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16-0803_DAILEY, PATRICK F._Certificate of Deposit\. I. CITY OF SAN JUAN CAPISTRANO IRREVOCABLE ASSIGNMENT OF POWER TO WITHDRAW TIME CERTIFICATE OF DEPOSIT GRADING SURETY AGREEMENT SECURITY DEPOSIT WHEREAS , hereinafter referred to as the "Developer has entered into that certain 'GRADI G U ETY AGREEMENT" dated ------ 2016, and identified as project 31400 EJ Camino R eal (City Job No:B15-1420), located at 31400 El Camino Real, City of San Juan Capistrano ("Agreement") with the City of San Juan Capistrano, hereinafter referred to as the "City"; and WHEREAS, the Developer is required by the Agreement to provide the City with a security deposit to guarantee (1) the Developer's full and faithful performance of all terms, conditions and covenants of the Agreement; (2) the payment of all contractors, subcontractors, laborers and materialmen who have furnished labor or materials to Developer for those improvements that are the subject of the Agreement; and (3) the performance of all warranty and guarantee obligations under the Agreement, collectively referred to as the "Obligations"; and WHEREAS, to provide for performance of the Agreement and the Obligations further described therein, the Developer has deposited a "Time Certificate of Deposit" numbered ~4-q ~00* I CnvWeQ~ f1tnk. drawn by (BANK/FINANCIAL INSTITUTION), a financial institution subject to regulation by the State of California and/or the Federal Government of the United States of America ("Bank"), in the amount of One Hundred Forty Four Thousand Eight Hundred Seventy Dollars ($144,870) with the City to be used by the City Engineer or his or her designee, to perform the Obligations under the Agreement which, in the opinion of the City Engineer or his or her designee, the Developer fails to adequately perform. NOW THEREFORE, the Developer hereby irrevocably assigns to the City Engineer or his or her designee and without any additional authority from the Developer, the sole power to withdraw any or all of the said funds which are needed to perform any of the Obligations contemplated by the Agreement, which have not been performed to the satisfaction of the City Engineer or his or her designee, or within the time specified in said Agreement, if any. The Developer irrevocably relinquishes any and all power to withdraw from the "Time Certificate of Deposit." This authorization and said "Time Certificate of Deposit" shall in no event be construed as a limitation upon the liability of the Developer in securing performance of the Agreement and the Obligations thereunder. Bank agrees that the Bank will transfer funds from the "Time Certificate of Deposit" to the City in accordance with instructions provided to the Bank by the City at the time of the draw upon receipt of one or more notices signed by the City Engineer or his or her designee that funds are required to satisfy the Obligations. The "Time Certificate of Deposit" shall be held by Bank until the City releases the "Time Certificate of Deposit" by letter to the Developer and Bank upon determination by the City Engineer or his or 61147.02100124821706 .1 B 15-1420 I , CITY