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CT 77-02; Hosp Grove; Tentative Map (CT)
^, A RECORD COPY CARLSBAD Community & Economic Development www.carlsbadca.gov May 3, 2013 Mr. James Watling 2733 Forest Park Lane Carlsbad, CA 92008 RE; Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Mr. Watling, This letter is in response to a resident's request, recentiy received by tfie city, to evaluate tlie erosion of tlie Hosp Grove slope adjacent to properties along portions of Forest Park Lane, Cypress Hill Road, and Grove Avenue. Your property, at 2733 Forest Park Lane, was determined to be one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, and the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, including tract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a geotechnical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's housing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority of the slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top of the slope. Property owners should take appropriate preventative measures to help minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can assist you in determining the required permits, and in planning for construction access, etc. Should you have any questions regarding this letter, please contact Glen Van Peski, Engineering Manager, at (760) 602-2783 orglen.vanpeski(®carlsbadca.gov, or Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster(5)carisbadca.gov. Sincerely, .. GLEN VAN PESKI, P.E. KYLE LANCASTER Engineering Manager Parks Superintendent Land Development Engineering Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 F 760-602-1052 ® 4^^^ CITY OF V CARLSBAD Community & Economic Development www.carlsbadca.gov May 3, 2013 Ms. Catherine Knakai 2719 Cypress Hill Road Carlsbad, CA 92008 RE: Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Ms. Knakai, This letter is in response to a resident's request, recentiy received by the city, to evaluate the erosion ofthe Hosp Grove slope adjacent to properties along portions of Forest Park l^ane, Cypress Hill Road, and Grove Avenue. Your property, at 2719 Cypress Hill Road, was determined to b|e one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, ar^d the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, includingitract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a get)technical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's hoi^sing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority ofthe slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was Concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top of the slope. Property owners should take appropriate preventative measures to hejp minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can agsist you in determining the required permits, and in planning for construction access, etc. Should you have contact Glen Van Peski, Engineering Manager, at (760) 602-2783 orgle Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster(5)carlsbadca.gov any questions regarding this letter, please n.vanpeski(5)carlsbadca.gov, or Sincerely, y. 7^ GLEN VAN PESKI, P.E. Engineering Manager Land Development Engineering Division KYLE LANCASTER i Parks Superintendent 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 | F 760-602-1052 ® <d <5ffe> CITY OF V CARLSBAD Community & Economic Development www.carlsbadca.gov May 3, 2013 Mark & Cara Tanis PSC 557, Box 3163 FPOAP 96379 RE: Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Mark & Cara Tanis, This letter is in response to a resident's request, recently received by the city, to evaluate the erosion ofthe Hosp Grove slope adjacent to properties along portions of Forest Park Lane, Cypress Hill Road, and Grove Avenue. Your property, at 2711 Cypress Hill Road, was determined to be one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, and the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, including tract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a geotechnical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's housing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority of the slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top of the slope. Property owners should take appropriate preventative measures to help minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can assist you in determining the required permits, and in planning for construction access, etc. Should you have any questions regarding this letter, please contact Glen Van Peski, Engineering Manager, at (760) 602-2783 or glen.vanpeski(a)carlsbadca.gov, or Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster(5)carlsbadca.gov. Sincerely, 4^ y JL yM' GLEN VAN PESKI, P.E. KYLE LANCASTER Engineering Manager Parks Superintendent Land Development Engineering Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 F 760-602-1052 ® <£ I^P^ CITY OF V CARLSBAD Community & Economic Development www.carlsbadca.gov May 3, 2013 Mr. Brandon Montgomery 2723 Cypress Hill Road Carlsbad, CA 92008 RE: Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Mr. Montgomery, This letter is in response to a resident's request, recently received by the city, to evaluate the erosion ofthe Hosp Grove slope adjacent to properties along portions of Forest Park Lane, Cypress Hill Road, and Grove Avenue. Your property, at 2723 Cypress Hill Road, was determined to be one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, and the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, including tract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a geotechnical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's housing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority ofthe slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top ofthe slope. Property owners should take appropriate preventative measures to help minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can assist you in determining the required permits, and in planning for construction access, etc. Should you have any questions regarding this letter, please contact Glen Van Peski, Engineering Manager, at (760) 602-2783 or glen.vanpeski@carlsbadca.gov, or Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster@carlsbadca.gov. Sincerely, GLEN VAN PESKI, P.E. KYLE LANCASTER Engineering Manager Parks Superintendent Land Development Engineering Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 F 760-602-1052 ® <£^^ CITY OF VcARLSBAD Community & Economic Development www.carlsbadca.gov May 3,2013 Ms. Deborah Austin 2715 Cypress Hill Road Carlsbad, CA 92008 RE: Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Ms. Austin, This letter is in response to a resident's request, recently received by the city, to evaluate the erosion ofthe Hosp Grove slope adjacent to properties along portions of Forest Park Lane, Cypress Hill Road, and Grove Avenue. Your property, at 2715 Cypress Hill Road, was determined to be one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, and the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, including tract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a geotechnical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's housing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority of the slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top ofthe slope. Property owners should take appropriate preventative measures to help minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can assist you in determining the required permits, and in planning for construction access, etc. Should you have any questions regarding this letter, please contact Glen Van Peski, Engineering Manager, at (760) 602-2783 or glen.vanpeski@carlsbadca.gov, or Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster@carlsbadca.gov. Sincerely, GLEN VAN PESKI, P.E. KYLE LANCASTER Engineering Manager Parks Superintendent Land Development Engineering Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 F 760-602-1052 ® <#l^ CITY OF V CARLSBAD Community & Economic Development www.carlsbadca.gov May 3, 2013 Ms. Marilyn Houston 5514 Goss Canyon Avenue La Crescenta, CA 91214 RE: Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Ms. Houston , This letter is in response to a resident's request, recently received by the city, to evaluate the erosion ofthe Hosp Grove slope adjacent to properties along portions of Forest Park Lane, Cypress Hill Road, and Grove Avenue. Your property, at 2725 Forest Park Lane, was determined to be one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, and the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, including tract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a geotechnical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's housing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority ofthe slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top of the slope. Property owners should take appropriate preventative measures to help minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can assist you in determining the required permits, and in planning for construction access, etc. Should you have any questions regarding this letter, please contact Glen Van Peski, Engineering Manager, at (760) 602-2783 orglen.vanpeski@carlsbadca.gov, or Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster@carlsbadca.gov. Sincerely, GLEN VAN PESKI, P.E. KYLE LANCASTER Engineering Manager Parks Superintendent Land Development Engineering Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 F 760-602-1052 ® V CARLSBAD Community & Economic Development www.carlsbadca.gov May 3, 2013 Craig & Janet Correll 4245 Sunnyhill Drive Carlsbad, CA 92008 RE: Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Craig & Janet Correll, This letter is in response to a resident's request, recently received by the city, to evaluate the erosion ofthe Hosp Grove slope adjacent to properties along portions of Forest Park Lane, Cypress Hill Road, and Grove Avenue. Your property, at 2729 Forest Park Lane, was determined to be one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, and the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, including tract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a geotechnical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's housing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority ofthe slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top ofthe slope. Property owners should take appropriate preventative measures to help minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can assist you in determining the required permits, and in planning for construction access, etc. Should you have any questions regarding this letter, please contact Glen Van Peski, Engineering Manager, at (760) 602-2783 orglen.vanpeski@carlsbadca.gov, or Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster@carlsbadca.gov. Sincerely, GLEN VAN PESKI, P.E. KYLE LANCASTER Engineering Manager Parks Superintendent Land Development Engineering Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 F 760-602-1052 ® CITY OF V CARLSBAD Community & Economic Development www.carlsbadca.gov May 3, 2013 Mr. James Watling 2733 Forest Park Lane Carlsbad, CA 92008 RE: Resident's Request for an Evaluation of the Hosp Grove Slope Adjacent to Your Property Dear Mr. Watling, This letter is in response to a resident's request, recently received by the city, to evaluate the erosion ofthe Hosp Grove slope adjacent to properties along portions of Forest Park Lane, Cypress Hill Road, and Grove Avenue. Your property, at 2733 Forest Park Lane, was determined to be one of those properties that is adjacent to the subject slope. The requested evaluation has been completed, and the city is now providing you with a summary of its elements and recommendations. The evaluation included review of available background data, including tract grading plans, geologic and topographic maps; review of stereoscopic aerial photographs; and a geotechnical reconnaissance to observe the existing site conditions. According to research on the available background data, the area's housing tract was constructed in/around 1982, and the tract's grading plans indicate the subject slope was present at that time. A review of geological maps and data indicated that no active faults or landslides are mapped underlying this site. During the site reconnaissance, the majority of the slope appeared to be in its natural state, but the stability of several areas was observed to have been impacted by erosion. It was concluded that continued erosion could jeopardize residential improvements (e.g., patio decks) near the top of the slope. Property owners should take appropriate preventative measures to help minimize continued slope erosion, and reduce the potential for future damage to their property and improvements. As a minimum, property owners should ensure that all drainage from their property, including runoff from rainfall or irrigation, is directed away from the adjacent slope. Property owners may want to consult a geotechnical engineer regarding the possible implementation of slope erosion mitigation measures. Should you decide to retain a geotechnical engineer and propose measures to mitigate the slope erosion, the city's Land Development Engineering Division and Parks Division can assist you in determining the required permits, and in planning for construction access, etc. Should you have any questions regarding this letter, please contact Glen Van Peski, Engineering Manager, at (760) 602-2783 or glen.vanpeski@carlsbadca.gov, or Kyle Lancaster, Parks Superintendent, at (760) 434-2941 or kyle.lancaster@carlsbadca.gov. Sincerely, GLEN VAN PESKI, P.E. KYLE LANCASTER Engineering Manager Parks Superintendent Land Development Engineering Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2740 F 760-602-1052 ® CITY OF VXARLSBAD Planning Division www.carlsbadca.gov May 24, 2012 Eduardo Posada Urbitecture 1505 Stanislaus Drive Chula Vista CA 91913 SUBJECT: 1st REVIEW FOR CDP 12-07 - OCEAN ESTATES Thank you for applying for Land Use Permits in the City of Carlsbad. The Planning Division has reviewed your Coastal Development Permit, application no. CDP 12-07, as to its completeness for processing. The application is complete, as submitted. Although the initial processing of your application may have already begun, the technical acceptance date is acknowledged by the date of this communication. The City may, in the course of processing the application, request that you clarify, amplify, correct, or otherwise supplement the basic information required for the application. In addition, you should also be aware that various design issues may exist. These issues must be addressed before this application can be scheduled for a hearing. The Planning Division will begin processing your application as of the date of this communication. At this time, the City asks that you provide three (3) complete sets of the revised and updated development plans based on the comments below so that the project can continue to be reviewed. The Citv will complete the review of vour resubmittal within 25 days. In order to expedite the processing of your application, you are strongly encouraged to contact your Staff Planner, Van Lynch, at (760) 602-4613, to discuss or to schedule a meeting to discuss your application and to completely understand this letter. You may also contact each commenting department individually as follows: • Land Development Engineering Division: Clyde Wickham, Associate Engineer, at (760) 602-2742. • Fire Department: Fire Inspections, at (760) 602-4661. Sincerely, CHRIS DeCERBO Principal Planner CD:VL:bd enclosures Goldstein Family Trust, 160 Tamarack Avenue, Carlsbad, CA 92008 Don Neu, City Planner Clyde Wickham, Project Engineer Chris DeCerbo, Principal Planner File Copy Data Entry 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4600 F 760-602-8559 ® CDP 12-07 - OCEAN ESTATES May 24, 2012 Page 3 6. All trees (except on slopes 3:1 or steeper) shall be a minimum 15 gallon size. 50% of the shrubs (except on slopes 3:1 or steeper) shall be a minimum 5 gallon size. Please insure these requirements are met. 7. Please outline the areas of landscape maintenance responsibilities (private, common area/homeowners' association. City, etc.). 8. Please show any bio-swales/detention basins or underground drainage collection systems (in or under planting areas that could impact the planting) and work these facilities into the design. 9. Landscaping consisting of ground cover, shrubs, and trees shall be used to screen elements of unsightliness and screen/soften new improvements. Landscaping shall be used to accentuate and enhance architecture. Please provide landscaping along the south side of Lot 4, and north and east sides of Lot 1 to soften and enhance the building elevations. 10. Plans are too conceptual to provide an appropriate review. One symbol is used for all shrubs and trees which may be very different in size and character. Please provide a separate symbol for each type of shrub (i.e. large evergreen shrub, medium size shrub, small flowering accent shrub, etc.) and trees. Final comments are reserved pending completion of this comment. 11. Landscape elements over 30" in height (including planting measured at maturity) are not allowed at street corners within a triangular zone drawn from two points, 25' outward from the beginning of curves and end of curves. The same height limitation applies at driveways 25' from the edge of the apron outward along the curb then 45-degrees in toward the property. Please show and label all vehicular sight lines on the plans and insure no conflicts with landscaping. 12. Provide a minimum of one tree for every 40' of street frontage. Trees may be planted on center or grouped. Locate street trees: a. A minimum of 3' outside the public right-of-way (unless approved otherwise by the City within the "Redevelopment Zone (VR Zone) and Beach Area Overlay Zone" where street trees may be allowed within the right-of-way) b. A minimum of 7'from any sewer line. c. Not in conflict with public utilities. d. Outside of sight distance areas. Street trees on Garfield should be Metrosideros to match existing street trees. 13. Please provide a conceptual water use/conservation plan per the Landscape Manual requirements. As required by the State of California, the City of Carlsbad has adopted a water efficient ordinance. All requirements of this ordinance are to be met. Concept plans shall include calculations which document the maximum allowed annual water use for the landscaped area or maximum applied water allowance (MAWA) and estimated total water use (ETWU). A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following calculation as defined in the City ordinance: MAWA = (ETo)(0.62)[(0.7 x LA) + (0.3 x SLA)]. The ETWU shall be determined by the following calculation as defined in the City ordinance: ETWU = (ETo){0.62) V IE ) In addition to the calculations and other Landscape Manual requirements, include a statement on the plans signed under penalty of perjury by the person who prepared the plan that provides: "I am familiar with the requirements for landscape and irrigation plans contained in the City of Carlsbad's Water Efficient Landscape Regulations. I understand that construction drawings are to be prepared in compliance with those regulations and the Landscape Manual. I CDP 12-07 - OCEAN ESTATES May 24, 2012 Page 5 8. Undergrounding of overhead electric facilities was an issue during the construction of improvements a few years ago. An agreement has been executed to agree to not oppose a Local Improvement District Agreement (item # 12 of the Preliminary Title Report), which allows for this requirement to be set aside. Please revise the notes on the site plan unless the developer proposes to underground these power poles concurrent with development. 9. The cross gutter shown crossing Ocean Street (E/W) does not exist. The cross gutter was constructed to cross Beech Avenue in a north south direction. 10. The note "Rolled Curb may be required along Ocean St..." is not necessary. Curb & Gutter has been constructed on Ocean Street. Police Department: 1. Please find attached comment from the Police Department for consideration. 1200 ELM AVENUE B ^^B^ H TELEPHONE CARLSBAD, CA 92008-1989 mA^WJM (619)438-5604 Cttp of Carlie^bab UTILITIES & MAINTENANCE DEPARTMENT May 15, 1986 Tye R. Moody General Superintendent McKellar,Development of La Jolla 5151 Shoreham Place, Suite 260 San Diego, CA 92122 PUBLIC STREET LIGHTING SYSTEM WITHIN CARLSBAD TRACT 77-2, UNIT NO. 2 The street light at the end of Forest Park (see attached sketch) was recently connected to an existing metered service point by a private electrician employed by the homeowner's association. Energy fees for lights within the city's public street lighting system are set at a fixed rate, therefore, I am requesting SDG&E to delete the light from the city billing. Since the light's metered service point is not considered accessable . to city street lighting electricians, the light will no longer be maintained by city forces. Please forward a copy of this letter to the homeowner's association. Sincerely, VIRCmA^C COY Q]^ Electrteai Operations Supervisor VMC:jlc Enclosure ft I .. .... ^ • I MNT RIO. MC. .MEA MO ST0t TO 98969-01 •M«.TAL.L6P . «1 © Fn-^. CT 77-2 CARLSBAD-WOODRIDGE HOMEOWNERS ASSOCIATION c/o Community Management Services 2141 El Camino Real, Suite 204 Oceanside, CA 92054 Telephone (619) 439-8611 September 27, 1987 Certified Mail Return Receipt Mr. Walter Brown Principal Civil Engineer Mr. Tony Mata T^, Principal Building Inspector City of Carlsbad OCT' i 2075 Las Palmas Dr. Carlsbad, CA 92008-4859 - RE: Windsor Development Corp. -- Carlsbad-Woodriiige HdnieOWhers Association (Hosp and Monroe). Dear Mr. Brown and Mr. Mata: Pursuant to the vote of the Board of Directors of the Carlsbad- Woodridge HomeOwners Association, I am formally requesting that the City of Carlsbad withhold issuance of occupancy permits for Phases Four and Five of the "Windsor at Los Arboles Development" (formerly - McKeller, formerly Broadmoor, formerly Genstar tract 77-2). The developers have not responded to the enclosed letter which was received by them some time ago. We must address the following problems: 1. Severe and extensive slop erosion caused during developer control of the property. 2. Destruction, disconnection and removal of greater then 75% of the irrigation systems required by the City for slope maintenance. These irrigation systems are totally non-functional or have been removed altogether. 3. A section of the City owned Hosp Grove Park which is sur- rounded by both Wickham Way and the development has been used as a dumping ground for discarded construction debris and excess fill dirt. The irrigation system for this area is non-functional and the undergrowth and many trees have been damaged or destroyed. 4. All slopes within Phases Four and Five have been denuded of vegetation by developer activity or developers' failure to maintain. With the exception of some hardy eucalyptus, the vegetation which remains is primarily weeds and those weeds that remain are mostly dead. September 27, 1987 5. Pavement and sidewalks have been damaged during construc- tion. Retaining walls of over five feet in height have cracks and appear to be moving as a result of heavy machinery and construction traffic. 