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HomeMy WebLinkAboutPC Reso05-61 B&L Fallon Vlg TMAP 7586 RESOLUTION NO. 05 - 61 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING VESTING TENTATIVE TRACT MAP 7586 CONCERNING PA 05-038, BRADDOCK AND LOGAN PROPERTIES (APNs 985-0028-002, 905-0002-003) WHEREAS, Braddock and Logan has requested approval of Vesting Tentative Tract Map 7586 for PA 05-038, proposing development of 1,043 dwellings along with elementary schools, parks, and open space on approximately 488 acres of land within the Fallon Village project area, located in the northerly portion of the area bounded by 1-580 to the south, Fallon Road and the Dublin Ranch development to the west, the easterly Dublin city limit line to the east, and the northerly Dublin city limit line to the; and WHEREAS, the State of California Subdivision Map Act and the adopted City of Dublin Subdivision Regulations require that no real property may be divided into two or more parcels for purpose of sale, lease or financing, unless a tentative map is acted upon, and a final map is approved consistent with the Subdivision Map Act and City of Dublin Subdivision Regulations; and WHEREAS, Braddock and Logan as the ApplicantJDeveloper has submitted a complete application for a Vesting Tentative Tract Map dated November 1, 2005 and on file in the Community Development Department, Planning Division; and WHEREAS, the project site is in Eastern Dublin for which the City adopted the 1993 Eastern Dublin General Plan Amendment and Specific Plan to provide a comprehensive planning framework for future development of the area. In connection with this approval, the City certified a program EIR pursuant to CEQA Guidelines section 15168 (SCH No. 91103064, Resolution 51-93, and Addendum dated August 22, 1994, hereafter "Eastern Dublin EIR" or "program EIR") that is available for review in the City planning department and is incorporated herein by reference. The program EIR was integral to the planning process and examined the direct and indirect effects, cumulative impacts, broad policy alternatives, and areawide mitigation measures for developing Eastern Dublin; and WHEREAS, in connection with an annexation and prezoning request for the project area in 2002, the City certified a Supplemental EIR that is available for review in the planning department and is incorporated herein by reference. In connection with the 2002 project approval, the City Council adopted supplemental mitigation measures, mitigation findings, a statement of overriding considerations and a mitigation monitoring program. All adopted supplemental mitigation measures continue to apply to the project area; and WHEREAS, consistent with CEQA and the CEQA Guidelines, the City prepared a 2005 Supplement to the 1993 and 2002 EIRs for the Fallon Village project. The 2005 Supplemental EIR contains Draft and Final Supplemental EIR documents and was presented to the Planning Commission for review prior to its recommendation on the project. The Braddock and Logan subdivision is part of the project that was analyzed in the prior EIRs and the 2005 Supplemental EIR; and WHEREAS, on November 8, 2005, the Planning Commission held a duly noticed public hearing on the project, including the proposed vesting tentative map, at which time all interested parties had the opportunity to be heard. The Planning Commission considered a staff report dated November 8, 2005 and 1 incorporated herein by reference, recommending approval of the vesting tentative map subject to the conditions prepared by staff. The Planning Commission also considered the 2005 Supplemental EIR, and all written and oral testimony; and WHEREAS, following the public hearing, the Planning Commission adopted the following resolutions, all of which are incorporated herein by reference: Resolution 05-_ recommending that the Council certify the 2005 Supplemental EIR and make all appropriate findings; Resolution OS-_ recommending that the Council approve the Fallon Village general and specific plan amendments; Resolutions 05-_ and 05-_recommending that the Council adopt a PD-Planned Development Rezone and related Stage 1 and Stage 2 Development Plans for the Fallon Village project and the Braddock and Logan subdivision, respectively. NOW, THEREFORE, BE IT RESOLVED THAT the foregoing recitals are true and correct and made a part of this resolution. BE IT FURTHER RESOLVED that City of Dublin Planning Commission hereby finds as follows. 1. Vesting Tentative Tract Map 7586 is consistent with the intent of applicable subdivision regulations and related ordinances. 2. The design or improvements of Vesting Tentative Tract Map 7586 is consistent with the City's General Plan and Eastern Dublin Specific Plan policies as amended by the Fallon Village General and Eastern Dublin Specific Plan amendments CPA 04-040) as they apply to the subject property in that it is a subdivision for implementation of a residential community in an area designated for residential and supporting, complementary uses. 3. Vesting Tentative Tract Map 7586 is consistent with the Stage 1 and 2 PD, Planned Development Zoning District Development Plans approved as PA 04-040 for the Fallon Village project and is therefore consistent with the City of Dublin Zoning Ordinance. 4. The subdivision avoids placing lots in the steeper portions of the project site and complies with the City's General Plan Development Elevation Cap, and is, therefore, physically suitable for the type and density of development. 5. With the incorporation of mitigation measures from the previous EIRs and the 2005 Supplemental EIR, the design of the subdivision will not cause environmental damage or substantially injure fish or wildlife or their habitat or cause public health concerns. The design of the subdivision will not conflict with easements, acquired by the public at large, or access through or use of, property within the proposed subdivision. The City Engineer has reviewed the map and title report and has not found any conflicting easements of this nature. NOW, THEREFORE BE IT FURTHER RESOLVED THAT the City of Dublin Planning Commission hereby conditionally approves Vesting Tentative Tract Map 7586, Exhibit A, PA 05-038 which will subdivide the property into 1,043 residential lots and other lots as shown. This approval shall conform generally to: the Vesting Tentative Tract Map 7586 prepared by Mackay & Somps, dated received on November 1, 2005, by the Community Development Department, and consisting of 38 sheets stamped approved except as specifically modified by the Conditions of Approval contained below. 2 CONDITIONS OF APPROVAL: Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits or establishment of use, and shall be subiect to Planning Department review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval. [PL.l Planning, fBl Building, [POl Police, [PWl Public Works [ADMl Administration/Citv Attornev, [FINl Finance, [Fl Alameda Countv Fire Department, [DSRl Dublin San Ramon Services District, [COl Alameda Countv Department of Environmental Health, [Z7l Zone 7. NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: GENERAL CONDITIONS 1. Fire Station 18: The developer shall pay a fair share PUPW Pri or to portion of costs advanced by the Developer of Dublin approval of Ranch Area A for Fire Station 18. The payment will Final Maps be payable at the time of filing each final map, and shall be prorated based on the percentage of total residential units included in each map. The developer's fair share has been determined to be $805,526.30. Fire Facilities Fee credits will be provided for this pavment. PLANNING 2. Inclusionary Zoning: Prior to approval of Site PL Prior to SDR Development Review or recordation of the first approval or phased Final Map, whichever occurs first, the owner recordation of or owners of all of the property subject to this vesting the first Final tentative map shall enter into an Affordable Housing Map, Agreement with the City for the entire Vesting whichever Tentative Map area, which agreement shall be occurs first. recorded against such area and against any other property where Developer proposes to construct off- site affordable units if approved by the City Council pursuant to Dublin Municipal Code section 8.68.040.B. Such agreement shall include but is not limited to providing detail regarding the number of affordable units required, specify the schedule of construction of affordable units, set forth the developer's manner of compliance with City of Dublin Inclusionary Zoning Regulations and impose appropriate resale controls and/or rental restrictions on the affordable units. If the agreement provides for construction of units off-site, as provided in DMC section 8.68.040.B, it shall require City Council approval and Council findings as required by said section and shall include provision for security 3 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: adequate to assure construction of the off-site affordable units concurrently with the completion of construction of the market rate units to be constructed on the lots created bv the vesting tentative map. DUBLIN SAN RAMON SERVICES DISTRICT 3. Prior to issuance of any building permit, complete DSRSD Pri or to improvement plans shall be submitted to DSRSD issuance of than conform to the requirements of the Dublin San building permit Ramon Services District Code, the DSRSD "Standard Procedures, Specifications, and Drawings for Design and Installation of Water and Wastewater Facilities", all applicable DSRSD master Plans and all DSRSD policies. 4. All mains shall be sized to provide sufficient capacity DSRSD Pri or to to accommodate future flow demands in addition to approval of each development project's demand. Layout and Improvement sizing of mains shall be in conformance with DSRSD Plans or Final utilitv master planning. Map 5. Sewers shall be designed to operate by gravity flow DSRSD Prior to to DSRSD's existing sanitary sewer system. approval of Pumping of sewage is discouraged and may only be Improvement allowed under extreme circumstances following a Plans or Final case by case review with DSRSD staff. Any Map pumping station will require specific review and approval by DSRSD of preliminary design reports, design criteria, and final plans and specifications. The DSRSD reserves the right to require payment of present worth 20 year maintenance costs as well as other conditions within a separate agreement with the applicant for any project that requires a pumping station. 6. Domestic and fire protection waterline systems for DSRSD Pri or to Tracts or Commercial Developments shall be approval of designed to be looped or interconnected to avoid Improvement dead end sections in accordance with requirements of Plans or Final the DSRSD Standard Specifications and sound Map engineering practice. 7. DSRSD policy requires public water and sewer lines DSRSD Prior to to be located in public streets rather than in off-street approval of locations to the fullest extent possible. If Improvement unavoidable, then public sewer or water easements Plans or Final must be established over the alignment of each public Map sewer or water line in an off-street or private street location to provide access for future maintenance and/or replacement. 8. Prior to approval bv the Citv of a grading permit or a DSRSD Pri or to 4 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: Site Development permit, the locations and widths of Grading Permit, all proposed easement dedications for water and Improvement sewer lines shall be submitted to and approved by Plans or Final DSRSD. Map 9. All easement dedications for DSRSD facilities shall DSRSD Prior to be by separate instrument irrevocabl y offered to approval of DSRSD or by offer of dedication on the Final Map. Final Map 10. Prior to issuance by the City of any Building Permit DSRSD Pri or to or Construction Permit by the Dublin San Ramon issuance of Services District, whichever comes first, all utility Building connection fees including DSRSD and Zone 7, plan Permits, checking fees, inspections fees, connection fees, and approval of fees associated with a wastewater discharge permit Improvement shall be paid to DSRSD in accordance with the rates Plans or and schedules established in the DSRSD Code. approval of Final Map 11. Prior to issuance by the City of any Building Permit DSRSD Pri or to or Construction Permit by the Dublin San Ramon issuance of Services District, whichever comes first, all Building improvements plans for DSRSD facilities shall be Permits, signed by the District Engineer. Each drawing of approval of improvement plans shall contain a signature block for Improvement the District Engineer indicating approval of the Plans or sanitary sewer or water facilities shown. Prior to approval of approval by the district engineer, the applicant shall Final Map pay all required DSRSD fees, and provide an engineer's estimate of construction costs for the sewer and water systems, a performance bond, a one- year maintenance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The applicant shall allow at least 15 working days for final improvement drawing review by DSRSD before signature by the District Engineer. 12. No sewer line or waterline construction shall be DSRSD Ongoing permitted unless the proper utility construction permit has been issued by DSRSD. A construction permit will only be issued after all of the items in Condition No. 11 have been satisfied. 13. The applicant shall hold DSRSD, its Board of DSRSD Ongoing Directors, commissions, employees, and agents of DSRSD harmless and indemnify and defend the same from any litigation, claims, or fines resulting from the construction and completion of the project. 14. Improvement plans shall include recycled water DSRSD Pri or to improvements as required by DSRSD. Services for approval of 5 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: landscape irrigation shall connect to recycled water Improvement mains. Applicant must obtain a copy of the DSRSD Plans or Final Recycled Water Use Guidelines and conform to the Map requirements therein. 15. The project will be located within the District DSRSD Pri or to Recycled Water Use Zone COrd. 301), which calls for approval of installation of recycled water irrigation systems to Improvement allow for the future use of recycled water for Plans or Final approved landscape irrigation demands. Recycled Map water will be available, as described in the DSRSD Water Master Plan Update, September 2000. Unless specifically exempted by the District Engineer, compliance with Ordinance 301, as may be amended or superseded, is required. Applicant must submit landscape irrigation plans to DSRSD. All irrigation facilities shall be in compliance with District's "Recycled Water Use Guidelines" and Department of Health Services requirements for recycled water irrigation design. 16. A landscape Master Plan shall be submitted to DSRSD Prior to District to allow determination of appropriate issuance of recycled water irrigation uses on site, prior to review Improvement and approval of improvement plans. Plans or Final Map 17. Portable mains, sewer mains and their appurtenances DSRSD Prior to shall be located in areas accessible for maintenance, issuance of repair and servicing at all times. Portable and Improvement Recycled water mains shall be located within public Plans or Final right-of-way and easements with a set back of no less Map than 7.5 feet from any building or permanent structure. Sewer mains shall be located within public right-of-way and easements with a set back of no less than 5 feet from any building or permanent structure. 18. Improvement plans shall show all existing and DSRSD Pri or to proposed potable and recycled water mains, storm issuance of and sanitary sewers in the vicinity of the project Improvement location. Plans or Final Map 19. Construction of an underground interim sewer pump DSRSD Pri or to station would require that the property owners and issuance of Dublin San Ramon Services District enter into an Improvement Interim Sewer Facilities Agreement in order to Plans or Final orovide service to the sewer area to be pumped. Map POLICE 20. The applicant shall comply with all applicable City of PO Prior to Dublin Residential Securitv Requirements. All occupancy and 6 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: residential buildings shall be in accordance with the ongomg currently adopted Uniform Building Security Code pursuant to Chapter 7.32.220 of the Dublin Municipal Code. 21. Unit address numbers shall be lighted at night and PO Pri or to clearly visible from the middle of the street. Said occupancy and numbers shall contrast with their backgrounds. ongomg 22. Street names will not duplicate those already being PO Prior to used in other segments of the City. approval of final map 23. CC&R's for the residential portion of the project will PO Prior Final map include posting of private street areas in accordance with California Vehicle Code Section 22658, sections 1 & 2. Fire lanes will also be posted in accordance with California Vehicle Code Section 22500.1. 