
TO C-1.20
PROP. STORM DRAIN
(TYP.)
- SEE SHEETS C-1.01
TO C-1.20
GENERAL CONSTRUCTION
8" FIRE
WATER 67
8" FIRE
WATER 67
2" WATER 65
2" WATER 65
2" WATER 65
2" WATER 65
1"
WATER 71
3/4"
WATER 73
FIRE
HYDRANT 68F.H.
4" SEWER
@ 33.7%83
4" SEWER
@ 2%83
3/4"
WATER 73
4" SEWER
@ 8%83
3/4"
WATER 73
CONNECT TO PROP.
DRINKING FOUNTAIN
-SEE LANDSCAPE
ARCHITECT PLANS
74 CONNECT TO PROP.
DRINKING FOUNTAIN
-SEE LANDSCAPE
ARCHITECT PLANS
74 3/4"
WATER 73
REMOVE
EXIST. WATER
SERVICE AND
CAP AT MAIN
63A
3/4" DOM. WATER P.O.C.
- JOIN BUILDING LINE69
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
WATER / SEWER PLANS - N'LY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
3 4" SEWER
@ 10%83
C.O.
42.73 INV 4"84
PRIVATE SEWER CONSTRUCTION
PROTECT IN PLACE50
NOT USED51
66 67
68 CONSTRUCT 4" PVC SEWER LATERAL (SDR 35), BEDDING PER CITY STD. DWG. NO. S-5 CONSTRUCT PRIVATE SEWER CLEANOUT PER CITY STD. DWG. NO. S-6 - 6" C.O. REQUIRED AT PROPERTY LINES CONNECT PRIVATE WATER LINE TO BLDG. WATER LINE - SEE BUILDING PLUMBING PLANS CONNECT PRIVATE SEWER LINE TO BLDG. SEWER LINE - SEE BUILDING PLUMBING PLANS INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CMWD STD. DWG. NO. W-6
PRIVATE WATER CONSTRUCTION
65 64
69 70
85 84
83 CONSTRUCT 8" BACKFLOW PREVENTION ASSEMBLY PER CMWD STD. DWG. W-9 CONSTRUCT 2" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 INSTALL FIRE HYDRANT PER CMWD STD. DWG. NO. W-17 AND W-18
NOT USED
PRIVATE RECYCLED WATER CONSTRUCTION
75 CONNECT TO ON-SITE IRRIGATION LINE - SEE IRRIGATION PLANS
NOTE USED
CONSTRUCT 8" PVC (C900, DR18) WATER LINE, THRUST BLOCK PER CMWD STD. DWG. NO. W-19, BEDDING PER CMWD STD. DWG. NO. W-2
CONSTRUCT BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-352 71 CONSTRUCT 1" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 72 73 CONSTRUCT 3/4" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 74 CONNECT DOMESTIC WATER LINE TO DRINKING FOUNTAIN PER MANUFACTURER'S SPECIFICATIONS SEE DW
G
.
N
O
.
5 4
6 -
1 ELEC
T
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PAR
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ELECT
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ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRICVEHICLEPARKING
ONLY
ELECTRIC
VEHICLEPARKING
ONLY
VA
N
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VANVAN
VAN
DETAIL ''A'
SCALE: 1" = 20'S
W E
DETAIL ' A'
SHEET 3
FA
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
F
A
R
A
D
A
Y
A
V
E
.
F
A
R
A
D
A
Y
A
V
E
.
MA
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-
S
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MA
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A
B
O
V
E
SHEET
2 SHEET
3 * NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
VERIFY EXACT SIZE, LOCATION AND INVERT OF BUILDING SEWER P.O.C. AND SIZE AND LOCATION OF BUILDING WATER P.O.C. WITH PLUMBING DRAWINGS PRIOR TO CONSTRUCTION AND COORDINATE INSTALLATION.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.
IRRIG. P.O.C.
- SEE IRRIGATION
PLANS FOR
CONTINUATION
WATER / SEWER CONSTRUCTION NOTES:
GENERAL CONSTRUCTION
EXIST.12" P.V.C.
RECYCLED WATER LINE
PER SHEET 11 OF DWG.
NO. 369-2F
50 EXIST. ELEC. LINE 50
EXIST.2" RECYCLED
WATER SERVCE
PER SHEET 11 OF DWG.
NO. 369-2F
50 EXIST. 2" AIR RELEASE
AND VACUUM RELIEF
ASSEMBLY PER SHEET 11
OF DWG. NO. 369-2F
50 75
8" FIRE
WATER
2" WATER
METER
2" R.P.B.P.
2" DOM. WATER P.O.C.
- JOIN BUILDING LINE
8" FIRE
BACKFLOW
ASSEMBLEY
C.O.
4" SEWER P.O.C.
102.5 INV 4"
- JOIN BUILDING LINE
72 64
67 69
84 85
EXIST. 8" P.V.C.
WATER LINE
PER SHEET 6 OF DWG.
NO. 369-2F
50 EXIST. 12" P.V.C.
SEWER LINE
PER SHEET 16 OF
DWG. NO. 369-2F
50 EXIST. ELEC. LINE 50
95.35± INV 12" S.D.
94.25± TOP 4" SEW.
PROP. BLDG.
106.5 F.F.
6" C.O. - G.B.
89.14 INV 6"
89.31 INV 4"
84 C.O. - G.B.
94.40 INV 4"84
C.O.
96.00 INV 4"84
PROP. STORM DRAIN
(TYP.)
- SEE SHEETS C-1.01
TO C-1.20
1"
WATER 71
FIRE
HYDRANT68
F.H.
4" SEWER
@ 15.5%83
1"
WATER 71
3/4"
WATER 73
1"
WATER 71
4" SEWER
@ 2%83
4" SEWER
@ 5.2%83
4" SEWER
@ 3.2%83
C.O.-G.B.
97.6 INV 4"84
EXIST.12" P.V.C.
RECYCLED WATER LINE
PER SHEET 11 OF DWG.
NO. 369-2F
50 2" DOM.
WATER65
2" DOM.
WATER65
2" DOM.
WATER65
8" FIRE
WATER 67
8" FIRE
WATER 67
3/4"
WATER 73
CONNECT TO PROP.
DRINKING FOUNTAIN
-SEE LANDSCAPE
ARCHITECT PLANS
74 CONNECT TO PROP.
DRINKING FOUNTAIN
-SEE LANDSCAPE
ARCHITECT PLANS
74 100.8± INV 12" S.D.
98.4± TOP 4" SEW.
52 3
0 10 20
SCALE: 1" = 20'
S
W E
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
WATER / SEWER PLANS - S'LY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
3 PRIVATE SEWER CONSTRUCTION
PROTECT IN PLACE50
NOT USED51
66 67
68 CONSTRUCT 4" PVC SEWER LATERAL (SDR 35), BEDDING PER CITY STD. DWG. NO. S-5 CONSTRUCT PRIVATE SEWER CLEANOUT PER CITY STD. DWG. NO. S-6 - 6" C.O. REQUIRED AT PROPERTY LINES CONNECT PRIVATE WATER LINE TO BLDG. WATER LINE - SEE BUILDING PLUMBING PLANS CONNECT PRIVATE SEWER LINE TO BLDG. SEWER LINE - SEE BUILDING PLUMBING PLANS INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CMWD STD. DWG. NO. W-6
PRIVATE WATER CONSTRUCTION
65 64
69 70
85 84
83 CONSTRUCT 8" BACKFLOW PREVENTION ASSEMBLY PER CMWD STD. DWG. W-9 CONSTRUCT 2" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 INSTALL FIRE HYDRANT PER CMWD STD. DWG. NO. W-17 AND W-18
NOT USED
PRIVATE RECYCLED WATER CONSTRUCTION
75 CONNECT TO ON-SITE IRRIGATION LINE - SEE IRRIGATION PLANS
NOTE USED
CONSTRUCT 8" PVC (C900, DR18) WATER LINE, THRUST BLOCK PER CMWD STD. DWG. NO. W-19, BEDDING PER CMWD STD. DWG. NO. W-2
CONSTRUCT BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-352 71 CONSTRUCT 1" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 72 73 CONSTRUCT 3/4" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 74 CONNECT DOMESTIC WATER LINE TO DRINKING FOUNTAIN PER MANUFACTURER'S SPECIFICATIONS 40 SEE
D
W
G
.
N
O
.
5 4
6 -
1 CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
TITLE SHEET
SHEET C-0.01
PROJECT
LOCATION
TITLE SHEET 1
INDEX MAP 2
DETAIL SHEETS 3 TO 5
STANDARD DETAIL SHEETS 6 TO 8
DEMOLITION PLANS 9 TO 13
PRECISE GRADING PLAN 14 TO 33
STORM DRAIN PLAN/PROFILE 34 TO 37
HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN 38 TO 43
(SEE ALSO TABLE ON SHEET 2)
218,800
180,900
0 2,950
5,000
37.1 ACRES
93.702 ACRES
0 SQ. FT.
206,647 SQ. FT.
CITY OF CARLSBAD
DWG. 369-2
GRADING AND DRAINAGE PLANS FOR FARADAY AVE.
DWG. 377-3
KELLY RANCH CORE AREA
DWG. 377-3A
KELLY RANCH CORE
DWG. 478-5H
CARLSBAD DESALINATION CONVEYANCE PIPELINE
EAST SIDE OF FARADAY AVENUE, SOUTH OF WHITMAN WAY
SOUTHERN CALIFORNIA GEOTECHNICAL
LOT 10 OF CITY OF CARLSBAD CT 09-03, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP THEREOF NO. 15902 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MARCH 4, 2013.
APN: 212-271-03-00
APN: 212-271-03-00
1994870.6 6239692.3 civTEC
999 CORPORATE DR., SUITE #100
LADERA RANCH, CA 92694
949-463-8822
C-81640
SEPT. 30, 2025
AERIAL TOPOGRAPHY AND FIELD SURVEY
PSOMAS.
PROJECT NO. 19G109-2 APRIL 7, 2020
civTEC
SEE SHEET C-0.03
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
RCE EXP.
20 THOMAS E. CARCELLI
1 BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAID
ELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES
TO THE FOLLOWING CITY OF CARLSBAD LOCAL BENCHMARKS:
REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
BIOFILTRATION
AREA WITH
UNDERDRAIN
CITY OF
CARLSBAD
SEE SWQMP C-1.01, C-1.02,
C-1.06, C-1.09,
C-1.18, C-1.20
SEE SWQMP
105: 45.41', 109: 26.135', 58: 56.23',
57: 44.01' ,56: 111.374', 130: 40.91'
MITIGATION MONITORING AND REPORTING PROGRAM
MITIGATION MEASURES:
BIO-2:
B. PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S LIMITS OF DISTURBANCE WITH ORANGE FENCING,
AND IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ALL FENCING WOULD BE REVIEWED BY THE PROJECT BIOLOGIST PRIOR TO THE INITIATION OF WORK
BIO-4: CLEARING AND GRUBBING AND OTHER CONSTRUCTION ACTIVITIES ARE PROHIBITED ON SITE DURING THE BIRD-BREEDING SEASON (FEBRUARY 15–AUGUST 31), IF FEASIBLE. IF THE BREEDING SEASON CANNOT BE AVOIDED, THE FOLLOWING MEASURES SHALL BE TAKEN:
A. SINCE COASTAL CALIFORNIA GNATCATCHERS (POLIOPTILA CALIFORNIA CALIFORNICA) HAVE THE
POTENTIAL TO OCCUR ON SITE, A QUALIFIED BIOLOGIST SHALL CONDUCT A PRE-CONSTRUCTION NEST CLEARANCE SURVEY WITHIN 500 FEET SURROUNDING THE PROJECT SITE WITHIN SUITABLE HABITAT NO MORE THAN THREE DAYS PRIOR TO CONSTRUCTION.
B. SURVEYS SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST IN APPROPRIATE HABITAT FOR COASTAL CALIFORNIA GNATCATCHERS, NESTING RAPTORS AND MIGRATORY BIRDS AND WITHIN A 500-FOOT SURVEY BUFFER WITHIN THREE DAYS INITIATION OF CONSTRUCTION OR VEGETATION REMOVAL.
C. THE USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE LOCATED DURING PRE-CONSTRUCTION SURVEYS WITHIN THE ADJACENT AREAS.
D. IF NESTS OF LISTED BIRDS, MIGRATORY BIRDS, RAPTORS, OR OTHER SPECIAL-STATUS SPECIES ARE LOCATED, THEY SHALL BE FENCED WITH A PROTECTIVE BUFFER OF 500 FEET FROM ACTIVE NESTS OF
LISTED SPECIES OR RAPTORS, AND AN APPROPRIATE WIDTH FOR OTHER SPECIAL-STATUS BIRD SPECIES, TO BE DETERMINED BY QUALIFIED BIOLOGIST. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITED
WITHIN THIS AREA UNTIL THE BIRDS HAVE FULLY FLEDGED, OR THE NEST IS DETERMINED TO NO LONGER BE ACTIVE.
E. DURING THE BREEDING SEASON, CONSTRUCTION NOISE SHALL BE MEASURED BY THE PROJECT BIOLOGIST REGULARLY TO MAINTAIN A THRESHOLD AT OR BELOW 60 A-WEIGHTED DECIBELS (DBA) HOURLY EQUIVALENT LEVEL (LEQ) WITHIN 500 FEET OF BREEDING HABITAT OCCUPIED BY LISTED SPECIES.
THE SITE IS CURRENTLY AFFECTED BY ROADWAY NOISE. IF AMBIENT LEVELS ARE GREATER THAN 60 DBA, A MODIFIED THRESHOLD SHOULD BE EVALUATED WITH THE CITY OF CARLSBAD. IF NOISE LEVELS EXCEED
THE THRESHOLD, THE CONSTRUCTION ARRAY SHALL BE CHANGED, SUCH AS USING DIFFERENT
CONSTRUCTION EQUIPMENT, OR NOISE ATTENUATION MEASURES SHALL BE IMPLEMENTED, SUCH AS NOISE BLANKETS, TO ACHIEVE A CONSTRUCTION NOISE LEVEL OF LESS THAN 60 DBA.
BIO-5: THE FOLLOWING WILDLIFE IMPACT AVOIDANCE MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION OF THE PROJECT SITE.
A. LIGHTING IN OR ADJACENT TO THE PRESERVE SHALL NOT BE USED, EXCEPT WHERE ESSENTIAL FOR ROADWAY, FACILITY USE, AND SAFETY. IF NIGHTTIME CONSTRUCTION LIGHTS ARE NECESSARY, ALL
LIGHTING ADJACENT TO NATURAL HABITAT SHALL BE SHIELDED AND/OR DIRECTED AWAY FROM HABITAT.
B. IF DEAD OR INJURED LISTED SPECIES ARE LOCATED, INITIAL NOTIFICATION MUST BE MADE WITHIN THREE WORKING DAYS, IN WRITING, TO THE USFWS AND CDFW.
C. EXOTIC SPECIES THAT PREY ON OR DISPLACE TARGET SPECIES OF CONCERN SHALL BE PERMANENTLY
RELOCATED FROM THE SITE BY A QUALIFIED BIOLOGIST TO AN APPROPRIATE OPEN SPACE AREA TO BE COORDINATED WITH THE CITY.
D. TO AVOID ATTRACTING PREDATORS OF THE TARGET SPECIES OF CONCERN, THE PROJECT SITE SHALL BE KEPT AS CLEAN OF DEBRIS AS POSSIBLE. ALL FOOD-RELATED TRASH ITEMS SHALL BE ENCLOSED IN SEALED CONTAINERS AND REGULARLY REMOVED FROM THE SITE. PETS OF CONSTRUCTION PERSONNEL
SHALL NOT BE ALLOWED ON THE PROJECT SITE WHERE THEY MAY COME INTO CONTACT WITH ANY LISTED SPECIES.
E. PRIOR TO ANY TREE REMOVAL, A QUALIFIED BAT BIOLOGIST WILL SURVEY THE TREES PROPOSED FOR REMOVAL FOR POTENTIAL TO SUPPORT TREE ROOSTING BAT SPECIES. IF DETERMINED THAT TREE
ROOSTING BATS MAY BE PRESENT WITHIN A TREE TO BE REMOVED, TREE REMOVAL SHALL ONLY OCCUR BETWEEN SEPTEMBER 1 AND FEBRUARY 28, OUTSIDE OF THE MATERNITY ROOSTING SEASON WHEN YOUNG BATS ARE PRESENT BUT ARE YET READY TO FLY OUT OF THE ROOST (MARCH 1 TO AUGUST 31).
TREES TO BE REMOVED SHALL BE PUSHED DOWN USING HEAVY MACHINERY RATHER THAN FELLING WITH A CHAINSAW. TO ENSURE THE OPTIMUM WARNING FOR ANY ROOSTING BATS THAT MAY STILL BE
PRESENT, TREES SHOULD BE PUSHED LIGHTLY TWO OR THREE TIMES, WITH A PAUSE OF APPROXIMATELY 30 SECONDS BETWEEN EACH NUDGE TO ALLOW BATS TO BECOME ACTIVE. THE TREE SHOULD THEN BE PUSHED TO THE GROUND SLOWLY AND REMAIN IN PLACE UNTIL IT IS INSPECTED BY A BAT SPECIALIST.
TREES THAT ARE KNOWN TO BE BAT ROOSTS SHOULD NOT BE BUCKED OR MULCHED IMMEDIATELY. A PERIOD OF AT LEAST 24 HOURS SHALL ELAPSE PRIOR TO SUCH OPERATIONS TO ALLOW BATS TO ESCAPE. 1200 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
442-339-2820
N/A
N/A
7454 JUNE 15, 2022
BASIS OF BEARINGS
THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1991.35) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON
FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:
REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
ALL COORDINATES ARE EXPRESSED IN US SURVEY FEET (ONE FOOT = 39.37/12 METERS). THE COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRID COORDINATE NORTH 1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THE AVERAGE COMBINATION FACTOR OF 0.999 961 32 TO OBTAIN GROUND COORDINATES.
JUNE
10'
10'
HB-1
HB-1 HB-1
ELECTR
I
C
VEHICL
E
PARKINGONLY
ELECTRICVEHICLE
PARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKING
ELECTR
I
C
VEHICL
E
PARKIN
G
ONLY
ELECT
R
I
C
VEHIC
L
E
PARKI
N
G
ELECTRI
C
VEHICLEPARKINGONLY
ELECT
R
I
CVEHICLE
PARKI
N
GONLY
ELECTR
I
C
VEHICL
E
PARKIN
G
ONLY
1 2 3 4 5 6 7
8 9 10 11 12 13 14 15 16 17
18 19
20 21
22 23
24 25
26 27
28293031323334353637
44 45 46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
6465
6667
686970
43 42
41 40
39 38
37 36
35 34
33 32
31 30
29 28
27 26
25 24
23222120191817
1 2
3 4
5 6
7 8
9 10
111213141516
72 71
VAN
VAN
VAN
VAN
VAN
VAN
VAN
0 60 120 240
SCALE: 1" = 120'
S
W E
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
INDEX MAP
2 SHEET C-1.01
SHEET C-1.02
SHEET C-1.03
SHEET C-1.04
SHEET C-1.06
SHEET C-1.05
SHEET C-1.07
SHEET C-1.08
SHEET C-1.11
SHEET C-1.12
SHEET C-1.10
SHEET C-1.09
SHEET C-1.13 SHEET C-1.14
SHEET C-1.15
SHEET C-1.16
SHEET C-1.17
SHEET C-1.19
SHEET C-1.20
SHEET C-1.18
PARK AREAS LEGEND
FLOOD ZONE INFORMATION
FLOOD ZONE DESIGNATION: ZONE X
(AREAS OUTSIDE OF 0.2%
ANNUAL CHANCE FLOODPLAIN)
MAP NO.:06073C0768G
PANEL NO.:768 OF 2375
EFFECTIVE DATE:MAY 16, 2012
AREA DISTURBED:36.5± ACRES
CUT 218,800 CUBIC YARDS
SHRINKAGE (13%±)(28,400) CUBIC YARDS
FILL 180,900 CUBIC YARDS
SHRINKAGE (O/E) (13%±)650 CUBIC YARDS
SUBSIDENCE (0.1'±)5,900 CUBIC YARDS
EXPORT 2,950 CUBIC YARDS
OVER-EXCAVATION *5,000 CUBIC YARDS
* EARTHWORK
SHEET C-0.02
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH
THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
* THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THIS
CALCULATION DOES NOT INCLUDE SPOILS FROM BUILDING OR UTILITY FOOTINGS, NOR UTILITY TRENCHING. THIS CALCULATION INCLUDES EXCAVATION FOR THE
BIOFILTRATION AREAS AND INCLUDES AN ALLOWANCE FOR SELECT FILL BEHIND THE ALLAN BLOCK RETAINING WALLS, ASSUMED TO TOTAL 6,500 CUBIC YARDS.
THIS CALCULATION ASSUMES:
·SHRINKAGE OF 10% TO 16% - USE 13%
·SUBSIDENCE OF 0.1-FEET
·REMOVALS PER THE SOILS REPORT INCLUDE 5-FEET BELOW THE BUILDINGS AND 1-FOOT BELOW THE SIDEWALKS
CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNING GRADING REQUIREMENTS.
THE ESTIMATES OF GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE
CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL
IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).
NOTICE TO THE CONTRACTOR
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR
DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE.
STORM DRAIN LINE 'C'
- SEE SHEET 32
STORM DRAIN LINE 'B-2'
- SEE SHEET 30
STORM DRAIN LINE 'B-1'
- SEE SHEET 30
STORM DRAIN LINE 'B'
- SEE SHEETS 31 AND 32
STORM DRAIN LINE 'A'
-SEE SHEETS 29 AND 30
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
DETAILS
3 SHEET C-0.03
6"
T
Y
P
.
18"
18" CONCRETE STEP-OUT CURB (IN PARKING LOT)13
8"
NOTE:
·SEE LANDSCAPE ARCHITECT PLANS FOR
CONTROL JOINT LOCATIONS AND
DETAILS.
·USE TYPE II/V P.C.C. CONCRETE
560-C-3250
SURFACE PER
LANDSCAPE
ARCHITECT'S
PLAN
CONTINUOUS 18" WIDE TOP OF
CURB - NO SEPARATE POUR
3" CLEAR
MIN.
2 - #3 REBAR
- CONTINUOUS
PA
V
E
M
E
N
T
S
E
C
T
I
O
N
PE
R
P
L
A
N
SCALE:
N.T.S.
LEGEND
PROPOSED CONTOUR
HMP BOUNDARY
20-FOOT BUFFER
CONCRETE PAVERS (IMPERVIOUS)
D.G. PAVING (PERVIOUS)
RESILIENT SURFACE (IMPERVIOUS)
CONCRETE (IMPERVIOUS)
A.C. PAVING (IMPERVIOUS)
PROPOSED STORM DRAIN
SPLIT RAIL FENCE
3-WIRE HABITAT FENCE
EXISTING CONTOUR
EXISTING STREET LIGHT
EXISTING MISC. UTIL. BOX
EXISTING MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
95 XX
PROPERTY LINE
MATCH LINE
SIGHT DISTANCE
BIOFILTRATION AREA
CATCH BASIN & GRATE
ATRIUM DRAIN
FLOW DIRECTION/BROW DITCH
TYPE 'F' CATCH BASIN
TYPE 'A' CLEAN OUT
CURB INLET CATCH BASIN
RIP RAP
PEDESTRIAN RAMP
CURB & GUTTER
CURB
3-FOOT WIDE V-GUTTER
PROPOSED DOMESTIC WATER
PROPOSED RECLAIMED WATER
PROPOSED SEWER
PROPOSED ELECTRIC LINE
SWSW
RWRW
WTRWTR
SLOPE
TRUNCATED DOME PAVERS
L.P.
TELEPHONE
TOP OF WALL
WATER VALVE
WATER METER
SANITARY SEWER
TOP OF CURB
TOP OF FOOTING (CMU WALL)
TOP OF GRATE
WATERW
W.M.
W.V.
T.F.
T.W.
S
T.G.
T.C.
TEL.
CHAIN LINK FENCE
CENTERLINE
HIGH POINT
ROOF DRAIN
POWER POLE
GRADE BREAK
RIGHT OF WAY
FIRE HYDRANT
FINISHED SURFACE
FINISHED FLOOR
EDGE OF PAVEMENT
CATCH BASIN
STORM DRAIN
CURB & GUTTER
P.P.
R.O.W., R/W
R.D.
ST.
IRR. OR IRRIG.
M.H.
STREET
IRRIGATION
LOW POINT
MANHOLE
G.B.
H.P.
H.C.
INV.
F.S.
F.H.
F.L.
HANDICAP
INVERT
FLOWLINE
DWY.
ELEC.
E.P.
F.F.
CONC.
C.O.
SD
DRIVEWAY
ELECTRIC
CONCRETE
CLEANOUT
C.B.
C&G
C.L.F.
C.L.
BLDG. BUILDING
TOP OF DECKT.D.
POINT OF CONNECTIONP.O.C.
DECOMPOSED GRANITE
P/A PLANTER AREA
D.G.
D.F.DRINKING FOUNTAIN
WROUGHT IRON FENCEW.I.F.
TOP OF SUBGRADET.O.S.
B.O.W. BACK OF WALK
TOP OF HEADWALLT.H.W.
CURB FACEC.F.
NOTICE TO CONTRACTOR:
THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF
ALL IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR THEIR BID(S) AND CONTRACT(S).
CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES
NO.DESCRIPTION QUANTITY
SEE SHEET C-5.01 FOR WATER / SEWER CONSTRUCTION NOTES
SEE SHEET C-3.01 FOR EROSION CONTROL CONSTRUCTION NOTES SEE SHEET C-4.01 FOR SIGNING / STRIPING CONSTRUCTION NOTES
ABBREVIATIONS
9 3' V-GUTTERC.F. TRANSITION14
NOTE:
·USE TYPE II/V CEMENT
·LIGHT BROOM FINISH - CONFIRM FINISH
W/LANDSCAPE PLAN
·ALL CONC. DRAINAGE DEVICES TO BE OF A
COLOR PER LANDSCAPE ARCHITECT SPECS.
FINISH
SURFACE
1"
4"
O
R
6 "
TOP OF CURB
CURB FACE
EXPANSION JOINT
PER LANDSCAPE
PLANS
PER PLAN
(5-FEET IF NOT SHOWN)
3'-0"
8"
P
.
C
.
C
.
6"
C
.
A
.
B
.
1-
1 /
2 "
1/2" R1/2" R
3/8" LIP
(TYP.)
FL ELEV.
PER PLAN
LIP ELEV.
PER PLAN
BATTER
SIDES
AT 6:1
4"
6"
TOP OF CURB
CURB FACE
EXPANSION JOINT
PER LANDSCAPE
PLANS
PER PLAN
(5-FEET IF NOT SHOWN)
0" CURB FACE TO 4" OR 6" CURB FACE
4" CURB FACE TO 6" CURB FACE
GUTTER WITHIN ADA PATH
3'-0"
7/
8 "
MA
X
.
0 LIP
(TYP.)FL ELEV.
PER PLAN
0" R0" R
0 LIP
(TYP.)
4.9%
MAX.
SCALE:
N.T.S.
SCALE:
N.T.S.
18" U-GUTTER17
6"
1-1/2"
6"6"18"
1/2" R
TYP.
6"
6"
C.
A
.
B
.
1/2" R
TYP.
2"
2%2%
NOTE:
·USE TYPE II/V CONCRETE CLASS 560-C-3250
·LIGHT BROOM FINISH
SCALE:
N.T.S.
7 EA
8 EA
51 EA
32 EA
3,705 LF
1 EA
5 EA
-
-
13,740 LF
8 EA
6 EA
14 EA
84 EA
2 EA
31 EA
17,072 SF
730 LF
11 EA
14 EA
940 LF
3,880 LF
7,660 LF
7,050 LF
83 EA
20 EA
6 EA
115 LF
530 LF
-
260 LF
2 EA
745 LF
1,350 LF
19,625 SF
-
-
-
31,650 SF
1 EA
24 LF
11 EA
6 EA
PROP. CMU RETAINING WALL
W/GUARDRAIL
- SEE STRUCTURAL PLANS
COMPACTED SUBGRADE PER SOILS
ENGINEER RECOMMENDATION
COMPACTED SUBGRADE PER SOILS
ENGINEER RECOMMENDATION
8"
8"
EQ
.
EQ
.
2 EA
CUT/FILL LINE
DAYLIGHT LINE
BTM.BOTTOM OF ALLAN WALL BLOCK
(NOT FINISH GRADE AT BOTTOM OF WALL)
PROP. CMU RETAINING WALL
- SEE STRUCTURAL PLAN
PROP. ALLAN BLOCK WALL
W/GUARDRAIL
- SEE STRUCTURAL PLANS
PROP. ALLAN BLOCK RET. WALL
- SEE STRUCTURAL PLAN
RETAININGRET.
GEOGRID FOR ALLAN BLOCK
SYMBOL
10 EA
95 LF
600 SF
12 "
P
O
N
D
I
N
G
DE
P
T
H
6"
M
I
N
.
FINISH SURFACE
PER PLAN
- 64.1 BASIN 'D'
- 88.0 BASIN 'G'
UPPER BIOFILTRATION
SURFACE ELEV. PER PLAN
- 63.1 BASIN 'D'
- 87.0 BASIN 'G'
ASTM A615, Gr60
C1)
STEEL:
3)
2)
CONCRETE:
SPECIFICATIONS:
F' = 3,250 p.s.i., TYPE II/V
POUR FOOTING AGAINST UNDISTURBED
OR COMPACTED SOIL
NOTE TO CONTRACTOR:
ALL CONC. FLATWORK AND VISIBLE DRAINAGE
STRUCTURES TO BE FINISHED AND COLORED
CONSISTENTLY PER SPECIFICATIONS. HEADWALL
TO BE FINISHED WITH NATINA STAIN.
VERIFY COLOR AND FINISH WITH LANDSCAPE
ARCHITECT AND SUBMIT SAMPLE FOR
APPROVAL PRIOR TO CONSTRUCTION.
MI
N
.
6 "
A
A
8"
11"
12 "
SECTION A-A
CONCRETE WEIR DETAIL - SEE BASIN 'D' SHEET 10 AND BASIN 'G' SHEET 16 SCALE:
N.T.S.
SCALE:
N.T.S.22
9 "
VA
R
I
E
S
-
SE
E
P
L
A
N
SECTION
ELEVATION
ASTM A615, Gr60
C1)
STEEL:
3)
2)
CONCRETE:
SPECIFICATIONS:
F' = 3,250 p.s.i., TYPE II/V
5' TYP.
POUR HEADWALL AGAINST UNDISTURBED
OR COMPACTED SOIL
1'
3 "
C
L
R
.
M
I
N
.
1-0"PIPE Ø 1'-0"
1'
PI
P
E
Ø
1'
-
6 "
4"
C
L
R
.
M
A
X
.
BE
T
W
E
E
N
B
A
R
S
3"
C
L
R
.
M
A
X
.
6" MIN.
NOTES:
1. TRASH RACKS SHALL BE CONSTRUCTED WITH RECTANGULAR SMOOTH STEEL TUBE WITH A MIN. 1-INCH BY
0.5-INCH BY 16 GA CROSS SECTION. THE TUBE STEEL SHALL MEET THE ASTM A513 REQUIREMENTS.
2. THE HEADWALL CONNECTION PLATES SHALL BE
1 2-INCH X 6-INCH PLATE AND SHALL BE A36 STEEL. THE
HEADWALL CONNECTION BOLTS SHALL BE 5
8-INCH RED HEAD WEDGE ANCHOR BOLTS (ICC-ES AC193) AND
SHALL BE DRIVEN TO A MIN. DEPTH OF 4-INCHES INTO CONCRETE.
3. ALL TRASH RACK COMPONENTS SHALL HAVE A CORROSION PROTECTIVE FINISH (HOT-DIPPED GALVANIZED).
4. ALL WELDS SHALL BE
1 4-INCH WELDS.
5. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION.
