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HomeMy WebLinkAboutFOSSIL LAKE PUD THIRD - Filed CS-COMMENT SHEETS - 2003-11-12V/ 2 U) c? C G E 0VI Z 3 ENO U > tr Z >. Y_ (n JU o O 1. N M N, of IL a U) W aD Y� Q T J � J E E cn N U Q 7 c O O a Y 'ON N N O L N J n C N Q .0 _ N to w N (Dca O ro L N N a) m N uNi ° row c u o E a`ni w °>. U N N ro Y U O ro J c c ro c E c N ro 3 ro �a N a) O cu N a m o y a a) N Y> m a 'ON v,Ncuo.Nro >>a m3a.-2 (1353 (0T 0) - a N > a `o o m u) � u) N C O E O mw Np E6 N c Z r YO N .O O a,C 73 N N D �`- N N T E N L a) .>-- ` > L N N a) J 0 N O (u a>i °m s_ o L >_ E '� a N J 3 .0 w N C N a > > a) O N to N ro >o0 °MCO Ep x a.wm E' �. C N 0 C N C ro C _) c1 N a E `� oiu� (° E� aEi 0 m > EE o `S m .o_ 3 u N _T yi m a) a) N O O -0 C J O C O ro N L N N (6 O U N N EEN QEtacoW° 0 0 0 N a) L C C L L V -O > 0 ° ctl 3 L Qt ` C L U N a) > C N c w O s �) ro Air. U'. a' O F- L O) J y O _ L N ro N _ p N L �O N C m m 3 3 ro ° m o In M t4 N C N L Y � OU N 4 U O p inL c NAY c 3 N N O N O i (1)0) a) ro NJo 0 C ro c ro w U>1 O >N 1 N o ro N > p. N O O ca E N aci�axi C E'N� � T O r N (6 30 Y N L2) E V) � > � 3 N O N C N O On J E?No u0a� N'Q a) _O O fn L J L o -0 N a o °o � 3 o aOi _� m co L N E o �Eoa1)I�0N (D OD L N� o w H F m a� N 0 N N C 0 VL- . 3 V! y N N Y Y Y Y m a3i m a3i a m WFz m a3i KEM Builders, LLC A Colorado Limited Liability Company 3000 South College Avenue Fort Collins, CO 80525 June 4, 2001 Mr. Matt Lafferty Larimer County Planning Department P.O. Box 1190 Fort Collins, CO 80522-1190 RE: Fossil Lake P.U.D. 3rd Filing Dear Matt, Telephone:(970) 223-4900 Fax:(970) 223-4901 Enclosed (Attachment 1) are summary responses to comments received from reviewing entities other than the City, based on the comment sheets you have forwarded to us to date. Also enclosed (Attachment 2) is an item -by -item response to the comments (dated June 1, 2001) from the City of Fort Collins, via Troy Jones of Current Planning. These responses follow a meeting between Troy, Brad Massey, and myself; and conversations with Traci Downs (County Engineering), Sheri Wamhoff (City Engineering), Gary Huett (Public Service Company of Colorado), and Janet McTague (City Light and Power). These response summaries are also being provided directly to Troy Jones and Sheri Wamhoff (City Engineering) following Troy's suggestion. Per my discussions with you, we certainly hope that the necessary and positive recommendations from County staff can be presented to the Board of County Commissioners at the earliest possible opportunity, perhaps even earlier than the aforementioned July 5 date. We are seeking permission/authorization to begin site preparation just as soon as we possibly can. I will call you later this week for your status and perspective. Please help us move the process forward in anyway you can. I will facilitate, very promptly, anything you need. Some of the previous communication delays have proven unnecessarily frustrating and costly. We feel we are now in jeopardy, through little if any fault of our own, of not being able to commence hard construction prior to the onset of winter conditions. Such a delay will indeed prove very costly, serving no one well. Sincerely, KEM Builders, LLC David S. Brown Manager DSB/s Encls. ATTACHMENT 1 KEM Builders, LLC (Applicant) Responses to (Larimer County) Comments relative to the Application dated April 30, 2001 Fossil Lake P.U.D. 3rd Filing Poudre Fire Authority (February 12, and May 14, 2001) Comments relative to sprinklers, water supply, and access roadway criteria have been resolved with the realignment of the (east) cul-de-sac and the repositioning of Building E. According to Mike Chavez of the PFA, they have no issues with the proposal. 2. Colorado Geological Survey (April 6, 2001) 1) Applicant's geological engineers will proceed with recommendations on underdrain(s) and dewatering equipment. The associated expenses will not be incurred unless technically necessary based upon actual engineering evaluations. 2) Applicant will, as always, use building -specific borings for baseline information for all structuralengineering. 3. Department of the Army, Corps of Engineers (April 9, 2001) No issues. 4. Fort Collins- Loveland Water District and South Fort Collins Sanitation District (April 11, 2001) Utility (water and Sewer) installations for incoming portions of Fossil Lake 2nd are scheduled to begin in the near future. Proposed sewer lines and connections have been developed in concert with those (previously) approved for Fossil Lake 2nd. Applicant's final submission will indicate "approved but yet to be installed and accepted by the District" where appropriate. 5. Larimer County Department of Health and Environment (April 24, 2001) Applicant will seek to include this proposal within the (present) Colorado Construction Stormwater Discharge Permit. Verification of this inclusion, or a separate permit for Fossil Lake 3rd, will be included with any further submission required. 6. Larimer County Parks Open Lands and Fairgrounds Department (April 30, 2001) No comments. Mr. Matt Lafferty June 4, 2001 Larimer County Planning Department Attachment 1 - page 1 7. LarimerCounty Planning and Building Services Division (May 3, 2001) No issues. No further TDUs required. 8. Larimer County Engineering Department (May 10, 2001) 1) Applicant submits the following (along with the formal request for Engineering Variance) in support of a Larimer County staff recommendation or approval for a modified street section. This information has also been provided to City Engineering staff. Applicant agrees to provide an attached 5-foot sidewalk. A cross-section diagram is attached. Applicant's conversations with both City and County Engineering staffs have indicated a favorable recommendation on this basis. • Applicant has discussed and diagramed (copy attached) gas and joint trench (electric, cable, and telephone) locations with the parties involved. While final designs have not been completed, all involved parties agree that the installations as diagramed present no significant issues. Applicant's proposal presents Tract D as a utility, drainage, and access easement encompassing all areas outside of building envelopes, exclusive of street right-of-ways. A 13-foot wide (back of attached 5-foot walk to building envelope) strip of Tract D has been maintained In all instances where primary utility trenches or equipment are to be placed. [An exception may arise at Building K, pending a final design for that transformer location. It (the transformer) may be relocated to the (west), or left as indicated since it is an end -point of primary runs rather than a continuing point.] • As noted in the first bullet under this item 2, Applicant has attached a cross-section diagram of the requested modified street profile. Applicant does request that both City and County staffs make favorable recommendations, and that the modified profile be accepted as a public (City of Fort Collins) street, as has been indicated in recent discussions. 2) Applicant understands the status to be that, upon City's acceptance of the modified street profile described above, the internal roads will be designated as publicly owned. In such instance, the HOA would not privately maintain them. In the event of any private designation, availability for public use will be specified in all appropriate documents, and the project's Declarations and Covenants would clearly provide for maintenance by the HOA. The Applicant's desire has always been that public use and ownership would be achieved. 3) Applicant will install pedestrian ramps consistent with the Fossil Lake PUD 2nd Filing. 4) Applicant appreciates the consideration regarding no parking spaces in the cul-de-sac islands. Applicant feels these landscaped islands will significantly enhance the appearance of the cul-de-sac ends, greatly reducing the impact of the attendant hardscape. Mr. Matt Lafferty June 4, 2001 Larimer County Planning Department Attachment 1 - page 2 5) Applicant will ensure that general notes and construction notes will conform with those as stated in Appendix E of the Larimer County Urban Area Street Standards, with the understanding that the applicability of some notes may be altered as a result of the outcome of item 1) above. 6) Applicant understands the applicability of Transportation Capital Expansion Fees at time of building permit issuance. Given the timing of this project and annexation to the City of Fort Collins, Applicant will seek further clarification as to which fee schedule(s) and which building review and inspection department (County or City) will ultimately control those processes. Obviously, Applicant has no desire to be subject to the confusion of submissions under parts of both (City and County) processes. 7) Applicant understands the applicability of (Fossil Creek Basin) drainage fees, with the same comments as stated under item 6 above. Mr. Matt Lafferty June 4, 2001 Larimer County Planning Department Attachment 1 - page 3 ATTACHMENT 2 KEM Builders, LLC (Applicant) Responses to City of Fort Collins Comments of June 1, 2001 (revision of City comments dated May 2, 2001) Fossil Lake P.U.D. 3rd Filing Applicant understands, agrees, and appreciates that (County staff) has determined that modification requests to the following supplemental regulations will not apply to this proposal: • Section 111.B.3.e.(1) - pedestrian connection standard • Section 11.8 - street design standard • Section III.A.4.b.(2) -street tree standard Applicant therefore understands that it will not be necessary to present modification requests for the above to the Fort Collins Planning and Zoning Board. 2. Applicant has prepared, and delivered to City Engineering Department the following in support of Applicant's formal request for a City staff recommendation to Larimer County for approval for a modified street section: • Applicant agrees to provide an attached 5-foot sidewalk. A cross-section diagram is attached. Applicant's conversations with both City and County Engineering staffs have indicated a favorable recommendation on this basis. • Applicant has discussed and diagramed (copy attached) gas and joint trench (electric, cable, and telephone) locations with the parties involved. While final designs have not been completed, all involved parties agree that the installations as diagramed present no significant issues. Applicant's proposal presents Tract D as a utility, drainage, and access easement encompassing all areas outside of building envelopes, exclusive of street right-of-ways. A 13-foot wide (back of attached 5-foot walk to building envelope) strip of Tract D has been maintained In all instances where primary utility trenches or equipment are to be placed. [An exception may arise at Building K, pending a final design for that transformer location. It (the transformer) may be relocated to the (west), or left as indicated since it is an end -point of primary runs ratherthan a continuing point.] • As noted in the first bullet under this item 2, Applicant has attached a cross-section diagram of the requested modified street profile. A copy of Applicant's formal request to the LarimerCounty Engineering Department for this Engineering Variance is also attached hereto. Applicant does request that both City and County staffs make favorable recommendations, and that the modified profile be accepted as a public street, as has been indicated in recent discussions. 3. The 20-foot setback from back of walk to garage doors has been maintained in every instance where driveways open onto the street. Buildings E, H, and I also have 20-foot driveways off of the private access drives. Applicant's design staff will again verify these setbacks. Mr. Matt Lafferty Attachment 2 - June 4, 2001 Larimer County Planning Department page 1 4. Applicant agrees, and drawings have been changed accordingly. Applicant's design staff will verify. 5. The intended design is essentially more of a textural variation than a'wall' in the usual context. The maximum wall height is projected at 30", tapering to 12". Applicant feels these and the related plantings will significantly enhance the appearance of the cul-de-sac ends, greatly reducing the impact of the attendant hardscape. The walls will provide textural break and variety to the islands, without impairing visibility. Drawings more clearly reflecting the concept will be submitted for further review. 6. Applicant is unclear as to any (erroneous) text cited and has asked for clarification from City Engineering staff. Clearly, Applicant will correct any inconsistencies or errors. Site drawings do reflect a 5-foot sidewalk width along Trilby Road and a 4.5-foot sidewalk width along all other adjacent roads. Applicant's March 16, 2001, Review Criteria submission, under Bicycle/Pedestrian Circulation, states, "... a 4' wide sidewalk to the east connecting to the detached walk on Snowy Creek Drive, a 4-6" walk to the west connecting to the detached walk on Trilby Road, and two different 4' wide walks connecting to the detached walk on Shallow Pond Drive." 7. Applicant agrees and understands that its engineers are to provide a Drainage and Erosion Control report with any subsequent submission. 8. Applicant agrees and understands that its engineers are to verifythat facilities designed with previous Fossil Lake filings were designed /will accommodate flows from this proposal. 9. Applicant has agreed, and discussed with City Current Planning staff, to relocated the 8-foot wide bike/ped path. The current submission ties the path to the end of the private drive area shared by Buildings F and G. The resubmission (draft attached hereto) places the path back in the location as originally submitted, through the'green belt' area between Buildings G and H. This location removes the path from private vehicle and pedestrian spaces. Mr. Matt Lafferty Attachment 2 - June 4, 2001 Larimer County Planning Department page 2 E EM Builders, LLC 3000 South College Avenue, Suite 103 Fort Collins, CO 80525 August 21, 2001 Mr. Matt Lafferty Larimer County Planning Department P. O. Box 1190 Fort Collins, CO 80522-1190 HAND DELIVER RE: Fossil Lake P.U.D. 3r° Filing Submission for Final Plat and CDs Dear Matt: A Colorado Limited Liability Company Telephone: (970) 223-4900 Fax: (970) 223-4901 Per our pre-app meeting on July 26, included herewith are the required documents for the Final Plat and Construction Document submission for the Fossil Lake PUD, 3r° Filing. As you know, we are seeking to move ahead as quickly as possible. Schmidt Earth Builders, Inc., will be doing our development work and has already begun site work for Everline, LLC, for the remainder of Fossil Lake Second. We are/will be seeking clearances to proceed with initial work (e.g., overlot grading and initial utility staking) just as soon as possible. Any assistance you can provide in this regard will be most appreciated. The following comments are relative to specific items on the Submittal Requirements checklist. These comments may clarify any related questions at this time. 4. 8) Street Names: We understand that the street names reflected on the documents are not yet approved. The names were selected from the County's database and were available as of the date the plat and site plan were prepared for this submittal. It is out desire to seek approval of these names as herein submitted. 12. Final Management Plan: The maintenance section from the draft Declarations and Covenants for the Village at Fossil Lake Condominiums has been provided. 16. Final Geologic Hazard Mitigation Plan: Copies of the project soils report have been included. There are no geologic hazards requiring mitigation beyond those experienced in normal construction circumstances. We will adhere to the findings in the report relative to all construction engineering, including the (private) streets. 9epkmbm 15, 2001 Ma. Tricis Kxoetch Tomb Star Design 700 Automation Drive, Unit 1 Wiodeor, CO 80550 (0 sotmtFonrCOLIMsIANrrA MDMM-r PwWr Fax Nots 7071 DM , 10 1 0 ce owt Flidte r a. Phone I Fax # Fw v RE: Fossil Lake rMd Filte6 Dcar Trk* The Fort Collins - Loveland Water Dosrict and the South Fort CoMns Sl ublim District have reviewed the above man hmmd pmjed and submit the following 000063U. Far comuaoo or d wW water service lines to Dieted mtu m that dw dsvdosoo t be M1da a homoowaers asaomxboe and that the association is resparsible fir all costs aasoeiatad with the www tints sad water use after the tap is pwdmscd- The District requaw asomoub, on the Diebiet'e standard ewmmnt form, for all facilities that are DM iocatod with in the pWAk ROW. The Dixb ices srmusdsrd sipwture block is rngnved for District approval- Tlss Distrjot Mum meta pas an tbo water sorrier lice !bf mutt family structures. Tbc canerest thrust block typical needs to be cormckd. to indieato a test Art sure of 150 psi, W too psi. The out stop typical is to be deleted. Please do to hesitate to eoattact roe at 226-3104. extmm 14, if you have 80Y Wrath s Of rMWN additional infoamtioe. RaepelxfilFly. K�-���� /j Mr. ►Y W. Farrill Syatoms ED&C" sec Mr. Mkhael v. wivibui maw 5150 9arad Drive, Fat Cakes, CO W525 NLme(M)22W104 Fmt(M)U"Id6 EO/7,0'd 106b£ZZOL6 'ON M ONI S3WOH WIN 9b:91 M 10-OZ-ES 17 ` INSTALL. 8- CRO$5, 8- GATE VALVE SOUTH (8' GATE VALVE NORTH 8 EAST PERjPLANS '-BY NORTHERN ENGINEERING) _\ N 426732-97 ?