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Magnolia Office Campus Addition-PT181101CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Address of Applicant Survey/Abstract #AcreageOR 1.Type of proposed construction or development: 2.Description of Construction Permit requested: Provide an attachment containing the name and 24-hr. contact phone number of supervisor(s) for every contractor working under this general permit. 3.All construction shall be in compliance with, but not limited to, the City of Coppell Subdivision Ordinance, Standard Construction Details, Streetscape Plan and approved plans. The contractors shall adhere to the City's Erosion Control & Sedimentation Ordinance. 4.Applicant shall provide a copy of approved plans, specifications and the related cost estimate or contract for the purpose of permit fee calculation verification. Section #Subdivision Block #Lot # Name of Applicant Date Submitted Phone Number Fax Number Location of Construction (address, if available): Location description (attach vicinity map): Drive Approach Fire Lane Bridge Paving Sidewalk Excavation Median or Landscape Water Main R.C.P. Sanitary Sewer Main Flume Inlet Box Culvert Rip Rap Fill Area Drainage Channel Excavation Slope Protection/Retaining Wall Parking Lot Residential Alteration of a natural waterway drainage course Placement of Fill (in right-of-way or on private property) Other (describe & attach drawing or sketch) Non-Residential 15660 N Dallas Parkway Suite 110 5.414 The Edge Office Campu 11 Savannah Developers 11/01/2018 9722482147 2142761499 116-131 SH 121 SW Corner of Denton Tap and SH 121 CONSTRUCTION DEVELOPMENT PERMIT APPLICATION Page 2 5.A Construction Inspection Permit Fee shall be paid prior to beginning work, in accordance with the City of Coppell Fee Ordinance. See Page 3 for calculation formula. Amount Due: $ Date Paid: NOTE: A separate excavation permit is required anytime pavement is cut or when there is work in the right-of-way not approved by the City Engineer. ¾Any work requiring closure of a lane of traffic, street, or alley must be approved in advance by the Engineering Dept., with notification to the following prior to closure: Police Department @ 972-304-3600 Street Department @ 972-462-5150 Fire Department @ 972-304-3512 Engineering Dept. @ 972-304-3679 ¾Attach barricade plan / trench safety plan of a lane or street closure. (Required) ¾It is a requirement of this permit that As-Built Drawings be turned in at the end of this project. As-Builts consist of 1 set full size paper copy, 1 set full size mylar and a CD with Autocad.dwg files. NOTE: Street closures are allowed from 9:00 a.m. until 3:30 p.m. ONLY unless otherwise approved by City Engineer. ¾A pre-construction meeting is required prior to beginning work related to this permit. Contact the inspector assigned to your project to schedule the meeting. FOR CITY USE ONLY Is the fill area located in an identified flood hazard area? Yes No Are other federal, state, or local permits required? Is additional information required? If YES, a Floodplain Development Permit is required before any construction can begin. No Yes Yes No Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or cause of action that may be made or come against it by reason of or if any way arising out of the closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. Printing your name indicates your acceptance of the terms and conditions of this form: Contact Number Contact Number Date PERMIT APPLICATION APPROVED PERMIT APPLICATION DENIED Signature of Applicant Signature of Inspector City Approval 