TRASH RACK
NOTE TO CONTRACTOR:
ALL CONC. FLATWORK AND VISIBLE DRAINAGE
STRUCTURES TO BE FINISHED AND COLORED
CONSISTENTLY PER SPECIFICATIONS. HEADWALL
TO BE FINISHED WITH NATINA STAIN.
VERIFY COLOR AND FINISH WITH LANDSCAPE
ARCHITECT AND SUBMIT SAMPLE FOR
APPROVAL PRIOR TO CONSTRUCTION.
CONCRETE HEADWALL (INLET) W/TRASH RACK
RIP-RAP WHERE SHOWN ON
PER PLAN
- SEE DETAIL 12, SHEET C-0.08
TRASH RACK
- SEE DETAIL ABOVE
SLOPE HEADWALL
AT 3:1
STORM DRAIN PIPE
PER PLAN
9" P.C.C. W/#5
@ 18" E.W.
PIPE INVERT PER PLAN
TOP OF HEADWALL
BOTTOM OF
CHANNEL PER PLAN
CONNECTION PLATE
WITH
AT LEAST ONE LOCKABLE
CLASP TO ATTACH
RACK TO PLATE
FACE OF HEADWALL
STORM DRAIN PIPE PER PLAN
CONNECTION PLATE
WITH HINGE
TO ALLOW TRASH
RACK TO SWING OPEN
1'
-
6 "
3:1 MAX. SLOPE
COBBLE SURFACE
PER LANDSCAPE
ARCHITECT
RIP-RAP WHERE SHOWN
ON PER PLAN
- OMIT FOR OVERFLOW
HEADWALL
CONSTRUCT TRASH
RACK PER ABOVE
DETAIL
OVERALL WIDTH PER PLAN
- 22.0' FOR BASIN 'D'
- 16.0 FOR BASIN 'G'
WEIR WIDTH PER PLAN
- 10' FOR BASINS 'D' AND 'G'
*8" P.C.C. W/#5
@ 18" E.W.
ELEVATION
24 2
4 -
24 "
O
P
E
N
I
N
G
PLAN (FLAT TYPE)
5"
5"
CATCH BASIN & GRATE
PRE-CAST CONCRETE CATCH
BASIN WITH FRAME
- BROOKS PRODUCTS 2424
CB OR EQUAL
CAST IRON GRATE
- BROOKS PRODUCTS 2424 OR
EQUAL
- 1/2" MAX. SLOT
- GALVANIZED FINISH
- USE BLACK NDS DOMED
GRATES IN PLANTING AREAS
OR EQUAL
STORM DRAIN PIPE
- SIZE & TYPE PER PLAN
NOTE:
·USE DOMED GRATE IN PLANTING AREAS.
·GRATES LOCATED IN ACCESSIBLE AREAS
ARE TO HAVE ADA COMPLIANT
OPENINGS.
·USE 3,250 p.s.i., TYPE II/V CONCRETE
FLOW
INVERT ELEVATION
PER PLAN
STORM DRAIN SIZE &
TYPE PER PLAN
24" OPENING 5"5"
TOP OF GRATE
(TG) PER PLAN
- USE DOMED
GRATES IN
PLANTING
AREAS
6"
1/
2 "
MI
N
.
D
E
P
T
H
=
7"
F
O
R
U
P
T
O
4 "
P
I
P
E
POURED IN PLACE
P.C.C. BASE
WITH SLOPE TO DRAIN
SLOPE PER PLAN
20 INLET STORM DRAIN
PER PLAN
ROUND ATRIUM DRAIN21
NOTE:
USE FLAT GRATE IN TURF AREAS .
STORM DRAIN SIZE &
TYPE PER PLAN
USE 90° HUB x HUB
ELBOW FOR END OF
LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN
INVERT ELEVATION
PER PLAN
4"Ø PVC SCH 40 PIPE
ADAPTOR
- NDS OR EQUAL
- SIZE AS REQUIRED FOR
PIPE SIZE
6" BLACK ROUND ATRIUM DRAIN
- NDS OR EQUAL
- USE FLAT GRATE IN TURF AREAS TOP OF GRATE
(TG) PER PLAN
1'
M
I
N
.
FLOW
SLOPE
PER
PLAN
SLOPE
PER
PLAN
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
4 SHEET C-0.04SCALE:
N.T.S.RESILIENT SURFACE DRAIN26
FINISH GRADE PER PLAN
RUBBER AND CONCRETE SURFACING PER LANDSCAPE ARCHITECT'S PLAN
PRE-CAST CONCRETE CATCH BASIN WITH FRAME
- BROOKS PRODUCTS 1212 CB OR EQUAL
CAST IRON GRATE
- BROOKS PRODUCTS 1212 OR EQUAL - 1/2" MAX. SLOT - GALVANIZED FINISH 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL WRAPPED AROUND GRATE. 2 3
LEGEND
4 5
5 4
1 3
TOP OF GRATE
(TG)
PER PLAN
INVERT
(INV)
PER PLAN
FLOW
STORM DRAIN SIZE &
TYPE PER PLAN POURED IN PLACE
P.C.C. BASE
WITH SLOPE TO DRAIN
2 0.5% MIN.0.5% MIN.
27 SCALE:
N.T.S.
SCALE:
N.T.S.
LOWER BIOFILTRATION
SURFACE ELEV. PER PLAN
- 62.0 BASIN 'D'
- 83.0 BASIN 'G'
12 "
M
I
N
.
12 "
P
O
N
D
I
N
G
DE
P
T
H
12 "
P
O
N
D
I
N
G
DE
P
T
H
VA
R
I
E
S
1. 1
-
F
E
E
T
B
A
S
I
N
'
D
'
4-
F
E
E
T
B
A
S
I
N
'
G
'
LOWER BIOFILTRATION SURFACE
PONDING ELEV. PER PLAN
- 63.0 BASIN 'D'
- 84.0 BASIN 'G'IMPERMEABLE
LINER
18" DEPTH 3/4" CLEAN
CRUSHED ROCK
24" MIN. DEPTH OF
ENGINEERED SOIL
4" DEPTH CLEAN
WASHED PEA GRAVEL
UNDISTURBED OR
COMPACTED SOIL PER
SOILS ENGINEER
RECOMMENDATIONS
COMPACTED SUBGRADE PER SOILS
ENGINEER RECOMMENDATION
ELEVATION
COMPACTED SUBGRADE PER SOILS
ENGINEER RECOMMENDATION
30"
3"
C
L
R
.
3-#5 @ CONT.
TOP AND BOTTOM
DETAILS
MINERAL COMPONENT RANGE REQUIREMENTS
PERCENT RANGE COMPONENT
70-80 SAND
15-20 SILT
5-10 CLAY
NOTE TO CONTRACTOR:
DURING BASIN CONSTRUCTION, PRECAUTIONS MUST BE TAKEN TO PREVENT
ENGINEERED SOIL BED COMPACTION BY CONSTRUCTION EQUIPMENT AND SEDIMENT CONTAMINATION BY RUNOFF. BASIN EXCAVATION AND
ENGINEERED SOIL PLACEMENT SHOULD BE PERFORMED WITH EQUIPMENT PLACED OUTSIDE THE BASIN BOTTOM WHENEVER POSSIBLE. LIGHT EARTH
MOVING EQUIPMENT WITH OVERSIZED TIRES OR TRACKS SHOULD BE UTILIZED WHEN THE BASIN MUST BE ENTERED.
BROOKS PRODUCTS 3636
CATCH BASIN AND GRATE
3'
3:1
S
L
O
P
E
MA
X
.- SE
E
P
L
A
N
6" PERFORATED PVC PIPE @ 0% SLOPE
5-FEET O.C.
- PLACE PERFORATIONS DOWN
PO
N
D
I
N
G
D
E
P
T
H
-
E
VARIES - SEE PLAN FOR SHAPE
8 DEPTH 3/4" CLEAN
CRUSHED ROCK
- ANGULAR
18" MIN. DEPTH OF ENGINEERED
SOIL
3"
SO
I
L
S
M
E
D
I
A
DE
P
T
H
-
A
(1
8 "
M
I
N
.
)
GR
A
V
E
L
D
E
P
T
H
-
B
3" STANDARD SHREDDED AGED
HARDWOOD MULCH
3"
SURFACE
ELEV. PER
PLAN
PER PLAN
BOT. ROCK ELEV. PER PLAN
IMPERMEABLE LINER
IMPERMEABLE LINER
- 30 MIL (MIN.)
ALLAN BLOCK
WALL WHERE
SHOWN ON PLAN
12 "
F
R
E
E
B
O
A
R
D
4" DEPTH CLEAN WASHED
PEA GRAVEL
EXCAVATED SLOPE
1:1 MAX.
FLOW CONTROL OUTLET FOR
HYDROMODIFICATION - C
SEE DETAIL AND TABLE ON
SHEET C-0.08 FOR
HYDROMODIFICATION
OUTLETS FOR BASINS BC, E,
F, AND H
BMP SUMMARY TABLE
BMP
TRIBUTARY
AREA
(ACRES)
DIMENSIONS
BMP AREA
(SQUARE
FEET)
SOILS MEDIA
DEPTH - A
(INCHES)
GRAVEL
DEPTH - B
(INCHES)
LOWER
ORIFICE
DIAMETER -
C (INCHES)
RISER DEPTH
- D (INCHES)
PONDING
DEPTH - E
(INCHES)
SURFACE
DEPTH - F
(INCHES)
A 1.30 596 18 12 N/A 6 6 27
BC 0.90 1,604 18 12 5/8 18 6 24
D 0.56 1,080 18 12 N/A 9 9 18
E 8.30 3,971 18 12 3-1/8 18 6 24
F 4.48 2,042 18 12 2-1/4 18 6 28
G 5.19 2,033 18 12 N/A 9 9 24
H 10.60 4,761 18 12 3 20 6 33
I 0.29 134 18 12 N/A 6 6 24
J 0.27 99 18 12 N/A 6 6 24
K 1.39 779 18 12 N/A 6 6 24
L 0.21 80 18 12 N/A 6 6 24
BIOFILTRATION AREA WITH UNDERDRAIN
RI
S
E
R
D
E
P
T
H
-
D
SU
R
F
A
C
E
D
E
P
T
H
-
F
3"
MI
N
.
A
INLET IN BROW-DITCH28
SECTION A-A
90° HUB x HUB ELBOW
- NDS OR EQUAL
- SIZE PER PLAN
INVERT ELEVATION
PER PLAN
A
PROP. WALL/BLDG.
WHERE OCCURS
-BY OTHERS
PVC SCH 40 PIPE
-SIZE PER PLAN
TOP OF GRATE
(TG) PER PLAN
MASTIC JOINT
4"
CONCRETE
BROW-DITCH PER
PLAN
0.25%
6"
-
1 2
"
D
I
T
C
H
12 "
-
2 4
"
D
I
T
C
H
MIN.
CONSTRUCT 4"
CONCRETE
CUTOFF WALL
AT END OF
V-DITCH ONLY
12" TRANSITION - 12" DITCH
24" TRANSITION - 24" DITCH
PROP. WALL/BLDG
WHERE OCCURS
3"
OR
4"
3"
OR
4"
4"
12" OR 24"
CUT-OFF WALL BEYOND
AND END OF DITCH
ONLY
NOTE:
·ALL CONC. DRAINAGE DEVICES WITHIN
LANDSCAPE SLOPES TO BE OF A COLOR
PER LANDSCAPE ARCHITECT SPECS.
·USE 3,250 p.s.i., TYPE II/V CONCRETE
ADAPTOR
- NDS OR EQUAL
- SIZE AS REQUIRED FOR
PIPE SIZE
6x6-10/10 W.W.M.
JOIN EXIST.
ELEV.
EXIST. SLOPE
VARIES
-2:1 MAX.
9" FOR 12" WIDE DITCH
12" FOR 24" DITCH
BLACK HIGH STRENGTH
PLASTIC ATRIUM DRAIN -
NDS OR EQUAL
9" FOR 12" WIDE DITCH
12" FOR 24" WIDE DITCH
BLACK HIGH STRENGTH
PLASTIC ATRIUM DRAIN -
NDS OR EQUAL
A
A
12" OR 24"
MATCH GUTTER WIDTH
CONCRETE
BROW-DITCH PER
PLAN
0.25%
MIN.
12" TRANSITION - 12" DITCH
24" TRANSITION - 24" DITCH
PROP. WALL/BLDG
WHERE OCCURS
12 "
M
I
N
.
PE
R
P
L
A
N
3"
-
1 2
"
D
I
T
C
H
4"
-
2 4
"
D
I
T
C
H
3"
-
1 2
"
D
I
T
C
H
4"
-
2 4
"
D
I
T
C
H
9" FOR 12" WIDE DITCH
12" FOR 24" WIDE DITCH
BLACK HIGH STRENGTH
PLASTIC ATRIUM DRAIN -
NDS OR EQUAL
0.25%
MIN.
12" TRANSITION - 12" DITCH
24" TRANSITION - 24" DITCH
12" OR 24"
MATCH GUTTER WIDTH
@ END OF V-DITCH
PLAN
2"
12 "
M
I
N
.
12"
SUBDRAIN35
FILTER FABRIC - TYPAR MODEL NO. 3301,
AVAILABLE FROM REEMAY CO. (800) 321-6771.
3/4" TO 1-1/2" OPEN GRADED GRAVEL - NOT
LESS THAN 2 SQUARE FEET PER LINEAR FOOT
4" P.V.C. (SCH 40) PERFORATED PIPE,-
PERFORATED HOLES AT THE BOTTOM
4"±4"±
FULL OVERLAP OF FILTER FABRIC
STORM DRAIN CLEANOUT37
FLOW
2"
FINISH GRADE
- HARDSCAPE/AC/PCC
BODY AND COVER PER
BROOKS PRODUCTS
NO. 3-RT OR EQUAL
6" TYP.
6"
T
Y
P
.
2"
MI
N
.
ROUND CONCRETE
COLLAR - CAN OMIT
COLLAR IF ADJACENT
PAVEMENT IS AT LEAST
4" THICK
PAVED AREA PLANTING AREA
6" TYP.
FLUSH
SQUARE CONCRETE
COLLAR
CAP WITH SCREW TOP
PVC 45° WYE
- USE 45° HUB x HUB ELBOW
FOR END OF LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN
STORM DRAIN SIZE &
TYPE PER PLAN
4" - 45° HUB x HUB ELBOW
- NDS OR EQUAL
4" PVC PIPE (SCH 40)
- NDS OR EQUAL
NOTE:
·USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS
·USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS ·BACKFILL TO TOP OF 45° BEND WITH SAME MATERIAL AS PIPE BACKFILL
UNDISTURBED SOIL
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
5 SHEET C-0.0524/25 SCALE:
N.T.S.
SCALE:
N.T.S.
SCALE:
N.T.S.
SCALE:
N.T.S.
FILTER FABRIC MARAFI 140 N OR
APPROVED EQUAL ABOVE GRAVEL
BEDDING PER S.D.R.S.D.
DRAWING NO. D-60
12 "
M
I
N
.
PE
R
P
L
A
N
3"
-
1 2
"
D
I
T
C
H
4"
-
2 4
"
D
I
T
C
H
3"
-
1 2
"
D
I
T
C
H
4"
-
2 4
"
D
I
T
C
H
SUBDRAIN PER PLAN
COMPACTED SUBGRADE PER SOILS
ENGINEER RECOMMENDATION
DETAILS
2'
2'
1'
LINER TERMINATION
ON SLOPE
ENGINEERED SOIL MEDIA REQUIREMENTS
THE ENGINEERED SOIL MEDIA SHALL BE NUTRIENT-SENSITIVE THAT MEETS
THE GUIDELINES AS SPECIFIED IN THE COUNTY OF SAN DIEGO BEST MANAGEMENT PRACTICE DESIGN MANUAL (BMPDM) FACT SHEET BF-2 AND SECTION F.2 OF APPENDIX F. THE ACTUAL NUTRIENT CONTENT AND
ORGANIC CONTENT SHOULD BE MEASURED WHEN SPECIFYING THE MIX PROPORTIONS.
THE TRIP TICKET, OR CERTIFICATE OF COMPLIANCE, SHALL BE MADE
AVAILABLE TO THE INSPECTOR TO PROVE THE ENGINEERED MIX MEETS THIS SPECIFICATION.
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.06
6 DETAILS
* 8"
* NOTE:
CITY OF CARLSBAD
MODIFICATION TO
SDRSD STD.
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.07
7 DETAILS
* 6" x 6" x #10 x #10 WWM
* NOTE:
CITY OF CARLSBAD
MODIFICATION TO
SDRSD STD.
12" MIN. - PER PLAN
6"
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.08
8 STORM DRAIN SIZE &
TYPE PER PLAN
USE 90° HUB x HUB
ELBOW FOR END OF
LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN
INVERT ELEVATION
PER PLAN
4" PVC SCH 40 PIPE
1'
M
I
N
.
FLOW
NOTE:
·GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE ADA COMPLIANT OPENINGS. ·INSTALL DRAIN IN P.C.C. SIDEWALK PER MANUFACTURER'S RECOMMENDATIONS. ·DECK DRAINS ARE TO BE PLACED AT EXPANSION JOINT OR CONTROL JOINT INTERSECTIONS UNLESS OTHERWISE SHOWN.
CONCRETE SURFACE PER LANDSCAPE ARCHITECT'S PLAN
DRAINLINE CONNECTION TO STORM DRAIN LINE PER STORM DRAIN PLANS
FINISH SURFACE PER GRADING PLANS
1 4" DECK DRAIN, JOSAM DRAIN MODEL NO. 3004-5S-VP-2, OR APP'D EQUAL.
VANDAL PROOF SCREWS, SATIN BRONZE FINISH
2 3
LEGEND
4 2%
MAX.
2%
MAX.
8"8"
TYPICAL INSTALLATION
NOT TO SCALE
DECK DRAIN
EXPANSION
/CONTROL JOINT
DECK DRAIN
EXPANSION
/CONTROL JOINT
WALL
4"
±
(P
E
R
P
L
A
N
)
2"
TOP OF GRATE
(TG) PER PLAN1
3 4 2
DECK DRAIN42 SCALE:
N.T.S.
DETAILS
EARTHEN SWALE-
FLOW LINE (FL) ELEVATION PER
PLAN
2'
1'
4"
SURFACE TREATMENT
PER LANDSCAPE PLANS
SCALE:
N.T.S.
RISER OUTLET DETAIL FOR HYDROMODIFICATION-SCALE:
N.T.S.
DIMENSIONS OF BMP RISER HYDROMODIFICATION OUTLETS
BMP A
(INCHES)
B
(INCHES)
C
(INCHES)
D
(INCHES)
OUTLET X OUTLET Y OUTLET Z
DIA.
(INCHES)QUANTITY DIA.
(INCHES)QUANTITY
DIMENSIONS
[L (INCHES) X
H (INCHES)]
QUANTITY
BC 18 6 12 N/A 2 4x 4 2x N/A N/A
E 18 6 9 12 4 6x 6 6x 15 x 3 4x
F 18 6 9 12 4 2x 6 3x 24 x 2 2x
H 20 6 12 N/A 2 4x 4 4x N/A N/A
BROOKS PRODUCTS 3636
CATCH BASIN AND GRATE
PO
N
D
I
N
G
D
E
P
T
H
SURFACE
ELEV. PER
PLAN
B
C
A
D
OUTLET X
OUTLET Y
OUTLET Z
DECOMPOSED GRANITE PAVING3 SCALE:
N.T.S.
NOTE:
·SEE ALSO DETAIL 5, SHEET L-2.01
1"
T
O
2 "
WIDTH = 3-FEET MIN.
LENGTH = 4-FEET MIN. UNLESS NOTED ON PLAN
12 "
±
RIP-RAP NOTES:
·ROCKS FOR GROUTED RIP-RAP SHALL BE NO. 2 BACKING SPECIFICATION AND LAID SIDE BY SIDE AND ON TOP OF EACH OTHER. ALL VOIDS BETWEEN THE ROCKS SHALL BE MINIMIZED AS MUCH AS POSSIBLE.
·ALL RIP-RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURFACE WITH PORTIONS EXTENDING 1" TO 2" ABOVE TOP OF ADJACENT GRADE.
·RIP-RAP APRON SHALL BE CONSTRUCTED IN A WORKMANLIKE MANNER AND COMPLETED TO THE SATISFACTION OF THE INSPECTOR.
UN-GROUTED RIP-RAP12
TOP OF PAD
(FG PER PLAN)
SURROUND PAD WITH
PERMEABLE FABRIC
- MIRAFI 140NC OR EQUAL
SCALE:
N.T.S.
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
DEMOLITION PLAN
9 0 20 40 80
SCALE: 1" = 40'
S
W E
SHEET D-1.01
WHITM
A
N
W
A
Y
F
A
R
A
D
A
Y
A
V
E
.
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
D-1.01
SHEET
D-1.02
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITH
PER DOC. #2002-0135146
(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESS
THE IMPROVEMENTS IN THE R.O.W.)
EASEMENT TO SAN DIEGO
COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
LIMITS OF
GRADING
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
NOTE TO CONTRACTOR:
CONTRACTOR TO SCHEDULE A SITE WALK
WITH THE CITY PRIOR TO START OF
DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.
NOTE TO CONTRACTOR:
CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.
LEGEND
EXISTING FENCE
DEMOLITION NOTES
A
DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.
NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE
AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)
WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES
ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.
C
B
D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY AND LANDSCAPE ARCHITECT PRIOR TO DEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER B
SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
MATCH LINE - SEE SHEET D-1.02
LIMITS OF
GRADING
SAN DIEGO COUNTY WATER AUTHORITY -
CARLSBAD DESALINATION CONVEYANCE
PIPELINE MACARIO TUNNEL PIT
LIMITS OF GRADING AND LOCATION OF ORANGE FENCING
NOTE TO CONTRACTOR:
THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-2B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S
LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND
IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED
RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL
FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.
REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE
REMOVE EXIST. HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) AND DISPOSE - SEE PRECISE GRADING PLANS
A
D
A
D
C
DHEADWALL,
SIDEWALLS,
AND PAD
C
D
C
B
A
A
LIMITS OF
GRADING
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
DEMOLITION PLAN
10 SHEET D-1.02
F
A
R
A
D
A
Y
A
V
E
.
0 20 40 80
SCALE: 1" = 40'
S
W E
DEMOLITION GENERAL NOTES
1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED.
2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS, PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE.
3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES.
4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED.
5. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED.
6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN.
7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND
SEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE
AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE COUNTY.
8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND:
·SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. ·IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE
PROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT
BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE.
·SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.
9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS.
10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES.
11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED
UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE.
12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.
14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND:
·SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF
EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS.
·SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. ·SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED.
15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED
TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND
FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.
16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN.
17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM
BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS.
18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS:
·SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING
CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.
·SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES.
·SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT
CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. ·SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. ·SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE.
·SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN.
19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR
ABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.
20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE.
21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.
22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND:
·SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. ·SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.
23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.
24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED
BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN.
MATCH LINE - SEE SHEET D-1.01
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
D
-
1 .
0 3
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
D
-
1 .
0 4
NOTE TO CONTRACTOR:
CONTRACTOR TO SCHEDULE A SITE WALK
WITH THE CITY PRIOR TO START OF
DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.
NOTE TO CONTRACTOR:
CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.
LEGEND
EXISTING FENCE
DEMOLITION NOTES
A
C
B
D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY AND LANDSCAPE ARCHITECT PRIOR TO DEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER
LIMITS OF GRADING AND LOCATION OF ORANGE FENCING
REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE
REMOVE EXIST. HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) AND DISPOSE - SEE PRECISE GRADING PLANS
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
D-1.01
SHEET
D-1.02
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.
NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE
AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)
WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES
ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.
NOTE TO CONTRACTOR:
THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-2B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S
LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND
IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED
RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL
FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.
B
B
B
A
HMP
BOUNDARY
HMP BOUNDAY
- RECORDED
COVENANT
INST. 2019-0151961
HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
20' OFFSET FROM
HMP BOUNDARY
HMP BOUNDARY
- RECORDED
COVENANT
INST. 2019-0151961
20' OFFSET FROM
HMP BOUNDARY
EXIST. TRAIL
HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
5' OFFSET FROM HMP BOUNDARY
- TRAIL ALLOWED WITHIN FIRST 15'
OF DEVELOPMENT SIDE
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
DEMOLITION PLAN
11 SHEET D-1.03
0 20 40 80
SCALE: 1" = 40'
S
W E
MATCH LINE - SEE SHEET D-1.04
MA
T
C
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L
I
N
E
-
S
E
E
S
H
E
E
T
D
-
1 .
0 1
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
D
-
1 .
0 2
NOTE TO CONTRACTOR:
CONTRACTOR TO SCHEDULE A SITE WALK
WITH THE CITY PRIOR TO START OF
DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.
NOTE TO CONTRACTOR:
CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
D-1.01
SHEET
D-1.02
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.
NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE
AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)
WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES
ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.
SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
NOTE TO CONTRACTOR:
THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-2B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S
LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND
IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED
RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL
FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.
LEGEND
EXISTING FENCE
DEMOLITION NOTES
A
C
B
D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY AND LANDSCAPE ARCHITECT PRIOR TO DEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER
LIMITS OF GRADING AND LOCATION OF ORANGE FENCING
REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE
REMOVE EXIST. HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) AND DISPOSE - SEE PRECISE GRADING PLANS
A
A
D
D
D
D
D
D
LIMITS OF
GRADING HMP
BOUNDARY
EXIST. TRAIL
EXIST. TRAIL
EXIST. TRAIL
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
HMP
BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
DEMOLITION PLAN
12 SHEET D-1.04
0 20 40 80
SCALE: 1" = 40'
S
W E
F
A
R
A
D
A
Y
A
V
E
.
MATCH LINE - SEE SHEET D-1.03
MATCH LINE - SEE SHEET D-1.05
MA
T
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E
-
S
E
E
S
H
E
E
T
D
-
1 .
0 2
NOTE TO CONTRACTOR:
CONTRACTOR TO SCHEDULE A SITE WALK
WITH THE CITY PRIOR TO START OF
DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.
NOTE TO CONTRACTOR:
CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
D-1.01
SHEET
D-1.02
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.
NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE
AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)
WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES
ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.
SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
NOTE TO CONTRACTOR:
THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-2B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S
LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND
IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED
RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL
FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.
LEGEND
EXISTING FENCE
DEMOLITION NOTES
A
C
B
D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY AND LANDSCAPE ARCHITECT PRIOR TO DEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER
LIMITS OF GRADING AND LOCATION OF ORANGE FENCING
REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE
REMOVE EXIST. HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) AND DISPOSE - SEE PRECISE GRADING PLANS
B
B
A
D
C D
D
B
A
D D
D
D
A
A
A
A
LIMITS OF
GRADING
HMP
BOUNDARY
LIMITS OF
GRADING
20' OFFSET FROM
HMP BOUNDARY
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
DEMOLITION PLAN
13 SHEET D-1.05
0 20 40 80
SCALE: 1" = 40'
S
W E
FA
R
A
D
A
Y
A
V
E
.
MATCH LINE - SEE SHEET D-1.04
AT H
I
G
H
P
O
I
N
T
NOTE TO CONTRACTOR:
CONTRACTOR TO SCHEDULE A SITE WALK
WITH THE CITY PRIOR TO START OF
DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.
NOTE TO CONTRACTOR:
CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
D-1.01
SHEET
D-1.02
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.
NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE
AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)
WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES
ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.
SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
NOTE TO CONTRACTOR:
THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-2B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S
LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND
IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED
RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL
FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.
LEGEND
EXISTING FENCE
DEMOLITION NOTES
A
C
B
D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY AND LANDSCAPE ARCHITECT PRIOR TO DEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER
LIMITS OF GRADING AND LOCATION OF ORANGE FENCING
REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE
REMOVE EXIST. HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) AND DISPOSE - SEE PRECISE GRADING PLANS
DHEADWALL,
SIDEWALLS,
AND PAD
B
B
D
C
C
B
B
B B
HB
-
1 HB-
1 ELECTRIC
VEHICLEPARKINGONLY
ELECTRI
C
VEHICLEPARKIN
G
61 62
63 6465
6667
6869
70 28
27 26
25 24
23 22
21 20
19 18
17 10
1112
13 14
15 16
72 71
VA
N
VAN
VAN
*(55.09) FS
B.O.W.
74.90 FS
68.98 FS
56.39 FS
67.20 FS
69.47 FS
HP
91.30 FS
67.20 FS
0" CF
67.30 FS
TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITH
PER DOC. #2002-0135146
(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESS
THE IMPROVEMENTS IN THE R.O.W.)LIMITS OF
GRADING
HP
GUARDRAIL
59.94 TW
52.00 TF
55.5± FS
55.1± FS
69.20 FS
65.38 FS
62.99 FS
56.43 FS
59.54 FS
57.30 FS
PROP. BUS STOP
IMPROVEMENTS FOR ADA
ACCESSIBILITY
- 60" x 96" MIN. LEVEL PAD
- SEE DETAIL THIS SHEET
56.5 TMH
EXIST 30" RCP SD
*(48.20±) INV
50.03 INV 8"
51.0 INV 4"
14 .
0 '
1 0
.
0 '
55.75 TG
54.7 INV
62.5 TG
60.0 INV
68.75 TG
65.5 INV
59.0 TG
56.5 INV
69.0 TG
66.2 INV
66.5 TG
64.6 INV
10 .
0 '
8.0'
54.50 TG
51.75 INV
8"@
10.8%
8"@
7.3%
57.00 TW
52.00 BTM.
8.0'
4"
@0.5%
55.5 TG
54.7 INV
69.8 FS
HP
67.1 FG
69.33 TC
68.83 FS 0" CF
68.90 FS
0" CF
68.31 FS
68.70 FS
4" CF
68.50 TC
68.17 FS
4" CF
68.23 TC
67.90 FS
4" CF
67.76 TC
67.43 FS
0" CF
67.65 FS
4" CF
67.38 TC
67.05 FS
66.45 TC
65.95 FS
67.60 TC
67.10 FS
67.30 TC
66.80 FS
67.03 TC
66.53 FS
68.95 TC
68.45 FL
68.70 TC
68.20 FL
69.30 TC
68.80 FS
68.51 TC
68.01 FL
68.15 TC
67.65 FL
67.04 TC
66.54 FL
BASIN 'A'
54.0 SURFACE
51.75 SUBDRAIN OUT
51.50 BOT.
55.5 TG
54.8 INV
56.0 TG
55.0 INV
56.0 TG
54.8 INV
55.5 TG
54.4 INV
54.33 INV
56.28 TW
50.89 BTM.
56.28 TW
50.89 BTM.
VAR
I
E
S
36' T
O
5 1
'
VAR
I
E
S
36' T
O
5 1
'
3 0
.
0 '
3 0
.
0 '
55.75 TG
54.6 INV
55.20 FS
56.25 FS
56.33 FS
56.25 FS
66.03 FS 69.08 FS
63.08 FS
62.90 FS
59.63 FS
59.44 FS
54.33 INV
54.33 INV
55.34 FS
56.11 FS
(55.47)
B.O.W.
8"
@0.7%(55.39)
B.O.W.
(55.08)
B.O.W.
67.48 FS
67.68 FS
67.68 FS
4.8%
10%
10%
4.8%
4 .
8 %
4 .
8 %
10%
5%
3 32
3 12
12 2
28 28
28 28
20 20
32 32
32 40
22B
2 2
2 38
3 22A
28 2
2 12
12 12
5 5
5 5
5 7
6 6
1 77
6 6
25 28
20 20
23 32
12"
16 1
%
T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
28 32
32 1.8%
1%
1%1%
1%
4.8%1%
5%
23A
23A
1.8%
22B
2 :
1 2:1
P
R
O
P
.
B
L
D
G
.
6 7
.
7 0
F
F
*
*
6 7
.
2 8
P
A
D
22B
4"
@1%22A
4"
@1%22A
29 HP
56.5 FG
8"@
4.3%22B
8"@
1.1%22B
8"@
2.8%22B
66.75 FS
71.75 FS
1 %
T
Y
P
.
1.9 %
69.25 FS
69.45 FS
1.8%
69.13 FS
69.04 FS
69.35 FS
1.8 %
1.8 %
1.5 %
22A
4"22A
68.5 FL
61.4 FL
58.6 FL
C.O.
