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Home My WebLink AboutSUMMIT VIEW PUMP STATION - PDP/FDP - 5-01 - SUBMITTAL DOCUMENTS - ROUND 1 -Cost Estimate for Road Construction Escrow Project Summit View Pump Station Owner North Weld County Water District Project No. 00-042 Date 12/13/2000 By CJM Removal of trees 12 EA $ 75.00 $ 900 Rip and haul existing asphalt 183 SY $ 5.00 $ 917 Structural fill, imported and installed 1,513 CY $ 11.00 $ 16,639 8" roadbase, imported and installed 107 CY $ 6.50 $ 698 4' asphalt, installed 183 SY $ 20.00 $ 3,667 Curb, gutter, sidewalk, installed 150 LF $ 24.75 $ 3,713 Landscaping 1 LS $ 2,500 $ 2,500 Traffic control and signage 1 LS $ 3,500 $ 3,500 Site restoration 1 LS $ 750 $ 750 Construction Costs Subtotal $ 33,283 Escrow Adjustment (+ 50%) $ 16,642 Total Construction Costs to be Escrowed $ 49,925 North Weld County Water District Summit View Pump Station ID Task Name October November December January February March April May June 1 Piping/North Connection Design Installation of Pipeline Procurement Design of BPS Installation Design of BPS Installation of BPS 9 1/30 1131 MMW 4/25 1 412 3126 3127 13 21 26 38 Project: SummitviewSchedule Date: Wed 12/13/00 Task Split Progress Milestone i Summary ^ Rolled Up Task �- [ € ;-'' Rolled Up Split Rolled Up Milestone Rolled Up Progress - External Tasks Project Summary CJM Page 1 Wed 12/13/00 North Weld County Water r xt December 8, 2000 Page Two Respectfully, Chris J. Matkins, E.I.T. The Engineering Co. December 8, 2000 FILE NO.: 00-042 City of Fort Collins Community Planning and Environmental Services Current Planning 281 North College Avenue P.O. Box 580 Fort Collins, CO 80522-0580 ATTENTION: Mr. Ted Shepard, Chief Planner RE: North Weld County Water District Summit View Pump Station Dear Ted: As indicated on the `Submittal Checklist — Project Development Plan', we are required to provide a list of names of all general managers and directors as owners of the project. The owner of the proposed Summit View Pump Station will be North Weld County Water District, a quasi -municipal utility district. The following personnel are responsible for the direction and management of this district: Gary Simpson — Member of Board of Directors Robert Arnbrecht — Member of Board of Directors W.M. McKay — Member of Board of Directors Charles Achziger — Member of Board of Directors Ralph Prior — Member of Board of Directors Don Posselt — District Manager Alan Overton — District Engineer Correspondence can be delivered to: North Weld County Water District P.O. Box 56 33247 Highway 85 Lucerne, CO 80646 Phone: (970) 356-3020 Fax: (970) 395-0997 Email: water@nwcwd.org Should you have any questions, please feel free to call me. The Engineering Co. • 2310 East Prospect • Ft. Collins, CO 80525 • Phone (970) 484-7477 • FAX (970) 484-7488 surveyors, Inc.; 970 680 5021; Jan-12.01 4:04PU; age 11/11 PERMANENT EASEMENT EXHIBIT H COMER QUARTER C0NNER SEC. 4 T.7N. BOON. R01. 3 1 4' ULL CAP ON 2 1/Y , MLS 201123 P071T OF COWENCOADIT S�Yw POW OF OEOWNW I Exmff K IMM 9Q. FT. N8939'3G'E I i 76.00'— l' I �d � N 9414. 4 N' 100 50 0 100 Sl 1513 I rrl W C I rrl ZI z .Z1 MATERFIELDD :P.U.0. OI v I I I SOUTH QUARTER CORMR SEC. O. 11.7N. R.bOW. VIOJ Z"a Sm?F270"' INC. PROJECT NOa 2000050 9299 FASTMAN PARK DRIVE IMNDSOR CO 80550 DATE: I-08_01 PHONE: (970) 686. 5011 FAX: (970) 686-5821 CIJENT: T.E.C. WWW.KINGSURVEYORS.COM OWO: 2000050esmts Surveyors, inc.; 970 888 5821; ion•12-01 4:04Pa; " Gage 10/11 A parcel of land located in the West I lalf (W1/2) of Section Five (5), Township Seven North (T.7N.), Range SGdy-cj8ht West (RAM) of the Sixth hindpal Meridian (6" P.M.), Comty of Lar'aw,'%ate of Colorado and being mare particularly descril and as follows: COMMENCING at the Center Quarter Comer (CIA) of said Section 5 and winning the East line Of the Southwest Quarter (S W I/4) of said Section 5 to hear South OVW 21" East with an bearing but in telative thereto: 714ENCF. South 