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Home My WebLink AboutTOWNHOMES AT TIMBER CREEK PUD - FINAL - 16-89O - SUBMITTAL DOCUMENTS - ROUND 1 - SUPPLEMENTAL INFORMATIONCity of Fort Collins, Colorado DEVELOPMENT CONSTRUCTION PERMIT Permit Number: 99-41 Issuance Date: I h z f z0 cb Project Name: Townhomes at Timber Creek Project A.K.A.: Project Location: Northeast corner of Timberline Drive and Timber Creek Drive Permittee: KEM Company, LLC, a Colorado Limited Liability Company City and developer contacts: See attached Exhibit "A "for names and phone numbers of all contact persons for this project. Fees: Permit Application Fee (paid at the time of application) $000.001 paid RR Construction Inspection Fee (paid prior to issuance of this permit) $ 6,412.20 Total $ 6,712.20 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. $ 78,820.50 Form of security deposited with the City: L,6T �� 'F �K"F.oi T 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. 3. Construction time restrictions: AJ A" 4. 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; and (3) required certifications from the licensed professional engineer that improvements are completed to City standards, specifications and approved Utility Plans and 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. 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 N • • 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: 0- 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: 0 City Engineer Approval: Date: Z Z 000 (Permit fssuance Date) 3 EXHIBIT "A" DEVELOPMENT PROJECT CONTACT PERSONS Project Name: Townhomes at Timber Creek, P.U.D. Project A.K.A.: City Staff Contact Persons: Development Engineer: Marc Virata 281 N. College Avenue, Fort Collins; CO 80524 (970) 221-6605 x7188 mvirata@ci.fort-collins.co.us Construction Inspector: Rhonda Henson 281 N. College Avenue, Fort Collins, CO 80524 (970) 221-6605 x7903 Cell (970) 217-4089 Pager (970) 622-1690 Current Planner: Ted Shepard 281 N. College Avenue, Fort Collins, CO 80524 (970) 221-6343 Water Utilities Engineer: Roger Buffington 700 Wood Street, Fort Collins, CO 80521 (970) 221-6854 Erosion Control Inspector: Bob Zackley 700 Wood Street, Fort Collins, CO 80521 (970) 224-6063 Natural Resources: Kim Kreimeyer 281 N. College Avenue, Fort Collins, CO 80524 (970) 221-6641 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 Exhibit "A" Page 1 of 3 r Transportation Planning: Kathleen Reavis 210 E. Olive, Fort Collins, CO 80524 (970) 224-6140 Forestry: Tim Buchanan 281 N. College Avenue, Fort Collins, CO 80524 (970) 221-6641 Light and Power: Janet McTague 700 Wood Street, Fort Collins, CO 80521 (970) 224-6154 Developer's Contact Persons: Project Manager: David S. Brown KEM Company, LLC 3000 S. College Avenue, STE 103, Fort Collins, CO 80525 (970) 223-4900 (office) (970) 223-4901 (fax) Developer/Owner: KEM Company, LLC C/o William Krug, Manager 3000 S. College Avenue, STE 103, Fort Collins, CO 80525 (970) 223-4900 (office) (970) 223-4901 (fax) Architect/Planner: Brad Massey Aller-Lingle Architects 748 Whalers Way, Fort Collins, CO 80525 (970) 223-1820 (office) (970) 223-1833 (fax) Project Engineer: Patricia Kroetch, P.E. North Star Design 1200 Carousel Drive, Suite 201, Windsor, CO 80550 (970) 686-6939 northstar@uswest.net General Contractor: William T. Nicholl Gerrard Excavating, Inc. 1739 S. County Road 13C, Loveland, CO 80537 (970) 669-1463 (office) (970) 669-1964 (fax) Exhibit "A" Page 2 of 3 • C Landscape Contractor: Gary Olsen Waterboy Sprinklers & Landscape 1216 N. Shields Street, Fort Collins, CO 80521 (970) 484-4202 (office) (970) 416-0277 (fax) Surveyor: King Surveyors, Inc. 9299 Eastman Park Drive, Windsor, CO 80550 (970) 686-5011 (office) (970) 686-5821 (fax) Exhibit "A" Page 3 of 3 TOWNHOMES AT TIMBER CREEK- Proposed Development Schedule MON TUES WED T1411P FRI a A-r SUN JAN 3 4 5 6 7 8 9 finalize paperwork for PC P issuance JAN 10 11 12 13 14 15 16 GERRARD: begin overlol--------------------- ---------------------- KING: stake foroverlot ----------------- JAN 17 18 19 20 21 22 23 MLK, JR, DAY GERRARD:overlot --- ---------------------- GERRARD: begin sewer ---------------------- KING: stake for sewer----------------- JAN 24 25 26 27 28 29 30 GERRARD:sewer ----- --------------------------------------------CITYINSPECT GERRARD: begin wateri istall ---- -------- KING:stakeforwater --- ------------- JAN 31 FEB 1 2 3 4 5 6 Construction