6. No provision appears to have been made for drainage and run-off behind the homes on the West side of Monroe, Lots 136 through 141. The slope behind these homes is ap- proximately 200 feet in height and is rutted with trenches up to and exceeding 5 feet in depth directly n- north of these homes. It takes no special powers to foresee disaster. 7. No permanent provisions appear to have been made for col- lection or channeling of storm run-off into the stonn drains behind lots 104 through 107, nor lots 113 through 119. It appears that run-off is supposed to catch behind retaining walls that face Monroe. 8. No connections to the existing paved paths through Hosp Park as depicted on original construction drawings have been made, nor appear to be planned by the developers, despite advertised access to recreational facilities of the HomeOwners' Association. 9. No provisions have been made, nor appear to be planned for dumpster enclosures required by City code. We understand, via agents for the developer, that occupancy of several of the homes may occur within a week and a half from the date of this letter. The concerns expressed herein address issues which should be the developer -- not the HomeOwners Association's. If these deficiencies are not corrected promptly -- prior to occupancy -- we fear that the developer will have little or no incentive to deal with them. This, of course, will mean that the HomeOwners Association will have to pick up the pieces — And the bill to correct the problems. We've had to do this once before with McKellar and we do not intend to expend HomeOwners's funds for problems so clearly the responsibility of the developer(s). We further understand that all landscaping bonds have been released by the City regarding the two subject Phases. This leaves us in a very precarious position. Unless we can arrive at some binding acceptable solution to this situation, we have been advised that our only alternatives are to fund the solutions ourselves or file a lawsuit. Neither of these last two alternatives is desirable nor economically efficient. We see the City as our last hope before filing suit. Please lend us your assistance. September 27, 1987 You may contact me at my place of work. Machine Industries, at 433-Q393. I hope you will see the immediacy of the situation, as I do. Should you require documentary evidence besides an actual tour of the locations we have both photographs and videotapes available. Very truly yours, CARLSBAD-WOODRIDGE HOMEOWNERS ASSOCIATION By Howard W. Bliss, President cc: Craig O. Correll, Esq. J. Hanson, Hyatt and Rhodes Mark Petine End CARLSBAD-WOODRIDGE HOMEOWNERS ASSOCIATION c/o Community Management Services 2124 El Camino Real, Suite 204 Oceanside. CA 92054 Telephone (61S) 439-6611 September 4, 1987 Mr. Matt Pollack Registered Hai3 President Return Receipt Windsor Homes, Inc. 30418 Colina Verde Rancho California, CA 92390 RE: Windsor At Los Arboles: Clean-up, Restoration of Slopes and Common Areas Dear Mr. Pollack: This letter is written on behalf of the entire Homeowners As- sociation Board of Directors and is intended to assess Windsor's intentions regarding the above captioned concerns. We are writ- ing this letter because past experience has shown it necessary to have a clear understanding of the developer's intent prior to the completion of each phase. At present we understand that Windsor intends to landscape the front of each house being built in Phases Four and Five. It is also our understanding that Windsor intends to fence each back yard. We urge you to do both improvements in a manner that is .harmonious with landscaping the McKellar had installed at the houses it constructed. Our primary concerns, however relate to the restoration of City Park property, common areas and slopes. A partial listing of concerns follows: 1. The large slope on the West side of Monroe Street and behind lots 130 through 141, has had its irrigation sys- tem removed for nearly one year. Much of the ground cover designed to hold the slope has died. More erosion is sure to occur. Please also note that McKellar Dev- elopment allowed this slope to develop severe rutting prior to sale to Windsor. There are some areas (esp- ecially at the Northern end of the slope) that have eroded to fojrm channels five feet deep. 2. The park area belonging to the City of Carlsbad which Wickham Way loops around, has been used to stack lumber and other materials during construction. The existing undergrowth was destroyed as were portions of the exist- ing irrigation system. There also appear to have been areas where the paving has been damaged by construction. 3. The slopes behind lots 104 through 107 as well as those behind lots 113 through 118 are also in bad need of landscaping. These slopes face Monroe Street. They are now weed choked and the existing irrigation system was destroyed during construction. 4. There are several areas of collapsed pavement on Eucalyptus Road. There are also portions of the retain- ing wall between Eucalyptus and Monroe that are set- tling, leaning outward, cracking and have had bricks knocked out-." All of these problems are a result of construction activity. 5. A portion of the sidewalk on Wickham Way has collapsed. 6. Although promotional materials and advertising by Windsor states that buyers of Windsor homes will have access to both the tennis court and pool areas, no access via existing pathways has been provided (original plans submitted to the City call for two paths). 7. No provision.has been made for a dumpster enclosure as required by city codes. I can't think of anything else right now but I know there are other things Please help roe out! Very truly yours, Howard Bliss President Carlsbad-Woodrldge Homeowners Association or 77-z ^i- September 5, 1986 McKELLAR DEVELOPMENT OF LA JOLLA 1250 PROSPECT ST. SUITE 103 LA JOLLA CALIFORNIA 92037 (619) 459-3891 Mr. David Hauser Assistant City Engineer City of Carlsbad 2075 Las Palmas Carlsbad, CA 92008 Re: Grading Violation on Lots within CT 77-2 Units 4 and 5 Dear David: Enclosed please find a copy of a letter dated November 2, 1983, from Woodward-Clyde Consultants which addresses your concerns with respect to the compacted earth buttress. With regard to the remaining items listed in connection with the above captioned, and more specifically your letter dated July 17, 1986, to the direction of Bruce Lang, please be advised that we request an inspection for purposes of exonerating the Notices of Grading Violations filed by your office on April 14, 1986. I would appreciate your agreeing to meet with Tye Moody on Wednesday, September 10, 1986, at a time of your choice in order to conduct the above-described inspection. Thank you in advance for your cooperation. Very truly yours, McKELLAR DEVELOPMENJ OF LA JOLLA W. F.Mll Executive Vice WFM:kk Enclosur sident 3A67 Kurtz street VJoodward .vdo CoHSuItaRts San Diego, California 92110 (619) 224-2911 November 2, 1983 Project No. 592072-FC02 Broadmoor Homes, Inc. 3911 Sorrento Valley Boulevard Suite B San Diego, California 92121 Attention: Mr. Bill Snow ENGINEERING CONSULTATION WOODRIDGE UNIT 5 LOTS 130-142 CARLSBAD, CALIFORNIA Gentlemen: In accordance with your request, we have made a site reconnais- sance of the subject lots. The purpose of our reconnaissance was to observe the surface condition of the compacted earth buttress located at the rear of the lots. We understand that a representative of the City of Carlsbad has indicated to Broad- moor Homes, Inc. that the ground may be experiencing some distress. The site was visited by our chief geologist on October 28, 1983, and the following observations were noted: " Numerous rills and erosion gullies are present on the buttress slope; these features are estimated to range between a few inches and a few feet in depth. " Eroded soil has been deposited along the toe of the buttress, on sidewalks, and on portions of the access road to the lots. At the time of our site visit, the slope irrigation system was in operation, and runoff was discharging onto Monroe Street. " No indications of slope distress, such as soil cracks, slumps, surficial slope failures, or distressed sidewalks, curbs, gunite brow ditches or asphalt paving, were observed. Based on the results of our reconnaissance, it is our opinion, that no indications were observed at the site that would Consu'iinp tnameers Geologists ana Enviionmenia' Sz enus'.s ^1^]/^ Ofiices in Oihe'P'licca'Cn es Broadmoor HomeL. Project No. 59 November 2, 19 o. Page 2 Inc. •2-FC02 dward-Clyde Consultants indicate the buttress is experiencing structural distress. In our opinion, continued erosion of the buttress could lead to possibly extensive surficial damage and should be mitigated. If you should have any questions, or if we can be of further service, please give us a call. Very truly yours. WOODWARD-CLYDE CONSULTANTS Richard P. While R.E. 21992 RPW/RJD/flc APR 181986 CITY OFCARlSS' n ENGINEERING DEPARlAi::;/ April 17, 1986 TO: CLYDE WICKHAM FROM: Larry Willey MC KELLAR DEVELOPMENT, CT77-2, UNIT 3-4-5 This is written notification that the Utilities & Maintenance Department does not accept any responsibility for sanitary sewer improvements located on private property. The city's responsi- bility ends at the public right-of-way. We will not accept responsibility for maintenance or location of defects beyond the property line clean-out on any sewer lateral or on any sewer main not located in the public right-of-way. If you have any questions concerning this matter, please contact me at the Utilities & Maintenance Department at 5604. Thank you for your concern in this matter. L. W. WILLEY Utilities Superintendent LWW:jlc CRAIG 0. CORRELL ATTORNEY AT LAW 317 PINE AVENUE, *2 CARLSBAD. CALIFORNIA 9200S Telephone - (619) 434-6800 Work Phone - (714) 731-1181 May 16, 1985 RECEIVED \:,p^i 17 198S CITY OF CARLSB&D City of Carlsbad H. E. Bacon Senior Construction Inspector 1200 Elm Avenue Carlsbad, CA 92008 RE. LOS ARBOLES, LOT 56 Dear Mr. Bacon: hy wife and I are purchasers in the Los Arboles project. As such, we have been patiently waiting for McKellar to get their act together and finish up. (We signed up in August of 1984) With any luck we may be in before Christmas. We are primarily concerned about the fact that our very normal cars bottom out when entering the garage. The catalytic converters miss the edge between the driveway and the garage floor by about 1/4 inch. The bumper of my car and trailer hitch hit the street when the car enters or backs out of the driveway. I believe the elevation between the street and the garage floor is too great. Please check this problem when you do the final inspection. (McKellar has been notified of the problem but getting any commitment out of them is very difficult.) We are concerned about the fact that the slope behind the house has been eroding. We would apppreciate it if you checked it. Please also note that the bottom of the slope is City of Carlsbad parkland , and that all sorts of debris has been dumped there by contractors. McKellar should be made to clean it up. We also understand that Cable TV service may require ripping the street up again, as this, along with most of the other utilities was broken at some point in construction. I thank you for your time and attention to these matters, we appreciate your persistence in making McKellar play by the rules. ;uly youciE Ver^^t^n' LANDSCAPESC RECEIVED 20 December 84 DEC2*'.284 CITY OF CARISS. 0 ENGINEERING DEPAHTM-.^r City of Carlsbad 1200 Elm Ave. Carlsbad. CA 92008 Engineering Department Attention: Clyde Wicl<ham This letter is to confirm my conversation with Clyde Wickham on Wednesday 12-12. As per that conversation we will do no work on the Broadmoor slope on the south side of Monroe. It is our opinion that any erosion control work at this time would be useless in the light of future rains. Mr. Wickham agrees with this opinion but does not accept it as the ultimate solution. Ponderosa Landscape will accept no responsibility for said slope and this spring we will be happy to submit a proposal to upgrade this slope to City of Carlsbad standards. We Would also like to note that a field visit to the slope revealed that the existing irrigation system needs an 18 station clock, 4-1" valves, and 20 heads to bring that system up to full operational capability. If you have any questions please give me a call. Sincerely, Bruce Whitegiver, jPrq/ect Supervisor Ponderosa Landscap^ cc Jon Young, McKellar Development BW/ch P.O. BOX 385 . SOL.\NA BEACH, CA 92075 . (619)481-0012 . License No. 328484 1200 ELM AVENUE CARLSBAD, CA 92006-1989 €itp of €axlsihah PARKS & RECREATION DEPARTMENT February 29, 1984 TELEPHONE (619)438-5571 i^ECElVED cry CF ? 1S84 Mr. Bill Snow Vice President, Southern Region 11230 Sorrento Valley Road San Diego, CA 92121-1399 HOSP GROVE PARK IMPROVEMENTS Dear Bill: Broadmoor Homes has completed their oblifiation to the City and the work is accepted by the Parks & Recreation Department. Sincerely, Mark Steyaert Park Planner MS:jm Dave Bradstreet Doug Duncanson Mike Howes Bob Wojcik 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 November 16, 1983 TELEPHONE: (619) 438-5571 Cit? of CarliE(bab PARKS & RECREATION DEPARTMENT Mr. Bill Snow Broadmoor Homes 3911 Sorrento Valley Road San Diego, CA 92121 Re: Hosp Grove Park Dear Mr. Snow: Enclosed please find "rough" specifications for work to be done on Hosp Grove Park. These are merely guidelines for development and any specifics or problems that might occur should be directed to myself or Doug Duncanson for resolution. We will work closely with you as necessary to achieve the satis- faction of the City. Si neerelys Mark Steyaert Park Planner Enc. Dave Bradstreet Doug Duncanson Bob Wojcik ROUGH SPECIFICATIONS FOR HOSP GROVE PARK WALKS Layout to be marked by Carlsbad Parks and Recreation Department. (Will approximately follow layout on plan.) 1. 4" of decomposed granite wetted and rolled. 2. Bordered on both sides with headers. Headers to he(3)h" x 4" redwood. Stake every 6' with 1" x 3" x 24" stakes. 3. Steps as necessary to be railroad ties. (Locations will be marked in field by city.) 4. Redwood railings will be required where four or more steps are necessary. 5. Redwood 2" x 12" or railroad tie bridges (two) will be required over existing drainage channel (near parking lot). IRRIGATION 1. Manual system off existing water meter. 2. Install backflow preventer per city code. 3. System to cover area completely using impact heads. 4. Risers 18" above grade and staked with #3 rebar. Set-back from curb line 24". 5. Lateral lines shall be class 200, 12" below grade where no root interference occurs. Main line sch. 40, 12" below grade. 6. Valves to be located in green plastic valve boxes. 7. Install one 1" quick coupler along east side of parking island. PLANTING 1. Use combination of; 30% Rhus integrifolia (10' O.C), 40% lantana mont. 'spreading sunset'(6' O.C), 30% acacia ongerup (6' O.C). Plant size 1 gallon. 2. Planting shall cover as much of the area as possible without interfering with root systems of existing eucalyptus, 3. Plant by digging an 18" x 18" x 18" hole. Backfill with 2/3 native soil and 1/3 nitrolized humus. Each plant shall receive 1 - 21 gram agriform plant tablet. Build 2" water basin around each plant. n/16/83 ?ECEIVED OCT 2 0 1983 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 TELEPHONE: (619) 438-5571 Citp of Carls(iiab PARKS & RECREATION DEPARTMENT October 5, 1983 Bill Snow Broadmoor Homes 3911 Sorrento Valley Blvd. Suite B San Diego, CA 92121 Dear Mr. Snow: This correspondence is to confirm our agreement regarding improvements to Hosp Grove Park. The park site of Carlsbad Tract 77-2 will have the following improvements con- structed by Broadmoor Homes: 1. The walkway system, which will consist of four inches of D.G. material, will be constructed throughout the park. The delineation of this walkway system will be marked out by the Parks & Recreation Department. 2. The walkway shall have a four foot width, desired to contain the D.G. A redwood header board is 3. Landscape improvements shall be provided to the east and west of the parking area located off of Wickham Way. These improvements shall include a manual irrigation system with pop-up heads. The landscaping materials will be native drought tolerant shrubbery including Sugar Bush, Lemonade Berry (Rhus varieties), and various Lantana varieties. The fencing requirements at the top of the bluff will be a requirement of the McKellar Development of La Jolla. The fence shall be six feet high and limit all access to the bluff area. It is requested that this fence be chain link covered with a black vinyl material. ;erely^ Doucpbuncanson Park Superintendent DD: jm c: David Bradstreet, Parks & Rec. Director Mark Steyaert, Park Planner Mike Howes, Assistant Planner AGREED & ACCEPTED: Broadmoor Homes By: \,\ISsii(^-^^^jTr^^ Willicuti F. Snow Vice President/Land Southern Region 3467 Kurtz Street San Diego. California 92110 714-224-2911 Telex 697-841 Woodward^lyde Consultants April 22, 1981 Project No. 592072-FCOl ^_ RECEIVED Broadmoor Homes, Inc. /,i i<2 4l981 3911 Sorrento Valley Boulevard Suite B project Mp*. San Diego, California 92111 Attention: Mr. James Carter REVISED BUTTRESS SLOPE WOODRIDGE UNIT 5 CARLSBAD, CALIFORNIA Gentlemen: In accordance with your request, we are presenting conclusions regarding the revised buttress design for the slope along the western boundary of Unit 5. For background information we present the following: A preliminary soil and geologic investigation was performed by our firm for the entire Woodridge Subdivision and presented in a report dated July 19, 1979. In that report we stated the possibility of a landslide in the westerly slope of Unit 5 and recommend further study of this area during grading. This was because of access problems with existing eucalyptus trees and apparent errors in topography on the available maps. During the initial stages of grading, the area was inspected by a geologist from our firm and clay seams were noted. A new topography map was made by Roy L. Klema Engineers, Inc. and a buttress design was prepared based on this new information and verbally presented to the design engineers, to the grading contractor, and to representatives of your firm. A report of the buttress design was issued on March 23, 1981. This buttress design essentially consisted of the excavation of a 1 to 1 slope to form the back of the buttress and included the installation of a drain and replacing and compacting fill to the design slope. An inspection of the buttress excavation was made by geologists and engineers of our firm on March 15, 1981. During this time it was noted that construction slides were occurring in the back of the buttress cut which possibly could endanger the existing road at the top of the slope and could Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities Broadmoor Home. ^inc. April 22, 1981 Project No. 592072-FCOl Page 2 fe. 4^dward-Clyde Consultants further destroy trees not designated to be removed. At this time the southern approximately 1/2 of the buttress was complete and filled back to grade; the northerly half was approximately 1/3 cut down at the time of the construction failures. The only practical way to arrest the construction failures at the time was to immediately replace the fill in the buttress cut, and the contractor elected to do this. It was decided to construct the northern half of the buttress on a 3 to 1 slope extending down from the top of the buttress cut to the edge of Monroe Street; thus eliminating 4 building pads. The subdrain for the portion of the completed buttress was brought out to the storm drain in Monroe Street at the northern end of Lot 130. We have made an analysis of the 3 to 1 filled portion of the buttress in Unit 5. Soil parameters were obtained from the preliminary soil investigation and a consideration of lab- oratory tests performed on soils encountered during the grading operation. The method of analysis utilized a computer program in our files and the results indicate that the 3 to 1 buttress slope has calculated factor of safety under static conditions of greater than 1.5. No buttress subdrain was installed. A set of grading plans was provided us recently by Roy L. Klema Engineers, Inc. entitled "Grading Plan Carlsbad Tract 77-2 Unit 5," latest revision dated April 10, 1981 which showed the elimination of the four lots, the 3 to 1 buttress fill and showed a 2 to 1 fill slope at the north boundary of Pad 130. This slope is on the order of 15 feet high and extends around a private access road from Monroe Street. It is our opinion that this fill slope has an indicated calculated, factor of safety under static conditions of 1.5. Stability analyses require using parameters selected from a range of possible values. There is a finite possibility that slopes having calculated factors of safety, as indicated, could become unstable. In our opinion, the probability of slopes becoming unstable is low. We have observed only a small portion of the pertinent soil conditions. The recommendations made herein are based on the assumption that soil conditions do not deviate appreciably from those found during our field investigation. Broadmoor HomeW .*'Inc. April 22, 1981 Project No. 592072-FCOl Page 3 ^In^dward-Clyde Consultants Professional judgments presented herein are based partly on our evaluations of the technical information gathered, partly on our understanding of the proposed construction, and partly on our general experience in the geotechnical field. Our engineering work and judgments rendered meet current profes- sional standards. We do not guarantee the performance of the project in any respect. If there are any questions concerning this matter, please give us a call. Very truly yours, WOODWARD-CLYDE CONSULTANTS Richard P. While R.E. 21992 RPW/pr (6) Broadmoor Homes, Inc. (2) Roy L. Klema Engineers, Inc. 3467 Kurtz street Wooclwarcl-Clyde Consultants San Diego, California 92110 ^ 714-224-2911 Telex 697-841 September 9, 1981 Project No. 592072-FC02 Broadmoor Homes, Inc. 3911 Sorrento Valley Boulevard Suite B San Diego, California 92111 Attention: Mr. Jim Carter TEST RESULTS PRIVATE STREETS WOODRIDGE PHASE II, UNIT 5 CARLSBAD, CALIFORNIA Gentlemen: Attached are results of R-value tests performed by Testing Engineers - San Diego on samples taken from the subject project. Very truly yours, WOODWARD-CLYDE CONSULTANTS Richard P. While R.E. 21992 RPW/DT/rs Attachments (4) Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities # f Testing Engineers—San Diego I I I 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Wav. UnitB. Vista. California 92083 (714 ) 758-3730 LABORATORY NUMBER SD36—3339 REPORT OF SOIL TESTS DATE September 8. 