00e00'21" East along acid Bast line a distance of I S2.89 feel• THENCE. -%uth 89a59'39" West a distamx of 30.00 feet to the West Right -of -Way (ROW) of Larh= Comity Road (LCR) #9E, smd point being the POINT OF BLiGINNING; THENCF, South OVW'2I" East along said West ROW a distance of268.86 feet; THENCE South 7s027' I r West a d;stance of44.27 sea to a Point on me North live of Waterrwld P-UD- Fitat Filing as mcurded in lied ace Co mty Records wxlw Reception No. 99039594; THENCE continuing South 74-27'18" West along said North Gnc a distaaoo of 131.14 fed' 7HENCE North 00*0021" Wet a distance of 240.09 foa; , THENCE North 89e5919" FAst a distsoee of 94.00 feet; THENCE. North 00°0021" Well a distance of 75.77 fah THENCE North 89a5939" East a distance of 75.00 feet to the POINT OF BEGINNING. Said pared amleios 42.286 sq. IL mom or less (t), and is subject to any rights -of -way or now easements of recall or as now existing on said dckdW parcel ofkW. SYME—YOR'S C—MMIFICATIC 1. Lawrence S. Pepdc, a Colorado Registered Pfofessiond Land Surveyor do hereby state that this _FwparlyDmmptmwas Pad under trny' PRaond supervision and checking, and that it is am Lawmace S. Pepdc - Colarado Registered A Land Surveyor #33642 IIMG SURVEYORS$ INC. 9299 Eastman Padc Drive Vmdmr. Colorado 8055o .IN:2000050 RM 20000SOkxhiMLh.doc PLAN VIEW Service I c m c N N 1' LvIFC vl P 4' FC �I in Li_ e JE - - - - - - - - I I I I � I I m 10, 7' OI (min.) (min.) I I I I I 1' (T ) I 10, ---- I Water) -Tap --- \-- Stop Box G E b I S W ♦--__/mil \__/ \__ __ _________ Sewer I I Tap Stub-Out_ 13' 0 Easement PROFILE 3 Y 0 u I Road m a in I j�4' FC-]'lyl Service. cl I F� a �I u E �; I 7a �� I Property \ Line I e I I I I I �- 3' in Tap I _ Watt' I Stop Boxl E iE GI -Tap I Sewer Stub -Out - I ement �; 0 cc m o m c Uw • CABLE TV CROSSING FROM REAR LOT LINE TELEPHONE CROSSING FROM REAR LOT LINE ♦ _—Sgrvice-0Gas Gas Service Main Main__0_ — * n Electric Se__condary stub -out Pr Primary Secondary stub -out 4 — — Water — — n 01 Stop Box Main Stop Bow x I — — — Sewer �� — — — — Sewer stub -out Main Sewer stub -out NOTES: 1. No scale to the drawing above. All measurements shown are minimums. 2. Storm and sanitary sewers, manholes, water valves or telephone manholes are not allowed in the wheel path. UTILITY LOCATIONS �n LARB ER COUNTY CONSTRUCTION APPROVED: DRAWING URBAN AREA DRAWINGS DATE: of/zz/oi �2 STREET STANDARDS DRAWN BY: JRM FORT COLLINS ONLY 11 5'ROW (min.) 6' 10, 10, 83' Roadwa Wal Fkvv; Pk n wy, 8' in. Fence min. Setback 12' 12' 15' Travel 12' 12' Travel Uti Util. l. Esmt. 8' Travel Travel 8' 6' Esmt. Bike Bike Welk Lane Lane (min.) Center Median 7' 1; Median Left Turn Lane LEFT TURN MEDIAN ROADWAY WIDTH: 83' RIGHT OF WAY WIDTH: 11 5'(min.) plus 30' (min.) utility easement. TRAVEL LANES: 4 lanes, 12' wide LEFT TURN LANE: 12' wide BIKE LANES: 2 lanes, 8' wide PARKING: None. PARKWAY: 10' (min.) width. Additional width optional. SIDEWALK: 6' (min.) width. Additional width may be required for higher pedestrian traffic in and leading to activity areas. MEDIAN: Center Median: 19' wide landscaped; Left Turn Median: 7' wide landscaped. Barrier curb or out -fall curb and gutter. WHERE USED: These specifications shall apply as required by the Local Entity when a 4-lane arterial street is shown on the Master Street Plan, or when the traffic volume on the street is anticipated to be 15,000 to 35,000 vpd. DESIGN SPEED: 50 MPH SPEED LIMIT: 35-45 MPH ACCESS: Access will be limited. Points of access must be approved by the Local Entity. CONTINUITY: Unlimited FENCES: Fences shall be setback a minimum of 8' from the parkway edge of the sidewalk. LANDSCAPING: See Appendix 'C' CURB AND GUTTER: Vertical curb and gutter. 4-LANE ARTERIAL STREET LARIMER COUNTY APPROVED: URBAN AREA DESIGN DATE: 09/11/00 STREET STANDARDS FIGURE DRAWN BY: BSP FIGURE 7-2F the south did have to assume 100-year runoff from a contributing area on the north side of the canal. The pump station site could tie into that system if the runoff were piped under the canal. 