22914 2147078466Timothy S Baumann PUBLIC IMPROVEMENTS CONTRACT AMOUNT X 4% =PRIVATE IMPROVEMENTS CONTRACT AMOUNT X 2% = Paving Water Sanitary Sewer Storm Sewer Alleys Sidewalks Other Total As per the City of Coppell Subdivision Regulations, the Developer shall pay 4% of the cost of the items to be permitted and inspected by the Engineering Department and dedicated to the City. The Developer shall pay 2% of the items to be inspected by the Engineering Department, but not dedicated to the City such as parking lots, private utilities, private drainage systems and so forth. Inspection fees are due on or before the date of the Pre-construction Meeting. INSPECTION FEE CALCULATION SHEET Project Name Date In order to verify the inspection fee due, please provide a copy of the development contract(s) and this spreadsheet with completed calculations to the Engineering Dept. The contract(s) should indicate the cost to construct the following improvements: Grand Total (total of both colored fields) Page 3 34,028 1,361 615,786 12,315 40,035 1,601 144,112 2,882 75,106 1,502 162,658 3,253 2,962 19,952 The Edge Office Campus Nov 1, 2018 22,914 Submit by E-mail Print Form 7REAM Concrete Cans>tr-uca�ion, Lntc Preliminary Pricing Project: The Edge Office Campus Site and Buildings Coppell, TX Contractor: Savannah Developers Address: PO Box 2109 Addison, TX 75001 Contact: Dave Williams Bid Date: July 27, 2018 Proposal #95-18 Acknowledged Addendum: NIA All concrete, concrete labor, reinforcing and reinforcing labor listed under inclusions will be provided and installed according to the drawings and specifications listed below. Any and all contracts pertaining to this project will need to include this proposal and or any and all revised proposals as exhibits. Any changes or addtions need to be priced and approved prior to proceeding. Drawings: Civil dated 5-23-18, Architectural dated 5-30-18, Structural dated 5-31-18 Specifications: Per Drawings Only BEAM Concrete provides all tools, materials and equipment to complete work related to concrete only in these drawings and specifications. Indemnifications only to the extent of our own negligence and coverage by our insurance. All taxes included. Concrete pumping as needed. BEAM Concrete will install anchor bolts, pipe bollards and tiltwall embeds supplied by others in above drawings only. Notes: 1) By submitting this proposal, BEAM Concrete does not relinquish its rights to negotiate contract terms and conditions. 2) Concrete placed and finished onjobsite becomes the responsibility of the GC. Protection of finished concrete or repair of damage is the responsibility of the GC. 3) Any work associated with the monument sign is excluded. 4) All work associated with the masonry screenwall is excluded, no detail shown. 640 Central Expressway Melissa, Texas 75454 469.742.0094 469.742.0095 fax www.BEAMconcrete.com Page 1 of 4 Inclusions: EA City ROW: 43,284 6,620 SF 6" Paving, #4s @ 18" ocew 470 LF 6" Mono Curb 5,218 SF 4" Sidewalk, 43s @ 18" ocew 4 EA Handicap Ramp Site: EA 18" Pier w 45" Bell 17' from FF 43,284 SF 5" Paving, 43s @ 18" ocew 52,089 SF 6" Paving, 44s @ 18" ocew 4,815 SF 7" Paving, 44s @ 19" ocew 5,002 LF 6" Mono Curb 19,544 SF 4" Sidewalk, #3s @ 18" ocew 7 EA Handicap Ramp 8 EA Bollards - Install only Building A: 22 EA 18" Pier w 45" Bell 17' from FF 5 EA 24" Pier w 60" Bell 17' from FF 5 EA 24" x 24" x 24" Pier Cap A - BLDG, 6" Void Forms 308 LF Tx F Grade Beam, 6" Void Forms 73 LF 2' x 1.17' Grade Beam, 6" Void Forms 8,166 SF 5" Slab on Grade, 93s n 12" ocew, 10 mil VB Building B: 32 F.A 18" Pier w 45" Bell I T from FF 6 EA 24" Pier w 60" Bell 17' from FF 8 EA 24" x 24" x 24" Pier Cap B - BLDG, 6" Void Forms 260 LF 2'x P Grade Beam, 6" Void Forms 151 LF Tx 1.17' Grade Beam . 