\ E2135354-18 ON 00.00 INa4683.72 (SW) rINV IN-4883.52 (NW) yNV OUT-4883.43 (SE) 426736.54 / 21 SM7.8y3S / PORARY 8 xREDUCER / \ FIRE HYDRANT N 426690.84 FUTURE WA 2135329.96 TO BE INSTALLED IMPROVEMEN190 SA N . Y BENS \\ �/ AT Ir SLOPE LL INSTA4" SANITARY \ Q/ SEWER SERVICE (2) \ \ T 2.0X SLOPE MIN.Nl- \ \` STA 1+89.96 RIM - 4096.73 INV IN-4884.48 CORE RILL OTHER INVERTS WITH FUTUR EXTENSION, � 36.54 / / \ E 2135367.83 FUTURE SBE INSTALLED WITH SITE IMPROVEMENTS 106VCEZOd6 'ON Xdd ONI S3WOH WIN J: 91 AHl TO-OZ-d3S Fossil Lakes PUD, 3 rd Filing October 1, 2001 City of Fort Collins engineering comments PLEASE RETURN ALL REDLINED PLANS WITH NEXT REVIEW. Site Plan Driveways need to intersect at 90 degrees with the street and the maximum driveway width e 1. per detail 7-29B. A minimum 6 foot wide in is needed between the split drives (otherwisee they exceed the 36 feet) and between the large drive in the northwest comer. ,2' Need to provide a pedestrian ramp at the `T' intersection on the south side of the street. (16.3.I.A.2) This ramp can be combined with a driveway cut as long as the ramp is built to ADA standards and has the red square, scoring and other ramp standards. 3. The mailbox is not shown on the utility plans. It appears that this will be place right over the gas or electric line. What kind of foundation does this facility require? Will it conflict with the utility? 4. You do not show the retaining wall that is shown on the utility plans in the southeast corner of the site on the site and landscape plans. This needs to be shown and it needs to be outside of the trail easement. (you can't have a trail where you have a retaining wall). 5. Need to indicate that the minimum garage door setback is 20 feet from the property line to the garage door. 6. The easements you have indicated on the tracts do not match the plat. Landscape Plan I. The landscaping and structures on the island in the cul-de-sac need to meet sight distance restrictions. Indicate this and place these restrictions on the landscape plan. 12. The wall height within the island doesn't meet the sight distance easement restrictions. Plat �I! The 6-foot drainage easement along the south portion of the property that is shown on the site an utility plans is not shown on the plat. 2. 1 believe that the 15-foot access easement along the south property line might need to be a trail easement. This easement should be dedicated to Park's standards and requirements. _ 3 Per standards (7-24A) the radius for a center island in a cul-de-sac is 12 feet not what is shown. 4 Tracts B and C need to be identified as sight distance easements also. Provide sight distance easement ( restrictions on the plat. 1 SIGHT DISTANCE EASEMENT RESTRICTIONS: ( " Sight Distance Easement —The sight distance easement is an easement required by the City at some street intersections where it is necessary to protect the line of sight for a motorist needing to see approaching traffic and to react safely for merging their vehicle into the traffic flow. The following are requirements for certain objects that may occupy a sight distance easement for level grade: (1) Structures and landscaping within the easement shall not exceed 24 inches in height with the following exceptions: (a) Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for motorists. (b) Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion thereof or leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such that they do not obstruct line of sight for motorists. Deciduous trees with trunks large enough to obstruct line of sight for motorists shall be removed by the owner. For non -level areas these requirements shall be modified to provide the same degree of visibility. y Need to identify who is to own and maintain all of the tracts. 6. Provide the following note on the plat regarding private street maintenance: cn 2N C Z Oo Z Oa) 3 Ua) acc Z > Li- J_ U a° c'M (n 41 � O aN W Y� Q T J � J E U) O U. O_ F- N O a Z O_ N N U N O } (n W U Ir D O' ro o Y > 33 (D (D E E C L 0, s C U O O O _6 N N N N N N N U U a) a)N (D L ro N a ?O O N (Q U T Q a.N L N(D �_ c 3 x ! � y0 (R L- c N (R R N O L C o E N L N- c `am �o�a °m3L oZ' 'O ro "O O C a.) (D a)a) `° E N o c� m e o�� (u (n N� N roa ai °� °-O O o N (MDN Y> ono —� — a):� aW N O .0 N j:jO O N i6 N o'0 Z'a`roi o c as �._ $-W - N > >- 6 a o �' o° o N L .O O t .°' c .� ? N N p_L a'� N (D (DN m c o E o' N o N o N s is a) �LN aN ULL Uj ���° a C O C w y C N N N m 0)N i� .ro 'c( �c i c y coi �.> ro �I> a a o c m > ro N a.N U O U.L N N N lq d d J A L N ro a N a Co ° ro N N w O E C t N Y C E E L 2 0 .N o N Nn No o N o mvo o-Em0E N 0 0 3 3 mN Wcropp mE° �L°Dm, ° o aci o >N oN II m iv° ? .- N - � 1N ° Co U, o o 0ai roacas o. o E ro co C o aN-a�= a)i (D a t ro Tc O .m C N E E>Yo roi N (p .p_ >' =D u N L 3 o ai N N W `° c 0 m C7 n O° cx 3 vi L c L a N N m o_ .4 E u- m. w` >. a L m- N .0 t° E N m- a) 0O N (U x off " c ca a� -0 o m~ >; �- N as > w r N E' N N a N N _N O U N L O O� C N N .n N roL NTC NC CY roTa 0i aE NIL°ca N L r N N 3 N 0 0 (6 C (d L_ L N N M N OI j ro U= ago w= .> c o C7 No E �. F d E 3 aNi a s .n .cz n w -3 m N m E° N y N ao OWL-. ro Ly O a) N C C 3 ro o O a) O IDU W M E ro m o a O E Y J N C 0 T� N 3 X N (D O Y mY m E Tm o 3 0 o - LL J C ro ai5 T .n O n E as W rn (`- Q o C7 L I O= O o N w N D L N N OI Y j Ot'CU N C N O n(D � m a) �o o U U U a) . � WO (DN U E _ _. a ° _ M X o m O N O O .-UW _ NtN co a) a o" o a)U O aL U (DD uroi o E 3 ro N-o ro 'CacJ NmEo °Tw T- mro�rn >YFco°�am_o° I N_ N N o N N w coo C > O �iQ3 o nE (Da) ro N m n O O o C' m m a N_- o o� C O N N ro O Q 0 C, m N�� ro gLLIaa)c a)N ro N m o a 'r N -W E > ro >�z N a E L-E o D N L N L N N N ro E c c N .- 76 Ca U 0 o O L C o 0 p N U N C _ N (DN O U 0 > UN o m N E c a 0 c L N aNi .0 3 (n rn co ME D- O— N O N L N E d L N m 3 N 3 M CO N O a)° � 'O L N Q E C N N UJ -6 t coa`o IOD UJI.o X o a O a a)Q > N o ai N C 0 co O I° d c 3 N o N U 0 3 Q O M OO � am (1)ro 4 4t N N N N N N C C C 0 0 0 > D ` O N N N Y y y (e m m N N N ° p _0 n � � N (n cn C N c N C a o a T c o (a F F- r m A! art from the other notes in a box labeled as "NOTICE" when The following shall be placed on the plat set ap private drives or streets are utilized on the property: NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL, I-IAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. v" t "=� C7! The radius at the ent to the cut -de -sac is too small. Per detail 7-24A the flowline radius is 50 feet - and the row radius is equal to the flowline radius (50') minus the width from the flowline to the back --�`-r of sidewalk. As this distance is not 16 or more feet the radius shown are not correct. Cf Ca �. Utility Plans ,8: Use current general notes (see attached). A� Provide Indemnification statement per 3.3. LF on the cover sheet. d 0. Provide Construction notes as applicable. 11. Utility Plan - need to show what is being installed with Shallow Pond Drive for the site as existing. Grading and Drainage Plans - e ,Lj12. Off -site easements are needed for the grading and sidewalk work on the property to the northwest of the site. . <` I 3Per 9.4. I I no more than 500 square feet of sheet flow from a driveway can go across a sidewalk. Yo<, s will need to adjust grades in many of the driveways so that the 500-foot threshold is not exceeded. �a , 14. Is parks allowing the retaining wall within the trail easement? I doubt it (if all the parks department S` received for review is the site and landscape plans they will have no idea that the wall is even proposed as it is not shown on those plans). 15. The storm sewer system in the cul-de-sac has both inlets located within driveways. You can not have an inlet in the driveway as the inlet will have a vertical face a thus not something easily driven over. And per the inlet detail a 5-foot transition is needed to transition the vertical face to drive over curb or even a curb cut. Street plan and profile ��16. Driveways need to intersect at 90 degrees with the street and the maximum driveway width is 36 feet per detail 7-29B. A minimum 6 foot wide median is needed between the split drives (otherwise they exceed the 36 feet) and between the large drive in the northwest corner. 17. Need to provide a pedestrian ramp at the `T' intersection on the south side of the street. (16.3.I.A.2) This ramp can be combined with a driveway cut as long as the ramp is built to ADA standards and has the red square, scoring and other ramp standards. 18: Provide design information in accordance with 3.3.4. Provide PI, PC, PT, curb return radii, curb return information and other items as required by that section. ,-(19. Provide flowline profiles per 3.3.4.B.2 - C c.,.- ,-k On Stonewater Court - min k value for a crest curve on a 25 mph is 20, and per detail 7-17 the min curve length is 70 feet. 21. Per 7.4.1.B the minimum flowline grade in a cul-de-sac is 1%. Need to show that is being done and provide enough information to be able to verify it. 22: What are the cul-de-sac radii? Minimum flowline radius is 40 feet. The center island radii are to be 12 feet per 7-24A. 23. Provide a curve table. 24. Provide intersection elevations in accordance with detail 7-32A 7S_ Indicate what the island median curb type is to be. �6.) Not meeting 19 2.3 that requires I parking space for each residence that has frontage on the cut -de -sac. 2'7f. Provide a typical cross section. Nothing on here indicates the flowline to flowline width, curb type or " � sidewalk width. '2 � Provide station information for all driveways and indicate the driveway widths. 3.3.4.A.12 �9. From the elevations provided and an estimate of the pavement width, some of the x-slopes in the cul- de-sacs do not meet minimum requirements. The x-slope needs to be between 2% and 3%. Details 30. Per detail 16-1 all sidewalk in Fort Collins is to be 6 inches thick minimum. Provide this detail or adjust with on detail 7-20B. 31. Provide detail 7-29A if you plan on using driveway cuts. It is recommended that driveway cuts are used for at least the driveways shared by the 4 garages. _32. Provide detail 7-29A modified to show how the pedestrian ramp is to be built as a part of this ramp at the south side of the `T'. 33, Provide details 7-20C, 7-14, 7-33, 22-1 and 7-21 or 7-22. Comments on `notice torospective purchasers of special conditions related to development use of property in fossil lake 3`' I . Page 2 — under roads and streets — There are no streets in this development that provide through access to adjoining property. A more accurate statement would be: There are streets adjacent to this development, which are intended to provide through access to adjoining properties. The adjacent streets are technically not a part of this project. Comments on the letter from Alter Lingle dated Aug 21, 2001 - review criteria for planned development. I. The letter states that the path along the south boundary of the property is an 8-foot path when infact this Trail will be 10 feet minimum and quite possibly will be a 12-foot Trail. (1" page 5th paragraph) 2. Under the vehicular circulation and parking section it is stated that an attached 5-foot walk is proposed in lieu of a 4-Coot wide detached walk. The minimum requirements for a detached sidewalk are 4.5 feet. Therefore a 5 foot attached walk is proposed in lieu of a 4.5 foot detached walk. (2"d page 3rd paragraph) 3. In the same section as mentioned above the reference to the width of adjacent street sidewalks is incorrect. The adjacent streets (Shallow Pond Drive and Snowy Creek Drive) will have 4.5-foot sidewalks not the 4-foot that they indicate. (2"d page 5°i paragraph) These references need to be corrected. Comments on Development agreement for fossil lake pud 3`d filing 1. In section 2 the reference to the width of the bicycle -pedestrian trail is incorrect, unless this is referring to the connection they are making to the regional trail. If this is the case it needs to be clarified. The regional trail will be a minimum of 10 feet wide and quite possibly could be 12 feet wide. 2. There is nothing in this agreement that indicates that the private streets and surrounding public streets (a part of the 2"d filing) will need to be in place —curb, gutter, sidewalk and the first lift of pavement prior to the issuance of any building permits. 3. Section 26 — at this time there is nothing indicated on the plans that is to be maintained by any other entity that the development. Is this section really needed? We should be approving the plans if they indicate anywhere that we are responsible for maintaining something on them. If this Section is kept the following changes should be made. Revise a) to read: "Larimer County and the City of Fort Collins have agreed that the City of Fort Collins will assume routine maintenance of public improvements on the Property, at the end of the warranty period" Revise b) to read: "Upon the expiration of the warranty (2 years from the date of final acceptance of completion of the public improvements and in accordance with paragraph 22 of this Development Agreement) and upon consummation of the intended annexation process, the maintenance of the public improvements identified in the approved utility plans shall be the responsibility of the City of Fort Collins. If the City of Fort Collins fails or refuses to perform its inspection or maintenance obligations, the county agrees that it will cooperate with the Developer to compel performance by the City of Fort Collins of its maintenance and inspection obligations in connection with this development." 4. Add the following in under section 10. Streets. "Any excavations in existing City of Fort Collins rights -of -way, for utility connections or any other purposes, will only be allowed following the 5. , 6. 8. issuance of an Excavation Permit from the City of Fort Collins. The Developer agrees to obtain such permit(s) as needed and to comply with all requirements associated with such permits." Add the following into section 18. Erosion Control at the end of the first sentence. "and shall maintain the erosion control facilities throughout the duration of construction activities." Section 21.(e) Cost Estimates and Guarantee of improvements make the folowing changes as the City will inspect the private street construction as it would for private streets constructed within the City limits. "(NOTE:: As streets and sidewalks interior to the Property are designated as "private" City inspection of said streets shall be required.) Under section 22. Developer Guarantees and Warranty Collateral add "design," into the first sentence after "defects in". City of Fort Collins Current Planning COUNTY REFERRAL COMMENT SHEET COMMENTS TO: Matt Lafferty FROM: Engineering - Sheri TYPE OF MEETING: Board of County Commissioners PROJECT: Fossil Lake PUD, 3rd Filing THRU: City of Fort Collins Planning Department PLANNER: Troy Jones City comments must be received in Current Planning Department by: October 4, 2001 No Problems Problems or Concerns (see below or attached) Fossil Lakes PUD, 3rd Filing (page l of 4) October 1, 2001 City of Fort Collins engineering comments PLEASE RETURN ALL REDLINED PLANS WITH NEXT REVIEW. Site Plan 1. Driveways need to intersect at 90 degrees with the street and the maximum driveway width is 36 feet per detail - 29B. A minimum 6 foot wide median is needed between the split drives (otherwise they exceed the 36 feet) and between the large drive in the northwest corner. 2. Need to provide a pedestrian ramp at the'T' intersection on the south side of the street. (16.3.1.A.2) This ramp can e ramp is built to ADA standards and has the red square, scoring and be combined with a driveway cut as long as th other ramp standards. 3. The mailbox is not shown on the utility plans. It appears that this will be place right over the gas or electric me. What kind of foundation does this facility require? Will it conflict with the utility? A. You do not show the retaining wall that is shown on the utility plans in the southeast corner of the site on the site and landscape plans. This needs to be shown and it needs to be outside of the trail easement. (you can't have a trail where you have a retaining wall). 5. Need to indicate that the minimum garage door setback is 20 feet from the property line to the garage door. 6. The easements you have indicated on the tracts do not match the plat. (continued on next page) Si Date_ aiure - .4G� �Z�i City of P�s Fossil Lakes PUD, 3 rd Filing (page 2 of4) October 1, 2001 Landscape Plan 1. The landscaping and structures on the island in the cul-de-sac need to meet sight distance restrictions. Indicate this and place these restrictions on the landscape plan. 2. The wall height within the island doesn't meet the sight distance easement restrictions. Plat 1. The 6-foot drainage easement along the south portion of the property that is shown on the site and utility plans is not shown on the plat. 2. I believe that the 15-foot access easement alone the south property line might need to be a trail easement. This easement should be dedicated to Park's standards and requirements. 3. Per standards (7-24A) the radius for a center island in a cul-de-sac is 12 feet not what is shown. 