OF SAN JUAN CAPISTRANO her designee that the Developer has fully and satisfactorily completed the Agreement and Obligations thereunder. Developer and Bank agree that: (1) until such time as the Obligations are fully performed, the "Time Certificate of Deposit" shall be the property of and shall be held in trust by Bank for the benefit of City and any statements issued by Bank for the same shall be delivered to City; (2) Developer shall not encumber or pledge the funds held in the "Time Certificate of Deposit" for any purpose; (3) Bank will not permit Developer or any other person or entity to withdraw funds from the "Time Certificate of Deposit," unless and until the Bank receives the signed original of the letter to Developer from the City Engineer or his or designee certifying that the Developer has fully and satisfactorily completed the Agreement and Obligations thereunder. IT IS FURTHER AGREED, in the event that the funds in the "Time Certificate of Deposit" should for any reason become unavailable for distribution to City prior to the completion of the Obligations, then within five (5) business days' notice from City, Developer shall provide a substitute security in a form and amount that is reasonably acceptable to City. IT IS FURTHER AGREED, Bank shall subordinate any present or future security interest it may have in the "Time Certificate of Deposit" to the security interest of City therein and shall not exercise any right of set-off, recoupment, counterclaim or any similar right in connection with any funds in the "Time Certificate of Deposit" until such time as the "Time Certificate of Deposit" has been released by City. As of the date hereof, Developer and Bank represent that there are no control agreements outstanding in respect of the "Time Certificate of Deposit" and neither is aware of any lien or encumbrance that may or will affect the "Time Certificate of Deposit." Date: VI ~11o I~ Date: (pf?:2o(t(p 61147.02100124821706 .1 B 15-1420 . , • I • CITY OF SAN JUAN CAPISTRANO Signatures of those signing for the Developer and Financial Institution must be notarized and evidence of corporate authority attached. A copy of the Power-of-Attorney to local representatives of the Financial Institution must be attached hereto. (signatures continued on next page) 61147.021oo\2482!7o6.1 B 15-1420 '·. CITY OF SAN JUAN CAPISTRANO ACCEPTED: CITY OF SAN WAN CAPISTRANO By A~ Its: City E ng ine: Mailing Address: 32400 Paseo Adelanto ~ San Juan Capistrano, CA 92675 61147.0210012482!706.1 B 15-1420 CIVIL CODE § 1189 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ~~~~--~--~-~-~~~~~~~~~~~~~~ A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California Countyof _O_RA __ N_G_E __________________ __ On 6/30/2016 before me, GABRIELA DOMINGUEZ, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared ----------}/\'tcXleA (.e,.. A .TU t'l!{ Name(s) of't>igner(s) who proved to me on the basis of satisfactory evidence to be the person(~ whose name~(@/are Sl.l~~bed to the within instrument and acknowled~d to me that he/she/thJy executed the same in hi~/their authorized capaclty(i~). and that by his/~their signature~ on the instrument the person(~ or the entity upon behalf of which the person~ acted, executed the instrument. Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS -----------------------------opnONAL---------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ~~~~~~U.~~~~::__ Number of Pages: Signer(s Capacity(ies) Claimed by Signer(s) Signer's Name: ---------------------- 0 Corporate Officer -Title(s): _________ _ 0 Partner -0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: ------------------ Signer Is Representing: _________ _ Signer's Name:--------------------- 0 Corporate Officer -Title(s): ________ _ 0 Partner-0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: ---------------- Signer Is Representing: --------------- ~~~~--~~~~~~~~~~~~~~~~~~ ©2014 National Notary Association· www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 ' ' CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California Countyof _O_RA __ N_G_E __________________ __ on 6/30/2016 before me, GABRIELA DOMINGUEZ, NOTARY PUBLIC Date B , Here Insert Name and Title of the Officer person~~ appeared ~-~-~--~--~--~-~~~~~~~~~~~~~~~-~~~~·-~~~~~~~~~~~~~-­ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be t~e erson{:$3: whose name~re subscribed to the within instrument and acknowledged to me tha e t:teAA~executed the same in @her+:t.Aeir authorized capacity(i~ and that by~eir signature~ on the instrument the person~, or the entity upon behalf of which the perso~) acted , executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my Place Notary Seal Above -----------------------------OPTIONAL----------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Do ument Title or Type of Document: r re€1Yt..eAf\+ Document Date: _lo__,_,/'3'-i.J:::c..lwl--"l.f=¥----- Number of Pages: Signers) Other Than Named Above: ------------------------- Capacity(ies) Claimed by Signer(s) Signer's Name : ---------------------- 0 Corporate Officer -Title(s): ------------- 0 Partner -0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other:-------------------- Signer Is Representing : ________ _ Signer's Name:------------- 0 Corporate Officer -Title(s): _______ _ 0 Partner-0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: --------------- Signer Is Representing : ---------------- ~ ,. -~~-·~~~~~~~~~~ ©2014 National Notary Association· www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 '. .#W4f,_ 1 1 OneWest Bank · .., • .,. A Division of C IT Bonk. N A . This receipt is issued to: Patrick F Dailey (For The City Of San Juan Capistrano) 32400 Paseo Adelanto San Juan Capistrano CA 92675 Opening Date: 06/30/2016 Account Description (Type): Personal Certificate of Deposit Opening Balance: $144,870.00 Minimum Balance Required: $1,000.00 Initial Term: 3 Months Interest will be: Mailed to Customer X J Credited to Account '. --~ Paid to (alternate name) Opened by : ~~-illhl 1 )~~ S lg n;~'t CERTIFICATE OF DEPOSIT RECEIPT Account Number: 2449488341 IRA Number: Statement Frequency : Quarterly Interest Rate: 0.300% Annual Percentage Yield: 0.30% Interest Payment Frequency: Monthly Frequency of Compounding: Daily Maturity Date: 09 /30/2016 Grace Period Beg ins : 09/30/2016 Transfer to Account Number: ~Member LENDER FDIC \ . .. ,. 