1981 JOB DATA: PROJECT: CLIENT: File #507, Job #592072 FC02 Woodridge Phase II, Unit #5 Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92138 SAMPLE DATA: Submitted to the laboratory on September 2, 1981 and identified as S/N 1, Private Street, bpp. Lot 142. R-VALUE DATA A B c D COMPACTOR PRESS - P.S.I. 350 230 150 MOIST e COMPACTION - % 10.6 11.5 12.4 DENSITY - #/Cu. FT. 126.0 123.5 121.3 R-VALUE - STABILOMETER 37 22 14 ExuD. PRESSURE - P.S.I. 540 320 220 STAB. THICK - FEET 0.90 1.12 1.23 ExPAN. PRESS. THICK-FEET 0.43 0.33 0.10 0> .? u > T. I. (ASSUMED) = 4.5 BY STAB. © 300 P.S.I. ExuD. 21 BY EXPANSION PRESSURE = AT EQUILIBRIUM 21 SAND EQUIVALENT = BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD % OF INCHES P.S.I. P.S.I. STANDARD 0.1 tooo 0.2 1500 0.3 i»oo 0.4 2300 0.5 2600 MOISTURE AFTER SOAKING % EXPANSION S COMPACTION TEST; METHOD — CALIFORNIA BEARING OPTIMUM MOISTURE s OPTIMUM DRY DENSITY, LBS./CU. FT. PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX REPORTED TO: (1) Woodward-Clyde Consultants 1/ TESTING ENGINEERS - SAN P+EGO REVIEWED BY THC:lh Y^/^ T. H. Chapman, '^.E. #12882 I Testing Engineers—San Diego 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way UnitB, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD36-3340 REPORT OF SOIL TESTS DATE September 8, 1981 JOB DATA: File #507, Job #592072 FC02 PROJECT: Woodridge Phase II, Unit #5 CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, Califomia 92138 SAMPLE DATA: Submitted to the laboratory on September 2, 1981 and identified as S/N 2, Private Street, opp. Lot 135. R-VALUE DATA A B c D COMPACTOR PRESS - P.S.I. 350 280 190 MOIST © COMPACTION • % 11.3 12.2 13.0 DENSITY - #/Cu. FT. 123.5 123.2 120.7 R-VALUE - STABILOMETER 45 22 16 ExuD. PRESSURE - P.S.l. 380 340 250 STAB. THICK - FEET 0.79 1.12 1.20 EXPAN. PRESS. THICK-FEET 0.33 0.07 0 T. 1. (ASSUMEOl = 4.5 o 3 BY STAB. ® 300 P.S.I. EXUD. = 18 DESI R. VA BY EXPANSION PRESSURE -— AT EQUILIBRIUM -18 SAND EQUIVALENT = PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OW INCHES P.S.I. P.S.I. STANDARD O.I 1000 0.2 tsoo 0.3 1900 0.4 2300 0.5 2600 MOISTURE AFTER SOAKING % EXPANSION % COMPACTION TEST; METHOD — CALIFORNIA BEARING OPTIMUM MOISTURE % OPTIMUM DRY DENSITY, LBS./CU. FT. REPORTED TO: (1) Woodward-Clyde Consultants Tpr-iK TESTING ENGINEERS REVIEWED BY PIEGO T. H. Chapman, R.E. #12882 ^^^^ f I Testing Engineers—San Diego ^ 3467Kurtz St., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD36-3341 REPORT OF SOIL TESTS DATE September 8. 1981 JOB DATA: PROJECT: CLIENT: File #507, Job #592072 FC02 Woodridge Phase II, Unit #5 Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92138 SAMPLE DATA: Submitted to the laboratory on September 2, 1981 and identified as S/N 3, Private street, opp. lot 130. R-VALUE DATA A B c D COMPACTOR PRESS - P.S.I. 300 205 130 MOIST e COMPACTION - % 11.8 12.6 13.5 DENSITY - #/Cu. FT. 123.3 120.8 118.9 R-VALUE - STABILOMETER 31 19 13 EXUD. PRESSURE - P.S.I. 500 380 240 STAB. THICK - FEET 0.99 1.16 1.25 EXPAN. PRESS. THICK-FEET 0.50 0.37 0.10 T. 1. (ASSUMED) = 4.5 z ^ BY STAB. © 300 P.S.I. EXUD. = 15 DESI R. VA BY EXPANSION PRESSURE — AT EQUILIBRIUM > 15 SAND EQUIVALENT = BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD % OF INCHES P.S.I. P.S.I. STANDARD O.I lOOO 0.2 1500 0.3 1900 04 2300 0.5 260O MOISTURE AFTER SOAKING % EXPANSION % COMPACTION TEST: METHOD — CALIFORNIA BEARING OPTIMUM MOISTURE % OPTIMUM DRY DENSITY, LBS./CU. FT. PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX REPORTED To: (1) Woodward-Clyde Consultants TESTING ENGINEERS - SAN-DIEGO REVIEWED BY ' THCrlh -7— ^ T. H. Chapman,'R.E. #12882 V .^ROVL. .FART>EFS WEST I'EMT CC W ' 9601 ^.'^ilshire Blvd., Suite £10 Beverly Hills, Ca. Q0210 Februarj- 12, 1981 RECtiVtD FEB 13 1981 Project Mgrs. Mr. James B. Carter Director of CoEmiunity Development BroadHOor Homes 3911 Sorrento Valley Blvd., Suite B San Diego, Ca. 92121 Re: Letter of Permission Dear Mr. Carter: Attached is a copy of your letter of February'- 10, I98I, addressed to Mr. John Bartman requestinp pennission for the grading operation of Monroe Street and certain slide areas indicated in the grading plan attached thereto. This letter shall constitute your permission regard.ing Item 2 of the February 10 letter, i.e. the corrective gradinrr in the slide area. It is ray understanding that you are meeting tomorrow with representatives of Ring Brothers Corporation who, as you know, are presently in escrow with us regarding the portion of our property referred to in the February 10 letter, for the purpose of discussing realignment of Monroe Street. It is also my understanding that you and/or Ring will contact John Bartman regarding the results of that meeting so that Grove may properly consent to the agreed on Monroe alignment. Very truly yours, GRO\^ APARTMSl-ITS IlJVESTldSix'T CO. »J By Fred i Bartman, Jr.. Partner FAS:m.p Sncl. <|>BROADMOOIVfiOMES SAN DIEGO 39U Sorrento Valley Blvd., Suite B, San Diego, California 92121 (714) 455-6200 December 10, 1980 RECEIVED ^^^C 1 21980 CITY OF CARLSBAD Engineering Department Mr. Clytde Wickham Engineering Department City of Carlsbaci 1200 Elm Avenue Carlsbad, CA 92008 Re: Buena Woods/Woo(jri(jge Dear Clyde: Please find attached the letter from Broadmoor Homes to The May Stores Shopping Centers, dated January 28, 1980. In this letter Broadmoor Homes obligated itself for 50% of the cost of cleaning the siltation basin at the northern end of Monroe Street. If you need anything additional, please contact me. •y truly yoi fames B. Carter Director of Community Development JBC:ph Enclosure A DIVISION OF DEVELOPMENT INC. MEMORANDUM TO: CLYDE WICKHAM, Assistant Civil Engineer . ^ VIA: DAVID BRADSTREET, Parks and Recreation Directory jJ/ FROM: Doug Duncanson, Parks Superintendent DATE: November 6, 1980 SUBJECT: BUENA WOODS LANDSCAPE AND IRRIGATION PLAN UNIT #1 AND #2 I have reviewed the landscape and irrigation plans for Buena Woods Unit 1 and Unit 2. To meet with Parks and Recreation Department approval, the following changes should be made: 1. To keep in the Eucalyptus forest concept, the following seeds are requested to be used in the hydroseed mix: Seed Rate Acacia ongerops or Acacia trineura 10#/acre Eucalyptus leucoxylyn 6#/acre Eucalyptus lehmanni 6#/acre Heteromeles arbutifolia 10#/acre 2. All areas hydroseeded shall be provided with an acceptable irrigation system. Hand watering from hose bibs is not acceptable. 3. All irrigation heads adjacent to public sidewalks and parking areas shall be pop-up top, i.e. R.B. 171 D SS H.P. (to replace R.B. 131 SS along Hosp Way). (See sheet 1, Unit 2.) 4. Lateral irrigation lines adjacent to public sidewalks or streets shall be installed a minimum of 12" from sidewalk or street. 5. No trees shall be planted closer than five feet to any sidewalk, curb or gutter. 6. It is requested that Platanus 'acerifolia', London Plane Tree be used instead of Platanus racemosa because of the blight problems associated with the racemosa species. If you have any questions, please contact me at 438-5571. DJD:lb MEMORANDUM TO FROM - DATE SUBJECT Ricliard Allen, Acting €ity Engineer Doug Duncanson, Parks Superintendent^-iXK^^ August 25, 1980 ' ^ Hosp Grove Fencing On June 16, the Parks and Recreation Conunisssion met at the Buena Woods development site. It was requested verbally that a vinyl coated chain- link fence be installed along the property line. This fence was to be adjacent to the bluff area, of the planned park site. At that meeting, there was a verbal agreement among Parks and Recreation Commissioners, Councilmember Lewis and Bill Snow and Jim Carter of Broadmoor Homes. It was agreed that a chain link fence was to be installed along the entire bluff. The request by the Parks and Recreation Commissioners of developers to install the chainlink fence was'forwarded to the Broadmoor Homes on June 30, 19 80. Since that date, Broadmoor Homes has responded by stat- ing they would like the option of choosing the type of fencing material, either wbod or chainlink. Again the Parks and Recreation Commission met for its August meeting and stated they specifically^requested a green vinyl chainlink fence. The Parks and Recreation Department fe-els that a signed agreem.ent should be reached before the final map is approved. Since the tentative map was approved in 1977 (with no conditions for fencing), it seens inappro- priate to require fencing, except as a separate, agreement to the final map. Enclosed are copies of correspondence regarding this issue. DJD:kap Enclosures (3) . BM>\DMOOR HOMES SAN DIEGO 39'! Sortcnto Valloy BIy.l., Suite ii. .San Di.-tro. Calif.-r.-iia 9212} '(114) 4.0,0 0:!00 July 11, 1980 • David L. Bradstreet Parks ?! Recreation Director City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 Re: Buena Woods Park Site • • Dear Mr. Bradstreet: In reply to your letter of June 30, 1980 to Mr. Bill Snow, I would like to address the fencing requirement in the area around the park. We agree with the Parks and Recreation Committee that i'encing should be provided that v/ould restrict access to the top of the bluff. We will provide a six (6) foot fence across the rear of the properties adjacent to the bluff and exten4 the fencing to the bluff so that access is restricted. ^ We v.'ould like the option, however, of choosing the type of fencing material used, so that we can later determine if chain'link or solid board, orpossibly even.a combination of the two, would be more-desirable. Appearance,.security, privacy and view will all play a part in the selection of the fencing material. We agree that the height of the fence should be six feet. iSince we will be creating a zone between the bluff and the rear fence (approxi- mately 20 feet), we will probably limit the access to one or two points and make this an area where the homeowners association is responsible for maintenance. This will further limit access and provide for its maintenance along the entire crest of the bluff. We will post this area with no-trespassing signs. The final maps for Units 2 and 3 are still under design. When final maps are complete and the final plotting has been accomplished, I will send you fencing plans for your review. Thank you for ycur continuing interest and help^ in the development of this project. If you have any questions, please feel free to call me. ly^truly yqyr^, r ^imes B. Carter Director of Community Development JBC:ph cc: Mr. Frank Aleshire, City Manager, City of Carlsbad Mr. James Hagaman, Planning Director, City of Carlsbad Mr. Cdson Warner, Broadmoor Homes Mr. Larry V. Ells, Broadmoor Homos 1200 t-l.,Vi AVENJE CARLSIJAD, CALIFORNIA 92003 June 30-, 1980 TKLnPIIONF.: nw 729-1101 Mr, VJilliam F. Snow • Director of Land Acquisition and Forv;ard Planning Broadmoor Homes ' . • 3911 Sorrento Valley Boulevard, Suite B San Diego, CA 92121 Dear Mr, Snow: At the June 16, 1980 Parks and.Recreation Commission meeting, the Coramission clarified the fencing requirement recom.menda- tion for Buena Woods, It V7as detennined that in the best interests of the City that a six foot, black vinylvcovered chainlink fence should be installed "on•the property line between the bluff and homes (in accordance with the 20 foot set-back requirement). Additionally, it was recommended*that the fence be tied off at each end and posted'with "No Irespassiiig" or "Keep Ont" •signs to discourage foot traffic on the bluff. You may wish to check with the Planning Department if you have any questions on the set-back requirement. If you agree to this condition of development, please respond in writing before July 15, 1980, If you have any questions, •please call me at 438-5571, • , David L, Bradstreet Parks and Recreation .Director DLB:MDL:kap cc: City Manager Planning Director MEMORANDUM TO FROM DATE SUBJECT Frank Aleshire, Gity Manager David L. Bradstreet,.Parks and Recreation Director June 17, 1980 Hosp Grove - Fencing Requirement At the June 16, 1980 Parks and Recreation Commission meeting, the Commission clarified their fencing requirement recommendation for Hosp Grove. The Coramission recommended that one 6' fence be constructed over the entire bluff area by the developer. The Commission recom- . , mended that the fence be installed on the developer's^property line, between the bluff and homes (in accordance with the 20' set-back) in black, green or whatever color -the Parks and Recreation Department determines is most aesthetically pleasing for the area. In addition, the Commission recommended that the fence be tied off at each and and posted with "No Trespassing ', "Keep Out", dr similar signs to discourage foot . .traffic on the bluff. If you have an}^ questions regarding this matter, please contact; me Extension 5571 at your convenience. DLB:vlh cc Bill Baldwin, Assistant City Manager , . Jime Hagaman, Planning Director |>BROADMOC ^ HOMES SAN DIEGO 3911 Sorrento Valley Blvd.. SuiU B, San Dieno. California 92121 (714) 455-6200 January 28, 1980 iRicliard B. Eisenberg ^Project Manager The May Stores Shopping Centers, Inc. Real Estate Division 10738 W6st Pico Blvd., Suite 1 Los Angeles, CA 90064 Re: Carlsbad Tract #77-2. Unit #1 Dear Mr. Eisenberg: Broadmoor Homes will begin grading operations around the first of February 1980. This operation will no doubt increase the amount of siltation presently collecting in the basin constructed at the northerly end of Monroe Street. Because of the possibility of the increase in siltation, I would like to offer to pay 50% of the cost of cleaning your siltation basin at the end of the rainy season. Our grading contractor, is responsible for erosion control on the site. He will be sandbagging and controlling erosion on-site, in order to eliminate a portion of the filling of your basin. If this offer meets with your approval, please notify Richard Allan, Principal Civil Engineer, City of Carlsbad, to let him know you are in agreement. /yJ'ames B. Carter Director of Development JBC:ph cc: Mr. Richard Allan/City of Carlsbad Timothy L. Unger Dennis A. Shields A DIVISION OF IHENST^R DEVELOPMENT 1 Escrow or Loan No. . 19727 -p 82 806271-6 RECORDING REQUESTED BY When Recorded Mail To: City Clerk City of Carlsbad 1200 Elm Avenue sbad. CA 92008 ,,..c:..82=308335 'iL._. SEPZI 10 02 WW OFFICIAL f^EGOiiDS %Mi OltGO Ou.: •'.'. CAL' ^- VERAL. lYlF rpc •SPACE ABOVE THIS IfNE FOR RECORDER'S USE" PARTIAL RECONVEYANCE FIRST AMERICAN TITLE INSURANCE COMPANY, a Corporation, Trustee under the Deed of Trust executed by GENSTAR DEVEI^OPMENT INC., a New Youk corporation(BroadiDoor Hmr^ec; mvis-inn) Trustor, and recorded September 11, 1979 as Document No.. in Book L9.Z9.. page ... 79-380192 , of Official Records in the Office of the County Recorder nf San Diego County, California, having been requested in writing by the holder of the obligation secured by said Deed of Trust, to reconvey a portion of the estate granted to Trustee under said Deed of Trust, does hereby reconvey unto the person or persons legally entitled thereto, without warranty, all the estate, title and interest acquired by Trustee under said Deed of Trust in and to that portion of the property described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF FOR COMPLETE LEGAL DESCRIPTION C?/iS^ '^rrc') The remaining property described in said Deed of Trust shall continue to be held by said Trustee under the terms thereof. As provided in said Deed of Trust this Partial Reconveyance is made without affecting the personal liability of any person or the corporate liability of any corporation for the payment of the indebtedness mentioned as secured thereby or the unpaid portion thereof, nor shall it affect any rights or obligattons of any of the parties to said Deed of Trust. IN WITNESS WHEREOF, said FIRST AMERICAN TITLE INSURANCE COMPANY, Trustee, has caused its corporate name and seai to be hereto affixed by its Assistant Secretary, thereunto duly authorized. Dated: January 3, 1980 STATE OF CALIFORNIA COUNTYOF _&aa_J)-i£go ss. ICAN TITLE INSURANCE COMPANY Assistant Secretary ; ; On Janaar y-3^^-i^80—"--—-T - —77 before rne, the undersigned, a Notary Public in and for said State, personalty appeared JOSEPH E. ROGERS know;i to me to be the Assistant Secretary of the corporation ^hat executed the within instrument, and known to ma to be the person who executed the within instrument on behalf of the corporation therein named, and acknowledged to ma that such corporation executed the same, as such Trustee. WITNESS Signature V-<^f m^hsAd and official seal. /) /I ^ Name (Typed or Printed) K ^«r-in^ OFflCIAl SEAt C ELIZABETH L. XflLSTEN?-- NOTARY PU3UC CAilfOi,:: • ; PRINCIPAL OFFiCE IN j SAN DIEGO COUNTY l- My Commission Expires March 13, I98I % (This area for official notarial seal) 1320 (11/63) EXHIBIT "A' 8V-xJ THOSE PORTIONS OF LOTS 25, 26 ANO 27 IN HOSP EUCALYPTUS FOREST CO.'S TRACT NO. 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TQ HAP THEREOF NO. 1136, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, 3UNE B, 1908, DESCRIBED AS fOLLOUS: BEGINNING AT THE HOST UESTERLY CORNER OF CARLSBAD TRACT NQ. • 72-11, ACCORDING TO MAP THEREOF NO. 7682 FILED IN THE OFFICE [ OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, 3UNE 29, 1973; ; THENCE ALONG THE NORTHUESTERLY BOUNDARY OF SAID CARLSBAD TRACT • NO. 72-11, NORTH 71°30'20" EAST 139.10 FEET: THENCE LEAl/ING SAID NORTHUESTERLY BOUNDARY NORTH 18°29'/t0 UEST, 237.00 FEET: THENCE SOUTH 71°30'20" UEST, 65.00 FEET: THENCE NORTH 33°28'42"' UEST, 220.00 FEET: THENCE NORTH :3m5' 47" UEST. 240.00 FEET, THENCE NORTH 28°07'14" UEST, 297.00 FEET.THENCE N0nTHU8°35'03"' UEST, 395.00 FEET, THENCE SOUTH 60°30'20^' UEST, 237.00 FEET TO A POINT ON THE SOUTHUEST LINE OF: SAID LOT 25, SAID POINT ' BEARS NORTH 23^20'55" UEST, 195.00 FEET FROf-l THE HOST SOUTHERLY CORNER OF SAID LOT 25; THENCE ALONG THE SOUTIIUESTERLY LINE OF ^ SAID LOTS 25, 25, and SOUTH 2g°14'3a" EAST, 797.90 FEET MORE OR 27, SOUTH 23°2Q'55" EAST, 195.00 FEET; 407.81 FEET: AND SOUTH 35°: TO THE POINT OF BEGINWINC. 50"EAST LESS *. CONTAINS 247,925 SQ. FEET OR 5.6916 ACRES. C jer'.lo. Escrow No. Loan No. WHEN RECORDED MAIL TO: #< CITY OF CARLSBAD 1200 Elm Avenue Carlsbad, CA 92008 RcCC RilUJi^t OF SEP 2/ IOMU^'BD OFFi.-tAi. K^^OOF DS SAHDliuOCv,. .C.».L'-. VERA L. LY!>: RECORDER NO F2H SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $...W.iJ.... Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at time of sale. I Signature of Declarant or Agent determining tax — Firm Name CORPORATION GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, GENSTAR DEVELOPMENT INC., a New York corporation a corporation organized under the laws of the State of California GRANT to , does hereby THE CITY OF CARLSBAD, a Municipal corporation the real property in the City of County of San Diego Carlsbad , State of California, described as Those portions of Lots 25, 26 and 27 in HOSP EUCALYPTUS FOREST CO.'S TRACT NO, 1, more particularly described in Exhibit "A" attached hereto. Dated December 18, 1979 GENSTAR DEVELOPMENT INC., a New York corporation STATE OF CALIFORNIA COUNTY OF San Diego On December 18, 1979 before me, the undersigned, a tvlotary Public in and for said State, personally appeared POUglaS E.^ Bradley known to me to be the Authorized Timnt-hy T. _—TTnger 7^ Ijpftand known to me to be the Vice President sagaa^cof the corporation that executed tfie within instrument, and known to me to be the persons who executed the within instrument on behalf of the corporation therein named, and acknowledged to me that such corporation executed the within instrument pursuant to its by-laws or a resolution of its board of directors. Douglas Bradley ,AuthorizedBjis5Mki»\^ .' Agent > Timothy L. Ungey/ Vice / SafiiSffij^K President ...... OrPiCIALSEAL K ; \ PATRiCIA E. KING 51 V^v;i.---\.MOT.r~vFUSJC-CAIJ IFORNIA E IN j:.:CO COUNTY WITNESS my hand and official seal. Signature MAIL itAX STATEMENTS AS DIRECTED ABOVE (This area for official notarial seal) 1144 (10/69) 1231 EXHIBIT "A" THOSE PORTIONS OF LOTS 25, 26 AND 27 IN HOSP EUCALYPTUS FOREST CO.«S TRACT NO. 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1136, FILED IN THE OFFICE^QF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DUNE 8, 1908, DESCRIBED AS FOLLOUS: BEGINNING AT THE HOST UESTERLY CORNER OF CARLSBAD TRACT NO. 72-11, ACCORDING TO HAP THEREOF NO. 7682 FILED IN THE OFFICE QF THE COUNTY RECORDER OF SAN DIEGO COUNTY, 3UNE 29, 1973; THENCE ALONG THE NORTHUESTERLY BOUNDARY OF SAID CARLSBAD TRACT NO. 72-11, NORTH 71°30'20" EAST 139.10 FEET: THENCE LEAUING SAID NORTHUESTERLY BOUNDARY NORTH 18°29'40 UEST, 237.00 FEET: THENCE SOUTH 71°3Q'20" UEST, 65.00 FEET: THENCE NORTH 33°28'42" UEST, 220.00 FEET: THENCE NORTH 31°15'47" UEST. 240.00 FEET, THENCE NORTH 28°07'14" UEST, 297.00 FEET,THENCE NORTH'18°35'03" UEST, 395.00 FEET, THENCE SOUTH 68°30'20'' UEST, 237.00 FEET TQ A POINT ON THE SOUTHUEST LINE QF SAIO LOT 25, SAID POINT BEARS NORTH 23°20'55" UEST, 195.00 FEET FROM THE HOST SOUTHERLY CORNER OF SAID LOT 25; THENCE ALONG THE SQUTIIUESTERLY LINE OF SAID LOTS 25, 26, and 27, SOUTH 23"20'55" EAST; 195, 00 FEET; SOUTH 29°14'30" EAST, 407.81 FEET: AND SOUTH 35°15'50"EAST 797.90 FEET MORE OR LESS TO THE POINT OF BEGINNING CONTAINS 247,925 SQ. FEET OR 5.6916 ACRES. l^3^ CERTIFICATION FOR ACCEPTANCE OF DEED This is to certify that the interest in real property conveyed by the deed or grant dated December 18, 1979 from GENSTAR DEVELOPMENT INC.. a New York c.nrpnr?,finn to the City of Carlsbad, California, a municipal corporation, is hereby accepted by the City Council of the City of Carlsbad, California pursuant to resolution No. 6289 , adopted on September 2. 1980 / SLud the grantee consents to the recordation thereof by its duly authorized officer. DATED: September 3, 1980 .. •• 1; By: djjjbCA. / ^/l.. ^ ALETHA L. RAUTENKPvANZ, City Cldrk £365 CERTIFICATION FOR'ACCEPTANCE OF DEED This is to certify that the interest in real property conveyed by the deed or grant dated June 11, 1981 from Grove Apartments Investment Co. to the City of Carlsbad, Califomia, a municipal corporation, is hereby accepted by the City Council of the City of Carlsbad, Califomia pursuant to resolution No. 6612 , adopted on July 21, 1981 , and the grantee consents to the recordation thereof by its duly authorized officer. DATED: July u., lyai ALETHA L. RAUTENKRANZ, city .(pierJi/ Order i^o. Escrow No. Loan No. WHEN RECORDED MAIL TO: o /» o ^3 City of Carlsbaci 81-263951 FILE/PAGE NO.,,.,, B00!< 19 ar ' "* RECOj^DED REQUEST >^ U Aueir 3 32PH'8I ^ OFFICIAL RecoRBS SAM DIEGO COUHTY. CA. iVERALLYLE SPACE ABOVE THIS LINE FOR RECORDER'S USE NO FE& MAIL TAX STATEMENTS TO: Same as above DOCUVIENTARY TBANSFER TAX $L.-..dI-» ComputKl on ths consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining st time of sale. Signature of Declarant or Agent determining tax — Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt o-f which is hereby acknowledged, Grove Apartments Investment Co., A Partnership hereby GRANT(S) to TAX ROLL PARCEL Na . The City of Carlsbad the real property in the City of Carl sbad County of San Diego , State of California, described as See Attached Legal Descriptions for Parcels A and B SUBJECT TO ALL MATTERS OF RECORD. Dated. June 11> 1981 STATE OF CALIFORNIA y COUNTY OF On before me, the undersigned, a Notary Public in and for said State, personally appeared GROVE APARTMENTS INVESTMENT CO, a partnership B Bernard Citron, partner BY: Fred A. Bartman, Jr.