6" Void Forms 2 EA Grade Beam Pilaster 2' x I' x F 8,498 SF 5" Slab on Grade, 43s cr 12" ocew, 10 mil VB Building C: 28 EA 18" Pier w 45" Bell 17' from FF 10 EA 24" Pier w 60" Bell 17' from FF 8 EA 24" x 24" x 24" Pier Cap C - BLDG, 6" Void Forms 407 LF 2'x P Grade Beam, 6" Void Forms 83 LF 2'x 1.17' Grade Beam, 6" Void Forms 1 EA Grade Beam Pilaster Tx 0,75'x 2' 11,259 SF 5" Slab on Grade, #3s @ 12" ocew, 10 mil VB Building A Total: Buiklin2 B Total: Building C Total: 640 Central Expressway Melissa, Texas 75454 469.742.0094 469.742.0095 fax www.BEAMroncrete.com 3600 PSI, 6 Sk, 20% Ash 3600 PSI, 6 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3600 PSI, 6 Sk, 20% Ash 3600 PSI, 6 Sk, 20% Ash 3600 PSI, 6 Sk, 20% Ash 36010 9sl, ° Ash 00 PSI, 5 Sk, 20% As 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash $688,873.00 3000 PSI, 5.5 Sk, 20% Ash 3000 PSI, 5.5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash $81,892.00 3000 PSI, 5.5 Sk, 20% Ash 3000 PSI, 5.5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 201/a Ash $94,475.00 3000 PSI, 5.5 Sk, 20% Ash 3000 PSI, 5.5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash 3000 PSI, 5 Sk, 20% Ash $113,112.00 Page 2 of 4 Building D: 28 EA 18" Pier w 45" Bell 17' from FF 3000 PSI, 5.5 Sk, 20% Ash 10 EA 24" Pier w 60" Bell 17' from FF 3000 PSI., 5.5 Sk, 20% Ash 8 EA 24" x 24" x 24" Pier Cap D - BLDG, 6" Void Forms 3000 PSI, 5 Sk, 20% Ash 407 LF 2' x F Grade Beam, 6" Void Forms 3000 PSI, 5 Sk, 20% Ash 83 LF 2'x 1.17' Grade Beam, 6" Void Forms 3000 PSI, 5 Sk, 20% Ash 1 EA Grade Beam Pilaster 2'x 0.75'x 2' 3000 PSI, 5 Sk, 20% Ash 11,257 SF 5" Slab on Grade, #3s @ 12" ocew, 10 mil VB 3000 PSI, 5 Sk, 20% Ash Builciiu2 D Total: 5113,425.00 Building E: 32 EA 18" Pier w 45" Bell 17' from FF 3000 PSI, 5.5 Sk, 20% Ash 6 EA 24" Pier w 60" Bell 17` from FF 3000 PSI, 5.5 Sk, 20% Ash 8 EA 24" x 24" x 24" Pier Cap E - BLDG , 6" Void Forms 3000 PSI, 5 Sk, 20% Ash 256 LF 2'x P Grade Beam, 6" Void Forms 3000 PSI, 5 Sk, 20% Ash 155 LF Tx 1.17' Grade Beam, 6" Void Fomes 3000 PSI, 5 Sk, 20% Ash 2 EA Grade Beam Pilaster 2'x 1' x P 3000 PSI, 5 Sk, 20% Ash 8,494 SF 5" Slab on Grade, 93s (a? 12" ocew, 10 mil VB 3000 PSI, 5 Sk, 20% Ash Building E Total: $94,470.00 Building F: 27 EA 18" Pier 19'+ 7' Pene from FF 3000 PSI, 5.5 Sk, 20% Ash 5 F -A 24" x 24" x 24" Pier Cap F - BLDG, 6" Void Forms 3000 PSI, 5 Sk, 20% Ash 73 LF 2'x 1.17' Grade Beam , 6" Void Forms 3000 PSI, 5 Sk, 20% Ash 7,167 SF 5" Slab on Grade, #3s rr 12" ocew, 10 mil VB 3000 PSI, 5 Sk, 20% Ash 278 LF 2'x 1' Grade Beam, 6" Void Forms 3000 PSI, 5 Sk, 20% Ash Building F Total: $74,369.00 Total Base Bid: $1,260,615.00 * For Performance & Payment bonds - ADD $16,267.00 * Performance & Payment bond price above does not include and alternates or Pier Unit Prices Exclusions: Any work associated with the monument sign Performance and Payment bonds Permits / City 1 Owner 3 -Way Contracts Police, barricades, permits, traffic control plans for public ROW Building corners or layout for other trades. Dirt work (sub -grade must be +1- 0.04 for stabilized sub -bases, +/- 0.1 for all others sub -bases) Stainless steel, galvanized and epoxy coated reinforcing and reinforcing accessories Maintaining of moisture content of sub grades Sand over stabilized sub -base materials Backfill associated with retaining walls. Haul offsite of excavated materials (stock pile only) Backfill of sidewalks or curbs Imported fill