24. The applicant shall submit a residential lighting plan PO Prior to with point by point photometric measurements for issuance of connecting paths, and outdoor parking areas. The improvement applicant shall submit a final lighting plan for plans approval by Dublin Police. 25. Pathways around the site development shall be PO Pri or to designed to support the weight and width of issuance of emergency response vehicles to aid in police patrols improvement and emergency response situations. plans 26. Locked gates will be provided for emergency PO Prior to response situations. acceptance of subdivision Improvements 27. Restricted areas will be posted as such. PO Pri or to acceptance of subdivision Improvements 28. The applicant shall keep the site clear of graffiti PO Ongoing vandalism on a regular and continuous basis at all times. Graffiti resistant material should be used. 29. The applicant shall work with Dublin Police on an PO Ongoing ongoing basis to establish an effective theft prevention and security program. 30. The perimeter of the site shall be fenced (minimum PO Pri or to height of six feet) during construction, and security issuance of lighting, alarm system, surveillance cameras and Building patrols shall be employed as necessary. A temporary Permi ts or Start address sign of sufficient size and color contrast to be of Construction seen during night time hours with existing street lighting is to be posted at entrance to site. The develooer will file a Dublin Police Emergency 7 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: Contact Business Card prior to any phase of construction that will provide 24 hour phone contact numbers of persons responsible for the construction site. Good security practices shall be followed with respect to storage of building materials and storage of tools at the construction site. Construction materials and/or equipment shall not be operated or stored outside of the fenced area or within the public right- of-way unless approved in advance by the City Engineer/Public Works Director. 31. There shall be delineation between private and public PO Prior to SDR areas around the perimeter of the residential area. This can be accomplished with fixed or perceived barriers such as fences of landscaping. 32. Developer shall submit a projected timeline for PO Prior to project completion to Dublin Police Services, to approval of the allow estimation of staffing requirements and first Final Map assignments. 33. The cul-de-sacs shall be separated from open space PO Prior to SDR areas by bollards, gates or decorative fencings to prevent access areas that are not publicly accessible. If gates are used they shall be secured by lock approved by Police and Fire and provide for emergencv response access. 34. Signs shall be placed at the ends of cul-de-sacs that PO Prior to are adjacent to open space with the name of the approval of street. The street signs will assist emergency Improvement responders identifying specific streets from the open Plans space areas. 35. Parcels Hand K shall be posted with "No PO Pri or to Trespassing, Private Property" signs to identify as acceptance of private per 602 L of the California Penal Code. subdivision improvements 36. The fences at the back and of lots adjacent to Parcels PO Prior-Issuance Hand K shall be an open type fence to improve of Building surveillance and include a means for emergency Permits for response access by police and fire. affected lots 37. The design of structures on flag-lots should attempt to PO Pri or to minimize the impacts of noise, view shed, and issuance of privacy with regard to adjacent homes. The optimal Building grading of the lots to achieve the recommendations Permits for mav diminish the impacts. affected lots PUBLIC WORKS 38. General Public Works Conditions of Approval: PW Ongoing Developer shall comply with the City of Dublin General Public Works Conditions of Approval for 8 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: Tracts 7586 contained below unless specifically modified by these Conditions of Approval. 39. Development Agreement: A Development PW First Final Map Agreement between the City of Dublin and the Developer shall be recorded. The Development Agreement shall include an infrastructure-sequencing program that ties the improvements required in these Conditions of Approval to a specific phase of development (each final map) within Tract 7586. 40. Street Lighting Maintenance Assessment District: PW Pri or to The Developer shall request the area to be annexed approval of into a subzone of the Dublin Ranch Street Lighting each Final Map Maintenance Assessment District and shall provide any exhibits required for the annexation. 41. Ownership and Maintenance of Improvements: PW Final Map and Ownership, dedications on final map, and ongoIng maintenance of street right-of-ways, common area parcels, and open space areas shall be by the City of Dublin, the Homeowner's Association, and a Geologic Hazard Abatement District, as shown on the Open Space Maintenance Diagram included in the Fallon Village Design Guidelines, prepared by Gates and Associates, dated October 2005. 42. Landscape Features within Public Right of Way. PW First Final The Developer shall enter into an "Agreement for Map; Modify Long Term Encroachments" with the City to allow with Successive the HOA to maintain the landscape and decorative Final Maps features within public Right of Way including frontage & median landscaping, decorative pavements and special features (i.e., walls, portals, benches, etc.) as generally shown on Site Development Review exhibits. The Agreement shall identify the ownership of the special features and maintenance responsibilities. The Homeowner's Association will be responsible for maintaining the surface of all decorative pavements including restoration required as the result of utilitv repairs. 43. Covenants, Conditions and Restrictions (CC&Rs). PW First Final A Homeowners Association shall be formed by Map; Modify recordation of a declaration of Covenants, with Successive Conditions, and Restrictions to govern use and Final Maps maintenance of the landscape features within the public right of way contained in the Agreement for Long Term Encroachments and the frontage landscaping along the Upper Loop Road, Croak Road, and interior streets. Said declaration shall set 9 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: forth the Association name, bylaws, rules and regulations. The CC&Rs shall ensure that there is adequate provision for the maintenance, in good repair and on a regular basis, of the landscaping & irrigation, decorative pavements, median islands, fences, walls, drainage, lighting, signs and other related improvements. The CC&Rs shall also contain all other items required by these conditions. The Developer shall submit a copy of the CC&R document to the City for review and approval. 44. Public Streets: Developer shall construct street PW Each Final Map improvements and offer for dedication to the City of Dublin the rights of way for the Upper Loop Road, Croak Road, and interior streets as shown on the Tentative Map, to the satisfaction of the City Engineer. 45. Acoustic Study: An acoustic study is needed to PW First Final Map determine the need for additional sound mitigation measures along the Upper Loop Road (Old Fallon Road) frontage that is contiguous with the existing lots on Piper Glen Terrace within Tract 7142. 46. Traffic Control Measures: Traffic control measures PW Improvements on the intersections along the Upper Loop Road shall to be Installed be as follows: with Applicable · Upper Loop Road/ Fallon Road: 4-Phase Final Map Traffic signal with separate left-turn phase from southbound Fallon Road. · Upper Loop Road/ Street "A": 6-Phase traffic signal (no separate left-turn phase for side streets). · Upper Loop Road/ Street "V": 8-phase traffic signal with separate left -turn phase for side streets. Median islands on side streets shall be modified as needed to accommodate separate left turn lanes. · Upper Loop Road/ Street "N": 4-way STOP. · Upper Loop Road/ Street "CC": I-way STOP for side streets only. Sign as trail crossing (no marked crosswalk across Upper Loop Road). Traffic control may require revision if a fourth leg (driveway to school site) is required as part of the final school design. Cost of any modification shall be borne by the developer. 10 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: . Upper Loop Road/ Croak Road: 4-way STOP. Roundabout shown on tentative map shall be modified during final design to relocate the crosswalk closer to the intersection. 47. Upper Loop Road/ Fallon Road Intersection: In First final map conjunction with the first final map, the Upper Loop Road/ Fallon Road intersection shall be constructed.. Improvements shall be in conformance with the recommendations ofthe Fallon Village Traffic Study, TJKM Transportation Consultants, August 2005, or as approved by the Senior Transportation Engineer. The intersection shall be improved to include the following: · Northbound Fallon Road Approach: One Right Turn Lane · Southbound Fallon Road Approach: Two Left Turn Lanes (The Senior Transportation Engineer may modify this to one lane based on further analysis). · Westbound Upper Loop Road Approach: Two Left Turn Lanes and Two Right Turn Lanes · Southbound Transition South of the Intersection on Fallon Road from Two Thru Lanes to One Thru Lane · Eastbound Transition East of the Intersection on the Upper Loop Road from Two Thru Lanes to One Thru Lane 48. Fallon Road Improvements: Fallon Road shall be PW First final map improved to provide at least two lanes constructed to the ultimate grade and alignment from the Upper Loop Road south to Central Parkway in conjunction with the first final map. The improvements shall be in general conformance with the interim improvement exhibit included in the tentative map; final geometrics, lane channelization, and conform to adjoining improvements shall conform to City design criteria and are subject to approval by the Director of Public Works. The improvements shall include transition to the Upper Loop Road/ Fallon Road Intersection. Improvements shall also include reconstruction of the existing frontage improvements (curb and gutter, 20' of pavement, lighting, and landscaping) along the Tract 7142 frontage between 11 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: the Upper Loop Road and Bent Tree Drive. The improvements shall be bonded for with the first final map and completed prior to occupancy of the first unit. Eastern Dublin Traffic Impact Fee (EDTIF) Section 1 credits will be given for these improvements as outlined in the 2004 EDTIF Update or subsequent updates. 49. Fallon Road Widening: Fallon Road shall be PW Final map widened to four lanes to the ultimate grade and creating 719th alignment from Bent Tree Drive south to 1-580. residential lot These improvements shall be either be completed or bonded for with the final map that creates the 719th residential lot within the project. The improvements shall be completed not later than prior to the occupancy of the 719th unit, as required in the Fallon Village Traffic Study! DEIR. Eastern Dublin Traffic Impact Fee (EDTIF) Section 1 credits will be given for these improvements as outlined in the 2004 EDTIF Update or subsequent updates. 50. Trail Link to Fallon Road: The Class I bicycle! PW First final map pedestrian trail on the north side of the Upper Loop Road shall connect to the existing sidewalk on the east side of Fallon Road along the Tract 7142 frontage, and also provide a connection to the existing sidewalk to Piper Glen Terrace. The trail on the south side of the Upper Loop Road shall be extended along the east side of Fallon to the south end of the Tract 7586 frontage. This work will be in general conformance with the Fallon Road Entry design included in the Stage 2 Design Guidelines by Gates and Associates. From this point, an interim asphalt concrete trail (minimum 5' width) shall be continued along the east side of Fallon Road south to Central Parkway. The proposed traffic signal at the Central Parkway! Fallon Road intersection shall be modified to add a signalized pedestrian phase across Fallon Road, including a crosswalk. The developer may utilize the existing Fallon Road pavement, which will be abandoned when Fallon Road is improved to two lanes along the ultimate alignment. The above improvements will be completed with the 1 st final map. In the event that the Central Parkway! Fallon Road traffic signal is not operational at the time of the first final map, the walkway construction may be deferred until the signal is operational. 51. Pedestrian Overcrossing: The ultimate and interim PW Ongoing 12 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: design of Fallon Road shall accommodate a grade- separated trail crossing of Fallon Road north of Central Parkway, as shown on the Stage I Development Plan, Master Landscape and Circulation Plan. In the event that the EDTIF has been updated to include this improvement at time of filing a final map, the developer shall pay a fair share portion of the trail crossing through the EDTIF payment. 52. Fallon Road! Croak Road Intersection PW Applicable Improvements: The Fallon Road/ Croak Road final map intersection shall be improved in conjunction with the final map that triggers the need for the second public street access connection via Croak Road. Improvements shall restrict turning movements to right-turn in, right-turn out. The final scope of improvements shall be determined by the City Senior Transportation Engineer, based on the timing of the 1- 580! Fallon Road Interchange improvements, the extension of Dublin Boulevard east to Fallon Road, and the widening of Fallon Road by others. 53. OtTsite Right-of-Way: Jordan, Lin and Croak PW First Final Map Properties: Right-of-way necessary for the (Lin, Jordan improvement of the Upper Loop Road, Fallon Road, properties): as and Croak Road shall be acquired from the Jordan, needed for Lin, and Croak properties as necessary. Acquisition Croak property of the Jordan and Lin right-of-way shall be completed prior to filing of the first final map. Acquisition of the Croak property shall be completed prior to filing of the final map that creates the need for public access via Croak Road. Land acquisition costs shall be at the expense of the developer. Acquisition of offsite right-of-way covered by this condition shall be subject to Section 66462.5 of the Subdivision Map Act. Eastern Dublin Traffic Impact Fee (EDTIF) Section I credits will be given for this right-of-way as outlined in the 2004 EDTIF Update or subsequent updates. 54. OtTsite Right-of-Way: Parcel F, Tract 7142: The PW First Final Map developer shall initiate the current property owner's dedication of the right-of-way, which was previously reserved for right-of-way dedication on the final map for Tract 7142. The developer shall cause the right- of-way necessary for the improvement of the Upper Loop Road to be dedicated over Parcel F of Tract 7142 as necessarv. The dedication shall be completed 13 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: prior to filing of the first final map. 55. Emergency Vehicle Access Route: An emergency PW Final map that vehicle access route shall be provided with the final creates the 25th map that creates 25 or more total lots within the residential lot development served by the Upper Loop Road. The access route shall provide a second access to the site from a public street. The second access shall be remote from the Fallon Road/ Upper Loop Road intersection; final location and design shall be approved by the Alameda County Fire Department. The emergency vehicle access route may be via a connection between Bent Tree Drive and either Court D or Court E, as shown on the tentative map. This route shall be abandoned upon opening of a second public street access route to the site. 56. Temporary Second Public Street Access: If PW Final map developer elects to defer completion of Croak Road creating 75th as shown on the Tentative Map, a temporary second residential lot public street access shall be provided with the final map that creates 75 or more total lots-within the development served by the Upper Loop Road. The second public street access shall be remote from the Fallon Road/ Upper Loop Road intersection; final location and design shall be approved by the Alameda County Fire Department and the Department of Public Works. The second public street access may be via an interim public street connection from Court D to Bent Tree Drive, as shown on the tentative map. This connection shall be limited to development in the westerly portion of the project, generally west of Street "V" and south of Street "N" totaling approximately 400 units. 