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HomeMy WebLinkAboutOLD TOWN NORTH - Filed DCP-DEV. CONSTRUCTION PERMIT - 2007-04-19City of Fort Collins Services Engineering Department City of Fort Collins, Colorado DEVELOPMENT CONSTRUCTION PERMIT Permit Number: Oq -33 Issuance Date: 1 G Z SAG Project Name: _Old Town North (Phase 1) Project A.K.A.: Project Location: East of College Ave North of Vine Drive and West of Redwood Street Permittee: Luke Johnson. Hall -Irwin Corporation (970) 352-6057 City and developer contacts: See attached Exhibit `A' for names and phone numbers of all contact persons for this project. Fees: Permit Application Fee ($300.00) $ paid Construction Inspection Fee (paid prior to issuance of this permit) S 98,130.35 Total $ 98,130.35 Development Bond or other approved security: Amount of security deposited with the City to guarantee the completion of all public improvements to be constructed as shown on the approved plans for the development. $ 2,232,275.26 Form of security deposited with the City. PERFORMANCE REQUIREMENTS OF THIS PERMIT: 1. The Permittee shall be responsible to require their Project Engineer to incorporate into all design drawings and specifications the certification of all materials testing by an Engineer. The Permittee shall have an Engineer prepare revised design drawings and secure City approval for all revisions to the Utility Plans and related documents. The Permittee shall have an Engineer represent, as required by the City in the Development Agreement, that the improvements are constructed in conformance with the approved Utility Plans and the standards and specifications of the City. The Permittee shall provide "as -constructed" plans prepared by an Engineer prior to the City's acceptance of the constructed public improvements. (All references above to the terms "Project Engineer" and "Engineer" shall mean a Professional Engineer licensed in Colorado.) 2. All contractors who perform work on this project must be bonded and licensed in conformance with City requirements. 281 North College Avenue • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6605 • FAX (970) 221-6378 www.fcgov.com 000000 (0(00000 000000000o (nN n0000000 L000000 N MM L6 n OON (ON 000 M 0000 NN V Nw0MNjon OOOOtO� (vj(.j 0, 00' ,R ST V (A mNa co 6969 O V NMON V Vf9 V1n OO�Mt9 m N r— O Z 496 d9 69 60 VVN^''EAR 69 69 69 F U W aW 2 W LL 0000000000 nnn0000000OOh oLVO It 9000�0 fnOA 60 V)(`7M 69 b900 0hOl)(( 6F) f.-n0 nMMMm VLOn(nLo00 000 00Z b W 6Y 69-6969A 64 6n9 Mobo9 9 t» wow LU ILO 10= WMmU CO 0 (O V oo V (D 00n0 OmU 00 nun V 11,oNn000 o.-ono W o 7 U OMOO V 0) b n LO O 1n to V In 0)cn V C;0, co V N n 0 in n 6) P- owor omo 000 a)0010 (0 N� M N n erg NN n 0)O)0)0 V N N VV fA (n V n rn 0)M (nM inn W a' I-F uO LO690) _ 69 69 ONN 00 N0) V CN NM fA 69 69 6Y 0000'IT LO0 N jj nr�f»N�6s i» �N! 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The applicant understands that additional permits may be required for this development project and the applicant shall secure those permits directly from the issuing departments. 