31400 EL CAMINO REAL. DAILEY RESIDENCE CONSTRUCTION COST WORKSHEET Grading and On Site Improvements PARCEL MAP OR TRACT MAP 8 BLK 5, TRACT 808 SAN JUAN CAPISTR. DATE : __ 1,;.;.,/6;;;.;/2;;.;;0....;..16;;;.....__ GRADING AND ONSITE IMPROVEMENTS: Street/Drainage + *Flood Control Erosion Grading Total Maintenance Retention (10%) GRADING PLAN CHECK (Applicable % of Estimated Construction Costs or Minimum, whichever Is greater) =$ $ $ $ $ $ 8,662.50 1,100.00 6,336.00 128.771.50 144 ,870.00 28 ,974.00 GRADING BOND: (Based on 30% of project cost cut or fill volume, 50% of on-site, non-City maintained drainage and 100% of the cost of erosion cont rol fac iliti es.) $ $ 0.00 DESIGN ENGINEER'S CALCULATION OF PLAN CHECK AND BOND Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatlcal extensions, using these unit costs, are accurate for determining plan check costs Signatu re~ 1/6/2016 Date JACQUE LYN O'BRYAN 55601 12-31-16 Name Typed or printed RCE# Exp. Date Civil Engineer's Stamp 1. Quantities are to be taken from the Grading Plans. Unit cost are to be as provided on this Construction Cost Worksheet. For Construction items not covered by this Construction Cost Worksheet, Design Engineer is to provide his opinion of construction cost and use of the cost. If the Costs are determined to be too low, in the opinion of the design engineer, the higher costs the should be use d. 160106 ENGINEERS ESTIMATE1/71201612:45 PM PROJECT: QUANTITY UNIT L.s-. C.Y. S.F. C.Y. C.Y. TON S.F. TON S.F . L.F . L.F. L.F . L.F . L.F. S.F. 1500 S.F. S.F. EA. L.F . L.F. EA. EA. EA. L.F. L.F. S.F. S.F. L.F. L.F. S.F. L.F. L.F. EA. EA . EA . L.F . EA. EA . S.F. L.F . L.F . L.F . CONSTRUCTION COST WORKSHEET ON SITE STREET IMPROVEMENTS ITEM Move-In's Roadway Excavation Balance Street Grade and Parkways Import I Export Dirt I I Base Material Class II I A. C . Pavement ( Thickness) 144 lbs/Cu. Ft Asphalt Overlay (0.1 0') Asphaltic Emulsion (Fog Seal) Decorative Pavement I Stamped Concrete P.C.C. Curb and Gutter (Type A-6) P .C .C . Curb and Gutter (Type A-8) P .C .C. Curb and Gutter (Type C) P .C .C. Curb (Type D-1) P .C .C. Curb (Type D) P .C.C . Cross Gutter and Spandrels P .C.C . Sidewalk P .C .C . Drive Approach P.C.C. Sidewalk Handicap Ramps A.C. Dike (8") A.C. Dike (6") A.C. Overside Drain Adjust Manhole to Grade Adjust Water Valve Can to Grade Sawcut -Asphalt Sawcut -Concrete Grind A.C. Pavement (.10') Remove A. C. Pavement Remove Curb and Gutter Remove A. C. Dike Remove Sidewalk Remove Barricade Install Barricade Delineators (Cl ass 2) Relocate Wooden Power Pole Street Light Utility Trench Electric Service Meter and Pedestal Street Trees; (15 Gallon ) with Root Barriers Landscaping and Irrigation 6' Chain Link Fence Remove Chain Link Fence Relocate Chain Link Fence 160106 ENGINEERS ESTIMATE1/7/201612:45 PM DATE: 1/6/2016 UNIT AMOUNT COST $ $ 0.00 $ 18.00 $ 0.00 $ 0.50 $ 0.00 $ 9.00 $ 0.00 $ 60.00 $ 0.00 $ 90 .00 $ 0 .00 $ 0.90 $ 0.00 $ 600.00 $ 0.00 $ 10.00 $ 0.00 $ 15.00 $ 0.00 $ 17.00 $ 0.00 $ 15.00 $ 0.00 $ 13.00 $ 0.00 $ 16.00 $ 0.00 $ 12 .00 $ 0.00 $ 5.25$ 7,875 .00 $ 8.25$ 0.00 $ 1,500.00 $ 0.00 $ 12.00.