57. Croak Road Public Access: The final map creating PW Prior to in excess of 75 lots, but outside of the area bounded approval of by the project boundary on the south, Street N on the Final Mar north, and street V on the east, will require an creating 75t lot additional public street access remote from Bent Tree Drive, at which time the interim connection to Bent Tree Drive shall be abandoned. The second street access may be provided by the interim improvements to Croak Road as shown on the tentative map. 58. Dublin Boulevard! Dougherty Road Intersection PW First Final Map Contribution: The developer shall pay a fair share portion of the funding deficiency between the cost of the Dublin! Dougherty Intersection Improvements and available funding. The pavment shall be due with 14 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: the filing of the 1st final map. The amount of the deficiency, if any, shall be the amount of the deficiency as determined or estimated by the Director of Public Works at the time the map is filed. The fair share portion has been determined to be 3.0011 %. In the event that the deficit is estimated, the City will refund any excess to the developer when the actual amount of the deficit is known. Section 2 EDTIF credits will be provided for this payment. 59. Fallon Road! 1-580 Interchange Improvement PW Each Final Map Contribution: The developer shall pay a fair share portion of costs advanced by the Lin Family for improvements to the Fallon Road/ 1-580 Interchange. The payment will be payable at the time of filing each final map, and shall be prorated based on the percentage of total residential units included in each map. The developer's fair share has been determined to be 4.2560% of the total funds advanced by the Lin Family. Section 2 EDTIF credits will be provided for this payment. 60. Dublin Boulevard! Fallon Road Intersection PW First Final Map Realignment Contribution: The developer shall pay a lump sum payment of $80,000 to cover the fair share cost of realigning and redesigning the Dublin Boulevard/ Fallon Road intersection. Payment will be at the time of filing the 1 st final map. Section 1 EDTIF credits will be provided for this payment. 61. Dublin High School Traffic Mitigation: The PW Issuance of developer shall pay a fair share portion of costs for Building traffic improvements identified as mitigation Permits measures in the Dublin High School Expansion Final Environmental Impact Report only in the event that the EDTIF has been updated to include this improvement at time of filing a final map, the developer shall pay a fair share portion of the mitigation through the EDTIF payment. 62. Santa Rita Road! 1·580 Interchange SID Eastbound PW Prior to Each OtTramp Lane: The developer shall be responsible Final Map for payment of a fair share portion of the costs associated with adding a 5th eastbound offramp lane at the Santa Rita Road/ 1-580 Interchange, as required in the Fallon Village Traffic Study! DEIR. The payment will be payable at the time of filing each final map, and shall be prorated based on the percentage of total units included in each map. The fair share has been determined to be 3.0010%. In the 15 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: event that the EDTIF has been updated to include this improvement at time of filing a final map, the payment will not be required if the developer agrees in writing prior to the filing of the final map to pay the updated EDTIF. 63. Central Parkway at Hacienda Drive, Second Westbound Left Turn Lane: The developer shall be responsible for payment of a fair share portion of the costs associated with adding a 2nd westbound left turn lane on Central Parkway at Hacienda Drive. This improvement is included in the current EDTIF, and this obligation may be satisfied through the payment of EDTIF fees, provided the EDTIF has not been amended to eliminate this improvement at the time of payment. 64. Traffic Impact Fees: The developer shall be PW . Issuance of responsible for payment of the Eastern Dublin Traffic Building Impact Fee (Sections 1 and 2), the Eastern Dublin 1- Permits 580 Interchange Fee, and the Tri- Valley Transportation Development Fee. Fees will be payable at issuance of building permits. 65. Eastern Dublin Traffic Impact Fee Minimum PW Issuance of Payment: The developer shall be responsible for Building payment of a minimum portion of the Eastern Dublin Permits Traffic Impact Fee in cash. The cash payment shall be 11 % for Section 1 and 25% for Section 2, or as may have been modified by City Council action at the time of building permit issuance. These minimum cash payment shall be in addition to any other payment noted in these conditions and may not be offset bv fee credits. 66. Transportation Demand Management Program: PW Prior to First As required by the Fallon Village Draft Final Map Environmental Impact Report, the developer shall develop, participate in, or partially fund a Transportation Demand Management Program and other trip reduction measures of the Alameda County Congestion Management Agency Congestion Management Program. The measures shall be determined prior to filing the first final map and shall be subject to the approval of the Directors of Public Works and Communi tv Development. 67. Neighborhood Square: The Neighborhood Square, PW Pri or to Parcel E, shall contain a minimum of 4.60 acres and recordation of be shown on the Final Map as future parkland to be the last phased dedicated to the City of Dublin on the map or by Final Map 16 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: separate document. The parcel line shall be at the back of curb. The City will not accept this Parcel until the site is rough graded, including erosion control measures, as generally shown on the tentative map, Sheet 12. Neighborhood parkland credits will not be provided until the site is rough graded and offered to the City. 68. Neighborhood Park: The Neighborhood Park, PW Final-map Parcel F, shall contain a minimum of 5.00 acres and creating the be shown on the Final Map as future parkland to be 400th dedicated to the City of Dublin on the map or by residential lot separate document. The parcel line shall be at the back of curb. The City will not accept this Parcel until the site is rough graded, including erosion control measures, as generally shown on the Tentative Map, Sheet 11, to the satisfaction of the City Engineer. Neighborhood parkland credits will not be provided until the site is rough graded and offered to the City. 69. School Site: The Developer shall rough grade the PW School Site to school site (Parcel G), including erosion control Be Reserved on measures, as generally shown on the Tentative Map, the Appropriate Sheets 11 and 14, to the satisfaction of the City Final Map; Engineer. The Developer shall be responsible for Dedication to ongoing erosion control, weed abatement, and trash be as Required removal until the school site is accepted by the by School Dublin Unified School District. District; Grading to be Completed as Required Under Improvement Agreement 70. Neighborhood Park & School Utility Stubs: PW Applicable Utilities shall be stubbed to the Neighborhood Park, final map Neighborhood Square, and school site at locations approved by the City's Parks Department and School District. 71. School District Conduit: One empty 3" conduit with PW Applicable pull wire, to accommodate future School District final map communication use, shall be installed from the existing conduit in Fallon Road at Bent Tree Drive south on Fallon Road to the Upper Loop Road, then east along the south side of the Upper Loop Road to the school entrance. 72. OtTsite Fallon Road Storm Drain Improvements: PW First Final Map A storm drain shall be installed in Fallon Road from 17 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: the Upper Loop Road south to the existing G-3 culvert in conjunction with the first final map. The City Engineer will consider use of interim or permanent redundant capacity in the existing Dublin Ranch storm drain system for the initial stages of development to allow deferral or downsizing of the offsite pipe. The City will consider a request by the Developer to form a benefit district or other cost- sharing arrangement to assign a fair-share cost of the storm drain to other tributary properties. 73. Golf Course Storm Drain Improvements: The new PW Pri or to inlet at the upstream end of the existing 48" storm approval of drain traversing the golf course (below Court "0" Grading shall be designed to retain debris and provide a Permits or secondary inlet in the event the inlet is clogged by Improvement debris. The inlet design shall set the primary and Plans secondary entries to the structure below the grade of the adjoining golf course improvements. This work shall be completed in conjunction with mass grading of the site. 74. Master Drainage Plan: The Developer shall update PW Pri or to First the Dublin Ranch Master Drainage Plan for the Final Map; proposed development within the Tract 7586 area. Update with Successive Maps 75. Dublin Ranch Eastside Storm Drain Benefit PW Prior to Each District (G-3 Culvert): The property shall be Final Map included in the Dublin Ranch Eastside Storm Drain Benefit District (G-3 Culvert) and shall pay the fair share portion of the fees shown in the engineer's report for the district. Fees will be payable at the time of filing final maps, prorated to the percentage of the total lots included in each map. 76. Geologic Hazard Abatement District: Prior to PW Prior to Each filing the 1 st final map, the formation of a Geologic Final Map; Hazard Abatement District (GHAD) covering the Update with entire project shall be completed. The board of Successive directors for the GHAD shall be the City Council of Maps as the City of Dublin. The GHAD shall be responsible Needed for the ongoing maintenance of the open space areas (including benches and brow ditches, maintenance roads or trails, and fencing) and the water quality control ponds, and shall include a reserve for unforeseen repair of future slope instability. Developer shall be responsible for submitting all documents necessary to form the GHAD, includiJJg a 18 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: plan of control, which shall include an annual operating budget for buildout of the project, and the petition. Initial assessments against property owners shall not be lower than ultimate assessments at buildout. The CC&Rs for the project shall contain financial mechanisms, such as deed assessments, enforceable by the City that to ensure that the property owners are obligated to pay the costs of maintenance in the event that the GHAD is dissolved or does not have sufficient resources to perform its obligations. The CC&Rs shall also include provisions that require the property owners' association to pay the GHAD or City's attorneys' fees in the event that either enforces the Homeowner's Association's obligation to fund maintenance of the open space areas and the water quality control pond. The CC&Rs shall be reviewed and approved by the City Engineer and City Attorney to ensure compliance with this condition of approval. Ownership of GHAD-maintained parcels shall be by the GHAD in fee as shown in the Vesting Tentative Map. 77. Remedial Grading Plan: The grading plan shall PW First Final Map include a remedial grading plan prepared by the project geotechnical consultant, outlining area of slide repair, benches, keyways, overexcavation at cut- fill transitions, subdrains, and other recommendations of the consultant. The remedial grading plan will be subject to review and approval by the City's own geotechnical consultant. 78. Lot Line Adjustment: Prior to filing of the first PW First Final map final map, the develop shall complete a lot line adjustment with the Dublin Ranch Golf Course property along the westerly edge of the project, in general conformance with the lot line adjustment shown on the vesting tentative map. 79. Conservation Easement: An open space PW Prior to First conservation easement or similar instrument shall be Final Map offered for dedication to the City, or another public and/or or nonprofit entity approved by the City over Parcels A ppropri ate A, B, C, and D, in conjunction with the final map that Successive creates lots adjacent to these parcels or prior to Maps grading these parcels, whichever occurs first.. The conservation easement shall conform to the intent of the Memorandum of Understanding between the City of Dublin and the City of Livermore dated May 1, 19 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: 2002, shall be consistent with the requirements of the resource agencies, and shall allow the developer to obtain all required agency approvals and permits. The easement shall allow for the construction and operation of trails, maintenance roads, and drainage facilities that may be constructed within the 30' benches along the edges of the parcels, as well as other activities required under the plan of control for the GHAD, and activities which may be required for wildfire management in accordance with requirements of the Alameda County Fire Department. 80. Resource Agency Permits: Prior to the filing of the PW Prior to First 1 st final map, and prior to the start of any grading of Final Map or the site as necessary, permits shall be obtained from Issuance of the US Army Corps of Engineers, the San Francisco Grading Permit Bay Regional Water Quality Control Board, the State Improvement of California Department of Fish and Game, and the Agreement US Fish and Wildlife Service for the grading or alteration of wetland areas within the site. PUBLIC WORKS GENERAL CONDITIONS OF APPROVAL FOR TRACT 7586 81. The Developer shall comply with the Subdivision PW Ongoing Map Act, the City of Dublin Subdivision, and Grading Ordinances, the City of Dublin Public Works Standards and Policies, and all building and fire codes and ordinances in effect at the time of building permit. All public improvements constructed by Developer and to be dedicated to the City are hereby identified as "public works" under Labor Code section 1771. Accordingly, Developer, in constructing such improvements, shall comply with the Prevailing Wage Law (Labor Code. Sects. 1720 and following). 82. The Developer shall defend, indemnify, and hold PW Ongoing harmless the City of Dublin and its agents, officers, and employees from any claim, action, or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory agency, appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City related to this project (Tract 7586) to the extent such actions are brought within the time period required by Government Code 20 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: Section 66499.37 or other applicable law; provided, however, that The Developer's duty to so defend, indemnify, and hold harmless shall be subject to the City's promptly notifying The Developer of any said claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceedings. 83. In the event that there needs to be clarification to PW Ongoing these Conditions of Approval, the Director of Community Development and the City Engineer have the authority to clarify the intent of these Conditions of Approval to the Developer without going to a public hearing. The Director of Community Development and the City Engineer also have the authority to make minor modifications to these conditions without going to a public hearing in order for the Developer to fulfill needed improvements or mitigations resulting from impacts of this project. AGREEMENTS AND BONDS 84. The Developer shall enter into a Tract Improvement PW First Final Map Agreement with the City for all public improvements and Successive including any required offsite storm drainage or Maps roadway improvements that are needed to serve the Tract that have not been bonded with another Tract Improvement Agreement. 85. The Developer shall provide performance (100%), PW First Final Map and labor & material (100%) securities to guarantee and Successive the tract improvements, approved by the City Maps Engineer, prior to execution of the Tract Improvement Agreement and approval of the Final Map. (Note: Upon acceptance of the improvements, the performance security may be replaced with a maintenance bond that is 25% of the value of the performance security.) FEES 86. The Developer shall pay all applicable fees in effect PW Zone 7 and at the time of building permit issuance including, but Parkland In- not limited to, Planning fees, Building fees, Dublin Lieu Fees Due San Ramon Services District fees, Public Facilities Prior to Filing fees, Dublin Unified School District School Impact Each Final fees, Public Works Traffic Impact fees, Alameda Map; Other County Fire Services fees; Noise Mitigation fees, Fees Required Inclusionary Housing In-Lieu fees; Alameda County with Issuance Flood and Water Conservation District (Zone 7) of Building Drainage and Water Connection fees; and any other Permits fees either in effect at the time and/or as noted in the 21 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: Development Ae'reement. 