12. If the below -ground facility creates less than 350 square feet of impervious surface, then no drainage analysis need be done. For further information, please contact Glen Schlueter, 221-6681. 13. The site will be served by the City of Fort Collins Light and :Power Department. The nearest electrical power is about one-half mile north along Mountain Vista Drive near Adriel Hills. Providing 277/480 would not be a problem. Normal development charges would apply. An electrical contractor needs to complete the Commercial„One (" C- 1") Form in order to determine entrance capacity and size of<the transformer. Electrical power should be brought to the site�within dedicated easements along public right-of-way. For further, information, please contact Alan Rutz, 221-6700. 14. The site would have to be- landscaped. If fencing is needed, it should be solid wood. If chainlink is used, it should be treated with.a green or black vinyl cladding. 15. It is recommended that you check with Rick Lee, Commercial Plans Examiner, Building Inspection Division, 221-6760, for the applicable building permit fees for either the above or below -ground facility. 16. It is recommended that a pre -submittal meeting be scheduled in order to determine the appropriate submittal documents either anabove- ground or below -ground facility. 6. The ditch access road cannot be blocked. In fact, perhaps it would be- efficient to share the ditch access road. Permission from the ditch company would be needed. For further information, please contact Sheri Wamhoff, 221-6605. 7. The requirement for a transportation impact study is hereby waived. 8. The site is located within the City's Mountain Vista Subarea Plan. This plan calls for new streets and street alignments to serve the area as,it develops over a long range timeframe. For example, Conifer is planned to extend east to intersect with Timberline Road, north of the subject parcel. Conifer is classified as a minorarterial street (two lanes with continuous left turn lane). The subject parcel should not preclude Conifer from extending along its proposed alignment. For further information regarding the Mountain VWAa Subarea Plan, please contact Pete Wray, 221-6376, or John�IQa,ggett, 221-6608. 9. The Larimer and Weld Canal will need a 50 wide buffer for a wildlife movement corrido. If there are any prairie dogPthey must be relocated or eradicated in a humane manner. ,Drought-tolerant plantings or xeriscape materials are encouraged.' For further information regarding natural resource issues,},please call Kim Kreimeyer, 221-6750. ' 10. The site is located in the Cooper Slough Drainage Basin where there are no new development fees at this time. For.,�reference purposes, 64site is located in inventory grid number 12F Since the building exceeds 350 square feet, a Drainage Report, Grading and Drainage Plan and Erosion Control Plan must be included'In the submittal. Please note that extended stormwater detention%is required to treat the runoff. { 11. The site release rate may be the standard two-year historic rate and detention for the difference between it and the 100-year developed rate. The biggest issueis to find an appropriate"outfall for the stormwater. Larimer and Weld Ditch cannot accept any runoff above the 100-year historic rate. If the site runoff crosses_ the irrigation ditch, the increased quantity would have to be followed to a point where it has no affect on the outfall system. The Waterfield development to COMMENTS: 1. The site will be served by the Poudre Fire Authority. Timberline Road is classified as an arterial street. Therefore, the site must be designed with a fire access road capable of supporting a 40 ton vehicle and designed with a loop featuring 20 foot inside and 40 foot outside turning radii. If the facility is above -ground, then there must be a fire hydrant within 300 feet capable of delivering a minimum of 1,500 gallons per minute at 20 p.s.i. residual pressure. The address must be visible from Timberline Road. If the facility is below -ground, a fire sprinkler system will not be required. For further information, please contact Ron Gonzales, 221-6570. 