*; partner known to me to be the person whose name . subscribed to the within instrument and acknowledged that executed the same. WITNESS my hand and official seal. Signature _——. (This area for officisl notarial MAIL TAX STATEMENTS AS DIRECTED ABOVE 1002 (10/69) ••• t V 1, 2363 EXHIBIT I PARCEL A All those portions of Lots 22, 23 and 24, and a portion of Eucalyptus Street in Hosp Eucalyptus Forest Co.'s Tract No. 1, according to Map No. 1136 filed in the Office of the County Recorder of San Diego County, State of California being more particularly described as follows: Beginning at the most Southerly corner of said Lot 24, thence along the Southwesterly line of said Lot 24 North 44''33'45" West 19.05 feet to an intersection with the Northeasterly prolongation of the North- westerly line of Forest Street (20.00 feet wide) as said street is shown on Wilsonia Tract according to Map thereof No. 2169 recorded in the Office of County Recorder of said County on August 13, 1929; thence North 56"22'15" East 30.00 feet along said prolongation; thence North 35"52'20" West 215.00 feet to the TRUE POINT OF BEGINNING; thence North 54''07'40" East 157.79 feet; thence North 25''53'13" West 351.20 feet; thence North 64»59'00" West 248.29 feet; thence North 7"34'20" East 213.72 feet to a point on a non tangent curve concave Northeasterly and having a radius of 838.50 feet, a radial line to said point bears South 18''16'48" West; thence North- westerly along said curve through a central angle of l''22'00" an are distance of 20.00 feet; thence South 19"38'48" West 385.45 feet to a point on the Southwesterly line of said Lot 22 distant thereon North 56"27'35" West 240.00 feet from the most Southerly corner of said Lot 22; thence along the Southwesterly line of said Lot 22 South 56''27'35" East 240.00 feet to said Southerly corner thence South 35''32'20" East 291.44 feet to the TRUE POINT OF BEGINNING. —I TO 442 C (Partnership) STATE OF CAUFORNIA COUNTY 0F_ On C^^rrJU ((, I W j SS. before Tffle, the undersigned,,a Notary Public in and for said State, personally appeared known to me to be "TMTV of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. WITNESS my hand and official seal. Signature >Wyt^ ^. ^^^..J^c^ I Name (Typed or Printed) B OFFICIAL SEM. I^LT^IS^ MARJORlt 1 PONTECORVO | • S^S^'lPSfl HOTAHY PUBUC-CALIFORNIA | PRINCIPAL OFFICE IN | • ^^^^^Y ICS A.NGELES COUNTY § I ^'^^^^ My Commissiofl Exp. Hw. 22. 1985 I (This area ftr olAeial natafial seal) 2364 EXHIBIT II PARCEL B A portion of Lots 21 and 22, and a portion of Eucalyptus Street in Hosp Eucalyptus Forest Company's Tract No. 1 according to Map 1136 filed in The Office of The County Recorder of San Diego County, State of California, being more particularly described as follows: Beginning at the Southwest corner of said Lot 21, thence along the West line of said Lot 21 North 6''58'00" East 278.56 feet, thence North 70°28'24" East 69.19 feet, thence North 44°55'44" East 161.50 feet, thence South 45'''04'16" East 130.00 feet to the beginning of a tangent curve concave Northeasterly and having a radius of 838.50 feet, thence Southeasterly along said curve thru a central angle of 25°16'56" an arc distance of 370.00 feet, thence leaving said curve South 19"38'48" West 385.45 feet to the Southwest line of said Lot 22, said point being distant thereon North 56°27'35" West 240.00 feet from the most Southerly corner of said Lot 22, thence along the Southwesterly line of said Lot 22 North 56°27'35" West 59.56 feet to the most Southerly corner of said Lot 21, thence along the Westerly and Southerly lines of said Lot 21 the following bearing and distances. North 5T51'11" West 299.13, North 0''04'00" West 17.40 feet and North 89°;27'00" West 200.85 feet to THE TRUE POINT OF BEGINNING. Order No. Escrow N(^. Loan No. WHEN RECORDED MAIL TO: City of Carlsbad 1200 Elm Avenue Carlsbad. CA 92008 .> 9 6' c r 11 81-052874 ^^^^ SPACE ABOVE THIS LINE FOR RECORDER'S USE NO FE£ MAIL TAX STATEMENTS TO: Same as above DOCUMEPfTARY TRANSFER TfiX S. .N.!..!.. ... Computed on the consideration or value of property conveyed; OR ... Computed on the consideration or value less liens or encumbrances relQi/nig alTtkn* ot Signature of Declarant or /(gent determining tax — Firm Name EASBIENT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged. GROVE APARTMENTS INVESTMENT CO.. a partnership hereby GRANT(S) to CITY OF CARLSBAD the real property in the City of Carlsbad County of San Diego , State of CaUfornia, described as An easement for drainage structures in a portion of Lot 25 of Hosp Eucalyptus Forest Company's Tract No. 1 in the City of Carlsbad, County of San Diego, State of California, according to map thereof No. 1136 filed in the office of the recorder of said San Diego County, June 5, 1908, and described as follows: A 30.00 foot wide strip of land lyina westerly of and adjacent to the following described line: STATE OF CALIFORNIA COUNTY OF_^^ 6u? I On ^>S^^J'-yv^MX, 11 (.^Il-Z~r u % "id State, per,on.l„ ^..^......US^^^&M^.^^^^ ' """"^ ^ I known to me to be_Qi*^_,h, partner, of the partnership l l .hat executed the within instrument and acknowledged to me that I such partnership executed the same. WITNESS my hand and official seal. tant north •eet; tangent :hence istance ig along e of 5 Signature Name (Typed or Printed) ) „ COUNTY OF (This area for official no'srlal seal) On before me, the undersigned, a Notary Public in and for said State, personally appeared whose name . known to me to ba the person - subscribed to the within instrument and acknowledged that executed the same. WITNESS my hand and official seal. Signature (Thiji arsa for official nota'iai seal) MAIL TAX STATE?v1ENTS AS DIRECTED ABOVE CERTIFICATION FOR ACCEPTAIMCE OF DEED This is to certify that the interest in real property conveyed by the deed or grant dated December ii, 1980 from Grove Apartments Investment Co., a partnership to the City of Carlsbad/ Califomia, a municipal corporation, is hereby accepted by the City Council of the City of Carlsbad, California pursuant to resolution Ho. 6435 , adopted on February 3, 1981 and the grantee consents to the recordation thereof by its duly authorized officer. DATED: February 4, 1981 PARK IN LIEU COMPUTATIOrJ PROCEDURE U0Ojr S SUBDIVISION NUMBER A. SS>, O^^'^ ASSESSED L'\ND VALUE B. 119 DWELLING UNITS C. %^/2A03 ACRES IN PARCEL S.5C DWELLING UNITS PER ACRE (B T C) E. ^ ^ sq FT PER ACRE REQUIRED (From pg 4 of Ordinance) F. « PERCENT PARK LAND REQUIRED PER GROSS ACRE OF SUBDIVISION (From pg 3 of Ordinance) G. I ^ Ll n SQUARE FEET IN PARCEL (C x 43,560) H. ^ ( SQUARE FEET ASSESSED LAND VALUE (A r G) I. 2^ .H (f SQUARE FOOT MARKET VALUE (H x 6) J. , \ \0 ACRES REQUIRED FOR PARK DEDICATION (C x F) K. H^I(^H SQUARE FT REQUIRED FOR PARK DEDICATION (E x C) L. 2,1 I FEE IN LIEU OF DEDICATION (K x I) Application for Grading Permit CITY OF CARLSBAD ENGINEERING DEPARTMENT 1200 Elm Avenue 438-5541 Building Permit Plan Check No.. Validation by Finance Department FOR APPLICANT TO FILL IN Si.e^^^^ ^ ^^^^^^ Tegal Description C/Z^/T ^ / ^f- ^-•5" Map No, ^ ~ Surety Com pan anyl / Bond No. Surety Address Subdivision Name Date Filed Rec'd by Phone Cash deposit $ Rec'd by Date filed Owner's Address _ The following documents are required and shall become a part of the grading permit when they are approved. Plans by Civil Engineer R.CE. . _ Phone J)C Grading plans ^ Soil report Drainage structures Soil Engineer R.CE. Phone Compaction report Specifications Geologic Report Other Qpapling Conlractor Phone SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT Address Party responsible for overall supervision I supervisi 1. Authorized hours of operation: 7:00 AM to Sunset, Monday - Friday. Proposed use of grade site / ^A^^S/^S^A^ Number of cubic yards Cut Fii Import Waste Haul routes are to be approved by City Engineer Adequate provisions shall be made for erosion and siltation control. All slopes shall be planted per City Code. Proposed Schedule of Start Operations (dates) ^S^l^/^ Finish I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and conditions of any permit issued pursuant to this application. Signature of Permittee Owner or authorized a ENVIRONMENTAL CLEARANCE - EIA Log No. Date By 5. All fills to be compacted to at least 90% of optimum density unless noted otherwise. Under City Code Sec. 11.06 170 this grading Is: • REGULAR GRADING - City inspector will make Inspections listed below. • CONTROLLED GRADING • Private grading engineer shall observe work, coordinate tests, make reports. Grading permit Plan check fee $ Permit Issped, by Permit Expiration Date Date INSPECTION DATE INSP. SIGNATURE Initial - site prep. Rough - prior to drains Final/ slopes planted Compaction reports rec'd. Private engr. cert, rec'd. Copies: White-Office; Green-Building; Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD Appi; ^ion for Grading Permi" CITY OF CARLSBAD PUBLIC WORKS & BUILDING bcPARTMENT 1200 Elm Avenue 729-1181 PERMIT Nl (letter c L=lot S=subdivis, C=City cont FOR APPLICANT TO FILL IN Site Address Monroe and Hosp Way Surety Bond Bond No. Legal Descri_ption Map No. Carlsbad Tract #77-2 Unxt 5 Surety Company Subdivision Name Woodridge Unit #5 Surety Address Owner Broadmoor Hoiries Inc Phone Date Filed Rec'd by Owner's Address 3911 Sorrento Valley Blvd, San Diego 92111 Cash deposit $ Rec'd by Date filed The following documents are required and sh become a part of the grading permit when th' are approved. Grading plans ^Specifications Soil report Vicinity map Drainage structures Retaining walls Compaction report Other Plans by Civil Engineer Arland M. Wiberg R.CE. 15382 Address 431 Hale Av Escondido CA Phone 745-3222 Soi I Enqineer R.CE. ^ Richard While 21992 Phone . 224-291 trading Contractor Phone '\ddress Check if supervised qrading x SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT arty responsible for overall supervision Arlnnri U, Wihfirg 1. Authorized hours of operation: 7:00 AM "t ='roposed use of grade site Residential 5:00 PM, Monday-Friday, 2. Haul routes are to be approved by City Mumber of cubic yards Waste Engineer. 5. Adequate provisions shall be made for 2000 .... 37000 1 35000 Total Compacted fills (yes ves or no) Proposed Schedule of Operations (dates) Start U-180 Fi n i sh 1-15-61 erosion and siltation control. 4. All slopes shall be planted per direction of Parks & Recreation Director. I hereby acknowledge that I have read the applica- fion and state that the information I have providee is correct and agree to comply with all City ordinances and State laws regulating excavating anc grading, and the provisions and^omiitions oj ^ny jermit issued pursuant to/'iTfT^^OTTicltion INSPECTION DATE INSPECTOR'S SIGNATURE Ground preparation iignature of Permitte >wner or authorized age Rough grading Compaction report rec'd. Planting & drainage Final certification rec'd. rading permit fee $ 213.00 srmit Expir'atlon Date Work completed Surety bond released THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED plication for Grading Permit CITY OF CARLSBAD PUBLIC WORKS & BUILDING DEPARTMENT 1200 Elm Avenue 729-1181 PERMIT NO. (letter code + number. L=lot S=subdivision C=City contract FOR APPLICANT TO FILL IN Site Address Monroe and Hosp Way Surety Bond Bond No. Legal Description Map No. Carlsbad Tract #77-2 Unit 4 '7/'' *4 \ Surety Company Subdivision Name Woodridge Unit 4 Surety Address Owner Broadmoor Homes Inc Phone Date Filed Rec'd by Owner's Address 3911 Sorrento Valley Blvd.. San Diego. 92111 Cash deposit $ Rec'd by Oate filed ^lans by Civil Engineer Arland M. Wiberg R.CE. 15382 ftddress .Phone 431 Hale Av Escondido CA 92025 745-3222 The following documents are required and shall become a part of the grading permit when they are approved. Soi 1 Engineer R.CE. Richard While 21992 Phone 224-2911 irading Contractor Phone JBrading plans _Soi I report _Drainage structures _Compaction report _Speci fications _Vicinity map _Reta i n i ng waI Is "other Address Check if supervised grading X SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT 'arty responsible for overall supervision Arland M. Wiberg I. Authorized hours of operation: 7:00 AM to 'roposed use of grade site Residential 5:00 PM, Monday-Friday. Haul routes are to be approved by City Mumber of cubic yards Cut Fill mport Waste Engi neer. 3. Adequate provisions shall be made for 10,000 13,000 3,000 Total Compacted fills (yes yes or no) Proposed Schedule of Operations (dates) Start 11-1-80 Fi n i sh 1-15-81 erosion and siltation control. All slopes shall be planted per direction of Parks & Recreation Director. I hereby acknowledge that I have read the applica tion and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and^conditions of any permit issued pursuant to this INSPECTION DATE INSPECTOR'S SIGNATURE Ground preparation Signature of Permittee Owner or authorized agen Rough grading Compaction report rec'd. Planting & drainage Final certification rec'd, Grading permit fee $ Work completed Surety bond released Permi t Exp i rat i on Date WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED -ruic DCDMIT IQ \/AI in FOR A Sly ffi^ MnwTH PFRinn Iication for Grading Permi CITY OF CARLSBAD PUBLIC WORKS & BUILDING DEPARTMENT 1200 Elm Avenue 729-1181 PERMIT NO. (letter code + number L=lot S^subdivision C=City contract FOR APPLICANT TO FILL IN Site Address Monroe and Hosp Way Surety Bond Bond No. Le^J^^QSC fsl^^cT Tr^a'cT #77-2 Unit 2 Surety Company Subdivision Name Woodridge Unit #2 Surety Address Owner Broadmoor Homes Inc Phone Date Filed Rec'd by Owner's Address 3911 Sorrento VaUey-Blvd/ San Diegg, 92111 Cash deposit Rec'd by Date filed lans by Civil Engineer Arland M. Wiberg R.CE. 15382 Address Phone 431 Hale Av. Escondido CA 92025 745-3222 Soi I Engineer R.CE. Richard While 21992 Phone 224-2911 The following documents are required and shall become a part of the grading permit when they are approved. Grading plans ^Specifications ^Soi I report Srading Contractor Phone _Drainage structures _Compaction report _V ici nity map _Retaining walIs Other Address Check if supervised grad i ng X SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT 'arty responsible for overall supervision Arland M. Wiberg I. Authorized hours of operation: 7:00 AM to 'roposed use.of grade site Residential 5:00 PM, Monday-Friday. 2. Haul routes are to be approved by City Mumber of cubic yards Cut Fill Waste Engineer. 5. Adequate provisions shall be made for 23000 12000 11,000' Total Compacted fills (yes or no) Yes Proposed Schedule of Start Finish Operations (dates) 11-1-80 1-15-81 erosion and siltation control. All slopes shall be planted per direction of Parks & Recreation Director, I hereby acknowledge that I have read the applica- tion and state that the information I have providec is correct and agree to comply with all City ordinances and State laws regulating excavating anc grading, and the provisions and conditions of any jermit issued pursuant tojjiis a,^!o^j(;zgDon INSPECTION DATE INSPECTOR'S SIGNATURE Ground preparation Signature of Permittee Owner or authorized agen Rough grading Compaction report rec'd, Planting & drainage Final certification rec'd. Grading permit fee $ jg^ Qr Permit Expi Date Work compIeted Surety bond released THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED TU I Q PPRMIT I c; UAI in FHD i CIV (ei\ Mr,M-rr r i-,r-r-M/>r^ # f Testing Engineers—San Diego I I I 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Wav. UnitB. Vista. California 92083 (714 ) 758-3730 LABORATORY NUMBER SD36—3339 REPORT OF SOIL TESTS DATE September 8. 1981 JOB DATA: PROJECT: CLIENT: File #507, Job #592072 FC02 Woodridge Phase II, Unit #5 Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92138 SAMPLE DATA: Submitted to the laboratory on September 2, 1981 and identified as S/N 1, Private Street, bpp. Lot 142. R-VALUE DATA A B c D COMPACTOR PRESS - P.S.I. 350 230 150 MOIST e COMPACTION - % 10.6 11.5 12.4 DENSITY - #/Cu. FT. 126.0 123.5 121.3 R-VALUE - STABILOMETER 37 22 14 ExuD. PRESSURE - P.S.I. 540 320 220 STAB. THICK - FEET 0.90 1.12 1.23 ExPAN. PRESS. THICK-FEET 0.43 0.33 0.10 0> .? u > T. I. (ASSUMED) = 4.5 BY STAB. © 300 P.S.I. ExuD. 21 BY EXPANSION PRESSURE = AT EQUILIBRIUM 21 SAND EQUIVALENT = BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD % OF INCHES P.S.I. P.S.I. STANDARD 0.1 tooo 0.2 1500 0.3 i»oo 0.4 2300 0.5 2600 MOISTURE AFTER SOAKING % EXPANSION S COMPACTION TEST; METHOD — CALIFORNIA BEARING OPTIMUM MOISTURE s OPTIMUM DRY DENSITY, LBS./CU. FT. PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX REPORTED TO: (1) Woodward-Clyde Consultants 1/ TESTING ENGINEERS - SAN P+EGO REVIEWED BY THC:lh Y^/^ T. H. Chapman, '^.E. #12882 I Testing Engineers—San Diego 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way UnitB, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD36-3340 REPORT OF SOIL TESTS DATE September 8, 1981 JOB DATA: File #507, Job #592072 FC02 PROJECT: Woodridge Phase II, Unit #5 CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, Califomia 92138 SAMPLE DATA: Submitted to the laboratory on September 2, 1981 and identified as S/N 2, Private Street, opp. Lot 135. R-VALUE DATA A B c D COMPACTOR PRESS - P.S.I. 350 280 190 MOIST © COMPACTION • % 11.3 12.2 13.0 DENSITY - #/Cu. FT. 123.5 123.2 120.7 R-VALUE - STABILOMETER 45 22 16 ExuD. PRESSURE - P.S.l. 380 340 250 STAB. THICK - FEET 0.79 1.12 1.20 EXPAN. PRESS. THICK-FEET 0.33 0.07 0 T. 1. (ASSUMEOl = 4.5 o 3 BY STAB. ® 300 P.S.I. EXUD. = 18 DESI R. VA BY EXPANSION PRESSURE -— AT EQUILIBRIUM -18 SAND EQUIVALENT = PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD %OW INCHES P.S.I. P.S.I. STANDARD O.I 1000 0.2 tsoo 0.3 1900 0.4 2300 0.5 2600 MOISTURE AFTER SOAKING % EXPANSION % COMPACTION TEST; METHOD — CALIFORNIA BEARING OPTIMUM MOISTURE % OPTIMUM DRY DENSITY, LBS./CU. FT. REPORTED TO: (1) Woodward-Clyde Consultants Tpr-iK TESTING ENGINEERS REVIEWED BY PIEGO T. H. Chapman, R.E. #12882 ^^^^ f I Testing Engineers—San Diego ^ 3467Kurtz St., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD36-3341 REPORT OF SOIL TESTS DATE September 8. 1981 JOB DATA: PROJECT: CLIENT: File #507, Job #592072 FC02 Woodridge Phase II, Unit #5 Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92138 SAMPLE DATA: Submitted to the laboratory on September 2, 1981 and identified as S/N 3, Private street, opp. lot 130. R-VALUE DATA A B c D COMPACTOR PRESS - P.S.I. 300 205 130 MOIST e COMPACTION - % 11.8 12.6 13.5 DENSITY - #/Cu. FT. 123.3 120.8 118.9 R-VALUE - STABILOMETER 31 19 13 EXUD. PRESSURE - P.S.I. 500 380 240 STAB. THICK - FEET 0.99 1.16 1.25 EXPAN. PRESS. THICK-FEET 0.50 0.37 0.10 T. 1. (ASSUMED) = 4.5 z ^ BY STAB. © 300 P.S.I. EXUD. = 15 DESI R. VA BY EXPANSION PRESSURE — AT EQUILIBRIUM > 15 SAND EQUIVALENT = BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS PENETRATION STANDARD % OF INCHES P.S.I. P.S.I. STANDARD O.I lOOO 0.2 1500 0.3 1900 04 2300 0.5 260O MOISTURE AFTER SOAKING % EXPANSION % COMPACTION TEST: METHOD — CALIFORNIA BEARING OPTIMUM MOISTURE % OPTIMUM DRY DENSITY, LBS./CU. FT. PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX REPORTED To: (1) Woodward-Clyde Consultants TESTING ENGINEERS - SAN-DIEGO REVIEWED BY ' THCrlh -7— ^ T. H. Chapman,'R.E. #12882 Drainage Easemept An easement for drainage structures in a portion of lot 25 of Hosp Eucalyptus Forest Company's Tract No. 1 in the City of Carlsbad, County of San Diego^ State of California, according to map thereof No. 1136 filed in the office of the recorder of said San Diego County, June 5, 1908, and described as follows; A 30.00 foot wide strip of land lying westerly of and adjacent to the following described line: Commencing at a point on the westerly line of said lot 25, distant thereon 195.00 feet from the southwest corner thereof; thence north 68°37'20" east (record north 68O30'28" east per deed) 360.45 feet; thence north 18o03'07" west, 41.01 feet to the beginning of a tangent curve, concave easterly and having a radius of 1042.00 feet; thence along said curve through a central angle of 1°02'39" an arc distance of 18.99 feet to the True Point of Beginning^ thence continuing along said curve through a central angle of 2°44'58" an arc distance of 50,00 feet. <NAGB •4S' ^"fS: L-35- 'NA6E ^-4s: t-35- 'Form 1359 (4/75) CLTA Subdivision Guarantee Form No. 14 SUBDIVISION GUARANTEE SUBDIVISION: CARLSBAD TRACT 77-2 UNIT NO. 2 ORDER NO. 806290-6 FEE $50.00 First American Title Insurance Company a corporation. GUARANTEES The County of San Diego tocated in a sum not exceeding $1000.00. and any City within which said subdivision is That, according to those public records which, under the recording laws, inrjpart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title irrterest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are: GENSTAR DEVELOPMENT INC., a New York corporation, as record owners. FIRST AMERICAN TITLE INSURANCE COMPANY, as Trustee of Deed of Trust recorded September 11, 1979 as File No. 79-380192 of Official Records. The map hereinbefore referred to is a subdivision of: LEGAL DESCRIPTION ATTACHED. Dated: August 29, 1980 First American Title Insurance Company PRESIDENT / ASSISTANT SECRETARY RALPH M. SNYDER X • o V n 6 • V> «« I K I K- •. SEPTEMBER 24. • * LEGAL DESCRIPTION ORDER NO. 806290-6 All of those portions of Lots 4, 5, 6 and 7, of Hosp Eucalyptus Forest Company's Tract No. 1, in the City of Carlsbad, County of San Diego, State of Califomia, according to Map thereof No. 1136, filed in the Office of the County Recorder of San Diego County, June 8, 1908, being described as follows: Beginning at the most Northerly comer of Carlsbad Tract No. 72-11, ac- cording to Map thereof No. 7682, filed in the Office of the County Recorder of San Diego County, June 29, 1973, being a point on the Easterly line of said Hosp Eucalyptus Forest Company's Tract No. 1; thence along the Northwesterly line of said Carlsbad Tract No. 72-11, South 52"23'46" West 442.18 feet to the most Easterly comer of Carlsbad Tract No. 77-2, Unit No. 1, according to Map thereof No. 9540, filed in the Office of the County Recorder of San Diego County January 29, 1980; thence along the botindary of said Carlsbad Tract No. 77-2, Unit No. 1, North 37'36'14" West 233.00 feet; thence North 57"59'37" West 101.44 feet; thence North 4"10'28" East 118.50 feet; thence North 32'*17'25" East 170.00 feet; thence North 32»00'00" West 130.00 feet to the most Northerly comder of said Carlsbad Tract No. 77-2, Unit No. 1; thence leaving said boundary North 58'00'00" East 50.00 feet; thence South 75'*40'23" East 57.04 feet; thence North 0°36'28" East 172.53 feet; thence North 13"35'00" West 17.63 feet; thence South 86" 44*11" East 216.16 feet; thence South 1"03'10" West 212.50 feet; thence South 47"33'00" East 104.00 feet; thence South 62"00'00" East 86.00 feet; thence South 82"16'57" East 92.45 feet to the Easterly line of said Hosp Eucalyptus Forest Company's Tract No. 1; thence along said Easterly line. South 1"03'10" West (South per Map 1136) 195.00 feet to the Point of Beginning. THE UNDERSIGNED HEREBY CERTIFIES THAT THIS IS A TRUE AND COEKECT COPY OF TKE LEGAL DESCRIPTION ON CARLSBAD TRACT 77-2 Unit No. 2 FIRSI AMERICAN TITLE IRSURAKCE COI^PAHY BYi TiifEDt June 12. 