87. The Developer shall dedicate parkland or pay in-lieu PW Prior to Each fees in the amounts and at the times set forth in City Final Map of Dublin Resolution No. 60-99, or in any resolution revising these amounts7 and as implemented by the Administrative Guidelines adopted by Resolution 195-99. PERMITS 88. Developer shall obtain an Encroachment Permit from PW Prior to Start of the Public Works Department for all construction Work activity within the public right-of-way of any street where the City has accepted the improvements. The encroachment permit may require surety for slurry seal and restriping. At the discretion of the City Engineer an encroachment for work specifically included in an Improvement Agreement may not be required. 89. Developer shall obtain a Grading! Sitework Permit PW Prior to Start of from the Public Works Department for all grading Work and private site improvements that serves more that one lot or residential condominium unit. 90. Developer shall obtain all permits required by other PW Prior to Start of agencies including, but not limited to Alameda Work County Flood Control and Water Conservation District Zone 7, California Department of Fish and Game, Army Corps of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. SUBMITTALS 91. All submittals of plans and Final Maps shall comply PW Pri or to with the requirements of the "City of Dublin Public Approval of Works Department Improvement Plan Submittal Improvement Requirements", and the "City of Dublin Plans or Final Improvement Plan Review Check List". Map 92. The Developer will be responsible for submittals and PW Prior to reviews to obtain the approvals of all participating Approval of non-City agencies. The Alameda County Fire Improvement Department and the Dublin San Ramon Services Plans or Final District shall approve and sign the Improvement Map Plans. 93. Developer shall submit a Geotechnical Report, which PW Prior to includes street pavement sections and grading Approval of recommendations. Improvement Plans, Grading Plans, or Final Map 22 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: 94. Developer shall provide the Public Works PW Pri or to Department a digital vectorized file of the "master" Acceptance of files for the project when the Final Map has been Improvements approved. Digital raster copies are not acceptable. and Release of The digital vectorized files shall be in AutoCAD 14 Bonds or higher drawing format. Drawing units shall be decimal with the precision of the Final Map. All objects and entities in layers shall be colored by layer and named in English. All submitted drawings shall use the Global Coordinate System of USA, California, NAD 83 California State Plane, Zone III, and U.S. foot. FINAL MAP 95. The Final Map shall be substantially in accordance PW Pri or to with the Tentative Map approved with this Approval of application, unless otherwise modified by these Final Map conditions. Multiple final maps may be filed in phases, provided that each phase is consistent with the tentative map, that phasing progresses in an orderly and logical manner, and adequate infrastructure is installed with each phase to serve that phase as a stand-alone project that is not dependent upon future phasing for infrastructure. 96. All rights-of-way and easement dedications required PW Pri or to by the Tentative Map including the Public Service Approval of Easement shall be shown on the Final Map. Final Map 97. Street names shall be assigned to each public/private PW Pri or to street pursuant to Municipal Code Chapter 7.08. The Approval of approved street names shall be indicated on the Final Final Map Map. 98. The Final Map shall include the street monuments to PW Monuments to be set in all public streets. be Shown on Final Map and Installed Prior to Acceptance of Improvements EASEMENTS 99. The Developer shall obtain abandonment from all PW Prior to applicable public agencies of existing easements and Approval of right of ways within the development that will no Improvement longer be used. Plans or Appropriate Final Map 100. The Developer shall acquire easements, and/or obtain PW Prior to rights-of-entry from the adiacent propertv owners for Approval of 23 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: any improvements on their property. The easements Improvement and/or rights-of-entry shall be in writing and copies Plans or furnished to the City Engineer. Appropriate Final Map GRADING 101. The Grading Plan shall be in conformance with the PW Pri or to recommendations of the Geotechnical Report, the Approval of approved Tentative Map and/or Site Development Grading Plans Review, and the City design standards & ordinances. or Issuance of In case of conflict between the soil engineer's Grading recommendations and City ordinances, the City Permits, and Engineer shall determine which shall apply. Ongoing 102. A detailed Erosion Control Plan shall be included PW with the Grading Plan approval. The plan shall include detailed design, location, and maintenance criteria of all erosion and sedimentation control measures. 103. Tiebacks or structural fabric for retaining walls shall PW Prior to not cross property lines, or shall be located a Approval of minimum of 2' below the finished grade of the upper Grading Plans lot. or Issuance of Grading Permits, and Ongoing 104. Bank slopes along public streets shall be no steeper PW Prior to than 3: 1 unless shown otherwise on the Tentative Approval of Map Grading Plan exhibits. The toe of any slope Grading Plans along public streets shall be one foot back of or Issuance of walkway. The top of any slope along public streets Grading shall be three feet back of walkway. Minor exception Permits, and may be made in the above slope design criteria to Ongoing meet unforeseen design constraints subject to the approval of the Citv Engineer. IMPROVEMENTS 105. The public improvements shall be constructed PW Pri or to generally as shown on the Tentative Map and/or Site Approval of Development Review. However, the approval of the Improvement Tentative Map and/or Site Development Review is Plans or Start not an approval of the specific design of the drainage, of sanitary sewer, water, and street improvements. Construction, and Ongoing 106. All public improvements shall conform to the City of PW Prior to Dublin Standard Plans and design requirements and Approval of as approved by the City Engineer. Improvement Plans or Start of 24 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: Construction, and Ongoing 107. Public streets shall be at a minimum 1 % slope with PW Pri or to minimum gutter flow of 0.7% around bumpouts. Approval of Private streets and alleys shall be at minimum 0.5% Improvement slope. Plans or Start of Construction, and Ongoing 108. Curb Returns on the Upper Loop Road and Croak PW Pri or to Road shall be 40-foot radius, all internal public Approval of streets curb returns shall be 30-foot radius (36-foot Improvement with bump outs) and private streets/alleys shall be a Plans or Start minimum 20-foot radius. of Construction, and Ongoing 109. Any decorative pavers installed within City right-of- PW Prior to way shall be done to the satisfaction of the City Approval of Engineer. Where decorative paving is installed at Improvement sigpalized intersections, pre-formed traffic signal Plans or Start loops shall put under the decorative pavement. All of turn lane stripes, stop bars and crosswalks shall be Construction, delineated with concrete bands or color pavers to the and Ongoing satisfaction of the City Engineer Maintenance costs of the decorative paving shall be the responsibility of the Homeowners Association 110. The Developer shall install all traffic signs and PW Pri or to pavement marking as required by the City Engineer. Occupancy of Units or Acceptance of Improvements 111. Street light standards and luminaries shall be PW Pri or to designed and installed per approval of the City Occupancy of Engineer. The maximum voltage drop for streetlights Units or is 5%. Acceptance of Improvements 112. All new traffic signals shall be interconnected with PW Pri or to other new signals within the development and to the Occupancy of existing City traffic signal system by hard wire. Units or Acceptance of Improvements 113. The Developer shall construct bus stops and shelters PW Pri or to at the locations designated and approved by the Occupancy of LA VTA and the City Engineer. The Developer shall Units or pay the cost of procuring and installing these Acceptance of improvements. Improvements 25 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: 114. Developer shall construct all potable and recycled PW Pri or to water and sanitary sewer facilities required to serve Occupancy of the project in accordance with DSRSD master plans, Units or standards, specifications and requirements. Acceptance of Improvements 115. Fire hydrant locations shall be approved by the PW Prior to Alameda County Fire Department. A raised reflector Occupancy of blue traffic marker shall be installed in the street Units or opposite each hydrant. Acceptance of Improvements 116. The Developer shall furnish and install street name PW Pri or to signs for the project to the satisfaction of the City Occupancy of Engineer. Units or Acceptance of Improvements 117. Developer shall construct gas, electric, cable TV and PW Prior to communication improvements within the fronting Occupancy of streets and as necessary to serve the project and the Units or 'future adjacent parcels as approved by the City Acceptance of Engineer and the various Public Utility agencies. Improvements 118. All electrical, gas, telephone, and Cable TV utilities, PW Prior to shall be underground in accordance with the City Occupancy of policies and ordinances. All utilities shall be located Units or and provided within public utility easements and Acceptance of sized to meet utilitv companv standards. Improvements 119. All utility vaults, boxes and structures, unless PW Pri or to specifically approved otherwise by the City Engineer, Occupancy of shall be underground and placed in landscape areas Units or and screened from public view. Prior to Joint Trench Acceptance of Plan approval, landscape drawings shall be submitted Improvements to the City showing the location of all utility vaults, boxes and structures and adjacent landscape features and plantings. The Joint Trench Plans shall be signed by the City Engineer prior to construction of the joint trench improvements. CONSTRUCTION 120. The Erosion Control Plan shall be implemented PW Ongoing as between October 15th and April 15th unless Needed otherwise allowed in writing by the City Engineer. The Developer will be responsible for maintaining erosion and sediment control measures for one year following the City's acceptance ofthe subdivision improvements. 121. If archaeological materials are encountered during PW Ongoing as construction, construction within 100 feet of these Needed materials shall be halted until a professional 26 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: Archaeologist who is certified by the Society of California Archaeology (SCA) or the Society of Professional Archaeology (SOPA) has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures. 122. Construction activities, including the maintenance PW Ongoing as and warming of equipment, shall be limited to Needed Monday through Friday, and non-City holidays, between the hours of 7:30 a.m. and 5:30 p.m. except as otherwise approved by the City Engineer. Extended hours or Saturday work will be considered by the City Engineer on a case-by-case basis. 123. Developer shall prepare a construction noise PW Prior to Start of management plan that identifies measures to be taken Construction; to minimize construction noise on surrounding Implementation developed properties. The plan shall include hours of Ongoing as construction operation, use of mufflers on Needed construction equipment, speed limit for construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be included in the project plans and specifications. 124. Developer shall prepare a plan for construction traffic PW Prior to Start of interface with public traffic on any existing public Construction; street. Construction traffic and parking may be Implementation subject to specific requirements by the City Engineer. Ongoing as Needed 125. The Developer shall be responsible for controlling PW Ongoing any rodent, mosquito, or other pest problem due to construction activities. 126. The Developer shall be responsible for watering or PW Prior to Start of other dust-palliative measures to control dust as Construction; conditions warrant or as directed by the City Implementation Engineer. Ongoing as Needed 127. The Developer shall provide the Public Works PW Prior to Department with a letter from a registered ci viI Issuance of engineer or surveyor stating that the building pads Building have been graded to within 0.1 feet of the grades Permits or shown on the approved Grading Plans, and that the Acceptance of top & toe of banks and retaining walls are at the Improvements locations shown on the approved Grading Plans. NPDES 128. Prior to any clearing or grading, the Developer shall PW Prior to Start of provide the City evidence that a Notice of Intent Any (NOI) has been sent to the California State Water Construction Resources Control Board per the requirements of the Activities 27 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. 129. The Storm Water Pollution Prevention Plan (SWPPP) PW SWPPP to be shall identify the Best Management Practices (BMPs) Prepared Pri or appropriate to the project construction activities. The to Approval of SWPPP shall include the erosion control measures in Improvement accordance with the regulations outlined in the most Plans: current version of the ABAG Erosion and Sediment Implementation Control Handbook or State Construction Best Prior to Start of Management Practices Handbook. The Developer is Construction responsible for ensuring that all contractors and Ongoing as implement all storm water pollution prevention Needed measures in the SWPPP. 130. The Homeowner's Association shall enter into an PW Prior to First agreement with the City of Dublin that guarantees the Final Map; perpetual maintenance obligation for all storm water Modify as treatment measures installed as part of the project. needed with Said agreement is required pursuant to Provision Successive C.3.eji of RWQCB Order R2-2003-0021 for the Maps issuance of the Alameda Countywide NPDES municipal storm water permit. Said permit requires the City to provide verification and assurance that all treatment devices will be properly operated and maintained. This condition shall not apply if the water quality treatment measures are maintained by a GHAD or other public entity. FIRE 131. The radius for emergency vehicle turns shall be based F Pri or to on a 42 ft. radius. The roundabouts shall be designed approval of to allow fire apparatus to turn without traveling into Final Map opposing traffic. 132. Hydrants shall have an average spacing of 400 ft on F Pri or to centers. The hydrants shall be a maximum of 225 approval of feet from any point on a street or driveway used for Final Map emergency vehicle access. UFC appendix IlIA and B. The applicantlDeveloper shall construct all new fire hydrants in accordance with the ACFD and City of Dublin requirements. No parking is allowed within 7 Yz feet of a fire hydrant. 133. Emergency vehicle access roadways must have a F Prior to minimum unobstructed width of 20 feet (14 feet for approval of one way streets) and an unobstructed, vertical Final Map clearance of not less than 13 feet 6 inches. The 28 NO. CONDITION TEXT 134. radius for emergency vehicle turns shall be based on a 42 ft. radius. Roadways under 36 feet wide shall be posted with signs or shall have red curbs painted with labels on one side; roadways under 28 feet wide shall be posted with signs or shall have red curbs painted with labels on both sides of the street as follows: "NO STOPPING, FIRE LANE - CVC 22500.1". CFC 902.2.2.1. The following additional conditions apply to sheet 2 dated 9-21-05: a. No parking is allowed on the upper loop road in both 20 ft wide roadways. b. No parking is allowed on one side of the 32 ft wide upper loop road at corridor crossing. c. No parking on the Croak Road north of street PP in both 20 ft wide roadways. d. No parking is allowed in the 20 feet wide portion of the street shown in section BB. The maximum dead end emergency vehicle access road without an approved turn around is 150 feet. Cul-de-sacs that are needed for an emergency vehicle access turn around shall be a minimum of 80 feet with no parking. CFC902.2.2.4. Comply with the parking shown on sheet 23 dated 9-21-05 except as follows: a. Courts D, E and F shall have an 80 ft. clear bulb not including the parking in the bulb. The following number of access roads shall be provided per the Dublin Fire Code (based on the start of construction): a. One public or private road when there are up to 25 units. b. One public or private roadway and one EVA that is remotely located when there are between 25 and 75 units. c. Two public or private roads that are remotely located when there are over 75 units. All portions of the exterior walls of the homes shall be within 150 feet of an emergency vehicle access road. The distance is measured as someone would be able to walk and shall consider parked cars. Sloped areas beyond the access roads needed for emergency access shall be permanent walkway or stair as required by the Fire Department. CFC 902.2.1, 902.3.1 The maximum grade allowed for a Fire Department access road is 12%. CFC Appendix 135. 