4. Tracts 11 and C need to be identified as sight distance easements also. Provide sight distance easement restrictions on the plat. SIGHT DISTANCE EASEMENT RESTRICTIONS: Sight Distance Easement— The sight distance easement is an easement required by the City at some street intersections where it is necessary to protect the line of sight for a motorist needing to see approaching traffic and to react safely for merging their vehicle into the traffic flow. The following are requirements for certain objects that may occupy a sight distance easement for level grade: (1) Structures and landscaping within the easement shall not exceed 24 inches in height with the following exceptions: (a) Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for motorists. (b) Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion thereof or leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such that they do not obstruct line of sight for motorists. Deciduous trees with trunks large enough to obstruct line of sight for motorists shall be removed by the owner. For non -level areas these requirements shall be modified to provide the same degree of visibility 5. Need to identify who is to own and maintain all of the tracts. 6. Provide the following note on the plat regarding private street maintenance: The following shall be placed on the plat set apart from the other notes in a box labeled as "NOTICE" when private drives or streets are utilized on the property: I NOTICE I ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SFIALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. 7. The radius at the entry to the cul-de-sac is too small. Per detail 7-24A the flowline radius is 50 feet and the row radius is equal to the flowline radius (50') minus the width from the flowline to the back of sidewalk. As this distance is not 16 or more feet the radius shown are not correct. (continued on next page) Fossil Lakes PUD, 3 rd Filing (page 3 of 4) October 1, 2001 Utility Plans 8. Use current general notes (see attached). 9. Provide Indemnification statement per 3.3. LF on the cover sheet. 10. Provide Construction notes as applicable. 11. Utility Plan - need to show what is being installed with Shallow Pond Drive for the site as existing. Grading and Drainage Plans - 12. Off -site easements are needed for the grading and sidewalk work on the property to the northwest of the site. 13. Per 9.4.11 no more than 500 square feet of sheet Flow from a driveway can go across a sidewalk. You will need to adjust grades in many of the driveways so that the 500-toot threshold is not exceeded. 14. Is parks allowing the retaining wall within the tmil easement? I doubt it (if all the parks department received for review is the site and landscape plans they will have no idea that the wall is even proposed as it is not shown on those plans). 15. The storm sewer system in the cul-de-sac has both inlets located within driveways. You can not have an inlet in the driveway as the inlet will have a vertical face a thus not something easily driven over. And per the inlet detail a 5- foot transition is needed to transition the vertical face to drive over curb or even a curb cut. Street plan and profile 16. Driveways need to intersect at 90 degrees with the street and the maximum driveway width is 36 feet per detail 7- 29B. A minimum 6 foot wide median is needed between the split drives (otherwise they exceed the 36 feet) and between the large drive in the northwest corner. 17. Need to provide a pedestrian ramp at the 'T' intersection on the south side of the street. (16.3.1.A.2) This ramp can be combined with a driveway cut as long as the ramp is built to ADA standards and has the red square, scoring and other ramp standards. 18. Provide design information in accordance with 3.3.4. Provide Pl, PC, PT, curb return radii, curb return information and other items as required by that section. 19. Provide flowline profiles per 3.3.4.13.2 20. On Stonewater Court - min k value for a crest curve on a 25 mph is 20, and per detail 7-17 the min curve length is 70 feet. 21. Per 7.4. LB the minimum flowline grade in a cul-de-sac is 1%. Need to show that is being done and provide enough information to be able to verify it. 22. What are the cul-de-sac radii? Minimum flowline radius is 40 feet. The center island radii are to be 12 feet per 7- 24A. 23. Provide a curve table. 24. Provide intersection elevations in accordance with detail 7-32A 25. Indicate what the island median curb type is to be. 26. Not meeting 19.2.3 that requires I parking space for each residence that has frontage on the cul-de-sac. 27. Provide a typical cross section. Nothing on here indicates the flowline to flowline width, curb type or sidewalk width. 28. Provide station information for all driveways and indicate the driveway widths. 3.3.4.A.12 29. From the elevations provided and an estimate of the pavement width, some of the x-slopes in the cul-de-sacs do not meet minimum requirements. The x-slope needs to be between 2% and 3%. Details 30. Per detail 16-1 all sidewalk in Fort Collins is to be 6 inches thick minimum. Provide this detail or adjust with on detail 7-20B. 31. Provide detail 7-29A if you plan on using driveway cuts. It is recommended that driveway cuts are used for at least the driveways shared by the 4 garages. 32. Provide detail 7-29A modified to show how the pedestrian ramp is to be built as a part of this ramp at the south side of the 'T'. 33. Provide details 7-20C, 7-14, 7-33, 22-1 and 7-21 or 7-22. Comments on 'notice to prospective purchasers of special conditions related to development use of property in fossil lake 3`d' I. Page 2 - under roads and streets - There are no streets in this development that provide through access to adjoining property. A more accurate statement would be There are streets adjacent to this development, which are intended to provide through access to adjoining properties. The adjacent streets are technically not a part of this project. (continued on next page) Fossil Lakes PUD, 3 rd Filing (page 4 of 4) October 1, 2001 Comments on the letter from Aller Lingle dated Aug 21, 200I - review criteria for planned development. I- The letter states that the path along the south boundary of the property is an 8-foot path when infact this Trail will be 10 feet minimum and quite possibly will be a 12-foot Trail. (I" page 5" paragraph) 2. Under the vehicular circulation and parking section it is stated that an attached 5-foot walk is proposed in lieu of a 4-foot wide detached walk. The minimum requirements for a detached sidewalk are 4.5 feet. Therefore a 5 foot attached walk is proposed in lieu of a 4.5 foot detached walk. (2id page 3`d paragraph) 3. In the same section as mentioned above the reference to the width of adjacent street sidewalks is incorrect- The adjacent streets (Shallow Pond Drive and Snowy Creek Drive) will have 4.5-foot sidewalks not the 4-foot that they indicate. (2"d page 5"' paragraph) These references need to be corrected. Comments on Development agreement for fossil lake pod 3`d filing I. In section 2 the reference to the width of the bicycle -pedestrian trail is incorrect, unless this is referring to the connection they are making to the regional trail. If this is the case it needs to be clarified. The regional trail will be a minimum of 10 feet wide and quite possibly could be 12 feet wide. 2. There is nothing in this agreement that indicates that the private streets and surrounding public streets (a part of the 2"d tiling) will need to be in place -- curb, gutter, sidewalk and the first lift of pavement prior to the issuance of any building permits. 3. Section 26 — at this time there is nothing indicated on the plans that is to be maintained by any other entity that the development. Is this section really needed? We should be approving the plans if they indicate anywhere that we are responsible for maintaining something on them. If this Section is kept the following changes should be made. Revise a) to read: "Latimer County and the City of Fort Collins have agreed that the City of Fort Collins will assume routine maintenance of public improvements on the Property, at the end of the warranty period." Revise b) to read: "Upon the expiration of the warranty (2 years from the date of final acceptance of completion of the public improvements and in accordance with paragraph 22 of this Development Agreement) and upon consummation of the intended annexation process, the maintenance of the public improvements identified in the approved utility plans shall be the responsibility of the City of Fort Collins. If the City of Fort Collins fails or refuses to perform its inspection or maintenance obligations, the county agrees that it will cooperate with the Developer to compel performance by the City of Fort Collins of its maintenance and inspection obligations in connection with this development." 4. Add the following in under section 10. Streets. "Any excavations in existing City of Fort Collins rights -of -way, for utility connections or any other purposes, will only be allowed following the issuance of an Excavation Permit from the City of Fort Collins. The Developer agrees to obtain such permit(s) as needed and to comply with all requirements associated with such permits." 5. Add the following into section I8. Erosion Control at the end of the first sentence. "and shall maintain the erosion control facilities throughout the duration of construction activities." 6. Section 2 L(e) Cost Estimates and Guarantee of improvements make the folowing changes as the City will inspect the private street construction as it would for private streets constructed within the City limits. "(NOTE: As streets and sidewalks interior to the Property are designated as "private" City inspection of said streets shall be required.) 7. Under section 22. Developer Guarantees and Warranty Collateral add "design," into the first sentence after "defects in". 1. All street, sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to The City of Fort Collins standards and specifications current at the date of execution of the Development Agreement pertaining to this development. Any construction occurring three years after the execution of the Development Agreement shall require re-examination of the plans by the City Engineer who may require that they be made to conform to the standards and specifications current at that time. (Note: If there is no Development Agreement associated with the project, this note needs to reference the approval of the Utility Plans.) 2. No street work including the placement of curb, gutter, sidewalk, and pavement shall begin until the soils report and pavement design are approved by the City Engineer and meet the requirements stated in the "Design and Construction Criteria, Standards, and Specifications For Streets, Sidewalks, Alleys, and Other Public Ways" manual. 3. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work. 4. The contractor shall contact the utility notification center of Colorado (UNCC) at 1-800-922- 1987, at least 2 working days prior to beginning excavation or grading in the area of UNCC registered lines to have those utility locations marked by member companies. All other utility lines are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the contractor's sole responsibility for locating and protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 5. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to The City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by The City Construction Inspector before any cuts are made. Patching shall be done in accordance with The City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay -down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by The City Engineer and/or the City Inspector at the time the cuts are made. 7. Prior to the commencement of any construction, the contractor shall contact all utilities to coordinate schedules and contact The City Forester to schedule a site inspection for any tree removal requiring a permit. 8. Prior to the commencement of any construction, the contractor shall give The City of Fort Collins Engineering Department (221-6605) and The Erosion Control Inspector (221-6700) twenty-four (24) hours advance notice. 9. All damaged existing curb, gutter, and sidewalk shall be replaced prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 10. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact The City of Fort Collins Traffic Operations Department (221-), who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 11.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 12.All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering Firm) shall be followed and implemented. 13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 15. If dewatering is used to install the utilities, a State Construction Dewatering Wastewater Discharge Permit is required if the discharge is into a storm sewer, channel, irrigation ditch, or any waters of the United States. 16.All construction activities must comply with the State of Colorado permitting process for "Stormwater Discharges Associated with Construction Activity." For information, please contact The Colorado Department of Health, Water Quality Control Division, WQCD-PE-82, 4300 Cherry Creek Drive South, Denver, Colorado 80222-1530. Attention: Permits and Enforcement Section. ph.: (303) 692-3590. Identifying the need for a permit, preparing the application, and paying for the review and submittal fees necessary to secure this permit, will be the responsibility of the contractor. 17. Project Benchmark: City of Fort Collins, (Vertical Control). 18.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. 19. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 20.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of The City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 21. No construction shall start until the Development Construction Permit (DCP) for this project is issued. 22. All necessary permits for this project which may include, but are not limited to, state highway access permits, excavation permits, and/or street cut permits must be obtained prior to commencement of construction. 23.The contractor(s) shall keep a current, clean, dry set of the record drawings, the development agreement and any amendment to it, and the development construction permit (DCP) on site at all times. Contractor(s) shall redline actual locations and dimensions for vertical and horizontal locations or proposed construction, utilities, structures, services and other details not shown on the original drawings. Upon completion of the work, the contractor(s) shall submit record drawings to the Engineer. 24.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the City inspector. The engineer or surveyor must certify in a letter to the city that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the city before installation of base course or asphalt will be allowed on the streets. 25. If a conflict exists and/or a design modification is required the contractor shall coordinate with the consulting engineer to modify the design and obtain approval from the City prior to beginning construction. T - o - - U 0 v D - E N N L U v) 0) a) Y c G C _ m C ° �O O a � 3� a)(D E m .c -0 m-0 E C\l m� L T T co U O. pO G C — ro ro> L N T 0 E 6 C s L 0 n o m N `O a o) 0 ro N a r - N N pp) — U C m 3 N Q VI N Y N 0 -0 'L'" O O N S] c r0 O C7 '� T O � OI tTU O N a�� 1] d. U) `� O`O m' �O 3 c romm wcu N m QL O C N cma)ro > Y 0 >. T N Q 3 N N O Y U 3 _N x 0L- ro E U Y '« �C c U ? N N aJ m O v m _ro n N O) U VENN L .p Q C U U co U IN COS ro, �QO °)NLV O Q. N c U m -O L-. O L n a Q- N E N O TD ¢ a o. U ° v o m ro Y N ami `� N m ELc°-. s ca m ~ w C m �°�N dam _�L0 v,roQm O)NIron .CL N OIL 3 0 y L C O �- p N> 0 3 ?� 0 mo)v a, ° oOmaQmEm �ro m -0 ._ U N ro E > c> 0 a N Y N 'o O 0 ro o ` N C N T^ m 3 Q ro m c m N m 3 p Q o ICU n N o ca 3 N N> U .� N N C N N" -° 0> N N N) (O T O) > .O '� O) N N U Q Fz N C O N N E O C °� 'p `� m (`7 'C -- L O E N� -° o o t m a 3 0 ro a) C i c N g c 0 C m O _� m N C w C o N `nd. ND NNroE c ^ m ONN O) U N t] N U) N a).UL E t«`6 U n O Q N N U) i6 O p U O i T °) m, o Q .0 > 0-0 O' Y .- O E ,� w = m L cD D_ N Q 3 C_ o N L O '� Ot -O O cA p C N W N .� CO �O N -- N 0� a O D c C _C N N 0 _N O) C° N N O U Q L N 3 N U N -O N C C a E I--N n N td N n ro E L `o N F- a) o= -O (am E. � E ro c _ia in F-- ro -ccd E m N IN °) o � N Y m � c c a o 0 U « L m O N N COaj aj am U C U O u i N m n O) N O) 1) a) aim m 3 3 0 o N N E m o 0 C N x O N N o m n T 0 Y 0 Y m j Q C � mil N N N m m m I m Im m N N N a a a N N N 0 O 0 O 0 C C C Y Y Y a )n i T -o O aa)).ro 9 m N a Q m cNi c to t o ro p_ m.ro m �, ° C) O N O C Q A-(n N N N L •- C m 0 Cl N N x N p J L OI Q C N E - N N U m in Q a) in m C ° J ro room > Y N QQ O VI N N Q C .Q o 3 m a) 0 w c o ro m-o-o n ID -0 �� a)ro c — m-o� a a% �po N C J a)'O U O a)> m— m ro w O° lam w 0 � p 3� �� c fl- c 0 -0 c `°EL m m o t° c 0 N w(0 o .