51.75 INV37
3 %1.8%
66.50 TC
65.83 FL
66.61 TC1
.
1 %
1.8 %
67.45 TC
66.95 FS
67.40 TC
66.90 FS
67.31 TC
66.81 FS
66.90 TC
66.40 FL
13 68.43 TC
67.93 FL
13 13
67.06 TC
66.56 FS
1.5 %
66.63 TC
66.13 FS
69.00 TC
68.50 FS
69.36 TC
68.86 FS
69.15 TC
68.65 FS
69.09 TC
68.59 FS
69.12 TC
68.62 FS
0.6%
68.67 FS
1.3 %
2%
68.50 FS
68.60 FS
4" CF
68.33 TC
68.00 FS
1. 8
%
0.9%
14 14
1.5 %
70.20 FS
67.43 FS
1. 4
%
1.6%
67.65 FS
67.65 FS
67.78 FS
67.63 FS
1%
4" CF
67.78 TC
67.45 FS
4" CF
67.43 TC
67.10 FS
14 14
1.4%
4" CF
67.04 TC
66.71 FS 67.40 FS
67.45 FS
67.10 FS
1 .
8 %
1%
13 17
32 67.04 FS
67.15 FS67.18 FS
67.24 FS
67.37 FS
67.51 FS
68.55 FS
68.32 FS
68.22 FS
67.88 FS
TW = FS+18"
TYP.
HP
56.0 FL
24 4"22A
35 36
36 35
SIDEWALK10
66.5 TG
64.5 INV
12 12
12 67.15 TG
64.6 INV42
67.4 TG
64.7 INV 21
67.94 FS
67.9 TG
66.0 INV 21
67.2 TG
65.0 INV21
67.65 FS
67.65 FS
67.30 FS
0 .
5 %
0. 7
%
67.54 FS
4. 8
%
4.8 %
68.54 FS
70.08 FS
69.98 FS69.93
FS
68.10 FS
68.20 FS
70.03 FS
70.08 FS
70.18 FS
4"22A
4.8%
68.4 TG
66.1 INV 21
HP
70.8 FS69.8 FS HP
70.1 FG
4"22A
67.63 FS
1. 6
%
56.92 TW
50.89 BTM.
56.28 TW
50.89 BTM.
90.5 FG 88.1 FG
4. 8
%
11 TYP.
11 TYP.
67.2 FG
66.9 FG
2:
1 MA
X
.
2:
1 MA
X
.
2:
1 MA
X
.
2:1
MAX.
R/W
R/W
R/W
R/W
R/W
59.5 FL
65.5 FL
69.5 FL
74.5 FL 79.5 FL 84.5 FL
89.5 FL
65.5 FL
74.3 FL
44 TYP.
56.8 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
PRECISE GRADING PLAN
14 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.01
MATCH LINE - SEE SHEET C-1.02
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 3
WHITM
A
N
W
A
Y
F
A
R
A
D
A
Y
A
V
E
.
A
A
SECTION A-A
NOT TO SCALE
1%
PROP. 2:1
MAX. SLOPE
PROP. 5" D.G./3" A.B. WALK
PROP. BROW DITCH
PROP. 2:1
MAX. SLOPE
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PROP. FENCE - SEE
LANDSCAPE PLANS
1'
MI
N
.
PROP. MOW CURB -
SEE LANDSCAPE
PLANS
15'
COLD JOINT PER LANDSCAPE
ARCHITECT PLANS
- SEE DETAIL 3, SHEET L-2.01
BUS STOP DETAIL
SCALE: 1" = 10'S
W E
R/W
8.0'
9 .
0 '
2.0'
5 .
0 '
3 CONSTRUCT CONCRETE SIDEWALK
PER S.D.R.S.D STANDARD DETAILS
G-7 AND G-9
F
A
R
A
D
A
Y
10'
HB-
1 HB
-
1 HB-
1 ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONL
Y
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRI
C
VEHICLE
PARKING
ELE
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
EL
E
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
EL
E
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
EL
E
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
ELE
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
44 45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 6465
6667
6869
70 43
42 41
40 39
38 37
36 35
34 33
32 31
30 29
28 27
26 25
24 23
22 21
20 19
18 17
1 2
3 4
5 6
7 8
9 10
1112
13 14
15 16
72 71
VA
N
VA
N
VA
N
VA
N
VAN
VAN
74.90 FS
68.98 FS
61.91 TC
61.41 FS
61.19 FS
67.20 FS
4" CF
67.00 TC
66.67 FS
69.47 FS
HP
66.80 TC
66.30 FL
65.75 TC
65.25 FL
(55.5) FS
(56.2) FS
(51.0±) TOP OF
HEADWALL
(41.6±) BOTTOM
OF HEADWALL
66.30 FS
66.01 CONC.
66.25 FS
66.50 FS
66.21 CONC.
67.20 FS
0" CF
67.30 FS
67.15 FS
EASEMENT TO SAN DIEGO
COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
LIMITS OF
GRADING
GUARDRAIL
54.49 TW
47.82 BTM.
HP
GUARDRAIL
59.94 TW
52.00 TF
55.5± FS
55.1± FS
69.20 FS
65.38 FS
59.54 FS
PROP. BUS STOP
IMPROVEMENTS FOR ADA
ACCESSIBILITY
- 60" x 96" MIN. LEVEL PAD
- SEE DETAIL THIS SHEET
56.5 TMH
EXIST 30" RCP SD
*(48.20±) INV
50.03 INV 8"
51.0 INV 4"
54.75 TMH
EXIST 18" RCP SD
*(49.29±) INV
50.12 INV 8" IN
68.75 TG
65.5 INV
59.0 TG
56.5 INV
66.2 INV
66.5 TG
64.6 INV
66.5 TG
63.9 INV 8"
66.5 TG
63.2 INV
66.5 TG
62.2 INV 12"
8.0'
54.50 TG
51.75 INV
8"@
7.3%
10. 0
'
55.50 TG
51.75 INV
54.33 INV
57.00 TW
52.00 BTM.
57.00 TW
52.00 BTM.
55.67 TW
53.33 TF
55.67 TW
52.67 TF
8.0'
4"
@0.5%
55.5 TG
54.7 INV
6.5'
8.0'
62.75 TG
62.0 SURFACE
59.75 SUBDRAIN IN
59.50 BOT.
57.0 INV 8" OUT
8 .
0 '
77.0 FS
GUARDRAIL
72.67 TW
65.00 TF
72.0 TW
70.5 TG
64.5 INV
4"
56.05 TG
55.45 INV
69.8 FS
HP
67.1 FG
HP
67.0 FG
HP
67.1 FG
69.33 TC
68.83 FS 0" CF
68.90 FS
0" CF
68.31 FS
68.70 FS
4" CF
68.50 TC
68.17 FS
4" CF
68.23 TC
67.90 FS
4" CF
67.76 TC
67.43 FS
0" CF
67.65 FS
4" CF
67.38 TC
67.05 FS
4" CF
66.68 TC
66.35 FS
0" CF
66.52 FS66.20 FS
0" CF
65.87 FS65.78 FS
4" CF
65.95 TC
65.62 FS
65.90 TC
65.40 FS
65.25 TC
64.75 FS
64.06 TC
63.56 FS
63.60 TC
63.10 FL
62.18 TC
61.68 FS
61.80 TC
61.30 FL
12" CF
63.50 TC
62.50 FS
10" CF
65.13 TC
64.30 FS
65.10 TC
64.60 FS
66.45 TC
65.95 FS
66.27 TC
65.77 FS
67.60 TC
67.10 FS
67.30 TC
66.80 FS
67.03 TC
66.53 FS
68.95 TC
68.45 FL
68.70 TC
68.20 FL
69.30 TC
68.80 FS
68.51 TC
68.01 FL
68.15 TC
67.65 FL
67.04 TC
66.54 FL
66.65 TC
66.15 FS66.24 TC
65.57 FL
65.65 TC
65.15 FL
64.50 TC
64.00 FL
66.08 TC
65.58 FS
64.90 TC
64.40 FS
54.0 SURFACE
51.75 SUBDRAIN OUT
BASIN 'BC'
54.0 SURFACE
51.75 INV SUBDRAIN OUT
51.50 BOT.
BASIN 'D'
56.5 FG
64.0 FG
63.1 SURFACE
60.60 BOT.
65.1 FG
56.0 FG
56.0 FG
4"
55.4 TG
54.4 INV
54.33 INV
55.5 TG
54.8 INV
56.0 TG
55.0 INV
56.0 TG
54.8 INV
55.5 TG
54.4 INV
54.33 INV
56.28 TW
50.89 BTM.
56.28 TW
50.89 BTM.
C.O.-G.B.
55.0 INV
C.O.
55.3 INV
12"
62.5 TG
59.5 INV 8"
8"
57.0 TC
56.5 TG/FS
55.4 INV
PROP. STREET
STRIPING PER
SEPARATE
PROJECT
WEIR
64.1 FS
62.0 SURFACE
59.50 BOT.
0" CF
66.54 FS
65.19 TC
64.69 FL
12" CF
64.6 TC
63.6 FS
66.20 FS
65.91 CONC.
66.03 FS 69.08 FS
59.63 FS
59.44 FS
62.94 FS
54.33 INV
54.33 INV
55.34 FS
(55.47)
B.O.W.
8"
@0.7%(55.39)
B.O.W.
(55.08)
B.O.W.
(54.59)
B.O.W.
(54.38)
B.O.W.
(54.36)
B.O.W.
(54.36)
B.O.W.
(54.38)
B.O.W.
56.5 FG
SEE SHEET C-2.01
FOR SD
PLAN/PROFILE
67.48 FS
67.48 FS
67.48 FS
67.68 FS
67.68 FS
1.5%
4.9%
2:1
MAX.
2:1
M
A
X
.
1.5 %
2 .
2 %
3.3 %
4 .
8 %
4 .
8 %
28 28
20 20
20 20
32 40
2 38
32 25
24 23
3 22A
28 2
2 2
2 12
12 12
12 12
12 4
3 29
5 5
5 5
5 5
5 25
24 7
7 6
6 6
6 6
8 2
7 1
1 1
1 1
7 6
77 7
7 6
6 6
69 13
13 13
28 2
22A
21 22
20 23
28 20
20 23
32 12"
32 12"
16 1%
T
Y
P
.
1%
T
Y
P
.
28 20
32 27 78.0 FS
1%1%
4.8%1%
23A
23A
1.8%
22B
2 EA
2 :
1 2:1
2:1
2:1
2:
1 P
R
O
P
.
B
L
D
G
.
6 7
.
7 0
F
F
*
*
6 7
.
2 8
P
A
D
PROP. BLDG.
67.50 FF
**67.08 PAD
22B
4"
@1%22A
4"
@1%22A
29 HP
56.5 FG
8"@
4.3%22B
1.1%22B 71.75 FS
1 %
T
Y
P
.
1.9 %
69.25 FS
69.45 FS
1.8%
69.13 FS
69.04 FS
69.35 FS
1.8 %
1.8 %
1.5 %
8"
@1.1%22B
1.8%
65.80 TC
65.30 FS
65.45 FS
64.45 TC
63.95 FS
63.04 TC
62.54 FS
62.79 TC
62.29 FS
1.8%
4.1%
63.18 FS
63.10 FS
2:
1 65.68 TG
63.45 INV 26
66.35 FS
65.06 CONC.
65.88 TG
63.5 INV
65.82 TG
63.0 INV 26
65.88 TG
63.1 INV 26
65.88 TG
63.5 INV 26
66.88 TG
62.0 INV26
66.88 TG
62.0 INV 26
65.88 TG
63.1 INV
65.88 TG
62.7 INV 26
65.88 TG26
66.10 FS
65.68 CONC.
66.20 FS
65.91 CONC.
62.8 TG
60.2 INV21
65.0 TG
62.8 INV 21
66.30 FS
66.01 CONC.
66.30 FS66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
67.30 FS
67.30 F
S
68.30 FS
69. 3
0 F
S
70.30 FS
67. 3
0 F
S
67. 3
0 F
S
67 .
3 0
F
S
6 7
.
3 0
F
S
68 .
3 0
F
S
68. 3
0 F
S
6 8
.
3 0
F
S
70.30 FS
70.01 CONC.
69.30 FS
69.01 CONC.69.30 FS
69.01 CONC.
69.30 FS
69.01 CONC.
65.88 TG
63.0 INV 26
4"22A
26 12"22C
22A
22A
22A
22A
22A
64.30 FS
22A
22A
22A
22A
39 39
39 12"22C
4"22C
8"22B
8"22B
4"22A
68.5 FL
58.6 FL
C.O.
51.75 INV37
3 %1.8%
66.50 TC
65.83 FL
CB #1
62.50 INV OUT
3015
22A 37
38 8"22B
8"22B
C.O.-G.B.
54.6 INV37
PROP. D
R
I
V
E
W
A
Y
AND STR
E
E
T
C
U
R
B
P
E
R
DWG. 5
4 6
-
1 CB #4
L=10'
55.3 INV IN
3015
57.09 TC
56.42 FL
57.57 TC
56.90 FL
1 .
8 %
6.9%
37 62.30 FS
61.26 TC
60.76 FL
61.45 TC
60.95 FL
60.93 TC
60.43 FL 4.8%
0" CF
60.69 FL
8 13
62.00 TC
61.50 FS
3.6%
63.70 TC
63.20 FL
64.04 TC
63.54 FS
63.71 TC
63.21 FS
1.8%
8"22B
12"22C
12"22C
8"22B
8"22B
61.88 TC
61.38 FS61.15 TC
60.65 FS
62.30 TC
61.63 FL
62.15 TC
61.48 FL
CB #3
58.00 INV OUT3015
4"22C
1.8 %
1.8%
64.26 TC
63.76 FL
C.O.
60.85 INV37
60.85 INV
59.75 INV
C.O.
57.00 INV37
13 6
64.86 TC
64.36 FS
17 1.
9 %
66.05 TC
65.55 FS
65.94 TC
65.44 FS
65.54 TC
65.04 FL
13 7
66.61 TC
66.11 FS
66.52 TC
66.02 FS
66.45 TC
65.95 FS
66.11 TC
65.61 FL
1 .
1 %
1.8 %
67.45 TC
66.95 FS
67.40 TC
66.90 FS
67.31 TC
66.81 FS
66.90 TC
66.40 FL
13 68.43 TC
67.93 FL
13 13
67.06 TC
66.56 FS
1.5 %
66.24 TC
65.74 FS
66.42 TC
65.92 FS
66.63 TC
66.13 FS
10" CF
65.18 TC
64.35 FS
6 1.6%
56.0 FG
69.00 TC
68.50 FS
13 13
69.36 TC
68.86 FS
69.15 TC
68.65 FS
69.09 TC
68.59 FS
69.12 TC
68.62 FS
0.6%
68.67 FS
1.3 %
2%
68.50 FS
68.60 FS
4" CF
68.33 TC
68.00 FS
1.8 %
0.9%
14 14 1.5
%
70.20 FS
67.43 FS
1. 4
%
1.6%
67.65 FS
67.65 FS
67.78 FS
67.63 FS
1%
4" CF
67.78 TC
67.45 FS
4" CF
67.43 TC
67.10 FS
14 14
1.4%
4" CF
67.04 TC
66.71 FS 67.40 FS
67.45 FS
1.4%
67.10 FS
4" CF
66.85 TC
66.52 FS
1.3%
4" CF
66.75 TC
66.42 FS
66.31 FS
1 .
8 %
14 1.8%
1.8%
1.8 %
14 66.10 FS
65.81 CONC.
0.9%
65.98 TC
65.48 FS
65.80 TC
65.30 FS
66.20 FS
0.5%
1.2%
67.40 FS
66.94 FS
67.35 FS
66.85 FS
1.8%
4 .
8 %
1.8%
67.48 FS
67.28 FS
67.45 FS
3.1 %
1%
13 17
66.32 TC
65.65 FL
CB #2
62.30 INV OUT
3015
8"22B
C.O.-G.B.
61.00 INV37
56.0 FG
54.33 INV 23
C.O.
51.75 INV 37
C.O.-G.B.
54.6 INV 37
8"22B
56.5 FG
32 TYPE A
TYPE D-MOD.
F.H.
SEE SHEET
C-5.01
TRANS. PER
ELEC. PLANS
70.00 TW
67.00 TF
76.8 TG
74.5 INV21
4"22A
65.76 FS
65.92 FS
66.03 FS
66.11 FS
66.16 FS
66.59 FS
66.70 FS
66.54 FS
66.61 FS
66.71 FS
66.80 FS
66.96 FS
66.90 FS
67.03 FS
67.19 FS
67.36 FS
67.04 FS
67.15 FS67.18 FS
67.24 FS
67.37 FS
67.51 FS
68.55 FS
68.32 FS
68.22 FS
67.88 FS
1 %
60.68 FL
60.75 FS/LIP
61.06 FS
61.28 FS
0" CF
61.48 FS
0" CF
62.08 FS
61.98 TC
61.48 FS
62.05 TC
61.55 FS
62.15 FS
61.50 FS
62.08 TC
61.58 FS
66.00 FS
4"22A
66.4 TG
63.0 INV 21
TW = FS+18"
TYP.
TW = FS+18"
TYP.
C.O.
58.61 INV
1.8%
1.8 %
12:1 MAX.
12:1
M
A
X
.
12 :
1 M
A
X
.
71.43 FS71.34 FS
68.84 FS
68.75 FS
57.16 56.12 TC
55.72 FS
68.0 TG
64.0 INV 21
22A
HP
56.0 FL
24 40
40 4"22A
35 36
36 35
DAYLIGHT
IN SLOPE
46.5 INV
36 GUARDRAIL
71.33 TW
65.67 TF
35 36
GUARDRAIL
69.33 TW
65.00 TF
67.33 TW
65.00 TF
4"22A
36 35
10'
67.1 FG
3 :
1 65.95 FS
65.8 TG
63.0 INV21
4"22A
66.25 FS
66.21 FS
67.20 FS
66.8 TG
63.0 INV21
67.18 TG
63.5 INV42
66.5 TG
64.5 INV 21
66.5 TG
64.5 INV 21
4"22A
12 12
12 67.15 TG
64.6 INV42
67.4 TG
64.7 INV 21
67.94 FS
67.9 TG
66.0 INV 21
67.2 TG
65.0 INV21
67.65 FS
67.65 FS
67.30 FS
1.1%
0 .
7 %
0 .
5 %
67.30 FS
0 .
5 %
0. 7
%
67.54 FS
4. 8
%
4.8 %
68.54 FS
70.08 FS
69.98 FS69.93
FS
68.10 FS
68.20 FS
70.03 FS
70.08 FS
70.18 FS
4"22A
4.8%
68.4 TG
66.1 INV 21
HP
70.8 FS69.8 FS HP
70.1 FG
4"22A
4"22A
67.63 FS
1. 6
%
56.92 TW
50.89 BTM.
56.28 TW
50.89 BTM.
4. 8
%
11 TYP.
11 TYP.
11 TYP.
11 TYP.
11 TYP.
C.O.
59.2 INV 37
67.2 FG
66.9 FG
66.0 FG
2:
1 MA
X
.
R/W
R/W
R/W
SEAT WALL PER
LANDSCAPE PLANS
-TYP.
MOW CURB PER
LANDSCAPE PLANS
-TYP.
65.5 FL
44 TYP.
44 TYP.
TYP.
44 C.O.-G.B.
55.35 INV37
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
15 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.02
MATCH LINE - SEE SHEET C-1.01
MA
T
C
H
L
I
N
E
-
S
E
E
SH
E
E
T
C
-
1 .
0 3
F
A
R
A
D
A
Y
A
V
E
.
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 4
MATCH LINE - SEE SHEET C-1.06
2%
EXIST. SLOPE
- VARIES 3.5:1 TO 5:1
EXIST. CONCRETE
CULVERT WITH WING
WALLS
PUNCHED HOLES IN EXIST.
CONC. BASE TO PROHIBIT
WATER FROM POOLING
EXIST.
SLOPE
SECTION K-K
NOT TO SCALE
PROP. 2:1
MAX.
SLOPE
START NEW SLOPE
AT BASE OF EXIST.
CULVERT
HEADWALL
(OPENING)
FARADAY AVE.
PROP.
D.G.
WALK
K
K
PROP. RETAINING
WALL
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
** NOTE TO CONTRACTOR:
VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /
VAPOR BARRIER / COMPACTED FILL] W/STRUCTURAL
DRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
SAN DIEGO COUNTY
WATER AUTHORITY -
CARLSBAD DESALINATION
CONVEYANCE PIPELINE
MACARIO TUNNEL PIT
L
L
SECTION L-L
NOT TO SCALE
PROP.
PAVEMENT
30'8'
PROP. CURB
& GUTTER
PROP.
SIDEWALK
PROP.
CURB
PROP. 2:1
MAX. SLOPE
Q
Q
R
R
PROP.
PAVEMENT
24'6.5'
PROP. CURB
& GUTTER
PROP.
SIDEWALK
PROP.
CURB
PROP. 3:1
MAX. SLOPE
SECTION Q-Q
NOT TO SCALE
PROP.
PAVEMENT
44'6.5'
PROP. CURB
& GUTTER
PROP.
SIDEWALK
PROP.
CURB
SECTION R-R
NOT TO SCALE
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
HB-
1 HB-
1 58
59 *(87.97) FS
B.O.W.
85.50 FS
84.65 FS
67.20 FS
80.35 FS
80.10 FS
78.85 FS
91.30 FS
82.55 FS
77.65 FS
67.20 FS
67.15 FS
HMP
BOUNDARY
66.5 TG
64.6 INV
66.5 TG
63.9 INV 8"
66.5 TG
63.2 INV
66.5 TG
62.2 INV 12"
14 .
0 '
10.0'
10 .
5 '
10.0 '
10.0 '
88.10 TG
85.0 INV
85.0 TG
82.0 INV
79.5 TG
76.5 INV
77.0 FS
72.0 TW
70.5 TG
64.5 INV
4"
82.83 TW
81.34 BTM.10.5'
HP
67.1 FG
HP
67.0 FG
HP
67.1 FG
76.0 TG
72.5 INV
0" CF
66.52 FS
88.5 TG
86.0 INV
77.5 TG
74.5 INV
88.81 FS
88.70 FS
66.54 FS
HP
84.75 FS
HP
91.80 FS
80.25 FS
80.25 FS
80.25 FS
80.00 FS
79.00 FS
79.00 FS
HP
84.25 FL
SEE SHEET C-2.02
FOR SD
PLAN/PROFILE
67.48 FS
67.48 FS
67.48 FS
67.68 FS
2 .
2 %
4 .
8 %
4 .
8 %
4 .
8 %
4.8 %
4.8%
4.8%
4. 8
%
4. 8
%
3 .
5 %
3. 1
%
3.3%
3 20
20 20
20 3
12 12
332
2 32
32 28
28 28
32 2
3 3
3 3
32 32
1 5
%
12 28
12 2
323
3 3
21 28
28 1%
T
Y
P
.
1%
T
Y
P
.
1% T
Y
P
.
1% TYP
.
1% TYP
.
1%
T
Y
P
.
1% TYP.
1% T
Y
P
.
1% T
Y
P
.
1%
T
Y
P
.
1% TY
P
.
32 32
32 32
1 %
1.8%
1.8%
1 .
8 %
5%
1. 4
%
2 :
1 2
:
1 P
R
O
P
.
B
L
D
G
.
PROP. BLDG.
67.50 FF
**67.08 PAD
4"22A 12"22C
22A
8"22B
90.3 FL
8"22B
8"22B
8"22B
8"22B
0. 5
%
1.2%
88.1 FL
8"22B
8"22B
4"22A
*(87.4±) FS
B.O.W.
*(88.7±) FS
B.O.W.
(7.7%)
87.60 FS
87.80 FS
89.14 FS 88.98 FS
88.75 FS
88.77 FS
88.87 FS
89.00 FS
88.25 FL
12"22C
1.6%
67.65 FS
67.40 FS
67.45 FS
1.4%
67.10 FS
1.8%
1.2%
67.40 FS
66.94 FS
67.35 FS
66.85 FS
1.8%
4 .
8 %
1.8%
67.48 FS
67.28 FS
67.45 FS
3.1 %
4"22A
75.0 TG
73.0 INV 21
66.59 FS
66.70 FS
66.61 FS
66.71 FS
67.36 FS
4"22A
66.4 TG 21
TW = FS+18"
TYP.
TW = FS+18"
TYP.
74.67 TW
72.33 TF
1.8%1.8%
1.8 %
12:1 MAX.
12:1
M
A
X
.
74.03 FS
73.93 FS
71.43 FS71.34 FS
68.84 FS
68.75 FS
GUARDRAIL
71.33 TW
65.67 TF
35 SIDEWALK10
73.8 FG
67.1 FG
3 :
1 HP
89.20 FS
LP
88.50 FS
87.5 FL
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
96.4 FL
90.50 TW
89.52 BTM.
1. 4
%
4"22A
32 1.9%
87.0 FL
84.45 INV 31
87.9 TG
86.0 INV 28
HP
88.6 FG
32 32
32 32
12"
22C12"
12"
90.5 FL
102.9 FL
4"
107.0 FL
32 12"
116.75 FL
35 32
12"
90.0 TG
87.0 INV 28
67.20 FS
66.8 TG
63.0 INV21
67.18 TG
63.5 INV42
66.5 TG
64.5 INV 21
66.5 TG
64.5 INV 21
4"22A
12 67.65 FS
67.30 FS
1.1%
0. 7
%
0 .
5 %
67.30 FS
0 .
5 %
0. 7
%
4"22A
36 HP
GUARDRAIL
96.84 TW
85.73 BTM.
11 TYP.
11 TYP.
102.1 FG
95.5 FG
105.5 FG
2:1
MAX.
2:1
MAX.
2:1
MAX.
2:1
MA
X
.
2:1
MA
X
.
2:1
MAX.
2:1
MA
X
.
2:1 MAX.
2:1
MA
X
.
R/W
SEAT WALL PER
LANDSCAPE PLANS
-TYP.
MOW CURB PER
LANDSCAPE PLANS
-TYP.
43 32
12"
89.5 FL
89.5 FL
88.5 FL
88.5 FL
90.5 FL
94.5 FL
104.5 FL
104.5 FL
114.5 FL
114.5 FL
79.5 FL
79.5 FL
77.2 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
89.0 FL
88.0 FL
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
16 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.03
MATCH LINE - SEE SHEET C-1.05
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 1
MATCH LINE -
SEE SHEET C-1.04
WHITMAN W
A
Y
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
SEE DETAIL 'A' SHEET C-1.03 FOR
TYPICAL BROW DITCH TO CATCH
BASIN TYPE 'F' TRANSITION
TRANSITION FROM BROW DITCH TO CATCH BASINA SCALE:
N.T.S.
2.67'
0. 5
4 '
0. 7
5 '
1. 0
'
OR
0. 5
'3" 2500 psi AIR PLACED
CONCRETE WITH 6 x
6-W1.4 x W1.4 WWF
BROW DITCH PER SDRSD
D-75, MOD. PER PLAN
PROFILE 2PROFILE 1
CATCH BASIN TYPE
'F' PER SDRSD D-07
ELEVATION
PLAN MATCH FL
PER PLAN
2'
TRANSITION FROM BROW DITCH (PROFLE 1)
TO PROFILE 2 AT CATCH BASIN TYPE 'F'
MATCH FL
PER PLAN
2'
TRANSITION FROM BROW DITCH (PROFLE 1)
TO PROFILE 2 AT CATCH BASIN TYPE 'F'
CATCH BASIN TYPE 'F' PER SDRSD D-07
BROW DITCH PER SDRSD
D-75, MOD. PER PLANBROW DITCH PER SDRSD
D-75, MOD. PER PLAN
10'
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ON
L
Y
ELE
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
ELE
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
EL
E
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
EL
E
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
ELE
C
T
R
I
C
VE
H
I
C
L
E
PA
R
K
I
N
G
ON
L
Y
44 45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
43 42
41 40
39 38
37 36
35 34
33 32
31 1
VA
N
VA
N
VA
N
61.19 FS
4" CF
67.00 TC
66.67 FS
80.10 FS
78.85 FS
132.50 FS
68.73 FS
88.4 FS
91.75 FS
95.8 FS
66.30 FS
66.01 CONC.
77.75 FS
83.25 FS
70.89 FS
74.23 FS
66.19 FS
66.25 FS
76.08 FS
66.50 FS
66.21 CONC.
74.55 FS66.55 FS
66.26 CONC.
83.75 FS
85.0 FS
133.40 FS
75.00 FS
77.10 FS
77.65 FS
67.15 FS
H.P.
GUARDRAIL
78.10 TW
68.89 BTM.
GUARDRAIL
100.32 TW
91.11 BTM.
69.81 FS
GUARDRAIL
134.20 TW
123.08 BTM.
GUARDRAIL
90.55 TW
83.88 BTM.
GUARDRAIL
95.87 TW
85.39 BTM.
66.5 TG
62.2 INV 12"
68.25 TG
64.0 INV
8"
62.75 TG
62.0 SURFACE
59.75 SUBDRAIN IN
59.50 BOT.
57.0 INV 8" OUT
8"@22%
12"
77.0 FS
GUARDRAIL
72.67 TW
65.00 TF
72.0 TW
70.5 TG
64.5 INV
4"82.4 TG
79.0 INV
12"
88.8 TG
85.0 INV
74.25 TG
71.0 INV 12"
82.83 TW
81.34 BTM.
89.28 TW
87.70 BTM.
134.20 TW
132.60 BTM.
6.0'
1 0
.
0 '
54.83 INV
10. 0
'
93.33 TW
92.37 BTM.
106.7 TG
103.5 INV
107.44 TW
106.47 BTM.
12"
4"
76.0 TG
72.5 INV
4" CF
66.68 TC
66.35 FS
0" CF
66.52 FS66.20 FS
0" CF
65.87 FS65.78 FS
4" CF
65.95 TC
65.62 FS
65.90 TC
65.40 FS
65.25 TC
64.75 FS
64.06 TC
63.56 FS
63.60 TC
63.10 FL
62.18 TC
61.68 FS
61.80 TC
61.30 FL
12" CF
63.50 TC
62.50 FS
65.10 TC
64.60 FS
65.65 TC
65.15 FL
64.50 TC
64.00 FL
66.08 TC
65.58 FS
64.90 TC
64.40 FS
77.5 TG
74.5 INV
BASIN 'D'
BASIN 'E'
54.5 SURFACE
57.19 TW
55.58 BTM.
56.55 TW
51.79 BTM.
64.0 FG
63.1 SURFACE
60.60 BOT.
65.1 FG
62.5 TG
59.5 INV 8"
8"
69.84 TW
68.26 BTM.
72.0 TG
68.5 INV
4"
91.25 TG
88.0 INV
C.O.
76.0 INV
12"
WEIR
64.1 FS
62.0 SURFACE
59.50 BOT.
0" CF
66.54 FS
65.19 TC
64.69 FL
12" CF
64.6 TC
63.6 FS
73.85 FS
75.00 FS
76.0 FS66.20 FS
65.91 CONC.
62.94 FS
80.25 FS
80.00 FS
79.00 FS
79.00 FS
90.85 FS
90.75 FS
54.83 INV
GUARDRAIL
58.46 TW
51.79 BTM.
SEE SHEET C-2.01
FOR SD
PLAN/PROFILE
SEE SHEET C-2.01
FOR SD
PLAN/PROFILE
132.80 FS
132.38 TG
127.0 INV 12"
133.50 FS
133.21 CONC.
132.90 FS
133.50 FS
133.08 TG
129.6 INV
133.00 FS
132.71
CONC.
67.48 FS
4.8 %
4.8%
4.8%
4. 8
%
4. 8
%
4.8%
3.3%
4.8%
1.5 %
3 .
5 %
2.9 %
3. 3
%
4 .
8 %
4.8 %
3.3 %
4.1 %
20 2
28 2
12 12
12 4
4 4
5 5
25 24
7 6
6 1
1 7
6 7
69 13
13 2
22B
22C
2 3
28 12
12 2
2 22A
2 32
32 3
3 28
2828
12 3
25 23
23A
32 28
3 3
22C
22A
32 21
28 32
12"
32 12"
32 12"
32 12"
1% TYP.
