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Home My WebLink AboutCulvert - Main St. between Thomas and MarkProject Worksheet Declaration No. 1545 DR- FL Project No. 2 FIPS No. 061-64825-00 Date 10/08/04 Category . C Damaged Facility: Culvert - Main Street between Thomas and Mark work Completed as of: Date: 10/8/2004 p_ Cent: 0% Applicant: City of Sebastian County: Indian River Location: Culvert - Main Street between Thomas and Mark Latitude: 27.80265 Longitude: -80.49392 Damage Description & Dimensions: Heavy rains and flooding washed out the bedding material around and under the culvert causing: (1)collapse of 44 LF culvert; (2) failurelloss of the overlying pavement section (24' x 20', 55 SY); (3) loss of fill in shoulder (2 at 6'x3'xl.51, 2 CY). Scope of Work: (1) famish and install 15" CMP (44 LF); (2) construct headwall and endwall using Class A concrete (4 CY); (3) perform excavation and backfill (60 CY); (4) place aggregate base (30 CY); (5) place V asphalt binder course Q Ton); (6) place 1/2" asphalt surface course (2 Ton); (7) City employee labor. SEE CONTINUATION SHEET) Does the Scope of Work change the pre-disaster conditions at the site? Special Considerations issues included? Hazard Mitigation proposal included? Is there insurance coverage on this facility? 077= NO ❑ YES NO Elys NO 0 YES ❑ NO Project Costs Item Code Narrative Quant. Unit Unit Price Cost 1 3050 CMP 15" (FURNISH AND INSTALL) 44 LF 28.00 1,232.00 CONCRETE CLASS A (STRUCTURAL) FOR 2 3040 HEADWALL AND ENDWALL 4 CY 540.00 2,160.00 3 3050 EXCAVATION AND BACKFILL 60 CY 7.50 450.00 4 3091 AGGREGATE BASE COURSE 30 CY 26.00 780.00 5 3120 BITUMINOUS CONCRETE BINDER CASE 3 TON 28.00 84.00 6 3130 BITUMINOUS CONCRETE SURFACE CASE 2 TON 40.00 80.00 7 9007 LABOR 1 LS 0.00 Total Cost I $4.786.00 PREPARED BY: TITLE: Project Officer APPLICANT: city of Sebastian DATE: 10/8/2004 FEDERAL EMERGENCY MANAGEMENT AGENCY SPECIAL CONSIDERATIONS QUESTIONS APPLICANT: City of Sebastian DATE: 1018/2004 FIPS #: 061-64825-00 PROD. # 2 1. Does the damaged facility or item of work have insurance and/or is it an insurable risk? (e.g.'buildings,equipment, vehicles, etc . ) ❑ YES ONO ❑ UNSURE Comments: I 2. Is the damaged facility located within a floodplain or coastal high hazard area, or does it have an impact on a floodplain or wetland? [I YES ONO ❑UNSURE Comments: Verified by check of FEMA FIRM No. 120123-0076-E 3. Is the damaged facility or item of work located within or adjacent to a Coastal Barrier Resource System Unit or an otherwise protected area? [I YES ONO []UNSURE Comments: Verified by check of FEMA FIRM No. 120123-0076-E i 4. Will the proposed facility repairs/reconstruction change the pre -disaster condition? (e.g., footprint, material, location, capacity, use or function) [I YES ONO ❑UNSURE Comments: 5. Does the applicant have a hazard mitigation proposal or would the applicant like technical assistance for a hazard mitigation proposal? []YES ONO [I UNSURE Comments: The applicant has not expressed interest in hazard mitigation. 