136. 137. 29 RESP. AGENCY F F F F WHEN REQ'D Prior to: SOURCE Pri or to approval of Final Map Prior to approval of Final Map Pri or to issuance of Building Permits Prior to issuance of NO. CONDITION TEXT 138. All emergency vehicle access roads (first lift of asphalt) and the public water supply including all hydrants shall be In place pnor to vertical construction or combustible storage on site. 139. The minimum fire flow design shall be 2000 gallon per minute at 20 psi residual as required by CFC Appendix IlIA. Raised blue reflectorized traffic markers shall be epoxied to the center of the street opposite each hydrant. Fire flow shall have a minimum 2 hour duration. The homes that are adjacent to open space or undeveloped land shall comply with the Wildfire Management Plan as specifies in the conditions of approval. The following is a partial list of the requirements of the Wildfire Management Plan: a. The homes shall be provided with an automatic sprinkler system. b. The roof covering shall be class A. c. The underside of the eaves shall be one hour rated. d. The exterior wall shall be one hour rated on the side facing the open space. e. The exterior doors shall be non-combustible or solid core 1 % inch thick. f. Attic vents or other vent openings shall not exceed 144 sq. in. and covered with non- combustible corrosion resistant mesh with openings not to exceed t¡., inch. g. Fences constructed of combustible materials shall be separated from the perimeter of buildings containing habitable by connecting to buildings with a masonry pilaster as shown in the Wildfire Management Plan. Pilaster are not required if a noncombustible fence is provided on the side(s) facing the open space and additional 10 feet towards the home. h. Comply with the vegetation requirements. See items # 8, 9 and 10 below. The landscape plans for home adjacent to open space or undeveloped land comply with the standards for vegetation establishment and maintenance as required in the Wildfire Management Plan: a. Plants within 3 feet of the homes shall be irri!7ated flowers only. The area within 3 feet 30 140. 141. RESP. AGENCY F F F F WHEN REQ'D Prior to: Improvement Plans Prior to issuance of Building Permits SOURCE Prior to issuance of Building Permits Pri or to issuance of Building Permits for affected lots Pri or to issuance of Building Permits for affected lots NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: shall have non-combustible materials only (no combustible mulch). b. Plants 3 to 15 feet from the home shall only be those listed for use in Areas A and B in the plant species table. c. Trees shall be a minimum of 4 feet from the homes. Trees between 4 ft and 30 feet of the homes shall have a minimum of 10 feet between crowns. The trees shall be limited to those types listed for use in Areas B through D in the plant species table. d. Plants 15 to 30 feet from the home shall only be those listed for use in Areas A through C in the plant species table. e. The distances increase for areas with slopes over 30%. See the Wildfire Management Plan. 142. The landscape shall be maintained year round to F Ongoing in comply with the Wildfire Management Plan. Trees conformance between 4 and 15 feet from the homes shall have with the their limbs pruned 10 feet from grade or 1/3 of the Wildfire total live crown height. Trees between 15 and 30 feet Management from the homes shall have their limbs pruned 6 to 10 Program feet from grade. The distances increase for areas with slopes over 30%. See the Wildfire Management Plan. 143. Grasses in the undeveloped land shall be kept mowed F Ongoing on a to a height of 4 inches in the Fire buffer zone. The yearl y basis in fire buffer zone is defined as follows: conformance a. 15 feet beyond the maintenance road. with Fire b. 45 feet beyond the fence lines where there is Department no maintenance road. regulations c. 15 feet beyond the public roads. d. The buffer zone shall be defined by a non- combustible fence. 144. The ApplicantlDeveloper shall comply with all F Ongoing Alameda County Fire Department (ACFD) rules, regulations, City of Dublin standards, including minimum standards for emergency access roads and payment of applicable fees including City of Dublin Fire facility fees. 145. Automatic sprinklers shall be provided throughout F Pri or to homes that are 3 or more stories or exceed 5000 sq ft. issuance of as required by the Dublin Fire Code. Include the Building garage area when calculating the sq. ft. of a home. Permits for affected lots 31 NO. CONDITION TEXT RESP. WHEN SOURCE AGENCY REQ'D Prior to: 146. The project shall comply with Uniform Building and F Ongoing Fire Codes as adopted by the City of Dublin PASSED, APPROVED, AND ADOPTED this sth day of November 2005. AYES: Cm. Fasulkey, Chair Schaub, Commissioners, Wehrenberg, Biddle, King NOES: ABSENT: ABSTAIN: ú/ M~' Planning Commission Chair A Comm nity Development Director G:\PA#\2004\04-040 ED PO Specific Plan Amendment\PC\Resolutions\PC Reso VTMap.doc 32 DOOLAN WEST ASSOC~ TES 985-0028-001 ~-------------------~ I sHr: 5 ™ .. .. --.. - ....:..-..-..-..-..-.---.-----..1'-- I ) II I // !I I OR9:5':'~~~~~i2 lie .// PARCEL A ,I I ./ 53.1> AC. 11 ./ , 1./ il I .' II j~<. !I I -'. .- PARCELB 'I ' ....... 51.8:1: At. : ~ -----~ 15,.4 -- i~ II Ii II Ii IL - _______.ll I II I ~ I ~ I II -~ .::- - --'fiHT:-71'fii---::-- -::"='-=-=--::--=-="='=--::--=-=-1 ... PARCEL D I &9.8:tAC. ---------1 -------tI II :1 II II II 11 II il h_h_.._____h_.._..jl _____~_______.J CROAK ' 905-0002-002 ~ -- TIiIS WP ASSUIll(S A 15\1: ACRE: LOT liKE AOJUSTMENT WITH DR ACOVfSITlON. LtC THE VlTIlolAT( AOJlISTED WEST aoUNDARY LINE IS SHOWN ON THIS MAP WITH RtFERENC[ TO THE FUTURE RECORDED DOCUl,I[NT. DR AcaUISITION, llC 985-0029-020 MUEHLHAUSER 905-0003-012 ADJUSTED BOUNDARY PER LOT UNE ADJUSTIIENT ll.A-05_ """" ..,,'- 8W Cl IlRCCHOA El EVA[ Fe FIL GHAO HOA HI' "" LP p PlJ[ RW ROW so 50[ SIlO ss Te TO TW . \ BOTTOY or WALL \ CENTER UN( OOBllN RANCl-l GOlF COURSE HOl!l[OWN[RS' .assoc. ELEVATIOH EWERG[NCf V[HIClE ACCESS EASEMENT nNlSHED GROUND flOWLINE GEOlOGIC HAZARDS ABAT[I,l[Nl DISTRICT H(ltolECTlN:RS' ASSOCIATION """""NT ItM'" lOW POINT PAD ELEVATION PU8l.IC UTIlITY (ASOlENT R(CLMI(D WATER RlGl-n Of WAY STORWOAAIN SlORU DRAIN EASEMENT STORM OFWN cn-SlTE (UNDEVUoPED RUNQrF) SANITARY SEWER TOP or CURB TOP or GRATE (INlET) TOP Of WAll WATER WNW ABBREVIA TIONS o 200 400 BOO ~ SCALE;'-=4QO' --- LEGEND EXlSTINC/BY mHfRS = --0-- ,,_-@-,-o---- . -~-.- -----...0---'--- '* SUBDMSION BOUNDARY SANlTAIN SEW[R AN!) MANHOLE STORM DRAIN, MANHOlE It CURB INLET nElD INLET ElEClROUER WATER WAIN It VAlV( FIRE HYORAN'J * """"'"" VICINITY MAP " " . . WAIER UAIfrl Blow-err IO-28-2OO!I l$:O~ plolliver P:\19149\I-mop\subrnill",-'o-2o-0!5.-_~\lmOl-1S86.cIw'!l PROPOSED PARCEL OWNER PARCEtA """ PARCIlB """ PARCElC """ PARCEL 0 """ PARa:lE 0lY fS WaJN PAAa:tF ON f6 OUBUN ""'LO ERAODOCXNtOlOCNt PARCEL H """ PARCtll IlRNJOOO(N(lLO('.Nt PNKIlJ "" ""'l' """ ""'LL BRADDOCK I: lOC'.lH PAllen M EllOODOOlI:LClC'.Nt PAROl N "" PARCEL 0 "" PARCELl' "" pAAC(t 0 "" pMC(t Ii "" PARCELS "" PARellT "" PMC(l U "" PAROl V "" p""" . "" PMall "" PAIlCIlY "" PAAC(ll "" PARalN. "" PAllen lIB "" ""'La; "" PARCEtDD "" PAROl IT """ PAAatFF """ PAROl CC IlRNJOOO( i lOGAN PARCI1Ifl BRADOOClCaLOGNol p""", ElRADOOCKI:LClCN't PARC{lJJ "" PMell1CK "" PARC(lU "" DOOLAN EAST ASSOCIATES 905-0002-004 DESCRIPTION MAINTAINED BY """ """ """ """ OTYOF"OOllIH 0lY (J DUatl lllW:lDOCXN<<lt~ """ """ "" """ IlRADOOOtNlJtOColH """ "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" """ """ """ """ """ "" "" "" OF BENCH PROPOSED USE R\JRoIt.RESClENTW./~TuRE Cf'(NSPACE (ftNSPACE RUAA.RESlOENTlAl!AGRICU.TlIl[ NElGH9tRtlXl)SOl..tNf: N(IGHEKJItlOlX)PARK 5CHOOl(O.U.s.D.) Cl'(HSP,I([ lOffODlSl1YIlESUHT\t( ~ WATER QUltI1Y fACIJlY SOI-puElIcsm: LOW 00CSllY RE5aNl\lll """""'0; ~ """"""'" """""'0; """"""'" """"""'" """"""'" """"""'" """"""'" ~ ~ """"""'" """"""'" """"""'" ~ ~ """"""'" WAlEROUILJTYFOJTY _TEROLW.lTYfACllTY LOW OENSflY RESUNTw.. fUlURE SJ1lm fUTlR STRUT I.AHOSCN'I(; \ WATER OtIAUTY """"""'" """"""'" MARK Chorocter 01 WorIc: N G S bench morlt disk Slom~V 1257 1974 Oetoileddescription: 5.05 miles eosl oIonq Interstote Highwoy 580 from the jU/lCtion 01 Foothil Rood at Dublin, 5.65 miles HSl. of I.iverlOOl'e, 0.35 mile east of lhe junction 01 [I Chorro Rood, 42 leet south of the SO\llh most center line cllhe east bound high-.oy lanes, 8J feel east of lighl pole 09382, in the top of the southeast corner cI 0 3- by 4-1001 COl'lCrete cotch bCIsin with 0 metol grole,3.2leel north 01 the southrigIM cI woy lence.O.3 lootnorllwrnl 01 lnesoulheosl comer 01 the colen bosin, ond obout 2 IHt 10_ than tbe highwoy Iones. Elevolion 356.458 feel. oboYe meon sea level. CONTOURS SHOWN NIl. fROtol AERW. SURVEY. flOWN 4-13-99. BY AWERlCAN AERIAl SlIl'YEYS. IHC. GOlF COlJRS[ CONTOURS PER PROPQS[D GIOOINC PlAHS, fEBRl.J,IRY 5. 200t TENTATIVE MAP NOTES: 1) N'PlICANT/OWNER: 8RADOOCX AND LOGAN SEIMC(S rt<<:. 4155 BlACKHAWK PlAZA CR., SUITE 201 ONMlLE. c,t. 94506 CONTACT: JEFFREY V.WRE~ (925) 736-4000 2) EtfGlNEER: lMCKAT &: SOMPS 5142 FlWtKl'" DRIVE. SUITE a PlEASAHTON. c,t. 94!lll8 (925) 225-0690 CONTACT: w.RI( McCLEllNt 3) c[0TECHNICAI. 0fG[0 ENGINEER: 2010 CROW CANYON PlACE, SUITE 250 SN4 RAUClN, c,t. 94583 (925) 866-9000 CONTACT: DOH BRUGCERS 4) MUS SUBJECT TO INUNDATION: HONE 5) AREA; 485.4t ACRES 6) ASSrSSOR'S PARCH 1MlIBER: 985-0028-002 (FALLON ENTERPRISES) 905-0002-003 (ElRAOOOCl< AND lOGAN) 7) WATER/SEWER SYSTEM TO BE IHSTAlU:O IN CartfORWl<<:E WlTtI ~ SAN RAMON SERVICES DISTRICT (OSRSO) STANOARDS. 8) 0RAItAG[ TO BE IHST.tUEO IN CONFORI.WlCE WITH CITY or OUB..H STANOAROS. 9) GAS &: ELECTRICITT TO BE t1ST.tUED '" CONFClRMAHC[ WITH PAOne CAS &: ELECTRIC STANDARDS. 10) TnrPHONE TO BE INSTAlLED IN CONF~ WITH sac 51""",,,,- II) STRUT It.I'R(MWENTS PER CITY or 0UIll.f4 STANlWltlS AND THE STAGE 2 P.o. REZONE. STRE[TS TO BE PU8UC. 12) EXlSTItfG lONtfG: PflElONED PO-lOW O(NSlTT RESlO(N1W., PO-Of>[N SPACE. ~:~~~~=:'~4~j)~~~~rJr COU&) &: PD-ELEWfNTART SCHOOl (PO-RRA) (PA96-038) 13) EXISTING lAND USE: RURAl. RESIlEmlAL/AGflICUl.TURE. <J"(N SPA(:[ (GOLF COURSE) 14) PROPOSED lJM) LIS[~ SINGLE FAIiI1I.Y R[SIlENTIAL - I04J lOTS lOT SlZE - 3,200 so. n. WIN.. RUIW. RESIDENTIAL/AGRICUlTURE. NEIGHBORHOOD PARK, NEIGHBORHOOD SOUARE, ELEWENTART SOfOCl. I: OPEN SPAt(. IS) ~TOUR INIERV..... IS 2 FrET. THE ELEVATION ~TlN IS PER ,tU,l,I(~ COUNTY 8EMCH ~S. THE TCPOGRAPH't' IS BASED ON AERW. Fl.IGHT I:lCf€ APRIl 13, 1999 EN ..w[RICAN AtRIAl. SUfMYS. IN<:. ~ GOlF COlRSE CONTOLRS PER PROPOSED CfOCII<<> Pl.At6. FrBR\.Wtr 5. 2001 16) UNlESS OTHERWISE SPECf"ICAU.Y STAI[O IN THE CONOlTIONS C'E APf'ROoIAL. lOCAl. AGENCY APPROVAl.. C'E THIS MAP SHAll CONSTlTUTE AN E~SSED FINDItC ~T THE PROPOSED DMSlON AND O(\o{LOf'UENT or Tt€ PROPERTY Wl.l NOT UNREASONABlY INTERFER[ WITH THE FREE AND CCIllPlETE EXfRClS[ C'E RIQiTS DESCRlBEO IN OO'iERmlENT COOE SECTION 664J6(oXJ)(A)(i). 17) UTILITY SIZES At<<) lOCATION. STREET GRADES AND lOT OlWENSlOHS ARE PR(Ut.llNARl" AND SUBJECT TO FINAl. ENGINEERING DESIGN AND HOUSE P1.0TTIHC. 18) IMUIINC 5tT8ACKS ARE ESTAIl.lSHED BY STAGE 2 PO. SlTt O(Y(lOAl[NT STANDAROS rOR THE PROJECT ESTAa.lSHED BY STAGE 2 PO. 19) .6J.l SEWER AND ....TER MAttS ARE ~ UNlESS NOTED. AU. STORW DRAINS ARE 24" UNlESS NOTED OR I>S DETERMINED BY fiNAL ENGIt€ERlNGDESICN. lO) SEE SHEET 2 FOR STREET SECTIONS. 21) .6J.L FA(:[ or CURB RETURN RAOlI ARE J5', UNLESS ON RUIW. STRf:ET CUL-DE-SACS WHERE RAOIl ARE .30', OR UHLESS OTH(RWIS[ NOTED. 22) THE APPlICANT RESEfMS THE OPTIOM TO PHASE THE t.lAPPffC AND CONSTRUCTION or THIS PROJECT IN VMlOJS COW8lKt.naG or fltw. MAPS/TRACl OEVElOl'[R ACRE[NENTS IHJ/OR IMPROVEMENT PlAHSjlMPROVD.IENT .lGR[E!,I[NTS, .6J.l I>S APf'RO\{O BY THE DIRECTOR or PUBlIC WORKS. INDEX OF SHEETS I IHDEX/CMR StEEl 2 VESTING TENTATNE YAP 3 VESTN; TENTATIVE YAP 4 VESTWG TENTATM: MAP 5 VESTNi TENTATI\{ MAP 6 V[STN; TEHTATM YAP 7 Y[STI<<; TENTATM: MAP 8 PRfLUWRr GROte PlAN: II)[)C/COVER SHEET 9 PREllMtWfY GRADHG PlAN: OCTAl.S/SECTIOHS 10 PREI.AIfitRY GIWlIiG PlAN: ()[lAl.S/SECOONS II PREllMINNn" GRO<<; PlAN 12 PRE1MtWN' GRADHG PlJH 13 PFlELUMIrRY QWJNG PlAN '4 PFlEl.IIIIIWtY GRO<<> PlAN 15 GRO<<; PlAN '6 PIAN 17 IJY PI.M 18 TO OUII.~ ~ GOLF COURSE HCU 'II 19 NT TO TRACT 7142 20 21 CORNER LOTS {)(!WtHl fROM STREET [XIf8TS . l 23 EXIf8IT Mf~ 2' ~~~) 25 INT[RII EXtBT ,~Q:.' "~"To).-f.,\ 26 SECOIIlAFlY JtfESjEVA " PHA.SlNG EXHtJT ;.&/11 ~).,~ OCSICNED UIIJ{' !If: SUPEIMSllJ< .... !"'I """", 1"1 ~, ____________________m_________,~~ GAR'r" OSTERHOUT R.C.L 35233 EXPIRES: 09-30-07 ~ ~~ g - o ~ .. ~ ~ .. w ~ ~ ~~~~ _00 ..~~ E'~ ~N aO' .._~;;; _.~e ..-! 5i U~ Ii (/J P<:I E=: 0:; P<:I 0... o 0:;'" o...:?: r-- ZE- <o:U ,-,< o~ .....:17.., 0..2 ~<'" :::;02 ::; .., U ;:.::~ U;> OE=:z ~_ :J Q E=: CD <O:Z6 o:;~ O:<E- 'e..:> P<:Iz '-'- <0: E- .....:I u:l .....:I~ s:;> Z o .....:I .....:I <0: "" SHE[lI~26 19149-10 ~ j T 0' SO' 100' 200' SEE SHEET 3 ---.;c _20'O<l"~a2.21' SCHOO. B SECT!~N A-A SECTION B-B " 20' c........ .....:J PRIVATE DRIVEWAY ~ PARCEL G PROPOSED SCHOOL SITE tlD,O AC SEE SHEET 3 ~ ~ ~ <:}. ~iol:WJ$.;)TW >>'''8' '" .... .... " "g,\ .... \. ND:J'~!hlfEl~.~ .\ . CL POWER .~. ". i TELEPHONBUNES... . TO BI REMOVED ..' . , I """"s. '''''8' i J Ii 11I'0"4' 42"11' 6178 \\ 1\ N2r!>&'5e"W8.11J'~'\\ DUBLIN RANCH GOLF '\' \ COURSE HOMEOWNERS \ ASSOCIATION \ ~'-cr-, 985-0032-006 , ~ \ , .."" "",""", ... TYPICAL CUt-DR-SAC GEOM~RY COURTS DE F H 0 peG HH ENDS OF STREETS BAND .... .~ PARCEL K t3,O AC BIO-RlTEMn01i CElL (2' U: AC) " PARCEL HH tD,06 AC -----~--- N89'51'52"W 2651.00' BNDY, ~p~ .' "' ..., S. \l;U~ , . . ..... '" ..' TYPICAL RURAL CUI -DE-SAC GEOIfIi.TRY COURTS 0 R U X DB RR. SS IT 'IS 20' 20' ~::'ST:' / / (LMTnff PMCn ~~~~~ ,. !IISTlNC 30' ACCESS BSliIT. RE: 26~. 11iI; 337 (TO BE QUrn:LAllIIED BY APP~~R1P EXJSTlNC OLD FAllON RD. R.O..... (ROI ~ TO BE ABANDONED TO DRCCHOil~lJ-t1S[ TRAIl ~ ~ nRST AMERICAN mu: co. I 10' I e' I 8' I ---l!!...!ll~2!...5!__h___. , WlH, , I DRGCHOA) FIRST AMERICAN TITLE CO. . PAAKWAYSTfM> ~WUl.n-USElRI\\. a'18'~ , ,...., OPEN SFW:;[ CORROOR ". W[DII.N! TUR" L>>< TRACT 7142 I~'~ml - ..1! .. ...../ T"" ..... 20" ~'I I "" I I "" "" RESIDENTIAL COI1.F.CfOR NEIGHBORHOOD ~NTRY II MrnlAN (NO PARKING) Sl'REET v (BETlF.EN UPPER WOP RD, AND STRF..:T F) - 72' ROY n.5' 11'" .... I ROW PUBLICS( [AS[lI:Nl/ lNoCSCAPE ,",en " .l!.. NllX: SUM<;E EASElI:NTf lNoCSCAPEPARC(l '" lTtM.THJSE/ ....JDWa ""'SS ... I "" t' I " PORTION or PARCEl. "F- TRACT 7142 REQUIRED AS ADDmONAL RIGHT-Of-Wn (PIR TRACT 7142 PINAL MAP BK 281 PCS. 5-10, PARC!!. ..,. RESERYID FOR FUTURE DlDlCAnON TO CITY OF nUDUM FOR PUBUC STIDT.) UPPER LOOP ROAD (CLASS II COLLECTOR) - 88' ROW ".,." "'" ::::\ ~~\ l.i;fr~ I /;""""',.... /I/~F i"O~ I ROW CROAK ROAD INORm OF STREET PP) - 72.5' ROY ... fi'fl 16" ~lpNGUlf~ 15.1~ " " 2'..' 14' l4" 4' 2' ~~~~~~. "" "" INTERJII IMPROVEMENTS TO CR~AK ROAD (OFFSm:) 40' ROI '" y ~ -. ~ '-:!z .;;;.J ~""'" rJ. (VARl[5:TIWlSI1OtSl ,J,. UPPER LOOP ROAD AT COR~DOR CROSSING - 58' ROI " " '" ROW RESIDEN11AL STREET - 56' ROY WlCAnON OF ADDmONAL RlCHT-Or-WAY REQUIRED FOR FOR ULTUlATI CONNBC110N TO rAU.ON ROAD (FROM FIRST AOJUCAN TITLI co.) ... /7; '_"l~ r;~~ FN5ffNa 18.5' '" 1 '0 1 "I · 1 " 2% ~ - SO<lOl I ..,' :::';"""'1 ~\ /./="""'" I.MOSCAPE~, l/tJlfI)SC.lPE[ASElI:HT ~ I I 1..1! !!.. I I I ~""",J""1 ..' - I ..'.. <llRI<'"O~ .,. .,. RURAl RESIDENTIAL srREET - 46' STR!ET OR CUt-DE-SAC ROY STRF.f.TS 0 R.AA k COURTS J..s. U T R.N 0 RR.1T SSM AND BB ~TSTAIP ~PNI(W.'STRI' IIJLn-USElllAlt.~ /~lA.ln-USEJRAI. ~0"8'14'14'8'~ V I "'_ J" LNlDSCAPEPARCEL-.liI 1~PNlCEl. ,.QI 2% 2% Ifc ~ I - -. ~ 6lT l.u RESIDENTIAL COIJ.F.croR - STREET V IBETIlEN !rrRF.F.T M AND STREET N' - 60' RDW W:;J ItPNllt Raft ROW S1'REKT FF EAST MODIFIED 56' ROI (BF.TIEEN PARK AND SCHOOL) - 48.5' ROW .. APPUCAHT ANTlCIPATES CONNECTING UTJurn:s TO DlmNG FAClIJTIES IN FA1J.ON RD. OR TO PROPOSED ununlS BUILT WITH THIS PROJECT (REFER TO IIASTEll UT1lJ1'Y PLo\N SHEET II a: 17) !QII; JOINt TRENCH rACIL~S MAY BE Pl..AC(O WITHIN PARKWAY STRf'S 8 rEEl AND WIDER. =:n~ ff?::n ~0"8'16"16'lr8'10" 1 t ~~ I I 1 I I I ~1 11 2% r~ ~ I - -. r' I 601' I "" .,. RESlDENTIAL COIHcroR - STREET V (BETWEEN S'l'REET F AND STRUT M) - 84' ROI m =". =;:\ ~~:~~ \ t:t1iJ-:I ~ ~ I- "'. -----J ROll "" MODlnED 56' ROW - 48.5' ROW STREET V (SOUTH OF UPPER LOOP ROAD' STREETS Ua:, .. STREET CC .