1980 ,..Sv,>;< ,n X359 (4/75) t.TA subdivision Guarantee Form No. 14 SUBDIVISION GUARANTEE SUBDIVISION: .CARLSBAD/TRACT 77-2 UNIT #3 ORDER NO. 811824-6 FEE $50.00 First American Title Insurance Company a corporation, GUARANTEES The County of San Diego located in a sum not exceeding $1000.00. and any City within which said subdivision is That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said roaji are: GENSTAR DEVELOPMENT INC., a New York corporation, as record ow-ier. FIRST AMERICAN TITLE INSURANCE COMPANY, as Trustee under Deed of Trust recorded September 11, 1979 as File No. 79-380192 of Official Records. The map hereinbefore referred to is a subdivision of: LEGAL DESCRIPTION ATTACHED HERETO. Dated: January 9, 1980 First American Title Insurance Company RALPH M. SNYDER PRESIDENT 'A/ ASSISTANT SECRETARY i^.r/ '.A ORDER NO. 811824-6 LEGAL DESCRIPTION Those portions of Lots 5, 6, 7, 8, 11 and 12 and of Forest Street in Hosp Eucalyptus Forest Company's Tract Number 1, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 1136, filed in the Office of the County Recorder of San Diego, June 9, 1908, being more particularly described as follows: Commencing at the most Northerly corner of Carlsbad Tract No. 72-11, according to Map thereof No. 7682, filed in the Office of the County Recorder of San Diego County, June 29, 1973, said corner being a point on the Easterly line of said Hosp Eucalyptus Forest Coirpany's Tract Number 1; thence along said Easterly line. North l"03'10" EasL (North per Map 1136) 195.00 feet to the True Point of Beginning; thence leaving said Easterly line. North 82"16'57" West 92.45 feet; thence North 62°00'O0" West 86.00 feet; thence North 47" 33'00" West 104.00 feet; thence North 1°03'10" East 214.-50 feet; thence North 86°44'11" West 220.77 feet; thence North 2"00'00" West 19.49 feet; thence North 13''35'00" West 185.00 feet; thence North 72°00'00" West 70.00 feet; thence South A9''35'30" l^est 124.00 feet; thence North 4O°24'30" West 87.00 feet; thence North 10°16'56" West 71.56 feet to an intersection with the Northerly boundary of Parcel 3 of that land conveyed to Genstar Development Inc., by deed recorded September 11, 1979 as File No. 79-380191 of Official Records; thence along the boundary of said Genstar Development Inc. land. North 6l"31' 58" East (North 61°25'08" East per deed) 57.00 feet to an angle point therein; thence continuing along said bour.dary. South 89°11'20" East 557.71 fSet (South 89°18'10" East 551.72 feet per deed) to a point on a non-tangent 310.00 foot radius curve concave Southeasterly, a radial line bears North 84"40'53" West (North 84°47'53" West per dead) zo said point; thence Northerly and North- easterly along said curve through a central angle of 41"32'50" (41"33'00" per deed) an. arc length of 224.79 feet (224.81 feet per deed); thence non-tangent to said curve. South 89"11'2C" East (South 89"18'10" East per deed) 46.07 feet to the Easterly line of said Kosp Eucalyptus Forest Company's Tract Number 1; thence along said Easterly line. South 1°03'10" East (South per Map 1136) 843.48 feen to the Trua Point of Beginning. „.,^.„,,C:TP—- P^~— r^-ill-^J-ES THAT THIS IS A TRUE AND CORRECT COPY D? - I^:---.^^ ^^0. OJ ~ CARLSBAT. TPAGT 77„-Ulirr-NQ-_3- BY:- T>,rpvT): January 9. 19^ Form 1359 (4/75) CLTA Subdivision Guarantee Form No. 14 SUBDIVISION GUARANTEE SUBDIVISION: • CARLSBAD TRACT NO. 77-2 UNIT NO. 4 ORDER NO. 811842-6 FEE $ 50.00 First American Title Insurance Company a corporation, GUARANTEES The County of San Diego ^""^ ^'^^ within which said subdivision is located in a sum not exceeding $1000.00. That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are: GENSTAR DEVELOPMENT INC., a New York corporation, as record owner. THE CITY OF CARLSBAD, as holder of easements recorded December 13, 1973 as File No. 73-344774 and August 30. 1979 as File No. 79-365412 of Official Records. FIRST AMERICAN TITLE INSURANCE COMPANY, as Trustee under Deed of Trust recorded September 11, 1979 as File No. 79-380192 of Official Records. The map hereinbefore referred to is a subdivision of: LEGAL DESCRIPTION ATTACHED Dated: ^^.^^ 4^ igg^ First American Title Insurance Company iLPH M. SNYDER ASSISTANT SECRETARY PRESIDENT P' sr ' >• *: <^ I SfPul'ftili 'Ih ' ^ I LEGAL DESCRIPTION PAGE NO. 1 ORDER NO. 811842-6 Those portions of Lots 7, 8, 25, 26, 27 and of Forest Street and Canon Street in Hosp Eucalyptus Forest Company's Tract No. 1, in the Cityiof Carlsbad,"County of San Diego, State of California, according to Map No. 1136, filed in the Office of the County Recorder of San Diego County, June 8, 1908, being more particularly described as follows: Commencing at a point on the Westerly line of said Lot 25 distant thereon North 23°27'45" West 195.00 feet from the Southwest corner thereof; thence leaving said Westerly line North 68"37'10" East (Record North 68°30'28" East per Deed) 360.45 feet to the TRUE POINT OF BEGINNING; thence continuing North 68°37'10" East (Record North 68°30'28" East) 541.89 feet; thence North 61°31'58" East (Record North 61"25'08" East) 305.23 feet; thence South 13"00'00" East, 90.00 feet; thence North 77°00'00" East 40.00 feet; thence North 63"11'23" East 35.90 feet; thence South 72"00'00" East 110.00 feet; thence South 13°35'00" East 225.00 feet; thence South 00"36'28" West 172.53 feet; thence North 75°40'23" West 57.04 feet; thence South 58"00'00" West 50.00 feet to the most Easterly, Northeast corner of Lot 31 of CARLSBAD TRACT NO. 77-2 UNIT NO. 1 according to Map thereof No. 9540, filed in the Office of the County Recorder of San Diego County, January 29, 1980; thence along the boundary of said Map No. 9540 as follows: South 58°00'00" West 150.00 feet; South 32''00'00" East 185.00 feet; South 28"20'20" West 114.40 feet; North 60"05'00" West 304.64 feet; South 53"54'40" West 100.75 feet; South 49" 26'19" West 67.94 feet; South 24°17'00" West 153.93 feet; and South 58"13'55" West 84.00 feet; thence North 31"46'05" West 206.84 feet to the beginning of a tangent 1042.00 foot radius curve concave Easterly; thence Northerly along the arc of said curve through a central angle of 13°42'58" a distance of 249.45 feet; thence tangent to said curve. North 18°03'07" West 249.57 feet to the TRUE POINT OF BEGINNING. uKDKKsiGMu BET^m 'iW ISIS IS E CORHECT C0P,I OF THE ^I^IGAL MCiaPTIOK ... • / ^ BI: 3i Form 1359 (4/75) CLTA Subdivision Guarantee Form No. 14 SUBDIVISION GUARANTEE SUBDIVISION: CARLSBAD TRACT NO. 77-2 UNIT NO. 4 ORDER NO. 811842-6 FEE S 50.00 First American Title Insurance Company a corporation, GUARANTEES The County of San Diego and any City within which said subdivision is located in a sum not exceeding $1000.00. That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included vvithin the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are: GENSTAR DEVELOPMENT INC., a New York corporation, as record owner. THE CITY OF CARLSBAD, as holder of easements recorded December 13, 1973 as File No. 73-344774 and August 30, 1979 as File No. 79-365412 of Official Records. FIRST AMERICAN TITLE INSURANCE COMPANY, as Trustee under Deed of Trust recorded September 11, 1979 as File No. 79-380192 of Official Records. The map hereinbefore referred to is a subdivision of: LEGAL DESCRIPTION ATTACHED HERETO. Dated: February 5, 1980 First American Title Insurance Company BY ^ PRESIDENT I I ^^J-^ ' ' ASSISTANT SECRETARY RALPH M. SNYDER ORDER NO. 811842-6 LEGAL DESCRIPTION Those portions of Lots 7, 8, 25, 26, 27 and of Forest Street and Canon Street in Hosp Eucalyptus Forest Company's Tract No. 1, in the City of Carlsbad, County of San Diego, State of California, according to Map No. 1136, filed in the Office of the County Recorder of San Diego County, June 8, 1908, being more particularly described as follows: Commencing at a point on the Westerly line of said Lot 25 distant thereon North 23°27'45" West 195.00 feet from the Southwest corner thereof; thence leaving said Westerly line North 58°37'10" East (Record North 68"30'J8"__East 'jV^ 7 per Deed) 360.45 feet to the True Point of Beginning; thenae-ctrntlnuing North 68"37'10" East (Record North 68°50'28" East)<24flfir:;=a0-'feet; thence North 61"31' 58" East (Record North 61"25'08" East) 248.23 feet; thence South 10°16'56" East 71.56 feet; thence South 71°02'29" West 165.18 feet; thence South 20"45' 00" West 210.00 feet; thence South 28"25'00" West 165.00 feet; tltenrce~-South—- -~2S^2^5JI-a0^e&t-165.^0G-feefe South 26"02'27" East 193.42 feet; thence South 60°O5'00" East 54,72 feet; thence South 53"54'40" West 100.75 feet; thence South 49°26'19" West 67.94 feet; thence South 24''17'00" West 153.93 feet; thence North 58°13'55" West 84.00 feet; thence North 3l"46'05" West 206.84 feet to the beginning of a tangent 1042.00 foot radius curve concave Easterly; thence Northerly along the arc of said curve through a central angle of 13"42' 58" 249.45 feet; thence leaving said curve North 18°03'07" West 249.57 feet to the True Point of Beginning. CARLSBAD 7-2 UNIT NO. 4 /f ^fe/-^ _^ Form 1359 (4/75) CLTA Subdivision Guarantee Form No. 14 SUBDIVISION GUARANTEE SUBDIVISION: CARLSBAD TRACT 77-2 ORDER NO. 795172-6 •"EE $ 50.00 First American Title Insurance Company a corporation, GUARANTEES The County of San Diego located in a sum not exceeding $1000.00. and any City within which said subdivision is That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are: SEE EXHIBIT "A" ATTACHED HERETO. The map hereinbefore referred to is a subdivision of: SEE LEGAL EESCRIPTKXg ATT?OIED HERETO. Dated: October 18, 1979 First American Title Insurance Company BY BY PRESIDENT ASSISTANT SECRETARY * » . * • e-> r- SEPTEMBER 24, • * «^ ••. 1368 ^ / ORDER NO. 795172-6 PACE TWO EXHIBIT "A" GENSTAR E3EVEIOPMENT INC., a Nfew York corporation, as record owner. 'Tbe signature of the dty of Carlsbad, holder of easerent reoortJed DeoeniKr 13, 1973 as File NO. 73-344744 and August 30, 1979 as File No. 79-365412 of Official Itecords, has been emitted under the provisions of Section 66436, Subsection C-2 of tlie Goveriment Oode. Their interest is such that it cannot ripen into a fee title and said signatures axe not required by the governing bo^. SATOOO AS SUCCESSOR THJSTEE TO SECURITY TTTIE T^SURiWlCE CEMPANY, a Califbmia oorporatiai, as trustee cn Trust Deed recorded Decejriber 22, 1971 as File No. 297899 of Official Records. FIRST AMERICA TITLE INSURANCE OCMPANY, as tunostee an Deed of Trust recorded Septenber 11, 1979 as File No. 79-380192. SUBDIVISION GUARANTEb. ' -. _ ,i ORDER NO. 795712-6 . " • . . * ' LEGAL DESCRIPTION All those portions of Lots 2 through 8 inclusive and all those portions of Lots 25, 26 and 27, and Forest Street and Cannon Street in Hoop Eucalyptus Forest Co.'s Tract No. 1 in the City of Carlsbad, County of San Diego, State of California according to map thereof No. 1136 filed in the Office of the County Recorder of San Diego County June 8, 1908, described as a whole as follows 1 Comnencing at the most westerly corner of Carlsbad Tract No. 72.11 according to map thereof No, 7682, filed in the Office of the County Recorder of San Diego County June 29, 1973: thence along the northwesterly boundary thereof north 71 30' 20" east 139.10 feet to the true point of beginnings thence leaving said boundary nor th 18 29'' 40'' west 469.91 feet to the beginning of a tangent 758.00 foot radius curve concave southwesterly" thence north- westerly along said curve through a central angle of 13 16' 25" a distance of 175.60 feet; thence tangent to said^curve north 31° 46'' 05" west 36.00 feet- thence north 58° 13' 55" east 84.00 feet: thence north 24° 17'- 00^' east 153.93 feet- thence north 49° 26'- 19'-' east 69.94 feetr thence north 53° 54' 40" east 100.75 feet; thence south 60° 05'' 00'-' east 304.64 feet; thence north 28° 20' 20" east 114.40 feet; thence north 32° 00' 00'* west 185.00 feet; thence north 58° OO'' 00" east 150.00 feet; thence south 32° 00' 00'' east 130.00 feet; thence south 32° 17' 25'" west 170.00 feet; thence south 4° 10'- 28'' west 118.50 feet: thence south 57° 59'' 37" east 101.44 feet: thence south 37 36' 14'' east 233.00 feet to a point on the northwesterly boundary of said Map No. 7682 distant thereon south 52° 23'- 46" west 442.18 feet from the most northerly corner thereof; thence along said norLhwesterly boundary south 52° 23' 46'' west 576.40 feet; thence south 16° 00' 00" west 124.01 feet- thence south 71° 30' 20" west 84.00 feet to the true point of beginning. AMENDED SUBDIVISION GUARANTEE Fee$ 50.00 No. S-559795 Dated: March 20, 1978 as of 7:30 A.M. Subdivision: Carlsbad Tract 77-2 Unit No. 1 SAFECO TITLE INSURANCE COMPANY a corporation GUARANTEES The County of San Diego and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those pubhc records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, ave- nues and other easements offered for dedication by said map are as set forth in Schedule A. President Secretary An Authorized Signature SUBDIVISION GUARANTEE CLTA Guarantee Form No. 14 P-35 (G.S.) Rev. 3-75 SAFECO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE-SCHEDULE A No. S-559795 Dated: March 20, 1978 as of 7:30 A.M. Subdivision: Carlsbad Tract 77-2 Unit No. 1 The map hereinbefore referred to is a subdivision of: SEE EXHIBIT "A" ATTACHED The parties hereinbefore referred to are; VESTEE: TRUSTEE: KAMAR CONSTRUCTION CO. , a partnership SAFECO TITLE INSURANCE COMPANY, a corporation under a deed of trust recorded December 22, 1971 as File No. 297899. TRUSTEE; SAFECO TITLE INSURANCE COMPANY, a California corporation, under a deed of trust recorded March 9, 1978 as File No. 78-093950. NOTE: NOTE: The signature of the City of Carlsbad owner of easements as disclosed by deeds recorded March 1, 1973 as File No. 73-054484, and December 13, 1973 as File No. 73-344774 of Official Records of San Diego County has been omitted under the provisions of Section 66436, Subsection (C-l), of the Government Code, their interest is such that it cannot ripen into a fee title and said signature is not required by the governing body. The signature of the Buena Woods Unit No. II Homeowners Association owner of an easement as disclosed by deed recorded September 24, 1976 as File No. 76-314753 of Official Records of San Diego County has been omitted under the provisions of Section 66436, Subsection (C-l), of the Government Code, their interest is such that it cannot ripen into a fee title and said signature is not required by the governing body. •COMP: EXIIIBIT "A' Those portions of Lot 2, 3, 4,.6, 7 and 27, and of Canon Street, in IIosp Eucalyptus Forest Go's Tract No. 1, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 1136, filed in the Office of the County Recorder of San Diego County, June 8, 1908, described as follows: AMENDED CK:FBD 11-3-77 S-559795 E-14601 CORRECTED,' 11-8-77 Commencing at the Southeast corner of said tract; thence along the East line of said tract North 00°56'20" East, 1225.18 feet to the most Northerly corner of Carlsbad Tract No, 72-11, according to Map thereof No. 7682, filed in the Office of the County Recorder of San Diego County, June 29, 1973; thence leaving said East line. South 52°23'46" West, along the Northwesterly boundary of said Carlsbad Tract No. 72-11, 442.18 feet to the TRUE POIOT OF BEGINNING; thence continuing along said Northv7csterly boundary, South 52°23'46" West, 576.40 feet and South 16°00'00" West, 124.01 feet to a point on the Northeasterly right of way line of Monroe Street (84.00 feet wide); thence at rigVit angles to said Northwesterly right of way line. South 71°30'20" West, 84.00 feet; thence North 18°29'40" West, 469.91 feet to the beginning of a tangent curve, concave Southwesterly and having a radius of 758.00 feet; thence Northwesterly along the arc of said curve through a central angle of 13°16'25" a distance of 175.60 feet; thence tangent to said curve, North 31°46'05" West, 36.00 feet; thence North 58°13'5 5" East, 84.00 feet; Lhence North 24°17'00" Uast, 153.93 feet; thence North 49°26'19" East, 67.94 feet; thence North 53°54'40" East, 100.75 feet; thence South 60°05'00" East, 394.64 feet; thence North 28°20'20" East, 114.40 feet; thence North 32°00'00'' West, 185.00 feet; thence North 58°00'00" East, 150.00 feet; thence South 32°00'00" East, 130.00 feet; thence South 32°17'25" West, 170.00 feet; thence South 04°10'28" West, 118.50 feet; thence South 57°59'37" East, 101,44 feet; thence South 37°36'14" East, 233.00 feet to the'TRUE POINT OF BEGINNING. CARLSBAD TR/iCT NO. 77-2 UIMIT NO. 1 Form 1359 (4/75) CLTA Subdivision Guarantee Form No. 14 SUBDIVISION GUARANTEE SUBDIVISION: CARLSBAD TRACT 77-2 UNIT NO. 5 ORDER NO. 811879-6 FEE $ 50,00 First American Title Insurance Company a corporation, GUARANTEES The County of San Diego located in a sum not exceeding $1000.00. and any City within which said subdivision is That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior'boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are: GENSTAR DEVELOPMENT, INC., a New York corporation, as record owner. FIRST AMERICAN TITLE INSURANCE COMPANY, a corporation, as Trustee of Deed of Trust recorded September 11, 1979 as File No. 79-380192 of Official Records. The map hereinbefore referred to is a subdivision of: SEE LEGAL DESCRIPTION ATTACHED HERETO Dated: April 11, 1980 First American Title Insurance Company BY BY PRESIDENT RALPH M. SNYDER rt LEGAL DESCRIPTION ORDER NO. 811879-6 Those portions of Lots 25, 26, and 27 in Hosp Eucalyptus Forst Company's Tract No. 1, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 1136, filed in the Office of the County Recorder of San Diego County, June 8, 1908, being more parti- cularly described as follows: Commencing at a point on the Westerly line of said Lot 25 distant thereon North 23°27'45" West 195.00 feet from the Southwest corner thereof; thence leaving said Westerly line North 68''37'10" East (Record North 68"'30'28" East per Deed) 237.00 feet to the TRUE POINT OF BEGINNING; thence continu- ing North 68''37'10" East (Record North 68'30'28" East) 123.45 feet; thence South 18'*03'07" East 249.57 feet to the beginning of a tangent 1042.00 foot radius curve, concave Northeasterly; thence Southerly along the arc of said curve through a central angle of 13''42'58" a distance of 249.45 feet; thence leaving said curve South 31''46'05" East 242.82 feet to the beginning of a tangent 758.00 foot radius curve concave Southwesterly; thence along the arc of said curve through a central angle of 13''16'25" a distance of 175.60 feet; thence ^.eaving said curve South 18"29'40" East 232.91 feet; thence South 71°30'20'.' West 65.00 feet; thence-North 33''28' 42" West 220.00 feet; thence North 31*'15'47" West 240.00 feet; thence North 28'07'14" West 297.00 feet: thence North 18°35'03" West 394.53 feet to the TRUE POINT OF BEGINNING. II. IHE UNDERSIGNED HEREBY CERTIFIES THAT THIS IS A TRUE AND aORRECT COPY OF THE LEGAL DESCRIPTION ON CARLSBAD TRACT 77-2 UNIT NO. 5 ' 3EIRST A!ffiRICAJJ^IIT,.r li.suPjJlCE CO;»IP.UIY mi^ ,Aj^.. T^TRD r February ?Q, 1 Q«r) 7f r First American Title Insurance Company 411IVY STREET, (P.O. BOX 808) SAN DIEGO, CALIFORNIA 92101 • (714) 238-1776 March 13, 1980 BROADMOOR HOMES 3911 Sorrento Valley Blvd., Suite B San Diego, California, 92121 ATTN: BILL SNOW Your No. CARLSBAD TRACT 77-2 UNIT NO. 5 Our Order No. 811879-6 Form of Policy Coverage Requested: SMG In response to the above referenced application for a policy of title insurance, this Company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy of Title Insurance in the form specified above, describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said policy form. This report (and any supplements or amendments thereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liabil- ity be assured prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. 7:30 a.m. lfi JLM^iO RALPir SNYDER/cfe" Title Dated as of February 29, 1980 at Officer Title to said estate or interest at the date hereof is vested in: GENSTAR DEVELOPMENT INC., a New York corporation The estate or Interest in the land hereinafter described or referred to covered by this Report Is: FEE At the date hereof exceptions to coverage in addition to the printed exceptions and exclusions contained in said policy form would be as follows: SEE PAGE TWO SEE ATTACHED LEGAL DESCRIPTION PRELIMINARY REPORT COKx. ED ORDER NO, 811879-6 PAGE TWO SUBJECT TO; 1. General and Special taxes for the fiscal year 1980-81, a lien, not yet payable. 2. An Agreement regarding construction of roadways, dated October 26, 1977, executed by and between Grove Apartments Investment Co., Trustees under the Residuary Trust established under the Will of William S. Bartman,deceased and Kamar Construction Co., upon the terms, covenants, and conditions contained therein, recorded March 20, 1978 as File No. 78-108597 of Official Records. Said Agreement being modified by "Modification of 1977 Agreement between adjacent Land Owners" recorded October 16, 1978 as File No. 78-440517 of Official Records. 4. An All-inclusive Deed of Trust to secure an indebtedness of $2,250,000.00 recorded September 11, 1979 as File No. 79-380192 of Official Records. DATED: June 24, 1979 TRUSTOR: GENSTAR DEVELOPMENT INC., a New York corporation (Broadmoor Homes Division) TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY, a corporation BENEFICIARY: KAMAR CONSTRUCTION CO., a partnership Subject to the terms and conditions contained therein. No insurance is afforded that this All-inclusive Deed of Trust can be forclosed by any means of other than judicial foreclosure. 1979-80 TAX INFORMATION: CODE AREA: 09000 PARCEL NO,: 156-090-39 1ST INSTALLMENT: $39.55 PAID 2ND INSTALLMENT: $39.55 PAID LAND VALUE: $1,632.00 CODE AREA: 09000 PARCEL NO.: 156-090-37 1ST INSTALLMENT: $632.05 PAID 2ND INSTALLMENT: $632.05 PAID LAND VALUE: $28,279.00 CODE AREA: 09000 PARCEL NO.: 156-090-36 1ST INSTALLMENT: $433.60 PAID 2ND INSTALLMENT: $433.60 PAID LAND VALUE: $19,354.00 CODE AREA; 09000 PARCEL NO,: 156-090-34 1ST INSTALLMENT: $36.15 PAID 2ND INSTALLMENT: $36.15 PAID LAND VALUE: $1,479.00 LEGAL DESCRIPTION ORDER NO, 811879-6 Those portions of Lots 25, 26, and 27 in Hosp Eucalyptus Forst Company's Tract No. 1, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 1136, filed in the Office of the County Recorder of San Diego County, June 8, 1908, being more parti- cularly described as follows: Commencing at a point on the Westerly line of said Lot 25 distant thereon North 23''27'45" West 195.00 feet from the Southwest corner thereof; thence leaving said Westerly line North 68°37'10" East (Record North 68"*30'28" East per Deed) 237.00 feet to the TRUE POINT OF BEGINNING; thence continu- ing North 68°37'10" East (Record North 68"30'28" East) 123.45 feet; thence South 18"03'07" East 249.57 feet to the beginning of a tangent 1042.00 foot radius curve, concave Northeasterly; thence Southerly along the arc of said curve through a central angle of 13"42'58" a distance of 249.45 feet; thence leaving said curve South 31°46'05" East 242.82 feet to the beginning of a tangent 758.00 foot radius curve concave Southwesterly; thence along the arc of said curve through a central angle of 13'*16'25" a distance of 175.60 feet; thence leaving said curve South 18''29'40" East 232.91 feet; thence South 71''30'20" West 65.00 feet; thence North 33''28' 42" West 220.00 feet; thence North 31"15'47" West 240.00 feet; thence North 28''07'14" West 297.00 feet: thence North 18°35'03" West 394.53 feet to the TRUE POINT OF BEGINNING. OL. \ 156-09 X CHANGES OLD ISEW CUT ' » ' •f 31 ' 41 >e<Lt> FIRST AMERICAN TtiLE iitU .SNCE 411 IVY COMPANY 238-1776 P.O. Box 808, San Diego, CA 92112 "Thi* plkt !