1 %
T
Y
P
.
1%
T
Y
P
.
1 %
T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1% TY
P
.
28 22B
28 22A
28 32
32 32
32 27 78.0 FS
76.0 FS
4.8 %
1.5 %
1.8%
1.8%
1.8 %
1. 4
%
23 26
26 2:1 MAX.
2:1
2:1 MAX.
2:1
2:1
2:1
2:1
2 :
1 PROP. BLDG.
67.50 FF
**67.08 PAD
22B
111.8 FS
85.0 FS
74.30 FS
1% T
Y
P
.
1.8%
69.63 FS
67.85 FL
2 65.80 TC
65.30 FS
65.45 FS
64.45 TC
63.95 FS
63.04 TC
62.54 FS
62.79 TC
62.29 FS
1.8%
4.1%
63.18 FS
63.10 FS
2:
1 77.58 TG
74.0 INV 26
75.58 TG
73.0 INV 26
74.68 TG
72.7 INV26
65.68 TG
63.45 INV 26
66.35 FS
65.06 CONC.
65.88 TG
63.5 INV 26
66.30 FS
66.01 CONC.65.82 TG
63.0 INV 26
65.88 TG
63.1 INV 26
65.88 TG
63.5 INV 26
66.88 TG
62.0 INV26
66.88 TG
62.0 INV 26
65.88 TG
63.5 INV 26
65.88 TG
63.1 INV 26
65.88 TG
62.5 INV26
65.88 TG
62.1 INV26
65.88 TG
61.4 INV26
65.88 TG
62.9 INV 26
65.88 TG
63.5 INV 26
65.88 TG
63.5 INV26
65.88 TG
62.9 INV 26
65.88 TG
57.9 INV
12"
26 65.88 TG
62.7 INV 26
65.88 TG
58.6 INV
12"
26 66.10 FS
65.68 CONC.
66.20 FS
65.91 CONC.
4. 8
%
1%
65.9 TG
63.8 INV 21
65.9 TG
63.5 INV 21
65.9 TG
63.8 INV21
65.9 TG
63.5 INV 21
64.5 TG
57.7 INV
12"
21 62.8 TG
60.2 INV21
65.0 TG
62.8 INV 21
65.88 TG
61.0 INV 12"26
66.30 FS
66.30 FS
66.01 CONC.
66.38 FS
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
67.30 FS
67.30 F
S
68.30 FS
69. 3
0 F
S
70.30 FS
67. 3
0 F
S
67. 3
0 F
S
67 .
3 0
F
S
67 .
3 0
F
S
68 .
3 0
F
S
68. 3
0 F
S
6 8
.
3 0
F
S
70.30 FS
70.01 CONC.
70.30 FS
70.01 CONC.
69.30 FS
69.01 CONC.69.30 FS
69.01 CONC.
69.30 FS
69.01 CONC.
65.88 TG
63.0 INV 26
12"22C
4"22A
132.66 FS
132.51 FS
132.4 TG
130.0 INV21
4"22A
133.26 FS
133.47 FS
133.45 FS
133.39 FS
133.30 FS
32 32
73.35 FL
12"@
22%22C
22A
4"22A
77.71 CONC.
77.58 TG
75.0 INV26
12"22C
77.71 CONC.22A 22A
75.71 CONC.
22A
22A
22A
22A
64.30 FS
22A
22A
12"22C
22A
22A
22A
22A
22A
22A
22A
22A
22A
1 %
1.9 %
1 %
4.8%
75.71 CONC.
133.0 TG
130.0 INV21
39 39
39 1.6
%
133.41 FS
133.53 FS
4"22A
132.0 FL
89.4 FL
8"22B
C.O.
52.25 INV 37
12"22C
22A
8"22B
12"22C
37 8"22B
4"22A
1%
4"22A
12"22C
8"22B
62.30 FS
61.26 TC
60.76 FL
61.45 TC
60.95 FL
4.8%
0" CF
60.69 FL
8 13
62.00 TC
61.50 FS
3.6%
63.70 TC
63.20 FL
64.04 TC
63.54 FS
63.71 TC
63.21 FS
8"22B
12"22C
12"22C
62.30 TC
61.63 FL
62.15 TC
61.48 FL
60.85 INV
60.85 INV
59.75 INV
C.O.
57.00 INV37
13 6
64.86 TC
64.36 FS
17 1.
9 %
66.05 TC
65.55 FS
65.94 TC
65.44 FS
65.54 TC
65.04 FL
13 7
66.52 TC
66.02 FS
66.45 TC
65.95 FS
66.11 TC
65.61 FL
13 13
4" CF
66.85 TC
66.52 FS
4" CF
66.75 TC
66.42 FS
66.31 FS
14 1.8%
1.8%
1.8 %
14 66.10 FS
65.81 CONC.
0.9%
65.98 TC
65.48 FS
65.80 TC
65.30 FS
66.20 FS
0.5%
1.2%
67.40 FS
66.94 FS
67.35 FS
66.85 FS
1.8%
4 .
8 %
1.8%
67.48 FS
67.28 FS
67.45 FS
3.1 %
INV OUT
TYPE A
F.H.
SEE SHEET
C-5.01
TRANS. PER
ELEC. PLANS
4"22A
75.0 TG
73.0 INV 21
70.00 TW
67.00 TF
76.8 TG
74.5 INV21
4"22A
1%
74.5 TG
73.0 INV 21
1 %
65.76 FS
65.92 FS
66.03 FS
66.11 FS
66.16 FS
66.59 FS
66.70 FS
66.54 FS
66.61 FS
66.71 FS
66.80 FS
66.96 FS
66.90 FS
67.19 FS
1%
1%
1%
1%
61.28 FS
0" CF
61.48 FS
61.98 TC
61.48 FS
61.50 FS
66.00 FS
4"22A
66.4 TG
63.0 INV 21
133.4 TG
131.0 INV21 133.58 FS
133.80 FS
HP
133.8 FGC.O.
58.61 INV
C.O.
66.67 INV
1%
75.8 TG
73.0 INV21
74.67 TW
72.33 TF
1.8%1.8%
1.8 %
12:1 MAX.
12:1
M
A
X
.
12 :
1 M
A
X
.
74.03 FS
73.93 FS
71.43 FS71.34 FS
68.84 FS
68.75 FS
105.0 TG
102.0 INV 28
105.59 FS
105.49 FS
105.59 FS
105.69 FS
68.0 TG
64.0 INV 21
22A
H.P.
GUARDRAIL
90.55 TW
85.15 BTM.
HP
56.5 FL
HP
58.4 FL
56.0 TG
54.7 INV 20
56.0 TG
55.0 INV 20
4"22
40 107.0 TG
103.6 INV 28
GUARDRAIL
71.33 TW
65.67 TF
35 36
GUARDRAIL
69.33 TW
65.00 TF
67.33 TW
65.00 TF
4"22A
36 36
51.79 BTM.
35 73.02 TW
71.43 BTM.
35 36
DAYLIGHT
IN SLOPE
88.0 INV
4"22A
35 36
36 DAYLIGHT
IN SLOPE
124.0 INV
4"22A
35 36
36 35
35 10'
73.8 FG
67.1 FG
3 :
1 94.30 TW
93.35 BTM.
GUARDRAIL
87.37 TW
81.98 BTM.
96.4 FL
90.50 TW
89.52 BTM.
1. 4
%
4"
93.8 TG
90.5 INV 28
22A4"
35 35
32 12"
32 12"
90.0 TG
87.0 INV
65.95 FS
65.8 TG
63.0 INV21
4"22A
66.25 FS
66.21 FS
67.20 FS
66.8 TG
63.0 INV21
36 HP
GUARDRAIL
96.84 TW
85.73 BTM.
GUARDRAIL
90.55 TW
82.61 BTM.
89.5 FL
89.9 FL
90.1 FL
GUARDRAIL
90.35 TW
85.79 BTM.
GUARDRAIL
75.56 TW
69.53 BTM.
77.5 FL
57.82 TW
51.79 BTM.
11 TYP.
11 TYP.
11 TYP.
C.O.
59.2 INV 37
95.1 FG
2:
1 M
A
X
.
2:
1 M
A
X
.
2:
1 M
A
X
.
2:
1 M
A
X
.
3'
43 43
-TYP.
PRECASE CONCRETE
STEPS PER LANDSCAPE
PLANS
-TYP.
43 32
104.5 FL
77.2 FL
74.4 FL
76.5 FL
94.5 FL
64.5 FL
TYP.
C.O.-G.B.
55.35 INV
C.O.-G.B.
55.35 INV 37
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
17 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.04
MATCH LINE - SEE SHEET C-1.06
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 6
MATC
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 5
MATCH LINE - SEE SHEET C-1.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 2
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 7
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 5
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
M
MSECTION M-M
NOT TO SCALE
PROP. 2:1
MAX. SLOPE
PROP. BROW
DITCH
PROP. RETAINING
WALL AND WALK
- SEE LANDSCAPE
PLANS
PROP.
SUBDRAIN
PROP. STORM DRAIN WITH
CONC. ENCASEMENT
PROP. CONC.
WALK
80.35 FS
80.10 FS
78.85 FS
134.20
FS
88.4 FS
91.75 FS
77.75 FS
83.25 FS
74.23 FS
165.5 FS
76.08 FS
74.55 FS
83.75 FS
85.0 FS
133.40 FS
82.55 FS
75.00 FS
77.10 FS
77.65 FS
GUARDRAIL
134.20 TW
123.08 BTM.
GUARDRAIL
90.55 TW
83.88 BTM.
GUARDRAIL
95.87 TW
85.39 BTM.
79.5 TG
76.5 INV
8"@22%
82.4 TG
79.0 INV
12"
88.8 TG
85.0 INV
74.25 TG
71.0 INV 12"
82.83 TW
81.34 BTM.
89.28 TW
87.70 BTM.
134.20 TW
132.60 BTM.
134.20 TW
132.60 BTM.
6.0'
10 .
0 '
125.2 TG
122.0 INV 12"
10.5'
10. 0
'
93.33 TW
92.37 BTM.133.7 TG
131.0 INV
77.5 TG
74.5 INV
72.0 TG
68.5 INV
91.25 TG
88.0 INV
C.O.
76.0 INV
12"
SEAT WALL PER
LANDSCAPE
ARCH. PLANS
135.80 TG
134.0 INV
136.0 TG
133.0 INV
75.00 FS
76.0 FS
80.25 FS
80.25 FS
80.25 FS
80.00 FS
79.00 FS
79.00 FS
90.85 FS
90.75 FS
SEE SHEET C-2.01
FOR SD
PLAN/PROFILE
134.70 FS
134.70 FS
133.50 FS
133.21 CONC.
133.50 FS
133.08 TG
4 .
8 %
4 .
8 %
4.8 %
4.8%
4.8%
4. 8
%
4. 8
%
4.8%
1.5 %
3 .
5 %
4. 8
%
4.8 %
0.8%
4.1 %
15 %
28 32
2 3
3 32
32 1
5 %
4 22B
2 3
12 12
2 2
32 32
3 3
28 2828
12 12
3 3
28 3
3 32
28 3
28 32
12"
1% TYP.
1% TYP
.
1%
T
Y
P
.
1%
T
Y
P
.
1 %
T
Y
P
.
1 %
T
Y
P
.
1%
T
Y
P
.
1% TYP.1% TY
P
.
1%
T
Y
P
.
28 28
32 32
32 28
28 76.0 FS
4.8 %
1.5 %
1.8%
1.8%
1. 8
%
1.8 %
1 .
4 %
26 1% TYP.
1 %
1%
2:1 MAX.
2:1 MAX.
2:1
111.8 FS
85.0 FS
74.30 FS
75.58 TG
73.0 INV 26
74.68 TG
72.7 INV
134.75 FS
134.46 CONC.
134.75 FS
134.46 CONC.
133.8 TG
131.2 INV21
133.9 TG
130.7 INV 21
132.4 TG21
4"22A
133.5 TG
130.0 INV 21
133.26 FS
133.47 FS
133.45 FS
133.80 FS
136.69 FS
133.80 FS
133.70 FS
134.40 FS
134.25 FS
134.15 FS
134.21 FS
73.35 FL
22A
75.71 CONC.
133.8 TG
131.7 INV 21
1.6%
133.82
FS1%
1.2%
133.75 FS
4"22A
8"@
2.6%22B
133.0 TG
130.0 INV21
4"22A133.41 FS
133.53 FS
164.9 FL
89.4 FL
12"22C
8"22B
22A
8"22B
12"22C
8"22B
12"22C
37 8"22B
133.0 TG
130.7 INV 21
133.5 TG
131.5 INV 21
4"22A
133.7 FG
1%
4.2 %
135.46 FS
4"22A
4"22A
138.05 TW
136.55 FS
136.13 FS
1%
4"22A
12"22C
8"22B
75.0 TG
73.0 INV 21
1%
74.5 TG
73.0 INV 21
1%
1%
133.4 TG
131.0 INV21
134.00 FS
133.58 FS
133.53 FS
133.78 FS
133.75 FS
133.83 FS
133.80 FS
133.92 FS
HP
133.8 FG
136.08 FS
137.85 TW
136.35 FS
136.33 FS
136.30 FS
136.38 FS
136.46 FS
136.35 FS
HP
136.2 FL
C.O.
66.67 INV
75.8 TG
73.0 INV
74.03 FS
73.93 FS
H.P.
GUARDRAIL
90.55 TW
85.15 BTM.
73.02 TW
71.43 BTM.
4"22A
35 DAYLIGHT
IN SLOPE
124.0 INV
4"22A
35 36
36 35
35 15%
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
94.30 TW
93.35 BTM.
GUARDRAIL
87.37 TW
81.98 BTM.
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
96.4 FL
90.50 TW
89.52 BTM.
1. 4
%
32 12"
102.9 FL
4"
118.5 TG
116.0 INV 28
107.0 FL
32 12"
116.75 FL
22A 4"
134.5 TG
131.0 INV 28
32 12"
32 12"
93.8 TG
90.5 INV 28 36
22A4"
35 35
32 12"
32 12"
90.0 TG
87.0 INV 28
32 36
HP
GUARDRAIL
96.84 TW
85.73 BTM.
GUARDRAIL
90.55 TW
82.61 BTM.
89.5 FL
89.9 FL
90.1 FL
GUARDRAIL
90.35 TW
85.79 BTM.
133.80 FL
105.5 FG
95.1 FG
2:1
MA
X
.
2:1
MA
X
.
2:
1 M
A
X
.
2:
1 M
A
X
.
2:1 MAX.
2:1
MAX.
2:1
MA
X
.
2:
1 M
A
X
.
2:
1 M
A
X
.
2 :
1 M
A
X
.
4343
PRECASE CONCRETE
STEPS PER LANDSCAPE
PLANS
-TYP.
32 12"
32 12"
94.5 FL
104.5 FL
104.5 FL
114.5 FL
114.5 FL
124.5 FL
124.5 FL
134.5 FL
144.5 FL
144.5 FL
154.5 FL
79.5 FL
77.2 FL
74.4 FL
76.5 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
18 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.05
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 3
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 8
MATCH LINE - SEE SHEET C-1.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 4
MATC
H
L
I
N
E
-
S
E
E
S
E
T
C
-
1 .
0 6
MATCH LINE - SEE S
H
E
E
T
C
-
1 .
0 7
MATCH LINE - SEE SHEET C-1.07
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
44 45
61.19 FS
132.50 FS
68.73 FS
91.75 FS
95.8 FS
105.30 FS
108.80 FS
70.89 FS
66.19 FS
100.0 FS
116.40 FS
119.7 FS
126.9 FS
102.25 FS
113.50
FS
101.57 FS
102.98 FS
83.0 FS
LIMITS OF
GRADING
H.P.
GUARDRAIL
114.41 TW
107.75 BTM.
H.P.
GUARDRAIL
78.10 TW
68.89 BTM.
GUARDRAIL
100.32 TW
91.11 BTM.
69.81 FS
(59.87±) FS
B.O.W.
(80.25±) FS
B.O.W.
81.0 FS
GUARDRAIL
95.87 TW
85.39 BTM.
58.0± TMH
EXIST 30" RCP SD
*(45.5±) INV
46.5 INV 18"
47.0 INV 12"
47.33 INV 8"/4"
68.25 TG
64.0 INV
8"
8 .
0 '
12"
89.28 TW
87.70 BTM.
56.0 TG
52.25 INV
54.83 INV
54.83 INV
54.83 INV
54.83 INV
54.83 INV
8.0'
59.5 TG
56.0 INV
75.5 TG
73.5 INV
72.83 INV
14.0 '
10. 0
'
93.33 TW
92.37 BTM.
10.0'
101.25 TG
98.0 INV 12"
106.7 TG
103.5 INV
100.96 TW
99.36 BTM.
107.44 TW
106.47 BTM.
111.88 TW
109.65 BTM.
12"
119.2 TG
116.0 INV 12"
62.18 TC
61.68 FS
BASIN 'E'
54.5 SURFACE
52.25 SUBDRAIN OUT
52.00 BOT.
BASIN 'F'
72.5 SURFACE
70.25 SUBDRAIN OUT
70.00 BOT.
BASIN 'G'
83.0 SURFACE
80.75 SUBDRAIN OUT
80.50 BOT.
84.0 TG
80.75 INV
GUARDRAIL
86.53 TW
79.86 BTM.
74.00 TG
70.25 INV
74.8 FG
56.5 FG
57.19 TW
55.58 BTM.
56.55 TW
51.79 BTM.
C.O.
55.3 INV
12"
62.5 TG
59.5 INV 8"
8"
69.84 TW
68.26 BTM.
72.0 TG
68.5 INV
4"
C.O.
62.0 INV
12"
91.25 TG
88.0 INV
PROP. STREET
STRIPING PER
SEPARATE
PROJECT
SIGHT
DISTANCE
TRIANGLE
56.56 TW
55.58 BTM.
SEAT WALL PER
LANDSCAPE
ARCH. PLANS
73.85 FS
62.94 FS
90.85 FS
90.75 FS
116.50 FS
(62.67)
B.O.W.
(65.95)
B.O.W.
(69.34)
B.O.W.
(72.53)
B.O.W.
(75.92)
B.O.W.
(79.30)
B.O.W.
(82.37)
B.O.W.
54.83 INV
GUARDRAIL
58.46 TW
51.79 BTM.
74.8 FG
72.83 INV
87.0 SURFACE
84.75 SUBDRAIN OUT
84.50 BOT.89.07 TW
84.32 BTM.
85.89 TW
84.29 BTM.
SEE SHEET C-2.01
FOR SD
PLAN/PROFILE
132.90 FS
4.9%
3.3%
4.8%
2.9 %
3.3 %
4. 8
%
4.8 %
4.8%
4. 8
%
4 .
8 %
10 %
6. 7
%
8. 3
%
28 2
4 6
2 7
1 69
2 22C
25 32
24 23
23 23A
23 23
3 28
28 25
23 32
3 3 3
32 32
32 32
28 28
3 3
3 22C
24 3
3 32
25 24
32 12"
32 12"
32 12"
32 12"
1% TYP.
1% T
Y
P
.
1% TYP.
1 %
T
Y
P
.
1 %
T
Y
P
.
1%
T
Y
P
.
1% TY
P
.
1% T
Y
P
.
1% TY
P
.
1%
T
Y
P
.
28 22B
28 22A
28 32
32 12
12 1.8
%
1.8%
1.8 %1%
2 :
1 23
23 37
2:1 MAX.
2:1
2:1 MAX.
2:1
2:1 MAX.
2:1 M
A
X
.
63.5 TG
60.0 INV21
8"@
12.4%22B5.
6 %
61.65 FS
(61.82±)
B.O.W.1%
60.03 FS
1.8%
111.8 FS
85.0 FS
1% T
Y
P
.
1.8%
69.63 FS
67.85 FL
2 62.54 FS
62.79 TC
62.29 FS
1.8%
4.1%
63.18 FS
63.10 FS
2:
1 65.88 TG
63.5 INV 26
66.88 TG
62.0 INV26
66.88 TG
62.0 INV 26
65.88 TG
63.5 INV 26
65.88 TG
63.1 INV 26
65.88 TG
62.5 INV26
65.88 TG
62.1 INV26
65.88 TG
61.4 INV26
65.88 TG
62.9 INV 26
65.88 TG
63.5 INV 26
65.88 TG
63.5 INV26
65.88 TG
62.9 INV 26
65.88 TG
57.9 INV
12"
26 65.88 TG
62.7 INV 26
65.88 TG
58.6 INV
12"
26 4.
8 %
1%
65.9 TG
63.8 INV 21
65.9 TG
63.5 INV 21
65.9 TG
63.8 INV21
65.9 TG
63.5 INV 21
64.5 TG
57.7 INV
12"
21 62.8 TG
60.2 INV21
65.88 TG
61.0 INV 12"26
66.30 FS
66.30 FS
66.01 CONC.
66.38 FS
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
66.30 FS
66.01 CONC.
67.30 FS
67.30 F
S
68.30 FS
69. 3
0 F
S
70.30 FS
67. 3
0 F
S
67. 3
0 F
S
67 .
3 0
F
S
67 .
3 0
F
S
68 .
3 0
F
S
70.30 FS
70.01 CONC.
70.30 FS
70.01 CONC.
69.01 CONC.69.30 FS
69.01 CONC.
CONC.
132.66 FS
132.51 FS
132.4 TG
130.0 INV21
32 32
73.35 FL
22A
12"22C
22A
64.30 FS
22A
12"22C
22A
22A
22A
22A
22A
22A
22A
22A
22A
39 39
39 4"22A
80.75 FL
12"22C
12"22C
104.75 FL
115.9 FL
99.5 FL
89.4 FL
8"22B
8"22B
8"22B
C.O.
70.25 INV 37
C.O.
70.25 INV37
74.8 FG
4"22A
8"22B
12"22C
C.O.
52.25 INV 37
C.O.
52.25 INV 37
12"22C
12"22C
8"22B
8"22B
4"22C
101.72 FS
101.62 FS
101.47 FS
3 .
8 %
1%
1%
1%
1 %
1 %
102.0 TG
99.9 INV 21
4"22A
102.7 FG
102.80 FS
102.75 FS
102.80 FS
102.80 FS
102.80 FS
105.90 FS
105.95 FS
1%
PROP. D
R
I
V
E
W
A
Y
AND ST
R
E
E
T
C
U
R
B
P
E
R
DWG. 5
4 6
-
1 CB #4
L=10'
55.3 INV IN
55.0 INV OUT
3015
57.09 TC
56.42 FL
57.57 TC
56.90 FL
1 .
8 %
37 62.30 FS
61.45 TC
60.95 FL
60.93 TC
60.43 FL 4.8%
0" CF
60.69 FL
8 13
8"22B
TYPE A
1%
1%
1%
60.68 FL FS/LIP
61.06 FS
61.28 FS
2:1102.88 FS
102.88 FS
102.88 FS
106.00 FS
GUARDRAIL
88.44 TW
79.86 BTM.
57.16 FS
103.0 FG
107.60 TW
106.10 FS
HP
107.8 TW
106.30 FS
106.14 FS
106.06 FS
107.60 TW
106.10 FS
106.05 FS
106.00 FS
HP
106.2 FL
105.0 TG
102.0 INV 28
4"22A
105.75 FS
105.9 FL
1.8%
105.59 FS
105.49 FS
105.59 FS
105.69 FS
56.12 TC
55.72 FS
1 %
103.5 FG
HP
56.5 FL
HP
58.4 FL
4"56.0 TG
54.7 INV
22A 20
56.0 TG
55.0 INV 20
4"22
40 40
40 107.0 TG
103.6 INV 28
4"22A
4"22A
36 35
56.55 TW
51.79 BTM.
35 73.02 TW
71.43 BTM.
35 36
DAYLIGHT
IN SLOPE
88.0 INV
4"22A
35 36
35 4"22A
C.O.-G.B.
101.0 INV
12"
37 111.0 TG
107.0 INV 28
36 35
35 4"22A
85.26 TW
83.75 BTM.
3535
36 36
GUARDRAIL
85.89 TW
79.86 BTM.
SIDEWALK10
SIDEWALK10
GUARDRAIL
75.56 TW
69.53 BTM.
77.5 FL
57.82 TW
51.79 BTM.
114.0 FL
90.35 TW
84.32 BTM.
56.5 FG
132.1
FG
2:
1 M
A
X
.
2:
1 M
A
X
.
2:1 MAX.
2:1
MAX.
2:1
MAX.
2:
1 M
A
X
.
3'
43 79.0 FL
R/W
R/W
R/W
PRECASE CONCRETE
STEPS PER LANDSCAPE
PLANS
-TYP.
94.5 FL
64.5 FL
74.5 FL
84.5 FL
94.5 FL
2 :
1 M
A
X
.
44 TYP.
44 TYP.
2 '
C.O.-G.B.
55.0 INV 37
C.O.-G.B.
55.35 INV37
C.O.-G.B.
55.35 INV37
C.O.-G.B.
55.35 INV 37
C.O.-G.B.
73.35 INV 37
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
19 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.06
MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 2
MATCH LINE - SEE SHEET C-1.04
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 4
MATCH LINE - SEE SHEET C-1.09
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 7
F
A
R
A
D
A
Y
A
V
E
.
B
B
SECTION B-B
NOT TO SCALE
PROP. 2:1
MAX. SLOPE
PROP.
CONC.
WALK PROP.
BROW
DITCH
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
PROP. 2:1
MAX. SLOPE
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
1%
C C
D D
SECTION C-C
NOT TO SCALE
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
SECTION D-D
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
PROP.
PAVER
SURFACE
PROP.
CONC.
SEATWALL
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
GRADE
BREAK
GRADED
SWALE
PRECISE GRADING PLAN
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH
PROP. MOW CURB -
SEE LANDSCAPE
PLANS
10'
2'
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH
PROP. MOW CURB -
SEE LANDSCAPE
PLANS
10'PROP. WALL
- SEE ALLAN BLOCK
RET. WALL PLANS
TW PER PLAN
BTM. PER PLAN
PROP. BROW DITCH
PROP. WALL
- SEE ALLAN BLOCK
RET. WALL PLANS
TW PER PLAN
BTM. PER PLAN
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH
10'
2.5 TW PER PLAN
PROP. BROW DITCH
PROP. WALL
- SEE ALLAN BLOCK
RET. WALL PLANS
132.50 FS
134.20
FS
137.15 FS
108.80 FS
165.5 FS
139.72 FS
151.95 FS
156.4 FS
159.05 FS
161.0 FS
172.0 FS
177.25 FS
182.5 FS
200.2 FS
201.4 FS
204.25 FS
205.3 FS
186.7 FS
133.40 FS
126.9 FS
113.50
H.P.
GUARDRAIL
114.41 TW
107.75 BTM.
134.20 TW
132.60 BTM.
6.0'
106.7 TG
103.5 INV
111.88 TW
109.65 BTM.
12"
4"
8"
8"
126.4 TG
123.0 INV
133.7 TG
131.0 INV
136.5 TG
133.0 INV
160.0 TG
157.0 INV
171.5 TG
168.0 INV
10.0'
10.0 '
10.0'
10.0'
10.0'
8"
180.3 TG
177.0 INV
202.0 TG
199.0 INV
205.5 TG
202.0 INV
152.3 TG
149.0 INV
135.80 TG
134.0 INV
148.8 FS
170.0 FS
192.0 FS
132.90 FS
132.48 TG
130.0 INV
C.O.
129.6 INV
132.80 FS
132.38 TG
127.0 INV 12"
137.00 FS
137.80 FS
138.05 FS
134.05 FS
133.76
CONC.
133.50 FS
133.21
CONC.
134.05 FS
133.76
CONC.
136.82 FS
136.80 FS
136.50 FS134.05 FS
133.76
CONC.
134.70 FS
134.70 FS
133.50 FS
133.21 CONC.
132.90 FS
133.50 FS
133.08 TG
129.6 INV
133.00 FS
132.71
CONC.
133.40 FS
133.11
CONC.
4 .
8 %
1.5 %
4%
3.6 %
4. 8
%
4.8 %
2.4 %
4.3 %
2.5 %
4. 8
%
4.8 %
4.8 %
0.8%
4 4
12 12
3 3
3 32
28 3
3 3
22C
22A
22B
22B
28 28
28 28
28 3
32 32
32 32
32 32
32 32
32 32
3 3
3 3
3 3
22B
28 28
32 12"
32 12"
1%
T
Y
P
.
1% TY
P
.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1 %
T
Y
P
.
1% T
Y
P
.
1% T
Y
P
.
1% TYP.
1% TYP.
1% TYP.
20 28
32 28
1. 8
%
1. 8
%
1.8 %
1.8 %
26 37
26 26
1%
1% TYP.
1%
1 %
1%
1 %
1 %
1%
4 2:1 MAX.
2:1
2:1 MAX.
2:1
M
A
X
.
2:1 MAX.
2:1 MAX.
12"22C
134.75 FS
134.46 CONC.
134.75 FS
134.46 CONC.
4"22A
133.8 TG
131.2 INV21
133.9 TG
130.7 INV 21
8"@
2.6%22B
4"22A
4"22A
8"22B
4%
136.98 FS
136.69
CONC.
136.76 FS
136.47
CONC.
136.4 TG
134.0 INV 21
133.8 TG
131.3 INV 21
132.66 FS
132.51 FS
132.4 TG
130.0 INV21
4"22A
4"22A
133.5 TG
130.0 INV 21
133.4 TG
131.0 INV 21
133.0 TG
130.15 INV 21
133.0 TG
131.0 INV 21
133.26 FS
133.47 FS
133.45 FS
133.80 FS
136.69 FS
133.80 FS
133.44 FS
133.70 FS
134.40 FS
134.25 FS
134.15 FS
133.95 FS
134.21 FS
134.09 FS133.86 FS
133.58 FS
133.61 FS
133.39 FS
133.47 FS
133.30 FS
133.85 FS
133.56
CONC.
133.69 FS
133.40
CONC.
133.87 FS
133.15 FS
134.27 FS
133.98
CONC.
8"@
4%22B
133.8 TG
131.7 INV 21
1.6%
133.82
FS1%
1.2%
133.75 FS
1.6%
1%
133.30 FS
133.01
CONC.133.00 FS
132.71
CONC.
1.3%
1.9 %
1 %
4.8%
4"22A
134.43 FS
134.14
CONC.
1.8%
1.1%
8"@
2.6%22B
133.0 TG
130.0 INV21
4"22A
1.6 %
133.41 FS
133.53 FS
4"22A
8"22B
8"22B
4"22A
4"22A
132.0 FL
136.1 FL
157.8 FL
164.9 FL
179.0 FL
180.2 FS
8"22B
133.0 TG
130.7 INV 21
1%
4.2 %
135.46 FS
4"22A
136.13 FS
1%
1%
137.80 FS
130.5 FG
133.4 TG
131.0 INV21
133.58 FS
133.53 FS
133.78 FS
133.75 FS
133.83 FS
136.08 FS
137.85 TW
136.35 FS
28 111.0 TG
107.0 INV 28
36 35
35 114.0 FL
134.05 FL
133.80 FL
132.1
FG
163.1
FG
185.1
FG
2.50'
TYP.
2:1
MAX.
2:1
MAX.
2:1
M
A
X
.
2:1
MAX.
2:1
MAX.
2:1
MA
X
.
PRECASE CONCRETE
STEPS PER LANDSCAPE
PRECASE CONCRETE
STEPS PER LANDSCAPE
PLANS
-TYP.
124.5 FL
174.5 FL
184.5 FL
199.5 FL
204.5 FL
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
20 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.07
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 6
MATCH LINE - SEE SHEET C-1.09
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 0
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 8
MATCH LINE - SEE SHEET C-1.10
MATCH LINE - SEE SHEET C-1.05
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
172.0 FS
204.25 FS
205.3 FS
206.5 FS
207.4 FS
206.5 FG
211.8 FS
213.0 FS
214.0 FS
215.5 FS
HMP
BOUNDARY
10 .
5 '
158.4 TG
155.0 INV
10 .