2. The site is zoned L-M-N, Low Density, Mixed -Use Neighborhood. The proposed use is considered a public facility and is eligible for administrative review. Recycled asphalt is acceptable as an alternative parking surface. The building can be set back no more than 25 feet from the property line, after the necessary dedications for the standard arterial roadway classification. 3. Since Timberline Road is classified as an arterial street, there will need to be 57.5 feet of half -width of right-of-way as measured from the centerline of the road. There is likely 30 feet of half -width at this time. This would require an additional 27.5 of right-of-way dedication. In addition, there needs to be a 15 wide utility easement dedicated along the roadway frontage behind the property line. Therefore, there would be a total of 42.5 feet of total new dedication along Timberline Road. 4. As a development, the project is required to improve the frontage along the public roadway. The developer's obligation is for the "local street portion" of the arterial cross-section. This typically involves four feet of sidewalk, curb, gutter and about eight feet of asphalt. These improvements can be done with the pump station, done in coordination with Waterfield P.U.D. (located to the south), or escrowed with a financial instrument acceptable to the City. 5. It does not matter to the City if the pump station parcel is owned in fee simple by the District or leased from the land owner. CONCEPTUAL REVIEW STAFF COMMENTS City of Fort Collins MEETING DATE: July 17, 2000 ITEM: North Weld County Water District Pump Station — West side of North Timberline Road (C.R. 9E), North of the Larimer and Weld Canal (Eaton Ditch), south of Mountain Vista Drive. APPLICANT: North Weld County Water District c/o Mr. Chris Matkins, The Engineering Company, 2310 East Prospect Road, Fort Collins, CO. 80525. LAND USE DATA: Request for either an above —ground or below - ground pump station. North Weld is connecting to a City of Fort Collins water line and needs a pump station to convey the water to customers in their service area. The desire is to have the pump station operating by April of 2001. An above -ground facility would be approximately 40' x 60' and constructed of split -face concrete block with a metal roof. COMMUNITY PLANNING AND ENVIRONMENTAL SERVICES 281 N. Coll"o A% v. P0.Box 580 Fort Collins, COR0522-0580 (970)221-6750 CURRENT' PLANNING DEPARTMENT Community Planning and Environment:aiL Services .6rent Planning July 24, 2000 Mr. Chris Matldns The Engineering;( 2310 East Prospe Fort Collins, COa Dear Chris: For your infom County Water Review Team' The comments the project appli the time of form If you should hi review process, i JUL 25 z ittached is a copy of the Staff's comments for the North Weld t Pump Station, which was presented before the Conceptual 17, 2000. Bred by staff to assist you in preparing the detailed components of Modifications and additions to these comments may be made. at ;w of this project. Sincerely, Ted Shepard Chief Planner cc: Project Planner File questions regarding these comments or the next steps in the feel free to call me at 970-221-6750. 281 North College Avenue • P.O. Box 580 • Fart Collins, CO 50522-0580 • (970) 221-6750 • FAX (970) 416-2020 North Weld County Water L ict December 8, 2000 Page Two 10. Due to the buried design, the pump station project will not exceed the 350 square foot impervious area limit as originally thought. Please refer to the variance letter included with this submittal regarding additional stormwater runoff concerns. 11. Please refer to the variance letter included with this submittal regarding additional stormwater runoff concerns. 