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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
Geotechnical coaching appt.- the proposed residential bldg. Encompasses steep slopes and significant upslope fof perkins lane w, and further constrained by very limited property depth. The convential solution for the bldg. Foundation has been average 55 long by 48 diameter secant piles encasing 36 wide steel 1-beams weighing up to 3 lbs per foot. Such construction requires very heavy and oversized equipent that are extremely difficult ot deliver to the site via the only very narrow acss Applicant: Farrokhi, Ahmad | Permit type: Construction | Permit id: 6358852 | |||||
Establish use as single family residence and construct one family dwelling, per plans Applicant: Farrokhi, Ahmad | Permit type: Construction | Permit status: Initial information colle | Current use: Single family / | Permit id: 6267159 | |||||
Geotechnical coaching appt.- the proposed residential bldg. Encompasses steep slopes and significant upslope fof perkins lane w, and further constrained by very limited property depth. The convential solution for the bldg. Foundation has been average 55 long by 48 diameter secant piles encasing 36 wide steel 1-beams weighing up to 3 lbs per foot. Such construction requires very heavy and oversized equipent that are extremely difficult ot deliver to the site via the only very narrow acss Applicant: Farrokhi, Ahmad | Permit type: Construction | Permit id: 6358852 | |||||
Establish use as single family residence and construct one family dwelling, per plans Applicant: Farrokhi, Ahmad | Permit type: Construction | Permit status: Initial information colle | Current use: Single family / duplex | Permit id: 6267159 | |||||
Geotechnical coaching appt.- the proposed residential bldg. Encompasses steep slopes and significant upslope fof perkins lane w, and further constrained by very limited property depth. The convential solution for the bldg. Foundation has been average 55 long by 48 diameter secant piles encasing 36 wide steel 1-beams weighing up to 3 lbs per foot. Such construction requires very heavy and oversized equipent that are extremely difficult ot deliver to the site via the only very narrow acss Applicant: Farrokhi, Ahmad | Permit type: Construction | Permit id: 6358852 | |||||
Establish use as and construct new single family residence, per plan.  Value: $422,748Applicant: Novion, Shaun | Permit type: Construction | Permit status: Initial information colle | Current use: Single family / duplex | Permit id: 6267159 | |||||
Land use application to allow a four-story 3,9 sq. Ft. Single family residence in an environmentally critical area.  Date: October 17, 2012Value: $500,000Applicant: Farrokhi, Ahmad | Permit type: Environmentally critical area | Permit status: Permit issued | Current use: Single family / duplex | Permit id: 3012111 | |||||
Geotechnical coaching appt.- the proposed residential bldg. Encompasses steep slopes and significant upslope fof perkins lane w, and further constrained by very limited property depth. The convential solution for the bldg. Foundation has been average 55 long by 48" diameter secant piles encasing 36" wide steel 1-beams weighing up to 3 lbs per foot. Such construction requires very heavy and oversized equipent that are extremely difficult ot deliver to the site via the only very narrow acss road fronting the property. (see form for more questions). Applicant: Farrokhi, Ahmad | Permit type: Construction | Permit id: 6358852 | |||||
Establish use as and construct new single family residence, per plan. Value: $422,748Applicant: Novion, Shaun | Permit type: Construction | Permit status: Initial information colle | Current use: Single family / duplex | Permit id: 6267159 | |||||
SCORE 56 Establish use as and construct new single family residence, per plan. Applicant: Novion, Shaun | Permit type: Construction | Permit status: Application accepted | Current use: Single family / duplex | Permit id: 6267159 | |||||
Geotechnical coaching appt.- the proposed residential bldg. Encompasses steep slopes and significant upslope fof perkins lane w, and further constrained by very limited property depth. The convential solution for the bldg. Foundation has been average 55 long by 48" diameter secant piles encasing 36" wide steel 1-beams weighing up to 3 lbs per foot. Such construction requires very heavy and oversized equipent that are extremely difficult ot deliver to the site via the only very narrow acss road fronting the property. (see form for more questions). Applicant: Farrokhi, Ahmad | Permit type: Construction | Permit id: 6358852 |
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