5. This permit, along with a complete set of all approved plans and documents for this project (utility plans, site plan, landscape plan, development agreement, soils report, pavement design, traffic study, drainage report, plat easements and any other official documents), shall be kept on the development site available for use by City staff doing inspections. 6. Permit Expiration (in accordance with Section 29-12 of the Transitional Land Use Regulations or Section 2.6.3(K) of the Land Use Code, whichever is applicable): a. If construction has not begun within sixty (60) days from the date of issuance of this permit, this permit shall expire and the applicant will forfeit the Permit fee paid for this permit, whereupon the applicant must re -apply for a new permit. b. In addition, this permit shall expire one year from the date of issuance. The applicant may apply for an extension by reapplication at least two weeks prior to the expiration date. Such application shall contain information sufficient to justify the granting of the extension. An extension may be granted for up to six months. 7. Building permits and certificates of occupancy will only be issued when all conditions contained in the Development Agreement and Sections 3.3.2(C) and (D) of the Land Use Code or Sections 29-678 and 29-679 of the Transitional Land Use Regulations, whichever is applicable, are met. If the Development Agreement does not specify times for completion of public improvements, or if there is no Development Agreement, then the improvement requirements specified in Section 24-95 of the City Code shall apply, which provides that construction of all improvements shall be required prior to the time of issuance of the first building permit . 8. Acceptance by the City of the public improvements shall be after (1) final inspection has been conducted by the City; (2) punch list items from the final inspection are completed and accepted by the City; (3) required certifications from the licensed professional engineer that improvements are completed to City standards, specifications and approved Utility Plans; and (4) the `as -constructed' plans have been received and accepted by the City. 9. The warranty on street improvements is for five (5) years from the date of acceptance by the City of the completed improvements, in accordance with Sections 29-13 and 29-14 of the Transitional Land Use Regulations and/or Sections 2.2.3(C)(3)(g), 3.3.1(C)(2), and 3.3.2(C) of the Land Use Code, as applicable. Page 2 of 2 10. The City Erosion Control Inspector must be notified at least twenty four (24) hours prior to any planned construction on this project. All required perimeter silt fencing and other erosion/sediment control best management practices (BMP's) that can be installed prior to construction must be in place and inspected by the City Erosion Control Inspector before any land disturbing activity begins. 11. No work (including grading) shall be started in State Highway right-of-way until a permit is issued by the Colorado Department of Transportation to allow such work to begin. 