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HomeMy WebLinkAbout2005 09 07 - Resolution R-05-37 Final Plate rntt of EBA`TKN Z � 7 �� HOME OF PELICAN ISLAND CITY OF SEBASTIAN AGENDA TRANSMITTAL Subject: Resolution R-05-37 Final Plat for Agenda No. n5, () 7 2— Ashbury Ashbury Subdivision Department Origin: Growth Managem Purchasing/Contracting: Ap ov or Submittal by: City Manager Finance Director: City Attorney: City Clerk: er Date Submitted: September 7, 2005 For Agenda of. September 14, 2005 Exhibits: Resolution R-05-37, Application, Performance bonds, Non -monotonous plan, and Final Plat EXPENDITURE REQUIRED: AMOUNT BUDGETED: APPROPRIATION None REQUIRED: SUMMARY Clark Development Company has filed an application for final plat for the 56.25 acre, single-family residential Ashbury Subdivision. The private, deed -restricted subdivision includes a total of 195 single-family units thus creating a density of 3.47 units/acre, and is accessed from an entrance off CR 512 westbound near Orange Heights. Staff has verified that the final plat is in accordance with the preliminary plat approved by Resolution R-04-42 on October 27, 2004. The City Attorney has reviewed the plat dedications. The subdivision's bylaws, covenants, and restrictions address a non -monotonous color and building scheme for the residences. Additionally, all engineering, and surveying details have been satisfied in accordance with Florida Statutes. As allowed by the City's land development regulations, the developer has posted a bond in the amount of 110% of anticipated construction completion costs so as to permit final platting prior to completion of infrastructure and site development requirements. The City Engineer has reviewed and accepted the estimated remaining costs, and the City Attorney has reviewed and approved the performance bonds. The City has required a separate performance bond for the construction of the sidewalks, which must be completed within two years. Currently sidewalks are constructed lot by lot as each individual building permit is issued. The sidewalk bond will provide for a complete system regardless of remaining vacant lots after a reasonable period of time of new home construction. RECOMMENDED ACTION Approve Resolution R-05-37 to accept the final plat for Ashbury Subdivision conditional on approval of the Developers Agreement for Powerline Road. !aE� City of Sebastian ilrrinr Annlir_nfinn Permit Application No. Hum Vr YtUTAN Dt U • • • — ` ` - — - - Applicant If not owner, written authorization - - - - _ notarized from owner is required) Name: Lin Address:I t i ' r ' 515 1 Sorer \N1'C-6arf2 �+ . Su,i c E W(5- f -1 if wtVV)e' Phone Number: ('371 ) '(2.3 - qg 6 FAX Number: ( ) - E -Mail: _ 4o l , Unit: Subdivision: Owner If different from applicant) 1d' R I 8 LJ n(c rL. Name: Address: I ' _66 (rr >ZA (MAI %)rl ►Je ✓e -res 2 - Phone Number: ( } - FAX Number: E -Mail: Title of permit or action requested: L`Ocd n, 1 / PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): /' } , r j Q B. Site Information Address: n �, 1- � i 1l , n� Lot: Block: l , Unit: Subdivision: Indian River County Parcel #: 1010 - 000co - 5CX)a , Of:)01 . U 15. o 31 -39, o't. Zoning Classification: � Future Land Use:pu t"� Existing Use: ^, Proposed Use: Co'n (e hEr, S,\Y— La"C t,(jf er,Cac 11�'i. o l 1 C ��.� ``k .1_;�f.�•yr. l t F�)l(.I♦°r}"1(A� 11,.. C:r i t- i cn. C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): � �1 — I IV1G�l� G�� 1 'iJ► O�i'�1 -R'T� 1 l�r1 Pre hens � :i� LCtr(i, i�_�L 'I c ;1 ,1 i � � I; i ) +�; +.. � lY l/� Y' �. t �. DATE RECEIVED:/' 0 7•— FEE PAID: $ S�•6 /RECEIV N atta e ; 2005 L, , ,i Permit Application No. D. Project Personnel: Agent: Name:&h LdYe ' qq � L�� ' {� ��, L Address nc"y) (:&Vcf Nd Swi i 4y a 3Z9(P0 Phone Number: (7-72_) -110 - C IeZZ FAX Number: ('IZZ) "I9D - R;L4 (�, E -Mail: �Q 'club n Attorne): .Name: Address Phone Number: ( ) - FAX Number: E -Mail: Engineer: Name: Sfnc s Address Phone Number: ( ) - FAX Number: E -Mail: Surveyor: Name: �p Address nn� 111 � Ccv) I&-vnv- a\J t, 2_QZ _ aloPhone Number: (i72) - (ZI 3 FAX Number: ('7-1a`) -i9q - l,C)q ("�7 E -Mail: I,,{/h t/+.