Coord Mtg or joint trenching GERRARD:water ------ ---------------------- ---------------------- ---------------------- ------------------------ FEB 7 8 9 10 11 12 13 Pull construction permit or first building CITYINSPECT Begin joint trench: City, USW, AT&T------------ ---------------------- KING:stake forjointtren h----------------- FEB 14 15 16 17 18 19 20 KING: stake for first build ng----------------- Continuejoint trench--- ------------------------ PuSCoinstall-------- ---------------------- KING:stakeforPuSCo- ------------------------ CITYENERGIZE FEB- 21 22 23 24 25 26 27 Excavate for first building --------------- Foundation for first buildi g----------------- PREStDENVS DAY PuSCoinstall--------- ---------------------------------------------- KING: stake for cletachec garages FEB 28 29 R 1 2 3-4- 5 Foundation for first buildi g----------------- Plumbing underground, rstbuilding----------- -------------------_-- GERRARD:excavate forfoundations/slabs detached garages -------------------------------------------------------- Pull (F&F) permits fords ached garage buildings • 12/29/99 - Page 1 of 2 TOWNHOMES AT TIMBER CREEK- Proposed Development Schedule MON TUES WED THUR FRI CAT SUN MAR 6 7 8 9 10 11 12 GERRARD: backfillfirst foundations/slabs detact, uilding edgarages---------- floors/slabs, first building -------------------------------------------------------------------- ---------------------- ------------------------ MAR 13 14 15 16 17 18 19 floorsIslabs, firstbuilding---------------------- KING: stake for curb/gutter ----------------- Begin framing on firstbulding GERRARD: grade for cur ----------------- /gutter--------------- ------------------------ ---------------------- MAR 20 21 22 23 24 25 26 GERRARD: grade for cut/gutter--------------- GERRARD: install curb/clutter ----------------- ------------------------ MAR 27 28 29 30 31 APR 1 2 GERRARD: install curb utter ----------------- -------------------------------------------------------------------- APR 3 4 5 6 7 8 9 Grade for paving ------- ---------------------- ---------------------- PAVE AS WEATHER ALLOWS APR 10 11 12 13 14 15 16 • • 12/29/99 - Page 2 of 2 DEC-02-99 THU 13:14 KEM WS INC FAX NO, 970#901 P.02 TOWNHOMES at TIMBER CREEK, P.U.D. Project Quantities and Cost Estimate Sheet DZription e�l �i� Units of -'.Es_tirnated Total Co nqtrucflon Total :Lsggc - ion mg-a-;qrqQuantit.y ' j�-��- jqsnit ,�a -Measure Fee Fee of . .. ......... . . STORM SEWER ............... - -------------- ....... . . ... ... . ............ . .... .. .. . . . .. ..... JRqinforced Conc P 0.60 . .................... LF 0 ....... . . . $0.00 ............. $o-00;; ............. . . Tr...-.... ench 0.60 LF 0 $0.004 . ...... . . . . .. . ............... ... . . .................. ........ $000 - .... ...................... . . . . ...... ConcreteHeadwall 3.0 ............ ... ... ....... . .......... Cy 1 0 $0.00i $0. ...... ................... . L4 .... ... ........... Water Quality gmtjq: Structures 3.00 Cy 0 $0.W ......... ... ........ . ............. . .................... $0. $0.0, 0 All -Inlet Typ 90-00 EA 0 $0.00 i $0-0 0 . . ... . ...................................................... $0.001 . . Manholes 90.00 EA . ...... ....................... .. . . . ............... $0.00; ....... ....... ........ 0 'Pan $0.001 $0.00! .. . .. ....................... . ........ i--l'Soncrete LF 1830 $1098.00: .. . . ..... ..... .................................. . . . . . . 2' Sidewalk Meta!) ... ..... .... ......9-0-.00 EA 3 $270.00:' 00,00 $5,400.00 SUBTOTALS STORM SEWER>>I$l . . . .. . . .............. ------------ - - .... ............... .. . ............... . ..... $20,040.00 . [�KAER ........ . . ............ . .......... . ...... . .......................... . .. .... ................. . ..... ................ : ....... .............. ..... ....... ... 8" Main 60 LF . . . ........... . . .............. 0,$417.00: . . . . ............ . ............ $23.001 . ............ .. . . . .15.... . .... . ............ $,985.00 i Manholes 8 $720-00; (._..;.Manholes............ . . .................................. ... . EA ...... .. .. . . . ..... I ............. . ..................... . . .................. $ .. L500-00 . . . . ............. $12.000,00; 4" Services 60-00 13 .. . ........ ..... ........... . .... $780.00 $475.00 $G, 175.001 Service Lines 0.00 LF 661 ................. ...... ........... . . .. . .................. ............... ............ . .......... ..... $0.00� --------------- .. . . . ........... .... . -4 .. $13.00 i ........ . ...................... ....... ....................... $8,593-00!� . . .... .. + Trench 0.00 LF 1356 $0,00 .......... ............ ......... ... .. ............ ............................ . SUBTOTALS i�,917.001 $8.50: $11,526-00 54,2 ..... . .. ................ --------- WATER ....... .. . ..... . ........... .................. .... . .................. . . . ......... .................. .... . ............. .............. . ... ..:I" Services . ........ 30.00 6 $180.00. ........ $1,200-001 ............. $7,200.001 :1 1/2" Services i 30.00 EA .. ...... ......................... .... . ..... . ................... ... . . ...... . . ................... 4 8 $240.00 i .... .......... ..... ... ........... ....... $2,000.00! $16 000 00 ....... . ... i Wat!�r,.q" DIP .................... . ..... .... . ....... .......... ..... 0-60 LF 761 $456.60! .... . ..... .. . ............ . . . $20.00i ... .. ................................... $15,220-001 :-8----"- --2---2------1--1----2---- Elbow30-00 EA 4 $.1..2.0....0..0.. t1 ............. ..................... . $.2..00..0...01 ......... $800-001 . ........ 8" Valve and Box 2 $120.00� 60.00 EA .................. . ......... .......... .......... . . .. ...... .. . .... ........ .......... . ................ $700-00 $1,!100.00i . .... . ...................... . .. . ......................... 7 18" 45 Elbow EA 4 ................. ......... . . . . .................. 3 . o : 20.001 ... ......... ........ ... $200-00: ..... .. .... ............... I $800.00 i8 x 6 Tee EA 3 ...$90.00�: ........$30.00� 7.---0- 8 x 6 Reducer ------ 30-00 EA . ......... . .......... . ........... - .- ........ $100.00....... .$.2-.-.. ....$810-00 00!! :Water, G" DIP 0.60 L.F 270 1 $162�00;: . ............... ... . ......................... . . ............... ; % ... ......... :6" $16-00� .................. $4,320.00 . ... Valve and Box . .. . ... . . ............................. ....... ................ EA 4 $240.W: ........... . . .. $190.00: .. . . ................. $ j G" 90 Elbow 30.00 EA ......... . .. ... ............ - $30.00i •........... . ................... . . .. .................. ...... $130.00: . . ...... $130.00! ........................... . ..... Fire Hydrants $300-00: EA ................................ ....... 4 ................... ... .. . . ... ....... 5 ......... .... $Z,350.00' ...... . ..... ..... :Trench 0.60 LF -....1031 $618.60 .... ........ . .... .... . . ................... $5.501 $5.670.501 SUBTOTALS .... ....... WATER>> 1 $2.707-20 *STREET SYSTEM insi. c U 4yg�,46 is 4.6 ow art-mpec. 19 ifv t I&OS101f. dltk ..... ......... ......... $ 12.00! $60,852,00 G, tb Is U. $8.00L .0 $10. 00: .$16,320-00 .......... $2,820.00 . .. .. .................. .. . ... .......... $ 6.001 ...................... . ........... $12,240.001 .. t .................... ........... $18-00' . . . .............. ............ . ....... . .$1 080.00. 0,242 . $2.00: . ............................. $4,120.00 $127p256.00: ..................... . .. ............ ... .............. . . ..................................... 3ie.uu ..... ....... . . ............ . .. ........... ............... . ........ : .. ............... ............. . . ............. Pavement in public .q�!i right-of-wa Sy 980 $294.00: $12.0 ...................... .. ........ ........... . ......... . ........ ....... .... ... ..... ........ . . . ............ . ........... ....... ........ ...... .oL $11,760.00 'Crosswalks in p .��qc -y�a o.so SF _.qgt.pf _y . 210 $12 6.00:t ... .... $10.001 $2,100-00 . ................. . ..... ........ S.U..S.TOTALS - STREET SYSTEM (PUBLIP)��j $420.001 ...... $13860.00 SUBTOTALS - STREET _SYSTEM .. .SUBTOTALS ..... . ............... STREET ............... ................ E ...(ALL)>>j $420.001 $141 116.00 . ............. 2 -1 $733,020.50 . .. . ............ ....... INSPECTION FEE TOTAL -,-�$6,412. 9,11 --------- . .......... . . ....... ........... .. . ..... . .... .. . ............... .... . ......... . . .................. . . ...... ------------ TOTAL INFRASTRUCTURE COST >1 $280395.50 .......... . .. . . ......... .. . ................. ..... . ..... . ...... .... .. . ........... ... . ............... + denotes items added/changed relative to cqVi al submission dated 11 /9/99 DS8 — 1211 /99