\: U - MOOIFIED 58' RDW ADJACENT TO OPEN SPACE 'PARKING ON ~Nl SlDEl- 42.5' ROI Sf~ ~~'~ I ..,. .. IOF'[HSPNXctllIRlIJCR JO' ACCESS a- 14.5 ~[ASnlEHl 11.. ~ I I """- 12' un-tr.iE TW./ ROIr WM/[tWtCE ACa:SS ..1! '-~ .- ." 10-211-:1005 U,11:O' plollW~ ~ ~ ~ ~e .. z z ~ ~ ~ ~ ~~o~ . ~ ~ ~ U) -~~ a.'. E~~ ,~ "~ Do' -~" -..i; ...~ 5i U~ Ii U) ~ E=: P::: ~ P-. <0 0 CO P::: It:l P-. r--- E- ZU <>:< ~p:: oE- .....1 -< P-. Z ~< '" ;::s fi' ;"::", ::; -< U;>- u o~ :Z OE- ::; 0< "' <>:E- ::> P:::Z 0 p:)", I E- ~~ ~z .....~ .....E- ~ U) ;>'" ;>- Z 0 ..... ..... <>: ""- SH[[T 20r 26 19'.9-10 SEE SHEET 4 j 1 \ 1 - ~--, 1 \ ~ ~......... _'>.,'" I I . )) ~\ 11". ;iJ ,,-,. ;o;.~..,~~ j,~/ I'll 362 / / ~~ : l f:<,! il~l9 ~393 ~ }O'"' ...~~ ',_ ./ !~.~ IJti. / I \ 392-/ 391 ~ . '".::::''' "'<.,1'. fl' ! / . 363 '" // ": i,,~!380 ~ 6T~. 390 '~, . /1' ~ PARCELU /PARCELJ // ,';)'"'' 6T' "'". ,. ,. 389 "',,, /'1.3"" 'i fo.OBACj \ \ fO.15,ACgjl_1' / I \ ". ,"' '> ," 'to- ", ~ . . 64 ", PARCEL T I' ~ _I, / T" L '-..;/ / ,\~. ~:' 383 384 ". "~" 388. I." /~ '...~:: 3;: " ~ I 1fO'12 AC _I. ..~ I' 629 6,:~ illi .~....:t.. :: .. ~=;;._____.. .+.. .. .. .. .. h / "---- ~ ~ 3B5 ~ 365 35T {',I ~----- f / _- ~-..r;:. ",' '.' ,.. "T-" / / ~R~[~HO~\ ~\ ~- 382 - ~ 538: 387 ".,. /1.', '/ii '... ~ ,,/,.,,-'<. 353 - ,,355 I f /;-~.-;.. \ \: 628 ~ ~ 6~~ ~'I ,I i~~ ~y ~. "1.4.... 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I I . . / I ~ll,.nOWDI'VE1lSI:lN SlR\.lCTUR(fORlMl(R QlJ.IUTYTl!(ATWENi SEE SHEET 6 SEE SHEET 6 0' ~. 100' 200' HI-28-2OO!I 13:22:19 ptalli_ P:\19149\t-mCp\submillaLIO~20-05..~\tm07_75BS.dw9 ~ - a:: .~ g ii ~ .. ~ ~ ~ ~ g cn~g A,'. E~~ .. DO' ut~i: O. .- .~ Si U~ Ii 1fJ ~ E=: 0:: ~ 0...0:0 o ex:> 0::.0 o...r-- E- ZU -<< 0P::: oE- -'l I .: o..z Cd < 0: ;:ge ~~i U;>'" o_z ~E-:J 0<"' -<E-6 O::Z t:O W IE- ~'-' 0Z ::s~ =~ :>w ;> z o -'l -'l -< "'" SHEE'7~26 19'''9-10 ~ -- I------u-u----u---~ ,) / j-------------~------------ I ,/ I DR Am UISrrJON, LLC ,,/ I 985-0029-012 // 1 I MUEHLHAUSER 905-0003-012 , c=-~=~-=::- ~=~-=-_~-:-:.=:-:--==_~_=~_==_~~ E :, I' 'I " 1 I I I 1 I I I , I I I SHT. \5 aP/ 1 ! ---I-!-, I ' I I I I I : , ! s-------------IJ A I · CROAK I 905-0002 -002 SHT. \4 GP -----------------~ ----------, I I , I , I u_u--!-u. FIRST AMERICAN TITLE CD. Z I I : CROAK -----9D5~6D27~!J!55. '-- f.. -..~ -- - ---i9b~l~b~2- LJ.___;-___ I I I I ~--------------------~ J..---0LIl rAWlJl IO.l1) INDEX MAP Scale : I" = 300' 10-28-2005 IJ:JI:~ plollioer P:\1'149\H"op\submlltol_IO-:zo...05..~\qp08_75a6.cl.9 GRADING PLAN NOTES: 1) 1PPl1CANT: BAADOOCK ~o LOGAN SERVICES 1tfC. OWNER: 4155 Bt.ACIOtAWl< PlRA CIA.. SlITE 201 OAN't1lLE. CA 94596 CONTACT: JEFfREY LAWRENCE (925) 736-4000 2) ENGlN(ER: w.ooya: SOIllPS 5142 FRANKUN ORIVE, SUITE B PlEASANTON. CA 9"588 (925) 225-0690 CONTACT: t.IARK McCl.ElLAH 3) CE"OTEOtNICAl E:MCtO EQtEER: 2010 CROW CANYON PlACE:. SUITE 250 SAN RAMON. CA 94583 (925) 866-9000 CONTACT: O(lfrt BRUGGERS 3) PROPOSED CONTOURS SHOWN ON ~ Pl.AH SHEETS ME PREUWINART ONlY FOR GENERAl. REPRESENTATION OF SlOPED GRADING AND OAYUCHT GRADING. .) SEE SHEET 9 a: 10 HlR TYPlCA( SECTIONS. ~ _/ -- - VICINITY MAP LEGEND PROPOSED SUBDMSlON BOuN().tMY --@----a- ----D-h- STORM OIWN, lUHItOLE I: ClIl8 HD rlELD INUJ. STORM ORAW - OPEN SP.ICE + 518.0 PROPOSED CRAll( 1'52.3.5 ''''CRAll( At tA T'r'PIOL CROSS SECTION lOCAT1QN (SEE SttE:OS 9 de 10 rOR SECTlONS) ...1!- STREET GRADE DOOlAN EAST ASSOCIATES 905-0002-004 j -r D' I"""""""""" 300' 600' INDEX OF PREU~INARY GRADING SHEETS 8 tu:X/COYER SHEET 9 OCTAlLS/SECTONS 10 tlTAIlS/SECTONS II PREI.MNARY GfW)lNC PlAN 12 F'RELIUtWfI' GIWllHC PlAH 13 PREllI.IIWrY CRJDItG PI..AN 1<1 PRElJ.INARY GFWlIfC PlAH 15 PRElUNARY GRH)H; PI..AN OCSIGNED UNCI:R THE SlJP[1MSION OF: BY: ______ ._______________________________ GARY OSTERHOUT RCI. 35233 [XPlRES: 09-.30-07 ~ ~.352n j~\ {l'~ ExP. g/YJ!01~ ).1 "{.r~~~ tor c~'...n g 8 .~ & ~ ~~! O~O o . u ~ , u -~g ..;;8 E~... ,- .- DO' cn~ij 00 ..,r Si a~ ..~ Eh en ~ E=: 0:: ~co o..C:O O~ 0:: o..e- u Z": -<~ t.-'I Oz .....:I..: <( ~ 0: ~ "- ;,.::~ Oil g~~ ~o::; ~ ..: <D ..:p::::> o::~a c:q>- Ip:: ~..: ~~ .....:I;:;;; s:.a Zp:: 00. .....:I .....:I -< ~ SH(O 1lC# 26 19149-10 ~ ~ GENERAL NOTES: 1. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL SEDIMENT DURING THE RAINY SEASON. OCTOBER I 70 APRIL 15 AFTER ROUGH GRADlNC HAS BEEN COMPLETED. MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 1$T OF ANY YEAR GRADING OPERATIONS HAVE LEn AREAS UNPROTECTED FROtol EROSION. 2. MAINTENANCE 1$ TO BE PERFORMED AS F"OlLOWS: A. REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION A.T THE END or EACH WORKING DAY. B. SWAlES SHALl BE INSPECTED PERIOOlCAU.Y AND MAINTAINED AS REOUIRED. C. Sit T FENCES. BERMS AND SWAlES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED. D. SEDI...ENl SHAlL BE REMOVEO AND SEDIMENT TRAPS RESTORED TO ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO WITHIN ONE FOOl OF OUTLET ELEVATION. E. SEDIMENT Rt:tr.IOVED FROM TRAP SHALL BE DEPOSITED IN SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL ~T ERODE. J. DuRING THE RAINY SEASON, All PAVED AREAS SHAlL BE KEPT CLEAR or EARTH MATERIAl AND DEBRIS. THE SITE SHAlL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT lADEN RUNOff TO ANY STORM DRAIN SYSTEM. 4. CONSTRUCnON ENTRANCE TO BE PROVIDED AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. 5. INLETS NOT USED IN COti./UNCTlON WITH EROSION CONTROl TO BE BLOCKED UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. 6. AlL EROSION CONTROl MEASuRES SHALL BE IAAlNTAlNEO UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THIS EROSION CONTROL PLAN SHALL BE IAAOE ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE CITY ENGINEER. 7. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL 8. THIS PLAN MAY NOT C()\I[R ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DuE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE UADr TO THE PLAN IN THE fiElD SUBJECT TO THE APPROVAl OF CITY. 9. ALL PADS ARE TO BE BERt.4ED (PER DETAIL) TO PREVENT RUNOFF. 10. STREET GRADES ARE 1X UNLESS OTHERWISE NOTED. 11. SHADING INDICATES AREAS TO RECENt FILL. 1Z. THIS GRADING PLAN ANTICIPATES A BAlANCE BETWEEN CUT AND Fill. NO EXPORT OR IMPORT IS ANTICIPATED. 13. THE GRADING SHALL BE IN CONfORMANCE WITH THE CITY Of DUBLIN'S GRADING ORDINANCE UNLESS OTHERWISE APPROVED. 14. THE INTENT OF THE PREUMINAR'( GRADING PlAN IS TO SHOW THE PROPOSED GRADING fOR THE PROJECT. THE PROPOSED GRADES ARE SUBJECT TO fiNAl. ENGINEERING DESIGN AND CITY RE\I1EW ANO APPROVAl. 15. AlL GRADING IS TO BE ACCOMPLISHED PER THE RECOMMENDATIONS Of A SOILS REPORT AND UNDER THE OBSERVATION Of THE SOILS ENGINEER. 16. ALL LOTS WILL DRAIN TO THE ADJACENT STREET. 17. EXISTING CONTOUR INTERVAL IS AS SHOWN. I B. SLOPES WITHIN LOT AREAS AND ADJACENT lANDSCAPE PARcns ARE TO BE CRADED AT A GRADIENT NOT TO EXCEED 2;1 (HORIZONTAl TO VERTICAL). EXTERIOR SLOPES (OUTSIQf or LOTS) WILL BE CRAQ[D AT A 3;1 GRADIENT WITHOUT INTERMEDIATE SLOPE BENCHES AS REVIEWEO BY THE SOILS ENGINEER. 2.5: 1 SLOPES MAY BE USED IN SELECT AREA BASED ON REMEDlAL CRADING AND SOILS ENGINEER REVIEW. 19. AlL TREES TO BE REMOVED UNlESS OTHERWISE NOTED. 20. THE PROJECT APPLICANT WISHES TO RETAIN THE RIGHT 10 BULK GRAO( THE SITE OR A PORTION OF THE SITE PRIOR TO fiNISHING PADS. mlII; fOR All SIOEYARD RUAlNINC WALLS fHERE ARE FOUR CONDITIONS PROPOSED (SEE SECTIONS BELOW); CONDlTION'1 SlOEYARD RETAINING WAllS 2n OR lESS IN HEIGHT SHAlL BE LOCATED ON P/L WITH STAHDMD WOOD fENCE ON TOP or WAlL CONDInQH'2 SOEYARD RETAINING WALlS GREATER J1WI 2n, UP TO m MAX. SHAll. BE LOCATED SUCH THAT fACE -Of -WAllS ARE A WIN. 3FT rROU P/l WITH sm. WOOD fENCE ON P!L MAX 2;1 SlOP( WILL BE AlLOWEO ND/E RETAINING WAll WITH 1fT OVERBUILD fROM PIt. CONOInQN'3 WHEN PAD DlFTEROHw.s BETWEEN LOTS ARE GREATER T~ Ufl, rtfE AOOITIOtW. SlOPE WILL BE LOCATED EETWEEN THE WAlL AND PROPERTY lINE AT 2;1. mE DOWNHIll lOTS UNDER THIS COHOITION ARE WIDER ltWl THE STANQAAO lOTS TO AC~TE THE AOOITIONAI. SlOPE. STD. WOOD FENCE ON P /l WITH 1fT OVERBUILD FROW P Il. CONomON'4 LOTS 951 AND 952. fACE Of WAll OF Ot€ 3' TAll WALL A Y1NIWUW OF 3' fROM P/l. AN AOOITIONAI. J' TAlL WAlL Sl-W..l BE LOCATt:D AT A DISTANCE DOWNHlU FROI.I THE FIRST WAlL EOUAl. TO TWICE THE DIFfERENTIAL or THE PAD ElEVATION AHD THE BOTT()t,l Of THE FIRST WAlL (REAR YARD RETAINING WAU.S VAFrr IN HI. WITH A WAX. m.) 'IL STD. WOOD J FENCE ON P/L -,'" STO. WOOD rENCE ON P/L HIGH'''' S()EYARQ RETAINING WAll MRE HT. ~ 2' CONDITION .1 2' OR LESS lOW '''' CONDITION '2 lG-28-200!0 lJ:J4.:36 plollN.- P:\I91.9\t-"""'\'~tto'-'O-20-0!>_"'~\Qp09_~6.c1.Q A >J TRAP SIZE: BASED ON 260 so. FT./ACRE: -~ -1lR#OOOCIl"lOCM: '/0 .'" M.!ml([T " STORM INLET SEDIMENT TRAP SECTI~~ A-A NTS "'" .:::,,~ I STREET SUSGRADE ,. CONSTRUCT 4- ClA. WEEPHOLE WITH 1 cu. n. SACt<E:O FILTER MATERIAL 'AD Tr" tfblIINSl~S1r:(ET1 SECTION A-A NTS SECTI~~ B-B "" ."" -----~;----:~~ WlM!DIIIlI1/ICCtSS/!;JCfIll_(SIIl -~- TYPICAL FINISHED LOT GRADING N.T.S. -~- ~ "" ~~...""" ,. "..../// /// ...1!-. . ~/ / /_ ENmtSM.( "" " .... " """ "'-"" (HT.\IMI(S4'1IAI.) SECTION C-C " TYPICAL REAR RETAINING WALL DETAIL NTS (fI[llSFfd:ClJlRO:lR RtrI nsnsrtJR[CIllWl;IlO. TYPICAL LOT BERMING NTS --- SEcr.!.RN D- D ~~-------- - --PAD " ~SlII[n SECTI~~ E-E 10'1'\BJC<:i..FNiC!./ R/W (lM15CN'f.(AS(llNT " IMIllErwa.mSS1llM[5llI. ....,S '" " SECTJ2~ F-F ...,,, ',1 COUPACllON AAtA VARl{S FlAT PAD ITPICAI ~! SECTION 'IL STD. WOOD P/l fOa ON P/l SiO. WOOD P /l rENCE ON P/L '/.IRES BASED ON Pill omROtCE ,. V""S 3'llllN. ,. 3' \. HIGH '''' "., .!<<.: S1DEYARD RETAINING WAll WHERE HT. > 2' UP TO 4' MAX. SlDEYARD RETAINING WAll MRE HT. > 2' UP TO 4'lllAX. 2'-4' lOW PAD CONDlT10N .3 WALL/FENCE CONDITION DETAILS N.T.5. CONDITION ,. 'AD " lRWISrnsllU1 ......../ " "" .'" ..,. R/tr(F[MSPfC( """"' "" .. IlIlMCSIiSimT ~ SECTl2~ G-G 6"~~ &..~6'>tl'W~ OESIGN(D UNDER THE SUPERVISlOti or: &.:l .~~ (IS!! !ii)'''2'3 !';ril \J E~.~~~/Q7J) BY ~oJ'~s'V[~-;;;;J'------------- ~~~~~ r or hPCIII.CllfOSlIll.C1IQNST.u<( ~~CIlI_ml U.IoI8[R ""-"-"'" WATTLES ALONG C/G & SIDEWALK ~~..:I~ ~t::IIOorP .,;.;,;;--",w. '''". ~.~s[~,~ ,~~{?/{";;:'~N/" \:..~~ SECTION A - /& , Ift)rr.. / S1/If/r6Jll.rs.~ SI'IU_YU$E~S_"'13 ()It(;rJNrwvousllClIM~()It"fH(1t.-e'D_ COIAN.l1trHh;Hr, =r-~lIIJN(IFTll1 =;:,~~ro._, : , , '" ," ,,' ~ -~J \."- I- $(}'O_J__ ~ ~~. '.THC~_tllC_~""~TIMT_'I'WOC'" /lI!lOCIlWl;()Itfl"""""OTSCo.lCNrl/Nro_c_,_OT__>'S. 1Hr$"', 1f(QIJI//fTrJ1f'~_~aUWOUrOF/WI'~rND I '::;:'=':~S_11lC 1~:roCNT1W<Cl/Nl'O_C I ~-.,p,_ISIIW"~"_'K I {)(I1€l/N_~srMt:<<'tt>."'(1/lISH{() STONT,....r_IM'DM_D '~_()Itsa>>lC"NT~ r~OTsow-..- ~= '.lI$f"oar__rlPt~ ~-.,p,CUIIII'I1IU7I$IOPIl'D" &nf1I.rSl._s11IIrtrSCGliPlr.1IHt1Ir _mtCMI__AlI_$CtJIIICNIl'O ~-~ ;'~~AU""T(JItDlf'.lll'l.(IW _SCIClII"$1(I1II/lWJOIf. J:~_A'S__~ Nmf(..eH$1(I1II/MWt. SCf)M{Nf_ l3'oa_IIC~_THC _ar_y_mr: SECTION /& - A CURB INLET SEDIMENT BARRIER (BLOCK It GRAVEL) ~ ;; - :5.' 8 - g ~ & o w . u ~ x u w~~ g~~ cn~ -." E~ DC III~ ctf! at Ui C~ E! if.) l:.il e:: IZ l:.il<D o..C:O o:e IZ o..E-< U z< -<~ <:..:ll Oz -'l<< ~ 0: @ ... ;:.::: " ::; Uz<l 0- z ~ c:l ::; ~<" -< p:: ::> 1Z"0 co >0 Ip:: l:.il< <:..:lZ :5- -'l:::>l s:::J 1>'1 Zp:: 00... -'l -'l -< ~ SH[[T9CE2fi 19T49-IO ~ [ f.. E~:: -- ru..,,_ ~.... '''''''''' """""", Tbt (911/ _tIWCE IlCClSS - I!." ,. .. ...- .. -=~ ~ESlIIl'. Nl'.WR(S.-..n. SECTIO!,i", H H SECT~?.s.N J .>>'tnIl(CDlSPMSTIIl.C1I.Il[ l:~~~CMRnolIlH: ------ --- SE~?....N J-J ,., -"- tNfISIOS1R[[l " -"'" SECTI?~ J( - K 'jW rllT.SlIl[(l S' llAWcSTOIISIORICItPCWtllJ" autCTOlMlUlLlNlWoOt CClfCCUlS[STOllIIlIIMl '^ ,., " 1lllMIS----mstll((1 --; 'jW '"'' " ?-...........f~ ',~ ....., , , , '" lIIMIltMIl/JCCESSlSllll' " @i'~ OCSICNED UNOER THE SUPERVISION or: ~~ ~ QS"'!'.:;;j~ /2;:'; ~~ \'i5i1 HI>.3~23J ,;.\ BY, ____ ~\ [Xl'. '/"'I!)1~. GIRt osTERHOOT-RCE3s2JJ-------------- ~~C,~ EXPIRES: 09-30-07 F(~ P:\1914"1-~\submittal_IO-20-0!>_semipubic\9P'O-1586.dw9 SECTI2~ L-L "" " SECTI~~ M .. IO-28-200S 1.':J5:42 ....... "'. PROPOSED PARK '^ ,~~ " 1:RAIHS----roSTll((f "'" ,.." 20'-~' "'" lRiIICT71(2 L/ItlD$(S 11>>IOSlJ" DR~llClllAlOOOCJ:l!lQGlfl I , ,., ---~-~ DMlIIIIQ;c::cfMl[lllOIllS1011C.1l :-'~~A1=tfM SECTI2~ U-u "'1lR~llC,l.NlDS(J" i 1lIWlIlOC~" LOCAIl ... -1'=--~ ,., " IMiS1'OSlll{El -~ // / ~.~/ --.. =IISICAtIl SECTl~,~ N- N "'" ..=~ 1lMJ!iC>>" .. GIlT CW!S[ 14l>>.: 1ftIOOOO[.. LQGIfI '^ '^ I" "'''' _ tx'lOl B(1lO1 -----..... \ \ \ I '-- '^~----- ~.;..~__----- PAD ---- /ii"---- I I' , ............~M(ItIO'ClIt':ttlV///Y" "'- /ICttSSlSlll. "'" II LNrClSOf" I """~ M/ICO.ISIIOI.LLC IiIUOIlOCJ\.tLOGAH" l ~ ~~ ~ P: [":NOl-I~,)t:\'\O I.1W'ISTO _--~~~---------~2-- SECTION v-v ... - / / / / 'jW "'" I I , -_L_ SECTI?~ 0-0 "'" "~lOII.u.tl~ . 1~ItUICMI -." (FWlPOSEDSll,l-P\8.Jtsm:J "" ~."""" .,." 1 ,. " --"- .....- ""''''''' -------__t~ JI~__ SECTJ~T~ 1f-lf DlWNSroHlS101l1CA1.PCfI1~ co.u:C1llN Q DUlI.IN fWCH caJClll.IlSl: SllJlMllRIriIl .....- ""'''''''' gCTI~~ p- p "'" . lNIIlStf" I """~ tJIACll1.6TIDII.U.C EIllIIOOlXXltlClCAll" l 'll _--r<lil "".~ - p-- -'~""" ~///-;;., ~ M.STII:E'I "'" -~ I....~ IIWlOOOlltl(Ql ~~~'fto. . . .11 " -, r.i'./- '''' SECT~~~ Q-Q " 1lUIIOrf~(;r;--- l/tllS1ll(;OUllltRNlCH l;OlrOJl.llS(IRlHIG[ . lAhOSOf" !lItOTI.N(ISQI" llIIN:OIISIllOH.tLCIBllifrOOlX:Kltl~" rt1^ .~~-I "'" ....~ I-~ rIllS! 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I !s : ~~ I I , d go ~~ 01;\ h- 0-28-2005 '4:08:21 tofiwer P: 1914 1- submiUoI_l0-20-05_semi blic Iml8..19-bh-Ml-wnletn- f -NEw. <> <> 0: . 8-- g ):~~ OJ 0 0 ... ... .. w ~ G i5 ~~~~5 r::i Cltoo a.~~ E~J. ::IN onN D~~ ._ON _.~e. .! 51 en C~ E~ ~ en ~ E=: p;:: ~ P-. o p;::co P-.~ l'- zE-< <u ~< o~ .....:ll 0.. c::c:s< ::is :::.:::~ u>- OE=: ~< ~E-< <z p;::~ p:jE-< It.-' ~z ~...... :5&; .....:l~ >>- "<!: z o .....:l .....:l < ~ sour 19 OF 215 19149-10 ~ ~ ~- P /l & FENCE 3' MIN PAD 681.5 4' MIN ~~ '};:'- J4' MAX RET. WAll P SECTION A-A N.T.S. P/l 12' MIN 4' MIN 10' 8' SECTION C-C N.T.S. LOTS WI FRONT RETAINING WALLS INDICATED BY HATCH (SEE NOTE 5 BELOW) P/l 4' MIN 3' MIN PAD 676.4 SECTION B-B N.T.S. . 4' MAX RETAINING WAll LEGEND: o 0 TYPICAL SIDEY ARD WOOD FENCE RETAINING WALL ----- PUELINE P. 676.4 START 2' TIERED B WAlLS AT FENCE RETURN C'TYPICAI. 24' FROM FRONT P IL) ~ FRONT RETAINING WALL DETAIL 0' 5' 10' 1G-28-2OO!t 1!J:46:01 ~ P:\ 19149\I-map\.....,.;UoI_lo-20-GS_semipublic\lM20-e.-'r'Oftt-reloifI-..,e.cMg FRONT YARD RETAINING WALL EXHIBIT VICINITY MAP NTS NOlES: 1. FRONT RETAINING WAllS OCCUR ON STREETS AND LOTS MEETING THE FOLLOWING CRITERIA: LOT WIDTH MINIMUM STREET SlOPE 50' 6.1" 55' 6.7lI: 50' 7.4" 45' 8.2lI: 2. SPOT ELEVATIONS Vim fOR DIFFERENT PAD ELEVATIONS AND STREET SLOPES. 3. HOUSE FOOlPRINTS SHOWN ARE WORST CASE ASSUMPTION WITH FRONT LMNG SPACE AT MIN. 12' FROM FRONT P /L AND GARAGE AT MIN. 19' FROM P /L 4. LOTS THAT tolAY REQUIRE FRONT YARD RETAINING WAllS ARE IDENTIFIED ON THE PRELIMINARY GRADING PlANS a: ON THE VICINITY MAP NlfNE. 5. SOME OF THE LOTS INDICATED /lB(J(f. tolAY NOT REQUIRE FRONT RETAINING WALLS WHEN FINAL ARCHITECTURE DESIGN AND HOUSE PlACEMENT IS COMPLETED DUE TO GRfATER THAN MINIMUM FRONT SETBACK OF THE HOUSE. THIS EXHIBIT IS INTENDED TO SHOW THE WORST CASE OF THOSE LOTS THAT tolAY NEED FRONT RETAINING WAlLS, BASED ONLY ON STREET SLOPE. 20' . In ~~ ie .~ II. 2J gJ rn r.:a:::I - E-o ~ r.:a:::I Cl.. Ocg ~c:o Cl...o l:"- ~t) g~ ~ I ~ c=d~~ ~~~ OE-Z Cl......~ 9~~ ji!Zo ~~ It,!) r.:a:::Iz ~- :jti >~ z o ~ !lIEf >> f1F >> 1114e-l0 ~ *MIN. CORNER SETBACKS 6OXIOO/55XIOO: 12' MIN. 50XIOO I 45XIOO : 10' MIN. 4OX80 : 11 MIN. **D1ST.FROM FENCE TO BLDG. 6OXlOO/55XIOO: 7'-11 MIN. 50XIOO/45XIOO: 5'-7' MIN. 40X80 : 4'-6' MIN. * 12' MIN. **VAR1ES 7'-9' MIN. HOME (CONCEPTUAL) TYPICAL SIDEY ARD SWALE DRAINS TO FRONT CORNER LOTS DOWNHILL FROM STREET EXHIBIT 6' MASONRY WALL SCHOOL SITE NTS OVERBUILD VARIES (3' MIN UP TO 5') P L PUBLIC STREET CONCEPTUAL BUFFER LANDSCAPING BETWEEN SCHOOL AND HOMES 2% - DRAINAGE SW ALE ALONG SOUTH EDGE SCHOOL SITE NOTE: SW ALE SHALL BE GRADED TO DRAIN BACK TO STREET FF EAST AT THE TIME BUlK ROUGH GRADING IS GRADED. FUTIJRE SCHOOL SITE FINAL DESIGN WILL NEED TO ACCOUNT FOR nus DRAINAGE SW ALE. 0-28-2005 15:5()-.2' _ 0:'..1"1\.-.....\..-......0-20-05.._'....'.-_-_-_....., HOME (CONCEPTUAL) 4Ox83 LOT with downhill condition from street indicated by shading. VICINITY MAP NTS . STREET KK . SCHOOL/NEIGHBORHOOD INTERFACE EXHIBIT NTS iilili s~111 100 zoo ~8 la ~~ i; .5 i~1 !i5 ~ . g~ ...s al tn r:.:::I - e- Q::C r:.:::I J:l..co oeo Q::ClO J:l..l'- e- ~u ~~ oe- ...:l I ~ .:de::~ S!~ EjJ';l;1~ oE::- cae-Z ~<m e-;:) ZO CQJ';I;1 Ie- r:.:::I~ ~z ~~ 5:fI) z~ ~ ~ !HU2'laFa 11148-10 NOTES: 1. STOP SIGNS AT TERMINUS OF STREET A AND ON STREET L CALM AND REGULATE TRAFFIC TO ALLOW FOR SAFE INGRESS/EGRESS ONTO STREET L AND FOR BREAK IN TRAFFIC FOR LOTS 427 AND 428 TO ENTER ONTO STREET L FROM DRIVEWAYS. 2. SIDE-ON GARAGE ALLOWS CARS TO ENTER STREET L WITHOUT BACKING OUT INTO STREET. 3. HOME AND GARAGE DESIGN WILL PREVENT HEADLIGHT BEAMS FROM CARS TURNING ONTO STREET L FROM ENTERING THE LIVING SPACES. 