(/ BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER V/1^1 AM THE LEGAL ES ATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATIO, AND T ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURAT AND TRU O HE BEST OF MY KNOWLEDGE AND BELIEF. SIG ATURE DATE SARN TO D rUBSCRIBED BEFORE ME BY � ii M� WHO IS PER, LY KNO tvj OR PRODUCED AS IDENTIFI ION, THIS DAY OF lJiy 20 o NOTARY'S SIGNATURE `O�pRYA�B` WlllaY�lt�,. ��,"t 3. PRINTED NAME OF NOTARY WINkm _ Catnmission.#tDD401889 y:oe, Expires: Apt 12, 2909 COMMISSION NO./EXPIRATION 9 of F,oQ` BondcdThni SEAL: Atlantic Bondi C; 0,9 etc. JOSEPH W. SCHULKE, P.E. JODAH B. BITTLE, P.E. WILLIAM P. STODDARD, Ph.D., P.E. SCHULKE, BITTLE & STODDARD, L.L.C. CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING Engineers Certified Cost Estimate — Ashbury Subdivision I, Joseph Schulke, P.E., A Florida registered engineer, License No. 47048, do hereby certify to the City of Sebastian that a cost estimate has been prepared under my responsible direction for those improvements itemized in this exhibit and that the total cost estimate for said improvements is $727,562.43 and represents the estimated cost to construct the remaining required improvements plus a 10% contingency. This estimate has been prepared, in part, to induce approval by the county of a reduction of the bond amount for the Ashbury Subdivision, and for the purpose of establishing proper surety amounts associated therewith. L S4, ©5;7 1717 INDIAN RIVER BLVD., SUITE 301, VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAx 772 / 770-9496 EMAIL sbseng@bellsouth.net Cost Estimate for Ashbury Subdivision CONSTRUCTION COST ESTIMATE ASHBURY SUBDIVISION FOR BOND 8/23/2005 Items UNIT QUANTITY UNIT PRICE I TOTAL ICOMPLETE I AMOUNT REMAII,IING Sanitary Sewer 8"PVC CUT 0-6 LF 1538 $ 13.00 $ 19,994.00 95% $ 18,994.30 $ 999.70 8"PVC CUT6-8 LF 2448 $ 16.00 $ 39,168.00 95% $ 37,209.60 $ 1,958.40 8"PVC CUT 8-10 LF 1,248 $ 19.00 $ 23,712.00 95% $ 22,526.40 $ 1,185.60 8"PVC CUT 10-12 LF 680 $ 22.00 $ 14,960.00 95% $ 14,212.00 $ 748.00 8"PVC CUT 12-14 LF 834 $ 25.00 $ 20,850.00 95% $ 19,807.50 $ 1,042.50 8"PVC CUT 14-16 LF 217 $ 28.00 $ 6,076.00 95% $ 5,772.20 $ 303.80 8"PVC CUT 6-8 DHP LF 84 $ 35.00 $ 2,940.00 95% $ 2,793.00 $ 147.00 MH CUT 0-6 EA 14 $ 1,775.00 $ 24,850.00 95% $ 23,607.50 $ 1,242.50 MH CUT 6-8 EA 6 $ 2,100.00 $ 12,600.00 95% $ 11,970.00 $ 630.00 MH CUT 8-10 EA 2 $ 2,400.00 $ 4,800.00 95% $ 4,560.00 $ 240.00 MH CUT 10-12 EA 7 $ 2,700.00 $ 18,900.00 95% $ 17,955.00 $ 945.00 MH CUT 12-14 EA 2 $ 3,000.00 $ 6,000.00 95% $ 5,700.00 $ 300.00 MH CUT 14-16 EA 3 $ 3,300.00 $ 9,900.00 95% $ 9,405.00 $ 495.00 DROP MH EA 5 $ 3,500.00 $ 17,500.00 95% $ 16,625.00 $ 875.00 SINGLE SERVICES EA 23 $ 650.00 $ 14,950.00 95% $ 14,202.50 $ 747.50 DBL DERVICES EA 88 $ 760.00 $ 66,880.00 95% $ 63,536.00 $ 3,344.00 TV TEST EA 1 $ 7,500.00 $ 7,500.00 95% $ 7,125.00 $ 375.00 4"PVC LF 1780 $ 8.25 $ 14,685.00 95% $ 13,950.75 $ 734.25 4"80 BEND EA 2 $ 275.00 $ 550.00 95% $ 522.50 $ 27.50 4"45 BEND EA 2 $ 275.00 $ 550.00 95% $ 522.50 $ 27.50 4"GV EA 5 $ 500.00 $ 2,500.00 95% $ 2,375.00 $ 125.00 4"BORE LF 166 $ 55.00 $ 9,130.00 95% $ 8,673.50 $ 456.50 CONNECT TO EXISTING FM EA 1 $ 3,800.00 $ 3,800.00 95% $ 3,610.00 $ 190.00 LIFT STATION LS 1 $ 104,650.00 $ 104,650.00 95% $ 99,417.50 $ 5,232.50 WATER SERVICE EA 1 $ 750.00 $ 750.00 0%L ----[$425,072.75 - $ 750.00 Subtotal $ 448,195.00 $ 23,122.25 Water 8"PVC PIPE LF 1310 $ 15.50 $ 20,305.00 95% $ 19,289.75 $ 1,015.25 6"PVC PIPE LF 6972 $ 11.05 $ 77,040.60 95% $ 73,188.57 $ 3,852.03 8"DHP PIPE LF 45 $ 31.00 $ 1,395.00 95% $ 1,325.25 $ 69.75 6"GV EA 16 $ 900.00 $ 14,400.00 95% $ 13,680.00 $ 720.00 8"GV EA 4 $ 1,190.00 $ 4,760.00 95% $ 4,522.00 $ 238.00 8"X6" TEE EA 2 $ 475.00 $ 950.00 95% $ 902.50 $ 47.50 6"45 BENDS EA 14 $ 285.00 $ 3,990.00 95% $ 3,790.50 $ 199.50 6"22.5 