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Cottonwood Est-SY 160210 (2)I Basement Analysis page 1 of 2 DallasDrC in Date: February 13, 2014 2466 Glenda Lane Dallas, Tx. 75229 -------- ----- - -- -- "When it has to be right the first time" BASEMENT PROPOSAL „F.OR �._v;_ _ �JOB�SI- E/LOCATIOj.1 51.1Nim BOB JAMIESON WARREN RESIDENCE LAKE SUPERIOR CONTRACTING 141 COTTONWOOD COPPELL,TX INFORMATION PRO . NEW RESIDENCE WITH BASEMENT THAT HAS A CRAWLSPACE AND PIER AND BEAM CONSTRUCTION ON REMAINDER OF RESIDENCE --TYPE OF BASEMENT_ m4 New Construction — Architect: JBIAUH,,O §TEKt no* Preventative Existing Structure Engineer: C QC_ =:&OS.. Reaction To Problem All walls to have W.P. & Backfill Gravity Fall Exhaust ONLY ITEMS NOTATED WITH Walk -out Basement Dual Sump Installatioi ARROWS ARE APPLICABLE RECOMMENDED SQLVTION --__j Patented Fasp® Three Tiered Basement System consisting of Sub Slab Fasp® Field lines under basement slab, ®Lower Perimeter Fasp® at total perimeter of basement at a depth well below bottom of footer, and a Mid Tier GM* Fasp® line installed at total perimeter approx mid elevation of wall. All lines flow to one location by Gravity Fall or by pumps within a Dual Sump Installation Two Tiered Waterproofing consisting of a primary layer of CCW #860/861 sheet membrane and a CCW #6000 ®Drain Mat as secondary protective layer to keep gravel away from membrane while backfilling while also providing a insulation space between wall and gravel. Membrane is a 60 mil rubber material that is adhered to wall with a CCW #702 Primer and pressure rolled to form a precision envelope around basement that is designed to hold to wall for the life of a structure. Backfill at all walls with waterproofing applied using a Dallas Drain exclusive technique of filling the excavated void around the basement by separating the walls of the basement from stored excavated soil with a 18" to 24" gravel "Moat" around the basement. Bottom of excavation is filled with total gravel backfill to an elevation above finished floor of basement and the remaining space is divided between soil and gravel up to existing grade by painstakingly dividing 8' sections at a time while keeping a 18" to 24" gravel column against wall and reducing the chance of hydro static pressure from water accumualtion. Protection of additional area of residence with Interior Perimeter Fasp® at total interior perimeter of pier and beam sections and connected into Basement System while protecting exterior of total structure with the exterior FD perimeter of residence with series of 6" solid PVC lines for the purpose of collecting all downspouts and exhausting to street through curb at at least two locations. All Downspouts equipped with Dallas Drain Exclusive "Downspout Cleanout Adaptor"" for ease of cleaning gutters, downspouts, and underground pipe. Revision based on the deletion of Interior Fasp® System on Stalls, Servant's Quarters, and small crawlspace sJ between Rear Loggia and N.W. Basement wall. See revised design with deletions. www.dallasdrain.com 972.484.8932 (o) 972.484.4405 (f) www.faspinc.com Page 2 of 2 PROPOSED RECOMMENDATION PRICE ®Fasp® Three Tiered Basement System ®TwoTiered Waterproofing System ©Separation Backfill Installation FD Fasp® Interior Perimeter System for crawlspace protection Breakout pricing for solid PVC system for downspout collection. D1 Change order: Deletion of Int Fasp® System per description above. Optional deduct: 3% discount on all invoices paid within 10 days of receipt of invoice TOTAL http://Wvv"v.youtube.com/watch?v=lErRGu—XOf8 $51,8.92.0.0 $23,6_88.00 $4&681:00 - - ($9,486.00) ($4,705.00) $152,127.00 GENERAL PROVISIONS: ARTICLE 1. MATERIALS: Dallas Drain Company (DDC) shall furnish all materials and perform all work shown on the Plan Drawing (see ARTICLE, 3 below). All drain line pipe to be smooth bore S & D PVC or smooth bore polyethylene pipe for larger diameters. Drain basins, grates and fixtures to be NDS or equal. Pipe and fittings to have solvent weld