6. Is the damaged facility on the National Register of Historic Places or the state historic listing? Is it older then 50 years? Are there more, similar buildings near the site? ❑YES NO []UNSURE Comments: 7. Are there any pristine or undisturbed areas On. or near, the project site? Are there large tracts of forestland? OYES ONO [I UNSURE Comments: 8. Are there any hazardous materials at or adjacent to the damaged facility and/or item of work? []YES O NO ❑ UNSURE Comments: 9. Are there any other environmentally or controversial issues associated with the damaged facility and/or item of work? OYES ONO El UNSURE Comments: SHT_OF_ COST SUMMARY APPLICANT City of Sebastian FIPS I40. 061-64825-00 PROD. NO. 2 ITEM # COST CODE UNIT $1 UNIT SITE 1 SITE 2 SITE 3 SITE 4 SITES TOTAL UNITS TOTAL COST 1 3050 EA $28.00 44 0 0 0 0 44 $1,232 2 3040 EA $540.00 4 0 0 0 0 4 $2,160 3 3050 EA $7.50 60 0 0 0 0 60 $450 4 3091 EA $26.00 30 0 0 0 0 30 $780 4 3120 EA $28.00 3 0 0 0 0 3 $84 4 3130 EA $40.00 2 0 0 0 0 2 $80 4 9007 EA $0.00 1 0 0 0 0 1 $0 TOTAL $4,786 ITEM # DESCRIPTION $1 UNIT SOURCE OF COST 1 CMP 15' (FURNISH AND INSTALL) $28.00 FEMA 1545 Florida Cost Codes 2 CONCRETE CLASS A (STRUCTURAL) FOR HEADWALL AND ENDWALL $540.00 FEMA 1545 Florida Cost Codes 3 EXCAVATION AND BACKFILL $7.50 FEMA 1545 Florida Cost Codes 4 AGGREGATE BASE COURSE $26.00 FEMA 1545 Florida Cost Codes 4 BITUMINOUS CONCRETE BINDER CASE $28.00 FEMA 1545 Florida Cost Codes 4 BITUMINOUS CONCRETE SURFACE CASE $40.00 FEMA 1545 Florida Cost Codes 4 LABOR $0.00 City of Sebastian HAZARD MITIGATION SITE 1 $0 TOTAL $0 City of Sebastian Greg Schell Road Culvert 10/18/2004 Quantity Estimate 1. Pavement Subbase w 24.00 ft L 20.00 ft Area, A 480.00 sf Area, A 53.33 SY th 18.00 in th 0.50 YD Vol 26.67 CY Use 30 CY 2. Excavation and Backfill trench base 4.50 ft trench top 20.00 it trench depth 5.25 ft trench area, to 64.31 sf pipe area, pa 7.07 sf fill area, fa = to - pa 57.24 sf covered length, cl 39.00 ft Vol Trench 2232.51 cf Vol Trench 82.69 CY Volume Subbase 26.67 CY Vol Exc & Backfill 56.02 CY Use 60 CY 3. Pavement - Base Course w 124.00 ft L 120.00 ft Area, A 480.00 sf Area, A 53.33 SY th 1.00 in th 0.03 YD Vol 1.48 CY Weight 2.73 (asphalt = 1.84 ton/CY) Use 3 Tons 4. Pavement - Surface Course w 24.00 ft L 20.00 ft Area, A 480.00 sf Area, A 53.33 SY th 0.50 in th 0.01 YD Vol 0.74 CY Weight 11.36 (asphalt= 1.84 ton/CY) Use 2 Tons Joe "XI �t (;QMPLM:I) UY. -Z-1-1-4�'�L- CLIEW .__....Md ...... DATE CHECKED WE PROJECT -- ------- DETAIL A 08LCKIT' -6Y PAG( evn'6� Istj CLIE14T y��.. » ®— -- aOJE _... ±£E�. . _C WED.. DETAIL -- = «� � CHKZV R § ! a � \ @ ^ y � _compuILD BY % w2 _ 7- \PA.Cl NO ^ y � vc InIL _.L_ L y d 9!Z CHECKED BY PAGE NO. 425orAllY—/ [Ira MU c VI C7 tv PAGE NO. 425orAllY—/ [Ira MU c FEDERAL EMERGENCY MANAGEMENT AGENCY APPLICANT: City of Sebastian DATE: 10/8/2004 FITS #: 0 PROS. # 2 Culvert - Main between Thomas and Mark 8 � b m C Y. -I W C w uJ 0 G E d s E We - MEh 9 6W'� � C .fin '� m, -a e 2 Z ¢ `� r•I Z o F- C u BE a V V O e 6 �Q�~j MEN � — i z iii ZWz' i 88 - y m�ae O �CESE oFHi au mZE ymr m W133tl15 32tlH U N �Oli 133tl15 WVHDtl03 X W z O N w m u z V�DRIVE tl1 � I n i 8 �15 tl38tl etl38tl e m O W a LU z N N X vn W Z O 9 N