• tVT jvat alA 1B locctisfl your . Isn4 with nfWreoc* to *trt*t« end oi^r •pvt- c«l(. Miile itals pl»t la b«U*T*^ to b* cor- rect, tfa« Zaepmxf aMiaw* BO lliiiiility for wqr lOM occurriD< t7 reuco of rallano* thereon." CERTIFIEO COPY OF RECORD rc.; AS ':' s .:cMT PURPOSES ONUI £ c. v.iLUAVS ASSESSOR APR 15 1977 KlAP 7682 - GARLSBAD TRACT HO 72 - I I LOT 61 MAP 1)36 - HOSn FUCALYPTUS FOREST CD'S TCT NO. ) LOTS 6 7&26&POR LOTS 2-5_, 8,112^258.27 ccr TO T 1 1 C _ 1 (I Ui PRELIMINARY REPORT FORM Prelim Number: Issued By; (§) CHICAGO TITLE COMPANY 73712002911 In response to the application for a policy of title insurance referenced herein, Chicago Title Company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a policy or policies of title insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may tie sustained by reason of any defect, lien or encumbrance not shown or referred to as an exception herein or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations or Conditions of said policy forms. The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said policy or policies are set forth in Attachment One. The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the oprtion of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which estafciiish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Attachment One. Copies of the policy forms should be read. They are available from the office which issued this report. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. The policy(ies) of title insurance to tie issued hereunder will be policy(ies) of Chicago Title Insurance Company, a Nebraska corporation. Please read the exceptions shown or referred to herein and the exceptions and exclusions set forth in Attachment One of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects and encumbrances affecting title to the land. Chicago Title Insurance Company By President Countersigned By: ff^^ ^^^^ Authorized Officer or Agent Secretary CLTA Preliminary Report Form - Modified Adopted: 11.17.2006 Prirrted: 04.19.12 @ 03:15PM SSCORPD0817 doc/Updated: 12 0611 CA—02180.055820-SPS-1-12-73712002911 CHICAGO TITLE COMPANY PRELIM NO. 73712002911 ORDER NO. 73712002911 ISSUING OFFICE: FOR SETTLEMENT INQUIRIES, CONTACT: Title Officer: Richard Cesar Moore Chicago Title Company 2365 Northside Drive, Suite 600 San Diego, CA 92108 Phone: (619)521-3590 Fax; (619)521-3690 IVIain Phone; (619)521-3502 Email; nnoorer@ctt.oom Property Address(es): Ocean Street & Garfield Street, Carlsbad, CA Effective date: February 24, 2012 at 07:30AM The form of Policy or Policies of Title Insurance contemplated by this Report is: CLTA Standard Coverage Policy 1990 ALTA Loan Policy 2006 1. The estate or interest in the Land hereinafter described or referred to covered by this Report is: Fee 2. Title to said estate or interest at the date hereof is vested in: Bernard Goldstein and Marina Goldstein, as Co-Trustees ofthe Goldstein Family Trust dated March 27, 1998, subject to Item 13 of Schedule B 3. The Land referred to in this Report is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF CLTA Preliminary Report Form - Modified SSCORPD0836.doc / Updated: 12.062011 Adopted: 11 17.2006 Printed: 04.19.12 @ 03:15PM CA—02180.05582aSPS-1-12-73712002911 EXHIBIT "A" Legal Description For APN/Parcel ID(s): 203-144-04. 05. 06. 07 & 08 Lots 1, 2, 3, 4 and 5 of Carlsbad Tract No. 04-22, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 15639, filed in the Office of the County Recorder of San Diego County, November 7, 2007 CLTA Preliminary Report Font! - Modified Adopted: 11.17.2006 Printed: 04.19.12 © 03:15PM SSCORPD0836.doc/Updated: 12.06.2011 CA-O218O.05582O-SPS-1-12-73712002911 CHICAGO TITLE COMPANY PRELIM NO. 73712002911 At the date hereof, exceptions to coverage in addition to the printed exceptions and exclusions in said policy form would be as follows: 1. Property taxes, which are a lien not yet due and payatHe, including any assessments collected with taxes to be levied for the fiscal year 2012-2013. 2. Property taxes, including any personal property taxes and any assessments collected with taxes, are as follows: Tax Identification No.: Fiscal Year: 1st Installment 2nd Installment Penalty and Cost: Homeowners Exemption: Code Area: 203-144-04-00 2011-2012 $4,709.79 paid. $4,709.79, open $480.97 (Due after April 10) $000 09000 Property taxes, including any personal property taxes and any assessments collected with taxes, are as follows: Tax Identification No.: Fiscal Year: 1st Installment 2nd Installment: Penalty and Cost: Homeowners Exemption: Code Area: 203-144-05-00 2011-2012 $3,543.00 paid. $3,543.00, open $364.30 (Due after April 10) $000 09000 Property taxes, including any personal property taxes and any assessments collected with taxes, are as follows: Tax Identification No.: Fiscal Year: 1st Installment 2nd Installment Penalty and Cost: Homeowners Exemption: Code Area: 203-144-06-00 2011-2012 $3,543.00 paid. $3,543.00, open $^.30 (Due after April 10) $000 09000 Property taxes, including any personal property taxes and any assessments collected with taxes, are as follows: Tax Identification No: Fiscal Year: 1st Installment 2nd Installment: Penalty and Cost: Homeowners Exemption: Code Area: 203-144-07-00 2011-2012 $3,543.00 paid. $3,543.00, open $364.40 (Due after April 10) $9,000.00 09000 Property taxes, including any personal property taxes and any assessments collected with taxes, are as follows: Tax Identification No: Fiscal Year: 1st Installment: 2nd Installment: Penalty and Cost Homeowners Exemption: Code Area: 203-144-08-00 2011-2012 $42.04 paid. $42.04, open $14.20 (Due after April 10) $0.00 09000 CLTA Preliminary Report Form - Modified SSCORPD0855.doc/Updated: 12.06.11 Adopted: 11 17 20C6 Printed: 04 19.12 @ 03:15PM CA—02180 055820-SPS-1-12-73712002911 CHICAGO TITLE COMPANY PRELIM NO. 73712002911 10 11. 12. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (Commencing with Section 75) ofthe Revenue and Taxation Code ofthe State of California. Matters contained in that certain document Entitled: Dated: Executed by: Recording Date: Recording No: Notice of Restriction on Reai Property January 12, 2007 The City of Carlsbad and Gofat, LLC February 20, 2007 2007-0113921, Official Records Reference is hereby made to said document for full particulars. Matters contained in that certain document Permanent Stormwater Quality Best Management Practice Maintenance Entitled: Agreement Dated: Executed by: Recording Date: Recording No: August 21, 2007 Gofat, LLC and the City of Carlsbad October 30, 2007 2007-0693475, Official Records Reference is hereby made to said document for full particulars. Easement(s) for the purpose(s) shown tielow and rights incidental thereto as delineated or as offered for dedication, on the map of said tract/plat; Purpose: Affects: Recording No: public road and public utilities Lots 1-4 inclusive as shown on said map Map No 15639 Matters contained in that certain document Entitled: Dated: Executed by: Recording Date: Recording No: Hold Harmless Agreement-Drainage August 14, 2007 Gofat, LLC November 9, 2007 2007-0712719, Official Records Reference is hereby made to said document for full particulars. Matters contained in that certain document Entitled: Dated: Executed by: Recording Date Recording No: Local Improvement District Agreement June 20, 2008 the City of Carlsbad and Gofat, LLC September 11, 2008 2008-0484545, Official Records ^> Reference is hereby made to said document for full particulars. CLTA Preliminary Report Fomi - Modified SSCORPD0855.doc/Updated: 12.06.11 Adopted: 11.17 2006 Printed: 04.19.12 @ 03:15PM CA—O2180.05582O-SPS-1-12-73712002911 CHICAGO TITLE COMPANY PRELIM NO. 73712002911 13. Any invalidity or defect in the title of the vestees in the event that the trust referred to herein is invalid or fails to grant sufficient powers to the trustee(s) or in the event there is a lack of compliance with the terms and provisions of the trust instrument. If title is to be insured in the trustee(s) of a trust, (or if their act is to be insured), this Company will require a Trust Certification pursuantto Califomia Probate Code Section 18100.5. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. This Company will require a full copy ofthe trust agreement and any amendments thereto. 14. Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knov\/ledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. 15. Any rights, interests or claims, which are not shown by the put)lic records but which could be ascertained by an inspection ofthe Land or which may be asserted by persons in possession thereof. END OF EXCEPTIONS NOTES 1. Note: The current owner does NOT qualify for the $20.00 discount pursuant to the coordinated stipulated judgments entered in actions filed by both the Attorney General and private class action plaintiffs, for the herein described Land. 2. If a county recorder, title insurance company, escrow company, real estate broker, real estate agent or association provides a copy of a dedaratbn, governing document or deed to any person, California law requires that the document provided shall include a statement regarding any unlawful restrictions. Said statement is to be in at least 14-point bold face type and may be stamped on the first page of any document provided or included as a cover page attached to the requested document. Should a party to this transaction request a copy of any document reported herein that fits this category, the statement is to be included in the manner described. CLTA Preliminary Report Form - Modified SSCORPD0855.doc/Updated: 12.06.11 Adopted: 1117.2006 Printed: 04.19.12 @ 03:15PM CA—02180.05582O.SPS-1-12-73712002911 Project No. 59207A-SI01 SOIL AND GEOLOGICAL INVESTIGATION FOR THE PROPOSED CARLSBAD TRACT NO. CT 77-2 PLANNED UNIT DEVELOPMENT NO. 8 HOSP GROVE CARLSBAD, CALIFORNIA for Broadmoor Homes, Inc. 3911 Sorrento Valley Boulevard Suite B San Diego, California 92121 S^SDS Srna9210 Woodwarcl-Clycle Consultants 714-224-2911 Telex 697-841 July 19, 1979 Project No. 59207A-SI01 Broadmoor Homes, Inc. 3911 Sorrento Valley Boulevard Suite B San Diego, California 92121 Attention: Mr. James L. Henry SOIL AND GEOLOGICAL INVESTIGATION FOR THE PROPOSED CARLSBAD TRACT NO. CT 77-2 PLANNED UNIT DEVELOPMENT NO. 8 HOSP GROVE CARLSBAD, CALIFORNIA Gentlemen: We are pleased to present the results of our soil and geolog- ical investigation for the subject project. The accompanying report presents our conclusions and recom- mendations pertaining to the subject project, as well as the results of field explorations and laboratory tests. Our geologist assigned to this project is Mr. S. Thomas Freeman. If you have any questions or if we can be of further service, plase call or write at your earliest con- venience . Very truly yours, WOODWARD-CLYDE CONSULTANTS Braven R. Smillie Richard P. While C.E.G. 207 R.E. 21992 BRS/RPW/STF/vm Attachment (4) Consulting Engineers, Geologists and Environmental Scientists Offices in Ottier Principal Cities Project No. 59207A-SI01 Woodward-Clyde Consultants TABLE OF CONTENTS Page SCOPE AND PURPOSE OF INVESTIGATION 1 DESCRIPTION OF PROJECT 2 FIELD AND LABORATORY INVESTIGATIONS 3 SITE, SOIL, AND GEOLOGIC CONDITIONS 4 DISCUSSION, CONCLUSIONS, AND RECOMMENDATIONS 9 GENERAL 20 REFERENCES 22 FIGURE 1 - SITE PLAN AND GEOLOGIC MAP FIGURES 2 THROUGH 11 - LOGS OF TEST TRENCHES APPENDIX A - FIELD INVESTIGATION 23 FIGURE A-1 - KEY TO LOGS FIGURES A-2 THROUGH A-4 - LOGS OF TEST BORINGS APPENDIX B - LABORATORY TESTS FIGURE B-l - GRAIN SIZE DISTRIBUTION CURVES FIGURE B-2 - FILL SUITABILITY TESTS APPENDIX C - SPECIFICATIONS FOR CONTROLLED FILL APPENDIX D - DRAINS IN DRAWS SPECIFICATIONS ATTACHMENT I - WOODWARD-CLYDE & ASSOCIATES' APRIL 13, 1968 LOGS Project No. 59207A-SI01 Woodward-Clyde Consultants SOIL AND GEOLOGICAL INVESTIGATION FOR THE PROPOSED CARLSBAD TRACT NO. CT 77-2 PLANNED UNIT DEVELOPMENT NO. 8 HOSP GROVE CARLSBAD, CALIFORNIA SCOPE AND PURPOSE OF INVESTIGATION This report presents the results of our soil and geological investigation at the site of a proposed residen- tial development. The 43.9-acre site is located in Carlsbad, Calif- ornia. It is bounded on the west by Monroe Street, and on the south by Buena Woods Unit No. 1 subdivision. The purpose of the investigation is to provide conclusions and recommendations regarding subsurface soil and geologic conditions, grading, stability of proposed cut and fill slopes, disposition and treatment of potentially expansive and compressible soils, availability of select fill material, excavation characteristics, suitable types and depths of foundations, and allowable soil bearing pres- sures. In addition, we are presenting conclusions regarding geologic hazards at the site. This investigation updated previous work performed for this site in conjunction with the study of a larger area. Project No. 59207A-SI01 Woodward-Clyde Consultants DESCRIPTION OF PROJECT To aid in our investigation, we have discussed the project with Mr. James L. Henry and Mr. Dennis Shields, of Broadmoor Homes, Inc. We have been provided with the plan entitled "Tentative Map, Carlsbad Tract No. 77-2, Planned Unit Dev. No. 8," prepared by Roy L. Klema Engineering, dated January 27, 1977. We understand that the proposed project will con- sist of grading the site into single and split-level build- ing pads for the construction of multi-family, residential dwelling units, along with access roads, parking areas, bike trails and hiking paths, and park and open-space areas. It is our understanding that the proposed con- struction will be limited to one and two-story, wood-frame structures, supported on continuous footings, having slab- on-grade floors. The available tentative map indicates that cut slopes are proposed having maximum heights of 2 0 feet and maximum slope inclinations of 1-1/2 to 1 (horizontal to vertical); fill slopes are proposed having maximum heights of 15 feet and maximum slope inclinations of 2 to 1. Exca- vation depths up to 15 feet and depth of fill up to 25 feet are indicated. Project No. 59207A-SI01 Woodward-Clyde Consultants FIELD AND LABORATORY INVESTIGATIONS Previous work for this area was done between November 11, 1967 and January 28, 1968, by Woodward-Clyde & Associates. Sixteen 6-inch diameter, continuous-flight auger borings were drilled on the site. The previous boring logs and laboratory test results are detailed in Woodward- Clyde & Associates' report dated April 13, 1968. Data pertinent to the subject site are included as Attachment I. Current field work for the Hosp Grove development was conducted by a project geologist from our firm between July 5 and 13, 1979. This work included making a visual geologic reconnaissance of the existing surface conditions, excavating ten 18-inch wide backhoe trenches, and drilling two 36-inch diameter bucket auger borings. The test trenches were advanced to depths of 5 to 14 feet, and the bucket auger holes from 32 to 57 feet. The test trenches and borings were made at the approximate locations shown on the Site Plan and Geologic Map, Fig. 1. A Key to Logs is pre- sented in Appendix A as Fig. A-1. Logs of trench excava- tions are given on Figs. 2 through 11. Simplified logs of test borings are presented on Figs. A-2 through A-4. The descriptions on the logs of test borings are based on field logs, sample inspection, and laboratory test results. Samples recovered from the trenches and borings were transported to our laboratory for inspection and testing. Results of the laboratory tests are shown in Appendix B as Figs. B-l and B-2. Project No. 59207A-SI01 Woodward-Clyde Consultants SITE, SOIL, AND GEOLOGIC CONDITIONS Site Conditions The site is located in a thick grove of eucalyptus trees, ranging from saplings to 18 inches in size. The site topography is characterized by southwest to westward-sloping ridges and valleys that drain into a northwest-trending canyon at the southwestern to western edge of the site. Natural slopes are generally less than 4 to 1 (horizontal to vertical); however, in the southwestern portion of the site and in the northeastern portion of the central recreational area, the slopes may be as steep as 2 to 1 or even vertical. Elevations range from about 4 0 feet (MSL Datum) at the northwest part of the site in the main drainage, to a high of 212 feet at the western boundary (MSL Datum). Severe erosion along the northwest-trending drain- age has resulted in a steep-sided arroyo, which is 18 to 20 feet deep. The erosion is primarily due to the concentrated discharge from a storm drain into the natural drainage located about 4,800 feet northwest of the present end of Monroe Street. Trash and debris were observed in the bottom of the arroyo and has been covered by large blocks of soil that have caved into the arroyo. An existing sewer line parallels the proposed extension of Monroe Street. Man-made fill has been placed along the southeastern approximately 6,600 feet of the proposed Monroe Street extension. The Project No. 59207A-SI01 Woodward-Clyde Consultants fill was probably placed in conjunction with the construc- tion of the existing sewer line and storm drain. An access road is present along the alignment of the sewer line, and extends eastward along the northern margin of the site. No other man-made structures exist on the site except for end-dumped piles of trash and debris and a dozer trail, which was constructed along the west side of Unit No. 5 for this study. Geologic Setting The Hosp Grove site is underlain by Quaternary age alluvial and formational units and a Tertiary age formation. Exposures are limited to local areas in stream drainages and those uncovered in test pits, borings, and cuts made for trails as part of this study. The majority of the site is covered by a thin veneer (0 to 5 feet) of topsoil and colluvium, which is not a mappable unit. These soils are usually soft or loose, dark gray to brown, silty sands, sandy clays, and clayey sands, v/hich are rich in organic and plant matter (e.g., roots). In some areas, especially near the toe of some slopes, the colluvium may reach a thickness of 10 feet. Quaternary alluvial deposits (Qal) fill the north- west-trending valley and extend into the southeast-draining valleys. These alluvial deposits are generally derived from the surrounding formational units and consist of soft and Project No. 59207A-SI01 Woodward-Clyde Consultants loose to dense, dark gray to reddish brown, silty sands, sandy silts, clayey sands to sandy clays, silty clays, and minor amounts of gravel. The alluvium ranges in depth from a few feet up to at least 2 0 feet. A Quaternary terrace deposit (Qt) of probable Pleistocene age locally overlies the older formational unit at the lower elevations along the main canyon at the south- western to western boundary of the site. These deposits consist of interbeds of silty sands, and sandy silts, and occasional clay layers and gravel beds; they are limited in extent. The unit is commonly crossbedded with channel fill structures and thin laminations. Tv70 previously mapped formational units are exposed on the site: the Pleistocene age Lindavista Formation (Qln) and an Eocene sandstone formation of the La Jolla Group that has also been mapped by Wilson (1972) as the Santiago Forma- tion (Ts) . The Pleistocene age Lindavista Formation lies beneath the eastern portion of the site, and is best exposed in the amphitheater of "badland" topography found in the central recreational area. The formation is composed pri- marily of silty sand, clayey sands, and sandy clays. It is massive and lacks any v/ell-defined bedding, except for an occasional pebble layer. Iron oxide gives this formation its reddish brown color, and acts somewhat as a cementing Project No. 59207A-SI01 Woodward-Clyde Consultants agent. The Lindavista formation has a cemented hardpan that will be difficult to rip except by heavy equipment. The unconformable contact betvreen the Lindavista formation and the underlying Tertiary formation is irregular and varies from nearly horizontal to a gentle southward dip. The Tertiary sandstone formation is also best exposed in the amphitheater of "badland" topography in the central recreational area; it is also exposed locally in the arroyo walls of the northwest-trending valley. The forma- tion is primarily a massive white to light yellowish gray, silty, clayey, fine to coarse sandstone and sandy claystone. Locally, olive gray claystone interbeds occur. The forma- tion erodes easily, as evidenced by the development of "badland" topography. Bedding attitudes within this unit are noted to vary considerably. In Test Boring 1, the beds have a dip 17 degrees to the east. Wilson's (1972) mapping in the area indicates bedding attitudes within the Santiago formation have dips that range from horizontal to 13 degrees toward the north, west, and south. The groundwater beneath the site is largely con- fined to the alluvial filled valleys. Depth of groundwater, as encountered in the test borings on the site, varies from 27 to 54 feet below the surface at the time of boring. Water was also noted to be flowing from the storm drain into the deep arroyo; it eventually disappeared into the subsurface, Project No. 59207A-SI01 Woodward-Clyde Consultants Potential Geologic Hazards A fault has been identified crossing the north- western corner of the site. As exposed in the northwest- trending arroyo on Lots 119 and 120, the fault displaces the base of the Santiago white sandstone more than 10 feet. As exposed in the arroyo and cut road above, the capping Pleis- tocene terrace deposit has also been offset by a few inches. A significant amount of strike-slip component of displace- ment is indicated by oblique slickenside stria and discordi- nances in the vertical displacement of various stratigraphic horizons. The total inferred length of this fault, based on this study and the work of others (Hannan in Ross and Dowlen, 1975), is about 3/4 mile. The fault has a similar trend to other faults mapped in the Carlsbad-Oceanside area (Hannan in Ross and Dowlen, 1975). During the review of aerial photographs for the site, a lineament was observed passing through Lots 47 through 52 having a trend similar to the previously mapped fault. Test Trench 1 was placed across the most prominent break in slope along the lineament. No evidence of faulting was uncovered in the Lindavista formation and underlying Tertiary sandstone exposed in the test trench. During the geologic reconnaissance in the area of Lots 115 through 120, what appeared to be sliding of the surface soils was identified. This sliding was further Project No. 59207A-SI01 Woodward-Clyde Consultants studied by constructing an access trail and drilling large- diameter borings. The sliding has been subsequently identi- fied as mass slumping (a landslide) within the terrace deposits. The plane upon which the failure has occurred is exposed in a cut slope of the access trail, and consists of a 6-inch to 1-foot thick, soft, moist, gray, clay layer. Above this slide plane, several thin clay beds and sand beds exhibit irregular dips, both into and out of the slope, indicating the slide mass is highly disturbed at this loca- tion. The slide plane appears to cross the location of the lots at the approximate elevations of 85 to 95 feet (MSL Datum). Below these elevations, no evidence of any deeper slide planes was found in Test Boring 2. DISCUSSION, CONCLUSIONS, AND RECOMMENDATIONS The discussion, conclusions, and recommendations