BENDS EA 4 $ 275.00 $ 1,100.00 95% $ 1,045.00 $ 55.00 6"PLUG EA 1 $ 250.00 $ 250.00 95% $ 237.50 $ 12.50 8"X6"RED EA 5 $ 450.00 $ 2,250.00 95% $ 2,137.50 $ 112.50 8"45 BENDS EA 4 $ 250.00 $ 1,000.00 95% $ 950.00 $ 50.00 6"X8"TEE EA 1 $ 675.00 $ 675.00 95% $ 641.25 $ 33.75 6"X8"CROSS EA 1 $ 675.00 $ 675.00 95% $ 641.25 $ 33.75 6"X6" TEE EA 7 $ 350.00 $ 2,450.00 95% $ 2,327.50 $ 122.50 FIRE HYDRANT ASSM EA 9 $ 3,500.00 $ 31,500.00 95% $ 29,925.00 $ 1,575.00 2"BLOW OFF EA 1 $ 475.00 $ 475.00 95% $ 451.25 $ 23.75 DBLE SERVICES EA 95 $ 850.00 $ 80,750.00 95% $ 76,712.50 $ 4,037.50 TEMP JUMPER EA 1 $ 1,600.00 $ 1,600.00 95% $ 1,520.00 $ 80.00 BACT'S EA 20 $ 300.00 $ 6,000.00 95% $ 5,700.00 $ 300.00 SAMPLE PTS EA 10 $ 275.00 $ 2,750.00 95% $ 2,612.50 $ 137.50 CONNECT TO EXISTING EA 1 $ 3,800.00 $ 3,800.00 95% $ 3,610.00 $ 190.00 BORE 8" LF 122 $ 85.00 $ 10,370.00 95% $ 9,851.50 $ 518.50 SINGLE SERVICES EA 6 $ 750.00 $ 4,500.00 95% $ 4,275.00 $ 225.00 Subtotal $ 272,985.60 $259,336.32 $ 13,649.28 Cost Estimate for Ashbury Subdivision Storm Sewer 15"HDPE LF 1145 $ 18.60 $ 21,297.00 95% $ 20,232.15 $ 1,064.85 18" HOPE LF 1,287 $ 22.00 $ 28,314.00 95% $ 26,898.30 $ 1,415.70 24" HDPE LF 924 $ 27.60 $ 25,502.40 95% $ 24,227.28 $ 1,275.12 30" HDPE LF 659 $ 33.50 $ 22,076.50 95% $ 20,972.68 $ 1,103.83 36"HDPE LF 383 $ 39.50 $ 15,128.50 95% $ 14,372.08 $ 756.43 15"HDPE PLUGS EA 2 $ 1,100.00 $ 2,200.00 95% $ 2,090.00 $ 110.00 15BCCMP LF 210 $ 28.00 $ 5,880.00 95% $ 5,586.00 $ 294.00 18" BCCMP LF 40 $ 33.00 $ 1,320.00 95% $ 1,254.00 $ 66.00 24"BCCMP LF 60 $ 37.00 $ 2,220.00 95% $ 2,109.00 $ 111.00 30" BCCMP LF 40 $ 62.00 $ 2,480.00 95% $ 2,356.00 $ 124.00 15"MES EA 1 $ 675.00 $ 675.00 95% $ 641.25 $ 33.75 1811MES EA 1 $ 875.00 $ 875.00 95% $ 831.25 $ 43.75 30"MES EA 1 $ 1,575.00 $ 1,575.00 95% $ 1,496.25 $ 78.75 34"X38" MES EA 1 $ 1,900.00 $ 1,900.00 95% $ 1,805.00 $ 95.00 24"X38"ERCP LF 60 $ 80.00 $ 4,800.00 95% $ 4,560.00 $ 240.00 18"RCP LF 88 $ 34.00 $ 2,992.00 95% $ 2,842.40 $ 149.60 36"RCP LF 10 $ 100.00 $ 11000.00 95% $ 950.00 $ 50.00 TYPE C INLET EA 2 $ 1,200.00 $ 2,400.00 95% $ 2,280.00 $ 120.00 TYPE D INLETS CS EA 1 $ 1,500.00 $ 1,500.00 95% $ 1,425.00 $ 75.00 TYPE C INLET CS EA 1 $ 1,400.00 $ 1,400.00 95% $ 1,330.00 $ 70.00 CURB INLETS EA 1 $ 1,500.00 $ 1,500.00 95% $ 1,425.00 $ 75.00 MIAMI INLETS SINGLE EA 1 $ 1,900.00 $ 1,900.00 95% $ 1,805.00 $ 95.00 MIAMI INLETS DBL GRATE EA 19 $ 2,100.00 $ 39,900.00 95% $ 37,905.00 $ 1,995.00 MIAMI INLETS DBLE GRATE EA 12 $ 2,100.00 $ 25,200.00 95% $ 23,940.00 $ 1,260.00 STORM INLETS EA 6 $ 2,500.00 $ 15,000.00 1 95% $ 14,250.00 $ 750.00 36" BCCMP LF 80 $ 59.00 $ 4,720.00 95% $ 4,484.00 $ 236.00 Subtotal $ 233,755.40 $222,067.63 $ 11,687.77 On Site Mobilization LS 1 $ 6,500.00 $ 6,500.00 50% $ 3,250.00 $ 3,250.00 Silt Fence LF 6,000 $ 1.00 $ 6,000.00 90% $ 5,400.00 $ 600.00 Haybailes EA 150 $ 10.00 $ 1,500.00 75% $ 1,125.00 $ 375.00 Perimeter Berm Clearing Buff LF 6,175 $1.00 $6,175.00 95% $ 5,866.25 $ 308.75 Selective Clear LS 1 $ 6,500.00 $ 6,500.00 0% $ $ 6,500.00 Clear & Grub & Grind AC 20 $ 3,200.00 $ 64,000.00 75% $ 48,000.00 $ 16,000.00 Pond Excavation CY 101,750.00 $ 1.50 $ 152,625.00 75% $114,468.75 $ 38,156.25 Earth Work CY 9,000.00 $ 5.75 $ 51,750.00 20% $ 10,350.00 $ 41,400.00 Export Fill CY 50,775 $ (0.80) $ (40,620.00) 0% $ - $ (40,620.00) Asphalt l"5-111 SY 17,548 $ 3.70 $ 64,927.60 0% $ $ 64,927.60 8"Rock Base SY 17,548 $ 6.20 $ 108,797.60 0% $ $ 108,797.60 8"Stabilized Subgrade SY 22,185 $ 1.80 $ 39,933.00 0% $ $ 39,933.00 3/4" Asphalt Type S-11 I SY 1,350 $ 2.80 $ 3,780.00 0% $ $ 3,780.00 1 1/4" Type 5-11 SY 1,350 $ 4.60 $ 6,210.00 0% $ $ 6,210.00 8"rock Base SY 1,350 $ 7.80 $ 10,530.00 0% $ $ 10,530.00 12" Stabilized Subgrade SY 1,530 $ 2.60 $ 3,978.00 0% $ $ 3,978.00 Prime Coat SY 18,698 $ 0.36 $ 6,731.28 0% $ $ 6,731.28 F Curb LF 993 $ 9.35 $ 9,284.55 0% $ $ 9,284.55 D Curb LF 640 $ 7.65 $ 4,896.00 0% $ $ 4,896.00 Miami Curb LF 14,190 $ 8.25 $ 117,067.50 0% $ $ 117,067.50 Ribbon Curb LF 95 $ 8.00 $ 760.00 0% $ $ 760.00 Seed & Mulch AC 6 $ 1,350.00 $ 7,425.00 0% $ $ 7,425.00 Sod Back of Curb 2" SF 28,380 $ 0.15 $ 4,257.00 0% $ $ 4,257.00 Sod Lakes Slopes SF 64,500 $ 0.15 $ 9,675.00 0% $ $ 9,675.00 2"x4" clay Trench LF 1,150 $ 10.00 $ 11,500.00 0% $ $ 11,500.00 Brick Pavers SY 93 $ 65.00 $ 6,045.00 0% $ $ 6,045.00 Exotic Removal LS 1 $ 8,600.00 $ 8,600.00 0% $ $ 8,600.00 Wetland Consr Area Sip EA 17 $ 190.00 $ 3,230.00 0% $ $ 3,230.00 Street Name Sign EA 10 $ 125.00 $ 1,250.00 0% $ $ 1,250.00 R4-Ysign EA 1 $ 250.00 $ 250.00 0% $ $ 250.00 24" Stop Bar/ sign Ea 8 $ 300.00 $ 2,400.00 0% $ $ 2,400.00 Stripping LS 1 $ 2,500.00 $ 2,500.00 0% $ $ 2,500.00 HC Rams EA 10 $ 500.00 $ 5,000.00 0% $ $ 5,000.00 DeWatering LS 1 $ 1,000.00 $ 1,000.00 0% $ $ 1,000.00 Erosin Control LS 1 $ 3,500.00 $ 3,500.00 0% $ $ 3,500.00 Conduits EA 75 $ 120.00 $ 9,000.00 0% Is I $ 9,000.00 Signs & Stripping LS 1 $ 4,900.00 $ 4,900.00 0% Is I $ 4,900.00 Subtotal $ 685,182.53 1 $188,460.00 1 $ 512,363.78 Cost Estimate for Ashbury Subdivision Off Site TOTAL COMPLETE REMAINING Sanitary Sewer $ 448,195.00 $ 425,072.75 $ TLP Saw Cut LF 440 $ 1.50 $ 660.00 0% $ - $ 660.00 TLP Earth Work LS 1 $ 4,350.00 $ 4,350.00 0% $ - $ 4,350.00 1 "TYPE S-3 Asphalt SY 628 $ 4.75 $ 2,983.00 0% $ - $ 2,983.00 1 1/2"TYPE S-1 Asphalt SY 526 $ 5.76 $ 3,029.76 0% $ - $ 3,029.76 12"Base Rock SY 567 $ 13.90 $ 7,881.30 0% $ - $ 7,881.30 Subbase SY 567 $ 3.50 $ 1,984.50 0% $ - $ 1,984.50 PS 1 "TYPE S-3 Asphalt SY 160 $ 4.75 $ 760.00 0% $ - $ 760.00 6"Base Rock SY 160 $ 6.50 $ 1,040.00 0% $ - $ 1,040.00 8"Stabilized Subgrade SY 160 $ 3.50 $ 560.00 0% $ - $ 560.00 4"Stabilized Shoulder SY 160 $ 3.50 $ 560.00 0% $ - $ 560.00 8"Sidewalk LF 65 $ 15.80 $ 1,027.00 0% $ - $ 11027.00 Handicap Ramps EA 2 $ 500.00 $ 1,000.00 0% $ - $ 1,000.00 Sod SF 20000 $ 0.15 $ 3,000.00 0% $ - $ 3,000.00 MOT LS 1 $ 2,575.00 $ 2,575.00 0% $ - $ 2,575.00 PLR 11/2"TYPE S-1 Asphalt SY 1580 $ 5.75 $ 9,085.00 0% $ - $ 9,085.00 PLR 8"Base Rock SY 1550 $ 6.50 $ 10,075.00 0% $ - $ 10,075.00 PLR 8"Stabilized Subgrade SY 2080 $ 2.25 $ 4,680.00 0% $ - $ 4,680.00 Prime Coat SY 1550 $ 0.35 $ 542.50 0% $ - $ 542.50 F Curb LF 1135 $ 9.35 $ 10,612.25 0% $ - $ 10,612.25 Earthwork CY 1000 $ 9.75 $ 9,750.00 0% $ - $ 9,750.00 Sod SF 11280 $ 0.15 $ 1,692.00 0% $ - $ 1,692.00 Signs & Stripping LS 1 $ 2,500.00 $ 2,500.00 0% $ - $ 2,500.00 Subtotal $ 80,347.31 $ - $ 80,347.31 Professional Engineering LS 1 $ 25,000.00 $ 25,000.00 75% $ 18,750.00 $ 6,250.00 Layouts/ as-builts LS 1 $ 35,000.00 $ 35,000.00 60% $ 21,000.00 $ 14,000.00 SUBTOTAL $ 60,000.00 $ 60,000.00 $ 39,750.00 $ 20,250.00 Date: % 3 /0 s No. 47048 TOTAL COMPLETE REMAINING Sanitary Sewer $ 448,195.00 $ 425,072.75 $ 23,122.25 Water $ 272,985.60 $ 259,336.32 $ 13,649.28 Storm Sewer $ 233,755.40 $ 222,067.63 $11,687.77 Onsite work $ 685,182.53 $ 188,460.00 $ 512,363.78 Off Site Improvements $ 80,347.31 $ - $ 80,347.31 Professional $ 60,000.00 $ 39,750.00 $ 20,250.00 TOTAL $ 1,780,465.84 $1,134,686.70 $ 661,420.39 CONTINGENCY 10% $66,142.04 TOTAL BOND AAIOU.W $ 727,562.43 Date: % 3 /0 s No. 47048 JOSEPH W. SCHULKE, P.E. JODAH B. BITTLE, P.E. WILLIAM P. STODDARD, Ph.D., P.E. SCHULKE, BITTLE & STODDARD, L.L.C. CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING Engineers Certified Cost Estimate — Ashbury Subdivision I, Joseph Schulke, P.E., A Florida registered engineer, License No. 47048, do hereby certify to the City of Sebastian that a cost estimate for sidewalks has been prepared under my responsible direction for those improvements itemized in this exhibit and that the total cost estimate for said improvements is $28,470.75 and represents the estimated cost to construct the sidewalks plus a 10% contingency. This estimate has been prepared, in part, to induce approval by the county of a reduction of the bond amount for the Ashbury Subdivision, and for the purp�f establishing proper surety amounts associated therewith. / ZDate: �O 2�`0� seph Sc lke, PA. No. 47048 1717 INDIAN RIVER BLVD., SUITE 301, VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 Fax 772 / 770-9496 EMAIL sbseng@bellsouth.net Sidewalk BOND AMOUNT FOR ASHBURY SUBDIVISION 8-23-05 DESCRIPTION UNIT QUANTITY JUNITPRICE1 TOTAL GENERAL Interior sidewalks LF 2465 $10.50 $25,882.50 Subtotal $25,882.50 PLUS 10% $2,588.25 BOND AMOUNT $28,470.75 _— 1a _Date: Z� JOS6-h ul , P.E. F1. Re . 