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04-0426_VELKA, LANG_Surety Agreement• 0 SURETY AGREEMENT THIS AGREEMENT is made by and between the CITY OF SAN JUAN CAPISTRANO, a municipal corporation, hereinafter referred to as the "City" and Mrs. Lang Velka, an Owner/Builder referred to as "Developer'. WITNESSETH WHEREAS, City will issue Grading Permit No. 47915 to Developer to construct certain designated improvements, more particularly described in Exhibit "A" attached and incorporated herein by reference, which said improvements constitute a portion of that real property at the location of PM 89-393, APN 650-302-19, commonly referred to as 1 Memory Lane. WHEREAS, San Juan Capistrano Municipal Codes Section 8-2.08 requires the posting of financial security to secure the faithful performance and labor and materials forthe grading and installation of improvements connected with issuance of grading permits including the construction of drainage and protection devices and any other corrective work to remove and eliminate engineering and geological hazards. WHEREAS, San Juan Capistrano Municipal Code Section 8-2.09 authorizes the Building Official to require additional bonding as securityto ensure against adverse aesthetic impacts arising from incomplete grading and/or improvements from development projects which have not been completed. WHEREAS, the Building Official finds that the proposed project site is highly prominent and visible to the community, has unique topographic features or involves substantial grading of slope areas. NOW, THEREFORE, in consideration of the premises and promises hereinafter contained, City and Developer agree as follows: 1. Developer's Improvements Obligations. Developer shall, at its sole cost and expense, provide and furnish all labor, materials and equipment for the installation of improvements set forth in Exhibit "A". The grading permit and plans, which further defines the 9 0 improvements in Exhibit "A", are on file in the office of the City's Building Official, and all documents referenced in Exhibit "A" are incorporated herein by reference. Develooer'sSecurity. Developer shall provide a personal check drawn on Bank of America Account 1015802887 Check #2337 subject to the approval of the City Attorney, to secure Developer's improvement obligations required under this agreement. The amount of the bond shall be $4,556.00 for that work described in Exhibit "A". This security of $4,556.00 shall also serve as security for restoration of the site. A copy of the surety instrument, as approved by the City Attorney, is attached as Exhibit "D". Completion of Improvements. To ensure the protection of the public safety, health and welfare, Developershall construct the improvements described in Exhibit "A" in accordance with the schedule as set forth in Exhibit "B", and the conditions as set forth in Exhibit "C". 4. Developer Default. In the event Developer does not complete the required improvements, including erosion and silt control measures within the time required, using Best Management Practices (BMP) in implementing a Water Quality Management Plan in full compliancewith Orange County National Pollutant Discharge Elimination System (NPDES) Storm Water Implementation Agreement and San Juan Capistrano Municipal Code Section 8-14, orabandons the project site, or suspends work for more than twenty working days other than previously prescribed, City shall have the right to immediately declare a default and to make demand on the surety for performance. 5. Restoration of Site. San Juan Capistrano Municipal Code Section 8-2.09 allows the City to require bonding as security to ensure against adverse aesthetic impacts arising from uncompleted grading, drainage and/or improvements which includes illicit non - storm drain water discharge. The purpose of this bonding shall be to restore the property to its original condition if the Developer defaults. This restoration shall include but not be limited to the following: A. Dismantle and/or demolish improvements; B. Grade property to its original contours as shown on the grading plan referred to in Exhibit "A"; C. Remove all debris and construction materials from the site; and 0 D. Install erosion and silt control devices, including hydroseeding, to insure a uniform vegetative cover, or equivalent stabilization measures which include the use of such Best Management Practices as blankets, fiber matrices, catch basin filters, or other erosion resistant soil coverings or treatments to satisfaction of the Director of Engineering and Building. 