presented in this report are based on the results of our recent field studies, previous field and laboratory studies, experience, and professional judgment. Potential Geologic Hazards Faulting and Ground Breakage - The fault identi- fied in the natural erosional exposure (see Fig. 1) is shown to offset a Pleistocene age terrace material, which has not been assigned a relative age in the Carlsbad area; however, the field investigation does indicate that the fault does Project No. 59207A-SI01 Woodward-Clyde Consultants not displace the residual soil/colluvium present at the fault exposure. Previous dating of residual soil in the Carlsbad area suggests that these materials are on the order of several thousands of years old. Based on previous studies of faults in the Carls- bad area and considering the fault conditions at the site, it is our opinion that the fault should not be a constraint to development of the site. The Carlsbad area has historically had a rela- tively low level of seismic activity v/hen compared with other areas of southern California; however, ground shaking in the area can be expected from earthquakes generated on faults outside of the area. The fault closest to the site that has historically generated earthquakes greater than magnitude 4 is the Elsinore fault, located about 23 miles east of the site. The major faulting closest to the site is within the offshore zone of deformation located about 4 miles offshore from Carlsbad. Ground shaking during earth- quakes generated from these distant faults is not antici- pated to have any greater effect on this site than any other site in the Carlsbad area. Liquefaction - Soil and groundv/ater conditions within the site indicate that the potential for liquefaction is very low. The alluvial soils on the site are the most susceptible to liquefaction, consequently the recommendation 10 Project No. 59207A-SI01 Woodward-Clyde Consultants in the "Grading" section of this report to excavate and recompact these soils serves to reduce the liquefaction potential. Landslides - A landslide area has been identified on the site and is shown on the Site Plan and Geology Map, Fig. 1. The location of the landslide is based on the field exploration and inspection of the existing natural slope. The landslide area appears as several hummocky mounds and has surface relief that suggests it is shallow. Any grading in the area of the landslide could lead to a potentially unstable condition. Such a condition would require the construction of a buttress or other stabil- izing measure, depending on the extent and location of excavation. In this regard, existing topographic maps may be in error; that is, the landslide may be more prominent in the field than that indicated by maps. It is our understand- ing that a new topographic map will be prepared. Analysis of the landslide should not be done before this is available. We recommend that any proposed excavation in the landslide area be analyzed after new topographic maps and grading plans are developed. Groundwater - Based on our studies and experience in the area, WB do not believe a shallow groundv/ater table exists on the site; however, seasonal groundwater in the alluvial areas and perched v/ater in the formational materials 11 Project No. 59207A-SI01 Woodward-Clyde Consultants are expected and may be encountered during grading. It has been our experience that the probability of water seepage occurring in cut slopes in the Tertiary age formations is generally low; however, to help evaluate the potential for seepage, we recommend that all cut slopes be inspected by an engineering geologist during grading. In the event that seepage is encountered during grading or appears likely following construction, recommendations for the control of seepage in cut slopes can be made at that time. We recommend that positive measures be taken to properly finish grade each lot after the residential struc- tures and other improvements are in place, so that drainage waters from the lots and adjacent properties are directed off the lots and away from foundations, floor slabs, and slope tops. Even with these provisions, experience has shovm that a shallov/ or near-surface groundwater condition can and may develop in areas where no groundwater existed prior to site development; this is particularly true in residential developments v/here a substantial increase in surface water infiltration results from landscape irrigation or heavy rainfall. Soil Characteristics The following is a discussion of the anticipated soil characteristics at the site. 12 Project No. 59207A-SI01 Slopes Woodward-Clyde Consultants Existing Fill - Fill, to an unknown depth, is present along a portion of the canyon bottom in the southwest corner of the site. Records indi- cate that the fill was placed in conjunction with installation of the existing sewer line. Existing compacted fill also exists in the tennis court area. Compaction records are on file for these fills, and will be issued with the final report of grading. Compressible Soils, such as porous alluvium, slopewash, and topsoils, range in depth from 0 to approximately 7 feet. The average depth of com- pressible soil in the main drainage bottom is estimated to be on the order of 4 feet; however, depths may extend to 10 feet. Block falls of material are present within the arroyo, and are considered compressible. Volumes of this material will vary, depending on the height of the arroyo where the falls occurred. Potential Expansive Soils - Residual clays typic- ally occur along daylight lines; that is, areas of shallow cuts and fills. Slightly to moderately expansive soils are anticipated to occur locally at or near finish grade elevations in deeper cut areas. Finish Grade Soils are anticipated to range from nonexpansive to moderately expansive (swells from 0 to 6 percent under a surcharge load of 160 psf), and will be generated from the formational mate- rials on the site. For the proposed cut and fill slopes, we have performed stability analyses by the Janbu method. The results of our analyses indicate that the slopes have calcu- lated factors of safety in excess of 1.5 for static condi- tions. Stability analyses require the use of parameters selected from a range of possible values; thus, there is a 13 Project No. 59207A-SI01 Woodward-Clyde Consultants finite possibility that slopes having calculated factors of safety, as indicated above, could become unstable. It is our opinion that the probability of slopes becoming unstable is low, and it is our professional judgment that the slopes can be constructed as proposed. The landslide area appears stable in its natural state; however, proposed cutting of the slope near the toe of the slide area will decrease this natural stability. Stability analyses will be performed, and design recommenda- tions for stabilizing the slide mass will be presented in an addendum report when grading plans indicating the actual topography of the slopes are available. Grading The following are our recommendations for ground preparation and earthwork and are presented in an order corresponding to the sequence of general grading operations. Plan Review - Grading plans should be reviewed by our firm prior to finalization to verify that they express the intent of our recommendations. Grading Specifications - All grading should be done in accordance with the attached Specifications for Controlled Fill (Appendix C). All grading should be ob- served by and compacted fills tested by our firm. Preconstruction Conference - A preconstruction conference should be held at the site with the owner. 14 Project No. 59207A-SI01 Woodward-Clyde Consultants developer, design engineer, grading contractor, and soil engineer in attendance. Special handling of soils or antici- pated grading difficulties, can be discussed at that time. Clearing and Grubbing - All tree stumps and root systems should be completely removed from the ground and disposed of off the site. The resulting cavities left by stump and root removal should be filled with properly com- pacted soils prior to the placement of new fill or the construction of buildings. Compressible Soils - All potentially compressible soils, such as porous alluvium and block fall material in the canyon bottoms, slopeswash soils, and topsoils, should be excavated and compacted prior to the placement of new fill or the construction of buildings. The approximate limits of alluvium are indicated on Fig. 1. The maximum depths are anticipated to be on the order of 10 feet; depths are expected to vary and should be verified by the soil engineer or his representative during grading operations. Canyon Subdrains - We recommend that canyon sub- drains be installed in the major north-trending canyon in accordance with the attached Subdrains in Draws Specifica- tions (Appendix D). Expansive Soils - Moderately to highly expansive soils that occur within 2 feet of finish grade elevation in areas of shallow cut and fill or in deeper cut areas should 15 Project No. 59207A-SI01 Woodward-Clyde Consultants be excavated and replaced over the entire pad area with finish grade soils that have a potential expansion of no greater than 6 percent, as previously defined. Similarly, the upper 2 feet of fill on all fill lots should consist of finish grade soils. Finish grade soils should be placed and properly compacted at moisture contents between 3 to 4 percent over the optimum moisture content. This moisture should be maintained until concrete has been placed. Depend- ing on construction schedules, periodic v^etting of pads may be required; if pads dry out, presaturation will be required. Moisture content tests should be taken (the day before placement of concrete) to verify the proper moisture content. Moderately to highly expansive soils may be placed and properly compacted in the deeper portions of fills. Foundations We recommend that foundations for one and two- story, multi-family, residential buildings supported on continuous footings, and having slab-on-grade floors can be designed for an allowable bearing pressure of 2,000 psf (dead plus live loads) at a depth of 12 inches below rough or compacted lot grade. Foundations should have a minimum width of 12 inches. The bearing pressure can be increased by one-third for loads that include wind or seismic forces. We recommend that all continuous footings at this site be reinforced top and bottom with No. 4 reinforcing 16 Project No. 59207A-SI01 Woodward-Clyde Consultants bars, and that the concrete slabon-grade floors be rein- forced v^ith a 6x6 10/10 welded wire mesh placed at the midpoint of the slab. To reduce the possibility of soil moisture migrating upward through the concrete floor slab and living areas, we recommend that a 10-mil plastic mem- brane, lopped at least 6 inches at all joints and edges, be placed over the soil subgrade. The membrane should be covered v/ith 4 inches of moistened sand to protect it against puncturing and to assist in curing the concrete. Excessive watering or ponding of water in the sand should be avoided. Rough or Compacted Grade 12" • Miriimum \ 4" min. concrete slab with 6x6 10/10 wv^' me.sh (Flat sheets) Minimum ^' ^ '> •. 4"/ min'. ;'crushe'd' rqck •'or' gravel "(T-.* • '.- •",»_' '^2" min. sand with plastic membrane #4 Bars, ton and bottom 17 Project No. 59207A-SI01 Woodward-Clyde Consultants These recommendations are intended to reduce the effects of heaving and not to prevent heaving. Foundations placed on expansive soils should be expected to heave. Wall Pressures Unrestrained retaining walls (those not restrained from movement at the top), that have natural sloping ground surfaces of 2 to 1 (horizontal to vertical), can be designed for an active equivalent fluid pressure of 60 pcf. Unre- strained V7alls having level backfill surfaces can be design- ed for an active equivalent fluid pressure of 40 pcf. In order to resist lateral forces, friction between the bottom of the footing and underlying soil may be used. We recom- mend a friction factor of 0.4. If passive pressures are desired, we recommend a passive equivalent fluid pressure of 300 pcf. The top 12 inches should not be used in passive calculation unless this area is covered by a flood slab or pavement section. For our calculations, we assumed native soils would be used as compacted backfill, and wall heights would be 10 feet or less. Drainage should be provided to prevent excessive buildup of hydrostatic pressures behind walls. Pavements For the preliminary design of pavements, we have used the following assumptions: 18 Project No. 59207A-SI01 Woodward-Clyde Consultants Subgrade R-values: Subgrade material: Base R-values: Base material: Access Roads TI: Parking area TI: 15 to 25 compacted native soils 78 minimum Case 2 aggregate (State specs) 5.0 4.5 The following table presents our pavement section recommendations: PAVEMENT USE TI AC THICKNESS Base PCC R=15 R=25 R=15 R=25 Driveway Parking Dumpster Apron 5.0 4.5 5.0 3" 3" 3" 3" 8" 635" 635" 5" 6" 6" We also recommend that the subgrade be scarified to a depth of 6 inches, watered as required, and compacted to a minimum of 95 percent of maximum laboratory density, as determined in accordance with ASTM Test Method No. D1557-70, prior to placement of base material. Whenever loose mate- rials are encountered to greater depths, they should be removed and recompacted. We recommend that Class II aggre- gate base conform to the State of California Standard Spec- ifications (January, 1978), Section 26. The asphalt should also conform to state specifications Section 39-2.01 for the asphalt, and Section 39-2.02 for the aggregate. The 19 Project No. 59207A-SI01 Woodward-Clyde Consultants foregoing subgrade R-values are preliminary and should be confirmed by performing R-value tests when access road and parking area subgrade soils become evident. V7e can present revised pavement sections in an addendum report, if necessary, GENERAL The recommendations made in this report are based on the assumption that the rock and soil conditions do not deviate appreciably from those found in the test borings and excavations. The recommendations are made for specific site development; if changes are anticipated or if any variations or undesirable conditions are encountered during construc- tion, the geotechnical consultant should be consulted for further recommendations. We recommend that the geotechnical consultant review the foundation and grading plans to verify that the intent of the recommendations presented herein has been properly interpreted and incorporated into the contract documents. The geotechnical consultant should also observe the site grading and the foundation excavations to verify that the soil and rock conditions used as a basis for design are appropriate. This firm does not practice or consult in the field of safety engineering. V7e do not direct the contrac- tor's operations and cannot be responsible for the safety of 20 Project No. 59207A-SI01 Woodward-Clyde Consultants other than our own personnel on the site; therefore, the safety of others is the responsibility of the contractor. The contractor should notify the ovmer if he considers any of the recommended actions presented in this report to be unsafe. Professional judgments represented in this report are based partly on evaluations of the technical information gathered, partly on our understanding of the proposed con- struction, and partly on our general experience in the geo- technical field. Our engineering work and judgments ren- dered meet the standard of care of our profession at this time. We do not guarantee the performance of the project in any respect. 21 Project No. 59207A-SI01 Woodward-Clyde Consultants REFERENCES F. Beach Leighton, 1967, Geologic Report for Hosp Grove Planning Study Phase II, unpublished report. Ross, A., and R.V. Dowlen, eds., 1975, Studies on the Geol- ogy of Camp Pendleton and Western San Diego County, Calif- ornia: San Diego Association of Geologists, San Luis Rey Quadrangle Map. Wilson, K.L., 1972, Geologic Map of a Portion of the San Luis Rey Quadrangle, San Diego County, California, unpub- lished Master's Thesis. Woodward-Clyde & Associates, 1968, Soil Investigation for the Proposed Hosp Grove Development, Carlsbad, California, report for Kamar Construction Company, unpublished. 22 Loose, dry, dark gray to black silty fine to medium sand (SM) with some clay and abundant roots Very dense, dry, reddish brown silty fine to medium sand (SM) massive with a few scattered small pebbles LINDAVISTA FORMATION GRAPHIC SCALE (Feet) 10 TEST TRENCH 3 For Legend, See Figure 2. LOG OF TEST TRENCH 3 HOSP GROVE - BROADMOOR DRAWN BY: mrk | CHECKED BY: ^r/^ | PROJECT NO: 59207A-SI01 | DATE: 7-13-79 } FIGURE NO: 4 WOOOWARD-CLYOE CONSULTANTS Loose, dry, light brown fine to coarse sand (SW) with a 2" black clayey sand (organic?) layer 2" below surface Loose to medium dense, dry to damp, dark brown silty fine to medium sand (SM) Medium dense to dense, damp, dark brown clayey fine to medium sand (SC) Medium dense to dense, damp to moist, brown silty fine to medium sand (SM) TEST TRENCH 4 GRAPHIC SCALE (Feet) 10 For Legend, See Figure 2. LOG OF TEST TRENCH 4 HOSP GROVE - BROADMOOR DRAWN BY: mrk | CHECKED BY: Srf^\ PROJECT NO: 59207A-SI01 j DATE: 7-13-79 1 FIGURE NO: 5 WOODWARD-CLYDE CONSULTANTS Loose to medium dense, dry, brown silty fine to medium sand (SM) with roots Very dense, damp, red brown clayey sand to sandy clay (SC-CL) Massive possible slight ironoxide cement LINDAVISTA FORMATION GRAPHIC SCALE (Feet) 10 TEST TRENCH 5 For Legend, See Figure 2. LOG OF TEST TRENCH 5 HOSP GROVE - BROADMOOR DRAWNBY:mrk | CHECKED BY: .yr/^ | PROJECT NO: 59207A-SI01 jpATE: 7-13-79 | FIGURE NO: WOODWARD-CLYDE CONSULTANTS Medium dense to dense, dry, brown clayey sand and sandy clay (SC-CL) with roots Very dense, damp, reddish brown clayey fine to medium sand (SC) with occasional pebbles up to 2" in size, massive LINDAVISTA FORMATION TEST TRENCH 6 GRAPHIC SCALE (Feet) 10 For Legend, See Figure 2, LOG OF TEST TRENCH 6 HOSP GROVE - BROADMOOR DRAWN BY: mrk | CHECKED BY: PROJECT NO: 59207A-SI01 | DATE: 7-13-79 | FIGURE NO: 7 WOODWARD-CLYDE CONSULTANTS Loose, dry, dark gray to black silty clayey fine to medium sand (SM-SC with roots Dense, damp, dark gray sandy clay (CD - Dense to very dense, damp, brown clayey sand (SC) Very dense, damp, brown to reddish brown clayey sand (SC) TEST TRENCH 7 GRAPHIC SCALE (Feet) "L 10 For Legend, See Figure 2. LOG OF TEST TRENCH 7 HOSP GROVE - BROADMOOR DRAWNBY: mrk | CHECKED BY: JT^ | PROJECT NO: 59207A-SI01 joATE: 7-13-79 | FIGURE NO: WOODWARD-CLYDE CONSULTANTS Soft to stiff, damp, grayish brown sandy clay (CH-CL) Upper 1-2' contain roots, lower 1' mixture of gray-brown sandy clay and light yellowish white silty sand Dense, dry to damp, light yellowish white silty sand to clayey sand (SM-SC) Massive TERTIARY SANDSTONE TEST TRENCH 8 GRAPHIC SCALE (Feet) 1 10 For Legend, See Figure 2. LOG OF TEST TRENCH 8 HOSP GROVE - BROADMOOR DRAWNBY: mrk \ CHECKED BY:-T/y | PROJECT NO: 59207A-SI01 DATE: 7-13-79 FIGURE NO: WOODWARD-CLYDE CONSULTANTS Loose to medium dense, damp, light brown fine to coarse sand (SP) with occasional 1" pebbles, some bedding and faint cross bedding parallel with slope, contains roots- Dense to very dense, damp to moist, reddish brown silty clayey sand (SM-SC) Massive TEST TRENCH 9 GRAPHIC SCALE (Feet) 10 For Legend, See Figure 2, LOG OF TEST TRENCH 9 HOSP GROVE - BROADMOOR DRAWNBY: mrk | CHECKED BY: .^r^ | PROJECT NO: 59207A-SI01 joATE: 7-13-79 j FIGURE NO: 10 WOODWARD-CLYDE CONSULTANTS Soft, damp, brown sandy clay (CL) TOPSOIL Very dense, damp, white fine to medium sandy clay to clayey sand (CL-SC) blocky with weathered block surfaces and abundant roots Very dense, damp, white fine to medium sandy clay to clayey sand (CL-SC), massive, friable TERTIARY SANDSTONE TEST TRENCH 10 GRAPHIC SCALE (Feet) 10 For Legend, See Figure 2. LOG OF TEST TRENCH 10 HOSP GROVE - BROADMOOR DRAWNBY: mrk | CHECKED BY: 5r/^ | PROJECT NO: 59207A-SI01 jpATE: 7-13-79 | FIGURE NO: IT WOODWARD-CLYDE CONSULTANTS Project No. 59207A-SI01 Woodward-Clyde Consultants APPENDIX A FIELD INVESTIGATION Two exploratory test borings were drilled at the approximate locations shown on the Site Plan and Geologic Map, Fig. 1. The drilling was performed under the direction of our firm on July 11, 1979, using a 36-inch diameter, continuous-flight Watson 55 power auger. In addition, ten test trenches were excavated by a 24-inch wide, tractor- mounted backhoe also at the locations shown on Fig. 1. Samples of the subsurface materials were obtained and carefully sealed to preserve the natural moisture con- tent of the sample. The sample was then returned to the laboratory for examination and testing. The location and elevation of the ground surface at each test boring location was estimated by reference to available topographic maps. 23 Location Boring Number Elevation DEPTH IN FEET TEST DATA *MC •DO •BC •OTHER TESTS SAMPLE NUMBER SOIL DESCRIPTION - 12 110 65 1 Very dense, damp, brown silty sand (SM) WATER LEVEL - At time of drilling or as indicated. SOIL CLASSIFICATION Soil Classifications are based on ttie Unified Soil Classification System and include color, moisture and consistency. Field descriptions have been modified to reflect results of laboratory analyses wfiere appropriate. DISTURBED SAMPLE LOCATION Obtained by collecting the auger cuttings in a plastic or cloth bag. DRIVE SAMPLE LOCATION MODIFIED CALIFORNIA SAMPLER Sample with recorded blows per foot was obtained with a Modified California drive sampler (2" inside diameter, 2.5" outside diameter) lined with sample tubes. The sampler was driven into the soil at the bottom of the hole with a 140 pound hammer falling 30 inches. DS - Direct Shear Test TX — Triaxial Compression Test INDICATES SAMPLE TESTED FOR OTHER PROPERTIES GS — Grain Size Distribution CT — Consolidation Test LC — Laboratory Compaction UCS — Unconfined Compression Test Test PI — Atterberg Limits Test ST - Loaded Swell Test cc — Confined Compression Test NOTE: In this column the results of these tests may t)e recorded where applicable. BLOW COUNT Number of blows needed to advance sampler one foot or as indicated. DRY DENSITY Pounds per Cubic Foot MOISTURE CONTENT Percent of Dry Weight NOTES ON FIELD INVESTIGATION 1. REFUSAL indicates the Inability to extend excavation, practically, with equipmant being uced in the investigation. KEY TO LOGS HOSP GROVE-BROADMOOR DRAWNBY: MRKj CHECKED BY: STlj PROJECT NO: 59207A-SI01 DATE: 7-13-79 J FIGURE NO: A-1 WOODWARD-CLYDE CONSULTANTS Boring 1 Approximate El. 86' DEPTH IN FEET TEST DATA MC *DD *BC 'OTHER TESTS SAMPLE NUMBER SOIL DESCRIPTION 5 - 10 15 _ 20 25 30 - 35 _ 1-1 1-2 40 "For description of symbols, see Figure A—1 I Very dense, damp, white to light yellowish white coarse to fine clayey sand to sandy clay (SC-CL) TERTIARY SANDSTONE Root along possible joint with iron oxide stain - Attitude 65' N50E Roots - Attitude 40° N50E Very dense, damp to moist, light rusty yellow silty fine to coarse sand to clayey sand (SM-SC)- Attitude 15° S45E TERTIARY SANDSTONE Hard, damp, olive gray sandy clayey silt to silty clay (ML-CL) - irregular contact, approximate attitude 17° N85E , pos.oible interbed in TERTIARY SANDSTONE Bottom of Hole LOG OF TEST BORING 1 