0 '
10.0'
190.0 TG
187.0 INV
8"
171.5 TG
168.0 INV
207.5 TG
204.0 INV
205.5 TG
202.0 INV
207.25 FG
4. 8
%
2.5 %
2 %
4. 8
%
4.8 %
1. 9
%
3.1%
8.5%
15%
13.9%
7.5%
3 28
3 3
3 32
22B
28 32
32 32
32 32
3 3
3 28
3 1
%
T
Y
P
.
1%
T
Y
P
.
1% TYP.
1% T
Y
P
.
1% T
Y
P
.
1%
T
Y
P
.
1% TYP.
1% TYP.
1% TYP.
20 1.
8 %
1.8%
1.8 %
2:1 M
A
X
.
2:1 MAX.
164.9 FL
207.3 FL
8"22B
8"22B
8"22B
8"22B
8"22B
15%
4.2%
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
15%
158.5 FS
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
32 12"
158.4 FL
32 185.1
FG
2.50'
TYP.
206.0 FG
206.5 FG
221.0 FG
217.5 FG
2:1
MAX.
2:
1 M
A
X
.
2 :
1 M
A
X
.
2:1
MA
X
.
144.5 FL
144.5 FL
154.5 FL
154.5 FL
164.5 FL
174.5 FL
184.5 FL
174.5 FL
204.5 FL
206.8 FL
209.5 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
21 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.08
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 1
MATCH LINE - S
E
E
S
H
E
E
T
C
-
1 .
1 0
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 7
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 5
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 1
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
10'
151.95 FS
147.5 FS
145.95 FS
116.40 FS
119.7 FS
109.0 FS
109.5 FS
145.06 FS
126.61 FS
134.25 FS
135.3 FS
140.0 FS
141.9 FS
143.75 FS
LIMITS OF
GRADING
GUARDRAIL
123.78 TW
116.48 BTM.
120.60 TW
118.37 BTM.
H.P.
GUARDRAIL
124.67 TW
116.10 BTM.
102.0 TG
98.0 INV 12"
14. 0
'
12"
119.2 TG
116.0 INV 12"
145.8 TG
143.0 INV
87.33 INV
10. 0
'
1 0
.
0 '
111.8 TG
103.0 INV
8"
109.0 TG
104.5 INV
134.8 TG
131.0 INV
140.5 TG
137.0 INV
123.0 TG
112.0 INV
112.60 TW
110.38 BTM.
110.00 TW
108.47 BTM.
116.41 TW
109.12 BTM.
122.77 TW
121.82 BTM.
163.5 TG
158.0 INV
4"
4"
164.61 TW
162.38 BTM.
162.08 TW
159.83 BTM.
BASIN 'G'
83.0 SURFACE
80.75 SUBDRAIN OUT
80.50 BOT.
84.0 TG
80.75 INV
GUARDRAIL
90.98 TW
84.32 BTM.
GUARDRAIL
90.34 TW
84.32 BTM.
GUARDRAIL
86.53 TW
79.86 BTM.
C.O.
140.0 INV
GUARDRAIL
123.78 TW
117.11 BTM.
123.78 TW
122.81 BTM.
116.50 FS
121.50 TW
119.91 BTM.
146.3 FS
(82.37)
B.O.W.
(85.98)
B.O.W.
(86.67)
B.O.W.
(91.77)
B.O.W.
(94.70)
B.O.W.
(97.24)
B.O.W.
(99.38)
B.O.W.
(100.98)
B.O.W.
(102.18)
B.O.W.
(102.91)
B.O.W.
(103.27)
87.0 SURFACE
84.75 SUBDRAIN OUT
84.50 BOT.
WEIR
88.0 FS
GUARDRAIL
90.98 TW
84.32 BTM.
89.07 TW
84.32 BTM.
86.53 TW
84.92 BTM.
89.07 TW
84.32 BTM.
86.5 FG
85.89 TW
84.29 BTM.
85.89 TW
84.29 BTM.
4.8%
4.5%1
0 %
1. 5
%
4.8 %
0. 6
%
10%
4.5%
4.6 %
10 %
28 32
32 22C
28 28
3 32
24 23A
3 3
32 3
3 3
3 32
32 32
32 28
28 28
28 22A
3 25
32 12"
32 12"
1 %
T
Y
P
.
1% T
Y
P
.
1% T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1.8 %
1. 8
%
1.8%
1%
27 2:1 M
A
X
.
2:1
M
A
X
.
2:1 MAX
.
2:1
1%
121.7 FL
123.61 FS
123.53 FS
123.50 FS123.75 FS
22A
8"22B
8"22B
139.5 FL
8"22B
8"22B
8"22B
133.75 FL
8"22B
8"22B
4"22A
12"22C
12"22C12"22C
C.O.
84.75 INV 37
80.75 FL
84.75 FL
115.9 FL
144.9 FL
8"22B
GUARDRAIL
88.44 TW
79.86 BTM.
GUARDRAIL
87.80 TW
79.86 BTM.
4 .
6 %
125.12 FS
1. 5
%
8.5 %
C.O.-G.B.
110.0 INV 37
4"22C
121.0 TG
112.0 INV 28
H.P.
166.51 TW
159.21 BTM.
37 HP
90.3 FL
HP
90.3 FL
90.0 TG
88.0 INV 20
4"22
40 4"22A
4"22A
85.26 TW
83.75 BTM.
35 35
35 36
36 GUARDRAIL
85.89 TW
79.86 BTM.
35 35
36 36
35 36
DAYLIGHT
IN SLOPE
116.0 INV 4"22A
SIDEWALK
10'
146.40 FS
124.67 TW
116.10 BTM.
124.03
114.82 BTM.
124.2 FL
115.78 TW
110.38 BTM.
120.87 TW
116.73 BTM.
118.96 TW
115.47 BTM.
111.33 TW
107.84 BTM.
90.35 TW
84.32 BTM.
GUARDRAIL
89.71 TW
84.32 BTM.
36 166.51 TW
158.57 BTM.
115.78 TW
108.48 BTM.
117.05 TW
111.02 BTM.
79.0 FL
R/W
R/W
R/W
144.5 FL
141.3 FL
1%
T
Y
P
.
1%
T
Y
P
.
129.5 FL
126.0 FL
84.5 FL
94.5 FL
104.5 FL44
TYP.
C.O.-G.B.
87.25 INV 37
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
22 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.09
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 0
F
A
R
A
D
A
Y
A
V
E
.
MATCH LINE - SEE SHEET C-1.06 MATCH LINE - SEE SHEET C-1.07 MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 3
E
E
SECTION E-E
NOT TO SCALE
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
PROP. 2:1
MAX. SLOPE
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH
10'
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
1%
PROP. 5" D.G.
/3" A.B. WALK
14'
2.5'
2.5'
137.15 FS
208.0 FS
207.0 FS
201.0 FS
151.95 FS
156.4 FS
159.05 FS
161.0 FS
177.25 FS
182.5 FS
200.2 FS
201.4 FS
186.7 FS
190.9 FS 196.1 FS
190.4 FS
185.5 FS
186.0 FS
206.5 FS
206.5 FS
206.0 FS
206.0 FS
140.0 FS
GUARDRAIL
189.14 TW
182.48 BTM.
H.P.
GUARDRAIL
168.89 TW
164.76 BTM.
HMP
BOUNDARY
8"
136.5 TG
133.0 INV
160.0 TG
157.0 INV
10.0'
10.0'
10.0'
140.5 TG
137.0 INV
160.75 TG
157.0 INV
165.5 TG
162.0 INV
165.5 TG
161.0 INV
163.5 TG
158.0 INV
4"
4"
4"
8"
195.6 TG
192.0 INV
180.3 TG
177.0 INV
202.0 TG
199.0 INV
207.5 TG
204.0 INV
10.0'
10.0'
166.35 TW
165.39 BTM.164.61 TW
162.38 BTM.
166.35 TW
164.76 BTM.
162.08 TW
159.83 BTM.
10.0'
8.0'
190.41 TW
188.19 BTM.
181.52 TW
179.30 BTM.
152.3 TG
149.0 INV
C.O.
140.0 INV
148.8 FS
170.0 FS
192.0 FS
136.50 FS
4.8 %
2.4 %
4. 3
%
3.1 %
10 %
10 %
4.5 %
10%
10%
4.8%
1.8 %
1.8 %
22B
28 28
32 32
32 32
3 3
3 3
28 28
28 28
28 22A
22A
22B
28 28
28 28
32 3
3 3
3 3
1% T
Y
P
.
1% TY
P
.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1 %
T
Y
P
.
28 32
12"
1. 8
%
1.8 %
1. 8
%
1.8 %
1.8 %
1%
2:1
2:1 M
A
X
.
2:1
M
A
X
.
136.4 TG
134.0 INV 21
8"22B
8"22B
22A
8"22B
8"22B
136.1 FL
157.8 FL
179.0 FL
180.2 FS
179.0 FL
207.3 FL
22B
GRADED
SWALE
-TYP.
194.4 FL
190.1 TG
188.0 INV 21
4"22A
185.7 FL
H.P.
166.51 TW
159.21 BTM.
37 32
12"
35 36
36 35
168.2 FL
166.51 TW
158.57 BTM.
163.1
FG
2.50'
TYP.
221.0 FG
C.O.-G.B.
185.0 INV 37
2:1
MAX
.
2:
1 MA
X
.
2:1
MAX.
2:1
MAX.
2:1
MAX.
2:1
MA
X
.
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF
GRADING
PRECASE CONCRETE
STEPS PER LANDSCAPE
PLANS
-TYP.
144.5 FL
184.5 FL
199.5 FL
141.3 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
23 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.10
MATCH LINE - SEE SHEET C-1.13
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 2
MATCH LINE - SEE SHEET C-1.11MATCH LINE -
S
E
E
S
H
E
E
T
C
-
1 .
0 8
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 7
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 9
F
F
SECTION F-F
NOT TO SCALE
2%
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
1%
PROP. 5" D.G.
/3" A.B. WALK
10'
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
4.4'
208.0 FS
(219.8±) FS
211.8 FS
213.0 FS
214.0 FS
215.5 FS 218.0 FS
218.9 FS
217.40 FS
10.0'
10 .
0 '
190.0 TG
187.0 INV
207.5 TG
204.0 INV
207.25 FG
10.5'
4.8 %
1. 9
%
2.3%
15 .
5 %
1 5
.
5 %
2.2%
3.1%
8.5%
7.6%
11%
3 32
32 28
12 3
3 3
3 32
32 28
3 3
1%
T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1% TYP.
1% TY
P
.
1.8 %
215.7 FL
217.5 FL
1%
1%
1%
216.89 FS
217.00 FS
217.50 FS
218.20 FS
218.30 FS
8"22B
8"22B
HMP BOUNDAY
- RECORDED
COVENANT
INST. 2019-0151961
HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
20' OFFSET FROM
HMP BOUNDARY
HMP BOUNDARY
- RECORDED
COVENANT
INST. 2019-0151961
20' OFFSET FROM
HMP BOUNDARY
EXIST. TRAIL
EXIST. TRAIL8.2
%
10%
HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
5' OFFSET FROM
HMP BOUNDARY
- TRAIL ALLOWED
WITHIN FIRST 15'
OF DEVELOPMENT
SIDE
HP
247.40 FS
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
4"22A
4"22A32
8.2%11%
10 .
5 '
217.0 TG
214.0 INV28
1%
5. 5
%
217.5 FG
2:1
MAX.
2:1
MAX
.
2:1
MAX.
2 :
1 M
A
X
.
2:1
MA
X
.
2:
1 MA
X
.
2:
1 M
A
X
.
2:
1 MA
X
.
184.5 FL
194.5 FL
204.5 FL
214.5 FL
209.5 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
24 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.11
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 8
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 8
MATCH LINE - SEE SHEET C-1.10 MATCH LINE - SEE SHEET C-1.12 NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
LIMITS OF
GRADING
BOUNDARY
HMP
BOUNDARY
3 3
HMP
BOUNDARY
EXIST. TRAIL
20' OFFSET FROM
HMP BOUNDARY
EXIST. TRAIL
EXIST. TRAIL
20' OFFSET FROM
HMP BOUNDARY
HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
20' OFFSET FROM
HMP BOUNDARY
EXIST. TRAIL
HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
5' OFFSET FROM
HMP BOUNDARY
- TRAIL ALLOWED
WITHIN FIRST 15'
OF DEVELOPMENT
SIDE
5' OFFSET FROM HMP BOUNDARY
- TRAIL ALLOWED WITHIN FIRST 15'
OF DEVELOPMENT SIDE
2:1
MAX.
2:1
MAX
.
20' OFFSET FROM
HMP BOUNDARY
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
25 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.12
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 0
MATCH LINE - SEE SHEET C-1.11
MATCH LINE - SEE SHEET C-1.14
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
165.8 FS
161.1 FS
160.75 FS
157.95 FS
151.1 FS
148.1 FS
146.6 FS
144.8 FS
138.0 FS
134.2 FS
114.28 FS
185.5 FS
132.6 FS
167.0 FS
171.5 FS
172.2 FS
176.5 FS
181.6 FS
114.37 FS
126.61 FS
140.0 FS
LIMITS OF
GRADING
H.P.
GUARDRAIL
117.92 TW
108.71 BTM.
H.P
GUARDRAIL
121.85 TW
117.73 BTM.
GUARDRAIL
123.78 TW
116.48 BTM.
GUARDRAIL
155.79 TW
148.49 BTM.
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
GUARDRAIL
111.48 TW
103.54 BTM.
LIMITS OF
GRADING
LIMITS OF
GRADING
LIMITS OF
GRADING
LIMITS OF
GRADING
114.13 RIM
113.0 FL
105.3 INV
102.25± TMH
EXIST 18" RCP SD
*(94.05±) INV
94.15 INV 18"
123.0 TG
112.0 INV
122.77 TW
121.82 BTM.
160.75 TG
157.0 INV
4"
166.35 TW
164.76 BTM.
162.08 TW
159.83 BTM.
14. 0
'
8.0 '
8.0'
117.83 TW
116.88 BTM.
116.78 TW
115.18 BTM.
113.47 TW
111.25 BTM.
153.88 TW
152.29 BTM.
119.5 TG
117.0 INV
115.5 TG
113.0 INV
110.6 TG
107.0 INV
110.93 TW
109.98 BTM.
112.5 TG
108.0 INV
8"
4"
181.52 TW
179.30 BTM.
18"@
26%
121.22 TW
119.63 BTM.
C.O.
140.0 INV
110.21 TW
GUARDRAIL
123.78 TW
117.11 BTM.
123.78 TW
122.81 BTM.
143.0 TG
138.0 INV
144.06 TW
142.47 BTM.
145.33 TW
144.37 BTM.
(103.27)
B.O.W.
(103.29)
B.O.W.
(103.00)
B.O.W.
(102.55)
B.O.W.
(102.06)
B.O.W.
(101.53)
B.O.W.
3.1 %
4. 8
%
4 .
8 %
2.4%
10%
10%
7.3 %
2.6 %
2.3 %
7.2 %
10%
2%
10 %
1 0
%
10%
10%
10%
10%
10%
5.3%
28 28
22A
28 28
28 28
32 32
22B
22A
4. 8
%
31 3
3 3
3 3
22D
12 3
32 12"
32 12"
1%
T
Y
P
.
1%
T
Y
P
.
1% T
Y
P
.
1 .
8 %
31 2:1
M
A
X
.
2:1
107.92
FS
8"22B
8"
134.24 TW
128.84 BTM.
8"22B
110.1± INV 8" SD
106.2± TOP 18" SD
8"22B
1%
121.7 FL
123.61 FS
123.53 FS
123.36 FS
123.50 FS123.75 FS
122.85 FL
8"22B
139.5 FL
GRADED
SWALE
-TYP.
GRADED
SWALE
-TYP.
SEE SHEET
C-0.08
GRADED
SWALE
-TYP.
4"22A
4"22A
8"22B
8"22B
8"22B
8"22B
8"22B
8"22B
8"22B
8"22B
185.2 TG
183.0 INV 21
181.3 FL
171.9 FL
166.7 FL
160.8 FL
157.6 FL
144.5 FL
133.9 FL
127.7 FL
123.5 FL
176.2 TG
174.0 INV
8"
21169.7 TG
167.0 INV 21
165.5 TG
163.0 INV 21
159.7 TG
157.0 INV21
150.8 TG
148.0 INV 21
137.7 TG
135.0 INV 21
132.3 TG
130.0 INV21
121.2 TG
119.0 INV 21 21
29 38
125.12 FS
1. 5
%
C.O.-G.B.
110.0 INV 37
4"22C
121.0 TG
112.0 INV 28
37 4"22A
180.5 TG
178.0 INV 28
158.33 TW
157.36 BTM.
145.33 TW
141.84 BTM.
132.97 TW
130.74 BTM.
133.61 TW
132.01 BTM.
H.P.
112.20 TW
108.71 BTM.
41 36
35 36
DAYLIGHT
IN SLOPE
116.0 INV 4"22A
35 35
DAYLIGHT
IN SLOPE
103.0 INV
4"22A
36 110.1 TG
108.0 INV 28
35 36
35 36
35 36
DAYLIGHT
IN SLOPE
147.0± INV
4"22A
36 35
4"22A
35 36
121.4 FL
GUARDRAIL
120.58 TW
115.19 BTM.
GUARDRAIL
114.65 TW
107.35 BTM.
117.2 FL
2:1
MAX
.
2:1
MA
X
.
2:1
MAX
.
148.5 FG
20' OFFSET FROM
HMP BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
R/W
R/W
126.0 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
32 32
JOIN
*(114.0±) FL
JOIN
*(113.2±) FL
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
26 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.13
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 4
MATCH LINE - SEE SHEET C-1.10
MATCH LINE - SEE SHEET C-1.15
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
0 9
F
A
R
A
D
A
Y
A
V
E
.
G
G
SECTION G-G
NOT TO SCALE
PROP.
DECORATIVE
PAVING
H
H S
E
E
S
H
E
E
T
C
-
1 .
1 5
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
2%
PROP. 2:1
MAX. SLOPE PROP. 2:1
MAX. SLOPE
1%
23'
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
BTM. PER PLAN
2.7'
SEE DETAIL 'A' SHEET C-1.03 FOR
TYPICAL BROW DITCH TO CATCH
BASIN TYPE 'F' TRANSITION
108.0 FS
109.48 FS
HP
110.0 FS
109.80 FS
LIMITS OF
GRADING
HMP
BOUNDARY
BOUNDARY
103.5 TG
99.0 INV
12"
108.5 TG
103.0 INV
12"
110.5 TG
108.35 INV
LIMITS OF
GRADING
106.35 FS
109.2 TG
107.2 INV
110.9 TG
108.0 INV
109.3 TG
107.1 INV
112.0 TG
107.5 INV
111.36 FS
111.11 FS
107.2 TG
104.5 INV
106.5 TG
104.3 INV
107.05 FS106.80 FS
107.2 TG
104.0 INV2.2%
2.5%
1.8%
41 3
22C
41 22C
3 3
3 3
12 3
20 32
32 32
32 32
21 21
21 21
1 %
T
Y
P
.
1%
TYP.
3.5%
21 21
21 2:1
2:1
2:
1 106.45 FS 106.45 FS
106.0 TG
104.5 INV 21
4"22A
1 %
TY
P
.
1%
TY
P
.
109.0 FS
109.58 FS
109.58 FS
110.35 FS
2:
1 111.0 FL
111.80 FS
111.70 FS
111.80 FS
111.85 FS
111.95 FS
112.05 FS
8"@
5.4%22B
8"@
2.9%22B
112.00 FS
4:1
111.42 FS
109.50 FS
4 :
1 3:1
109.50 FS
8"22B
8"22B
C.O.-G.B.
105.0 INV 37
113.8 INV
134.24 TW
128.84 BTM.
HP
109.5 FL
110.00 FL32
4"22A
121.2 TG
119.0 INV 21 107.5 TG
105.0 INV21
132.97 TW
130.74 BTM.
133.61 TW
132.01 BTM.
4.1%
111.00 FS
EXIST. TRAIL
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
EXIST. TRAIL
HMP
BOUNDARY
EXIST. TRAIL
32 112.50 FS
1%
114.5 FL
1 .
7 %
1.7 %
111.8 FG
HMP
BOUNDARY
LIMITS OF
GRADING
20' OFFSET FROM
HMP BOUNDARY
108.0 FS
110.35 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
31 31
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
27 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.14
MATCH LINE - SEE SHEET C-1.12
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 3
MATCH LINE - SEE SHEET C-1.15
MATCH LINE - SEE SHEET C-1.16
MATC
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 7
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
N
N
SECTION N-N
NOT TO SCALE
10.5'
PROP. MOW CURB
WITH COBBLE
- SEE LANDSCAPE
PLANS
PROP. 5" D.G./3" A.B. WALK
3-WIRE HABITAT FENCE
- SEE LANDSCAPE PLANS 3-WIRE HABITAT FENCE
- SEE LANDSCAPE PLANS
EXISTING GRADE
SEE DETAIL 'A' SHEET C-1.03 FOR
TYPICAL BROW DITCH TO CATCH
BASIN TYPE 'F' TRANSITION
SEE DETAIL 'A' SHEET C-1.03 FOR
TYPICAL BROW DITCH TO CATCH
BASIN TYPE 'F' TRANSITION
ELEC
T
R
I
C
VEHI
C
L
E
PAR
K
I
N
G
ELECT
R
I
C
VEHICL
E
PARKI
N
G
ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRICVEHICLEPARKING
ONLY
ELECTRIC
VEHICLEPARKING
ONLY
1 2 3 4 5 6 7
8 9
10 11
12 13
14 15 16 17
18 19
20 21
22 23
24 25
26 27
28 29
303132
3334353637
VA
N
138.0 FS
134.2 FS
114.7 FS
112.8 FS
106.0 FS
108.0 FS
116.9 FS
121.5 FS
128.0 FS
132.6 FS
0" CF
105.71 FS
100.70 TC
100.20 FS
80.00 FS
(78.0±) FS
107.56 FS
107.27
CONC.
107.05 FS
106.76
CONC.
LIMITS OF
GRADING
H.P.
GUARDRAIL
117.92 TW
108.71 BTM.
110.29 TW
106.80 BTM.
GUARDRAIL
103.54 BTM.
99.0 INV
113.47 TW
111.25 BTM.
110.93 TW
109.98 BTM.
112.5 TG
108.0 INV
4"
12"
8 .
0 '
10.0'
99.5 TG
96.5 INV 12"
2 6
.
0 '
12"
4"
79.5 TG
78.5 INV 82.67 TG
78.75 INV
81.33 INV
81.33 INV
81.33 INV
14. 0
'
106.95
FS
100.35 TC
99.85 FS
101.84 TC
101.34 FS
102.73 TC
102.23 FS
104.00 TC
103.50 FS
104.75 TC
104.25 FS
105.70 TC
105.20 FS
105.51 TC
105.01 FS
106.10 TC
105.60 FS
105.85 TC
105.35 FS 106.03 TC
105.53 FS
105.75 TC
105.25 FS
105.97 TC
104.47 FS
0" CF
105.29 FS
105.05 FS
104.89 FL
104.35 TC
103.85 FS
102.40 TC
101.90 FS
101.85 TC
101.35 FL
99.81 TC
99.31 FS
106.30
FS
99.43 TC
98.93 FL
BASIN 'H'
81.0 SURFACE
78.75 SUBDRAIN OUT
78.50 BOT.
GUARDRAIL
85.09 TW
78.43 BTM.
GUARDRAIL
85.09 TW
110.21 TW
108.61 BTM.
C.O.
102.0 INV
106.61 FS
81.33 INV
84.3 TG
82.0 INV
PROP. STREET
STRIPING PER
SEPARATE
PROJECT
PROP. STREET
STRIPING PER
SEPARATE
PROJECT
106.40 FS
106.35 FS
78.33 INV
(101.53)
B.O.W.
(101.07)
B.O.W.
(100.66)
B.O.W.
(100.17)
B.O.W.
(98.10)
B.O.W.
(97.49)
B.O.W.
107.05 FS
106.63 TG
102.45 INV
107.05 FS
106.63 TG
103.15 INV
107.20 FS
106.91
CONC.
107.38 FS
107.09
CONC.
107.2 TG
104.5 INV
106.5 TG
104.3 INV
107.11 FS
107.05 FS106.80 FS
106.48
FS
106.48
FS
4 .
8 %
6.2%
2.3%
7.5%
2.4%
4%
2.2%
12 %
12%
3.5%
2.4%
10 %
1 0
%
4 1
1 1
28 32
22A
4. 8
%
3 3
3 3
22C
28 2
2 6
6 6
6 6
6 6
6 5
5 5
5 12
12 2
2 2
9 9
9 2
2 3
3 22C
3 2
22C
3 32
32 3
28 24
23A
23A
23A
3.7%
25 32
12"
1%
T
Y
P
.
1%
T
Y
P
.
32 23
28 23
26 26
1%
21 21
1%
TY
P
.
4.8%
3 .
2 %
4.2%
2:1
2:1
M
A
X
.
2 :
1 2:1
PROP. BLDG.
106.50 FF
**106.08 PAD
107.92
FS
102.27
FS
13TYP.
13TYP.
2:
1 106.45 FS
106.45 FS
106.45 FS 106.45 FS
106.0 TG
104.5 INV 21
105.8 TG
103.8 INV21
1.5%
1.4%
LP
106.10 FS
105.9 TG
103.5 INV211%
1.5 %
14 106.51 FS
106.99 FS
106.89 FS
4.8%
1%
14 105.96 TC
105.46 FS
106.05 TC
105.55 FS
105.42 TC
104.92 FS
105.45 TC
104.95 FS
106.25 FS
106.20 TC
105.70 FS
1.8%
1.8 %
1%
1.9 %
1.8%105.91 FS
105.83 FS
105.98 FS
105.52 TC
105.02 FS
105.56 FS
105.79 FS
104.77 TC
104.27 FS
104.84 TC
104.34 FS
105.11 FS
105.04 FS
104.46 FS
104.46 FS
104.54 FS
104.62 FS
103.87 FS
103.77
FS
103.50 TC
103.00 FS
103.60 TC
103.10 FS
104.27 TC
103.77 FS
104.06 TC
103.56 FS
103.36 FL
104.14 TC
103.64 FS
1. 5
%
1.8%
1.5 %
1 .
8 %
4.8 %
1%
4. 8
%
3.1%
4.6%
1.8%
4.8%
4.8%
1.8%
1. 8
%
1 .
8 %
1 .
8 %
1. 8
%
1 .
8 %
1. 8
%
103.45 FL
103.92 TC
103.25 FL103.89 TC
103.22 FL
CB #6
100.00 INV OUT
100.30 INV IN
3015
102.61
FL
103.94 FL
3.1%
1. 5
%
1%
1 .
5 %
3.1%
2 %
3.4%
3.4%1.
5 %
1 %
4.6%
2 .
6 %
3.5%
4%
3 .
5 %
3%
1 %
3.7%
1 .
5 %
102.19 TC
101.69 FS
101.89 TC
101.39 FS
102.10 TC
101.60 FS
99.65 TC
99.15 FL
100.08 FS
99.01 TC
98.67 FS
4" CF
98.78 FS
98.45 FL
99.21 TC
98.54 FL
99.34 TC
98.67 FL
CB #5
95.00 INV OUT
95.30 INV IN
3015
100.88 FS
102.17 TC
101.67 FS
101.82 TC
101.32 FS
102.38 TC
101.88 FS
104.40 TC
103.90 FS
103.93 TC
103.43 FS
104.26 TC
103.76 FS
105.83 TC
105.33 FS
105.41 TC
104.91 FS
105.91 TC
105.41 FS
105.77 TC
105.27 FS
106.30 FS
106.10 FS
106.28 FS
106.09 FS
105.88 FS
105.8 TG
103.5 INV 21
105.5 TG
102.5 INV
12"
21 100.03 FL
2.1%
HP
106.3 FG
4"22A
4"22A 1%
TY
P
.
109.0 FS
4"
4"22A
107.05 FS
106.76
CONC.
39 107.50 FS
21 12"22C
12"22C
12"22C
12"22C
4"22A
4"22A
C.O.
75.75 INV37 80.14
FS
80.14 FS
80.00 FS
4"22A
4"22A
12"22C
12"22C
22A
8"22B
8"22B
8"22B
4"22A
8"22B
C.O.-G.B.
105.0 INV 37
PRO
P
.
D
R
I
V
E
W
A
Y
AND
S
T
R
E
E
T
C
U
R
B
P
E
R
DWG
.
5 4
6 -
1 C.O.
98.0 INV
12"
37 C.O.-G.B.
96.4 INV
12"
37 C.O.-G.B.
97.8 INV
12"
37 C.O.-G.B.
97.0 INV
12"
37 37
F.H.
SEE SHEET
C-5.02
TRANS. PER
ELEC. PLANS
107.12 FS
107.60 FS
107.40 FS
107.22 FS
109.0 FS
GRADED
SWALE
-TYP.
GRADED
SWALE
-TYP.
4"22A
4"22A
8"22B
8"22B
8"22B
8"22B
133.9 FL
127.7 FL
123.5 FL
116.6 FL
112.5 FL
132.3 TG
130.0 INV21
125.2 TG
123.0 INV 21
121.2 TG
119.0 INV 21 107.5 TG
105.0 INV21
114.4 TG
112.0 INV 21
C.O.-G.B.
95.0 INV
12"
37 GUARDRAIL
83.82 TW
78.43 BTM.
GUARDRAIL
84.46 TW
78.43 BTM.
1% TY
P
.
3%
1%
99.85 FS
99.67 FS
99.54 FS
99.70 FS
99.43 TC
99.02 FS
2 3
98.91 FS
98.83 FS
98.75 FS
JOIN
(98.3) FS
98.35 FS
97.85 FL
4 .
8 %
H.P.
112.20 TW
108.71 BTM.
107.9 TG
103.0 INV
108.39 TW
106.17 BTM.
28 105.0 TG
102.75 INV
105.84 TW
104.25 BTM.
28 40
35 DAYLIGHT
IN SLOPE
103.0 INV
4"22A
36 110.1 TG
108.0 INV 28
36 36
35 36
35 35
35 35
36 SIDEWALK10
SIDEWALK10
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS FOR GRATE
INLET CALL OUT WITHIN BIKE PARK.
98.1± INV 12" SD
93.8± TOP 12" SD
105.5 TG
102.5 INV
102.5 TG
100.0 INV
98.0 TG
96.0 INV
98.0 TG
95.0 INV
98.0 TG
95.7 INV
98.0 TG
95.7 INV
99.0 TG
96.0 INV
90.5 TG
87.5 INV
98.8 TG
94.2 INV
97.0 TG
94.0 INV
100.0 TG
97.0 INV
103.9 TG
97.0 INV
97.5 TG
94.0 INV
101.0 TG
96.0 INV
4"22A
85.0 INV
12"
91.3 INV
12"
4"22A
4"22A
86.5 INV
12"
92.0 INV
12"
94.7 INV
12"
96.9± INV 4" SD
96.2± TOP 12" SD
4"22A
4"22A
4"22A
4"22A
4"22A
GUARDRAIL
85.09 TW
78.43 BTM.
GUARDRAIL
85.09 TW
78.43 BTM.
117.2 FL
4"22A
11 TYP.
11 TYP.
148.5 FG
108.0 FS
39 107.2 TG
104.2 INV
C.O.
78.75 INV37
R/W
R/W
89.5 FL
44 TYP.
92.0 TG
89.0 INV4"22A
C.O.-G.B.
81.85 INV 37
C.O.-G.B.
81.85 INV 37
C.O.-G.B.
81.85 INV37
C.O.-G.B.
81.85 INV37
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
28 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.15
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 6
MATCH LINE - SEE SHEET C-1.13
F
A
R
A
D
A
Y
A
V
E
.
MATCH LINE - SEE SHEET C-1.14
MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 8
MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 8
SECTION H-H
NOT TO SCALE
H
H
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
** NOTE TO CONTRACTOR:
VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /
VAPOR BARRIER / COMPACTED FILL] W/STRUCTURAL
DRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
1%
PROP. 5" D.G.
/3" A.B. WALK
14'5.5'
4.8'
PROP. BROW DITCH
O
O
P
P
SECTION P-P
NOT TO SCALE
44'18'
PROP.