6. Attornev'sF . Developer agrees to pay City such sum as the court may judge as reasonable for the legal services of an attorney representing the City in an action brought to enforce or interpret the obligations of this agreement, and such sum shall be made apart of anyjudgment in such action against Developer if such action is determined in favor of said City. 7. Developer's Work in Safe Condition. Developer shall perform all work in a safe workmanlike manner and shall take such precautions as may be necessary to warn and protect the public from any dangerous condition caused by the construction of said improvements. 8. Liabili . Developer shall hold City, its officers, and employees harmless from any and all claims, demands, causes of action, liability or loss of any sort because of, or arising out of, the acts or omissions of Developer, his contractor, subcontractors, agents or employees in the performance of this agreement. In witness whereof, the parties have executed this agreement as of �1(p , 2064- at San Juan Capistrano, California. Developer h. - By: Mrs. L ng Velka Owner/Builder Approved as to Form: By: John Sh City Attorney City of San Juan Capistrano 1:k,L1G� 0 EXHIBIT "A" 1 Memory Lane Velka Residence 0 Item 1: Construction of all on-site grading (cut, fill and slope stabilization) operations in accordance with Grading Permit No. 47915 and the Developer's plans and supporting documents as listed below: (A) Grading Plan for 1 Memory Lane, dated February 23, 2004, prepared by Tritech Associates, Inc., Hong Cao, RCE No. 047118. (B) Geotechnical Report for 1 Memory Lane, dated December 16, 2003, prepared by Coleman Geotechnical, James R. Coleman, No. GE 229. Item 2: Construction of all on-site improvements in accordance with Grading Permit No. 47915 and Developer's grading plans referenced in Item 1 above, including, but not limited to: driveways, parking areas, retaining walls, erosion and silt control, terrace drains, down drains, sub -drains, area drainage systems, and private storm drain systems not a part of Developer's Improvement Plans filed with the City Engineer. 0 EXHIBIT "B" 0 SCHEDULE FOR COMPLETION OF IMPROVEMENTS Completion Date October 2004 October 2004 Task Rough Grade Certification Landscape Irrigation (Interim) October 2004 Landscape Planting (Interim) 0 EXHIBIT "C" CONDITIONS FOR COMPLETION OF IMPROVEMENTS A. The grading forthis project shall be in strict conformance with the grading plans and related documents as described in Exhibit "A" and Grading Permit No. 47915. B. Grading operations shall commence within fourteen (14) calendar days after issuance of Grading Permit No. 47915. Winter grading will be conducted in strict accordance with the dynamic erosion and silt control plan submitted bythe Developer, and approved bythe City. This erosion and silt control plan reflects erosion and silt mitigation measures for expected grading conditions as the work progresses through the winter season and shall not be amended except with the permission of the City. In the event Developer does notwish to implement winter grading, or permission for winter grading is rescinded, static erosion and silt control plans reflecting current conditions of grading shall be submitted within ten (10) days of cessation of work. These plans shall: 1. Identify all pollutant sources including sources of sediment that may affect the quality of storm water discharges associated with the construction activity. 2. Include the erosion and sediment control planting and hydroseeding to insure a uniform vegetative cover or equivalent stabilization measureswhich include the use of such Best Management Practices as blankets, fiber matrices, catch basin filters or other erosion resistant soil covering or treatments to the satisfaction of the City Engineer. C. A sequence plan of grading operations shall be approved by the City prior to the issuance of any grading permit for this project. Any variation or deviation in the sequence of operations must be recommended, in writing, bythe supervising civil and soils engineers and approved by the Building Official prior to performing any work related to the variation or deviation. D. The supervising civil engineer and soils engineer shall file biweekly progress reports of all grading operations with the