4. HOUSE, GARAGE AND DRIVEWAY PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE BASED ON FINAL DESIGN AND ARCHITECTURE. 5. PRIVATE LANDSCAPE EASEMENT FOR AESTHETIC PURPOSES TO BENEFIT HOA (SIMILAR TO THAT USED IN AREA A5 OF DUBLIN RANCH) PRIVATE HOA LANDSCAPE EASEMENT . VICINITY MAP NTS 68 " 20" 40' 80' STREET A T-INTERSECTION INTO STREET L 0-28-2005 I~.J!J _ P:\I9I4!l\I-_\..-.at..IO-20-05.._\...22_-51-A-T-.........-_.Oog iilii s~111 I~~ ~.. II ill:: ~;. ~; I"'~l ~c1 h wi ~l tIJ ~ - E-t Q:: ~ t:L.co oeo Q::lt) t:L.l'- E-t ~u ~ii2 oE-t ...;;I I ~ ~e::~ :i!e gE~ ~E-tz ~<i E-tJ ZO l:Qr&:I IE-t ~~ ~Z :3e= f;:u.J Z~ :3 ~ !lID 22 111 . 11148-10 Court AA Court R Court 0 Court T Court Q and Court BB Key: - Ends of courts to be signed as "No Parking" OR have red-painted curb. (Per Alameda Co. Fire Dept. standards.) Notes: 1. Parking spaces based on City criteria of 22' parallel parking space with a max. distance of 150' from guest parking to the house it serves. 2. Unless noted otherwise, all cul-de-sacs are City standard 42' radius curb-to-curb. O' 5{)' 100' 200' CUL-DE-SAC P ARKlNG Court MM Court U SPACE LOCATION EXHIBIT GUEST PARKING IN QPOP.6ur/ g~ fl~~ ~~tf&Um~~~)= ~,~~c:~~ COU;J7i / / / / / // // " // // / / / , / / , / / / : Court B (See Court X below) Courts D, E, and F /' Court p Court VV Court HH Court X 0-28-2005 14:16:.38 ptoINer P:\ 19149\t-mop\submittot_10-20-05_semfpublc:\tm2J-e-.h-porking.dwg Vicinity Map NTS Areas shown in details on o o g )."~~ .. CD ~ 8 wW~Q~ ~~~~~ fit "0 ..~iS E~! :ON DOl .,.h ".. ~r a! ue~ --~~ E--~! 5l en ~ e:: P::= ~ 0-.1:0 oco P::=lD O-.l'- E-< ZU <c<C Co-'O:: oE-< ~I 0.. ~< :21 O~ 0>- Qe::s Q <CD <c E-< :l P::= Z 0 p:j~ IE-< ~c.=l ~z ~...... ~E-< _ U) :>~ > z o ~ ~ <C ~ Sl€El 2J (:f 26 19149-10 '" '" ~ ~ ''\ Ej A , / ~ //; Lot 47 - 40' X 80' - Comer Lot M K(Ifnoslope) 0l ,I Lot 818 - 50' x 100' - Comer Lot \ \ , d c' B\ Ai I , I I I \0 IN; \ \ \ ----f--..,." roo ---- 1111 I I ----r- III I ,1 978 -UII I I I III I~ 6202 sf --LL!I II-- \ 1111 U==l========~ F G Lot 978 - 55' x 100' - Interior Lot 10-28-2005 '4:20:55 ploliver P:\ 19149\l-mop\submiUoI 10-1O-05_semipublic\lm24-e'Jlh-SRlbocks.dwq Lot 73 - 40' x 80' - Interior Lot If =------------- Lot 683 - 50' x 100' - Wedge Lot A F G J .' / / / Lot 472- 60' x 100' - Comer Lot Lot 145 - 40' x 80' - Wedge Lot A B C D \, A \ B I C \ ~\ ~ \ C \ \D Lots 324 & 325 - 45' xl00' - Comer & Interior Lots ------ ----- ----- ----- ----- p Q / / M / /; //jZ , A , B "'- "'-, C ~ "'~ Lot 1 022 - 55' x 100' - Comer Lot IJ- C ' y A J,/ ..?" /. j T G F Lot 627 - 50' x 100' - Interior Lot Lot 536 - 60' x 100' - Wedge Lot Lot 483 - 60' x 100' - Interior Lot 0' b...........d 30' SMALLEST LOT BUILDING SETBACK EXHIBIT SCALE: '-.JO" ~ Lot 350 - 45' xl00' - Wedge Lot ~,/'/' ,/ D / c , B ,/ A / " \ Lot 1038 55' x 100' - Wedge Lot ~ Minimum Frool Yard Setbacks A 10' - Porth (6O'x100', 55'1100', 5O'x100', 45'xlOO', 4O'x8O' lots) B 12' - One Story (6O'x100', 55'1100', 50'x100', 45'xlOO') or S\\ing-in Garage (60'1100', 55'xl0ll') C 15' - Two Story (6O'xlOO', 55'xIOO', 5O'xIOO', 45'x100') D 19' - Front-on Garage (6O'x100', 55'xIOO', 50'xlOO',45'xI00') E 12' - One or Two Story (4O'x8O') S 18' - Front-on Garage (4O'x8O') Minimum Side Yard Setbacks F 5' - One Story or Two Story waIl massing that is equal to or less than 50% of building elevation (6O'xIOO', 55'x100', 50'1100', 45'xl 00') FI 4' - Setback from Retaining Wall ifwall is ooton property line (60'1100', 55'xIOO', 50'x I 00', 45'x100') F2 3' - Setback from Retaining Wall if wall is noloo property line (40'x80') G 1.5'. Two Story massing thai is equal to or more than 50'~ of building elevation (6O'xI00', 55'xIOO', 50'x100', 45'xlOO') H 4' - (4O'x80') 1 10' - Corner-One Story (6O'x I 00', 55'1 100') J 12' - Corner-Two Story (60'1100', 55'x1001 K 10' - Comer-Ooe orTwo Story (5O'xlOO',45'xl001 L 9' - Corner-One or Two Story (4O'x8O') M 3' - Setback from Top or Toe of Slope (All lots) Rear Yard Setbacks (excludes Garage setbacks. Refer to Fallon Village Stage IPD Residential Site Development Standards) N 15' - Average from Living Space (6O'x1OO', 55'xlOO') o 10' - Minimum from LilingSpace (6O'xlOO', 55'x100') P 12' - Average from Living Space (SO'xIOO', 45'x1O(}1 60' Q 5' - Minimum from Livi1g Space (5O'x I 00', 45'x100', 4O'x801 RIO' . Average from Living Space (4O'x8O') Note: Dimensions taken from property line, or toe of slope, or wall, whichever is the worst case scenario. Refer to Residential Site Development Standards for greater detail. o o N ::J:2::J ~~~~g ~ .. ~ ~ iDoo .. w ~ ~ ~ ~:i,<u;w ~~~~Q _00 D.~: E~! :ON 00' -~~ 0.. ~r 51 U~15 --~g E--~~ ~l en ~ ~ 0:: ~ p.., Oeo 0:: CO p..,~ ZE- <t:u C1< 00:: ~E- I <( 6(Sp-.z <g; ;::.::::::E~ u~<( O;;>U O......z o~::; <t:E-~ O::ZO lJ:l~ IE- ~c;l C1z ~E=: =gs ;:>;;> Z o ~ ~ <t: ~ S>l;ET 24 ~ 26 19149-10 ,,.-'~' j/ ./'" / "'.....,;. TRACr/1142 "...1 ~ ~ / ""'... "" ................- '''. ", ,.,~ -....; / " . ,;....... !jUIlD .Ut.T1..,(TE r)eE.Of CU~' fROlf BEt(! TREE TO UPPER / ;iL7 i< :> .~.....~/ / ;/ . -..........'......................1' '.......... , ......~ <".., ............... ,. ......:-...... , "~.f',' :.~:':~:~.::~)~f'", ", '" ',,- ",. 'l'~ "'~~~2~~, "'~'''-.'''') I' "'<;:::~:'~"".,'/' / i ~ ,'7' I'7 j..."If: fI f f"S:;; f I; / -J j,'I!,)',' -. I ~ ! 1/1/ /; , ! I &/,fIIl/ / / J ! I "-Y' /;$/ I / / f 'b' ',;;t /~//'! / / ! / o?;/rv' j~'f/ ;/ //! / ,'~' II}. , / / / \ /~l,-I/!ji/ I I j,.tq /,':ffi ,.j d ! . / (.I 1/1, r ;....j ~ ( BUILD PAVED INTERIM INTERSECTION AT CONNECTION Of UPPER LOOP RD. (OLD FAlLON RD.) TO NEW FAlLON ROAD. BUILD 170' RIGHT TURN LANE BUILD UlTllIATE FACE or CURB FROII uPP!:R LOOP ROAD TO PROPERTY LINE. BUIlD 12' t>>I: WITH TWO 4' SHOulDERS TO TRANSITION FROII NORTHBOUND lANE ON WEST SIDE TO Ul TIIotATT: NORTH8OUNIl t>>I: ON EAST SlOE AND Ul T1l1ATE EASTERN CURB LINE. A8ANIlON EX. PAVEIlENT TRANSITION FROII DUIlJN RANCH IIIPROVEIlENTS SOUTH Of CENTRAL PKWY. TO EX. FAlLON ROAD NORTHBOUND lANE. BUIlD AOOITIONAL 12' NORTHBOuNll lANE AND 4' SHOUlDER AllJACENT TO EX_ 20' PAVEO SOUTHIlOUNIl l>>IE. FROII CENTRAL PKWY 10 BENT TREE. EX. 20' PAVED LANE AND WESTERN CURB LINE HAS BEEN BUILT IN UlTllIATE CONFIGURATION (SOUTHIlOUNIl LANE FROII CENTRAL PKWY_ TO BENT TREE OR.) * BUILD 200' LEn TURN LANE COMMUNITY PARK ~ ~~ ~ t:' 4j f.,."If: o NOTES: 1) SHADED LANE LINES AND DIMENSIONS REPRESENT PROPOSED ULTIMATE FALLON RD. GEOMETRY PER THE APPROVED FALLON RD. PRECISE LINE PLANS. 2) THIS PLAN ASSUMES THAT ALL CURRENTLY PROPOSED DUBLIN RANCH IMPROVEMENTS TO FALLON RD. ARE COMPLETED PRIOR TO THE BRADDOCK & LOGAN DEVELOPMENT. (WESTERN LANES OF ULTIMATE FALLON RD. COMPLETED IN 2006, PHASE 1 OF FALLON RD. INTERCHANGE COMPLETED IN 2007.) * THE ULTIMATE CONFIGURATION OF FALLON ROAD MAY REQUIRE A SECOND LEFT TURN LANE ON SOUTHBOUND FALLON ROAD, PENDING THE OUTCOME OF FURTHER TRAFFIC ANALYSIS BY THE CITY AND TJKM. IMPROVEMENTS TO BEl OR ALREADY COMPLETED BY DUBUN RANCH IMPROVEMENTS TO BE COMPLETED BY B&L FOR INTERIM ACCESS TO TRACT 7586 I ,-Zl I 0' 40' 50' FALLON ROAD INTERIM IMPROVEMENTS EXHIBIT 160' 10-28-2005 15;36:28 mmcdellon P:\ 19149\I-mop\submiUoC 10-20-~_s~mipubfic\tm2S-~llh-Fo!lon-inlffim.dtrq .. ~ ~ ~ 0 0 .. w I ~ ~ ~~~~5 CIt"'e ..~::: E~X ::"" ae. CII~~ "'.. ~r a! ue~ --~~ E-.~~ ~l r:n ~ E=: 0::: ~ 0... co oco 0:::10 o...l'- E- ZU ~< l:.-'P:: oE- .....:l I <{ Q..z ~~2 ~ r_' ~ u;;u o_z ~E-::::; ~ < lD ~E-6 o:::z o:l~ IE- ~Co-' ~z :jE=: _ en :>~ :> Z o .....:l .....:l ~ ~ SlUT 25 or 26 19149-10 .;;;;: ~~:i !l\5 5\!i 5"\:_~Jj~l~ : I 0 ~ if if II ~ i iII !I ii i a i-" II 1I!1 i i ~ _ ~ II !i i il if 'N " i 'F::.~ ~ !I !I ;I 11 I i i ~' I . . ~ . .'1' '" · '. 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UPPER LOOP IlOAD SIL\LL BE THB PRII1ARY ACCESS ROUTE fOR mer 7581, Oh 'I' /) ~/~ 'li I , /i v ~ 10-28-2005 14.43:59 ptofliver P:\ 191049\t rnop\submiltol_ 10 20 05_5emtpublK:\lm26 ellh-f"e wcond-ocuss.dwq - -- -~--:-:-- - - r.w.oN ROAD ~~;;.iO"'...---c. -:;;::.,;.._ro 1-5118 " =:> ~ ~ DlJIlUIl BLVD. ..~ ~ AVAIlABLE ROUTES or INGRESS/ECRE55 (TYPICAL) I 4z1 I (Y 200' 400' 100' NOTES: 1) 11TH THE FINAL MAP THAT CREATES 25 OR MORE TOTAL LOTS, UP TO 75 LOTS, TEIIPORARY EMERGENCY VEHICLE ACCESS IIA Y BE PROVIDED VIA EVA OPTION CD FROII COURT E. mE EVA ROUTE USED SHALL BE TEIlPORARY ONLY, TO BE ABANDONED UPON OPENING OF mE PERIIANENT SECOND PUBUC STREET ACCESS (CURRENTLY PROPOSED AS CROAK RD). 2) 11TH mE FINAL IIAP 11IAT CREATES IIORE mAN 75 TOTAL LOTS, TEIIPORARY PUBUC STREET ACCESS MAYBE PROVIDED VIA OPTION lID FROII COURT D. THE PUBUC STREET CONNECTION SHALL BE ABANDONED UPON OPENING OF 11IE PERIIANENT SECOND PUBUC STREET ACCESS (CURRENTLY PROPOSED AS CROAK RD). 3) PER ALAIIEDA COUNTY FIRE DEPARTIIENT STANDARDS mE APPROXIIIATE SElMCE "RADIUS" AWlIED FOR A DEVELOPIIENT 11TH TWO PUBUC ACCESS POINTS IS ROUGHLY 2X mE DISTANCE BETWEEN ACCESS POINTS. AS SHOWN BY 11IE BOLD. DASHED ARC. mE SERVICE "RADIUS" FOR mE PROPOSED ACCESS POINTS TO TRAt"F 7586 lOULD BE APPROXlIIATELY 1,960 n, OR 2X mE 980 n BETWEEN ACCESS POINTS. (mlS RULE OF mUIIB liAS USED TO DETIRIIINE 11IE LARGE HATCHED AREA OF APPROX. 407 LOTS.) ~._-~ 11IESE SHADED LOTS AND STREETS REPRESENT A POSSIBLE FIRST PHASE SCENARIO (ABOVE 25 UNrrs, UP TO 75 TOTAL UNrrs) THAT MIGHT IITIUZE TEMPORARY EVA OPTION CD ~ ~ 11IESE HATCHED LOTS AND STREETS REPRESENT THE APPROXIMATE UIIITS OF EARLY DEVELOPIIENT PHASES THAT IIAY IITIUZE OPTION <D EVA AND OPTION ~ PUBUC ACCESS AS TEllPORARY CONNEt"FIONS TO BENT TREE DRIVE UNTIL PERIIANENT ACCESS IS PROVIDED VIA CROAK ROAD OR OTJIER CITY APPROVED ROlITE (APPROXIMATELY 407 UNrrs). BRADDOCK & LOGAN PROPERTIES SECONDARY ACCESS/EVA & PHASING EXHIBIT i\ " " ;; ~ if '" ;!! cr: .. X ~ ~ ~ '- g ;; ~ ii; .. ; ~ s w~~g{S ~~~~5 _00 ..i~ E"~ "N a~1 CII~~ 00> z- eM! s: U~ C~ E~ en ~ E=: 0:; ~ 0... co o co 0:;1O o...l'- E- ZU <<1:: ~o:: oE- .....::l I <( P...z ~ ~ e ~ r_' ~ u:> u o_z ~E-:J ~ <1:: ID <E-~ O:;Z lJ:l~ IE- ~c.,:, ~Z :jE=: _ CJ'] >~ >- Z o .....::l .....::l < ~ SIUI 26 ~ 26 19149-10 r---- I --- --, I r---~---------- I I rRACT 7142 , I I I I I , I , II q I , ii' I J I , ~ I , , I (\II I tl l______, CONSTRUCTION RECORD CONTRACTOR BY NO. REFERENCE/REV!SIONS INSPECTOR DATE COMPlETED 10-28-2005 18;26:31 mmcclelon P:\1914~PrKiH-PIoftt\precise...p101LItnn-DI.dW'9 INDEX MAP /WM / ' "",-",".,.,. 400' DATE CAlIHIRNIA CHECKED BY GO APPROYED SCALE CITY OF DUBLIN PUBliC VlJRKS DEPARTMENT JOB NO. REVIEV IJ' PLANS Ju:S lilT REllEy[ TIC: IMI:R/IEV[l.OPER IJ' RESPlJISIBLlTY rlJl CIJlAECTIOlIJ' IIISTAIC[S. ERIlOlS IJlIJllSS rllW. 1lPPIllIYM. IJ' CIJlSTRUCTIOlIJl INSTM.lATIIJI SUU:CT TD JNSP(CTlIJl TEST AIlD ACC[PTMCE. I-(]RIZlINT AL' 1":100' VERTICAL' NIA 19149-10 FALLON VILLAGE UPPER LOOP ROAD/OLD FALLON ROAD PRECISE PLAN LINES IlAClCAYl_s CMl. ~ ~ SUiM:YIC !)1421 rRIIIIlJI Ill. ft.lA5MiIJOJI. CA. .... fmJ:n$-_ ~.~.~~~-~-~. ~ or .. ~ ... All[ ....... .. .... nIOltlI tllCIWGIIC .... \IIlA\(ING NIl 1 REVIEVED IT, 1lU1L1" PUILIC \IIJlI(S DIRECIIJl DAlE' DUBLIN St<<:ETllF6 SEE SHEET 3 (OLD FALLON ROAD) UPPER LOOP ROAD \//---/ \y", ~;::~---: / / " ~~,! ;"'i \jl \ ,..../ /"" I ~"_'/"_'~-""~/~'~ \. /J J \ /~ /~ '\ / ?*~3}~::~~~'~/ y' . '\ 1 \ b, ~//\///\__- ~/,~/\.;;~:~:::'f:~\ R \~~///\/'~_~;,.. '\ \ ~ ,,' /' ,- :"#'.1."'" /' \'" \ - ..p."';"";" \.~- \".", \ ~v ~ , ,~.~~,,/'-~///-.,/~ )............. /~ //"'\/,/''''''' \ ca \ . \ 4 \ \ \ \ \ \ \ \ , , , ~D RlGHT-or-WAY (lYP,) , , , '+, ~~ 26" ,,.,.,....,,.. TRUST ........ ,~' .'" !::< 90' TAPER 110' F A L L o N R o 4 /) c o M ARE M U N A B I T Y p A R K "'~ /" o 20 40 80 SCAlE:'. -40' CONSTRUCTION RECORD CONTRACTOR BY NO. RErERENCE/REVIS1ONS DATE APPROYED CHECKED BY GO SCALE I(]RllllNTAL' 1"=40' VERTICAL' NIA II{VI!:V IF PlNlS IlI:S lIlT II{ll[V[ TlI: IMI:R/IEYElIF(R IF II{sPlJNS1...IlY r1JllDlRECTI1JlIF IISTM[S, EIIl1JlS 1JllJllSS rllW. APPIilIVAl IF CIJlST1IUCT1IJl 1Jl 1IISTAlLATI1Jl SUU:CT TO INSPECTlOl TEST IIH8 ACCEPTNI:E. CITY OF DUBLIN PUBLIC \o/ORI(S DEPARTMENT JIll NIl 19149-10 INSPECTOR IIo\TE. FAUON VIlJ..AGE CONNECTION TO FALLON ROAD PRECISE PLAN LINES IlRA"'ING NIl DATE COIoIPlETED IIAIICIY l SIIII'5 CMl 0IGIN[[RItGalJH PI.NtNI<<OetNCJ SlJRYO"HO ..... _ DO. ~ CA _ (Il>)m-- ~a-..s._~ "'WCMlUllCY"~. ~"MlIOCWDIf""'" __. -.as.... DlCIIIllJC..... II{VIEIlED ty. WILl" PUILIC \/lJlKS DIRECT[J! 2 DUBliN CAlIHJRNIA St€ETZDf'6 10-28-2005 18:28:02 mmcclellon P:\ 19149\Precise-PIons\preci"LJ_nJIfles-02.d"9 .- " .- .- / .- .- / / / / I / I / I I I I I I I I / I I I f I / / , J , J I / i ! , / /' / ------ \ --- '... \ ---- '\' --- ,...'.....------ '\ :)' ~ of'~'f {flV' '\ '.f~. ~ ~""- ""~~ 5^*b~~CJ< ''\ ~~1l). . U' :( '\,~~ ~0 Y '\, ''\ '\ '\ '\, \ '\\ \' \ -~--- \ \ \11/ \ I ,\ ,___-- ----- \ I \ I \ II \1 ----I \ \ ~\\ \\ \ \ \ Y\ I \ \\ \\\ \ \ \ f \ ---\\ \ , , \ ~ \--_____ \ \ I I I~---------- \ \\1 \ \ \ ~~---- \ ~. \ \ .-----::;:.1--....::---:..--- \ \~::::::----- \ I \ \ \ \\ ~...-- \ \ -\\\ ~~\~ \ \ --- .\ I( \ I \ \ --- \\ f \ \ \ ,-- \\ II \ \ \, \. \ \\ \\ \ \ I II I' , \ \ ...__----'\ \------------\\ \\ T'~ J-~ 4\ 2 \ \' II ~ \ \ \ " ------\ \ \v\ \ \ \\ r----- \\ \\ \ \ \ \ \\ \\ \ \ I, ~\ \\ ~ --d \ ~~ ~~/~ \ ~ ~_/~\- \ \ I ,.- _______. . I, \ --: .-- \ \ \ \ j-~ \ \ \ 1/ \ \ \ \ \ I! '. I, \ \ / / \ \ \ I ,/ , \ \ /i / \ \ \ / I \' ! \. . I / ~-~~ ~--~- ~, / ~ 1/1/ ~I ~/! ~'" II ~j / jJ /; \ \ \ \ \ \ \ \ \ \ \ y / / )1 ' t,1 ~ ' , JI -.j ~.' / II / 1.' I / ''\ '\ JORDAN TRUST '~ ~~ '\ ~1l). \\~ '\ '\ OlD FAlLON RD. AUGNIIIENT Al.IGNUENT (R.O,.. TO BE AIWlDONED BY OTHERS) CONSTRUCTION RECORD CONTRACTOR DUBliN BY NO. RETERENCE/REVISIONS CHECKED BY GO DATE APPROVED SCAlE t<<IRIZONTAl' '.=40' VERTICAl, N/A IIEVIEV If' PLMS IlI:S 11I1 IIElH:VE TIC: O\IIOfJl:VEllJ'ER If' AESI'llNSIII.ITY rill ClIlIlECTlDlIf' M1SIMES. EIlIllIlS IIlIJllSS rllW. APPIllIVAl If' ClJISTRUCIIlJlIll lIlSIAlUIIlJI SUU:CI ID IIlSI'[CIIlJl IESI AND IlCC[PIAIIC(. INSPECTOR /) ,X~~ V0. .O~ ~0+ ! I ~ ; l________ ~ o ~ o ~~~ .~y~~ 'C ~ />. <10 11 :/ ~ , . . , . --- ----- --- a:: --- , . , LOGAN -L I 02040 80 SCAlE: 1".40' CITY OF DUBLIN .mB NIl PUa.JC WORICS OCPARTMENT 19149-10 DATE COMPlETED IIACKAY&-. eM. OICIN[[~ ~ SUfN[WrIG 51421 ...... Ell PUAWllCII, CA. ... ~ WiCUf * -...s _ ... ~ ... 1IC ~ .. CIMUIt'IC'B . ~ . ,.. ....... .. "Ill ClDIlMID .. 0IMDI5 .... Q(ClIICMC IIlIZM. FAllON VILLAGE UPPER LOOP ROAD/OLD FALLON ROAD PRECISE PLAN LINES 3 IIEVIEIlED IT. 1lIa.1H PUa.IC \IIJlI(S DIIlECIIIl DAlE, 10-28-2005 18:.30:46 mmccldon P:\ 19149\Prec:rse-Ptons\precise...plon_Sinn-OJ."'9 lIRA VIN(i NIl CAlJFIlRNJA Sl-l:ET J IF 6 10-28-200,:) 18:32:19 mmc.defton P:\19149\Prec:ise-Pklns\preciR-porUinn-D4.d-.q / /' 02040 80 SCALE:'. -40' CONSTRUCTION RECORD CONTRACTOR INSPECTOR DIo TE COMPlETED " I IBl IBO 179 17B 8'J' ~ee 16+00 --+-- 90' TAPER " lOB BY NO. REFERENCE/REVISIONS CALJroRllIA ~ET41lF'6 DIoTE APPROVED CHECKED BY GO SCAlE t(JRlztJlTAl. 1"=40' VERTICAl. NIA CITY OF DUBLIN .JD B NO. Il[V([V (J' P1.NlS III:S NIlT 1l[1IEVE TI€ lMfJI/1EVEl1FE1l (J' Il[SPIJISJI..ITY rill CIBlRECTIlJt (J' M1STAKtS. EIlIlIJlS III [JIISSJ "HIll. APPIlOVAl (J' C[JlSTIlOCTI[JI III INSTAllATI[JI SUU:CT TO IIISPECTI[JI TEST AND IlCCEPTAIIC[_ 19149-10 PUBliC VtlRKS IlEPARTME:NT FALLON VIllAGE UPPER LOOP ROAD/OLD FALLON ROAD PRECISE PLAN LINES IlAllCAYl ..... eM.. ~~.U..HD ~ M418 nw.uI DIt. PUGMffON. CA. t45II (e~ fIIIIIOlIIr .. ~ 15 ... ........: ,tilt lM( llCQ.-cY 11IIII ~tDDII ,,- ~ar..DlXUUlII'_"'ClJIClWlI'UI.ClIKIlIS"'W:CWICNC"'" ORA" I Nli NO. 4 Il[VIEVED IT. WillI! PUIlIC WlKS DIIl[CIIIl DAI[. DUBlIN / 683 _I ;- -----------,---~7J~~~!. DD ~ --- .--- --- 684 685 _ 30+00 ff 20' 40' eo' CONSlRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPlETED BY NO. REFERENCE/REVISIONS CAlIF'IlRNIA Sl*:ET S or 6 CHECKED BY GO SCAlE IIlRIZI'lTAl, 1'=40' VERTICAl, N/A DATE APPROVED CITY OF DUBLIN PUIlL IC wtRKS DEPARTMENT JOB NIl REVI(y (J' PlNlS D:S tilT RELIEVE Tit: IJYII:R/II:VELlI'ER (J' RESPlIISIBIlITY rlJl ClJ!Il[CTI~ (J' MISTAKES, EIlRlIlS IJIlJ1JSSI rJNo1ll APPRlIVAl (J' ClJISTRUCTI~ lR INSTAlLATI~ SUB.l:CT TO INSI'[CTI~ TEST AND ACCEPTANCE. 19149-10 FAlLON VILlAGE UPPER LOOP ROAD/OLD FALLON ROAD PRECISE PLAN LINES IIACICAY. ... CMl [~ F't./MWtGetNC) ~ !l142B f1WIIJt tR. PWSIlIIIOI. CA. "~ tmJ2Z-- ~a~s_~~_~_~~ ~"-~"""GD<<MI(D.~_[L[CJJIllICIiUM. llRA....ING NIl 5 REVIEVED 11" ilia-IN PUa.IC \/lRICS DIRECTlR DATE, DUBliN 10- 28- 2005 18:33:27 mmcclellu" P:\ 19149\Precise-PIons\pt"ft.ise_pIon_ rlnes-O~.dW9 BRADDOCK ~O' TAPER UJ o (j\ \ () 0;;0 o 0 0)::;0' Nr:. \ o o N --- --- --- ; i I r I ! I I ) ClJiCIJ O.""'i I~ C:::'tz] ""'i1tz] ::r:i""'i !"'t1 r-t:J i i i \ CONSTRUCTION RECORD CONTRACTOR B'I' NO. REFERENCE/REVISIONS INSPECTOR DATE COMPlETED 10-28-2005 18:34:12 mmcclellon P:\ 19149'\PreciH-P'ons\pruiH-pIon_lirln-06..dW9 .... + 1;: -1----__ (~r LOGAN 121' Lm IURN STOR.\C( 00 ~ . Ir ..~ ~ i ..J ~ R=15' (lYP.) PROPOSED RIGHT -or -WAY (rIP.) 877 878 880 879 STREET WW ~ ~ ~ + -+------- . MA TCH LINE __ 43+00 _:::~..- ~EE .SHEET 5 --- 2Cr :;;:-. . J ..... . . ..... . . ...... i ; I -----------------~--- I I I I I I I I I I I I I I I I I I , I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I -------------------------~--- ~ I o I io: -~ -~~lsoO_ - ~ !! 