materials 640 Central Expressway Melissa, Texas 75454 469.742.0094 469.742.0095 fax www. BEAMconcrete.cam Page 3 of 4 Initial installation of soil erosion protection. Saw cutting, demo and haul off of existing concrete or asphalt, Coring of concrete Slip form machine placement of concrete Removal of top strip in expansion joints or cleaning of joints Striping of paving areas or fire lanes All landscape segmented block retaining walls. Landscape sleeves or piping All perforated PVC drain pipe, gravel, fabric for drain system. TAS signs (handicap), flagpoles or installation Waterproofing, joint scalers or caulking. Supply of miscellaneous embedded items (anchor bolts, pipe bollards, embeds of any type) Setting of guardrails, handrails, fence, gate post, Simpson strong ties. Concrete testing fees (including testing of concrete flatness tolerance) Ice, hot water, or blankets for temperature control of concrete. Pre -cast items curbs, splash blocks, stairs, pavers, catch basins, manholes, utility concrete etc. Special finishes for slabs, walks (cleaning, washing, sandblasting, bush -hammering, shot blasting, scarifying, stamping, staining etc.) unless otherwise noted. Hardeners, sealers, high-performance coating, wet cure. Removal or pumping of water for other trade to complete their work Final sweeping/cleaning. Site dust control BEAM Concrete superintendent shall not have authority to execute any contract documents, change orders or make changes to contract documents. All field work orders to be approved by BEAM Concrete project management prior to starting work. All submittals must be approved and submitted to BEAM Concrete's office prior to installation. This proposal is good for thirty days and conditioned upon the use of the AIA A401 subcontract or other acceptable contract language including this proposal. Please do not hesitate to call with questions or clarifications regarding this proposal. Thank you Carrie Haneline chanel me@ beamconcrete.com Please sign and return if this proposal is accepted Sign Name: «[� bate: -,77Z11 Z/ Contractor has agreed by his or her signature that the proposal is acceptable and that payment will be made to BEAM Concrete Construction, Inc, within 30 days of invoicing. 640 Central Expressway Melissa, Texas 75454 469.742.0094 469.742.0095 fax www. S EA M concrete. eo m Page 4 of 4 ANDSTAR Excavation Inc. 1298 FM 407 Justin,Tx 76247 Office: 940-648-54251 Fax:940-648-5415 UNIT PROPOSAL Project: THE EDGE OFFICE CAMPUS City Date 7101 012 1 8 Client SAVANNAH DEVELOPERS Attention DAVE WILLIAMS Phone 972.248.2147 Lmad dave aesavannandevelooers.com IDUIRLFC DOMESTIC WATER 2 mi—IT QUANTITY 1 112" "K" Copper 12" Valve & Valve Box Assembly LF 10 2" "K" Copper EA LF 60 6" DR14 C900 Pvc Water Pipe 11 LF 41 Connect to Existing 12" Line Fire Hydrant Assembly 5' bury EA 9 MISC. Fittings & Blocking TNS FA 1 6" Valve & Valve Box Assembly 1 FA 2 8" Model DDBPAL-08 Double Detector Check Backflow Preventor Assembly EA 2 12" X 2" Domestic Service Assembly Sanitary Sewer Pipe Embedment FA 6 12" X 1 112" Irrigation Service Assembly LS EA 1 Fire Hydrant Assembly 5' bury 1 FA 2 Water Pipe Embedment TNS 20 Trench Safety LS 1 Water Line Bacterial & Pressure Testing LS 1 PU®LIC E7OMESTIE WATER TOTAL 11 $ SIO, T36.96 PRIVATE DOMESTIC WATER UNIT QUANTITY 6" DR14 C900 Pvc Water Pipe LF 28D 8" DR14 C900 Pvc Water Pipe LF 1225 Connect to Existing 12" Line EA 2 6", 8" & 12" Fittings & Blocking EA 1 12" Valve & Valve Box Assembly EA 2 8" Valve & Valve Box Assembly EA 2 6" Valve & Va€ve Box Assembly EA 11 6" In Building Fire Riser EA 6 Fire Hydrant Assembly 