> o 0 0 I N aNi. w ro ro 3 I a`Ni o) V ro c N a` _ a m m ro - - - - v i )n- I co --- Basil Hamdan Re Fossil Lake PUD 3rd fill Page 1 From: Basil Hamdan To: Troy Jones Date: Mon, Oct 8, 2001 3:30 PM Subject: Re: Fossil Lake PUD 3rd filing Troy, Here are the comments for Fossil Lake 3rd Filing: Please label the proposed storm sewer and inlets on the Utility Plan. Call out type size and class of pipe. Please clarify who is responsible for maintaining the storm sewer from the Private Street into the channel in Outlot K. Please provide some permanent erosion protection at the outlet of the storm sewer into Outlet K. Please call out storm sewer invert elevations at the outlet point into the swale in Outlet K. Please call out Low Point elevations at the inlets in the private street. The Type R inlet on the north side of the private street conflicts with the proposed driveway, please correct. Please provide street flow line profiles with inlet elevations clearly called out. This plan is impossible to review. The crossings of the proposed water line and the storm sewer line, or the sanitary line and the storm sewer are not shown on the the profile elevation. Please show these crossings and maintain a minimum of 18" clear. Please encase the stom sewer crossing of the water line per Colorado Department of Health requirements. Please provide a drainage summary table on the drainage plan. >>> Troy Jones 10/08 2:36 PM >>> Do any of you have any comments on this county referral? Please let me know. Troy Jones, City Planner Fort Collins Current Planning Department (970)221-6206 KEM Builders, LLC A Colorado Limited Liability Company 3000 South College Avenue, Suite 103 Fort Collins, CO 80525 October 18, 2001 Mr. Matt Lafferty Larimer County Planning Department P. O. Box 1190 Fort Collins, CO 80522-1190 HAND DELIVER RE: Fossil Lake P.U.D. Third Filing Comment responses from August 21, 2001, submission Dear Matt: Telephone: (970) 223-4900 Fax: (970) 223-4901 As you know, comments from the City of Fort Collins were significantly delayed. (They stated they did not receive the plan sets for review.) Once again, we are faced with the very real need of expediting this process to every extent possible. As you and I have discussed, the following are our responses relative to specific comments received from the departments indicated. (The responsible development teams member(s) are indicated in italics following each response.) As noted in my conversations with you, we believe several of the comments from City staff are unreasonable, particularly at this point in this review process, and we are asking that you and your staff assist in ameliorating the impacts of such requests. Please keep me advised of any additional input in this regard. We'll look forward to finalizing these resolutions at the joint staff meeting scheduled for Tuesday, October 23, and then proceeding with all possible haste to actual construction. Schmidt Earth Builders, Inc., will be doing our development work and is well under way with site work for Everline, LLC, for the remainder of Fossil Lake 2nd. We are seeking clearances to proceed with initial work (e.g., overlot grading and initial utility staking) just as soon as possible, and I have already discussed this possibility with Traci Downs. Again, any assistance you can provide in this regard will be most appreciated. Also, following my discussions with Traci Downs and (via Traci) Sherri Wamhoff, Terry Farrill of Fort Collins -Loveland Water District and South Fort Collins Sanitation did approve changes to the water and sewer stubs from Fossil Lake 2nd to our site, allowing that work to continue unabated and avoiding any later need to tear up newly installed streets. The water and sewer lines into Fossil Lake 3rd have been installed as so approved. Concurrent with submission of this letter, the changes indicated are being made to the project documents. It is our intent to have the completed, changed documents back in your hands as Mr. Matt Lafferty October 18. 2001 Page 2 quickly as possible following the October 23 meeting, and not later than October 26. We are then asking that the necessary approvals be obtained just as quickly as is possible. A copy of the revised Development Agreement (incorporating comments received to date) is also attached. Comments received to date are from the following: • Larimer County Engineering Department (Dale Greer) — September 14 1. Boundary monuments and descriptions per CRS 38-51-105 (1)(a) and —106 (f) have been added as requested. (King Surveyors — Larry Pepik) 2. A Basis of Bearings statement per CRS 38-51-106(e) has been added as requested. (King Surveyors — Larry Pepik) 3. The monument record for the North quarter corner of Sec 9 has been reviewed and revised as requested. (King Surveyors — Larry Pepik) • Larimer County Planning &_Building Department (Katherine Huber) — September 17 The Plat and Site drawings have been revised to reflect the approved street name of Lost Lake Place, and that the stub entering into the project is to remain at Stonewater Drive (as opposed to "Court"). Eighteen (18) copies of the Plat will be provided as requested. (King Surveyors — Larry Pepik) (North Star Design — Patricia Kroetch) (Alley -Lingle Architects — Brad Massey) • Fort Collins -Loveland Water District and South Fort Collins Sanitation District (Terry Farrill) — September 15 1. Verification of the formation of the Village at Fossil Lake Homeowners Association is being provided to the District. (KEM Builders, LLC — Dave Brown) 2. We are providing the requested District easement forms. The Plat clearly provides utility easements in all required areas. (KEM Builders, LLC — Dave Brown) 3. The District's signature block has been added to the construction drawings cover sheet, as requested. (North Star Design — Patricia Kroetch) 4. Meter pits have been added for each of the 12 buildings, as requested. (North Star Design — Patricia Kroetch) 5. A corrected test pressure of 150 psi has been included, as requested, and thrust blocks adjusted accordingly. (North Star Design — Patricia Kroetch) 6. The (typ) curb stop diagram has been eliminated, as requested. (North Star Design — Patricia Kroetch) Mr. Matt Lafferty Page 3 October 18. 2001 • Larimer County Engineering Department (Traci Downs) — September 26 1. A typical cross section detail for the internal roads and cul-de-sacs has been added to the final plans, as requested. (North Star Design — Patricia Kroetch) 2. A horizontal control plan has been added to the final plans, as requested. (North Star Design — Patricia Kroetch) 3. Outfall curbs have been specified at the islands, as requested, and detail provided. The Landscape Plan has been revised to indicate that sleeves will be provided for irrigation water to the islands. (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) 4. The cross slope for the indicated curb has been re-evaluated and changed to ensure a 1 % minimum. (North Star Design —Patricia Kroetch) 5. The cited curb return grading has been re-evaluated and altered to ensure minimum standards. (North Star Design — Patricia Kroetch) 6. Notes have been checked against Appendix E and altered where required. (North Star Design — Patricia Kroetch) 7. Calculations have been revised as requested. Riprap has been indicated. Calcs and details have been included in the plan set, as requested. (North StarDesign—Patricia Kroetch) 8. We understand that Transportation Expansion Fees (will be) required at the time of building permitting. Since permitting (will) be under the auspices of the City of Fort Collins, is this item properly clarified between the entities? (KEM Builders, LLC— Dave Brown) 9. We understand that drainage fees (will be) required at the time of building permitting. Since permitting (will) be under the auspices of the City of Fort Collins, is this item properly clarified between the entities? (KEM Builders, LLC — Dave Brown) • City of Fort Collins Transportation Planning (Tom) — October 3 1. This project's connection to the (future) trail is shown at 8 feet, as previously agreed. Drawings and the project narrative have been altered so as not to indicate any width for the (future) trail, as this has not been determined nor is its installation our responsibility. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Aller- Lingle Architects — Brad Massey) Everline LLC, as developer of Fossil Lake 2nd, will provide the enhanced crosswalk as requested. Applicant's drawings have been changed to so reflect. (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) Mr. Matt Lafferty October 18, 2001 Page 4 3. Previous discussions with the planning staffs resulted in an understanding that connecting walks would be maintained at 4.0 feet with the exception of the walk connecting to Trilby Road that is indicated at 4.5 feet. Applicant has not made any changes in this regard from the plans submitted on August 21. (KEM Builders, LLC — Dave Brown) (Aller-Lingle Architects — Brad Massey) City of Fort Collins Engineering (Sheri Wamhoff) — October 4 Site Plan We do not believe these are valid comments for this project, and particularly at this stage of the review. These are private streets, and the impetus for that was to enable accommodation of the design elements integral to the site and product. These are conceptual comments and should have been raised earlier in the review process. Further, the enforcement of such details becomes quite arbitrary when overall density and design requirements are considered, and such requirements at this juncture of the process would require a very significant site re -design. We cannot discern any physical (engineering) or health and safety implications relative to these standards on this site. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) 2. We agree to the installation of the ramp, in the same design and standard format as consistent with the other portions of the Fossil Lake PUD. (North Star Design— Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) 3. The mailbox assembly is indicated on both the Utility and Site Plan drawings (on the Building "A" side of Stonewater Drive). Its placement took utility installations into account. The assembly requires a concrete pad only. There will be no utility conflicts. A note has been added on the utility plans to further identify the installation. (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) 4. The retaining wall has been relocated closer to Building "I" and completely clear of the access easement. Site and Landscape drawings have been coordinated with Utility drawings to so reflect. (North Star Design —Patricia Kroetch) (Allen -Lingle Architects — Brad Massey) 5. A note referencing a (typical) 20-foot set back from back edge of sidewalk to garage doors has been added to the Site Plan. (Aller-Lingle Architects — Brad Massey) 6. The Plat and the Site Plan have been changed so as to reflect the following: Tract "A" = Utility, Drainage, and Access Easement Tracts "B" and "C = Utility, Drainage, Access, and Landscape Easement Tract "D" = Utility, Drainage, Access, and Landscape Easement (Aller-Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) Mr. Malt Lafferty October 18, 2001 Landscape Plan Page 5 1. These islands have been conceptually discussed previously. The arbitrary imposition of generalized standards will not serve to facilitate and create a desirable and practical site plans. These islands have been designed to moderate the visual/aesthetic impacts of the necessary hardscape. We submit that these islands are not typical of those configurations and locations for which the cited standards were developed (i.e., there are no cross streets, very light traffic volume, etc.). Nonetheless, we have amended Sheet LS2 to indicate that the designs meet line -of -sight requirements. (Aller-Lingle Architects - Brad Massey) 2. The comments above apply again. Nonetheless, the landscaping wall height has been reduced to a maximum of 24". (Alter -Lingle Architects — Brad Massey) Plat 1. The Plat properly reflects and effective re -platting of Fossil Lake Tract "B", whereby individual and/or separate drainage easements have been included within the Tracts of this submission (i.e., all of Tract "D" is properly designated as drainage easement). The Site Plan and utility drawings have been revised so as not to reflect (any) separate drainage easements. (North Star Design—PatriciaKroetch) (Alter -Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) 2. Our drawings have been changed to indicate this easement in a manner consistent with the plat and plans already approved for Fossil Lake P.U.D. 2nd, which delineate this easement as a 15 foot access easement. Everline LLC, as developer of Fossil Lake 2nd, would assume responsibility for any change in designation of this easement. (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) 3. The arbitrary imposition of generalized standards will not serve to facilitate and create a desirable and practical site plan. These islands and cul-de-sacs were designed to moderate the visual/aesthetic impacts of the necessary hardscape. The islands are not typical of those configurations and locations for which the standards were developed (i.e., there are no cross streets; very light traffic volume, etc.). The configurations and dimensions of the cul-de-sac islands are an integral conceptual element. They have been previously discussed at some length. Imposition of the indicated standards would have a significant, cumulative, negative impact on the site plan. We desire the somewhat tighter outside radii, which will serve to slow traffic down in these denser -use cul-de-sacs (i.e., 10-12 units adjoining, as opposed to 6-7 in the usual residential cul-de- sac). The Poudre Fire Authority has approved the radii indicated for the center islands. As they are fully functional for the site conditions and meet the primary health and safety requirements, we do not believe there is a viable issue here. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders, LLC— Dave Brown) (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) Mr. Matt Lafferty October 18, 2001 Page 6 4. We do not believe these requirements are necessary for this site. These are private streets. They are low volume, low speed. There are no street intersections. We have provided conceptual compliance as stated in accordance with Landscape Plan comments # 1 and # 2 above. We are requesting that this sight distance easement restriction be waived as unnecessary. (KEM Builders, LLC— Dave Brown) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) 5. The following note has been added to the Plat: "All maintenance of the various tracts described shall be the responsibility of the Village at Fossil Lake Homeowners' Association." (King Surveyors — Larry Pepik) 6. The notice, as presented on the comment sheet, has been added to the Plat. (King Surveyors — Larry Pepik) The arbitrary imposition of generalized standards will not serve to facilitate and create a desirable and practical site plan. These islands and cul-de-sacs were designed to moderate the visual/aesthetic impacts of the necessary hardscape. The islands are not typical of those configurations and locations for which the standards were developed (i.e., there are no cross streets; very light traffic volume, etc.). The configurations and dimensions of the cul-de-sac islands are an integral conceptual element. They have been previously discussed at some length. Imposition of the indicated standards would have a significant, cumulative, negative impact on the site plan. We desire the somewhat tighter radii, which will serve to slow traffic down in these denser -use cul-de- sacs (i.e., 10-12 units adjoining, as opposed to 6-7 in the usual residential cul-de-sac). The Poudre Fire Authority has approved the radii indicated for the center islands. As they are fully functional for the site conditions and meet the primary health and safety requirements, we do not believe there is a viable issue here. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders, LLC — Dave Brown)('King Surveyors — Larry Pepik) Utility Plans 8. Current general notes have been used, where appropriate. (North Star Design — Patricia Kroetch The requested statement per 3.3.1.F has been added. (North Star Design — Patricia Kroetch 10. Construction notes have been added, as appropriate. (North Star Design — Patricia Kroetch 11. The Fort Collins -Loveland Water District and South Fort Collins Sanitation District do not allow non-existent utilities to be designated as existing. Utilities that do exist as of the submission date will be indicated as existing. (North Star Design —Patricia Kroetch) Mr. Matt Lafferty October 18, 2001 Grading and Drainage Plans Page 7 12. The property through which the connecting walk to Trilby Road is to be constructed is fully developed. An easement will be platted and recorded by separate document to accommodate this connecting walk. (North Star Design — Patricia Kroetch) (KEM Builders, LLC — Dave Brown) (King Surveyors — Larry Pepik) 13. We do not believe these are valid comments for this project, and particularly at this stage of the review. These are private streets and driveways, and the impetus for that was to enable accommodation of the design elements integral to the site and product. These are conceptual comments and should have been raised earlier in the review process. Further, the enforcement of such details becomes quite arbitrary when overall density and design requirements are considered, and such requirements at this juncture of the process would require a very significant site re -design. We cannot discern any physical (engineering) or health and safety implications relative to these standards on this site. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) 14. The retaining wall has been relocated closer to Building "I" and completely clear of the access easement. Site and Landscape drawings have been coordinated with Utility drawings to so reflect. (North Star Design— Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) `15. See item #10 under Stormwater comments. Street Plan and Profile 16. We do not believe these are valid comments for this project, and particularly at this stage of the review. This is a private street development, and the impetus for that was to enable accommodation of the design elements integral to the site and product. These are conceptual comments and should have been noted earlier in the process. The enforcement of such details become quite arbitrary when overall density and design requirements are considered. Such requirements at this juncture of the process would require a significant site re -design. We cannot discern any physical (engineering) or health and safety implications relative to these standards on this site. We are requesting that these conditions not be imposed. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) 17. We agree to the installation of the ramp, in the same design and standard format as consistent with the other portions of the Fossil Lake PUD. (North Star Design— Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) 18. Spot elevations, as appropriate, and a horizontal control plan have been added to the drawings. (North Star Design — Patricia Kroetch) Mr. Matt Lafferty October 18, 2001 Page 8 19. We believe that County requirements (i.e. centerline profiles) are adequate and request that the submission be approved as is in this regard. (North Star Design — Patricia Kroetch) 20. The curve length has been changed to 70 feet. (North Star Design —Patricia Kroetch) 21. Actual in -the -field realities do not always allow strict compliance with extremely specific standards such as this one. The flows are adequate as presented, but further accommodation towards the 1% will be made where practical and possible given the overall configurations. (North Star Design — Patricia Kroetch) 22. The horizontal control figures provided will verify the flowline radius at a minimum of 45 feet. Beyond this, the arbitrary imposition of generalized standards will not serve to facilitate and create a desirable and practical site plan. These islands and cul-de-sacs were designed to moderate the visual/aesthetic impacts of the necessary hardscape. The islands are not typical of those configurations and locations forwhich the standards were developed (i.e., there are no cross streets, very light traffic volume, etc.). The configurations and dimensions of the cul-de-sac islands are an integral conceptual element. They have been previously discussed at some length. Imposition of the indicated standards would have a significant, cumulative, negative impact on the site plan. We desire the somewhat tighter radii, which will serve to slow traffic down in these denser -use cul-de-sacs (i.e., 10-12 units adjoining, as opposed to 6-7 in the usual residential cul-de-sac). The Poudre Fire Authority has approved the radii indicated for the center islands. As they are fully functional for the site conditions and meet the primary health and safety requirements, we do not believe there is a viable issue here. We are requesting that these conditions not be imposed. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) 23. A curve table has been provided as requested, as part of the horizontal control data. (North Star Design — Patricia Kroetch) 24. The necessary data has been provided as requested, as part of the horizontal control data. (North Star Design — Patricia Kroetch) 25. Island curbs have been specified as outflows; and spot elevations as appropriate and a horizontal control plan have been added to the drawings. (North Star Design— Patricia Kroetch) 26. This issue has been thoroughly discussed during earlier conceptual reviews, within the context of logical site planning. There was clear conceptual assent that the parking being provided was adequate. Once again, these are private streets and driveways. The most significant issue here seems, frankly, to be an inane standard that, on the one hand, requires a 20 foot driveway, 'so that vehicles can park without obstructing walkways' and, on the other hand, will not allow the parking spaces thus created (mandated) to be counted towards the parking requirements. We maintain that this standard is totally unreasonable, particularly within the context of the elements often required in a successful, aesthetically pleasing site. HOA rules require that garages be used for vehicle parking only. In addition to the two spaces thus provided for each Mr. Matt Lafferty October 18, 2001 Page 9 residence via the garages (a total of 96), the Site Plan also provides for a total of 21 designated, marked parking spaces, and the design provides for an additional 54 driveway spaces. There are in reality, therefore, a total of 75 spaces other than garage spaces. From any logical perspective, a total of 171 fully functional parking spaces for 48 dwelling units is, at the very least, adequate. That computes to over 3.5 spaces per unit. Further imposition of this standard at this point in the review process will destroy the entire site plan. We are requesting that this very unreasonable standard not be imposed. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Alley -Lingle Architects — Brad Massey) 27. A typical cross section detail for the internal roads has been added to the final plans, as requested. (North Star Design — Patricia Kroetch) 28. Site and Utility Plans have been modified to indicate (typical) 18 foot wide driveway widths. Station offset information has also been included. (North StarDesign— Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) 29. In a logical and practical engineering and site context, the cul-de-sac slopes presented are fully adequate. Holding to a rigid, printed, minimum standard requirement in an instance such as this is an example of how not to facilitate a logical, efficient planning process. We are requesting that this standard not be so unnecessarily imposed. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) Details 30. The non -applicable portion of the sidewalk drawing detail has been eliminated. (North Star Design — Patricia Kroetch) 31. We do not believe that driveway cuts will contribute any appreciable improvement to the site. Costs, however, would be significantly increased. We also believe that the rollover curb and gutter as planned will help in reducing vehicle speeds. Once again, as these are private streets and driveways, we are requesting that this recommendation not be imposed. (KEM Builders, LLC— Dave Brown) (North Star Design —Patricia Kroetch) 32. We agree to the installation of the ramp, in the same design and standard format as consistent with the other portions of the Fossil Lake PUD. (North StarDesign — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) 33. Details of 7-20C, 7-14, 7-33, 22-1, and 7-21 or 22 have been added where applicable. (North Star Design — Patricia Kroetch) Notice to Prospective Purchasers ...... 1. The statement on page 2 relative to roads and streets has been changed as suggested. (KEM Builders, LLC — Dave Brown) N C ZN EI 00 Q U Z 0 °',O > 0� _Z > c� JUio LL OI 'D w M y O EL .- LU N Q T /0 a) a) `0 ro m 0) w 3 0 V Q � T � c- m oa o a C ro L U O L aY J N 'D a) Q C a) N m W O J a rn0 ro a) 00 _s > 0.0 E o a) O M a) m c ro C p C O m cl (6 '—' N U O) _ N -0 ro0_ C U— aroi .o) m N J L o :o 2 0) m- U I> c m -0' m N a) p y U ro U) -0 0 0 N U a) c C 0 I (,1 (1) 0 J a7 O a1 a) -0 U) -0 L Y a) %' n 0 0 3 c � s o 0 - h o m 3roy.0 0 0 C oro 0 c m O a�ci O_ (V O '« 0 � ro CL II14 _ cu 0 - N V O T C V! O a) a) a) m a) Y O O E J c m c N V O V N >. 3 0 ro m a > _ >' aa) a) c E 'oc a) - c a) N >. L a) - N a) V 0 O L a) U m c 0 1 .0) 0 aa') a)O ro O a) '- C a) ... L m a m a s 33 0c -0 oai roc o 5 c c T- ro ro ro w a) _0 I .- o .N 3 oo c . a �.CO Na)J cOmL� CO p) N N rot6 'U — t6 �t CO C ro o E m c m m ro ro L C> a) O D_ L> N U L-, U o c .o m l 0 0 o E U ro E o a) m m l c a) U Y O Y T Q ro O N N 6 N O C', c— a- - U 3 c U> a as °) ro c 0 -J ro 0c ate) a� E U) a) r om m .c m .� L E 0 o a) H �.� Z ro Q m Q �,� > ro of t E U L a N N J c o �, 0 o fli7 _m 0 ° 0 4 o ma °cb N(n 0 a N Y m C D ro 0 a o m 3 o a d 0 O) d C .n c N 0 } C aj a) O) O O r/) U O U) L a C > C-0 0 U O U C > o ro a c`o- 0(D M - 0 ro0 E N E o c ro cn w aroi O O N �.ro.> 0E 0�L -() .-a aEro a) LL 0 0 o) E a') ui a) c Ft U _0 I��n � o� �m(D E U L o_3 c L o. U J E Jj mOc Q1 m O o mmrocmm °m _ 0... UJ U c c c Er a)C C C 0,0) `) c 3 m c ro ar J J � a _`m IL a a) aa)) a°)i E C a C C ¢ .0 C Q o m > m <a O1 c' ro U) Q Z W W Z c U E ro.m C iv 0 c E O oo Flo a m a a) a) N O ro ro ro ro oilm oJl Ql _ O (V N N 0 J ro O Z ..gym Mr. Matt Lafferty Page 10 October 18, 2001 Aller-Lingle letter of 8/21/01 Review Criteria) 1. This project's connection to the (future) trail is shown at 8 feet, as previously agreed. Drawings and the project narrative have been altered so as not to indicate any width for the (future) trail. as this has not been determined nor is its installation the applicant's responsibility. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) 2. The narrative has been altered as indicated. (Alley -Lingle Architects — Brad Massey) 3. The narrative has been altered as indicated to reflect consistency in sidewalk width statements. (Aller-Lingle Architects — Brad Massey) Development Agreement The reference has been changed to read as follows: "Use of the open space is largely passive, with the exception of an 8-foot bicycle -pedestrian path connecting the development with the proposed regional trail at the southern boundary of the project." Reference to any width for the (future) trail has been omitted from this submission, as the width has not been determined nor is its installation the applicant's responsibility. (KEM Builders, LLC — Dave Brown) 2. Section 24 of the Agreement has been altered to reflect that the necessary improvements to adjacent portions of Fossil Lake 2nd must also be in place. (KEM Builders, LLC —Dave Brown) 3. Section 26 of the Agreement has been slightly altered, as suggested. (KEM Builders, LLC — Dave Brown) 4. Section 10 has been changed as requested. (KEM Builders, LLC — Dave Brown) 5. Section 18 has been changed as requested. (KEM Builders, LLC — Dave Brown) 6. If such an inspection statement were to be included, it would probably be better placed under Section 10. However, since Section 10 already provides for inspections by licensed engineers, the streets are private, all maintenance responsibilities are private, and since (appropriately) the City is divesting itself of any and all responsibility for the streets, why does the City inspect them? What action could be required subsequent to such inspection under such conditions? 7. Section 22 has been changed as requested. (KEM Builders, LLC — Dave Brown) Mr. Matt Lafferty Page 11 October 18, 2001 City of Fort Collins Current Planning (Troy Jones) — October 8 1. We do not anticipate that the County will issue any building permits. Given the timeline we have been left with, and our understanding of immediate subsequent annexation, we anticipate that all building plan reviews, permitting, and COs will be under the auspices of the City. We certainly hope that the approval process will not be further delayed or complicated such as to negate this anticipation. (KEM Builders, LLC— Dave Brown) 2. We agree to secure the Annexation Agreement upon final approval. (KEM Builders, LLC — Dave Brown) 3. We believe the Plat properly reflects that Tract D, as relabeled as per comments above, as a, "Utility, Drainage, Access, and Landscape Easement." That "access" encompasses pedestrian use and no further delineation should be required. An easement is being provided for that walk section (from between Lots 3 and 4) which connects the subject property to Trilby Road. (KEM Builders, LLC— Dave Brown) 4. The suggested change has been added to the "Notice to Prospective Buyers ... ", to the paragraph describing the Annexation Agreement. (KEM Builders, LLC — Dave Brown) 5. No comment 6-14 All comments from Stormwater are being resolved via direct conversation between Basil Hamdan and Patricia Kroetch. Relative to comment #11, our response is the same as under#19 in the preceding section: We believe that County requirements (i.e. centerline profiles) are adequate and we request that the submission be approved as is in this regard. (North Star Design — Patricia Kroetch) Larimer County Attorney (Jeannine Haag) — October 13 The clarifying sentence has been added as the fourth paragraph of the Agreement. (KEM Builders, LLC — Dave Brown) 2. As we understand the process, the City is not a signatory, but has had full review and consultation as to the adequacy of the Agreement. We also understand that the Annexation Agreement for Fossil Lake PUD Third should be structured to address the necessary Development Agreement elements, in a manner similar to the Annexation Agreement being structured for Fossil Lake Second. If the County Attorney's office feels that the City cannot be bound by the agreement as structured, perhaps in combination with the Annexation Agreement, but should be, then we would suggest that as an issue to be rectified jointly by the County and City attorney's offices--- (but not at the expense offurther _delay on the approval of this___ rp ojectll). (KEM Builders, LLC — Dave Brown) 3. A statement, as suggested, has been added under Section 3. (KEM Builders, LLC — Dave Brown) Mr. Matt Lafferty October 18, 2001 Page 12 4. The minor changes under Sections 19, 26, and 27 have been made. (KEM Builders, LLC — Dave Brown) City of Fort Collins Traffic Operations (Ward Stanford) — October 15 Phases 1 and 2 of the Fossil Lake Second are just now being constructed. The CR 36 / Trilby Road connection will be constructed, as all plans and agreements indicate, prior to the (later) construction of Phases 3 and4. These are commitments of Everline LLC, as developer of Fossil Lake Second. (KEM Builders, LLC — Dave Brown) Thanks again, Matt, for your assistance. As soon as the October 23 meeting is concluded, I need all of the assistance I can get in moving forward as quickly as possible. There really are no major issues here of any sort. It's time to facilitate our being able to get to work. Sincerely, KEM Builders, LLC David S. Brown, Project Manager DSB/s Attachment cc: Larimer County — Planning Department, Russ Legg Larimer County — Engineering Department, Traci Downs City of Fort Collins — Planning Department, Troy Jones City of Fort Collins — Engineering Department, Sheri Wamhoff✓ North Star Design, Inc. — Patricia Kroetch Aller-Lingle Architects PC — Brad Massey King Surveyors, Inc. — Larry Pepik KEM Builders, LLC 3000 South College Avenue, Suite 103 Fort Collins, CO 80525 November 2, 2001 Mr. Matt Lafferty Larimer County Planning Department P. O. Box 1190 Fort Collins, CO 80522-1190 HAND DELIVER A Colorado Limited Liability Company Telephone: (970) 223-4900 Fax: (970) 223-4901 RE: Fossil Lake P.U.D. Third Filing Comment responses from October 23, 2001, County/City staff work session Resubmission of documents as requested Dear Matt: Included below are the responses to those items left open as a result of the work session held on October 23 with the County and City staffs. The numbers/format is as used on the summary letter of October 18. Items we believe to be resolved, via changes made on drawings, etc., as submitted herewith, as agreed to in our letter of October 18, and as discussed on October 23 have been shaded in this present letter. As you requested, attached herewith are: • Fifteen (15) copies of the Plat, Site Plan, and Construction Drawings. • Eight (8) copies of additional documents: ✓ The re -drafted (10/19/2001) Development Agreement. ✓ The Notice to Prospective Purchasers ... . ✓ The (yet -to -be recorded) easement for the sidewalk connecting the project to the Trilby Road area. • A copy of the variance request letter to Roxanne Hayes and Sherri Wamhoff for four (4) variances from standards, on the administrative basis, which was also discussed on October 23 We wish to express our appreciation for processing these requests in this far more expeditious manner • A copy of a memo (October 17, 2001) from the Poudre Fire Authority, clarifying their letter dated May 14, 2001 The memo confirms that none of the proposed buildings need be fitted with sprinklers. • A draft of the proposed Annexation Agreement I understand that its approval process is through City Current Planning. and I am providing the draft document for their review concurrently with this letter. Status of the Review Comments is as follows Items that we believe to be resolved, via changes made on drawings as submitted herewith, as acknowledged in our response letter of October 18, and as discussed on October 23 have been shaded in this present letter. Mr. Malt Lafferty Page 2 November 2, 2001 • Larimer County_ Engineering Department (Dale Greer) — September 14 1. Boundary monuments and descriptions per CRS 38-51-105 (1)(a) and —106 (0 have been added to the Plat as requested. (King Surveyors — Larry Pepik) 2. A Basis of Bearings statement per CRS 38-51-106(e) has been added to the Plat as requested. (King Surveyors — Larry Pepik) 3. The monument record for the North quarter corner of Sec 9 has been reviewed and revised as requested (King Surveyors — Larry Pepik) • Larimer County Planning &Building Department (Katherine Huber) — September 17 The Plat and Site drawings have been revised to reflect the approved street name of Lost Lake Place, and that the stub entering into the project is to remain at Stonewater Drive (as opposed to "Court'). Eighteen (18) copies of the (final) Plat will be provided as requested. (King Surveyors— Larry Pepik) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) Fort Collins -Loveland Water District and South Fort Collins Sanitation District (Terry Farrill)— September 15 1. Verification of the formation of the Village at Fossil Lake Homeowners Association is being provided to the District (KEM