1lTo 47048 1, sc� o< SEP 08 2005 16:16 FR CLARK COMPANIES 321 768 2009 TO 7723888248 P.02i06 PERFORMANCE SOLID Bond# S705565 KNOW ALL MEN BY THESE PRESENTS: That Clark Development Company, a Florida corporation, developer (hereinafter called the "Principal"), and O ld Dominion Insurance Company, a surety company authorized to transact business in the State of Florida (hereinafter called the "Surety"), are held and firmly bound unto the City of Sebastian, a political subdivision of the State of Florida (hereinafter called the `-City"), in the full and just sum of Twenty Eight Thousand Four Hundred Seventy One rind 00/100 Dollars ($2$,471.00) lawful money of the United States of America, to b . paid to the City, to which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors and assigns jointly and severally, firmly by the-. presents. WHEREAS, the above bounded Principal, as a condition precedent to the approval by the City of a plat of a certa:.n subdivision known as Ashbury Subdivision has entered into a written contract with the City to construct required interior sidewalk improvements consisting of 2,465 lint ar feet as prescribed by the contract and the Subdivision and Platting Ordinance of Sebastian, pertaining to said subdivision. The contract is incorporated herein by this reference and made a part hereof for all purposes; and WHEREAS, it was one of the conditions of the contract that this bond be executed. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are that if the above bounded Principal shall in all respects comply with the terms and conditions of the contract, within the time therein specified, and shall in every respect fulfill its obligations thereunder and under the permits, plans and regulations therein referred to and made a part thereof, and shall indemnify and save harmless the Pity against or from all claims, costs, which the City may sustain on account of the failure of the Principal to carry out and execute all the provisions of the contract, within the time therein specified, then this obligation to be void; otherwise to be and remain in full force and virtue. THE SURETY UNCONDITIONALLY COVENANTS AND AGREES that if the Principal fails to perform all or any part: of the obligations stated in said contract, within the time specified, the 13urety, upon sixty (60) days' written notice from the City, or its authorized representative, as to the default, will forthwith perform and complete the aforesaid obligations and pay the cost thereof, including but not limited to, engineering, legal and contingent costs. Should the Surety fail or refuse to perform and complete said improvements, the City, iu view of the public interest, health, safety and welfare and the inducement in approving and filing said plat, shall have the right to resort to any and all legal remedies against the Principal and the Surety, or either, including specific performance, to which the Principal and Surety unconditionally agree. SEP 08 2005 16:17 FR CLARK COMPANIES 321 768 2009 TO 7723888248 P.03i06 THE PRINCIPAL AND SURETY FURTHER jointly and severally agree that the City, at its option, shall have the right to construct or, pursuant to receipt of competitive bids, cause to be constructed the aforementioned improvements in the event the Principal, or the Surety if requested, should fail or refuse to do so in accordance with the terms of the contract. In the event tine City should exercise and give effect to such right, the Principal and the Surety shall be jointly and severally liable hereunder to reimburse the City for the total costs thereof, including but not limited to, engineering, legal