12. Other conditions: 1.A11 pedestrian ramps within the right-of-way shall be constructed to meet ADA requirements (shall include truncated dome 2. Shop drawings for the culvert construction need to be provided (1 mvlar and 7 prints in 2406 format) prior to starting construction on each culvert 3. As per Section II D.16 of the Development Agreement no work including overlot grading can occur on the property to the South of Tract III until a drainage easement is dedicated to and accepted by the City. Permittee's acknowledgment signature: By signing this permit I acknowledges that I am acting with the knowledge, consent, and authority of the owners of the property (including all owners having legal or equitable interest in the real property, as defined in Section 1-2 of the City Code; and including common areas legally connected to or associated with the property which is the subject of this application) without whose consent and authority the requested action could not lawfully be accomplished. Pursuant to said authority, I hereby permit City officials to enter upon the property for purposes of inspection and, if necessary, to enter upon such property to perform work required of the applicant if the applicant were to fail to perform the required work. I also acknowledge that I have read this permit document with all its requirements and conditions, and I agree to all of the terms and conditions so stated in this permit. Applicant/Project Manager's Approval for issuance: City Engineer Approval: 1 V Date: l© 2-7 O (Permit I suanc Date) Page 3 of 3 EXHIBIT `A' DEVELOPMENT PROJECT CONTACT PERSONS Project Name: Old Town North (Phase 1) Name, address and numbers City Staff Contact Persons: Development Engineer: Sheri Wamhoff 281 N. College Avenue, Fort Collins, Co 80524 (970)221-6750 0140 Construction Inspector: Wyne Lenard 281 N. College Avenue, Fort Collins, Co 80524 (970) 221-6605 Cell (970) 222-6824 Current Planner: Cameron Gloss 281 N. College Avenue, Fort Collins, Co 80524 (970)221-6750 Water Utilities Engineer: Web Jones, ELCO (district) (970) 493-2044 Water Utilities Engineer: Roger Buffington (city) 700 Wood Street, Fort Collins, Co 80521 (970)221-6681 Erosion Control Inspector: Bob Zackley 700 Wood Street, Fort Collins, Co 80521 (970)224-6063 Natural Resources: Doug Moore 281 N. College Avenue, Fort Collins, Co 80524 (970)221-6143 Traffic Operations: Eric Bracke 625 Ninth Street, Fort Collins, Co 80524 (970)224-6062 Street closures: Syl Mireles 625 Ninth Street, Fort Collins, Co 80524 (970)221-6815 Transportation Planning: Kathleen Reavis 215 N. Mason St., Fort Collins, Co 80524 (970) 224-6140 Page 4 of 4 Forestry: Tim Buchanan 215 N. Mason St., Fort Collins, Co 80524 (970)221-6361 Light and Power: Doug Martine 700 Wood Street, Fort Collins, Co 80521 (970) 221-6700 or (970) 224-6152 Parks and Recreation: Developer's Contact Persons: Project Manager: Developer/Owner: Project Engineer: Craig Foreman 215 N. Mason St., Fort Collins, Co 80524 (970)221-6618 Luke Johnson Hall -Irwin Corporation 3026 4 h Ave, Greeley, Co 80631 (970)352-6057 Cell (970) 539-8024 Fax (970) 352-6284 ljohnsonna,hall-irwin com Lot Holding, LLC 3026 4 h Ave, Greeley, Co 80631 (970) 352-6057 Cell Fax (970) 352-6284 Shear Engineering Corporation 48365. College Ave., Suite 12 Fort