Builders, LLC — Dave Brown) 2 We are providing the requested District easement forms. (KEM Builders, LLC — Dave Brown) (King Surveyors — Larry Pepik) 3 The District's signature block has been added to the construction drawings cover sheet, as requested. (North Star Design — Patricia Kroetch) 4 Meter pits have been added to the utility drawings for each of the 12 buildings, as requested. (North Star Design — Patricia Kroetch) 5. A corrected test pressure of 150 psi has been included, as requested, and thrust blocks adjusted accordingly. (North Star Design —Patricia Kroetch) 6 The (typ) curb stop diagram has been eliminated, as requested. (North Star Design — Patricia Kroetch) • La rimer County Engineerinq Department (Traci Downs) —September 26 1. A typical cross section detail for the internal roads and cul-de-sass has been added to the final plans, as requested. (North Star Design — Patricia Kroetch) 2 A horizontal control plan has been added to the final plans, as requested. (North Star Design — Patricia Kroetch) 3 Outfall curbs have been specified at the islands, as requested, and detail provided. The Landscape Plan has been revised to indicate that sleeves will be provided for irrigation water to the islands. (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) Mr. Matt Lafferty November 2, 2001 Page 3 4. The cross slope for the indicated curb has been re-evaluated and changed to ensure a 1% minimum. (North Star Design — Patricia Kroetch) 5. The cited curb return grading has been re-evaluated and altered to ensure minimum standards. (North Star Design — Patricia Kroetch) 6. Notes have been checked against Appendix E and altered where required. (North Star Design — Patricia Kroetch) 7. Calculations have been revised as requested. Riprap has been indicated. Calcs and details have been included in the plan set, as requested. (North Star Design — Patricia Kroetch) 8 We understand that Transportation Expansion Fees (will be) required at the time of building permitting_ Since permitting (will be) under the auspices of the City of Fort Collins, is this item properly clarified between the entities? (KEM Builders, LLC — Dave Brown) Neither the County nor the City has administratively clarified this item. 9. We understand that drainage fees (will be) required at the time of building permitting. Since permitting (will be) under the auspices of the City of Fort Collins, is this item properly clarified between the entities? (KEM Builders, LLC — Dave Brown) Neither the County nor the City has administratively clarified this item. • City of _Fort Collins Transportation PI_a_nning (Tom) — October 3 1. This project's connection to the (future) trail is shown at 8 feet, as previously agreed. Drawings and the project narrative have been altered so as not to indicate any width for the (future) trail, as this has not been determined nor is its installation our responsibility. (KEM Builders, LLC— Dave Brown) (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) 2. Everline LLC, as developer of Fossil Lake 2nd, will provide the enhanced crosswalk as requested. Applicant's drawings have been changed to so reflect. (North Star Design — Patricia Kroetch) (Alley -Lingle Architects — Brad Massey) 3 Previous discussions with the planning staffs resulted in an understanding that connecting walks would be maintained at 4.0 feet with the exception of the walk connecting to Trilby Road that is indicated at 4 5 feet. Applicant has not made any changes in this regard from the plans submitted on August 21. (KEM Builders, LLC — Cave Brown) (Allen -Lingle Architects — Brad Massey) • City of Fort Collins Engineering (Sheri Wamhoff) — October 4 Site Plan (same comment as Street Plan and Profile #161 We do not believe these are valid comments for this project, and particularly at this stage of the review These are private streets, and the impetus for that was to enable accommodation of the design elements integral to the site and product. These are conceptual comments and should have been raised earlier in the review process Further the enforcement of such details becomes quite arbitrary when overall density and des an requirements are considered, and such requirements at this juncture of the process would require a very significant site re -design. We cannot discern any physical (engineering) or Mr. Matt Lafferty November 2, 2001 Page 4 health and safety implications relative to these standards on this site. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders, LLC— Dave Brown) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) [A variance request is being submitted relative to this comment.] Relative to detail 7-29B, we have altered the driveway angles for buildings 2-3, 8, and 11. The angle for the common drive between 10 and 11 has not been altered because of the designated parking space indicated there (North Star Design— Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) Relative to the required 6-foot wide medians between driveways, Appendix 'A' to this letter visually expresses the practical circumstances The condominium structures have attached double garages, side -by -side. The median spaces are 3'-3" or 2'-9' (dependent on building elevation) with each 17'-0' driveway pad extending 6" beyond each side of the door opening (which is a standard configuration). The total space possible between garage door rough openings is 4'-0". The maximum separation between drives, then, might be 3-'9" (practically speaking, a drive slab must abut at least 3" beyond the edge of the door opening). From a practical site and product standpoint, it does not seem feasible/reasonable to require medians larger than the (present) T-0" (average), and we much prefer to leave them as presently designed We do agree to ensure that non sight -impairing landscaping is placed within the medians, and have so depicted on the Landscape Plan. Narrowing the drive connections at the street would only serve to satisfy a mathematically stated standard (e g , 36') and would certainly diminish both the practical and safe use of the drives. We do agree to ensure that non sight -impairing landscape is placed within the medians, and have so depicted on the Landscape Plan (Aller-Lingle Architects — Brad Massey) We would once again state that this standard should not be so strictly applied in the case of a multi -family development such as the proposed (which configuration has been built before and with which residents and all concerned are most pleased). We are requesting that this standard essentially be waived. We believe we have done an excellent job of mitigating the impact of hardscape wherever possible, and the strict imposition of this standard (once again, especially at this point in the review process) would effectively destroy both this product and this site plan 2. We agree to the installation of the ramp, in the same design and standard format as consistent with the other portions of the Fossil Lake PUD. (North Star Design — Patricia Kroetch) (Alter - Lingle Architects — Brad Massey) 3. The mailbox assembly is indicated on both the Utility and Site Plan drawings (on the Building "A" side of Stonewater Drive). Its placement took utility installations into account. The assembly requires a concrete pad only There will be no utility conflicts. A note has been added on the utility plans to further identify the installation. (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) 4. The retaining wall has been relocated closer to Building " I' and completely clear of the access easement Site and Landscape drawings have been coordinated with Utility drawings to so reflect (North Star Design — Patricia Kroetch) (Allen -Lingle Architects — Brad Massey) 5. A note referencing a (typical) 20-foot set back from back edge of sidewalk to garage doors has been added to the Site Plan (AlterLingleArchitects— Brad Massey) Mr. Matt Lafferty November 2, 2001 Page 5 6. The Plat and the Site Plan have been changed so as to reflect the following: Tract "A" = Utility, Drainage, and Access Easement Tracts "B" and "C" = Utility, Drainage, Access, Landscape Easement, and Sight Distance Easement Tract "D" = Utility, Drainage, Access, and Landscape Easement (Aller-Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) Landscape Plan These islands have been conceptually discussed previously. The arbitrary imposition of generalized standards will not serve to facilitate and create a desirable and practical site plans. These islands have been designed to moderate the visual/aesthetic impacts of the necessary hardscape. We submit that these islands are not typical of those configurations and locations for which the cited standards were developed (i.e., there are no cross streets; very light traffic volume, etc ). Nonetheless, we have amended Sheet LS2 to indicate that the designs meet line - of -sight requirements. (Alter -Lingle Architects — Brad Massey) 2 The landscaping wall height has been reduced to a maximum of 24". (Aller-Lingle Architects — Brad Massey) Plat The Plat properly reflects an effective re -platting of Fossil Lake Tract "B", whereby individual and/or separate drainage easements have been included within the Tracts of this submission (i.e., all of Tract "D" is properly designated as drainage easement) The Site Plan and utility drawings have been revised so as not to reflect (any) separate drainage easements. (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) Our drawings have been changed to indicate this easement in a manner consistent with the plat and plans already approved for Fossil Lake P.U.D 2nd, which delineate this easement as a 15- foot access easement Everline LLC, as developer of Fossil Lake 2nd, would assume responsibility for any change in designation of this easement. (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) [essentially the same comment as Street and Profile #221 The strict imposition of such standards will not necessarily serve to facilitate and create a desirable and practical site plan. These islands and cul-de-sacs were designed to moderate the visual/aesthetic impacts of the necessary hardscape The islands are not typical of those configurations and locations for which the standards were developed (i e_ there are no cross streets, very light traffic volume, etc.). The configurations and dimensions of the cul-de-sac islands are an integral conceptual element. They have been previously discussed at some length. Imposition of the indicated standards would impose a significant, cumulative, negative impact on the site plan We desire the somewhat tighter outside radii, which will serve to slow traffic down in these denser -use cul-de-sacs (i_e-, 10- 12 units adjoining, as opposed to 6-7 in the usual residential cul-de-sac). The Poudre Fire Authority has approved the radii indicated for the center islands. As they are fully functional for the site conditions and meet the primary health and safety requirements, we do not believe there is a viable issue here. We are requesting that these unnecessary restrictions not be imposed (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) Mr. Matt Lafferty Page 6 November 2, 2001 [A variance request is being submitted relative to this comment.] We do not wish to eliminate the islands. As agreed, we are submitting a variance request for administrative action. Poudre Fire Authority supports the islands as designed Further, we are submitting an additional diagram detail with the request which clearly demonstrates that the islands and cul-de-sacs as designed provide for more truck turning space than the dimensions specified in the standard (North Star Design — Patricia Kroetch) (Alter -Lingle Architects— Brad Massey) 4. We do not believe these requirements are necessary for this site. These are private streets. They are low volume, low speed. There are no street intersections. We have provided conceptual compliance as stated in accordance with Landscape Plan comments # 1 and # 2 above. We are requesting that this sight distance easement restriction be waived as unnecessary. (KEMBuilders,LLC — Dave Brown) (North Star Design— Patricia Kroetch) (Aller- Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) As agreed, Tracts "B" and "C" have been given additional designation as sight distance easements. The sight distance easement restriction statement has been added to the Plat. (Aller- Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) 5. The following note has been added to the Plat: "All maintenance of the various tracts described shall be the responsibility of the Village at Fossil Lake Homeowners' Association." (King Surveyors — Larry Pepik) 6. The notice, as presented on the comment sheet, has been added to the Plat. (King Surveyors — Larry Pepik) The strict imposition of such standards will not necessarily serve to facilitate and create a desirable and practical site plan. These islands and cul-de-sacs were designed to moderate the visual/aesthetic impacts of the necessary hardscape. The islands are not typical of those configurations and locations for which the standards were developed (i.e , there are no cross streets, very light traffic volume, etc)_ The configurations and dimensions of the cul-de-sac islands are an integral conceptual element. They have been previously discussed at some length Imposition of the indicated standards would have a significant, cumulative negative impact on the site plan We desire the somewhat tighter radii, which will serve to slow traffic down in these denser -use cul-de-sacs (i.e., 10-12 units adjoining, as opposed to 6-7 in the usual residential cul-de-sac) The Poudre Fire Authority has approved the radii indicated for the center islands. As they are fully functional for the site conditions and meet the primary health and safety requirements, we do not believe there is a viable issue here. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders, LLC— Dave Brown) (King Surveyors — Larry Pepik) [A variance request is being submitted relative to this comment.] Utility Plans 8 Current general notes (to match Appendix 'E') have been used, where appropriate. (North Star Design — Patricia Kroetch) Staff will provide the desired construction notes to the project engineer for incorporation. (North Star Design — Patricia Kroetch) Mr. Matt Lafferty November 2, 2001 Page 7 9. The requested statement per 3.3.1.F has been added. (North Star Design —Patricia Kroetch 10. Construction notes have been added, as appropriate. Staff will provide the desired construction notes to the project engineer for incorporation. (North Star Design — Patricia Kroetch 11. The Fort Collins -Loveland Water District and South Fort Collins Sanitation District do not allow non-existent utilities to be designated as existing. Utilities that do exist as of the submission date will be indicated as existing (North Star Design — Patricia Kroetch) Grading and Drainage Plans 12, The property through which the connecting walk to Trilby Road is to be constructed is fully developed. An easement will be platted and recorded by separate document to accommodate this connecting walk. (North StarDesign— Patricia Kroetch) (KEMBiilders, LLC— Dave Brown) (King Surveyors — Larry Pepik) 13 We do not believe these are valid comments for this project, and particularly at this stage of the review These are private streets and driveways, and the impetus for that was to enable accommodation of the design elements integral to the site and product. These are conceptual comments and should have been raised earlier in the review process. Further, the enforcement of such details becomes quite arbitrary when overall density and design requirements are considered, and such requirements at this juncture of the process would require a very significant site re -design. We cannot discern any physical (engineering) or health and safety implications relative to these standards on this site. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders, LLC— Dave Brown) (North Star Design — Patricia Kroetch) (Alter - Lingle Architects — Brad Massey) [A variance request is being submitted relative to this comment.] We seek an appeal to 9.4.11 on the following bases: • The standard is arbitrary. We question the viability of its application, especially in a strict context, to multi -family developments. Upon discussion at the October 23 work session, there was no clear response from staff as to the basis for the 500 sq. ft., nor is the standard clarified/justified by any quantitative flow c_ alculations • We believe that conceptual drainage and stormwater plans for this site were submitted for review with the Preliminary Plat on March 20, 2001. We believe any concerns related to this standard could have and should have been raised in comments at that time, and/or during the subsequent County and City staff work session held on June 12. We do not believe raising this issue at this stage of the review process is fair, equitable, or practical. • Given the overall site plan and configuration, meeting this standard in a strict context will require a very significant site redesign_ When the (proposed) drainage plans were developed, practical knowledge and awareness of drainage flows were fully considered. We believe we have done everything practically feasible, given the site configuration and product nature, to accommodate this requirement while also establishing adequate drainage configurations throughout the site and maintaining compliance with the approved site drainage plan for Fossil Lake, as provided by Northern Engineering. 