$ 0.00 $ 10.00 $ 0.00 $ 750.00 $ 0.00 $ 500 .00 $ 0.00 $ 150.00 $ 0.00 $ 1.50 $ 0.00 $ 5 .00$ 0.00 $ 1.00 $ 0.00 $ 1.20 $ 0.00 $ 12 .00 $ 0.00 $ 3.50 $ 0.00 $ 8.00 $ 0.00 $ 10.00 $ 0.00 $ 35 .00 $ 0.00 $ 45.00 $ 0.00 $ 15,000.00 $ 0.00 $ 4,000 .00 $ 0.00 $ 25 .00 $ 0.00 $ 10,000.00 $ 0.00 $ /!'in on$ 0.00 $ 4.50 $ 0.00 $ 15.00 $ 0.00 $ 7.50 $ 0.00 $ 12 .00 $ 0.00 $ $ 0.00 Subtotal $ 7,875.00 1 0% Contingenc; $ 787.50 Total $ 8,662.50 . \ . ~ .. PROJECT: QUANTITY UNIT L.F. L.F. EA. EA. EA. EA. EA . EA. L.F. L.F . L.F . L.F . L.F . L.F . L.F . L.F . EA. EA. EA. EA. EA . EA. EA . EA. EA . EA. EA. EA. EA. EA. EA. EA. L.F . C.Y. C.Y. EA. L.F . C.Y . 2 EA . CONSTRUCTION COST WORKSHEET ON SITE STORM DRAIN IMPROVEMENTS ITEM 18" R.C.P . 24" R.C.P. 30" R.C.P. 36" R .C.P. 42" R.C.P. 48" R.C.P . 54" R.C.P . 60" R.C.P . 18" C.M.P. HOPE or Equal 24" C. M.P. HOPE or Equal 30" C .M.P . HOPE or Equal 36" C .M.P. HOPE or Equal 42" C.M.P. HOPE or Equal 48" C.M.P . HOPE or Equal 54" C.M.P . HOPE or Equal 60" C. M.P. HOPE or Equal Catch Basin W=4' Catch Basin W=7' Catch Basin W=10' Catch Basin W=14' Catch Basin W=21' Catch Basin W=28' Manhole #1 -33" or smaller pipes Manhole #2 -36" or larger pipes 1 Manhole #3 -Box Manhole #4 Adjust Manhole to Grade Junction Structure #1 -_Qij)_e to box Junction Structure #2 -pipe to pipe Junction Structure #6-concrete channel Transition Structure No. 1 (Pipe to Box) Transition Structure No. 2(Box to Box) Transition Structure No. 3 {Pipe to Pipe} Rip Rap (1/4 Ton) Rio Rap (1/2 Ton) Rip Rap {1 Ton) Rip Rap (2 Tonl Grouting Concrete THROUGH WALL DOWN DRAIN 160106 ENGINEERS ESTIMATE1/7/201612:45 PM DATE: 1/6/2016 UNIT AMOUNT COST $ 75.00 $ 0 .00 $ 82.00 $ 0.00 $ 87.00 $ 0.00 $ 97.00 $ 0.00 $ 107.00 $ 0.00 $ 119.00 $ 0.00 $ 135.00 $ 0.00 $ 150.00 $ 0.00 $ 40.00 $ 0.00 $ 50.00 $ 0.00 $ 60 .00 $ 0 .00 $ 70.00 $ 0.00 $ 80.00 $ 0.00 $ 100.00 $ 0.00 $ 110.00 $ 0.00 $ 120.00 $ 0.00 $ 3,700.00 $ 0.00 $ 4,845 .00 $ 0 .00 $ 5.800.00 $ 0.00 $ 7,080.00 $ 0.00 $ 8,820 .00 $ 0.00 $ 11,760.00$ 0.00 $ 5,768 .00 $ 0.00 $ 6,695.00 $ 0.00 $ 5,768.00 $ 0 .00 $ 6,695.00 $ 0.00 $ 500.00 $ 0.00 $ 3,500.00 $ 0.00 $ 4 .900.00 $ 0.00 $ 6,000.00 $ 0.00 $ 15,500.00 $ 0.00 $ 12,500.00 $ 0 .00 $ 5,700.00 $ 0.00 $ 40.00$ 0.00 $ 45.00$ 0.00 $ 50.00$ 0.00 $ s5·.oo $ 0.00 $ 83.00 $ 0.00 $ 0.00 $ 0.00 $ 500.00 $ 1 000.00 $ 0.00 $ 0 .00 $ 0.00 $ 0.00 $ $ 0.00 Subtotal $ 1 000.00 1 0% ContingenC1 $ 100.00 Total $ 1,100.00 I. '. .. PROJECT· QUANTITY 100.00 50.00 1.00 1.00 UNIT CONSTRUCTION COST WORKSHEET EROSION CONTROL & WATER QUALITY BMP's ON SITE EROSION CONTROL IMPROVEMENTS ITEM EROSION CONTROL EA. Gravel Bags (1-foot length) $ L.F. Gravelbag Barrier (2 bags on bottom, 1 bag top) $ L.F . Gravelbag Checkdam (6 bags 3-2-1) $ $ l.F. Silt Fencing $ L.F . Silt Fencing -wire reinforced $ L.F . Fiber Roll/ Straw Wattle $ S.F . Straw Matt -double sided $ S.F . Straw Bales $ S.F. Jute Netting $ S.F . Polymer Soil Binder I Tackifier $ S .F. Hydro Mulch -2000#/ac + 200#/ac binder $ S .F. Blown Fiber Mix -prepkg'd . 