5' bury EA 5 Water Pipe Embedment TNS 360 Trench Safety LS 1 Water Line Bacterial & Pressure Testing LS 1 PRIVATE DOMESTIC WATER TOTAL $ 14,112.45 PRIVATE SMITARY SEWER a UNIT I QUANTITY 6"x14' SDR 35 PVC Sewer Pipe LF 232 8"x14' SDR 35 PVC Sewer Pipe LF 842 Connect to Existing 8" Line EA 1 6" X 4" Sewer Inline Clean Out EA 6 6" & 8" PVC Fittings LS 1 4' Diameter Manhole 5.55 of 0+00 EA 1 4' Diameter Manhole 5.41 of 0+29.29 EA 1 4' Diameter Manhole 4.98 of 1+23.07 EA 1 4' Diameter Manhole 4.55 of 2+49.53 EA 1 4' Diameter Manhole 4.94 of 4+34.20 EA 1 4' Diameter Manhole 5.0 of 5+23.53 EA 1 4' Diameter Manhole 3.23 of 7+08.20 EA 1 4' Diameter Manhole 3.63 of 8+42.20 EA 1 Sanitary Sewer Pipe Embedment TNS 252 Trench Safety LS 1 Sanitary Sewer Line Camera, Mandrel and Vacuum Testing LS 1 PRIVATE SANITARY SEWER TOTAL $ 75,186.28 PAGE 2 PUBLIC STORM!! SEWER UNIT flF ANITEiTY 30" RCP Class III C76 LF 20 MISC. RCP FITTINGS LS 1 CONNECT TO EXISTING 36" STORM EA 1 REMOVAL & DISPOSAL OF CURB INLET FA 3 TYPE D TXDOT 2 GRATE INLET 4.45 of EA 1 TYPE D TXDOT 2 GRATE INLET 5.20 of EA 1 10' CURB INLET 5.0 of EA 1 Traffic Control, Signs, Barricades, Vertical Panels Wks a Saw Cut Existing Asphalt/Concrete Pavement & Sidewalk LF 120 Removal & Disposal of Asphalt/Concrete Pavement & Sidewalk SY 30 Cement Stabilized Sand Street Repair Backfill CY 24 Form, Drill & Steel, Place & Finish Proposed 10" Concrete Street Repair Sy 30 Storm Pipe Embedment TNS 11 Trench Safety LS 1 PU1BLPC STORM SEWER TOTAL $ 33,313.71 PIEVATE STORM SEWER UNIT [R}a,AITITY 18" RCP Class III C76 LF 835 24" RCP Class III C76 LF 14 30" RCP Class III C76 LF 650 CONNECT TO EXISTING 24" STUB OUT EA 1 MISC. RCP FITTINGS LS 1 10' CURB INLET 8.0 of EA 1 10' CURB INLET 5.0 of EA 8 5'x 5'x 7' of .!UNCTION BOX EA 1 Storm Pipe Embedment TNS 627 Trench Safety LS 1 1 11 PRIVATE STORK! SEWER TOTAL 1 $ 162,658.63 SUNT ARY PUBLIC DOMESTIC WATER $ 40,035.96 PRIVATE DOMESTIC WATER $ 144,112.45 PRIVATE SANITARY SEWER $ 75,106.28 PUBLIC STORM SEWER $ 33,313.71 PRIVATE STORM SEWER $ 162,658.63 MATERIALS SALES TAX $ 22,428.00 7'OT{4L $ 477,M.03 SURVEYOR LAYOUT, CONSTRUCTION STAKING $ 91500.00 EXPORT EXCESS UTILITY SPOILS $ 20,300.00 3 WAY CONTRACT, BONDS, PERMITS, INSPECTION FEES, FEES NOT INCLUDED "Quote Valid for 30 Days Please see Notes & Exclusions Page Date: 7/10/2018 Page 3 Please Note: Bid to plans dated: 5/23/2018 This Proposal to be used as an Exhibit within the Contract Agreement. Sewer services to extend to within 5' of building slab. Building Plumber to connect to our sanitary sewer lines at 5' outside of building. Domestic water service extended to meter box deadhead . Building Plumber to connect to our domestic water service at meter box deadhead. Fire line service to extend 1' above slab, isolations valves not included. Irrigation water service extended to meter box deadhead. Conflicts with existing saved trees and root systems will be at owners expense. Conflicts with existing utilities with installation of proposed utilities to be at owners expense. Guy Wire & Power Pole support or if in conflict will be at owners expense. Erosion Control, sodding, seeding & landscaping is not included. Native Material will be used for 95% compaction on backfill. Franchise and Irrigation conduit, sleeves and placement not included Exclusions: Street sweeping Development fees Export excess soils Material soils testing Tree protection fencing. Permit & Inspection fees. Engineering, layout or staking. Final grade in landscape areas Rock berms, check dams or rip rap. Maintenance or removal of silt fence. Export excess soils