Collins, Co 80525 (970)226-5334 Cell (970) Fax (970) 282-0311 General Contractor: Luke Johnson, Hall -Irwin Corporation 3026 4s' Ave, Greeley, Co 80631 (970) 352-6057 Cell (970) 539-8024 Fax (970) 352-6284 Page 5 of 5 (MALL-=RWIN Date: October 8, 2004 CONSTRUCTION DSVISION Project: Old Town North To: City of Fort Collins Plans: Shear Engineering Dated: July 1, 2002 Public Improvements Bid Item Description Quantity Unit Unit Price Extension 1 Tie to Existing Manhole 2 ea $ 2,043.06 2 8" Sanitary Sewer Main 4,965 If $ $ 4,086.12 3 10" Sanitary Sewer Main 1,600 If $ 23.80 $ 118,167.00 4 21" Sanitary Sewer Main 330 If 27.24 $ 43,584.00 5 6" Sanitary Sewer Service 27 $ 49.07 $ 16,193.10 6 4" Sanitary Sewer Service ea $ 823.30 $ 22,229.10 7 Concrete Encase Sewer Main 911 ea $ 782.10 $ 86,813.10 8 Concrete Encase Sewer Service 8 ea $ 638.35 $ 5,106.80 9 4' Dia. Sanitary Sewer Manhole 9 47 ea $ 536.19 $ 4,825.71 10 5' Dia. Sanitary Sewer Manhole 4 ea ea $ $ 1,775.74 $ 83,459.78 Sanitary Sewer Total: 1,934.84 $ 7,739.36 $ 392,204.07 Water System 1 8" CL- 52 Ductile Iron Pipe 7,371 If $ 29.34 $ 216,265.14 2 12" CL- 52 Ductile Iron Pipe 375 If $ 39.85 $ 3 6" Ductile Iron Hydrant Runs 291 If $ 23.00 14,943.75 4 6" Gate Valve and Box 14 ea $ 614.92 $ 6,693.00 5 8" 11 1/4 Deg. Bend 2 $ 8,608.88 6 8" 22 1/2 Deg. Bend 1 ea ea $ $ 231.48 $ 462.96 7 8" 90 Deg. Bend 1 229.87 $ 229.87 8 8" Plug w/ 2" Tap 4 ea ea $ $ 241.12 $ 241.12 9 8" Gate Valve and Box 31 118.49 $ 473.96 10 8" x 6" Tee ea $ 880.61 $ 27,298.91 11 8" x 8" Tee 14 ea $ 313.48 $ 4,388.72 12 8" Cross 5 ea $ 324.51 $ 1,622.55 13 12" Tapping Saddle 4 2 ea $ 432.64 $ 1,731.36 14 12" 22 1/2 Deg, Bend 2 as $ 1,588.40 $ 3,176.80 15 12" 45 Deg. Bend 1 ea ea $ $ 429.19 $ 858.38 16 12" 90 Deg. Bend 1 ea $ 427.71 $ 427.71 17 12" Plug w/ 2" Tap 1 ea $ 464.55 174.99 $ 464.55 18 12" Gate Valve and Box 4 ea $ $ 174.99 19 12" x 8" Tee 1,591.74 $ 6,366.96 20 Fire Hydrant Assembly 2 14 ea ea $ $ 531.88 1,728.50 $ 1,063.76 21 Tie to Existing Main 2 $ 24,199.00 22 8" Waterline Lowerings 3 ea $ 2,043.06 $ 4,086.12 23 12" Waterline Lowerings 2 ea ea $ $ 3.135.36 3,635.67 $ 9,406.08 24 20" Steel Casing 124 If $ $ 7,271.34 251 16' _Steel Casin_ 127.43 $ 15,801.32 140 If $ 90.60 $ 12.684.00 Old Town North Subdivision 1I3/4"Water Services 111 211 1/2" Water Services ea $ 1,110.82 $ 123,301.02 Water Services Total. 27 ea $ 2,093.81 $ 56,532.87 $ 179,833.89 Storm Sewer - Pioe 1 12" RCP Storm Sewer 66 If $ 40.91 2 12" Flared End Section w/ out Trash Rack 1 $ 2,700.06 3 18" RCP Storm Sewer ea $ 249.29 $ 249,29 4 18" Flared End Section w/ out Trash Rack 184 If $ 37.98 $ 6,988.32 5 24" RCP Storm Sewer 3 1,320 ea If $ 314.34 $ 943.02 6 24" Flared End Section w/ out Trash Rack 1 $ 43.94 $ 58,000.80 7 30" RCP Storm Sewer ea $ 379.35 $ 379.35 8 30" Flared End Section w/ out Trash Rack 127 1 if $ 52.65 $ 6,686.55 9 14" x 23" ERCP Storm Sewer 351 ea If $ $ 509.44 $ 509.44 10 14" x 23" Flared End Section w/ out Trash Rack 6 ea $ 60.03 $ 21,070.53 11 4' Dia. Storm Manhole 503.20 $ 3,019.20 12 5' Dia. Storm Manhole 6 ea $ 1,496.69 $ 8,980.14 13 Concrete Encase Storm Sewer Joints 2 8 ea $ 1,827.04 $ 3,654.08 