John R Benward Co, Kenwood, Po Box 99, Kenwood, CA (Employees: Donna Patience Blue Dashner, Earl George Broderick Ii, and Jeffrey Allen Carlson) holds a General Engineering license and 1 other license according to the California license board.
Their BuildZoom score of 0 does not rank in the top 50% of California contractors.
Their license was verified as active when we last checked. If you are thinking of hiring John R Benward Co, we recommend double-checking their license status with the license board and using our bidding system to get competitive quotes.
Construction of retaining wall #8 (see retaining wall layout for location). this is an approximately 80 linear foot (length) geobrug & tecco mesh wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Construction of retaining wall #7 (see retaining wall layout for location). this is an approximately 407 linear foot (length) geobrug & tecco mesh wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Construction of retaining wall #6 (see retaining wall layout for location). this is an approximately 64 linear foot (length) geobrug & tecco mesh wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Construction of retaining wall #5 (see retaining wall layout for location). this is an approximately 112 linear foot (length) rock anchor shotcrete wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Construction of retaining wall #4 (see retaining wall layout for location). this is an approximately 129 linear foot (length) drilled pier concrete wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Construction of retaining wall #3 (see retaining wall layout for location). this is an approximately 487 linear foot (length) drilled pier concrete wall and rock anchor shotcrete wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Construction of retaining wall #2 (see retaining wall layout for location). this is an approximately 293 linear foot (length) drilled pier concrete wall and rock anchor & drilled pier wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Construction of retaining wall #1 (see retaining wall layout for location). this is a 110 linear foot geobrug & tecco mesh wall that is proposed. this is part of the construction for the private roadway improvements for oak branch way walnut creek (big21-011351)
Debris cleanup fire debris cleanup **usa all underground utilities prior to earthwork. call 811 **properly licensed and certified contractors and specialists must be utilized to **perform asbestos and hazmat testing and removal **erosion control bmps must be utilized to stabilize the site during and after debris removal **if foundation will be left in-place; analysis will be required ... see more
Construction of city improvements in accordance with attached plan file#2012-035. hot mix and or no-skid trench plates shall be used for temporary trench backfill. **traffic control plans shall be submitted for review and approval prior to any work in city r/w. **mandatory preconstruction meeting required prior to any work in city r/w
Improve an approximately 20 wide x 300 long section of carriger rd (referred to as unnamed road in road log) 0.00 miles through 0.06 miles north of fowler creek rd and overlay an approximately 20 wide x 310 long section of fowler creek rd 0.00 - 0.06 miles east of carriger rd per attached county standards located in sonoma between and along 1299 & 1301 fowler creek rd
Excavate off the pavement on the east side of 8 st east. to relocate existing underground electric as per attached county standards. 90 miles north of hwy 121. located in sonoma. see attached plans titled schultz warehouse improvements plans. for scope of work
Excavate in the pavement along randolph ave to extend existinf 4-inch water main as per attached county standards..00 to 04-.06 miles north of clyde ave. located in kenwood. see attached drawing for location of work
Remove and replace meter box to repair water leak on customer side of water meter per standard 863-a provide pedestrian traffic control per mutcd ta28 and city of santa rosa standard
Excavate along and bore across 8th street east as per approved plans of -sewer main extension 8thstreet east- prepared by adobe associates dated 10/4/01. this permit only authorized the construction of the sewer main from the north sideof schell creek southerly