generated by others. Irrigation conduit and placement is excluded. All erosion control measures not utility related. Trash cleanup or disposal generated by others. Provide and/or place gravel, sand or vapor barriers. Dump fees associated with unsuitable soil excavation and export. All rock excavation exceeding the capabilities of a 70,000 lbs. excavator. Removal or cap & plug of any utilities other than what is indicated in proposal. Traffic control devices, barricades, buttons, and strips; temporary or permanent. Disposal of trash, concrete slabs, piers, or footings uncovered during the site utility excavation. Please contact me if you have any questions. Thanks you for the opportunity to bid this project. Dena Kupiec Landstar Excavation Inc. 940.648.5425 , ! f dkuRiec@landstarex.com sr 1 Scott Latta From:Jared Helmberger <jared@claymooreeng.com> Sent:Thursday, November 8, 2018 9:55 AM To:Scott Latta Cc:Priscilla Martinez; Darryl Zbranek; Steve King; Timm Baumann; Matt Moore Subject:RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Attachments:EDGE Office Campus - Work in City ROW.pdf; Permit Calc Sheet scanned.pdf Sorry for the confusion Scott – let me clarify: The total paving contact is 688,873. However, the Decel lanes and paving within TxDOT ROW is 39,059. Excluding the TxDOT paving work, the total should be 649,814 – so I believe we’re good there. The public storm that is referenced is for the work within TxDOT ROW. We’re connecting to the TxDOT storm system, so the “public storm” numbers have been excluded from City inspection. Please give me a call to discuss if needed. Thanks, Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Scott Latta <WLatta@coppelltx.gov> Sent: Thursday, November 8, 2018 9:43 AM To: Jared Helmberger <jared@claymooreeng.com> Cc: Priscilla Martinez <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov>; Steve King <steve@savannahdevelopers.com>; Timm Baumann <timm@savannahdevelopers.com>; Matt Moore <matt@claymooreeng.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Just a couple of items to address on the inspection fee calc sheet. Please see attached. From: Jared Helmberger <jared@claymooreeng.com> Sent: Thursday, November 8, 2018 8:31 AM To: Scott Latta <wlatta@coppelltx.gov> Cc: Priscilla Martinez <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov>; Steve King <steve@savannahdevelopers.com>; Timm Baumann <timm@savannahdevelopers.com>; Matt Moore <matt@claymooreeng.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Scott – 2 Revised application is attached. Please confirm that we can move forward with scheduling a Pre‐Con. Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Scott Latta <WLatta@coppelltx.gov> Sent: Thursday, November 8, 2018 8:23 AM To: Jared Helmberger <jared@claymooreeng.com> Cc: Priscilla Martinez <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Great, we’ll expedite the processing. From: Jared Helmberger <jared@claymooreeng.com> Sent: Thursday, November 8, 2018 8:21 AM To: Scott Latta <wlatta@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Thanks Scott – revised application coming over shortly. Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Scott Latta <WLatta@coppelltx.gov> Sent: Thursday, November 8, 2018 8:20 AM To: Jared Helmberger <jared@claymooreeng.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Sorry for the delay, but we now know that fire lanes on private property are considered private for the purpose of calculating inspection fees. Let me know if you have any other questions. Thanks, Scott Latta Engineering Technician City of Coppell, TX 972-304-3683 (office) www.coppelltx.gov 3 From: Jared Helmberger <jared@claymooreeng.com> Sent: Wednesday, November 7, 2018 1:13 PM To: Scott Latta <wlatta@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Fire lanes as public or private? Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Scott Latta <WLatta@coppelltx.gov> Sent: Wednesday, November 7, 2018 1:08 PM To: Jared Helmberger <jared@claymooreeng.com> Subject: FW: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Jared, Below is the response to your questions. Regards, Scott Latta Engineering Technician City of Coppell, TX 972-304-3683 (office) www.coppelltx.gov From: Kent Collins Sent: Wednesday, November 7, 2018 1:02 PM To: Scott Latta <wlatta@coppelltx.gov>; Kumar Gali <KGali@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Exclude TxDOT. Include fire lanes, we inspect due to fire code. Thanks, Kent From: Scott Latta Sent: Wednesday, November 7, 2018 12:56 PM To: Kumar Gali <KGali@coppelltx.gov>; Kent Collins <KCollins@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov> Subject: FW: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Any thoughts ? 4 From: Scott Latta Sent: Wednesday, November 7, 2018 12:55 PM To: Jared Helmberger <jared@claymooreeng.com> Cc: Scott Latta <wlatta@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review No, not yet. I’ll send a reminder around again. From: Jared Helmberger <jared@claymooreeng.com> Sent: Wednesday, November 7, 2018 12:41 PM To: Scott Latta <wlatta@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Scott – Circling up – Any word on whether the TxDOT work or the fire lane need to be included as public? Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Jared Helmberger Sent: Wednesday, November 7, 2018 8:24 AM To: 'Scott Latta' <WLatta@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Sorry, also to follow up – We understand the public vs. private on the utilities, but with regards to paving – Are the fire lanes considered public? I’m assuming the sidewalk along the frontage is public, but not sure about the fire lane. Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Scott Latta <WLatta@coppelltx.gov> Sent: Wednesday, November 7, 2018 8:22 AM To: Jared Helmberger <jared@claymooreeng.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Good question, let me get a ruling from our staff. I’ll get back to you. From: Jared Helmberger <jared@claymooreeng.com> Sent: Wednesday, November 7, 2018 8:19 AM To: Scott Latta <wlatta@coppelltx.gov> Cc: Kumar Gali <KGali@coppelltx.gov>; Kent Collins <KCollins@coppelltx.gov>; Priscilla Martinez 5 <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov>; Timm Baumann <timm@savannahdevelopers.com>; Steve King <steve@savannahdevelopers.com>; Matt Moore <matt@claymooreeng.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Scott – Can you confirm for me that all of the work proposed within TxDOT right‐of‐way should be omitted from the inspection fees paid to the City, since the work will be inspected by TxDOT? Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Scott Latta <WLatta@coppelltx.gov> Sent: Tuesday, November 6, 2018 8:39 AM To: Jared Helmberger <jared@claymooreeng.com> Cc: Kumar Gali <KGali@coppelltx.gov>; Kent Collins <KCollins@coppelltx.gov>; Priscilla Martinez <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov>; Timm Baumann <timm@savannahdevelopers.com>; Steve King <steve@savannahdevelopers.