SIDEWALK
PROP.
CURB
PROP. 2:1
MAX. SLOPE
SECTION O-O
NOT TO SCALE
PROP.
PAVEMENT
26'
PROP.
CURB PROP.
CURB
15'10'
PROP. 2:1
MAX. SLOPE
PROP.
SWALE
PROP.
PAVEMENT
PROP.
PAVEMENT
PROP.
V-GUTTER
PROP.
SIDEWALK
PROP.
CURB
20VA
N
107.0 FS
108.00 FS
109.48 FS
0" CF
105.71 FS
113.90
FS
117.85
FS
HP
110.0 FS
107.56 FS
107.27
CONC.
107.05 FS
106.76
CONC.
109.80 FS
LIMITS OF
GRADING
103.5 TG
99.0 INV
110.50 FS 110.75 FS
12"
108.5 TG
103.0 INV
12"
12"
10.0'
8"@
6%
110.5 TG
108.35 INV
115.0 TG
110.0 INV
106.95
FS
105.97 TC
104.47 FS
0" CF
105.29 FS
106.30
FS
BASIN 'H'
81.0 SURFACE
78.75 SUBDRAIN OUT
GUARDRAIL
85.09 TW
78.43 BTM.
106.61 FS
106.40 FS
SEE SHEET C-2.02
FOR SD
PLAN/PROFILE
SEE SHEET C-2.04
FOR SD
PLAN/PROFILE
SEE SHEET C-2.03
FOR SD
PLAN/PROFILE
SEE SHEET C-2.03
FOR SD
PLAN/PROFILE
112.5 TG
109.25 INV
109.75 TG
106.0 INV
108.0 TG
105.6 INV
107.1 TG
103.15 INV
107.5 TG
105.2 INV
107.5 TG
104.15 INV
12"
107.5 TG
105.5 INV
108.0 TG
105.0 INV
12"
108.4 TG
106.0 INV
109.2 TG
107.2 INV
110.9 TG
108.0 INV
113.75 TG
108.1 INV
108.6 TG
107.1 INV
C.O.
100.00 INV
12"
108.2 TG
105.0 INV
109.3 TG
107.1 INV
112.0 TG
107.5 INV
107.9 FS/TG
106.1 INV 8"
108.80 FS
107.8 TG
106.8 INV
108.25 FS
107.25 TG
105.4 INV
107.7 FS/TG
105.2 INV108.0 FS
107.0 TG
105.05 INV
107.70 FS
106.7 TG
104.85 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS114.95 FS
114.85 FS
114.50 FS 114.33 FS
114.22 FS
107.05 FS
106.76
CONC.
107.20 FS
106.78 TG
101.25 INV 8"
106.6 TG
100.95 INV
107.05 FS
106.63 TG
102.45 INV
107.05 FS
106.63 TG
103.15 INV
107.20 FS
106.91
CONC.
107.38 FS
107.09
CONC.
113.24 FS
112.97 FS
110.27 FS110.04 FS
108.70 FS
108.41 FS
107.55 FS
107.75 FS
107.85 FS
107.71 FS
106.42
CONC.
107.50 FS
107.21
CONC.
108.60 FS
108.85 FS
111.36 FS
111.11 FS
108.50 FS
108.9 FS
107.80 FS
107.51
CONC.
108.4 FS
107.30 FS
107.01
CONC.
107.34
FS
107.42 FS
107.4 TG
102.1 INV 8"
107.4 TG
103.2 INV
107.2 TG
103.1 INV
107.2 TG
104.5 INV
106.5 TG
104.3 INV
107.56 FS
107.27
CONC.
107.11 FS
107.05 FS106.80 FS
107.2 TG
104.0 INV2.2%
2.5%
4. 8
%
1.3 %
4 .
8 %
4%
4.8%
4.7%
4 .
7 %
2. 1
%
1.8%
4 4
22C
41 22C
12 2
2 2
2 2
22C
2 2
3 3
3 3
3 3
2 12
3 12
3 3
22B
20 20
25 32
32 32
32 32
21 21
21 21
21 21
21 21
21 21
21 21
21 37
21 21
21 20
33 3320
33 33
1%
TY
P
.
1%
TYP.
1 %
T
Y
P
.
1%
TYP.
1%
TYP.
1%
TYP.
1 %
T
Y
P
.
1%
TYP.
1%
TYP.
1%
TY
P
.
1%1%
TYP
.
1 %T
Y
P
.
4. 7
%
1 %
26 2126
26 1%
4.7%
3:1
1.8 %
1.8%
1.8 %
1. 8
%
4. 7
%
3.5%
3.3 %
1%
TYP.
21 2121
21 21
1%
TYP
.
1%
TY
P
.
4.8%
3 .
2 %
4.2%
21 2:1
106.45 FS
106.0 TG
104.5 INV 21
105.8 TG
103.8 INV
1.5%
106.10 FS
105.9 TG
103.5 INV
14 106.51 FS
106.99 FS
106.89 FS
4.8%
1%
106.25 FS
106.20 TC
105.70 FS
1.8%
1.8 %
1.8%105.91 FS
105.83 FS
105.98 FS
105.56 FS
105.79 FS
2.1%
1%
110.25 FS
110.15 FS
110.38 FS
110.60 FS
110.50 FS
1%
1.5 %
4"@
2%22A
4"22A
4"22A
1 %
TY
P
.
1%
TY
P
.
109.0 FS
4"22A
8"22B
107.20 FS
106.91
CONC.
8"22B
106.6 TG
100.6 INV21
12"22C
109.58 FS
109.68 FS
109.58 FS
110.35 FS
2:
1 111.0 FL
111.80 FS
111.70 FS
111.80 FS
111.85 FS
111.95 FS
112.05 FS
112.5 TG
110.0 INV 20
113.8 FG
8"@
5.4%22B
8"@
2.9%22B
8"@
10%22B
113.25 FS
110.28 FS
108.70 FS
12"@
2.5%22C
12"@
6.9%22C
113.00 FS
112.00 FS
4:1
111.42 FS
108.87 FS
HP
108.8 FG
108.0 TG
106.0 INV 21C.O.-G.B.
104.5 INV
8"
37 HP
108.3 FG108.5 FS
108.5 FS
108.5 FS
107.5 TG
105.7 INV
33 108.15 FS
108.10 FS
108.45 FS
109.50 FS
109.50 FS
4 :
1 3:1
109.50 FS
4"22A
12"@
2.5%22C
4"22A
8"@
2%22B
8"@
1.5%22B
4"@
2%22A
4"@
1%22A
4"@
1%22A
4"22A
4"22A
4"22A
4"22A
8"@
3.9%22B
8"@
6%22B
4"22A
4"22A
1%
HP
107.7 FG
107.05 FS
106.76
CONC.
39 39
1 %
4"22A
107.80 FS
107.51
CONC.
107.50 FS
21 12"22C
12"22C
12"22C
4"22A
HP
109.5 FL
C.O.
98.0 INV
12"
37 C.O.-G.B.
96.4 INV
12"
37 C.O.-G.B.
105.0 INV
12"
37 C.O.-G.B.
93.6 INV
12"
37 C.O.-G.B.
97.0 INV
12"
37 110.00 FL32
107.46
FS39
107.72 FS
112.5 FS
107.12 FS 107.14 FS
107.23 FS
109.0 FS
107.41 FS
107.60 FS
107.40 FS
111.0 FS
107.22 FS
109.0 FS
107.2 TG
104.0 INV21
C.O.
104.97 INV
107.64 FS
107.54 FS
8"22B
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS FOR GRATE
INLET CALL OUT WITHIN BIKE PARK.
97.3± INV 12" SD
95.8± TOP 12" SD
105.2± INV 12" SD
102.0± TOP 24" SD
120.0 TG
110.5 INV
12"
37 122.5 TG
118.9 INV 8"
114.5 TG
112.5 INV
115.5 TG
112.0 INV
C.O.
118.0 INV
120.0 TG
118.0 INV
118.9 TG
116.0 INV
114.0 TG
112.0 INV
109.3 TG
106.0 INV
106.0 TG
103.0 INV
102.5 TG
100.0 INV
102.5 TG
100.0 INV
102.5 TG
99.5 INV
98.0 TG
97.0 INV
102.5 TG
100.0 INV
105.5 TG
102.5 INV
102.5 TG
100.0 INV
98.0 TG
96.0 INV
98.0 TG
95.0 INV
98.0 TG
95.7 INV
98.0 TG
95.7 INV
98.0 TG
97.0 INV
98.0 TG
96.0 INV
99.0 TG
96.0 INV
98.8 TG
94.2 INV
98.6 INV
102.2 INV
12"
4"
4"22A
104.4 INV
12"
108.1 INV
12"
4"22A
4"22A
4"22A
4"22A
8"22B
86.5 INV
12"
92.0 INV
12"
94.7 INV
12"
98.3 INV
12"
96.7± INV 4" SD
95.6± TOP 12" SD
96.9± INV 4" SD
96.2± TOP 12" SD
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4.1%
111.00 FS
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
EXIST. TRAIL
32 112.50 FS
1%
1 %
T
Y
P
.
1 0
.
5 '
114.5 FL
1 .
7 %
1.7 %
111.8 FG
37 11
TYP.
108.0 FS
39 107.67 FS
107.38
CONC.
107.2 TG
104.2 INV
110.35 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
C.O.
102.05 INV
31 92.0 TG
89.0 INV
111.35 FS
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
29 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.16
MATCH LINE - SEE SHEET C-1.14
MA
T
C
H
L
I
N
E
-
S
E
E
SH
E
E
T
C
-
1 .
1 7
MATC
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 9
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 8
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 5
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
113.90
FS
117.85
FS
109.80 FS
HMP
BOUNDARY
110.75 FS
10.0'
10 .
0 '
8"@
6%
110.5 TG
108.35 INV
115.0 TG
110.0 INV
SEE SHEET C-2.02
FOR SD
PLAN/PROFILE
SEE SHEET C-2.02
FOR SD
PLAN/PROFILE
SEE SHEET C-2.04
FOR SD
PLAN/PROFILE
SEE SHEET C-2.03
FOR SD
PLAN/PROFILE
112.5 TG
109.25 INV
109.75 TG
106.0 INV
108.0 TG
105.6 INV
107.5 TG
104.15 INV
107.5 TG
105.5 INV
108.0 TG
105.0 INV
12"
108.4 TG
106.0 INV
109.2 TG
107.2 INV
110.9 TG
108.0 INV
113.75 TG
108.1 INV
108.6 TG
107.1 INV
109.3 TG
107.1 INV
112.0 TG
107.5 INV
107.9 FS/TG
106.1 INV 8"
108.80 FS
107.8 TG
106.8 INV
108.25 FS
107.25 TG
105.4 INV
107.7 FS/TG
105.2 INV108.0 FS
107.0 TG
105.05 INV
107.70 FS
104.85 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS114.95 FS
114.85 FS
114.50 FS 114.33 FS
114.22 FS
113.24 FS
112.97 FS
110.27 FS
111.36 FS
111.11 FS
108.50 FS
108.9 FS
2.5%
1.3 %
4 .
8 %
4%
4.8%
4.7%
2. 1
%
1.8%
2 3
3 3
12 3
3 3
3 3
12 3
3 22B
20 20
32 32
32 32
32 1221
21 21
21 21
21 21
21 21
21 21
21 21
20 33
3320
33 33
1%
TY
P
.
1%
TYP.
1 %
T
Y
P
.
1%
TYP.
1%
TYP.
1%
TYP.
1 %T
Y
P
.
1 %
T
Y
P
.
4.7 %
1 %
4.7%
3:1
1.8%
3.5%
2:1 MAX.
2:1
1.5 %
4"@
2%22A
2:
1 111.0 FL
111.80 FS
111.70 FS
111.80 FS
111.85 FS
111.95 FS
112.05 FS
112.5 TG
110.0 INV 20
113.8 FG
8"@
5.4%22B
8"@
2.9%22B
8"@
10%22B
113.25 FS
113.00 FS
112.00 FS
4:1
111.42 FS
HP
108.8 FG
108.0 TG
106.0 INV 21C.O.-G.B.
104.5 INV
8"
37 HP
108.3 FG108.5 FS
108.5 FS
108.5 FS
107.5 TG
105.7 INV
33 108.15 FS
108.10 FS
108.45 FS
109.50 FS
109.50 FS
4 :
1 3:1
109.50 FS
22A
12"@
2.5%22C
8"@
2%22B
8"@
1.5%22B
4"@
2%22A
4"@
1%22A
4"@
1%22A
22A
4"22A
4"22A
8"@
6%22B
8"22B
1%
TY
P
.
4"22A
110.00 FL32
123.8 FL
C.O.
104.97 INV
35 120.0 TG
123.5 TG
121.0 INV
123.0 TG
116.5 INV
124.0 TG
120.4 INV
114.5 TG
112.5 INV
115.5 TG
112.0 INV
4"22A
4"22A
4"22A
4"22A
114.8 INV
12"
127.50 FS
EXIST. TRAIL
EXIST. TRAIL
EXIST. TRAIL
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
4.1%
111.00 FS
EXIST. TRAIL
32 112.50 FS
1%
1 %
T
Y
P
.
1 0
.
5 '
1 .
7 %
1.7 %
10.5'
10.0'
32 12"
32 12"
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
126.70 FS
126.2 FL
32 3
3 2.2%
2. 2
%
6. 7
%
121.00 TG
118.00 INV28
3 32
12"
32 12"121.50 FS
121.40 FS
121.50 FS
121.60 FS
121.74 FS
121.88 FS
1.8 %
122.44 TW
120.84 BTM.
121.0 TG
117.7 INV 28 36
121.2 TG
117.3 INV 8"28
130.69 TW
128.47 BTM.
129.5 TG
126.0 INV 28 36
GUARDRAIL
137.02 TW
128.48 BTM.
GUARDRAIL
142.13 TW
131.65 BTM.
GUARDRAIL
130.68 TW
122.75 BTM.
111.8 FG
141.0 FL
132.0 FG
2:1
134.0 FG
GUARDRAIL
132.60 TW
124.65 BTM.
131.5 FL
110.35 FL
119.0 FL
134.0 FL
124.5 FL
144.0 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
C.O.
102.05 INV
111.35 FS
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
30 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.17
MATCH LINE - SEE SHEET C-1.19 MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 9
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 6
I
I
EXIST. SLOPE
PROP.
BROW DITCH
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
SECTION I-I
NOT TO SCALE
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
1%
PROP. 5" D.G.
/3" A.B. WALK
10.5'
1%
10'
PROP. 5" D.G.
/3" A.B. WALK
PROP.
BROW DITCH
SEE DETAIL 'A' SHEET C-1.03 FOR
TYPICAL BROW DITCH TO CATCH
BASIN TYPE 'F' TRANSITION
SEE DETAIL 'A' SHEET C-1.03 FOR
TYPICAL BROW DITCH TO CATCH
BASIN TYPE 'F' TRANSITION
ELEC
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ELECT
R
I
C
VEHIC
L
E
PARKIN
G
ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRICVEHICLE
PARKING
ONLY
ELECTRICVEHICLEPARKING
ONLY
1 2 3 4 5 6 7
8 9
10 11
12 13
14 15 16 17
18 19
20 23
24 25
26 27
28 29
303132
3334353637
VA
N
112.8 FS
107.0 FS
0" CF
105.71 FS
100.70 TC
100.20 FS
80.00 FS
(78.0±) FS
LIMITS OF
GRADING
EXISTING
PEDESTRIAN
UNDERPASS
80.5± TMH
EXIST 36" RCP SD
*(72.6±) INV
75.27 INV 4"
74.50 INV 4"
73.60 INV 24"
89.5± TMH
EXIST 24" RCP SD
*(84.0±) INV
85.17 INV 4"
110.50 FS 110.75 FS
8 .
0 '
99.5 TG
96.5 INV 12"
2 6
.
0 '
4"
79.5 TG
78.5 INV
89.0 TG
86.0 INV
102.1 TG
100.8 INV
82.67 TG
78.75 INV
85.50 TG
82.75 INV
81.33 INV
81.33 INV
81.33 INV
85.33 INV
14.0 '
14. 0
'
106.95
FS
100.35 TC
99.85 FS
101.84 TC
101.34 FS
102.73 TC
102.23 FS
104.00 TC
103.50 FS
104.75 TC
104.25 FS
105.70 TC
105.20 FS
105.51 TC
105.01 FS
105.75 TC
105.25 FS
105.97 TC
104.47 FS
0" CF
105.29 FS
105.05 FS
104.89 FL
104.35 TC
103.85 FS
102.40 TC
101.90 FS
101.85 TC
101.35 FL
99.81 TC
99.31 FS
99.43 TC
98.93 FL
BASIN 'I'
85.0 SURFACE
82.75 SUBDRAIN OUT
82.50 BOT.
87.0 FG
-TYP.
BASIN 'H'
81.0 SURFACE
78.75 SUBDRAIN OUT
78.50 BOT.
GUARDRAIL
85.09 TW
78.43 BTM.
GUARDRAIL
85.09 TW
78.43 BTM.
90.5 INV
81.33 INV
83.0 TG
81.8 INV
84.3 TG
82.0 INV
PROP. STREET
STRIPING PER
SEPARATE
PROJECT
BASIN 'L'
78.0 SURFACE
75.75 SUBDRAIN OUT
75.50 BOT.
80.0 FG
-TYP.
78.50 TG
75.75 INV
78.33 INV
C.O.
89.87 INV
(98.10)
B.O.W.
(97.49)
B.O.W.
(97.12)
B.O.W.
(96.79)
B.O.W.
(96.76)
B.O.W.
(96.98)
B.O.W.
(96.75)
B.O.W.
SEE SHEET C-2.03
FOR SD
PLAN/PROFILE
SEE SHEET C-2.04
FOR SD
PLAN/PROFILE
SEE SHEET C-2.03
FOR SD
PLAN/PROFILE
109.75 TG
106.0 INV
107.1 TG
103.15 INV
107.5 TG
105.2 INV
C.O.
100.00 INV
12"
108.2 TG
105.0 INV
107.7 FS/TG
105.2 INV108.0 FS
107.0 TG
105.05 INV
107.05 FS
106.76
CONC.
107.20 FS
106.78 TG
101.25 INV 8"
106.6 TG
100.95 INV
107.05 FS
106.63 TG
102.45 INV
110.27 FS110.04 FS
108.70 FS
108.41 FS
107.55 FS
CONC.
108.9 FS
108.4 FS
107.30 FS
107.01
CONC.
107.34
FS
6.2%
8. 9
%
8 .
9 %
12 %
12%
12%
3.5%
2.4%
4 .
8 %
4 .
7 %
1 1
1 32
3 28
2 2
6 6
6 6
6 6
6 5
5 5
5 2
2 9
9 9
2 2
2 3
3 22C
3 32
32 32
32 32
3 3
28 28
28 24
24 23A
23A
23A
23 12
3.7%
25 25
1%
T
Y
P
.
1%
T
Y
P
.
1% TYP.
1%
T
Y
P
.
23 28
28 25
40 23
21 21
21 37
21 33
1%
TYP.
1%
TYP
.
1%1%
TYP
.
26 2126
4.7%
1.8 %
1 .
8 %
4. 7
%
13TYP.
13TYP.
14 106.51 FS
106.99 FS
106.89 FS
4.8%
1%
14 105.96 TC
105.46 FS
106.05 TC
105.55 FS
105.42 TC
104.92 FS
105.45 TC
104.95 FS
106.25 FS
106.20 TC
105.70 FS
1.8%
1.8 %
1.9 %
1.8%105.91 FS
105.83 FS
105.98 FS
105.52 TC
105.02 FS
105.56 FS
105.79 FS
104.77 TC
104.27 FS
104.84 TC
104.34 FS
105.11 FS
105.04 FS
104.46 FS
104.46 FS
104.54 FS
104.62 FS
103.87 FS
103.77
FS
103.50 TC
103.00 FS
103.60 TC
103.10 FS
104.27 TC
103.77 FS
104.06 TC
103.56 FS
103.36 FL
104.14 TC
103.64 FS
1. 5
%
1.8%
1.5 %
1 .
8 %
4.8 %
1%
4. 8
%
3.1%
4.6%
1.8%
4.8%
4.8%
1.8%
1. 8
%
1 .
8 %
1 .
8 %
1 .
8 %
1. 8
%
103.45 FL
103.92 TC
103.25 FL103.89 TC
103.22 FL
CB #6
100.00 INV OUT
100.30 INV IN
3015
102.61
FL
103.94 FL
3.1%
1. 5
%
1%
1 .
5 %
3.1%
2 %
3.4%
3.4%1
.
5 %
1 %
4.6%
2 .
6 %
3.5%
4%
3 .
5 %
3%
1 %
3.7%
1 .
5 %
102.19 TC
101.69 FS
101.89 TC
101.39 FS
102.10 TC
101.60 FS
99.65 TC
99.15 FL
100.08 FS
99.01 TC
98.67 FS
4" CF
98.78 FS
98.45 FL
99.21 TC
98.54 FL
99.34 TC
98.67 FL
CB #5
95.00 INV OUT
95.30 INV IN
3015
100.88 FS
102.17 TC
101.67 FS
101.82 TC
101.32 FS
102.38 TC
101.88 FS
104.40 TC
103.90 FS
103.93 TC
103.43 FS
104.26 TC
103.76 FS
105.83 TC
105.33 FS
105.41 TC
104.91 FS
100.03 FL
2.1%
1%
110.25 FS
110.15 FS
110.38 FS
110.60 FS
110.50 FS
1%
8"22B
106.91
CONC.
8"22B
106.6 TG
100.6 INV21
12"22C
110.28 FS
108.70 FS
12"@
6.9%22C
HP
108.8 FG
C.O.-G.B.
104.5 INV
8"
37 108.5 FS
4"22A
8"@
3.9%22B
4"22A
1 %
1.8 %
102.52 FS
102.75 FS
102.61 FS102.42 FS
102.28 FS
4"22A
4"22A
12"22C
12"22C
12"22C
12"22C
12"22C
12"22C
4"22A
88.5± TMH
EXIST 36" RCP SD
*(71.6±) INV 36"
73.1 INV 18"
C.O.
82.75 INV37
4"22A8"22B
4"22A
C.O.
75.75 INV37 80.14
FS
80.14 FS
80.00 FS
12"22C
12"22C
22A
101.8 FL
PRO
P
.
D
R
I
V
E
W
A
Y
AND
S
T
R
E
E
T
C
U
R
B
P
E
R
DWG
.
5 4
6 -
1 4"22A
4"22A
C.O.-G.B.
96.4 INV
12"
37 C.O.-G.B.
97.8 INV
12"
37 C.O.-G.B.
93.6 INV
12"
37 C.O.-G.B.
97.0 INV
12"
37 F.H.
SEE SHEET
C-5.02
FSGRADED
SWALE
-TYP.
112.5 FL
C.O.-G.B.
95.0 INV
12"
37 GUARDRAIL
83.82 TW
78.43 BTM.
GUARDRAIL
84.46 TW
78.43 BTM.
GUARDRAIL
83.82 TW
78.43 BTM.
3%
1%
99.85 FS
99.67 FS
99.54 FS
99.70 FS
99.43 TC
99.02 FS
2 3
98.91 FS
98.83 FS
98.75 FS
JOIN
(98.3) FS
98.35 FS
97.85 FL
40 40
24 35
35 35
35 36
SIDEWALK10
81.33 INV23A
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS
FOR GRATE INLET CALL
OUT WITHIN BIKE PARK.
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS FOR GRATE
INLET CALL OUT WITHIN BIKE PARK.
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS FOR GRATE
INLET CALL OUT WITHIN BIKE PARK.
97.3± INV 12" SD
95.8± TOP 12" SD
98.1± INV 12" SD
93.8± TOP 12" SD
88.0± INV 12" SD
85.1± TOP 24" SD
100.9± INV 8" SD
95.5 ± TOP 24" SD
12"22C
12"22C
111.0 TG
108.0 INV 8"
113.0 TG
110.0 INV
113.5 TG
110.0 INV
8"
108.0 TG
105.0 INV
108.0 TG
102.0 INV
102.9 TG
100.0 INV
105.5 TG
103.0 INV
102.1 TG
99.0 INV 8"
101.1 TG
98.0 INV
99.1 TG
93.0 INV 12"
98.1 TG
95.5 INV
103.5 TG
101.0 INV
101.5 TG
99.0 INV
99.5 TG
95.0 INV
12"
98.5 TG
96.0 INV
100.1 TG
97.5 INV
102.5 TG
96.5 INV
12"
104.5 TG
101.5 INV
106.0 TG
103.5 INV 109.5 TG
107.0 INV 112.0 TG
110.0 INV
111.0 TG
108.5 INV
107.5 TG
103.0 INV 8"
109.9 TG
107.0 INV
112.0 TG
110.0 INV
109.0 TG
106.0 INV
107.5 TG
104.0 INV
105.1 TG
101.0 INV 12"
104.9 TG
102.0 INV
103.2 TG
100.0 INV
109.3 TG
106.0 INV
110.0 TG
107.0 INV
106.0 TG
103.0 INV
102.5 TG
100.0 INV
102.5 TG
100.0 INV
102.5 TG
99.5 INV
98.0 TG
97.0 INV
102.5 TG
100.0 INV
105.5 TG
102.5 INV
102.5 TG
100.0 INV
98.0 TG
96.0 INV
98.0 TG
95.0 INV
98.0 TG
95.7 INV
98.0 TG
95.7 INV
98.0 TG
97.0 INV
98.0 TG
96.0 INV
99.0 TG
96.0 INV
90.5 TG
87.5 INV
98.8 TG
94.2 INV
97.0 TG
94.0 INV
100.0 TG
97.0 INV
103.9 TG
97.0 INV
97.5 TG
94.0 INV
101.0 TG
96.0 INV
103.2 TG
101.5 INV
4"22A
8"22B
4"22A
4"22A
4"22A
4"22A
4"22A
8"22B
4"22A
4"22A
4"22A
4"22A
4"22A
8"
8"22B
12"22C
12"22C
12"22C
12"22C
8"22B
C.O.-G.B.
90.0 INV
12"
37 98.6 INV
12"
8"22B
8"22B
8"22B
8"22B
4"22A
4"22A
4"22A
102.2 INV
12"
4"22A
4"22A
104.4 INV
12"
4"22A
85.0 INV
12"
91.3 INV
12"
4"22A
4"22A
86.5 INV
12"
92.0 INV
12"
94.7 INV
12"
98.3 INV
12"
96.7± INV 4" SD
95.6± TOP 12" SD
96.9± INV 4" SD
96.2± TOP 12" SD
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
GUARDRAIL
85.09 TW
78.43 BTM.
GUARDRAIL
85.09 TW
78.43 BTM.
4"22A
11 TYP.
C.O.
78.75 INV 37
C.O.
78.75 INV37
R/W
R/W
99.5 FL
89.5 FL
91.0 FL
89.85 FL
86.85 FL
9 44
TYP.
44 44
92.0 TG
89.0 INV4"22A
C.O.-G.B.
81.85 INV 37
C.O.-G.B.
81.85 INV 37
C.O.-G.B.
81.85 INV37
C.O.-G.B.
81.85 INV37
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
31 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.18
F
A
R
A
D
A
Y
A
V
E
.
MATC
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 5
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 9
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 9
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 9
MATCH LINE - SEE SHEET C-1.20
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
107.0 FS
129.40 FS
117.85
FS
HP
130.15 FS
LIMITS OF
GRADING
HMP
BOUNDARY
(165.0±) FG
110.50 FS 110.75 FS
130.68 TW
128.47 BTM.
1 4
.
0 '
10. 5
'
10 .
0 '
14.0'
8"@
6%
115.0 TG
110.0 INV
H.P.
GUARDRAIL
134.50 TW
127.83 BTM.
129.5 TG
126.0 INV
SEE SHEET C-2.03
FOR SD
PLAN/PROFILE
SEE SHEET C-2.03
FOR SD
PLAN/PROFILE
112.5 TG
109.25 INV
109.75 TG
106.0 INV
107.1 TG
103.15 INV
C.O.
100.00 INV
12"
108.2 TG
105.0 INV
107.25 TG
105.4 INV
107.7 FS/TG
105.2 INV108.0 FS
107.0 TG
105.05 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS114.95 FS
114.85 FS
106.6 TG
100.95 INV
113.24 FS
112.97 FS
110.27 FS110.04 FS
108.70 FS
108.41 FS
107.55 FS
108.9 FS
107.01
CONC.
1.3 %
4 .
8 %
4 .
8 %
4%
4.8%
4.8%
4.8 %
4.7%
4 .
7 %
2 2
3 3
3 3
12 3
32 32
3 3
3 22B
20 28
1 %
T
Y
P
.
1 %
T
Y
P
.
32 1221
21 21
37 21
3320
33 1%
TYP
.
1 %T
Y
P
.
1%
TYP.
1%
1 %T
Y
P
.
4. 7
%
1 %
21 4.7%
1.8%
1.8 %
1 .
8 %
4. 7
%
2:1
2 :
1 M
A
X
.
1%
110.25 FS
110.15 FS
110.38 FS
110.60 FS
110.50 FS
1%
1.5 %
8"22B
12"22C
113.25 FS
110.28 FS
108.70 FS
12"@
6.9%22C
HP
108.8 FG
108.0 TG
106.0 INV 21C.O.-G.B.
104.5 INV
8"
37 HP
108.3 FG108.5 FS
108.5 FS
4"22A
4"22A
4"22A
8"@
3.9%22B
8"@
6%22B
8"22B
8"22B
12"22C
1%
TY
P
.
4"22A
128.8 FL
C.O.-G.B.
105.0 INV
12"
37 35
35 NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS FOR GRATE
INLET CALL OUT WITHIN BIKE PARK.
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS FOR GRATE
INLET CALL OUT WITHIN BIKE PARK.
1.4%
HP
129.5 FL
125.30 FS
125.11 FS
1.8 %
100.9± INV 8" SD
95.5 ± TOP 24" SD
105.2± INV 12" SD
102.0± TOP 24" SD
120.0 TG
110.5 INV
12"
37 12"22C
123.5 TG
121.0 INV
123.0 TG
116.5 INV
124.0 TG
120.4 INV
124.0 TG
121.0 INV
122.5 TG
118.9 INV 8"
122.0 TG
120.0 INV
114.5 TG
112.5 INV
115.5 TG
112.0 INV
C.O.
118.0 INV
120.0 TG
118.0 INV
118.9 TG
116.0 INV
114.0 TG
112.0 INV
120.0 TG
117.0 INV
113.0 TG
111.0 INV
116.9 TG
114.0 INV
119.1 TG
116.0 INV
123.0 TG
121.0 INV
122.6 TG
120.0 INV
111.0 TG
108.0 INV 8"
113.0 TG
110.0 INV
112.5 TG
109.6 INV
113.5 TG
110.0 INV
8"
108.0 TG
105.0 INV
108.0 TG
102.0 INV
102.9 TG
100.0 INV
105.5 TG
103.0 INV
103.5 TG
101.0 INV
104.5 TG
101.5 INV
106.0 TG
103.5 INV 109.5 TG
107.0 INV 112.0 TG
110.0 INV
111.0 TG
108.5 INV
117.5 TG
114.5 INV
117.0 TG
115.0 INV
113.0 TG
103.2 TG
100.0 INV
109.3 TG
106.0 INV
110.0 TG
107.0 INV
106.0 TG
103.0 INV
117.0 TG
114.0 INV
103.2 TG
101.5 INV
8"
4"22A
4"22A
8"22B
8"22B
8"22B
8"22B
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
102.2 INV
12"
4"22A
4"22A
104.4 INV
12"
108.1 INV
12"
4"22A
4"22A
4"22A
4"22A
8"22B
4"22A 4"22A
4"22A
4"22A
4"22A
114.8 INV
12"
1 5
%
HMP
BOUNDARY
20' OFFSET FROM
HMP BOUNDARY
LIMITS OF GRADING
22'± OFFSET FROM
HMP BOUNDARY
EXIST. TRAIL
EXIST. TRAIL
32 32
32 156.5 FL
121.00 TG
118.00 INV28
3 12"
32 12"
32 12"
4"22A
32 12"121.50 FS
121.40 FS
121.50 FS
121.60 FS
121.74 FS
121.88 FS
1.8 %
122.44 TW
120.84 BTM.
121.0 TG
117.7 INV 28 36
121.2 TG
117.3 INV 8"28
130.69 TW
128.47 BTM.
129.5 TG
126.0 INV 28 36
GUARDRAIL
137.02 TW
128.48 BTM.
GUARDRAIL
142.13 TW
131.65 BTM.
HP
GUARDRAIL
142.13 TW
132.92 BTM.
35 140.86 TW
138.63 BTM.
140.1 TG
136.0 INV 28
GUARDRAIL
130.68 TW
122.75 BTM.
GUARDRAIL
133.23 TW
124.65 BTM.
GUARDRAIL
133.86 TW
125.92 BTM.
GUARDRAIL
133.23 TW
128.47 BTM.
141.0 FL
141.5 FL
H.P.