3500 #/ac $ S .F. Blown Fiber M ix -wl Hydroseed $ EA. Stabilzed Canst. Entrance (30'x50' rock & fabric) $ TON No. 2 Course Aggregate $ MONTH Shaker Plates (2 each per month rental) $ E. A. Concrete Washout (6 .5 CY bin) $ S.F . Visquene (1 0 mil) $ C.Y. Export Sediment $ 4 HR Water Truck (4hr minimum) $ 4HR Street Sweeper {4hr minimum) $ 4 HR Maintenance (4 man crew, 4 hr minimum) $ $ $ $ $ WATER QUALITY BMP's l.F. Sand Filter Trench w/ PVC Drain Pipe $ L.F. Infiltration Trench w/o PVC Drain Pipe $ E.A. Dry Well $ L.S. Underground Infiltration I Detention Chambers $ L.F. Vegetated Bio Swale $ S .F. Porous Ashpalt $ S.F. Porous Concrete Pavers $ S.F. Porous Landscape Detention Basin $ E.A. Kristar Drop In let Insert L$ E. A. Clearwater Solutions CB Insert $ E. A. Inlet Stencil "No Ra in in the Drain" $ $ $ $ $ DATE· UNIT COST 2.50 $ 5.10 $ 10.20 $ 3.00$ 5.70 $ 3.54$ 0.30 9.90 0.36 0.04 0.06 0.17 0.21 2,100.00 $ 26.00 $ 240.00 $ 3,000.00 $ 0.10 $ 10.00 $ 480.00 $ 600.00 $ 864.00 $ $ $ $ $ 40.00 $ 28.00 $ $ $ 8.80$ 6.00$ 9.00 $ $ 800.00 $ 4.000.00 $ 95.00 $ $ $ $ $ Subtotal $ 1 0% Contingenc $ Total $ 160106 ENGINEERS ESTIMATE1/7/201612:45 PM 1/6/2016 AMOUNT 0.00 510.00 0.00 0 .00 150.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,100.00 0.00 0.00 3.000.00 0.00 0 .00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,760.00 576.00 6 ,336.00 ~ .. PROJECT QUANTITY UNIT L.S . 0 Acre EA. L.F. L.F . E. A. L.S. L.S. L.S. 586 C.Y. C.Y. S.F. 484 C.Y. L.F . L.F. L.F . L.F . L.F. L.F . EA. S.F . EA. L.F. L.F. S.F. S.F. L.F . L.F . CONSTRUCTION COST WORKSHEET ON SITE GRADING DALEY 31400 EL CAMINO REAL ITEM Move-in I Mobilize Clearing and Grubbing up to 6" Trees Remove existing tree above 6" Remove existina fence Remove Existing Concrete Drain CapWell Remove Septic Tank Demo I Remove Existing Structure Asbestos Study & Removal Cut I Fill {Larger of the two) Over-excavation I Remedial Balance Street Grade I Parkways Import I Export Dirt 6' Wide Trapezoidal Graded Ditch per detail 6" Subdrain 8" Subdrain Interceptor Drain Std. 432 Terrace Drain Std. 415a Down Drain Std. 415b Terrace & Down Drain Intersection Std. 415c Masonry Splash Wall Std. 415a Down Drain & Pipe transition Std. 431 1' Wide "V" Ditch behind ret. wall per detail Gabion drop structure per detail Turf Block all weather access Concrete Slope Protection per detail Relocate Chain Link Fence Remove Chain Link Fence DATE· UNIT COST $ $ $ 5,000.00 $ $ 250.00 $ $ 5.00 $ $ 10.00 $ $ 2,500 .00 $ $ $ $ $ $ $ $ $ $ 10.00 $ $ 1.75 $ $ 0.50 $ $ 20.00 $ $ 35.00 $ $ $ $ 20 .00$ $ 25.00 $ $ 25 .00 $ $ 30.00 $ $ 25.00 $ $ 200.00 $ $ 15.00 $ $ 1,000.00 $ $ 15.00 $ $ $ $ 60.00 $ $ 6.50 $ $ 5.00 $ $ $ $ 12.00 $ $ 7.50 $ $ $ $ $ 1,800 S.F, RETAINING WALLS NOT A PART OF BUILDING $ 50.00 $ 1 L.S. REMOVE EXISTING WALL ' 2,500.00 $ $ $ 1 L.S. WATER LATERAL $ 3,000.00 $ 1 L.S . SEWER LATERAL $ 3,000.00 $ 3 EA. AREA DREAINS $ 50.00' $ 125 L.F . 4'' PVC DRAIN PIPE $ 15.00 $ $ $ $ $ $ $ 15,540.00 Subtotal $ 3,885.00 10% Continoenc $ 19,425.00 Total $ 160106 ENGINEERS ESTIMATE1nt201612:45 PM 11612016 AMOUNT 0.00 1,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,860.00 0.00 0.00 9,680.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,000 .00 2,500.00 0.00 3,000.00 3.000.00 150.00 1,875.00 0.00 0.00 0.00 117,065.00 11,706.50 128 ,771.50