and contingent costs, including reasonable attorney's fees, together with any damages, either direct or consequential, which inay be sustained by the City on account of the failure of the Principal to carry out and execute all provisions of the contract. It is expressly understood that the protections provided by this bond shall run exclusively to the City and its succi,ssors or assigns and same are not expressly or impliedly intended to protect or save harmless any contractor, subcontractor. supplier, materialman, laborer, purchaser, or other party unless expressly agreed and acknowledged by the City in writing. IN WITNESS WHEREOF, the Principal and the Surety have executed these presents this 8`" day of September, 2005. Witnesses: Clark Development Company Principal By: Printed am e: Coy 5rk, President N0. Io C 1 Printed name: Pruitt Insurance Agency, Inc. P.O. Box 360875 Melbourne, FL 32936-0875 (321)254-3639 Old Dominion Insurance Company Surety Attorney -in -Fact Licensed Resident Agent #A.095296 Vanessa Y. Genovese SEP 08 2005 16:17 FR CLARK COMPANIES 321 768 2009 TO 7723888248 P.06i06 OLD DOMINION POWER OF ATTORNEY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESFNTS: That the Old Dominion Insurance Company, a Florida corporation having its principal vice in the City of Jaeksonvil le, State of Florida, pursuant to Article XII of the By -Laws of said Company, to wit: "Article X11. The chief executive of5wr or president or a vice-president may execute fidelity and surety bonds and other bonds, contracts of indemnity, recognizances, stipulation, undertakings, receipt, releases, deed releases of mortgages, contracts, agreements, policies, notices of appearance, waivers of citation and consents to modifications of contracts as may be required in the ordinary cours a of business or by vote of the directors, and such execution may be attested where necessary or desirable and the seal of the company where necessary or desirable may be affixed to the specific instrument by a secretary or an assistant secretary. The chief executive officer or president may with the concurrence of the secretary appoint and authorize an attorney-in-fact or any other person to execute on behalf of the company any of said instruments and undertakings and to affix the seal of the company thereto where necessary or desirable." "RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney by facsimile, and any such Power o orsrey bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Cornpshy when so a respect to any bond, or other contract of indemnity or writing obligatory in the nature thereof, '-.& Pursuant to said by-law: Lonnie K P ruitt Vanessa Y Genovese is hereby appointed and authorized as a true and lawful attorney4n-fact to make, Wile, seal and deliver for and on behalf as its act and deed bonds, undertaking s, recognizances, contracts of indemni other wafts obligatory in the nature of a bond subject to the following hinitw ion: No one bond to - and to bond Old Dominion Insurance Company thereby as fully the duly authorized officers of Old Dominion Insurance Compai satisfied and confirmed. IN WITNESS WHEREOF, Old Dominion Insurance Coa and its corporate seal to be hereto axed this 18th day oyy AUTOMATICALLYAS OF DECEMBER 31ST,2 ess F wasif such instruments were signed by aid attorney-in-fact are hereby ts to be signed by its authorized,Tgxesentative 4APPOINTMENT SHALL CEASE`. . - TE )ked as provided. �a . ' ~'' yP �•t X Old Dominion Insurance Company"t.: p Lyn E. Land#, Authorized es State of New Hampshire, County o,�6rre On this 18th day of Janua420�lev the su r a Notary Public of the State of New Hampshire in and for1f�;;County of Cheshire, dulyned and quWied, came Lyn E. Landry of the Old Dominion Insurance Company; ' - " ... - to me personally knownres�:utative described herein, and who executed the preceding instrument,and be acknowledged the execution of same, and benit fully sworn, deposed and said thit he is a representative of said Company, aforesaid: that the seal affixed to the preceding instrument is the corporate seal of said Company, and the ;aid corporate seal and his signature as representative were duly affixed and subscribed to the ;laid instrument by the authority and direction of the said Company; that Articli.,XNe�•a,, of the By -Laws of said Company is now in force. F;. F0� I IN WITNESS WHEREOF, I have hereunto sct my hand and affixed by official seal at Keene, t4ew Hampshi'tl• s' C T A R y t t 18th day of January 2005. Notary Public lir �1 My Commission Expires, 3-19- U 8 1, William C. McKenna, Corporate Secmtary of Old Dominion Insurance Company, do hereby certify that thea foregoing is a ave and correct copy of a Power of Attorney executed by said Company which is still in force and a IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said C..ompany this 13th day of ,September 2005 Corporate Secreta 68-6316.009 brittonc WARNING — Any unauthorized reprodu tion or alteration of this document is prohibited. This power is void unless seals are readable And the certification seal at the bottom is embossed. The diagonal imprint, warning and confirmation must be. in red ink. CONFIRMATION - Of validity of attached bond, call ODIC at: Jacksonville (904) 739-0873. ** TOTAL PAGE.06 ** Section 6.6: Release of Restrictions, Easements. If a residence is erected, or the construction of the residence is substantially advanced, in a manner that violates the restrictions contained in these Covenants or in a manner that encroaches on any Lot line, Common Property, or easement area, Developer shall have the right to release the Lot from the restriction it violated. Developer shall also have the right to grant an easement to permit encroachment by the Residence over the Lot line, or on the Common Property, or the easement area, so long as Developer, in the exercise of its sole discretion, determines that the release or easement will not materially and adversely affect the health and safety of Owners, the value of adjacent Lots and appearance of the subdivision except that Developer shall not release any lot from any restriction related to the stormwater management system or conservation easement or permit encroachment into any drainage easement or conservation easement. This subpart does not effect any right, claim, restriction, ordinance, law or regulation imposed by any United States or State of Florida governmental body or any of their subdivisions. ARTICL Use Restrictions an Architectural Control Section 7.1: Leases Article I provides that all persons who are present in the Subdivision must comply with the Covenants. In order to enforce this provision, all Owners leasing or renting their Lots shall be required to incorporate the following provision in their lease or rental agreements (substantially in the following form): The Leased Premises are a part of a Subdivision. All persons occupying property in Ashbury Subdivision are required to observe the Covenants and Restrictions of Ashbury Community Association, Inc. Copies of all Covenants and Restrictions are to be obtained from the Landlord. In addition, all Owners leasing their Lots are required to provide the Association with a copy of the lease and the names and addresses of the Landlord and the Tenant unless they are contained in the lease or rental agreement. Section 7.2: Construction Restrictions. Construction restrictions for Lots in Ashbury Subdivision are imposed as follows: (a) A minimum twenty (20) foot set back shall be required from the nearest part of the front of a residence to the front lot line. A minimum seven and one half (7.5) foot setback shall be maintained between the side walls of all structures and the side lot line. The minimum setback between the rear wall of a residence and the rear Lot line shall be twenty (20) feet for all "interior" Lots and forty (40) feet for all "perimeter" Lots; provided however, pools, patios and deck structures may encroach into the rear setback, but shall not be nearer the rear