133.8 FL
37 132.0 FG
2:1
134.0 FG
GUARDRAIL
132.60 TW
124.65 BTM.
131.5 FL
132.5 FL
134.5 FG
133.1 FL
144.0 FL
154.5 FL
124.5 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
32 12"
144.5 FL
149.5 FL
154.25 FL
C.O.
102.05 INV
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
32 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.19
MATCH LINE - SEE SHEET C-1.17
MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 7
MATCH LINE
-
S
E
E
S
H
E
E
T
C
-
1 .
2 0
MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 6
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 8
J
J
SECTION J-J
NOT TO SCALE
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH
10.5'PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL
WHEN TOP OF WALL
TO BOTTOM OF WALL
IS OVER 2.5-FEET
TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
1%
PROP. 5" D.G.
/3" A.B. WALK
14'
3.3'
9.3''
100.87 FS
116.0 FS
JOIN
(114.8±) FS
LIMITS OF
GRADING
HMP
BOUNDARY
HMP
BOUNDARY
LIMITS OF
GRADING
108.0± TMH
EXIST 18" RCP SD
*(102.46±) INV
103.29 INV 8"
102.1 TG
100.8 INV
114.25 TG
110.25 INV
114.5 TG
111.5 INV
100.50 TG
97.75 INV
108.50 TG
105.75 INV
100.33 INV
108.33 INV
4"
8"@
3.9%
8"
14.0 '
14. 0
'
14.0 '
14.0'
14.0'
118.0 TG
115.0 INV
8"
BASIN 'K'
108.0 SURFACE
105.75 SUBDRAIN OUT
105.50 BOT.
110.0 FG
-TYP.
BASIN 'J'
100.0 SURFACE
97.75 SUBDRAIN OUT
97.50 BOT.
102.0 FG
-TYP.
(100.26) FS
B.O.W.
(98.92)
B.O.W.
(101.49)
B.O.W.
(104.96)
B.O.W.
4"
HP
110.0 FG
-TYP.
HP
115.5 FL
4.8%
4.8 %
4.8 %
8.9 %
4.8 %
4 .
8 %
1 .
8 %
4. 4
%
32 32
32 32
32 32
32 32
3 3
3 3
3 25
28 28
28 28
24 40
23 23
22A
22B
12 12
12 2
29 12
3 28
22B
25 1% T
Y
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1% T
Y
P
.
1% TYP
.
1%
T
Y
P
.
22A
2:1 MA
X
.
2:1
M
A
X
.
38 114.81 FS
114.95 FS
115.09 FS
114.89 FS
114.75 FS1%
113.49 FS
118.52 FS
8"22B
107.80 FS
C.O.
105.75 INV 37
C.O.
105.75 INV37
22B
C.O.
97.75 INV 37
(100.53) FS
B.O.W.
1.8 %
102.52 FS
102.70 FS
102.75 FS
102.61 FS102.42 FS
102.28 FS
4"22A
114.2 FL
101.8 FL
40 24
SIDEWALK10
SIDEWALK10
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS
FOR GRATE INLET CALL
OUT WITHIN BIKE PARK.
NOTE TO CONTRACTOR:
SEE BIKE PARK PLANS FOR GRATE
INLET CALL OUT WITHIN BIKE PARK.
125.30 FS
125.11 FS
1.8 %
122.6 TG
120.0 INV
108.0 INV 8"
113.0 TG
110.0 INV
102.9 TG
100.0 INV
103.0 INV
102.1 TG
99.0 INV 8"
101.1 TG
98.0 INV
99.1 TG
93.0 INV 12"
98.1 TG
95.5 INV
103.5 TG
101.0 INV
101.5 TG
99.0 INV
99.5 TG
95.0 INV
12"
98.5 TG
96.0 INV
100.1 TG
97.5 INV
102.5 TG
96.5 INV
12"
104.5 TG
101.5 INV
106.0 TG
103.5 INV 109.5 TG
107.0 INV 112.0 TG
110.0 INV
111.0 TG
108.5 INV
117.5 TG
114.5 INV
117.0 TG
115.0 INV
113.0 TG
110.5 INV
8"
119.5 TG
116.8 INV
119.5 TG
117.0 INV
114.5 TG
112.0 INV
117.0 TG
114.0 INV
114.0 TG
112.0 INV
111.5 TG
109.8 INV
111.5 TG
110.0 INV
109.9 TG
107.0 INV
109.9 TG
106.0 INV 8"
107.5 TG
103.0 INV 8"
106.9 TG
104.0 INV
109.9 TG
107.0 INV
112.0 TG
110.0 INV
109.0 TG
106.0 INV
107.5 TG
104.0 INV
105.1 TG
101.0 INV 12"
104.9 TG
102.0 INV
117.0 TG
114.0 INV
4"22A
8"22B
4"22A
4"22A
4"22A
8"22B
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
8"22B
8"22B
12"22C
12"22C
12"22C
12"22C
8"22B
8"22B
4"22A
20' OFFSET FROM
HMP BOUNDARY
R/W
R/W
124.5 FL
109.5 FL
99.5 FL
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
3 WIRE HABITAT FENCE
PER LANDSCAPE
ARCHITECT PLANS
32 12"
32 12"
32 12"
32 12"
124.5 FL
114.95 FL
129.5 FL
134.5 FL
139.5 FL
144.5 FL
149.5 FL
44 44
TYP.
4"22A
113.0 TG
111.0 INV
GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A
PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 23 24
25 26
27 28
29 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039
CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.
SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN 313-4, CASE E CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 CONSTRUCT LEVEL PAD FOR BUS STOP
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT 3" A.C./9" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 3" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
33 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-1.20
FAR
A
D
A
Y
A
V
E
.
MATCH LINE
-
S
E
E
S
H
E
E
T
C
-
1 .
1 9
MATCH LINE -
SEE SHEET C-1.18
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1 .
1 8
NOTE TO CONTRACTOR:
ALL GRADING AND EARTHWORK IS TO BE DONE IN
ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:
CONTRACTOR TO VERIFY ELEVATION PRIOR TO
CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
NOTE TO CONTRACTOR:
LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.
PRECISE GRADING PLAN
NOTE TO CONTRACTOR:
AN AREA EAST OF THIS PROJECT IS
CONSIDERED AN ENVIRONMENTALLY
SENSITIVE AREA (ESA) AND DENOTED
AS SUCH ON ALL DEVELOPMENT
PLANS. PRIOR TO ANY GROUND
DISTURBANCE WITHIN 100 FEET OF
SDI-8303, PROTECTIVE ESA FENCING
AND TEMPORARY SIGNAGE WILL BE
PLACED AT LEAST TWENTY-FIVE FEET
OUTSIDE OF THE IDENTIFIED SITE
BOUNDARIES.
ELEC
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONLY
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONL
Y
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ELE
C
T
R
I
C
VEH
I
C
L
E
PA
R
K
I
N
G
ONL
Y
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONL
Y
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONL
Y
20 21
22A
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24
25 26
27 28
29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04
STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
34 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-2.01
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES:3+503+002+502+001+501+00 4+00 4+50 5+00 5+50 6+00
STORM DRAIN LINE/CURVE DATA
BEARING/DELTANO.RADIUS LENGTH
A N 70°02'00" E -337.54
B 200.00 258.1573°57'19"
65 75
22D
ST
A
3 +
4 0
.
7 1
58 .
9 4
I
N
V
ST
A
3 +
3 6
.
7 1
58 .
6 1
I
N
V
PROP. FS
CONST. 234.71 LF - 18" HDPE STORM DRAIN
Q(100)=24.5 cfs
V=19.2 fps
PROP. 4" PVC SD
SEE GRADING SHEETS
ST
A
1 +
0 0
.
0 0
PROP. 12" PVC SD
SEE GRADING SHEETS
LINE 'A'
B
TY
P
E
'
A
'
C
.
O
.
#
1 58.0±
R
I
M
ST
A
1 +
0 2
.
0 0
46 .
5 0
I
N
V
JOIN
(45.5±) INV
30" RCP
55 45
65 TY
P
E
'
A
'
C
.
O
.
#
2 ST
A
3 +
3 8
.
7 1
66.1±
R
I
M
85 (S=0.0425)
CONST. 376.54 LF - 18" HDPE STORM DRAIN
S=0.0412
38 22D
CO #2
STA 3+38.7129 CO #3
STA 4+37.54 29BC
ST
A
4 +
3 9
.
5 4
67 .
0 0
I
N
V
ST
A
4 +
3 5
.
5 4
66 .
6 7
I
N
V
TY
P
E
'
A
'
C
.
O
.
#
3 ST
A
4 +
3 7
.
5 4
75.0±
R
I
M
S=0.08
1 5
CONST. 94.83 LF - 18" HDPE STORM DRAIN
54.66 I
N
V
54 .
5 8
I
N
V
61 .
5 2
I
N
V
62 .
8 ±
I
N
V
1 "
W
A
T
E
R
4"
S
D
12" S
D
8"
S
D
72.2 7
I
N
V
4" SD
63.00 INV
4" SD
S=0.08
1 5
BC
SE
E
S
H
E
E
T
C
-
2 .
0 2
PROP. WATER
SEE UTILITY PLAN
PROP. 4" PVC SD
SEE GRADING SHEETS
PROP. 12" PVC SD
SEE GRADING SHEETS
PROP. 8" PVC SD
SEE GRADING SHEETS
47.00 I
N
V
1 2
"
47.33 I
N
V
8 "
(
2 )
IDENTICAL
POINT
PROP. FS
PROP. FS
65 75
Q(100)=24.5cfs
V=20.5 fps
Q(100)=24.5 cfs
V=16.2 fps
HGL (100)=48.0
(ASSUMED)
HGL (100)
HGL (100)
HGL (100)
29 EXIST. 30" RCP
- PROTECT IN
PLACE
C.O. #1
STA. 1+00.00
JOIN EXIST.
30" RCP SD
47.33 I
N
V
4 "
LINE 'A'LINE 'A'
A
EXIST. GROUND
EXIST. GROUND
EXIST. HEADWALL AND
PIPE TO BE REMOVED
EXIST. 30"
R.C.P. S.D.
S=0.0516
STORM DRAIN PLAN/PROFILE
20 .
5 '
±
M
A
X
.
C
O
V
E
R
IN
S
T
A
L
L
P
I
P
E
I
N
B
E
D
D
I
N
G
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
C
O
V
E
R
H
E
I
G
H
T
20 21
22A
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24
25 26
27 28
29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04
STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
35 0 10 20 40
SCALE: 1" = 20'
S
W
E
SHEET C-2.02
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES:8+007+507+006+506+00 2+00 1+50 1+00 1+50 2+00 2+50 B
STA 2+50.08
INLET
31 STA 6+95.69
115
105
LINE 'B'
SEE SHEET C-2.04
125
EC
LINE 'B-2'
EC ST
A
6 +
9 5
.
6 9
22D
ST
A
1 +
0 2
.
0 0
10 5
.
3 0
I
N
V
CONST. 101.31 LF - 24" HDPE STORM DRAIN
- USE WATERTIGHT JOINTS WHEN HGL IS HIGHER THAN PIPE SOFFIT 0 10 20 40
SCALE: 1" = 20'
S
W
E
LINE 'A'
LINES 'B-1' & 'B-2'
2+50 3+00
STORM DRAIN LINE/CURVE DATA
BEARING/DELTANO.RADIUS LENGTH
B 200.00 258.15
C
D -105.31
73°59'19"
N 54°21'59" W
-122.39N 03°55'19" W
N 63°36'21" EE -150.08
C
D
E
85 75
95 TY
P
E
'
A
'
C
.
O
.
#
7 ST
A
1 +
0 0
.
0 0
114.8
±
R
I
M
TY
P
E
'
F
'
C
.
B
.
ST
A
2 +
0 5
.
3 1
11 0
.
0 F
L
TY
P
E
'
F
'
C
.
B
.
ST
A
2 +
5 0
.
8 0
123.8
F
L
115
105
125
ST
A
2 +
4 8
.
0 8
11 7
.
2 9
I
N
V
ST
A
2 +
0 3
.
3 1
10 6
.
8 0
I
N
V
ST
A
1 +
0 2
.
0 0
10 5
.
6 0
I
N
V
104.97
I
N
V
2 4
"
LINE 'B
'
CONST. 146.08 LF - 18" HDPE STORM DRAIN
- USE WATERTIGHT JOINTS WHEN HGL IS HIGHER THAN PIPE SOFFIT S=0.0148
S=0.08
0 0
TY
P
E
'
F
'
C
.
B
.
ST
A
8 +
1 8
.
0 8
ST
A
8 +
1 6
.
0 8
82 .
5 0
I
N
V
87.5 F
L
CONST. 376.54 LF - 18" HDPE STORM DRAIN
STA 2+05.3141
INLET
LINE 'B-1'
22D
22E
STA 7+40.61 LINE 'B'
CO #7
29STA 1+00.00 LINES
'B-1' & 'B-2'
81 .
2 0
I
N
V
8"
S
D
S=0.0412
SE
E
S
H
E
E
T
C
-
2 .
0 1
85 75
95 PROP. FS
PROP. FS
PROP. FS
Q(100)=24.5 cfs
V=16.2 fps
Q(100)=23.0 cfs
V=7.3 fps
Q(100)=17.1 cfs
V=19.3 fps
HGL (100)
HGL(100)=109.4
HGL (100)
HGL (100)
41 31
31 LINE 'A'LINE 'B-1'LINE 'B-2'
77 .
5 4
I
N
V
EXIST. GROUND
EXIST. GROUND
STORM DRAIN PLAN/PROFILE
25 .
5 '
±
M
A
X
.
C
O
V
E
R
IN
S
T
A
L
L
P
I
P
E
I
N
B
E
D
D
I
N
G
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
C
O
V
E
R
H
E
I
G
H
T
INLET
STA 8+18.0841
88.63 R
I
M
124.9
3 R
I
M
11 1
.
1 3
R
I
M
1'
M
I
N
.
C
O
V
E
R
20 21
22A
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24
25 26
27 28
29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04
STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
36 0 10 20 40
SCALE: 1" = 20'
S
W E
SHEET C-2.03
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES:3+503+002+502+001+501+00 4+00 4+50 5+00 5+50
STORM DRAIN LINE/CURVE DATA
BEARING/DELTANO.RADIUS LENGTH
F N 85°14'36" E -96.20
G 300.00 231.10
H
I
-81.77
F
44°08'15"
N 41°06'21" E
80 70
90 STA 1+96.20
BC
STA 1+05.46 348" SD
91.2 0
I
N
V
1 2
"
S
D
(72
.
6 ±
)
I
N
V
3 6
"
ST
A
1 +
0 2
.
0 0
73 .
6 0
I
N
V
VE
R
I
F
Y
I
N
F
I
E
L
D
CONST. 147.06 LF - 24" HDPE STORM DRAIN
PROP. 12" PVC SD
SEE GRADING SHEETS
LINE 'B'
300.00 230.1443°57'12"
G
H
I
TY
P
E
'
A
'
C
.
O
.
#
4 ST
A
1 +
0 0
.
0 0
80.5±
R
I
M
TY
P
E
'
A
'
C
.
O
.
#
5 ST
A
2 +
5 1
.
0 6
103.0
±
R
I
M
80 95 95
ST
A
2 +
5 3
.
0 6
90 .
2 0
I
N
V
ST
A
2 +
4 9
.
0 6
89 .
8 7
I
N
V
CONST. 254.01 LF - 24" HDPE STORM DRAIN
S=0.1
1 0
6 TY
P
E
'
A
'
C
.
O
.
#
6 ST
A
5 +
0 9
.
0 7
115.1
±
R
I
M
ST
A
5 +
1 1
.
0 7
10 2
.
3 8
I
N
V
ST
A
5 +
0 7
.
0 7
10 2
.
0 5
I
N
V
105
CONST. 228.14 LF - 24" HDPE STORM DRAIN
- USE WATERTIGHT JOINTS WHEN HGL IS
HIGHER THAN PIPE SOFFIT
STA 1+00.0038
CO #4
22E
STA 4+27.30
EC
STA 2+51.0629
CO #5
STA 5+09.0729
CO #6
22E
BC
105.
2 I
N
V
75.27 INV
4" SD
12" S
D
S=0.0467
S=0.0114
BC ST
A
1 +
9 6
.
2 0
EC ST
A
4 +
2 7
.
3 0
BC
PROP. 12" PVC SD
SEE GRADING SHEETS
ST
A
1 +
0 5
.
4 6
74 .
6 5
I
N
V
8 "
S
D
PROP. 4" PVC SD
SEE GRADING SHEETS
LINE "C"
SEE SHEET C-2.04
PROP. 8" PVC SD
SEE GRADING SHEETS
SE
E
S
H
E
E
T
C
-
2 .
0 4
36" RCP SD
JOIN EXIST.
IDENTICAL
POINT
IDENTICAL
POINT
PROP. FS
PROP. FS
PROP. FSPROP. FS
90 105
18"x8"
115
Q(100)=39.7 cfs
V=12.7 fps
Q(100)=39.7 cfs
V=19.5 fps
Q(100)=50.8 cfs
V=27.5 fps
HGL (100)
HGL (100)=75.6
(ASSUMED)
HGL (100)
HGL (100)
29 S=0.1
1 0
6 EXIST. 36" RCP
- PROTECT IN
PLACE
EXIST. 18" RCP
- PROTECT IN
PLACE
74.5 0
I
N
V
4" SD
PROP. 8" PVC SD
SEE GRADING SHEETSPROP. 12" PVC SD
SEE GRADING SHEETS
115100
88.0 I
N
V
12" S
D
10 0
.
9 I
N
V
8"
S
D
LINE 'B'LINE 'B'
S=0.0467
EXIST. GROUND
EXIST. GROUND
STORM DRAIN PLAN/PROFILE
17 .
5 '
±
M
A
X
.
C
O
V
E
R
IN
S
T
A
L
L
P
I
P
E
I
N
B
E
D
D
I
N
G
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
F
O
R
C
O
V
E
R
H
I
E
G
H
T
20 21
22A
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24
25 26
27 28
29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04
STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05
CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET CATCH BASIN - TYPE B - PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS CONSTRUCT BROW DITCH - TYPE 'B'- PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
STORM DRAIN PLAN/PROFILE
37 0 10 20 40
SCALE: 1" = 20'
S
W
E
SHEET C-2.04
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES:7+507+006+506+005+50 1+00 1+50
I
80 70
LINE "B"
SEE SHEET C-2.03
90 CONST. 26.38 LF - 18" HDPE STORM DRAIN
PROP. 8" PVC SD
SEE GRADING SHEETS
LINE 'B'
0 10 20 40
SCALE: 1" = 20'
S
W
E
LINE 'C'
J -30.38N 48°53'39" W
STORM DRAIN LINE/CURVE DATA
BEARING/DELTANO.RADIUS LENGTH
I 300.00 230.1443°57'12"
J
105
95 115
TY
P
E
'
A
'
C
.
O
.
#
9 ST
A
1 +
3 0
.
3 8
89.5±
R
I
M
88. 5
±
R
I
M
TY
P
E
'
A
'
C
.
O
.
#
8 ST
A
1 +
0 0
.
0 0
105
95 115
(71
.
6 ±
)
I
N
V
3 6
"
VERI
F
Y
I
N
F
I
E
L
D
ST
A
1 +
0 2
.
0 0
73 .
1 0
I
N
V
ST
A
1 +
2 8
.
3 8
84 .
0 ±
I
N
V
(
8 4
.
0 ±
)
I
N
V
1 8
"
V
E
R
I
F
Y
I
N
F
I
E
L
D
ST
A
7 +
3 9
.
2 1
10 4
.
9 7
I
N
V
TY
P
E
'
A
'
C
.
O
.
#
7 ST
A
7 +
3 9
.
2 1
114.8
±
R
I
M
105.60 INV
1 8
"
LINE 'B-2'
CONST. 228.14 LF - 24" HDPE STORM DRAIN
- USE WATERTIGHT JOINTS WHEN HGL IS HIGHER THAN PIPE SOFFIT LINE 'B-1'
SEE SHEET C-2.02
22E
STA 7+39.21 LINE 'B'
CO #7
29STA 1+00.00 LINES
'B-1' & 'B-2'
LINE 'B-2'
SEE SHEET C-2.02
22D
109.12
I
N
V
8" SD
EC
SE
E
S
H
E
E
T
C
-
2 .
0 3
PROP. FS PROP. FS
Q(100)=14.4 cfs
V=25.2 fps
Q(100)=39.7 cfs
V=12.7 fps
HGL (100)=74.6
(ASSUMED)
HGL (100)HGL (100)
105.30 IN
V
2 4
"
LINE 'B-1'
EXIST. 36" RCP
- PROTECT IN
PLACE
EXIST. 18" RCP
- PROTECT IN
PLACE
EXIST. 36" RCP
- PROTECT IN
PLACE
85.1 7
I
N
V
4" SD
LINE 'B'
LINE 'C'
S=0.0114
EXIST. GROUND EXIST. GROUND
C0 #8
STA 1+00.00
JOIN EXIST.
36" RCP SD
3829
C0 #9
STA 1+30.38 29 38
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VANVAN
VANELEC
T
R
I
C
VEH
I
C
L
E
PARK
I
N
G
ONL
Y
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKING
ELE
C
T
R
I
C
VEHI
C
L
E
PAR
K
I
N
G
ONL
Y
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ELE
C
T
R
I
C
VE
H
I
C
L
E
PAR
K
I
N
G
ONL
Y
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONL
Y
ELE
C
T
R
I
C
VEH
I
C
L
E
PAR
K
I
N
G
ONL
Y
VA
N
VAN
VAN
VAN
VAN
VAN
TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITH
PER DOC. #2002-0135146
(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESS
THE IMPROVEMENTS IN THE R.O.W.)
EASEMENT TO SAN DIEGO
COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
HMP
BOUNDARY
100
101
102
103
104
105
106
107
112
113
114
115
118
119
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
38 0 20 40 80
SCALE: 1" = 40'
S
W E
SHEET C-4.01
MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 3
WHITM
A
N
W
A
Y
F
A
R
A
D
A
Y
A
V
E
.
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
C-4.01
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
MATCH LINE - SEE SHEET C-4.03
MATCH LINE - SEE SHEET C-4.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 2
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
SIGNING/STRIPING CONSTRUCTION NOTES:
SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,
DETAILS, AND DATUM STATEMENT
2 5
.
3 3
'
15.3 3
'
26.70 '
5 6
.
0 0
'
POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
NORTHING
1995561.47
1995570.70
1995541.24
1995550.47
1995510.78
1995522.90
1995460.89
1995473.01
1994367.62
1994362.63
1994335.92
1994330.93
1995755.35
1995689.46
1995423.99
1995219.03
1995002.43
1995034.42
1995290.64
1995299.33
1995340.27
1994617.37
1994271.22
1994281.19
1994444.30
1994241.92
1994245.11
1993866.70
1993749.18
EASTING
6238712.55
6238724.80
6238727.80
6238740.05
6238741.86
6238765.64
6238767.28
6238791.07
6239780.49
6239800.54
6239772.60
6239792.65
6238861.23
6238411.02
6238842.47
6238757.78
6238857.86
6238925.97
6239086.62
6239172.84
6239934.54
6239217.26
6239767.15
6239843.28
6240064.26
6240138.17
6240289.16
6239929.32
6240186.46
DRIVEWA
Y
W = 30'
C.L. ST. ST
A
.
1 8
+
4 7
.
0 8
36.00'
3 0
.
0 0
'
1 8
.
0 0
'
2 6
.
2 0
'
18.00'26.00'18.00'
8 .
0 0
'
24.00'
6.50'
18. 0
0 '
26. 0
0 '
6.5 0
'
18. 0
0 '
26 .
0 0
'
18 .
0 0
'
8. 0
0 '
10.0 0
'
10.00'
10.00'
10. 0
0 '
10.0 0
'
10.00'
8.00'
1 0
.
0 0
'
2 6
.
0 0
'
1 8
.
0 0
'
8 .
0 0
'
5. 0
0 '
R12.50
'
R7
4 .
0 0
'
R4
0 .
0 0
'
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06100 102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06
INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS
103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 105
104
101
103
TYP.
102
TYP.
R21
.
0 0
'
100
100
100
101
101
101
102
TYP.
102
TYP.
103
TYP.
9.0 0
'
TY
P
.
9. 0
0 '
TY
P
.
9. 0
0 '
TY
P
.
102
TYP.
R1
0 .
0 0
'
R
1 0
.
0 0
'
R54.00'
10.50 '
R12
.
5 0
'
1 4
.
0 0
'
LEGEND
ACCESSIBLE PATH OF TRAVEL
P&R: Plaza paving hatch
is missing.
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
118
119
120
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VANVAN
VAN
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
39 0 20 40 80
SCALE: 1" = 40'
S
W E
SHEET C-4.02
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 1
MATCH LINE - SEE SHEET C-4.03
MATCH LINE - SEE SHEET C-4.04
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 3
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
C-4.01
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
NORTHING
1995561.47
1995570.70
1995541.24
1995550.47
1995510.78
1995522.90
1995460.89
1995473.01
1994367.62
1994362.63
1994335.92
1994330.93
1995755.35
1995689.46
1995423.99
1995219.03
1995002.43
1995034.42
1995290.64
1995299.33
1995340.27
1994617.37
1994271.22
1994281.19
1994444.30
1994241.92
1994245.11
1993866.70
1993749.18
EASTING
6238712.55
6238724.80
6238727.80
6238740.05
6238741.86
6238765.64
6238767.28
6238791.07
6239780.49
6239800.54
6239772.60
6239792.65
6238861.23
6238411.02
6238842.47
6238757.78
6238857.86
6238925.97
6239086.62
6239172.84
6239934.54
6239217.26
6239767.15
6239843.28
6240064.26
6240138.17
6240289.16
6239929.32
6240186.46
10 .
0 0
'
10.00'
10.50'
10. 0
0 '
10.0 0
'
8.00'
SIGNING/STRIPING CONSTRUCTION NOTES:
SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,
DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06
INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS
103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 R21.00'
R12.50'
10 .
5 0
'
10 .
5 0
'
HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND
ACCESSIBLE PATH OF TRAVEL
10'
HMP
BOUNDARY
HMP
BOUNDARY
115
116
117
118
121
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VANVAN
VAN
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
40 0 20 40 80
SCALE: 1" = 40'
S
W E
SHEET C-4.03
MATCH
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 1
MATCH LINE - SEE SHEET C-4.01
MATCH LINE - SEE SHEET C-4.02
MATCH LINE - SEE SHEET C-4.02
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 4
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
C-4.01
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
F
A
R
A
D
A
Y
A
V
E
.
POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
NORTHING
1995561.47
1995570.70
1995541.24
1995550.47
1995510.78
1995522.90
1995460.89
1995473.01
1994367.62
1994362.63
1994335.92
1994330.93
1995755.35
1995689.46
1995423.99
1995219.03
1995002.43
1995034.42
1995290.64
1995299.33
1995340.27
1994617.37
1994271.22
1994281.19
1994444.30
1994241.92
1994245.11
1993866.70
1993749.18
EASTING
6238712.55
6238724.80
6238727.80
6238740.05
6238741.86
6238765.64
6238767.28
6238791.07
6239780.49
6239800.54
6239772.60
6239792.65
6238861.23
6238411.02
6238842.47
6238757.78
6238857.86
6238925.97
6239086.62
6239172.84
6239934.54
6239217.26
6239767.15
6239843.28
6240064.26
6240138.17
6240289.16
6239929.32
6240186.46
14.00 '
14.00'
14.0 0
'
10 .
0 0
'
1 0
.
0 0
'
10. 0
0 '
10.00'
10.00'
10 .
0 0
'
10. 0
0 '
10.00 '
R12
.
5 0
'
SIGNING/STRIPING CONSTRUCTION NOTES:
SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,
DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06
INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS
103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 R21.00'
R21
.
0 0
'
HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND
ACCESSIBLE PATH OF TRAVEL
ELEC
T
R
I
C
VEHIC
L
E
PARKIN
G
ELECTR
I
C
VEHICLE
PARKING
ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
HMP
BOUNDARY
108
109
110 111
122
123
124
125 126
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VAN
VAN
VAN
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
41 0 20 40 80
SCALE: 1" = 40'
S
W E
SHEET C-4.04
MATCH LINE - SEE SHEET C-4.02
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 3
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
C-4.01
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
F
A
R
A
D
A
Y
A
V
E
.
MATCH LINE - SEE SHEET C-4.05
32 .
6 7
'
20.67'
DRIV
E
W
A
Y
W = 2
6 '
C.L.
S
T
.
S
T
A
.
3 3
+
6 6
.
9 2
POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
NORTHING
1995561.47
1995570.70
1995541.24
1995550.47
1995510.78
1995522.90
1995460.89
1995473.01
1994367.62
1994362.63
1994335.92
1994330.93
1995755.35
1995689.46
1995423.99
1995219.03
1995002.43
1995034.42
1995290.64
1995299.33
EASTING
6238712.55
6238724.80
6238727.80
6238740.05
6238741.86
6238765.64
6238767.28
6238791.07
6239780.49
6239800.54
6239772.60
6239792.65
6238861.23
6238411.02
6238842.47
6238757.78
6238857.86
6238925.97
6239086.62
6239172.84
POINT TABLE
POINT #
120
121
122
123
124
125
126
127
128
NORTHING
1995340.27
1994617.37
1994271.22
1994281.19
1994444.30
1994241.92
1994245.11
1993866.70
1993749.18
EASTING
6239934.54
6239217.26
6239767.15
6239843.28
6240064.26
6240138.17
6240289.16
6239929.32
6240186.46
8 .
0 0
'
8.0 0
'
10.50'
14.00'
10 .
0 0
'
10.00'
7.00'
10 .
0 0
'
10.0 0
'
10.00 '
10 .
0 0
'
6.0 0
'
1 0
.
0 0
'
1 8
.
0 0
'
2 6
.
0 0
'
1 8
.
0 0
'
1 0
.
0 0
'
1 5
.
0 0
'
R10.00
'
R36
.
0 0
'
R10.00'
R13.00'
R12.50'
SIGNING/STRIPING CONSTRUCTION NOTES:
SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,
DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06
INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS
103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 105
104
9.00'
TYP.
100
101
103
TYP.
102
TYP.
14.0 0
'
10 .
5 0
'
R
1 2
.
5 0
'
10.50'
HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND
ACCESSIBLE PATH OF TRAVEL
ELECT
R
I
C
VEHIC
L
E
PARK
I
N
G
ELECTRI
C
VEHICL
E
PARKIN
G
ONLY
ELECTRIC
VEHICLE
PARKING
ONLY
ELECTRICVEHICLE
PARKING
ONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
HMP
BOUNDARY
HMP
BOUNDARY
EXISTING
PEDESTRIAN
UNDERPASS
122
123
125 126
127
128
10'
10'
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKING
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
ELECTRICVEHICLEPARKINGONLY
VAN
VAN
VAN
VAN
VANVAN
VAN
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
42 0 20 40 80
SCALE: 1" = 40'
S
W E
SHEET C-4.05
MATCH LINE - SEE SHEET C-4.04
MATC
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
4 .
0 4
F
A
R
A
D
A
Y
A
V
E
.