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Jared, Upon further review, there are two items that need to be addressed. The public improvements (4% inspection fee) have been included with the private improvements (2% inspection fee). Please calculate them separately and revise the inspection fee total. Also, on page 1 of the permit application, the construction “type” is checked as Residential, but is actually Non-Residential. I apologize for any inconvenience this may have caused. Regards, Scott Latta Engineering Technician City of Coppell, TX 972-304-3683 (office) www.coppelltx.gov From: Scott Latta Sent: Monday, November 5, 2018 4:44 PM To: 'Jared Helmberger' <jared@claymooreeng.com> Cc: Kumar Gali <KGali@coppelltx.gov>; Kent Collins <KCollins@coppelltx.gov>; Priscilla Martinez <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov>; Timm Baumann <timm@savannahdevelopers.com>; Steve King <steve@savannahdevelopers.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review 6 Looks good, please proceed. From: Jared Helmberger <jared@claymooreeng.com> Sent: Monday, November 5, 2018 4:28 PM To: Scott Latta <wlatta@coppelltx.gov> Cc: Kumar Gali <KGali@coppelltx.gov>; Kent Collins <KCollins@coppelltx.gov>; Priscilla Martinez <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov>; Timm Baumann <timm@savannahdevelopers.com>; Steve King <steve@savannahdevelopers.com> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Scott – Following up on the item below. Please confirm the inspection fees are acceptable and that we may move forward with scheduling the pre‐construction meeting. Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Jared Helmberger Sent: Sunday, November 4, 2018 3:54 PM To: 'Scott Latta' <WLatta@coppelltx.gov> Cc: Kumar Gali <KGali@coppelltx.gov>; Kent Collins <KCollins@coppelltx.gov>; Priscilla Martinez <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov> Subject: RE: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Scott – Attached is executed construction development permit application and contract backup of costs. Please confirm the inspection fees are acceptable and that we may move forward with scheduling the pre‐construction meeting. Thanks, Jared H. Jared Helmberger, PE ClayMoore Engineering 1903 Central Drive, Suite #406 Bedford, Texas 76021 Office: 817‐281‐0572 Direct: 817‐458‐4707 From: Scott Latta <WLatta@coppelltx.gov> Sent: Thursday, November 1, 2018 2:53 PM To: Jared Helmberger <jared@claymooreeng.com> Cc: Kumar Gali <KGali@coppelltx.gov>; Kent Collins <KCollins@coppelltx.gov>; Priscilla Martinez 7 <PMartinez@coppelltx.gov>; Darryl Zbranek <dzbranek@coppelltx.gov>; Scott Latta <WLatta@coppelltx.gov> Subject: Magnolia Office Campus Addition, Lot 1 Block A (The Edge Office Campus) (Savannah Coppell) Plan review Jared, In order to issue the Construction Development permit, we will need the following: 1. City approval of plans – Approved 2. Construction Development Permit Application http://www.coppelltx.gov/Documents/Government/Engineering/Building%20Inspections/ENG‐ ConstructionDevelopmentFillable.pdf, a. Calculation of Inspection fees (2% for private, 4% for public), provide contract backup of costs. b. Schedule pre‐construction meeting, call 972‐304‐3679. 3. Submit full sets of plans for City stamp approval 2 days prior to the pre‐construction meeting. City needs 3 full size and one PDf and CAD of all Civil plans. Submit however many your contractor will need as they must have approved set during construction. 4. Hold the pre‐construction meeting with Engineer of record, contractor, subs at our office 5. Pay fees at pre‐con 6. Issue the permit at the pre‐construction meeting Thank You, Scott Scott Latta Engineering Technician City of Coppell, TX 972-304-3683 (office) www.coppelltx.gov