14 Concrete Encase Triple 14" x 23" ERCP 1 ea Is $ 631.87 $ 5,054.96 15 Core Drill / Tie In to Existing Structure 1 ea $ $ 3,951.44 $ 3,951.44 Storm Sewer Pipe Total: 2,585.94 $ 2,585.94 $ 124,773.12 Concrete Structures 1 Type 2 Outlet Structure 1 ea $ 2 Overflow Weir Wall 3,887.02 $ 3,887.02 3 30' Type R Inlet 1 Is $ 4,777.34 $ 4,777.34 4 10' Type R Inlet 1 ea $ 7,057.43 $ 7,057.43 5 Ri ra 2 ea $ 2,822.98 $ 5,645.96 Concrete Structures Total: 75 ton $ 70.57 $ 5,292.75 $ 28,880.50 Street Curb and Gutter 1I30" Vertical Curb and Gutter 14,013 If $ 8.36 $ 117,148.68 2 30" Depressed Curb and Gutter 140 If $ 8.36 $ 1 170 40 Street Curb and Gutter Total: $ 118,319.08 Concrete Sidewalks 1 Ramos/ Crossoans 1 4.5' x 4" Concrete Sidewalk 8,840 If $ 9.23 $ 81,593.20 2 5' x 4" Concrete Sidewalk 2,451 If $ 10.31 $ 25,269.81 3 6" Thick Concrete Sidewalk @ HC Ramps 7,527 sf $ 3.31 $ 24,914.37 4 8" Crosspan & Spandrel - Without Wire Fabric 4,240 sf $ 4.89 $ 20,733.60 5 8" Crosspan & Spandrel - W/ Wire Fabric - 1,678 sf $ 5.43 $ 9,111.54 Midblock 6 Handicap Ramp w/ Color Landing (Labor Only) 90 ea $ 271.44 $ 24,429.60 7 Sidewalk Culvert - 5/8" Steel - 2' Opening x I V L 2 ea $ 4,695.91 8 Sidewalk Culvert - Concrete - 4' O enin x 8' L 1 ea $ 2,822.97 $ 9,391.82 Concrete Sidewalks / Ramps/ Crosspans Total: $ 2,822.97 $ 198,288 91 Concrete Alleys 1 5" Concrete Alley 2 8" Concrete Alley Approach w/ Wire Fabric 67,892 sf $ 2.99 $ 202,997.08 3 3' x 6" Valley Pan @ Alleys w/ Wire Fabric 4,212 6,126 sf If $ 5.43 $ 22,871.16 $ 14.66 $ 89.807.16 Old Town North Subdivision 1L 6" Valley Pan (& Pond - w/ Wire Fabric 800 If $ 14.66 $ 2x 6" Colored Concrete Trail w/ Fiber3x 6" Colored Concrete Trail w/ Fiber 1,20640 If $ 41.82 $ Off Street Concrete Trails / Valley Pans Total. . 200 f $ 18 02 $ Asphalt Paving -Collector Streets 1 (Collector Streets (5" Asphalt over 6" Agg•) 10,696 sy $ 16.24 $ 2 Signing and Striping 1 Is $ 31.654.83 S Asphalt Paving Collector Streets Total: Asphalt Paving -Residential Streets 11Rasidential Streets (3 1/2" Asphalt over 6" Agg.) 15,150 sy $ 2 Signing and Striping 1 Is $ 1 Asphalt Paving - Residential Streets Total: Total: 13.37 $ 11,728.00 68,552.00 173,703.04 202,555.50 $ 2,232,275.26 Old Town North Subdivision W W 2 N F Q y W F N 0 U 0 z Q y W f H z Q 0 F U w 0 w EL 000000 (O (0 0 0 0 0 O O O 0 0 0 0 0 0 0 (O N r 0 0 0 0 0 0 0 (0 0 0 0 0 0 0 0 0 0 (O Cl) M(0(o 01� M Mrr ON V V fI C, ON CC 00M0000 NN�N CJ M M 69O r lhMr OCD e} a) r N r r O po 9 � 00 f9 69 CD 7NM 0)N V a69 (N O 0 69 Lf) M a) 0) V N .a N 69 V) 69 !�- W O t Z 69 69 69 EA 60 in ;p O p f» 69 U V N Z J mw ain w W m uj P.3LL p 0 0 0 0 0 0 rr-- (°(°00 0 0 0 0 0 0 0 0 0 0 r--rrn0000000 0 0 0 Lo � z r O z o r[T' O O CM M (") M E9 b9fA 60 0 0 O O O O O M O (O (n (n E9r- r6469 � 0 rrMm co 9 O .- o O '4 fA fR fA f9 W _J 3 W �� 0m69 o 0 W 2 2 W IL M 0 H _ ul W z LU LL .4,. m U. > W w 004 O o .- o (000�(0 (o O r 0 0 M (O 0 0 fD r(O��ONr00f0 O W r 0 0 0 o(gorlonio 0 7 00700 0) LOI N(O w (° v (00) m c; 0 Nra COONNr m(W(nr w MO r LL 6N1 N(°9 tl�O 69 69 N 06 e}oOmmo m NCli 's LfW �(O()NO (lauO Q f9 61 N CO ff! 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