14. The retaining wall has been relocated closer to Building T' and completely clear of the access easement. Site and Landscape drawings have been coordinated with Utility drawings to so reflect (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) City of Fort Collins Current Planning COUNTY REFERRAL COMMENT SHEET COMMENTS TO: Matt Lafferty FROM: Engineering TYPE OF MEETING: Urban Growth Area Review Board PROJECT: Fossil Lake PD 3rd Filing THRU: City of Fort Collins Planning Department City comments must be received in Current Planning Department by: April 18, 2001 ❑ No Problems VProblems or Concerns (see below or attached) Fossil Lakes 3" Filing - I . The City might be willing to support a variance for the attached sidewalk if the attached walk was a minimum of 5 feet. It should be noted though that if this project was in the City of Fort Collins the variance would not be granted as the detached sidewalk system is in keeping with the neighborhood character design. 2. The 20-foot setback for the garages from the back of walk needs to be maintained. The City would not support a variance to this. A clear walk area needs to be provided. Allowing shorter driveways would cause the sidewalk to be blocked when somebody parked in the drive. 3. Have not shown the standard 9-foot utility easement behind the sidewalk. How are the utilities going to serve the site? With attached sidewalk a greater than 9-foot easement is typically needed. A 13 foot easement was the requirement when attached sidewalks were a part of the standards to accommodate the utilities behind the walk. Need to show how the utilities can serve this site and get the utilities to agree that the standard easement is not needed. 4. For this site, with the amount of parking provided by there plan and on the adjacent streets the City Engineering department would support a variance to Section 19.2.3 of the Latimer County Urban Area Street Standards for the requirement to provide I off -site parking space for each residence that has frontage on the cul-de-sac. 5. Provide a concrete to the property line with the pan at Stonewater and Shallow Pond. 6. Would like to see the design of the faux stone walls within the Cul-de-sac islands. Maybe a safety concern depending on the design. Walls are not normally allowed within medians. 7. It should be noted that the statements in your text regarding the sidewalk widths are incorrect. Trilby ro ' ' 5 foot detached sidewalk and all other adjacent roads will have a 4.5-foot min detached sidewalk. k Date, yl�'06 Signaturgl- ���r.- Zle City of P s Mr. Matt Lafferty Page 8 November 2, 2001 15. See item #10 under Stormwater comments. Street Plan and Profile 16 [same comment as Site Plan #1] We do not believe these are valid comments for this project, and particularly at this stage of the review. These are private streets, and the impetus for that was to enable accommodation of the design elements integral to the site and product These are conceptual comments and should have been raised earlier in the review process. Further, the enforcement of such details becomes quite arbitrary when overall density and design requirements are considered, and such requirements at thisjuncture of the process would require a very significant site re -design. We cannot discern any physical (engineering) or health and safety implications relative to these standards on this site. We are requesting that these unnecessary restrictions not be imposed. (KEM Builders. LLC— Dave Brown) (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) [A variance request is being submitted relative to this comment.] We have altered the driveway angles for buildings 2-3, 8, and 11 The angle for the common drive between 10 and 11 has not been altered because of the designated parking space indicated there. Once again, we go on record —particularly in the case of the building 2-3 drive-- that altering the plan to meet this standard carries no practical value and, indeed, will serve only to create an unsightly and maintenance -intensive areas which will be constantly run over by automobiles.) (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) Relative to the required 6-foot wide medians between driveways, Appendix 'A' to this letter visually expresses the practical circumstances. The condominium structures have attached double garages, side -by -side. The median spaces are 3'-3" or 2'-9" (dependent on building elevation) with each 17'-0' driveway pad extending 6" beyond each side of the door opening (which is a standard configuration). The total space possible between garage door rough openings is 4'-0". The maximum separation between drives, then, might be 3-'6" (practically speaking, a drive slab must abut at least 3" beyond the edge of the door opening). From a practica' site and product standpoint, it does not seem feasible/reasonable to require medians larger than the (present) 3-0" (average), and we much prefer to leave them as presently designed We do agree to ensure that non sight -impairing landscaping is placed within the medians, and have so depicted on the Landscape Plan. Narrowing the driveway widths at the street would only serve to satisfy a mathematically stated standard (e g , 36') and would certainly diminish both the practical and safe use of the drives. We do agree to ensure that non sight -impairing landscape is placed within the medians, and have so depicted on the Landscape Plan. We would once again state that this standard should not be so strictly applied in the case of a multi -family development such as the proposed (which configuration has been built before and with which residents and all concerned are most pleased) We request that this standard essentially be waived. We believe we have done an excellent job of mitigating the impact of hardscape wherever possible, and the strict imposition of this standard (once again, especially at this point in the review process), would effectively destroy both this product and this site plan 17 We agree to the installation of the ramp, in the same design and standard format as consistent with the other portions of the Fossil Lake PUD. (North Star Design — Patricia Kroetch) (Aller- Lingle Architects — Brad Massey) Mr. Matt Lafferty November 2, 2001 Page 9 18. Spot elevations, as appropriate, and a horizontal control plan have been added to the drawings. (North Star Design — Patricia Kroetch) 19. We believe that County requirements (i.e. centerline profiles) are adequate and request that the submission be approved as is in this regard. (North Star Design — Patricia Kroetch) Flowline profiles will be provided as further requested. 20 The curve length has been changed to 70 feet. (North Star Design — Patricia Kroetch) 21 Actual in -the -field realities do not always allow strict compliance with extremely specific standards such as this one. The flows are adequate as designed and meet the standard as closely as is practical Any variance that does remain is inconsequential (North Star Design — Patricia Kroetch) 22. [essentially the same comment as Landscape #3] The strict imposition of such standards will not necessarily serve to facilitate and create a desirable and practical site plan. These islands and cul-de-sacs were designed to moderate the visual/aesthetic impacts of the necessary hardscape The islands are not typical of those configurations and locations for which the standards were developed (i_e there are no cross streets, very light traffic volume, etc.)_ The configurations and dimensions of the cul-de-sac islands are an integral conceptual element. They have been previously discussed at some length Imposition of the indicated standards would impose a significant, cumulative, negative impact on the site plan. We desire the somewhat tighter outside radii, which will serve to slow traffic down in these denser -use cul-de-sacs (i.e., 10-12 units adjoining, as opposed to 6-7 in the usual residential cul-de-sac) The Poudre Fire Authority has approved the radii indicated for the center islands. As they are fully functional for the site conditions and meet the primary health and safety requirements, we do not believe there is a viable issue here. We are requesting that these unnecessary restrictions not be imposed (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Aller-Lingle Architects — Brad Massey) (King Surveyors — Larry Pepik) [A variance request is being submitted relative to this comment.] We do not wish to eliminate the islands As agreed, we are submitting a variance request for administrative action Poudre Fire Authority supports the islands as designed. Further, we are submitting an additional diagram detail with the request which clearly demonstrates that the islands and cul-de-sacs as designed provide fro _more truck turning space than the dimensions specified in the standard (North Star Design — Patricia Kroetch) (Aller-Lingle Architects— Brad Massey) 23 A curve table has been provided as requested, as part of the horizontal control data. (North Star Design — Patricia Kroetch) 24 The necessary data has been provided as requested, as part of the horizontal control data. (North Star Design — Patricia Kroetch) 25 Island curbs have been specified as outflows, and spot elevations as appropriate and a horizontal control plan have been added to the drawings. (North Star Design — Patricia Kroetch) 26 This issue has been thoroughly discussed during earlier conceptual reviews, within the context of logical site planning There was clear conceptual assent that the parking being provided was Mr. Matt Lafferty November 2, 2001 Page 10 adequate. Once again, these are private streets and driveways The most significant issue here seems, frankly, to be an inane standard that, on the one hand, requires a 20 foot driveway, 'so that vehicles can park without obstructing walkways' and, on the other hand, will not allow the parking spaces thus created (mandated) to be counted towards the parking requirements. We maintain that this standard is totally unreasonable, particularly within the context of the elements often required in a successful, aesthetically pleasing site. HOA rules require that garages be used for vehicle parking only. In addition to the two spaces thus provided for each residence via the garages (a total of 96), the Site Plan also provides for a total of 21 designated, marked parking spaces, and the design provides for an additional 54 driveway spaces There are in reality, therefore, a total of 75 spaces other than garage spaces From any logical perspective, a total of 171 fully functional parking spaces for 48 dwelling units is, at the very least, adequate. That computes to over 3.5 spaces per unit. Further imposition of this standard at this point in the review process will destroy the entire site plan. We are requesting that this very unreasonable standard not be imposed (KEM Builders, LLC—Dave Brown) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) [A variance request is being submitted relative to this comment.] As agreed at the October 23 work session, a variance request is being submitted relative to 19.2.3, seeking approval as submitted based upon the spaces provided by the Site Plan in combination with those additional on -street spaces that will be available on Swallow Pond Drive and Snowy Creek Drive. (KEM Builders, LLC — Dave Brown) 27. A typical cross section detail for the internal roads has been added to the final plans, as requested. (North Star Design — Patdcia Kroetch) 28 Site and Utility Plans have been modified to indicate (typical) 17-foot wide driveway widths. Station offset information has also been included. (North StarDesign— Patricia Kroetch) (Alter - Lingle Architects — Brad Massey) 29 In a logical and practical engineering and site context, the cul-de-sac slopes presented are fully adequate. Holding to a rigid, printed, minimum standard requirement in an instance such as this is an example of how not to facilitate a logical, efficient planning process. The slopes are adequate as designed and meet the standard as closely as is practical. Any variance that does remain is inconsequential (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) Details 30. The non -applicable portion of the sidewalk drawing detail has been eliminated. (North Star Design — Patricia Kroetch) 31 We do not believe that driveway cuts will contribute any appreciable improvement to the site. Costs, however, would be significantly increased. We also believe that the rollover curb and gutter as planned will help in reducing vehicle speeds. Once again, as these are private streets and driveways, we are requesting that this recommendation not be imposed. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) 32 We agree to the installation of the ramp, in the same design and standard format as consistent with the other portions of the Fossil Lake PUD. (North Star Design — Patricia Kroetch) (Alter - Lingle Architects — Brad Massey) Mr. Matt Lafferty November 2, 2001 Page 11 33 Details of 7-20C, 7-14, 7-33, 22-1, and 7-21 or 22 have been added where applicable. (North Star Design — Patricia Kroetch) Notice to Prospective Purchasers ...... 1. The statement on page 2 relative to roads and streets has been changed as suggested. (KEM Builders, LLC —Dave Brown) Alter -Lingle letter of 8/21/01 (Review Criteria) This project's connection to the (future) trail is shown at 8 feet, as previously agreed. Drawings and the project narrative have been altered so as not to indicate any width for the (future) trail, as this has not been determined nor is its installation the applicant's responsibility. (KEM Builders, LLC — Dave Brown) (North Star Design — Patricia Kroetch) (Alter -Lingle Architects — Brad Massey) 2. The narrative has been altered as indicated. (Aller-Lingle Architects — Brad Massey) 3. The narrative has been altered as indicated to reflect consistency in sidewalk width statements. (Alter -Lingle Architects — Brad Massey) Development Agreement 1. The reference has been changed to read as follows: "Use of the open space is largely passive, with the exception of an 8-foot bicycle -pedestrian path connecting the development with the proposed regional trail at the southern boundary of the project." Reference to any width for the (future) trail has been omitted from this submission, as the width has not been determined nor is its installation the applicant's responsibility. (KEM Builders, LLC — Dave Brown) 2 Section 24 of the Agreement has been altered to reflect that the necessary improvements to adjacent portions of Fossil Lake 2nd must also be in place. (KEM Builders, LLC— Dave Brown) 3 Section 26 of the Agreement has been slightly altered, as suggested (KEM Builders. LLC — Dave Brown) 4. Section 10 has been changed as requested. (KEM Builders, LLC — Dave Brown) 5 Section 18 has been changed as requested. (KEM Builders, LLC — Dave Brown) 6- If such an inspection statement were to be included, it would probably be better placed under Section 10. However, since Section 10 already provides for inspections by licensed engineers, the streets are private, all maintenance responsibilities are private, and since (appropriately) the City is divesting itself of any and all responsibility for the streets, why does the City inspect them? What action could be required subsequent to such inspection under such conditions? 7 Section 22 has been changed as requested. (KEM Builders, LLC — Dave Brown) City of Fort Collins Current Planning (Troy Jones) — October 8 We do not anticipate that the County will issue any building permits. Given the timeline we have been left with, and our understanding of immediate subsequent annexation, we anticipate that all Mr. Matt Lafferty November 2. 2001 Page 12 building plan reviews, permitting, and COs will be under the auspices of the City. We certainly hope that the approval process will not be further delayed or complicated such as to negate this anticipation. (KEM Builders, LLC — Dave Brown) 2 We agree to secure the Annexation Agreement upon final approval. (KEM Builders, LLC— Dave Brown) A draft of the proposed Annexation Agreement is being submitted to the City's Current Planning office concurrently with this letter. 