connections to ensure a tight, non -leaking system. French drain lines to be FASPO SDR 35 pipe. ARTICLE 2. INSTALLATION: ► All work to be performed by DDC in a workmanlike manner according to standard, DDC practices. ► Any alteration(s) from DDC contracted design or specifications may require additional charges to be added to the contracted amount. ► Installation to be "Tum -Key" unless exceptions are specified in writing. ► DDC does not assume any liability for the effects of either surface or subsurface water damage to the structure or grounds. DDC's "Ten (10) Year Warranty" specifically guarantees that the quality of the materials and the workmanship of the specialized drainage system will be to DDC standards. Any warranty obligation is specifically limited to the contracted amount. All repair and/or replacement of system components will be at the discretion of DDC. ► If unknown items such as subsurface rock, concrete, etc. require removal with breaking equipment (e.g. jack hammer or excavation machinery), then contracted price may be subject to additional cost. ARTICLE 3. PLANS & SPECS: ► If requested, a Plan Drawing can be provided for review only prior to contract approval. If a Plan Drawing is given to the potential contractee or their agent for their own use ANL D a contract with DDC is not signed within 30 days after the Plan Drawing has been provided, then a fee charge of $1,250.00 will be due 30 days after the Plan Drawing was provided. Otherwise; a final, "as -built" drawing ► The drainage design will be designed by Kevin Travis, B.S.M.E.and certified by the FASP® Corporation and as such does not include a Professional Engineering stamp. ARTICLE 4. MISC: NOTE: From 24 years of case history studies, it has been learned that the effects of the proposed drainage solution on the structure or the grounds are not totally predictable. The intent of this drainage solution is to control excess water only. No warranties or guaranties concerning the future performance of the structure is given or implied. This firm, fixed price proposal contract price is based on cost factors that are known (typically observable) during the initial site review. The intent of this is to provide the most competitive price for the services provided with no additional fees included for unknown factors such as excavating unmarked irrigation/ sprinkler systems, utilities or subsurface rock or concrete. In the event that unknown factor(s) are identified during the installation, then additional fees may apply and will be priced on a case-by-case basis. In -lieu of this pricing option, a set fee can be established for unknown factors. For this proposal, a fee of $0.00 applies. (NOTE: if in -lieu of fee is $0.00 then case-by-case pricing for unknown factor(s) will be applied.) !)Dallas Di-ainCo.,Inc. TM�� Kevin "Travis, 13.5.M.E. "Concrete is to a structure as Drainage is to its stability President www.daffasdrain.com 972.484.8932 (o) 972.484.4405 (f) www.faspinc.com ODabsDmin "Concrete is to a structure as Drainage is to its.stability"T''' 4" 6" Downspout CleanoutAdaptorTM 8" ALL LINES EXHAUST BY � Fasp® Systems GRAVITY TO DAYLIGHT 0 6•• 8.. 8" -- _ 6.. 8" ° S=rABLE� _ 6" BREAKPOINT (TYP) 6•• Ak R. 'GARAGE. INTERIOR PERIMETER FASP SYSTEMS i 6" 6„ CRAWLSPACE g' • 8" EAR LOGGIA 6" GARAGE .~ CRAWLSPACE 8.• 6.. BASEMENT VENTS -FrAT(O e 6" i LIMPS ' 6 i`RONT PbRC"_ - • �• •� " 6" i CONNECT PUMP EXHAUST 6.. INTO SOLID DOWNSPOUT i LINE VIA A 3- PVC LINE 6" SOLID PVC DOWNSPOUT LINES i (TYP) 6.. BREAKPOIN (TYP) INTERIOR / EXTERIOR FASP SYSTEM c DESIGN IS INTENDED -1-0 II..LUSTRATE GENERAL INSTALLATION.r CREWS MAY CHANGE LOCATION OF CERTAIN COMPONENTS BASED ON MAXIMUM[ IsFFICIENCY FOR ACTUAL CONDITIONST — - TO — NO5C_A Copyright c Reproduction Warren Residence/ Lake Superior Contracting prohibited without Date 12.30.2013 MAPSCO, - - prior authorization 141 Cottonwood REVISION # ._ 2013 Address CoppeR, Tx REV. DATE www.daffasdrain.com 972.484.8932 office 972.484.4405 fax www.faspinc.com