881 882 883 U' 18' 18' IS tn ~. 886 ::o! ~I ~. ~! a::l a::! I -.----------------------------------------------- ---------------- -------------- DATE APPROVED CHECKED B'I' CO SCALE f()RllOtT AL' 1'=40' AEVI[V II' PlNlS US IIIJl RELIEY( JK lMI:R/IEVElJJ'ER II' AESPIJISIBIlITY FIR ClRAECTDI II' M1STAKtS, ERIlIJlS IR IJIJSSI FIIW. APPIlJIVAl II' CJJISTRUCTlOl IR INSTo1Il.LATDI SUU:CT TO IlISI'ECTlOl T[ST AND ACCEPToW:L VERTICAL' HlA --.lSllJltS ov.. ~-.o....., fI't..NrMNGet.N SlA'('YN; 51a FRlItIUI fa. PUASMffOJt. CA. 14511 (m~0II0 ~.......... JItIIlU8a('1lI' _ IItQlIWICY IlII aMUlPCS 01 ~or..~.....lllt:Cl[lIC_'lO.onDlS,...BlOllDlCIIlDM. AEVIE\/ED BY, 001..'" PUI..IC \/IRKS DIRJ:CTIR DATE, , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I , I I I I I I - B.=JIl:..!llPJ.. _ _ _ _ _ _.1 ,-------------------- I I --STREET-VV-----.----.__,'_" 887 888 929 930 889 I i i i ; 928 CITY OF DUBLIN JOB NIl PUILIC Io/tRKS DEPARTMENT 19149-10 FALLON VILLAGE UPPER LOOP ROAD/OLD FALLON ROAD PRECISE PLAN LINES MAVING NIl 6 DUBliN CALlF~IA SI-l:[T 6 or 6 ROW ROW .40' RIGHT -OF WAY o' AS SHOUlDER NEW STRuCTu....... (TYP.) SECTTON O' 11; OVER 12" AS (TYP.) EX_ SHOulDER, ADO AS NECESSARY TO MAINTAIN 4- AS ~~~ OF PAVEMENT - -rEX. CROuNO 20':1, ---.. .NOTE: EXISTING ROADWAY DOES NOT LIE WITHIN THE EXISTING RIGHT -OF -WAY FOR ITS ENTIRE LENGTH. AT SOME POINTS THE EXISTING ROADWAY IS COMPLETELY OUTSIDE OF THE EX. R,O.W. THE PROPOSED INTERIM IMPROVEMENTS TO CROAK ROAD WILL REQUIRE RELOCATION OF THE EXISTING RIGHT -OF -WAY. ROW ..,. 28' WIN. 48'% EXISTItfC RIGHT -~ WAY 28' ..... O't WIDTH VARtES r'" 10"% --r~' l' Ie OY[RUY I 10' EX. SHOUlDER. AOll All AS :;.;~, T~ ~ EX. EDGE OF PAVEMENT 20':1, ~ .' AS SHOUlDER (TYP.) NEW STRuCTURAl SECTION .' N:; OVER T2" All (TYP.) SECTION A-A 1+00.00 TO 12$+00.18 (OUITClNN Ex. R.O.W. H1S (NOT FOllOWlllG EX. ROAD) R[-lOCATE R.O W. TO PROPER lOCATKJN.~ ROIl .40' RIGHT -OF WAY ROt, , SECTIONS B-B 125+00.10 TO 138+50 H1S SECTIONS c-c 138+50.00 TO 181+94_90 H1S LEGEND EX. SHOULDER, AOll AS NECESSARY TO .......T.......AS ~ EX. EDC[ or PAVEMENT ROO ROIl Cl IlC EC EP EX PRe R.O.W. lYP - - '-~X~ ~D CENTER UHE BEGlNINC or CURVE END or CUlM EDGE or PAVOolENT EXISTING POINT or REvER$[ CURVE RIGHT or WAY lYF'1CAl .40' RIGHT -OF WAY 28' ~E"--~~ ~ ." AS SHOUlDER (TYP.) NEW STRUCTURAL. SECTION o' 11; OVER It' All (TYP,) --~ (EX_GROUND I I 0" All SHOUl~,) --1 20':1, EX, PAVING f-- 20':1, EX. PAVING SECTIONS D- D VARIOUS LOCATIOIIS (SHOWN AT 179+00) Ii1S '......-...... ,~, ".' ',. '...-\ -.\ \~::\\\<,( \ " \\ \\ \\". \\; .~\ " \\ \~\ \\. \~\ \'. ~' I , \'\~ .-''''' ~~ /' ~ \ '\ \ \\\ ~\,- \", \ >~\ \ 0' 100' 200' 400' ROAD INTERIM SHEET INDEX CONSTRUCTION RECORD BY NO. REFERENCE/REVISIONS DATE APPROVED CHECKED BY GO SCALE CONTRACTOR HORIZONTAL, 1'=200' VERTICAL, 1'=200' REVIEV [J' PLANS IXI:S ItJT RELIEvE Tff: OVtt:R/OCvEllJ'ER [J' RESPlIiSIBllllY nJl CllRRECTlON [J' MISTAKES. ERRlJlS lJl lJlISSI(Jl FINAl. APPRlIVAL [J' CONSTRUClI(Jl lJl INSTALlAlI(Jl SUUCT TlJ INSPEClI(Jl T[ST AND ACCEPTAOCL CITY OF DUBLIN JOB NO. PUBLIC 'JORKS DEPARTMENT 19149-10 INTERIM IMPROVEMENT PLANS FOR DRA'JING NO. CROAK ROAD 1 INDEX SHEET DUBLIN CALIfORNIA SHEET 1 Of :; INSPECTOR DATE COMPLETED IDAClCAYl ~ CIYI. [NGINE[RIHG_lAHO PlAHNINC-LANO Sl.JRVEYWC ~142B FIW<<l" OR. PL[ASANlON, CA. 94_ (tr.t)2~-0690 1IIOIM'.~"*"tI(Sl"OIG&[t'CII"#ICCUIWIC'f~~~Clf 1Il1>flODUt~ 01 MS oot\.IIIll..,., ~ .olII[ GOI[IIal(D ... ON.M ,-.. lUcMooc wuor.. REVI[IJ[D BY, IlJBlIN PUBliC I/(JlI(S DIRECTlJl DATE, 10-28-2005 17:21:<43 mmccleDon P:\ 19149\ip-qp\Pretim-1Pl,dwg /"--" ^~ '"~ / t--~ ~/-_.- Y / I ( \ \ ---\ 1 J / --.--...-,,/ ----l.---..--'--~. , "'",,- ~, j i ~ i 1. CONOUCT AlL C()If.;TRUCTION OPERAOONS WITHIN THE EXISTING ROW UNlESS / 2. ::~~~E=:'~= OCCUR 0UTSIllE or EXISTING ! ROW, ROW SIW.l BE RELOCATED TO \lATCH. )' 3. WHERE DAYlIGHT GRADING EXTENDS OUTSIDE or PROPOSED ROW, A CI/AOING EASEIlENT WItt BE NEEDED. i I ___ ..L~:_=~~tIENT "",'M, :>u<D 5I'tNlIIlC'tlfflOttnXISTING \~ (, ..~"j \\ \\ ~J \ ,'\.,,\\ ,', \.\''" \ \ \\ '\ \~ ' ,',,\ '\', \' ~,-, \. '\ \, \, \ '-"" .......:,:-....... ',\ ~" \... /' ',<\ ~,,~\, ~ \ "\ -1/ ~,~ ~\ \:\ f ~h" ~ ~GO \,~\ ~', ~,\::.,..:, \ " ,\" ", ...... , :..........., \. "/1, \ \\ \\ \~, \. '\ 'j,/ \\\''''- \\.\ "- '\>\\., g'\'" ',- ~ +..., '0~' ....~\ ':-.., '\ .-t> , //O~' ''\ \\. "'\', \ - ! '<>., '\\ \~ " Y/l ',,\ '" ";. \,'~ \ -./'0 \~':<~. .'\' \'\'. tC~ ::~>>::.',:;> ,,~:\:~~\~j.( "\,- -\' \, \ \ (" ""\ \ <[;-" '-"'\ " \ ,; ~ r' ~\"~~ " \ ~~>. ),,\. 0~,-,'~)<;?" ) ~\,:-\,;:' '\\" '\ MATCf-i\EXISTING OVERLAY / ,~\>~ ":>,\~\.> '~'\" \ // \):,,-,-.,. /', "~~. -' ,~\, \\\\~ \,,\ ~<0.... ...., . /" , \ '\(":::\, .~\ \ \:",- '\ \\~, , "~>j,~~ ~\. ~.\,., / <"'\ \~, \. \'~0. r......! >~ , "'-," (J'\ l,J ,"\ ..1 .f.~') I i i I ! y~'" / / i j I ! ! // /~ ,I / I ~..- ///.)---..-------""'\ '-........,--~// \ -1>~ ....,r,., PROPOSED EDGE OF PAVEMENT FENCE ~...--_....~.-. .' ~~ ~"'=r-~-:=35-=~ . -/..... ....J..-------- ~~~ ..----.-- / (' ; \ \?J9........../-- r\ ! I _ ..____ ~? 'i -, i .-..... 'J./ Qtt W'I /A<\J Y/ ~/-:>/..f' "..;/17 ""r""",,,,,""', ... , .......- --::;::.. / _ _ _ _ _ -.:::-=-=-=..=.==.:::-:::-::::;M:}::::-=--':f~~~ -- J /\=13"40:05-" -" EX. 48' R.c:l.:.!___m_ __ t=153.7B' ...._.._...~~...._.._.._- ~ /" D' 20' 40' 80' STATION CROAK ROAD 100+00 TO 110+50 CONSTRUCTION RECORD BY NO. REFERENCE/REVISIONS DATE APPROVED CHECKED BY GO SCAlE CONTRACTOR HORIZONT AL' VERTICAL' REVIEII (J' PlANS OCES tilT RELIEVE TII: D\/Pf:R/OCVEllI'ER (J' RESPIJlSIBllITY r[Jl CDRRECTlDN (J' MISTAKES, ERRlRS [Jl IJIISS)[Jf fiNAl APPROVAl (J' CIJlSTRUCTlIJI lR INSTAlLATlIJl SUB.l:CT 10 INSPECTlIJl TEST AND ACCEPT AlICE. CITY OF DUBLIN JOB NO. PUBLIC 'JORKS DEPARTMENT 19149-10 INTERIM IMPROVEMENT PLANS FOR DRA....ING NO. CROAK ROAD 2 DU BUN CALIFORNIA SHEET 2 Dr 5 INSPECTOR DATE COMPLETED IlACKAYl-. CM.. [NCl<<tAtNC-lANO PI..NNNC-lAHO SURY(YNC ~1.2B ~ CR. Pl[ASANlON" CA. ... (92!l)n!-OAO .....,,!OlIf'S 1S*""SI"OtIIa[ ,~_ ~ tJtCOllll'U1tN(5!I OF ~ ,. MS mlaM[on _ MIl( ev<<.1'tD M' 0'IC1!S "'IJIlI wcno.; ... REVIEIIED n DUBLIN PUBlIC \I[JlI(S D1RE[T[Jl DATE' 10-28-2005 18:10:36 rnmccl~.on P:\ 191<49\ip-qp\Prelim-IP2.dwq CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COlolPlETED i ) Iii / / "'-... \ ", \ \ \ \ \ ". ~ '-, " ...., "<:~::\. ',- I I I , I \; t~\ ~ \ ; \ \ \\ \ ' \ \ \ \ ~) ..""'!,, / 'f""" i I ! I / / ! EXISTING FINCE -1 _/---.-...----- ~ /~ ! // W ,I.~~ ,,-/" z ~~ /"..J - L_ - - - - - - - =::-:=::-=-=-==:==.:- }-::=..-::=-----:-:-_;;Z':::""'''...~.~.''_ _ _ =-= _ =:)!. -: I ~ , O..J I-W <{CO ~ W OW O(f) + (J) I") j' / / it / / i i I 1 j ! . I 'X ! I . . I , I . \f\l I ~ /---~"', ; ( ~1N6-.[[)GLQL~~_.___ -:.::?'id:~-=-=='=--l- -_ \ " ............. ....''','''......--....-.-..-..-.. ; , . ; ...,'...., / / / / / ! \ \ ',- ! \,\ , '''. f ; ; i \'. "'. ; II "- . .".,...........~-,;',,,/ ;! :x: 1~~ .... .... }--==-~~~- --- -~" ~,~==-~::::~ :-----,. -~. -X - I I i : I I i : I I . 0' I IZ-V I 20' 40' 80' CROAK ROAD STATION 126+00 TO 1139+00 NOlES: I. CllIlIlUCl AU CllItSTRUC1IllI 0P0IAl0tS _ M EXISTIlC IlOII IkESS Sf[CflCAU.Y NOlOI OIKR'MS[ 01 I'lNlS. 2. HJl[ PRlJPOS[J) IIllMllM\' IoII'RC7;(IIEHIS 0CCUl OUISU Of EllIS1IlC 1lOII, IlOII SIW.l M RElOCAlEll 10 MATO!. l. HJl[ IlAYUCHI CRlIDIIC EXIENIlS OUJSU Of PIlOPOSm.IlOII. A CRAIlIIC 4. = ~~ :m PAOOO llIDlIf, 51U) ~QEIlOIES EllIS1IlC RCWlMY. ' '. '-"'~,......., r'" -...-.----..... _",J 'C.' ..... -,-' ...,...<' ... o "- ---...._,.~ ~ li' ...-.~ ~ ..-:;~;,~~:x.;k~~-~=~_ .,G~ 'r (( ~"'. W Z ..J W :1:> UO I-(D <{<{ ~ W OW O(f) + (J) J"I') ... o "- IS ~ o "- ..-""'" ',. / ..,-...-..-....=-~....::::'!5.;:.:.:;;~'=_.- .-~ A ,...-+--- EXISTING EDGE OF' PAVEMENT '......,......." " \ i / ,/ / / / I / I I I / / / ~~ ~ (T'[~ -- ,_ _ ~. ~~-.. _ .. - -'. - -. '"":: - '~,:,- - - ~ /T::"/-_ -:::::: -_-_-~::::- .:-=-'='>-""~~bA~'~~TL~'~;pl-....., "_ ~ / //.....- -, - """ -- / / / ~.... "" ....." "...., / "......._, // / /--_.-..<~, ~""",':~'-"~~, ; // f : "', '-...,.........~ "'''''''', "'-.'" - '..... ''', '..... --._--~'.........., \, f.l ."r// ~~..._..--_..- ''-,. '" '" '-, \ ! . ...----......."",......... ............. \ CROAK ROAD 139+00 TO 151+00 I .....---.'-.......................,..., '... ........~ .---.,"",......... .........._.,.--.................,........~ ; f / / / /' " ......", :/' / ~ 1::!'1- ~C O.t' 00 -j.. ..... lr) ..... 0' !~ I II Izi I 20' 40' 80' STATION c-.....,"'''--.,...........",_ BY NO. REFERENCE/REVISIONS DUBliN CAllrrJRHIA CHECKED BY GO ~TE CITY OF DUBLIN APPROVED SCALE JOB NIl IlEV1[V Of PlAllS III:S lilT IlEL IEVE M IMI:RlII:VELII'ER II' IlESPIJISIIIlIIY FIR CIJlIlECTIIJlII' MlSTNCl:S, [AIIlRS IR IJlISSI rlHlll. APPROVAl Of CllNSTRUCIIIII IR INSIAlLAIIIII SUUCT ID INSP[CIIIII lEST MID ACCEPT MICE. ~IZllNTAL' VERTICAl; PUBliC vtlRKS DEPARTMENT 19149-10 INTERIM IMPROVEMENT PLANS FOR CROAK ROAD IIACICAY'~ CMl [HCilN((RINGeUH] ~ ~ !tI08 F'MIClIt Dl ~ CA. .._ (m~0IID ~*tl:IW$l$"'~rclIlI"lICCUIIO'_~OIT IU'IIOIIUt1IOII OIT .... DKUIIIlPlI nw .. GIPl[RUQ .. fftCJII ... QlcnaK -. IlRAIo'INCi NIl 3 IlEVIEVED BY; DUlL I" PUIlIC VIIlKS DlllECTlR DAlE; Sl-l:ET 31F 5 10-28-2005 18,:12:30 mmcclellon P:\19149\ip-gp\Prelirn-IPJ.dw<j w o~1"") o-.J +Iti ~uw Lf)~I ~<X:(/} ~ ,~(fl<~t~3-'-~'~~-;~-~ < \ '., r ( :/ // \...^'" \ )\ < .>.." \ -<, \ } {'i \ </~/ " "'-_...p[ J '\ ~. ...,..... . .- .')...A-:::J ":'->""r--./ EX. 40' R.O.W. ...............~-'\, ~ ~,~~.~,.J~,\ J '-- .. <.A_j'''-'-' ,,/.,'.// ... o Q. i ~ a a: ; ----- '<::-::~...A r./\'~~\:;::>( /",,-1 r"" "- j'\ --\-.7r:-r~"../ . /'A.., -r ~..- rr ~ : .-;()<;::, r-..r:::.,-....... ,~^--/ ~j ,,( "\ r! 1 "", \./"',\-"" ~\ ;- \~GJ ( R ,~; ~ r..;Y' .,)v-... '7 "j 'i-~.)/ "'''y ( r-' l.... ;, ---- - \ "" '-^~) -v"'-' ,~; r , /"-- ,- -:- ..---' .....- ,r--.., ..r.r! '-, ..1'/ '7 L J, r /'_~ ...-t/ '> \~ (' (\ ...(,/~ l \.. ~ EXlsiIR~E~CE / r-- Q. 'Y r-~z-;;----~jft~'-j I~ \7 -,t --. ...~~~:I/ -f\"-~"1.,)-"""", \ II (g'~~) II \ \; (- l' '-I.., "......; i! I!' / A> ~ .. Ii r--............ <; ~ ~_/'--.,/ J_r~ , ., '1 ,; '-^,-, //' ..-",,,/_1' ,--,r"'" (.../"":...... ,~,'" _..__/.i~/"--- . _..~..._... ..... .-..--.-..-.----- <==- -....._.~~, \ .........----~........---------...._..__.._._._.__._----_..._..:-_............'\ '\ , , \ 'i~ 0:) :;) o ~ ~-:s:. ..-0..\ u:)\......:~ ..- 4.. if) ~ NOTES: 1. COIlIlUCT oIU COIISTIlUCT1OII OPl:RATIOIIS IIT1111 M EXISTING ROIl UNlESS SPECIIlCIU Y NOTED OTlOWlS[ ON PIN6. 2. IHERE PIlOI'OSED IilW*Y IIIPROVEIEHTS 0CCIIl 0UTSlIl[ or EXISTING ROIl, ROIl SIW.L BE RELOCATED TO llATCH. 3. IHERE 00LQlT CIWlING EXlt:NIlS OUTSIO[ or PAOPOSEO ROIl, A CIWlING EASOIEMT III BE NEEDED. 4. HATCHIlG IlEIIOTES PROPOSED PAVEIIENT 1I0TH, SOUO SHADING IlEIIOTES EXISTING IilW*Y. '-~'~.,., "-~~""""'''''''' """"""'" " .......,.....~ ',..."......,............ " ; ~ ~\ CROAK ROAD STATION 151+00 TO 161+00 . \ ~.).,.. I " "-.." ~<1 ....., L~~~.L, """'\ / L} \\. <.~\ <, j r/ 1'-"......- j ,(:~.'..~__./r-...--. , ~; ~" '" ! ~..J r--j '7 HrU \, -"''- ('-lE:~} lr\\' , ; - ----v-~--: ....,".... ....".... .-...... !~-~.-;...,..,.,' (~ y\~ -''',.~ ~{~ .~; . ......<\,'~~~.:\t:;);J "'" " . ..,~'- ' ,..'......, " ''-'". ", ".. ......~,....." '''''' '-............ '...... ~'- ..... .......'-... .......".........,..........---- "''-.., IT 20' 40' 80' '--- ...... .......,. '..................,,'" ',--- '" ", ", '.... ", ("-\ \.;.,/ ?/ /- ", ..... .,',..... --"'" "'....,........... '-""'~ " " ", ..".........."'.,.....--... "-"" """" ".,,------' ",-<' \\ /' "'" ~).:'}."?'x:':/ (/ \ v")-v" rY~Y'y--'y" L............... . '("'t: y-'\ v......, /".-...." ""~h.. .,/ v v-~v--,,/- (P\:' " /; /' /' / 'it;..." PROPOSED EDGE or "PA\I[ME,Nl. ~ . __~~.:x:.::-------- --- ''''"-'''' _1 '; ",,/ ) . '" ~ i -....--.-....".., -"'" ....~'......."......... ,......,........,~..._'"._..._.. ".""", /~//././ ,,,,...,,/"",....,,... '--" ---- .._.~ '- ,// _.._.......~---" ~ ", ',. '. '................... ...... - " /,0///'/'--/-- /-", /" r JI/ , )\ 't,~ / /' "-",,,,,.'" ..._,.._..-~._...., ,,,,,,,,,,,,,,,--ii""""" ."...",."".....,.,.. ~,,~ " """"..." /~,... rrv---.. (r~ ~ 'L 2,) 0~ ",,' "", / CROAK ROAD STATION 161+00 TO 171+00 CONSTRUCTION RECORD CONTRACTOR BY NO. REfERENCE/REVISIONS DATE APPROVED CHECKED BY GO SCALE IIIRI~T AL' VERTICAL, REVJ[V If' PLllIIS lIS lilT RELIEvE TII: 1I\/II:R/II:vtl.IJ'EA or RESPIJlSI.l.ITY fill ClJIlII[CTllJIlf' MISTAKES. [ARIJlS IIllJllSSI fM. N'PAlIVAl If' ClIlSTIlUCTllJIlJl INSTAl.LATllJI SUU:CT TO INSl'ECTllJI TEST AHIlIlCCEPTNIC[. CITY OF DUBLIN .-.J B NO. PUIl.IC \IORKS DEPARTMENT 19149-10 INTERIM IMPROVEMENT PLANS FOR MA....IN(; NO. CROAK ROAD 4 IlUBL IN CALlfllRNlA SI-I:ET 4 IT 5 INSPECTOR DATE COMPLETED IlAClCAYlSIIIR CMl~~SUA'<<'r'WG ~1421 f1WrIUI DR. JlWlWllOI. CA. ,.. (m~ ~a~._~~~~.~~ ~. INS 0lIl:lMlII'" _ GDII[MI[D"C/IIICIlS,..WcnDC ~ REVJ[IItD BY, 1lI..IN PUIlIC \/IIlI(S DIRECTlR DATE, 10-28-2005 18:48:21 mmcc~" P:\19149\ip-qp\PreIim-1P4.dwcJ '~, '-...". '-"-'-' '-'- .'........., "., ......,., ......., '\.... ", " , "\" '"'" ~ "''-,-" ~ ....., ......- ',-- ................... -o:;~ (.it '\ "\ "-.! ~" (J} R= 1000' . , / / i \. l1=07" 19'45" /",'/i '_,L= 127.92' / ~X. ISTING ROAD T~. pE "::.X,,,:--,--- __,../ ~DONED & ~~~Q _ _ - -- ----""".-.""'- "/./-,, - -/~ -- ,/~// - ,.- _-/ _" /' L! ,/"--;'- '-, :;~==;::::~-. ,,- /. '.... '-"'//) .'..... .... .../ ........---......,--...---- .'..........,'" .'......,.. in ~;.,... ....-.--..-.-.---.--..-..... .- ,);Jt:; ....... ~J,-....__....__.._ ~ , ~ R=4SO' " " l1=20'i"I(31" / __,"'~~:~-- ~" ",L=I58.59' - --~ ~'DA~~GHT '~INt-{~.; ~ "\ .. \ '\\ / fl ---"'-'-' ~J 2 5 ..,-,,-' ,...", ,."",..".. ", " ", '-.. \ --- --- - ~)G~) "..."-,,,,~ ....j, ,.,."/ // .... . ~..~..-.~. -' ," ,// ,-"".. ,,///" ~,......,~., / STATION CROAK ROAD 171+00 TO 184+71.37 -'........""-- .,-.-"-" ... ,.,." ........,.oI!"_ ,...""",,"" ;;.~.~/."... ,." ,-/ ,." ""...' .1',/ ~-,,/ ......,...-" ./' ,/,- (~j'G ~~ ,-/ ", / ./ // / / / ~/ // / /" / J / / / / / / / .j/~'//' NOTts: I. CONDUCT AU. CllIlS1IlUCTION llPERAOONS IIl11N THE EJJSTIlC ROll lJI.ESS SPECF1CAU.Y NOTED 01HERllSE ON PINlS. 2. llHERE PlU'OSllI IIlWlMY IllPRlMllOITS OCCIJI 00TSIIlE ($ EJJSTIlC ROll. ROll SIIIU. ll[ IlWlCIITED TO lMTOI. .J. llHERE MY\JGIIT CIWlIIG EXIENIlS 0UISIIlf: ($ PROPOSED ROll. A CIWlIIG rASEIIOO III ll[ IfEEJ). 4. HATCIIIIG IJENOl[S PRllP05ED PJIVEllENT lIIOlH, SIUl SIWJNG IlENDIES [XIS1IlC RlWIlMY. I IZ1 I 0' 20' 40' llO' CONSTRUCTION RECORD BY NO. REFERENCE/'REVISIONS DATE APPROVED CHECKED BY GO SCALE CONTRACTOR ~IZIJHAL, VERTICAl, \l[VI[V IF PlNlS lIES NOT \l[Ll[vE THE DWIO/l[vELIJ'(R ($ \l[SPOHSIBLIIY rlJl ClJlIl[CTllJllF M1STAI([S. [1lIIIJlS IJIIJIISSI FINIIt. API'ROVIIl IF ClJlSTRUCTIlJIIJI INSTIIlLATIIJI SUU:CT TO INSP[CTllJl TEST NIB ACCl:PT NIt[. CITY OF DUBLIN JOB NO. PUILIC ....ORKS IIEPARTI4EtH 19149-10 INSPECTOR DATE COIM'LETED IIACICAY&_S CMl [NCIH[[RlNCeI..AHO ~.........u S\MYE'l'INC !14211lW1lL1111t. PllASMIOI. CA. ... ~)22$-0110 .-ocao.!IlIW'SIS"'~JlJtlll(~GI~fII' ~fII' ..1Illl:Ml[liIf......CXJllMIID.....,,..b.I~1lOIl. INTERIM IMPROVEMENT PLANS FOR CROAK ROAD DRA....ING NO. \l[VlEvE D BY, IllIIJ" PUIIJC \IlJlKS 81\l[CTIJI Ilo\T[' 5 10-28-2005 18:23:39 mmccleltQn P:\ 191"9\ip-9P\~Iim-IPS.chfg DUBlIN CALJr~IA SHEET 5 [IF' 5 )- I I I / / / ~ 10-28-2005 10:59:49 kmoldenke P:\ 19149\pd\Stoge 2\Exh-OS-Ownership.dwg LEGEND CJ CJ CJ .. .. CJ I CJ ~ BRADDOCK & LOGAN PROPERTIES AT FALLON VILLAGE OPEN SPACE AND IMPROVEMENTS OWNERSHIP/ MAINTENANCE PLAN October 2005 19149-10 LANDS AND IMPROVEMENTS TO BE OWNED BY CITY OF DUBLIN WlTHMASTER HOMEOWNERS ASSOCIATION MAINTAINING PARKWAYS AND TREE PLAN'rING/MAlNTENANCB BAsEMENT AND HOMEOWNER ORMASTBR. HOMEOWNERS AsSOCIATION MAINTAINING SIDEWALK. LANDS AND IMPROVEMENTS TO BE OWNED AND MAINTAINED BY THE CITY OF DUBLIN (pARKS, MULTI-USE TRAILs, AND COLLECTORMBDIANS). LANDSCAPE PARKWAYS TO BE MAlNTAINED BY MAsTER HOMEOWNERS ASSOCIATION. SIDEWALKS ALONG TO SEMI-PUBLIC USE FRONTAGE TO BE MAINTAINED BY SEMI-PUBLIC USE. LAND AND IMPROVEMENTS TO BB OWNED AND MAINTAINED BY DUBLIN UNIFIED SCHOOL DISTRICf (DUSD). LANDS AND IMPROVEMENTS TO BE OWNED AND MAINTAINED BY MASTER HOMBQWNERS ASSOCIATION, WITH EXCEPTION OF PUBLIC UTILITIES. LANDS TO BE OWNED BY GEOLOGIC HAzARDS ABATEMENTDISTRICf, AND MAINTAINED BY A LAND TRUST. CULVERT FOR CORRIDOR CROSSING WILL BE OWNED AND MAINTAINED BY THE CITY OF DUBLIN. LANDS AND IMPROVEMENTS TO BE OWNED AND MAINTAINED BY A GEOLOGIC HAZARDS ABATBMENTDISTRlCf. LANDS TO BE OWNED BY BRADDOCK & LOGAN AND LANDSIIMPROVEMENTS MAINTAINED BY A GEOLOGIC HAzARDS ABATEMENT DISTRICT UNTIL LANDS TRANSFERED TO ANOTHER ENTITIY FOR OWNERSHIP/MAlNTENANCE. LANDS TO BE OWNED BY BRADOOCK.AND LOGAN AND LANDSIIMPROVEMENTS MAINTAINED BY GEOLOGIC HAzARDS ABATEMENT DISTRICT AND DEDICATED TO THE CITY IN THE FUTURE FOR CITY OWNERSHIP AND MAINTENANCE FOR PUBLIC ROADS. ---I , I . NORTH 0' 300' 600' 1200' I I I ~ lIIeDY & SORlPS CIVIL ENGINEERING-LAND PLANNING-LAND SURVEYING PLEASANTON, CA. 94588 (925) 225-0690