HOSP GROVE - BROADMOOR DRAWN BY: mrk CHECKED BY: i^;-/^ PROJECT NO: 59207A-SI01 DATE: 7-13-79 FIGURE NO: A-2 WOODWARD-CLYDE CONSULTANTS Boring 2 Approximate El. 95' DEPTH IN FEET TEST DATA *MC •DD *BC •OTHER TESTS SAMPLE NUMBER SOI L DESCRIPTION 2-1 10 15 20 25 30 2-2 2-3 2-4 Soft, damp, brownish gray to olive gray silty clay (CL) TERRACE DEPOSITS Soft to medium stiff, damp, light olive to rusty brown fine sandy silt (ML) with lenses of fine sand - Attitude 4° TERRACE DEPOSITS Stiff, damp, light brownish gray fine sandy silt (ML) with clay •TERRACE DEPOSITS Very dense, damp, light olive gray fine sandy silt to silty sand (ML-SM) mottled with rust color TERRACE DEPOSITS Very stiff, light olive gray silty clay (CL) with fine sand TERRACE DEPOSITS Stiff, damp, gray mottled with rust color clay (CL-CH) TERRACE DEPOSITS Stiff to very stiff, olive gray fine sandy silt (ML) - Attitude 0-7° S65W TERRACE DEPOSITS Dense, damp, light gray fine to coarse sand (SP) - Attitude 0-2° S15E TERRACE DEPOSITS Stiff to very stiff, olive gray fine sandy silt (ML) TERRACE DEPOSITS Dense, damp, gray fine to coarse sand (SP) with small pebbles and qravel - Attitude 5° N20W TERRACE DEPOSITS Very dense, dry to damp, white silty fine to coarse sand (SP)^^^^^^ DEPOSITS Very dense, damp, light yellowish gray silty fine sand to sandy silt (SM-ML) with lenses and pockets of fine to medium silty sand, fine sand and silt - Attitude 3-9° S60W - dip in part due to channeling TERRACE DEPOSITS 1 Very stiff. damp, brown fine sandy silt (ML) TERRACE DEPOSITS 1 Very dense, damp, light gray silty fine 1 sand (SM) 1 TERRACE DEPOSITS CONTINUED ON NEXT PAGE *For description of symbols, see Figure A—1 LOG OF TEST BORING 2 HOSP GROVE - BROADMOOR Df^AWNBY: mrk j CHECKED BY: J 77=^} PROJECT NO: 592Q7A-SI0l| DATE: 7-13-79 FIGURE NO: A-3 WOODWARD-CLYDE CONSULTANTS Boring 2 (Con't) DEPTH IN FEET TEST DATA »MC •DD •BC •OTHER TESTS SAMPLE NUMBER SOIL DESCRIPTION 2-5 35 V 40 45 - 2-6 2-7 50 - 55 1 V Very stiff, damp, light gray fine sandy silt (ML) TERRACE DEPOSITS Very dense, damp, silty fine sand (SM) TERRACE DEPOSITS Very dense, damp, light gray fine to coarse sand (SP) Abundant rust colored streaks - Attitude approximately 3° S60W TERRACE DEPOSITS •Silty - 1" gray silty clay bed Very dense, damp, light yellow brown, brown to rusty brown fine sandy silt and silty fine sand (ML-SM) TERRACE DEPOSITS Medium to coarse Very stiff to stiff, moist, light olive gray mottled with rust color fine sandy silt (ML) - Attitude 4° S60W - dip in part due to channeling ^ TERRACE DEPOSITS Dense to very dense, moist, light gray to rust color fine to medium sand (SP) - •=• Attitude 35' S60W - may be channel feature TERRACE DEPOSITS V Not logged Material cave in Bottom of Hole 60 65 _ 'Fnr description ot symbols, see Figure A—1 LOG OF TEST BORING 2 (Con HOSP GROVE - BROADMOOR 't) DRAWN BY: mrk CHECKED BY: JT/P PROJECT NO: 59207A-SI01 DATE: 7-13-79 1 FIGURE NO: A-4 WOODWARD-CLYDE CONSULTANTS Project No. 59207A-SI01 Woodward-Clyde Consultants APPENDIX B LABORATORY TESTS The materials observed in our test borings were visually classified and evaluated with respect to swelling characteristics. The classifications were substantiated by grain size analyses and determination of plasticity char- acteristics of representative samples of the soils. Fill suitability tests, including compaction tests and expans- ibility characteristics tests, were performed on samples of the probable fill soils. Swelling characteristics were estimated by per- forming loaded swell tests on undisturbed and compacted samples. The grain size distribution curves are shown on Fig. B-l. The fill suitability tests, including the loaded swell tests, are reported on Fig. B-2. 24 COBBLES GRAVEL SILT and CLAY COBBLES Coarse Fi ne Coarse Med i um Fine SILT and CLAY Mesh Opening - Ins Sieve Sizes Hyd rometer Analysi s 3 I ICQ 90 80 70 ° 60 50 40 30 20 10 7 6 3 2 In 2 10 16 20 SOW 60 80 110 200 \\ \ \^ \ \ \ \ 1 \ \ \\ \ \ I v \ \ \ 4 4-5-2 V--\ 5-2 •\ \ A \ \\ \ \ V v Vv V > 7-1 7-1 -.0-- -] .0-1 >""xJ ' ^ — — 1 1 1 1 1 1 100 5 0 lOoO 5oO loO O.i 0.05 0.01 0 GRAIN SIZE IN MILLIMETERS .005 0.00 20 30 40 50 60 70 80 90 100 SAMPLE CLASSIFICATION AND SYMBOL *LL *PI 5-2 Clayey sand (SC) 28 13 7- 1 Clayey sand (SC) 33 18 10-1 Clayey sand (SC) 36 19 10-1 *LL - Liquid Limit *PI - Plasticity index GRAIN SIZE DISTRIBUTION CURVES ffOSP GROVE - BROADMOOR DRAWNBY: mrk j CHECKED BY: PROJECT NO: 59207A-SI01 ~DATE: 7-I3-79 | FIGURE NO: B-1 WOODWARD-CLYDE CONSULTANTS __ PLASTICITY CHARACTERISTICS Liquid LiiTiit, ':'a Plasticity Index, % Classification by Unified Soil Classification System 150 ZERO AIR VOIDS CURVES -2.80 SG 2.70 SG 2.60 SG 2.50 SG COBBLES GRAVEL SAND SILT 4 CLAY COBBLES c f c m f SILT 4 CLAY 100 i 80 c/5 CO < 60 H LH 40 O cn LU CL 20 J-LL -Li, ILL 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS DIRECT SHEAR TEST DATA Dry Density, pcf Initial Water Content, % Final Water Content, % Apparent Cohesion, psf Apparent Friction Angle, degrees SWELL TEST DATA Bl-2 T2-1 Initial Dry Density, pcf 113 111 Initial Water Content, % 9 12 Final Dry Density, pcf 113 111 Final Water Content, % 14 18 Load, psf 160 160 Swell, percent 0 0 10 20 30 LABORATORY COMPACTION TEST LABORATORY COMPACTION TEST METHOD: ASTM-D 1557-70 FILL SUITABILITY TESTS [lOSP GROVE - BROADMOOR DRAWN BY: sh CHECKED BY: PROJECT NO: 59207A-SI01 DATE: 7-16-79 FIGURE NO: B-2 lunnnuUADn oi vnc pnuciii TAUTC APPENDIX C SPECIFICATIONS FOR CONTROLLED FILL I. GENERAL These specifications cover preparation of existing surfaces to receive fills, the type of soil suitable for use in fills, the control of compaction, and the methods of testing compacted fills. It shall be the contractor's responsibility to place, spread, water, and compact the fill in strict accordance with these specifications. A soil engineer shall be the owner's representative to inspect the construction of fills. Excavation and the placing of fill shall be under the direct inspection of the soil engineer, and he shall give written notice of conformance with the specifications upon completion of grading. Deviations from these specifica- tions will be permitted only upon written authorization from the soil engineer. A soil investigation has been made for this project; any recommendations made in the report of the soil investigation or subsequent reports shall become an addendum to these specifications. II. SCOPE The placement of controlled fill by the contractor shall include all clearing and grubbing, removal of existing unsatisfactory material, preparation of the areas to be filled, spreading and compaction of fill in the areas to be filled, and all other work necessary to complete the grading of the filled areas. III. MATERIALS 1. Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of the soil engineer, is suitable for use in constructing fills. The material shall contain no rocks or hard lumps greater than 6 inches in size and shall contain at least 40% of material smaller than 1/4 inch in size. No material of a perishable, spongy, or otherwise improper nature shall be used in filling. 2. Material placed within 24 inches of rough grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 6% when compacted as hereinafter specified for compacted fill and soaked under an axial pressure of 160 psf. 3. Representative samples of material to be used for fill shall be tested in the laboratory by the soil engineer in order to determine the maximum density, optimum moisture content, and classification of the soil. In addition, the soil engineer shall determine the approximate bearing value of a recompacted, saturated sample by direct shear tests or other tests applicable to the particular soil. 4. During grading operations, soil types other than those analyzed in the report of the soil investigation may be encountered by the contractor. The soil engineer shall be consulted to determine the suitability of these soils. IV. COMPACTED FILLS 1. General (a) Unless otherwise specified, fill material shall be compacted by the contractor while at a moisture content near the optimum moisture content and to a density that is not less than 90% of the maximum dry density determined in accordance with ASTM Test No. D1557-70, or other density test methods that will obtain equivalent results. (b) Potentially expansive soils may be used in fills below a depth of 24 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material. 2. Clearing and Preparing Areas to be Filled (a) All trees, brush, grass, and other objectionable material shall be collected, piled, and burned or otherwise disposed of by the contractor so as to leave the areas that have been cleared with a neat and finished appearance free from un- sightly debris. (b) All vegetable matter and objectionable material shall be removed by the contractor from the surface upon which the fill is to be placed, and any loose or porous soils shall be removed or compacted to the depth shown on the plans. The surface shall then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equip- ment to be used. (c) Where fills are constructed on hillsides or slopes, the slope of the original ground on which the fill is to be placed shall be stepped or keyed by the contractor as shown on the figure on Page 4 of these specifications. The steps shall extend completely through the soil mantle and into the underlying formational materials. (d) After the foundation for the fill has been cleared, plowed, or scarified, it shall be disced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content, and compacted as specified for fill. 3. Placing, Spreading, and Compaction of Fill Material (a) The fill material shall be placed by the contractor in layers that, when compacted, shall not exceed 6 inches. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to obtain uniformity of material in each layer. (b) When the moisture content of the fill material is below that specified by the soil engineer, water shall be added by the contractor until the moisture content is as specified. (c) When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is as specified, (d) After each layer has been placed, mixed, and spread eve.nly, it shall be thoroughly compacted by the contractor to the specified density. Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of acceptable com- pacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area, and the equipment shall make sufficient trips to insure that the desired density has been obtained throughout the entire fill. (e) The surface of fill slopes shall be compacted and there shall be no excess loose soil on the slopes. V. INSPECTION 1. Observation and compaction tests shall be made by the soil engineer during the filling and compacting operations so that he can state his opinion that the fill was con- structed in accordance with the specifications. 2. The soil engineer shall make field density tests in accordance with ASTM Test No. D 1556-64. Density tests shall be made in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer or portion shall be reworked until the specified density has been obtained. VI, PROTECTION OF WORK 1. During construction the contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He shall control surface water to avoid damage to adjoining properties or to finished work on the site. The contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. 2. After completion of grading and when the soil engineer has finished his observation of the work, no further excava- tion or filling shall be done except under the observation of the soil engineer. Strip as specified Original grotmd Slope ratio = N M Slope to be such that sloughing / or sliding does not occur Remove all topsoil NOTES; Varies L B 1 —v> See note See note The minimum width "B" of key shall be 2 feet wider than the compaction equipment, and not less than 10 feet. The outside edge of bottom key shall be below topsoil or loose surface material. Keys are required where the natural slope is steeper than 6 horizontal to 1 vertical, or where specified by the soil engineer. APPENDIX D SPECIFICATIONS FOR SUBSURFACE DRAINS I. DESCRIPTION Subsurface drains consisting of perforated corrugated metal pipt-- shall be installed as shown on the plans in accordance with these specifications, unless otherwise specified by the engineer. II MANUFACTURE Subsurface drains shall be manufactured in accordance with the followin'^ requirements. Perforated corrugated metal pipe and clay tile shall conform tc AASHO Designation M136 and ASTM Designation C4, respectively. III. FILTER MATERIAL Filter material for use in backfilling trenches around and over drains shall consist of clean coarse sand and gravel or crushed stone conforming to the following grading requirements > Sieve Size PercentacTfe Passing Sieve 1" 100 3/4" 90 -100 3/8" 40 -100 #4 24 - 40 1 #8 18 - 33 #30 5 - 15 #50 0 - 7 #200 0 - 3 This material generally conforms with Class II permeable material in accordance with Section 68-1.025 of the Standard Specifications of the State of California, Department of Transportation. LAYING Trenches for drains shall be excavated to a minimum width equal to the outside diamteer of the pipe plus 1 foot and to the depth shown on the plans, or as directed by the engineer. The bottom of the trench shall then be covered full width by 4 inches of filter material and the drain pipe' shall then be laid. Unless otherwise specified, perforated pipe shall be laid with the perforations at the bottom and sections shall be joined with couplers. The pipe shall be laid on a minimum slope of 0.2%. After the pipe has been placed, tbe trench shall be back- filled with filter material to the elevation shown on the plans, or as directed by the engineer. TYPICAL SECTION SUBSURFACE DRAINS IN DRAWS Original Ground Excavation Compacted Fill as required Dram pipe, 4-inch diameter Perforated CMP or clay tile Project No. 59207A-SI01 ATTACHMENT II 15 Pages Fiq. ) I , 1. 250 \ S ( II* r \ • >'! r^^ • ^\ . 8 150 --^^ M2 i -v/ Vr^:i-^ Scale: l''=IOOO' Legend , Indicates approximate location of test boring. ^"900 ^ Indicates approximate existing ground ^ L\i\i^./ surface contour. [ 1 Indicates approximate limits of I 1 Bay Deposits,- •Indicates approximate area of alluvial soils. WOODWARD, CLYDE, SHERARD & ASSOCIATES SITE PLAN HOSP GROVE PROJECT NO. 67-223 3-1^68 LCi 0 5 _ 10 - J V/C= 5 DD= 92 BC- 17 WC= 23 DD= 91 BC= 18" WC= 17 DD=i06 BC= i|2 Boring I Medium-dense, d£.Tip, light red brow silty sand (S;-!) (porous) m Very stiff, moist, dark brovNn sandy clay (q-l) Medium-dense, damp, olive clayey to sandy silt (ML) Dense, damp, light olive sandy silt (ML) Fiq. 2 CD O CO oo CL CD 0 5 - 10 15 - 20 - 25 - 29 J Boring 2 DS: WC= 6 DD=I01 BC= 18 0= 26 C= 0 •V/C= 6 DD=I02 BC= 13 WC= 6 DD=I10 BC= 26 VIC= 9 DD-115 BC= 40 J2j n 5 BC= 22 EC= 25 3^ BC= 60 r0 'AT'- Very loose, damp, light bro'wn silty sand (S4) Medium-dense, damp, brcwn silty sand (S^) Dense, moist, dark brown silty sand (S:vl) Medium-dense, damp, brov.n clayey sand (SC) ' Very stiff, moist, olive brovvn sandy clay (CL) Dense, saturated, light brcwn silty sand (S:.{) Note: For Legend, see Fig. 5. WOODWA.'RD, CLYDE, SHZRARD & ASSOCIATES LOGS OF TEST BORINGS 1 & 2 HOSP GROVE PROJECT NO. 67-223 -4-68 LO^ fiq. J CD O <D O CO •o 13 o o CL 5- 10- 15- 20- 25- 30- 35- 110-1 .WC= 5 DD= 89 BC= |i; V/C= 11 DD= 88 BC= 13 v;c= DD=10! BC= 22 BC= 26 BC= 32 3^ BC= 115 3^ BC= 62 Eori.ig 3 I ::dium-dense, damo, brcwn silty Cind (SM) (Porous) 1 >:-:dium-dense, damp, brovn silty md (SM) D?ns8, moist, brown silty sand (SM) with clay seams very dense, damp, red brown silty ;-and (SM)' Note; For Legend, see Fig. 5. WCOD'.VARD, CLYDE, SHE.-^ARD £. ASSOCIATES ] LOG CF TEST BORING 3 HOSP GROVE PROJECT MO. 67-223 3-4-68 LG-1 Fiq. iJ. CD .CD <D O CO ID CO cr n o o ca. 5 - 10 15 20 - 25 30 WO^ 2 DD=1C5 BC= 26 V/C= 8 DD=109 BC= 27 WC= 7 DD=101 BC= 26 wc= n DD=1C5 BC= 211 BC= 29 O : '0 ' Boring 4- Loose, damp, light brown silty \sand (S;-.!) Medium-dense, damp, brovji silty sand (SM) with scattered gravel Medium-dense, moist, olive brown silty sand (SJ^) Medium-dense, n»lst, olive silty sand (SM) ^bte: For Legend, see Fig. 5. WOODWARD, CLYDE, SHERARD & ASSOCIATES LOG OF TEST PORING ^ HOSP GROVE PROJECT NO. 67-223 3-4-63 LO'! Fio. CD CD CU CJ CO CO CX 8, 0-1 10- 15- 20-1 WC= 3 DD=I01 BC= 19 WC= 5 DD=109 BC= 40 WC= 6 DD=12S BC= m V/C= 5 DD=118 BC= 115 Boring 5 Medium-dense, damp, light brovMn silty sand (3-1) (Porous) Medium-dense, damp, brov'fli clayey sand (SC) Dense, damp, red brcwn silty sand (SM) Dense, damp, red brown silty sand LEGEND V/C = Water Content in percent of dry weight. DD = Dry Density in pcf. BC = Number of blows by mO-Lb. hammer falling 30 inches to drive sampler 12 inches. Sampler Data: ID = 2.0", OD = 2.5". UCS = Unconfined Compressive Strength in psf. DS = Di rect Shear Test Data: 0 = Angle of Apparent Friction in degrees. C = Apparent Cohesion in psf. ^ = V/ater Level at time of drilling. {^A) = Group classification symbol in accordance with the Unified Soil Classification System. WCODWARD, CLYDE, SHERARD & ASSOCIATES LOG OF TEST BORING 5 HOSP GROVE PROJECT NO. 67-223 3-L!-68 LC'. Fiq. 6 CD CD O CO 3 CO -o c ZJ o o a. (D o 0 -1 10 15 - 20 - 25 30 35 40 i;3 Note: For Legend, see Fig. 5. WC^ 2 DD=10I BC= 25 WC= 12 " DD=I17 BC= 14 UCS=50C0. V,'C= 23 " DD=101 BC= 22 $3 m Bc= 17 Boring 6 , Loose, damo, light brown silty sand VISMJL Medium-dsnse, damp, brcwn clayey \ sand (SC) Medium-dense, damp, red brcwn silty sand (Sfvl) (Sl ightly porous) 21 mi 1 Stiff, moist, brown sandy clay (CL) Medium-dense, moist to saturated, olive clayey sand (SC) Medium-dense, saturated, olive silty sand (Sf^) Stiff, moist, olive sandy clay (CL) Stiff, moist, dark brown sandy clay (CL) WOODWARD, CLYDE, SHERARD & ASSOCIATES LOG OF TEST BORING 6 HOSP GROVE PROJECT NO. 67-223 3-4-68 Fin. 7 CD CD CD O CO H-L. ZJ CO -a O L. J O-n 5- 10- 15- 20- 25. 30 0-n 4 J V/C= 2 BC= 14 - WC= 5 DD=I17 BC=92/6" Boring 7 Medium-dense, damp, red brojn silty sand (S?-i) Dense, damp, red brown silty sand (SM) Very dense, damp, red brown clayey sand (SC) Very dense, damp, red brcwn silty sand (SI^) Boring 8 Medium-dense, danp,, red brown silty sand (SM) Very dense, damp, red brown silty sand (S:/l) Note: For Legend, see Fig. 5. i WCOD'.VARD, CLYDE, SHERARD d ASSOCIATES LOGS OF TEST BORINGS 7 & 8 HOS? GROVE 1 P.ROJECT NO. 57-223 3-4-cS 10'. V Fi'i. 8 CD CD CD O CO ZJ CO •o c z> o a. 8 9 J 0 11 J 4-1 DD=1C2 BC= 25 V/C= 10 " DD=1I3 BC= 60 V/C= 6 ^ DD=1I2 BC=il5/6" WC= 10 DD=liO BC= 42^ WC= 9 DD=l!i| BC=91/6" Coring Msdium-dcnse, danp, brcwn silty sa.'-.d (SM) (porous) Very dense, damp, red brov\n clayey sand (SC) Very dense, damp, red brown silty sand (SJvi) Boring 10 Medium-dense, damp, red brown silty ^ sand (SM) Hard, damp, red brown sandy clay iM Very dense, damp, red brcwn silty i sand f SA] .Boring 11 V/C= 4 DD=112 BC=3l/6^ BC=lC0/3" .Medium-dense, damp, bravn silty """" .sand (£M) (porous) Very-dense, damp, red brown silty ^sand (S.M) (cemented) Note: For Legend, see Fig. 5. WOODWARD, CLYDE, SHERARD d ASSOCIATES s LOGS OF TEST BORINGS 9 TH.R0UG.S 11 HOSP G.ROVc PROJECT KO. 67-22 3 ^- CO LG.' 1 i«. y o CD O O CO n CO -o c o o cS CL 8 0-, 5 _ 10 - 15 - 20 - 25 - 30 - 35 40 43 Note: For Legend, see Fig. 5. WC= 6 D0=106 BC= 48 BC=33/6" - 2 V/C= 5 ~ DD= 99 BC=44/6" WC= 1 DD= 99 BC= 60 EC= 55 WC= 27 BC= 66 Boring 12 Medium-dense, damp, red brown silty \ sand (SM) Very dense, damp, red brown silty sand (Sf^) O •' t> ?' • gravel ~}-gravel Dense, damp, olive silty fine sand Ml}- claystone (CH) cUystone (CH) WOODWARD, CLYDE, SHERARD & ASSOCIATES LOG OF TEST BORING 12 HOSP GROVE •PROJECT NO. 67-223 3-4-68 LGA F;g. o CD O CO CO -o cz ZJ 8 CD O CL CD 0 5 - 10 - 15- 20 25- 30- 33- WC= t; DD=110 BC= 61 WC= 8 DD=121 BC= 88 V/C= 8 DD-122 BC=40/6" DS: 0= 39 C=535 ' BC:=43/6'Q-^ Boring 13 Loose, damp, brcwn silty fine sand (S-1) -[- gravel Dense, damp, brc<n silty sand Dense, damp, olive silty sand Note: For Legend, see Fig. 5. j WOODWARD, CLYDE, SHERARD & ASSOCIATES 1 LCG OF TEST CORING 13 HOS? GROVE PROJECT NO. 67-??^ f 3-4-f3 1 r^i Fir;. II o CD o CO r3 CO TO c o B CD Cd CL CO O 0 5 _ 10 - 15 - 20 - 25 - 30 35 40 Boring WC= 23 00=106 BC= 3 UCS=17C0- WC= 19 DD=I11 . WC= 61 • DD= 63 BC= I _ V.'C= 46 " DD= 77 la L2J 2. 6 WC= 18 DD=II5 BC= III WC= 19 DD=113 BC= 7 V/C- 17 DD=I17 BC= 25 V/C= 20 DD=1I0 BC= 13 lOi \7 w w m Very loose, moist to wet, brown silty sand (SM) Very loose, saturated, gray brown silty sand (SM) Finn, saturated, dark gray sandy clay (CH) Loose, saturated, light gray brown clayey sand (SC) Very soft, saturated, light gray brovfl silty clay (CH) Very loose, saturated, gray silty to clayey sand (2«1-SC) with layers of silty clay (CH) Very soft, saturated, gray brown silty clay (CH) Stiff, saturated, olive gray sandy clay (CL) Very loose, saturated, olive broi/n silty to clayey sand (SM-SC) Medium-dense, saturated, brown sandy clay (CL) Loose to medium-dense, saturated, brovii silty sand (S^4) with lenses of coarse sand (SP) continued on next page. Fig. 12. Note: For Legend, see Fig. 5. 1 i WOODWARD, CLYDE. SHERARD & ASSOCIATES 1 LOG OF TEST BORING 14 HOSP G.ROVE PROJECT NO. 67-223 3-4-68 LO-I J FIO. 12 CD CD CD O CO 4-1_ CO -a c: ZJ e C3 O CL CD 40 ^ 45 50 - 55 - 60 65 70 - 75 - 80 Coring 14-, continued V/C= 22 DD-lGo BC= 20 v;c= 16 DD-116 BC= 70 12 WC= 20 • DD=112 BC= 16 13 WC= 16 DD=115 BC= 40 V/C- 16 DD=120 EC-ICO 11 15 Nil: see Fig. 11, last layer. Medium-dense, saturated, gray silt (fvJl) Dense, saturated, brosn silty sand (SM) Medium-dense, saturated, olive brovn silty to clayey sand (S^r-SC) Medium-dense, saturated, olive sandy silt (ML) Dense, saturated, bravn silty sand (SM) Very dense, saturated, broi\n silty sand (SP) with gravel Note: For Legend, see Fig. 5. WCOD'.VARD, CLYDE, SHE.RARD ASSOCIATES 5 LOG OF TEST BORING 14 HOS? GROVE PROJECT NO. 67-223 3-5-53 Fi'i. u. CD O CO ZJ CO •a CZ ZJ O i_ <J3 CD 10 15- 20 - 25- 30 - 35 -J WC= 111 DD= S5 BC- 111 WC- 2 DD-1C5 BC- 18 V/C- 10 DD-1C9 BC= 11 Bc= 20 ~yK BC- 23 Coring 15 Loose to msdiu.T.-dense, moist, light brovn silty sand (S.M) 0 . Medium-dense, damp, light brown silty sand (S^1) Loose to medium-dense, saturated, light brown silty sand (SM) with gravel Medium-dense, saturated, gray brovn clayey sand (SC) Stiff, saturated, gray sandy clay (CL) Medium-dense, saturated, gray silty sand (SJ/!) Note: For Legend, see Fig. 5. WCCDV.'ARD, CLYDE, SHERARD ASSOCIATES ; LCG OF TEST BORING 15 HOSP GROVE P.ROJECT NO. 67-223 3-C—c8 LO' * ' I-' Fiq. CD CD O CO H— rj CO cz O CD CL 0 -1 5 - 10 - 15 - 20 25 - 30 - 35 - 40 - i Boring 16 S.\—3 BC- o]}-^ 2 BC- 48 y- BC- 35 3^ S^ -I 5 BC- 65 BC- 49 Sk-8 BC- eg^P"! Very loose to loose, troist, dark brcv-n silty sand (SM) Stiff, moist, olive brown sandy \clay (CL) • Dense, damo, bro/.n clayey sand \(SC) Dense, damp, olive clayey sand (SC) with seams of sandy clay Dense, damo, olive silty to clayey sand (sisC) Hard, damp, olive clay (CH) * continued on next page. Fig. 15. Note: For Legend, see Fig. 5, LOG OF TEST CORING 16 HOSP G.ROVE PROJECT NO. 67-223 0-5-63 L0-! i r I n. o o CD O •a c ZJ o o cn 40 -, 45 50 55 _ 59 BC- 611 Sk-ll V/C= 14 DD-147 BC= 69 DS: 0= 40 C=810 12 Boring 16, continued \7 see Fig. 14-, last layer. Dense, damp, olive silty sand (SM) Note: For Legend, see Fig. 5. LOG OF TEST BORING 16 HOS? GPOVc PROJECT NO. 67-223 Lai