12. Please refer to the variance letter included with this submittal regarding additional stormwater runoff concerns. 13. No issues to address. 14. No fencing will be used at this pump station. All access hatches will include entry locks. 15. No issues to address. 16. No issues to address. Should you have any questions regarding these issues, please feel free to call me. Respectfully, Chris J. Matkins, E.I.T. The Engineering Co. TEC December 8, 2000 FILE NO.: 00-042 City of Fort Collins Community Planning and Environmental Services Current Planning 281 North College Avenue P.O. Box 580 Fort Collins, CO 80522-0580 ATTENTION: Mr. Ted Shepard, Chief Planner RE: North Weld County Water District Summit View Pump Station Dear Ted: As indicated on the `Submittal Checklist — Project Development Plan', we are required to provide a copy of the summary letter of issues covered in the Conceptual Review and address the issues with a memo. The following numbered items correspond to the numbered comments on the Conceptual Review summary letter: 1. Driveway design meets requested dimensions and load rating. As an easement, there is no physical address for this pump station. If the Poudre Fire Authority would like to assign a reference number, we'd be happy to display it on a post visible from Timberline. 2. Driveway material is roadbase in lieu of recycled asphalt. This material was selected to minimize impact on rainfall runoff. 3. Easement and right-of-way requirements are being met. 4. North Weld County Water District is electing to design roadway improvements and escrow 150% of estimated construction costs. 5. No issues to address. 6. K&M Land Company owns this land and is agreeable to our improvement and sharing of the ditch easement access road. 7. No issues to address. 8. No detailed plans exist for the precise location of Conifer. However, City of Fort Collins Master Street Plan illustrates Conifer centerline as an east -west %4-section line. This line is approximately 251 feet north of the pump station easement. Due to the uncertainty of the future Conifer alignment and the developable property between the Summit View Pump Station easement and the 1/4-section line, the design of Conifer frontage should be deferred to subsequent development of this area. 9. The requested 50-foot wildlife movement corridor will be satisfied. No prairie dog populations have been observed at the site. Native drought -tolerant grasses will be planted. The Engineering Co. • 2310 East Prospect • Ft. Collins, CO 80525 • Phone (970) 484-7477 • FAX (970) 484-7488 North Weld County Water D. zt November 29, 2000 Page Two Respectfully, Chris J. Matkins, E.I.T. The Engineering Co. November 29, 2000 FILE NO.: 00-042 City of Fort Collins Community Planning and Environmental Services Current Planning 281 North College Avenue P.O. Box 580 Fort Collins, CO 80522-0580 ATTENTION: Mr. Ted Shepard, Chief Planner RE: North Weld County Water District Summit View Pump Station Dear Ted: As indicated on the `Submittal Checklist — Project Development Plan', we are required to provide a `Statement of Planning Objectives' for the above -referenced project. This objective of this project is to transfer potable water from existing City of Fort Collins facilities to existing North Weld County Water District (NWCWD) facilities. The installation of an underground pumping station and approximately one-half mile of 24-inch diameter ductile iron pipe will accomplish this objective. The pump station site is located approximately one-half mile south of the Timberline and Mountain Vista Road intersection. The pump station will be approximately 100 feet north of an existing Larimer and Weld Canal, in an existing crop field. This pump station will be completely buried with four small (3'x3') access hatches protruding from the ground. Given the utilitarian function of the project, the `aesthetics' design goal was minimize impact to adjacent surroundings and the natural lay of the land. Given the site location, this