Building Official. An interim compaction report, for thatwork completed atthe time work is suspended forthe rainy season, shall be filed 0 9 with the Building Official. This interim report shall conform to the grading code requirements for final compaction reports. E. Contractor shall control dust to the satisfaction of the Building Official or his deputy. During grading, Contractor shall keep water truck on site and dampen work area, grounds, and loaded trucks. F. Grading operations suspended during the rainy season shall be resumed no laterthan 15 days from date of suspension termination. G. Installation of interim erosion and sediment control devices and systems shall commence within seven (7) days after rough grade certification has been approved by the Building Official and must be completed within fifteen (15) days of rough grade certification. Final erosion and sediment control devices, planting, landscaping and irrigation systems shall be installed prior to final inspection of the grading permit. H. All work shall be performed in strict observation of the Hours of Operation in accordance with San Juan Capistrano Municipal Code Section 8-1.03. I. Contractor shall adhere to conditions of haul route permit and encroachment permit issued by the City Engineer. J. Parking for construction crew is to be on-site. K. Developer shall provide all traffic control measures as required for safe vehicular movementand shall secure an encroachment (haul -route) permitfrom the Engineering Department prior to issuance of the grading permit. 0 0 Plan Check Application No. Permit No. 4_2 115 CITY OF SAN JUAN CAPISTRANO MISCELLANEOUS RECEIPT Project Name Project Address Applican Address Phone Building Plan Check ...................................................... $ (01-4411) Grading Plan Check ...................................................... $ (01-4413). On -Site Plan Check ...................................................... $ (01-4413) Special Inspection/Re-Inspection.................................. $ (01-4412) Geotechnical/Soils Plan Review .................................... $ (01-4419) ( ) Copies @ 0.20/ each ........................................ $ (014521) Other .. cJG�r��i,.............................. $ ¢Sv�IP — (/9— )�-7 iAPZ TOTAL ....................................... $ 4.5,50 NOTE: APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION/DEPOSIT SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID. UNIFORM BUILDING CODE SECTION 304 (d) Prepared By Department of Engineering & Wilding Date 0 § §r : � t � S \ Co � '@ �a 7/ \\ Ln 0 rnrmK \ � e £ § � w w ELI m tz I I I I Ig ¢' cl I I C O Z Q � Q NO¢ Z a° age Uwe Zad aoz Zay aoa tl%NU LL°z }0 F V N • P • JA N 2 9 2004 SUMMARY OF IMPROVE" IY'ICE,NTP-ESTIMATE PROJECT: 1# MEMORY LANE SAN JUAN CAPISTRANO, CA. JOB NO:031013 ITEM A. PUBLIC WORK (OFF-SITE) IMPROVEMENTS: 1. REMOVE EXISTING CONCRETE DRIVEWAY & REMOVE EXISTING CURB 2. CONSTRUCT CONCRETE CURB & GUTER 3. CONSTRUCT 4' CONCRETE SIDE WALLK 4. CONSTRUCT CONCRETE DRIVEWAY APRON 5. CONSTRUCT 6" A.0/BASE PAVEMENT 6. INSTALL HANDICAP RAMP 7. CONSTRUCT CROSS GUTTER 8. RELOCATE WATER METER 9. INSTALL NEW WATER METER 10. REMOVE STREET LIGHT 11.INSTALL NEW STREET LIGHT 12. LANDSCAPE & INSTALL SPINKLER SYSTEM 13. INSTALL NEW FIRE HYDRANT 14. WATER LATERAL 15.6" WATER MAIN 16.8" SEWER MAIN 17.4" SEWER LATERAL 18. SEWER MAINHOLL PER A.P.W.A. STD. PLAN NO. 200-0 19. CONST. 8" CURB & 18"GUTTER SUB TOTAL: CONTINGENCY: TOTAL OFF SITE IMPROVEMENT B:GRADING: 1. EARTH WORK (FILL & CUT) 2.RETAINING WALL CONTINGENCY: TOTAL GRADING: C:DRAINAGE: 1.SANDBAGS 2. FIBER ROLLS 3. STABILIZED CONSTRUCTION ENTRANCE 4. CONSTRUCT CONC. PAVING 5. CONSTRUCT CONC. CURB & GUTTER 6. CONSTRUCT 6" PVC PIPE SUB TOTAL: CONTINGENCY: TOTAL DRAINAGE: TOTAL: BOND TOTAL: QUANTITY UNIT COST TOTAL ( $ ) L.F. 2 $/L.F. 0 20 L.F. 15 $/L.F. 300 150 S.F. 4 $/S.F. 600 186 S.F. 5.7 $/S.F. 1060.2 52 S.F. 2.5 $/S.F. 130 EA. 2,000 $/EA. 0 S.F. 7.4 $/S.F. 0 EA. 400 $/EA. 0 EA. 2,000 $/EA. 0 EA. 1,000 $/EA. 0 EA. 1,500 $/EA. 0 S.F. 1.5 $/S.F. 0 EA. 3,500 $/EA. 0 LF. 15 $/EA. 0 L.F. 30 $/L.F. 0 L.F. 50 $/L.F. 0 L.F. 25 $/L.F. 0 EA. 3,500 $/EA. 0 LF. 15 $/LF. 0 $ 2090.2 20% $ 418 $ 2 8 214 C.Y 1.2 $/CY. 256.0 (/ J N ITT( �L 70( 20% $ 51 --c $ 308 340.00 EA. 1.8 $/EA. 612ok 5 LF. 25 $/RL. 125 1 LOT 2000 $/LS. 2000 • F 1031 S.F. 4 $/S.F. 4124 l LF. 15 $/EA. 0 LF. 15 $/LF. 0 6861 20% $ 1,372 $ 8,233 $ 11,050 $ 11,050