WHITMAN WAY
F
A
R
A
D
A
Y
A
V
E
N
U
E
SHEET
C-4.01
S
W ESHEET INDEX MAP
SCALE: 1" = 500'
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
F
A
R
A
D
A
Y
A
V
E
.
POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
NORTHING
1995561.47
1995570.70
1995541.24
1995550.47
1995510.78
1995522.90
1995460.89
1995473.01
1994367.62
1994362.63
1994335.92
1994330.93
1995755.35
1995689.46
1995423.99
1995219.03
1995002.43
1995034.42
1995290.64
1995299.33
1995340.27
1994617.37
1994271.22
1994281.19
1994444.30
1994241.92
1994245.11
1993866.70
1993749.18
EASTING
6238712.55
6238724.80
6238727.80
6238740.05
6238741.86
6238765.64
6238767.28
6238791.07
6239780.49
6239800.54
6239772.60
6239792.65
6238861.23
6238411.02
6238842.47
6238757.78
6238857.86
6238925.97
6239086.62
6239172.84
6239934.54
6239217.26
6239767.15
6239843.28
6240064.26
6240138.17
6240289.16
6239929.32
6240186.46
R12.50'
R12.5
0 '
14.0 0
'
8. 0
0 '
14.0 0
'
14 .
0 0
'
14.0 0
'
14.00 '
14.00'
SIGNING/STRIPING CONSTRUCTION NOTES:
SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,
DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06
INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS
103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 R10.00'
R1
0 .
0 0
'
10.50'
R21.50'
HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND
ACCESSIBLE PATH OF TRAVEL
CIVIL
ENGINEERING
CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] July 4, 2024
VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
43 SHEET C-4.06
HORIZONTAL AND VERTICAL CONTROL DATUM:
GENERAL NOTES
1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS AND DIMENSIONS.
2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND
HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON.
3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.
4. SEE SHEET C-4.03 FOR CURB LINE AND CURVE DATA.
COORDINATES/
BASIS OF BEARINGS: THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1991.35) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:
REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
ALL COORDINATES ARE EXPRESSED IN US SURVEY FEET (ONE FOOT = 39.37/12 METERS). THE COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRID COORDINATE NORTH 1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THE AVERAGE COMBINATION FACTOR OF 0.999 961 32 TO OBTAIN GROUND COORDINATES.
BENCHMARK:THE ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAID
ELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CITY OF CARLSBAD LOCAL BENCHMARKS:
REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
NOTE TO CONTRACTOR:
A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE,
TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS
INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL
CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY
WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL
PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS
INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING
EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,
SEATING, SHADE STRUCTURES, PLAY FEILDS AND APPURTENANCES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC.
B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS
SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.
THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES
MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT
THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY
CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND
SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE
ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY
WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE
NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,
TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.
THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY
PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC.
THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC. 100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 NO.
LS
DESCRIPTION QUANTITY
SIGNING/STRIPING CONSTRUCTION NOTES & ESTIMATED QUANTITIES LS
NOTICE TO THE CONTRACTOR
THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE
OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).
PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06
INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS LS
103 LSPAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 2 EA SCALE:
N.T.S.
SCALE:
N.T.S.
6'
5-
12"
7"
9"
LEGEND:
#5 REBAR WITH 2'-0" EMBEDDED INTO
ASPHALT.
#3 REBAR
TOP OF ASPHALT.
NATURAL GRAY PRECAST CONCRETE
WHEELSTOP.
EPOXY WHEELSTOP TO PAVING
NOTES:
24 "
PLAN
ADA (REGULAR AND VAN) PARKING STALL
WHEEL STOP2
PAINT 4"
WIDE BLUE
STRIPE
INSTALL ADA PARKING
STALL SIGNS PER
LANDSCAPE
ARCHITECT DRAWINGS
TRUNCATED DOMES
- WAUSAUTILE STANDARD
TEXTURE ADA-3,
STANDARD COLOR U3008
- WHERE SHOWN ON PLAN
12:1 MAX.
CURB RAMP PER PLAN
- WHERE SHOWN ON
PLAN
4'
M
I
N
.
-
WI
D
T
H
PE
R
P
L
A
N
WHEEL STOP PER DETAIL
THIS SHEET
6" C.F.
3' O.C.
TYP.
PAINT "NO PARKING" IN
WHITE LETTERS 12" HIGH
PER CBC SEC. 11B-502.3.3
SIDEWALK
PAINT INTERNATIONAL
SYMBOL OF ACCESSIBILITY
MIN. 36"x36" PER CBC
SEC. 11B-502.6.4.1 AND
11B-703.7.2.1
NO
PARKING
VAN
9' MIN.
- SEE PLAN
5' MIN. TO 8'
MIN. FOR VAN
- SEE PLAN
9' MIN.
- SEE PLAN
2'
18 '
M
I
N
.
-
S
E
E
P
L
A
N
0" C.F.
1 1
2 3
4 A
A
3 1
2 4
A
3 2
1 4
41 12:1 MAX.
3'
2'
PAINT 4" WIDE
BLUE STRIPE
PAINT 4"
WHITE STRIPE
(TYP.)
SEE PLAN
NOTE:
REFER TO APPROVED LANDSCAPE ARCHITECT PLANS FOR
ALL PARKING LOT STRIPING AND ALL SITE ACCESSIBILITY.
18 '
M
I
N
.
PARKING STALL STRIPING3 SCALE:
N.T.S.
PAINT 3" WIDE WHITE STRIPES PER
STD. SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION
9' TYP. C.L. TO C.L.
(PER PLAN)
PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 2 EA STOP SIGN4 SCALE:
N.T.S.
4 - #4 REBAR VERT.
#3 REBAR TIES
@ 12" O.C.
HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
CASQA Traditional SWPPP Template B-1 August 2023
for the 2022 CGP
Appendix B: Permit Registration Documents
Permit Registration Documents included in this Appendix:
Location in
SWPPP
Permit Registration Document (in addition to a copy of
the SWPPP)
Notice of Intent
2.4 Risk Level Determination
Certification
Post-Construction Requirements, if applicable
Post-Construction Water Balance Calculator, if applicable Copy of Annual Fee Receipt
ATS Design Documents, if applicable
Site Maps and Drawings, see Appendix A
Information to be Provided by Contractor Prior to
Construction.
Finalized
CASQA Traditional SWPPP Template C-1 August 2023
for the 2022 CGP
Appendix C: SWPPP Amendment QSD
Certifications
CASQA Traditional SWPPP Template C-2 August 2023
for the 2022 CGP
SWPPP Amendment
No.
Project Name: Veterans Memorial Park
Project Number:
Qualified SWPPP Developer’s Certification of the
Stormwater Pollution Prevention Plan Amendment
“This Stormwater Pollution Prevention Plan and its appendices were prepared under my direction to meet the requirements of the 2022 CGP (SWRCB Order No. 2022-0057-DWQ). I certify that I am a Qualified SWPPP Developer in good standing as of the date signed below.”
QSD’s Signature
Date
QSD Name
QSD Certificate Number
Title and Affiliation
Telephone
Address Email
CASQA Traditional SWPPP Template D-1 August 2023
for the 2022 CGP
Appendix D: Submitted Changes of Information
CASQA Traditional SWPPP Template D-2 August 2023
for the 2022 CGP
Log of Updated PRDs
The 2022 CGP allows for the reduction or increase of the total acreage when a portion of the project is complete and/or conditions for termination of coverage have been met; when ownership of a portion of the project is purchased by a different entity; or when new acreage is added to the project.
A Change of Information (COI) shall be filed electronically within the timeframe shown in the table below. The SWPPP shall be modified appropriately, with revisions and amendments recorded in the SWPPP Amendment Log at the front of the SWPPP. COIs submitted electronically via SMARTS can be found in this Appendix.
Reason for Filing COI Timeline for Filing COI
Reduction or increase in total disturbed area Within 30 days of the reduction or increase Updating site specific BMPs Within 14 days of design change Change construction start or end date At least 14 days prior to the date to be changed
Post-construction plans updated or approved
by the municipal stormwater permittee
Within 14 days of approval
This appendix includes all of the following updated PRDs (check all that apply):
☐ Change of Information;
☐ Revised Site Map;
☐ Revised Risk Assessment;
☐ New landowner’s information (name, address, phone number, email address); and
☐ New signed certification statement.
Signature of [Authorized Representative of] Legally
Responsible Person or Duly Authorized
Representative
Date
Name of [Authorized Representative of] Legally
Responsible Person or Duly Authorized
Representative
Telephone Number
CASQA Traditional SWPPP Template E-1 August 2023
for the 2022 CGP
Appendix E: Construction Schedule
Information to be Provided by Contractor Prior to
Construction.
CASQA Traditional SWPPP Template F-1 August 2023
for the 2022 CGP
Appendix F: Construction Activities, Materials
Used, and Associated Pollutants
CASQA Traditional SWPPP Template F-2 August 2023
for the 2022 CGP
Table F.1 Pollutant Source Assessment Form
Phase Activity Associated Materials or
Pollutants Pollutant Category (1)
De
m
o
l
i
t
i
o
n
a
n
d
P
r
e
-
De
v
e
l
o
p
m
e
n
t
S
i
t
e
Pr
e
p
a
r
a
t
i
o
n
P
h
a
s
e
Gr
a
d
i
n
g
a
n
d
L
a
n
d
De
v
e
l
o
p
m
e
n
t
St
r
e
e
t
s
a
n
d
Ut
i
l
i
t
i
e
s
P
h
a
s
e
Ve
r
t
i
c
a
l
Co
n
s
t
r
u
c
t
i
o
n
Ph
a
s
e
Fi
n
a
l
L
a
n
d
s
c
a
p
i
n
g
an
d
S
i
t
e
S
t
a
b
i
l
i
z
a
t
i
o
n
Ph
a
s
e
(1) Categories per CASQA BMP Handbook (i.e., Sediment, Nutrients, Bacteria and Viruses, Oil and Grease, Metals, Synthetic Organics, Pesticides, Gross Pollutants, and Vector Production)
CASQA Traditional SWPPP Template G-1 August 2023
for the 2022 CGP
Appendix G: CASQA Stormwater BMP Handbook:
Construction Fact Sheets
Scheduling EC-1
August 2023 CASQA Stormwater BMP Handbook 1 of 3
Construction www.casqa.org
Description and Purpose
Scheduling is the development of a written plan that includes sequencing of construction activities and the implementation of BMPs such as erosion control and sediment control while taking local climate (rainfall, wind, etc.) into consideration.
The purpose is to reduce the amount and duration of soil exposed to erosion by wind, rain, runoff, and vehicle tracking, and to perform the construction activities and control practices in accordance with the planned schedule.
Suitable Applications
Proper sequencing of construction activities to reduce erosion potential should be incorporated into the schedule of every construction project especially during rainy season. Use of other, more costly yet less effective, erosion and sediment control BMPs may often be reduced through proper
construction sequencing.
Limitations
Environmental constraints such as nesting season
prohibitions reduce the full capabilities of this BMP.
Implementation
Avoid rainy periods. Schedule major grading operations during dry months when practical. Allow enough time
before rainfall begins to stabilize the soil with vegetation or physical means or to install sediment trapping devices. Plan the project and develop a schedule showing each phase of construction. Clearly show how the rainy season relates Categories
EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS Non-Stormwater Management Control
WM Waste Management and Materials Pollution Control
Legend:
Primary Objective
Secondary Objective
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Potential Alternatives
None
If User/Subscriber modifies this fact sheet in any way, the CASQA name/logo and footer below must be removed from each page and not appear on the modified version.
Scheduling EC-1
August 2023 CASQA Stormwater BMP Handbook 2 of 3
Construction www.casqa.org
to soil disturbing and re-stabilization activities. Incorporate the construction schedule into the SWPPP.
Include on the schedule, details on the rainy season implementation and deployment of:
Erosion control BMPs
Sediment control BMPs
Tracking control BMPs
Wind erosion control BMPs
Non-stormwater BMPs
Waste management and materials pollution control BMPs Include dates for activities that may require non-stormwater discharges such as dewatering, sawcutting, grinding, drilling, boring, crushing, blasting, painting, hydro-demolition, mortar mixing, pavement cleaning, etc.
Work out the sequencing and timetable for the start and completion of each item such as site clearing and grubbing, grading, excavation, paving, foundation pouring utilities installation, etc., to minimize the active construction area during the rainy season. Sequence trenching activities so that most open portions are closed before new trenching begins.
Incorporate staged seeding and re-vegetation of graded slopes as work progresses. Schedule establishment of permanent vegetation during appropriate planting time for specified vegetation.
Non-active areas should be stabilized as soon as practical after the cessation of soil disturbing activities or one day prior to the onset of precipitation. Monitor the weather forecast for rainfall.
When rainfall is predicted, adjust the construction schedule to allow the implementation of soil stabilization and sediment treatment controls on all disturbed areas prior to the onset of rain.
Be prepared year-round to deploy erosion control and sediment control BMPs. Erosion may be caused during dry seasons by un-seasonal rainfall, wind, and vehicle tracking. Keep the site stabilized year-round and retain and maintain rainy season sediment trapping devices in operational condition.
Apply permanent erosion control to areas deemed substantially complete during the project’s defined seeding window.
Avoid soil disturbance during periods with high wind velocities.
Costs
Construction scheduling to reduce erosion may increase other construction costs due to reduced economies of scale in performing site grading. The cost effectiveness of scheduling techniques
Scheduling EC-1
August 2023 CASQA Stormwater BMP Handbook 3 of 3
Construction www.casqa.org
should be compared with the other less effective erosion and sedimentation controls to achieve a cost-effective balance.
Inspection and Maintenance
Verify that work is progressing in accordance with the schedule. If progress deviates, take corrective actions.
Amend the schedule when changes are warranted.
Amend the schedule prior to the rainy season to show updated information on the deployment and implementation of construction site BMPs.
References
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000.
Stormwater Management for Construction Activities Developing Pollution Prevention Plans and Best Management Practices (EPA 832-R-92-005), U.S. Environmental Protection Agency, Office of Water, September 1992.
Preservation of Existing Vegetation EC-2
August 2023 CASQA Stormwater BMP Handbook 1 of 4
Construction www.casqa.org
Description and Purpose
Carefully planned preservation of existing vegetation minimizes the potential of removing or injuring existing trees, vines, shrubs, and grasses that protect soil from erosion.
Suitable Applications
Preservation of existing vegetation is suitable for use on most projects. Large project sites often provide the greatest opportunity for use of this BMP. Suitable applications include the following:
Areas within the site where no construction activity occurs or occurs at a later date. This BMP is especially suitable to multi year projects where grading can be phased.
Areas where natural vegetation exists and is designated for preservation. Such areas often include steep slopes,
watercourse, and building sites in wooded areas.
Areas where local, state, and federal government require preservation, such as vernal pools, wetlands, marshes,
certain oak trees, etc. These areas are usually designated on the plans, or in the specifications, permits, or
environmental documents.
Where vegetation designated for ultimate removal can be temporarily preserved and be utilized for erosion control and sediment control.
Protecting existing vegetation buffers and swales.
Categories
EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS Non-Stormwater Management Control
WM Waste Management and Materials Pollution Control
Legend:
Primary Objective
Secondary Objective
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Potential Alternatives
None
If User/Subscriber modifies this fact sheet in any way, the CASQA name/logo and footer below must be removed from each page and not appear on the modified version.
Preservation of Existing Vegetation EC-2
August 2023 CASQA Stormwater BMP Handbook 2 of 4
Construction www.casqa.org
Limitations
Requires forward planning by the owner/developer, contractor, and design staff. Limited opportunities for use when project plans do not incorporate existing vegetation into the site design.
For sites with diverse topography, it is often difficult and expensive to save existing trees while grading the site satisfactory for the planned development.
Implementation
The best way to prevent erosion is to not disturb the land. In order to reduce the impacts of new development and redevelopment, projects may be designed to avoid disturbing land in sensitive areas of the site (e.g., natural watercourses, steep slopes), and to incorporate unique or desirable existing vegetation into the site’s landscaping plan. Clearly marking and leaving a buffer area around these unique areas during construction will help to preserve these areas as well as take advantage of natural erosion prevention and sediment trapping.
Existing vegetation to be preserved on the site must be protected from mechanical and other injury while the land is being developed. The purpose of protecting existing vegetation is to ensure the survival of desirable vegetation for shade, beautification, and erosion control.
Mature vegetation has extensive root systems that help to hold soil in place, thus reducing erosion. In addition, vegetation helps keep soil from drying rapidly and becoming susceptible to erosion. To effectively save existing vegetation, no disturbances of any kind should be allowed within a defined area around the vegetation. For trees, no construction activity should occur within the drip line of the tree.
Timing
Provide for preservation of existing vegetation prior to the commencement of clearing and grubbing operations or other soil disturbing activities in areas where no construction activity is planned or will occur at a later date.
Design and Layout
Mark areas to be preserved with temporary fencing. Include sufficient setback to protect roots.
− Orange colored plastic mesh fencing works well.
− Use appropriate fence posts and adequate post spacing and depth to completely support the fence in an upright position.
Locate temporary roadways, stockpiles, and layout areas to avoid stands of trees, shrubs, and grass.
Consider the impact of grade changes to existing vegetation and the root zone. Maintain existing irrigation systems where feasible. Temporary irrigation may be required. Instruct employees and subcontractors to honor protective devices. Prohibit heavy equipment, vehicular traffic, or storage of construction materials within the protected area.
Preservation of Existing Vegetation EC-2
August 2023 CASQA Stormwater BMP Handbook 3 of 4
Construction www.casqa.org
Consider pruning or mowing vegetation instead of removing it to allow for regrowth. If possible, retain vegetation buffer around the site and adjacent waterways.
Costs
There is little cost associated with preserving existing vegetation if properly planned during the project design, and these costs may be offset by aesthetic benefits that enhance property values.
During construction, the cost for preserving existing vegetation will likely be less than the cost of applying erosion and sediment controls to the disturbed area. Replacing vegetation inadvertently destroyed during construction can be extremely expensive, sometimes in excess of $10,000 per tree.
Inspection and Maintenance
During construction, the limits of disturbance should remain clearly marked at all times.
Irrigation or maintenance of existing vegetation should be described in the landscaping plan. If damage to protected trees still occurs, maintenance guidelines described below should be followed:
Verify that protective measures remain in place. Restore damaged protection measures immediately.
Serious tree injuries shall be attended to by an arborist. Damage to the crown, trunk, or root system of a retained tree shall be repaired immediately. Trench as far from tree trunks as possible, usually outside of the tree drip line or canopy.
Curve trenches around trees to avoid large roots or root concentrations. If roots are encountered, consider tunneling under them. When trenching or tunneling near or under trees to be retained, place tunnels at least 18 in. below the ground surface, and not below the tree center to minimize impact on the roots.
Do not leave tree roots exposed to air. Cover exposed roots with soil as soon as possible. If soil covering is not practical, protect exposed roots with wet burlap or peat moss until the tunnel or trench is ready for backfill.
Cleanly remove the ends of damaged roots with a smooth cut. Fill trenches and tunnels as soon as possible. Careful filling and tamping will eliminate air spaces in the soil, which can damage roots.
If bark damage occurs, cut back all loosened bark into the undamaged area, with the cut tapered at the top and bottom and drainage provided at the base of the wood. Limit cutting the undamaged area as much as possible.
Aerate soil that has been compacted over a trees root zone by punching holes 12 in. deep with an iron bar and moving the bar back and forth until the soil is loosened. Place holes 18 in. apart throughout the area of compacted soil under the tree crown. Fertilization:
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Fertilize trees in the late fall or early spring. Although to note, many native species do not require fertilization.
Apply fertilizer to the soil over the feeder roots and in accordance with label instructions, but never closer than 3 ft to the trunk. Increase the fertilized area by one-fourth of the crown area for conifers that have extended root systems. Retain protective measures until all other construction activity is complete to avoid damage during site cleanup and stabilization.
References
County of Sacramento Tree Preservation Ordinance, September 1981.
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000.
Stormwater Management of the Puget Sound Basin, Technical Manual, Publication #91-75, Washington State Department of Ecology, February 1992.
Water Quality Management Plan for The Lake Tahoe Region, Volume II, Handbook of Management Practices, Tahoe Regional Planning Agency, November 1988.
Hydraulic Mulch EC-3
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Soil Erosion by Water, Agriculture Information Bulletin #513, U.S. Department of Agriculture, Soil Conservation Service.
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003.
Guidance Document: Soil Stabilization for Temporary Slopes, State of California Department of Transportation (Caltrans), November 1999
Stormwater Management of the Puget Sound Basin, Technical Manual, Publication #91-75, Washington State Department of Ecology, February 1992.
Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of Management Practices, Tahoe Regional Planning Agency, November 1988.
Hydroseeding EC-4
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Description and Purpose
Hydroseeding typically consists of applying a mixture of a hydraulic mulch, seed, and water with the possible addition of tackifier, compost, mycorrhizae inoculant, fertilizer, and/or soil conditioner, to temporarily protect exposed soils from erosion by water and wind. Hydraulic seeding, or hydroseeding, is simply the method by which temporary or permanent seed is applied to the soil surface and temporary erosion control is established by means of the mulch component.
Suitable Applications
Hydroseeding is suitable for disturbed areas requiring
temporary protection until permanent stabilization is
established, for disturbed areas that will be re-disturbed following an extended period of inactivity, or to apply permanent stabilization measures. Hydroseeding without mulch or other cover (e.g., EC-7, Geotextiles and Mats) is not a stand-alone erosion control BMP and should be combined with additional measures until vegetation establishment.
Typical applications for hydroseeding include:
Disturbed soil/graded areas where permanent stabilization or continued earthwork is not anticipated prior to seed germination.
Cleared and graded areas exposed to seasonal rains or temporary irrigation.
To vegetate swales and earthen berms.
Categories
EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS Non-Stormwater Management Control
WM Waste Management and Materials Pollution Control
Legend:
Primary Category
Secondary Category
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Potential Alternatives
EC-3 Hydraulic Mulch
EC-5 Soil Binders
EC-6 Straw Mulch
EC-7 Geotextiles and Mats
EC-8 Wood Mulching
EC-14 Compost Blanket
EC-16 Non-Vegetative Stabilization
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Areas not subject to heavy wear by construction equipment or high traffic.
Limitations
Availability of hydroseeding equipment may be limited just prior to the rainy season and prior to storms due to high demand.
Hydraulic seed should be applied with hydraulic mulch or a stand-alone hydroseed application should be followed by one of the following:
Straw mulch (see Straw Mulch EC-6)
Rolled erosion control products (see Geotextiles and Mats EC-7) Application of Compost Blanket (see Compost Blanket EC-14) Hydraulic seed may be used alone only on small flat surfaces when there is sufficient time in the season to ensure adequate vegetation establishment and coverage to provide adequate erosion control.
Hydraulic seed without mulch does not provide immediate erosion control. Temporary seeding may not be appropriate for steep slopes (i.e., slopes readily prone to rill erosion or without sufficient topsoil).
Temporary seeding may not be appropriate in dry periods without supplemental irrigation. Temporary vegetation may have to be removed before permanent vegetation is applied. Temporary vegetation may not be appropriate for short term inactivity (i.e., less than 3-6 months).
Vegetation may not establish when hydroseed is applied to very compact soils. Mulch may inhibit germination when applied at high rates. This BMP consists of a mixture of several constituents (e.g., fibers/mulches, tackifiers, and other chemical constituents), some of which may be proprietary and may come pre-mixed by the manufacturer. The water quality impacts of these constituents are relatively unknown, and some may have water quality impacts due to their chemical makeup. Additionally, these constituents may require non-visible pollutant monitoring. Refer to specific chemical properties identified in the product’s Safety Data Sheet (SDS), although, note that not all SDS’s provide ecological information; products should be evaluated for project-specific implementation by the QSD. Refer to fact sheet EC-05, Soil Binders, for further guidance on selecting soil binders.
Implementation
In order to select appropriate hydraulic seed mixtures, an evaluation of site conditions should be performed with respect to:
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Soil conditions - Maintenance requirements
Site topography and exposure (sun/wind) - Sensitive adjacent areas Season and climate - Water availability
Vegetation types - Plans for permanent vegetation
The local office of the U.S.D.A. Natural Resources Conservation Service (NRCS), Resource Conservation Districts and Agricultural Extension Service can provide information on appropriate seed mixes.
The following steps should be followed for implementation:
Where appropriate or feasible, soil should be prepared to receive the seed by disking or otherwise scarifying (See EC-15, Soil Preparation) the surface to eliminate crust, improve air and water infiltration and create a more favorable environment for germination and growth. Avoid use of hydraulic seed in areas where the BMP would be incompatible with future earthwork activities.
Hydraulic seed can be applied using a multiple step or one step process. In a multiple step process, hydraulic seed is applied first, followed by mulch or a Rolled Erosion Control Product (RECP).
In the one step process, hydraulic seed is applied with hydraulic mulch in a hydraulic matrix. When the one step process is used to apply the mixture of fiber, seed, etc., the seed rate should be increased to compensate for all seeds not having direct contact with the soil.
All hydraulically seeded areas should have mulch, or alternate erosion control cover to keep seeds in place and to moderate soil moisture and temperature until the seeds germinate and grow.
All seeds should be in conformance with the California State Seed Law of the Department of Agriculture. Each seed bag should be delivered to the site sealed and clearly marked as to species, purity, percent germination, dealer's guarantee, and dates of test. The container should be labeled to clearly reflect the amount of Pure Live Seed (PLS) contained. All legume seed should be pellet inoculated. Inoculant sources should be species specific and should be applied at a rate of 2 lb of inoculant per 100 lb seed. Commercial fertilizer should conform to the requirements of the California Food and Agricultural Code, which can be found at:
http://www.leginfo.ca.gov/.html/fac_table_of_contents.html . Fertilizer should be pelleted or granular form.
Follow up applications should be made as needed to cover areas of poor coverage or germination/vegetation establishment and to maintain adequate soil protection. Avoid over spray onto roads, sidewalks, drainage channels, existing vegetation, etc.
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Additional guidance on the comparison and selection of temporary slope stabilization methods is provided in Appendix F of the Handbook.
Costs
Average cost for installation and maintenance may vary from as low as $2,400 per acre for flat slopes and stable soils, to $5,200 per acre for moderate to steep slopes and/or erosive soils.
Cost of seed mixtures vary based on types of required vegetation.
BMP Installed Cost per Acre
Hydraulic Seed $2,400-$5,200
Source: Cost information received from individual product manufacturers solicited by Geosyntec Consultants (2004). Adjusted for inflation (2016 dollars) by Tetra Tech, Inc.
Inspection and Maintenance
BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events.
Areas where erosion is evident should be repaired and BMPs re-applied as soon as possible.
Care should be exercised to minimize the damage to protected areas while making repairs, as any area damaged will require re-application of BMPs.
Where seeds fail to germinate, or they germinate and die, the area must be re-seeded, fertilized, and mulched within the planting season, using not less than half the original application rates.
Irrigation systems, if applicable, should be inspected daily while in use to identify system malfunctions and line breaks. When line breaks are detected, the system must be shut down immediately and breaks repaired before the system is put back into operation. Irrigation systems should be inspected for complete coverage and adjusted as needed to maintain complete coverage.
References
Soil Stabilization BMP Research for Erosion and Sediment Controls: Cost Survey Technical Memorandum, State of California Department of Transportation (Caltrans), July 2007.
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003.
Guidance Document: Soil Stabilization for Temporary Slopes, State of California Department of Transportation (Caltrans), November 1999.
Soil Binders EC-5
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Description and Purpose
Soil binding consists of application and maintenance of a soil stabilizer to exposed soil surfaces. Soil binders are materials applied to the soil surface to temporarily prevent water and wind induced erosion of exposed soils on construction sites.
Suitable Applications
Soil binders are typically applied to disturbed areas requiring temporary protection. Because soil binders, when used as a stand-alone practice, can often be incorporated into the soil, they are a good alternative to mulches in areas where grading activities will soon resume. Soil binders are commonly used in the following areas:
Rough graded soils that will be inactive for a short period of time.
Soil stockpiles.
Temporary haul roads prior to placement of crushed rock. Compacted soil road base.
Construction staging, materials storage, and layout areas. Slopes and areas requiring stabilization prior to rain. Disturbed areas subject to high winds.
Categories
EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS Non-Stormwater Management Control
WM Waste Management and Materials Pollution Control
Legend:
Primary Category
Secondary Category
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Potential Alternatives
EC-3 Hydraulic Mulch
EC-4 Hydroseeding
EC-6 Straw Mulch
EC-7 Geotextiles and Mats
EC-8 Wood Mulching
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Limitations
Soil binders are temporary in nature and may need reapplication. Soil binders require a minimum curing time until fully effective, as prescribed by the manufacturer. Curing time may be 24 hours or longer. Soil binders may need reapplication after a storm event.
Soil binders will generally experience spot failures during heavy rainfall events. If runoff penetrates the soil at the top of a slope treated with a soil binder, it is likely that the runoff will undercut the stabilized soil layer and discharge at a point further down slope. Plant-material-based soil binders do not generally hold up to pedestrian or vehicular traffic across treated areas as well as polymeric emulsion blends or cementitious-based binders. Soil binders may not sufficiently penetrate compacted soils. Some soil binders are soil texture specific in terms of their effectiveness. For example, polyacrylamides (PAMs) work very well on silt and clayey soils but their performance decreases dramatically in sandy soils.
Some soil binders may not perform well with low relative humidity. Under rainy conditions, some agents may become slippery or leach out of the soil. Soil binders may not cure if low temperatures occur within 24 hours of application. The water quality impacts of some chemical soil binders are relatively unknown, and some may have water quality impacts due to their chemical makeup. Additionally, these chemicals may require non-visible pollutant monitoring. Products should be evaluated for project- specific implementation by the SWPPP Preparer. Refer to the product Material Safety Data Sheet for chemical properties.
Implementation
General Considerations
Soil binders should conform to local municipality specifications and requirements. Site soil types will dictate appropriate soil binders to be used. A soil binder must be environmentally benign (non-toxic to plant and animal life), easy to apply, easy to maintain, economical, and should not stain paved or painted surfaces. Soil binders should not pollute stormwater when cured. Obtain a Safety Data Sheet (SDS) from the manufacturer to ensure non-toxicity (note however, the SDS may not include ecological information).
Stormwater runoff from PAM treated soils should pass through one of the following sediment control BMP prior to discharging to surface waters. When the total drainage area is greater than or equal to 5 acres, PAM treated areas should drain to a sediment basin.
Soil Binders EC-5
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Areas less than 5 acres should drain to sediment control BMPs, such as a sediment trap, or a series of check dams. The total number of check dams used should be maximized to achieve the greatest amount of settlement of sediment prior to discharging from the site.
Each check dam should be spaced evenly in the drainage channel through which stormwater flows are discharged off site.
Performance of soil binders depends on temperature, humidity, and traffic across treated areas.
Avoid over spray onto roads, sidewalks, drainage channels, existing vegetation, etc. Some soil binders are designed for application to roads. Additional guidance on the comparison and selection of temporary slope stabilization methods is provided in Appendix F of the Handbook.
Selecting a Soil Binder
Properties of common soil binders used for erosion control are provided on Table 1 at the end of this Fact Sheet. Use Table 1 to select an appropriate soil binder. Refer to WE-1, Wind Erosion Control, for dust control soil binders.
Factors to consider when selecting a soil binder include the following:
Suitability to situation - Consider where the soil binder will be applied, if it needs a high resistance to leaching or abrasion, and whether it needs to be compatible with any existing vegetation. Determine the length of time soil stabilization will be needed, and if the soil binder will be placed in an area where it will degrade rapidly. In general, slope steepness is not a discriminating factor for the listed soil binders. Soil types and surface materials - Fines and moisture content are key properties of surface materials. Consider a soil binder's ability to penetrate, likelihood of leaching, and ability to form a surface crust on the surface materials.
Frequency of application - The frequency of application is related to the functional longevity of the binder, which can be affected by subgrade conditions, surface type, climate, and maintenance schedule.
Frequent applications could lead to high costs. Application frequency may be minimized if the soil binder has good penetration, low evaporation, and good longevity. Consider also that frequent application will require frequent equipment clean up.