project is congruent with the Mountain Vista Subarea Plan's requirements for open space. This small site (0.6 acres) is located on dry ground with no wetlands. Grass seed planted after construction will be mixed to match native, drought tolerant species. This pump station and site will be leased from the current landowner (K&M Land Company) by NWCWD. Maintenance of the station and site will be by NWCWD, who will monitor the pump station through remote telemetry. Thus, there will be no significant times of occupancy. NWCWD expects to visit the pump station for quick, weekly maintenance visits. Hopefully, this letter outlines the basic function of this proposed facility, intent of design and congruence with the basic planning objectives of the Mountain Vista Subarea Plan. Should you have any questions or undressed items, please do not hesitate to call me at (970) 484-7477. The Engineering Co. • 2310 East Prospect • Ft. Collins, CO 80525 • Phone (970) 484-7477 • FAX (970) 484-7488 TEC November 29, 2000 FILE NO.: 00-042 City of Fort Collins Community Planning and Environmental Services Current Planning 281 North College Avenue P.O. Box 580 Fort Collins, CO 80522-0580 ATTENTION: Mr. Ted Shepard, Chief Planner RE: North Weld County Water District Summit View Pump Station Dear Ted: As indicated on the `Submittal Checklist — Project Development Plan', we are required to provide a certification of the Type of review for this project. Based on our previous conversations, this will be a Type 1, or Administrative, Review. Should you have any questions or undressed items, please do not hesitate to call me at (970) 484-7477. Respectfully, Chris J. Matkins, E.I.T. The Engineering Co. The Engineering Co. • 2310 East Prospect • Ft. Collins, CO 80525 • Phone (970) 484-7477 • FAX (970) 484-7488 ItemNo. 1................................................................................................. Application Form Item No. 2..................................................................................Filing and APO Label Fees Item No. 3 .................................................Certification of Type I (Administrative) Review Item No. 4 ..............24"x36" Site Plan Drawings (30 copies of Cover, Cl, and C7, folded) Item No. 5.............................................24"x36" Landscape Plan (20 copies of C7, folded) Item No. 6........................................................................ Statement of Planning Objectives Item No. 7 ............................ Utility Plans (13 copies of Cl, C5, C6, C7, E1,E2, unfolded) Item No. 8 .......................... Drainage and Erosion Control Report (4 copies of C4, folded) Item No. 9......................................................................................... Soils Report (2 copies) Item No. 10 ......................... Conceptual Letter Concerns and Memo Addressing Concerns Item No. 11............................................................ Legal Description of Pump Station Site Item No. 12 ............................. Names and Addresses of Property Owners in Development Item No. 13.............................................. List of General and Limited Partners as Partners Item No. 14.........................................................................Development Phasing Schedule Item No. 15..................................................................... Explanation of Variance Requests Item No. 16..................................... Letters of Intent Indicating Timely Land Negotiations Item No. 17 ............... Street Plans, Sections, and Details (8 copies of C9 and C10, folded) Item No. 18.................................................................Cost Estimate for Future Road Work List of Submitted Items Administrative Review of Project Development Plan For North Weld County Water District's Summit View Pump Station Submitted to City of Fort Collins, c/o Ted Shepard, Chief Planner LO The Engineering Company Submitted on 1/17/01