| Draft 6/20/07 | ||||||||||||||||
| City of San Juan Bautista | ||||||||||||||||
| Storm Drain Development Impact Fee | ||||||||||||||||
| Hanna & Brunetti assembled available record data, and did some field recon to try to put together a preliminary list of the City’s existing drainage infrastructure. | ||||||||||||||||
| For the record, this is not a complete assessment. | ||||||||||||||||
| In general we included storm piping, culverts, manholes, inlets, and related facilities. | ||||||||||||||||
| Also included were drainage items such as drain pipes crossing under handicap ramps, cross street concrete valley gutters, and earthen drain ditches. | ||||||||||||||||
| Curb and gutter was not included. | ||||||||||||||||
| Per attached -Estimated cost of Drainage infrastructure $1,986,525 (average cost over 620 parcels $3,204) | ||||||||||||||||
| SubAreas | ||||||||||||||||
| Alameda | Wash/Polk | Estimated | Estimated | |||||||||||||
| City Owned/Maintained | Creekbridge | 3rd St | Windmill Mkt | Lang Street | Muchelimi | Middle and | SJ-Holl Rd | TOTALS | Cost | Cost | ||||||
| SD Facility/Item Description | Unit | ValleVista | North-Taulami | 156 - school | west side | SD | Old Town | Unit | TOTAL | |||||||
| 1 | 8" culvert | Lineal Foot | 25 | 100 | 125 | 8" culvert | $40 | $5,000 | ||||||||
| 2 | 12" culvert | Lineal Foot | 300 | 300 | 12" culvert | $50 | $15,000 | |||||||||
| 3 | corner diagional drain at HCR | Each | 8 | 8 | corner diagional drain at HCR | $1,500 | $12,000 | |||||||||
| 4 | culvert inlet/outlet structure | Each | 3 | 4 | 7 | culvert inlet/outlet structure | $500 | $3,500 | ||||||||
| 5 | concrete cross street gutter | Each | 4 | 3 | 1 | 3 | 11 | concrete cross street gutter | $3,000 | $33,000 | ||||||
| 6 | small area drain inlet | Each | 1 | 1 | small area drain inlet | $500 | $500 | |||||||||
| 7 | catch basin | Each | 9 | 8 | 11 | 7 | 2 | 2 | 4 | 43 | catch basin | $2,750 | $118,250 | |||
| 8 | drop inlet | Each | 4 | 3 | 2 | 2 | 3 | 6 | 20 | drop inlet | $2,500 | $50,000 | ||||
| 9 | SD Manhole | Each | 11 | 5 | 6 | 3 | 8 | 1 | 34 | SD Manhole | $2,750 | $93,500 | ||||
| 10 | 12" Storm Drain Pipe | Lineal Foot | 200 | 925 | 525 | 1650 | 12" Storm Drain Pipe | $60 | $99,000 | |||||||
| 11 | 15" | Lineal Foot | 375 | 350 | 75 | 800 | 15" | $70 | $56,000 | |||||||
| 12 | 18" | Lineal Foot | 625 | 125 | 375 | 575 | 1700 | 18" | $85 | $144,500 | ||||||
| 13 | 24" | Lineal Foot | 100 | 1325 | 275 | 275 | 700 | 250 | 100 | 3025 | 24" | $100 | $302,500 | |||
| 14 | 30" | Lineal Foot | 350 | 350 | 30" | $125 | $43,750 | |||||||||
| 15 | 36" | Lineal Foot | 1225 | 1050 | 2275 | 36" | $140 | $318,500 | ||||||||
| 16 | 48" Storm Drain Pipe | Lineal Foot | 40 | 40 | 48" Storm Drain Pipe | $160 | $6,400 | |||||||||
| 17 | Box Channel | Lineal Foot | 200 | 200 | Box Channel | $400 | $80,000 | |||||||||
| 18 | Box Culvert | Lineal Foot | 40 | 425 | 50 | 515 | Box Culvert | $650 | $334,750 | |||||||
| 19 | Headwall | Each | 4 | 2 | 3 | 1 | 3 | 13 | Headwall | $1,000 | $13,000 | |||||
| 20 | Earthen Drain Ditch | Lineal Foot | 1800 | 1000 | 1200 | 500 | 2500 | 7000 | Earthen Drain Ditch | $20 | $140,000 | |||||
| 21 | Concrete (Valley Gutter) Drain | Lineal Foot | 375 | 1100 | 1475 | Concrete (Valley Gutter) Drain | $65 | $95,875 | ||||||||
| 22 | Detention Pond | Each | 1 | 1 | Detention Pond | $15,000 | $15,000 | |||||||||
| 23 | Inlet structure | Each | 1 | 1 | Inlet structure | $2,500 | $2,500 | |||||||||
| 24 | Outlet structure | Each | 1 | 1 | Outlet structure | $4,000 | $4,000 | |||||||||
| $1,986,525 | 620 | # existing lots | ||||||||||||||
| Notes: 1) Drainage facilities did not include Private and State (Hwy) Maintained Facilities, and/or Curb & Gutter in streets (except concrete cross street gutters) | $3,204.07 | ave cost per lot | ||||||||||||||
| 2) Unit Costs are based on averaged estimated 'typical' construction costs including surface retsoration. Land Acquistion, Enginnering, are not accounted for. | ||||||||||||||||
| 3) Due to unknows, assumptions and estimates of items size, lengths, quantities were made. Actual quantities and items may vary. | ||||||||||||||||