Lot line than five (5) feet for "interior" Lots and twenty (25) feet for "perimeter" Lots. For purposes of this paragraph an "interior" Lot shall mean a Lot having no boundary coincident with the perimeter line of the Plat. A "perimeter" Lot shall mean a Lot having at least one (1) boundary on the perimeter line of the Plat. (b) The minimum floor area for a dwelling shall be 1500 square feet. "Floor area" shall be those areas serviced by air conditioning and shall generally not include garages, patios, porches, etc. (c) All utilities whatsoever shall be installed underground. (d) All roofs shall have a pitch at a minimum of 5/12. 8 (e) Roof shingles shall be fiberglass 25 year dimensional shingles. However, a barrel tile or metal roof may be constructed when approved by the Architectural Review Committee. (f) Exterior materials of any Lot such as roofing, siding, brick, etc. as well as exterior color schemes shall be submitted for approval to the Architectural Review Committee as provided in paragraph 7.6 hereof. Builders will be required to incorporate some pastel colors into their exterior color scheme —� (g) Adjacent homes shall not have the same architectural elevation and shall not have the same base color or color scheme. (h) All landscaping on Common Property and the real property comprising a Lot shall meet minimum City of Sebastian standards and requirements. All vegetation on Common Property or real property comprising a Lot must be fully irrigated and sodded with St. Augustine grass which, for lakefront lots, must extend to the waters edge. (i) A tree location survey shall be included with the submittal to the Architectural Review Committee, The plan shall show trees being saved and trees being removed. Trees not in conflict with improvements will be saved if possible. Homeowners are strongly encouraged to preserve existing vegetation on their lot to promote a natural appearance and mature look to the community. No tree shall be removed without the written approval of the Architectural Review Committee. 0) Each of Lots 82 through 87 as depicted on the Plat shall be landscaped by the Owner of each Lot to include two (2) live oak trees and fifteen (15) muraleaf viburnum on the perimeter berm and which shall be fully sodded and irrigated.. Section 7.3: Maintenance of Residences and Lots. (a) All Lots, residences and improvements on the Lots, including sod to the edge of the pavement, shall be maintained by the Owner, in a neat and attractive condition. All landscaping of Common Property will be maintained by the Association. (b) In the event of damage or destruction by fire or other casualty to the residence, or improvements on any Lot, the Owner shall, upon receipt of the insurance proceeds, repair or rebuild such damaged or destroyed residence or improvements in a good workmanlike manner in strict compliance with the original plans and specifications and building layout of said improvements as constructed by the Developer within a reasonable time not to exceed one (1) year and in accordance with the provisions of these Covenants. All debris must be removed and the Lot restored to a sightly condition within sixty (60) days of such damage or destruction. Section 7.4: Miscellaneous Use Restrictions. (a) Fences, walls, hedges or mass planting of any type shall not exceed a height of six (6) feet above the finished graded surface of the grounds upon which it is located and shall not be constructed, planted, placed or maintained upon any Lot without the written consent and approval of the Architectural Review Committee. No hedge or mass planting of any type exceeding three (3) feet above the finished graded surface of the ground upon which it is located shall be constructed, planted, placed or maintained between the street and the front setback line of any Lot. No fences or walls of any type shall be built further forward on a Lot than ten (10) feet behind the front building line of any residence, and shall not exceed six (6) feet in height,