3. We believe the Plat properly reflects that Tract D, as relabeled as per comments above, as a, "Utility, Drainage, Access, and Landscape Easement." That "access" encompasses pedestrian use and no further delineation should be required. An easement is being provided for that walk section (from between Lots 3 and 4) which connects the subject property to Trilby Road. (KEM Builders, LLC — Dave Brown) 4. The suggested change has been added to the "Notice to Prospective Buyers .. ", to the paragraph describing the Annexation Agreement. (KEM Builders, LLC— Dave Brown) 5. No comment 6-14 All comments from Stormwater are being resolved via direct conversation between Basil Hamdan and Patricia Kroetch. Relative to comment #11, our response is the same as under #19 in the preceding section: We believe that County requirements (i.e. centerline profiles) are adequate and we request that the submission be approved as is in this regard. (North Star Design — Patricia Kroetch) • Larimer_County Attorney (Jeannine Haag) — October 13 The clarifying sentence has been added as the fourth paragraph of the Agreement. (KEM Builders, LLC — Dave Brown) As we understand the process, the City is not a signatory, but has had full review and consultation as to the adequacy of the Agreement We also understand that the Annexation Agreement for Fossil Lake PUD Third should be structured to address the necessary Development Agreement elements. in a manner similar to the Annexation Agreement being structured for Fossil Lake Second If the County Attorney's office feels that the City cannot be bound by the agreement as structured, perhaps in combination with the Annexation Agreement, but should be then we would suggest that as an issue to be rectified jointly by the County and City attorney's offices-- (but not at the expense of further delay on the approval of this project!I). (KEM Builders, LLC— Dave Brown) 3 A statement, as suggested, has been added under Section 3. (KEM Builders, LLC — Dave Brown) 4. The minor changes under Sections 19, 26, and 27 have been made. (KEMBuilders, LLC—Dave Brown) • City of Fort Collins Traffic Operations (Ward Stanford) — October 15 Phases 1 and 2 of the Fossil Lake Second are just now being constructed The CR 36 / Trilby Road Mr. Matt Lafferty November 2, 2001 Page 13 connection will be constructed, as all plans and agreements indicate, prior to the (later) construction of Phases 3 and4. These are commitments of Everline LLC, as developer of Fossil Lake Second. (KEM Builders, LLC —Dave Brown) Following the October 23 work session, Matt, I believe you indicated to me that the variances being sought could be processed in very short order. Under the circumstances, we're hoping for one week. I am copying the variance requests directly to Sherri Wamhoff in hopes of facilitating that processing. Certainly, either Roxanne or Sherri can contact anyone on the development team to expedite the process if need be. I also believe you indicated that, assuming the variances being sought were approved, the remaining approvals for this project could be obtained, again, in very short order. We hope that all final approvals can be obtained not later than November 26 to enable us to proceed without further delays. To this end, I am also requesting once again that the Larimer County Engineering Department authorize us to immediately initiate overlot grading on this project. Such clearance might effectively enable us to proceed with the remaining sewer and water installations, pending the District's final signoff on the administrative items listed earlier in this letter. Once again, we're in the position of asking that you please do all that can possibly be done to expedite ail P:^a' approvals. This is a well -planned, thoughtfully designed, attractive project, and we need to get to work. Sincerely, KEM Builders, LLC David S. Brown, Project Manager DSB/s Attachments ccLarimer County — Planning Department, Russ Legg Larimer County — Engineering Department, Roxanne Hayes Larimer County — Engineering Department, Traci Downs City of Fort Collins — Planning Department, Troy Jones City of Fort Collins — Engineering Department, Sheri Wamhoff North Star Design, Inc. — Patricia Kroetch Aller-Lingle Architects PC — Brad Massey King Surveyors, Inc. — Larry Pepik ENGINEERING DEPARTMENT • COMMITTED TO EXCELLENCE MEMO TO: Matt Lafferty, Latimer FROM: Traci Downs DATE: St J 13KC-I': November 15, 2001 Fossil Lake PD Third (09-06-68) Post Office Box 1190 Fort Collins, Colorado 80522-1190 (970) 498-5700 FAX (970) 498-7986 1'ro6ect Description/Background: This is a review of a proposed Planned Development for the 5.8 acre Tract B portion of the Fossil Lake PUD. The development will have 48-unit condominiums situated on 12 lots. The proposed project is within the City of Fort Collins Urban Growth Area and the Fossil Creek Reservoir Planning Area. 'Fhe applicant is asking for tour specific variances from the Urban Area Street Standards. Review Criteria: As stated in section 1.9.2 of the Latimer County Urban Area Street Standards, the local entity engineer through a variance process must approve any design that does not conform to the standards. The local entity engineer considers variances on a case-bv-case basis following a written request by the Professional Engineer. The materials submitted need to provide adequate information to specifically substantiate and justify the variance request while still adequately meeting the drainage and transportation needs for the site. Comments: I. Variance from Detail 7-29B: It is my understanding that the applicant is requesting a variance from two of the standards for a typical standard drive. They are requesting a variance for the drive between buildings 10 and 11, which will not be 90-degrees to the street because a 90-degree angle would involve eliminating one parking space. lie other variance request is relative to the requirement that no single opening shall be greater than 36' wide and wider drives will need to be divided with a minimum 6' median. The condominium attached double garages will have drives wider than 36' and they are only proposing a 3'-3" median or a 2'-9" median to divide the drives. They feel that the smaller medians are preferred from a practical site and product standpoint. Our department appreciates that the applicant has modified a majority of the drives to meet the 90-degree standard and can support a variance for the drive between buildings 10 and 1 I since we would prefer to not have the parking space eliminated. Since the drives appear to only exceed the 36' standard by 1'-3", a 3'-3" median or a 2'-9" median to divide the drives does not seem too unfavorable and therefore we could also support this variance. 2. Variance from Detail 7 24A: The applicant is requesting a variance from the standard cul-de-sac detail. They are requesting a variance to have larger radii than those stated on the detail. The detail requires a 12' internal radius and a 40' flowline radius. The applicant wishes to have a17' internal radius and a 45' flowline radius. They justify the variance by stating that the roads cant' low volume traffic, there are no cross -streets and the Poudre Fire Authority has approved the design. They submitted a diagram that indicates that the larger radii provide more turning movement than provided with the standard. Our department appreciates the diagram that was submitted and that the applicant has gained the approval of the local fire authority. We are inclined to support this variance based on the applicant'sjustification. I lowcver prior to our final approval of this variance request, we will need the applicant to submit evidence 2 that shows that the new design can provide the same turning movements for the largest design vehicle as the standard cul-de-sac dimensions will provide. Submitting a turning template with the same vehicle for both designs should accomplish this. Also, our department would like to add a condition that parking should not be allowed along the cul-de-sac flowline. This is referenced kj variance request number 4 below as well. 3. Var lance from Section 9.4.1 1: The applicant is requesting a variance from n, which states that no surface drainage from Private property shall he within any drivewa e - flow for a driveway up to 500 square feet. The applicant has several areas greater that 0 q are f will be sheet Flowing across the sidewalks. fhcy believe thev have done everything fea e 'ne configuration and overall drainage plan. Our department is also willing to consider request. however prior to our decision, a more dclailed justification is needed as part of t e request. As stated in section 1.9.2 of the I,arimer County Urban Area Street Standards, the e needs to state why the standard is unfeasible or is not in the public interest. It also needs to identify e proposed alternative design and provide a thorough description of how the proposed design compares to the standard. The engineer needs to stale that the variance will not be detrimental to public health, safety, and welfare, and will not reduce design life of the improvements nor cause increased maintenance costs. The engineer should state as part of thejustitication and reasoning for the variance the areas that do not meet the standard and describe by how much the standard is being exceeded. They should explain in detail why they can not meet the standard in these areas and suggest reasons why certain alternatives may not be options. For example, due to maintenance issues and concerns, sidewalk chases may not be a feasible option. 4. Variance from Section 19.2.3: 'file applicant is requesting a variance from the parking in cul-de-sacs section, which states that at Zest one off -site parking space needs to be provided for each residence that has frontage on a cul-de-sac bulb. The applicant feels that there is adequate parking provided with the on -site spaces in conjunction with the available spaces on the adjacent roads. Our department can support this variance request. As stated in variance request number 2 above, our department would like to omit any parking along the cul-de-sac flowline. Other Maior Concerns and issues: As stated in Section 1.9.2 of the Larimer County Urban Area Street Standards, the local entity engineer considers variances on a case -by -case basis following a written request by the Professional Engineer. David Brown, who is the project manager and not a Professional Engineer, prepared the variance requests. The revised variance requests will need to be prepared or at least signed and stamped by his Professional Engineer Staff Recommendation: We will need the applicant to provide additional information on variance request 2 and 3 above prior to our final determination on the requests. We are in support of variance request 1 and 4 at this time, however, a revised variance request packet will need to be submitted to our office that is prepared or at least signed and stamped by his Professional Engineer. Please feel free to contact me directly at (970) 498-5701 if you have any questions. Thank you. c: Kcm Builders, Dave Brown, 3000 South College Avenue, Suite 103, Fort Collins, CO 80525 North Star Design, Tricia Kroetch, 1194 West Ash Street, Suite B, Windsor, CO 80550 file h:AdevrevAplanchk\varAfossil lake pd third filing.doc COUNTY REFERRAL City of Fort Collins COMMENT SHEET Current Planning COMMENTS TO: Matt Lafferty FROM: Engineering TYPE OF MEETING: Board of County Commissioners PROJECT: Fossil Lake PUD, 3rd Filing TH RU: City of Fort Collins Planning Department PLANNER: Troy Jones City comments must be received in Current Planning Department by: November 21, 2001 No Problems Problems or Concerns (see below or attached) Fossil Lakes PUD, 3 rd Filing Page I of November 19, 2001 City of Port Collins engineering comments PLEASE RETURN ALL REDLINED PLANS WITH NEXT REVIEW. Site Plan I . Need to provide a pedestrian ramp at the `T' intersection on the south side s the street. (reds square, This ramp can e combined with a driveway cut as long as the ramp is built to ADA standards and has the red square, scoring and other ramp standards. landscape Plan 1. The landscaping and structures on the island in the cul-de-sac need to meet sight distance restrictions. Indicate this and place these restrictions on the landscape plan. Plat I . "I he notice at the bottom of the sheet should be bored or otherwise made noticeable per the City of Fort Collins Attorneys office. Utility Plans 2 Should provide two bench marks 3. Indicate the private streets that are a part of this development in general note 47. Continued on neat page Dale: //�C01 Si r, �e City of Port Collins Fossil bakes PUD, 3 rd Filing Page 2 of 2 November 19, 2001 4. List the variance approved under note 48 when they are approved. Grading and Drainage Plans - 5. Off -site casements are needed for the grading and sidewalk work on the property to the northwest of the site. Street plan and profile 6. '1 lie variance request stated that the driveway width for the garages facing the street were to be 17 feet wide the horizontal control plan shows them to be 18 feet wide. ?? 7. Response note stated that the curb return information was provided on the horizontal control plan - only the radii information is provided here. 8. The curb return radii are to be 20 feet per Table 8-2. You are showing them at 15 feet and 25 feet. 9. Need to provide a pedestrian ramp at the `T' intersection on the south side of the street. (16.3.1.A2) This ramp can be combined with a driveway cut as long as the ramp is built to ADA standards and has the red square, scoring and other ramp standards. Ramp needs to line up with the ramp opposite. 10. Provide design information in accordance with 3.3.4. Provide Pl, PC, PT, curb return radii, curb return information and other items as required by that section. Missing the curb return information. 1 1. Not meeting the min flowline grade on Stonewater Drive on the west side and on the east side the vertical curve doesn't meet minimum requirements. The curve needs to be longer or the algebraic difference reduced, see 7-17. 11 'fhe south profile for lost lake place doesn't appear to match the grades and elevations shown on the plan view. 13. An undrainablc low spot is shown in the intersection of Stonewater Drive and Lost Lake Place. The PCR elevations on Stonewater Drive do not scan to match the profile. 14. Greater than allowed grade breaks on Lost Lake Place. 15. Provide intersection elevations in accordance with detail 7-32A. Missing some elevations and need to provide the transition elevation and length. 'file following arc comments that relate to items that the variance request was submitted on. They are being repeated until such time as the variance requests are approved or denied. The City of Fort Collins agrees with and supports the memorandmn from "Traci Downs at Larimer County Engineering regarding the variance requests. As indicated in the inemorandum additional information is needed on variance requests 2 and 3 in order to fully consider those requests, a revised variance request packet needs to be submitted and in accordance with section 1.9.2 of the Larimer County Urban Area Street Standards shall be written, signed and stamped by a Professional Engineer. VIl1 16. Driveways need to intersect at 90 degrees with the street and the maximum driveway width is 36 feet per detail 7-29B. A minimum 6 foot wide median is needed between the split drives (otherwise they exceed the 36 feet) and between the large drive in the northwest corner. V42 17. Per standards (7-24A) the radius for a center island in a cul-de-sac is 12 feet not what is shown. 18_ 'I he radius at the entry to the cul-de-sac is too small. Per detail 7-24A the towline radius is 50 feet and the row radius is equal to the flowline radius (50') minus the width from the flowline to the back of sidewalk. As this distance is not 16 or more feet the radius shown are not correct. V P I 19, Per 9.4.1 1 no more than 500 square feet of sheet flow from a driveway can go across a sidewalk. You will need to adjust grades in many of the driveways so that the 500-foot threshold is not exceeded. V+14 20. Not meeting 19.2.3 that requires 1 parking space for each residence that has frontage on the cul-de-sac. Community Planning and Environmental Services Current Planning City ut Fort Collins June 1, 2001 Matt Lafferty Lorimer County Planning Department P.O. Box 1190 Fort Collins, CO 80522-90 City staff has revised our comments for Fossil Lake P.U.D. 3rd Filing based on a conversation I had with Russ Legg on May 31, 2001. I asked Russ Legg whether or not the supplemental regulations for the Fossil Lake Reservoir Area apply to this project, and after some research, Russ indicated that those regulations do not apply for this project. That being the case, the comments sent on May 2nd need to be revised. Also, I met with the applicant, Dave Brown, on May 29'h, and he committed to make many of the changes that we had requested. Please see our revised comments below: 1. Current Fanning - There is no longer a need to bring the modification requests to the Fort Collins Planning and Zoning Board since the supplemental regulations for the Fossil Lake Reservoir Area do not apply to this application. 2. Current Panning / Engineering - The proposed plan has a modified street design that differs from the required local street standard. Our Engineering Department has indicated that in order for the project to obtain a City Staff recommendation of approval for this modified street section, the following issues should be addressed: • Normally, a detached sidewalk is required (see the attached diagram D- 2-1)), but if the proposed attached sidewalk is at least 5 feet wide, then the Engineering Department may consider supporting a variance to the standard. In my conversation with Dave Brown, he indicated that he will supply a street cross section diagram of the proposed street design. • Normally, a 13 foot wide utility easement is required to be dedicated adjacent to local streets when such local streets have attached sidewalks. If there are any locations where a 13 foot wide utility easement is not being provided adjacent to the attached sidewalk, City Engineering Staff may consider supporting a variance to this requirement if it can be shown in a diagram that all the utilities can be accommodated without such easement. In my conversation with Dave Brown, he indicated that he will supply a diagram of the utility lines as requested. '� i (11( c•c _A%"nur • '( ). Roy *0 • loll (Ahlli , C (' O h,H • 0-0) —1 o75o • F-AS (9 0) 4In-202U Fossil Lakes PUD, 3 rd Filing November 19, 2001 City of Fort Collins engineering comments PLEASE RETURN ALL REDLINED PLANS WITH NEXT REVIEW. Site Plan I . Need to provide a pedestrian ramp at the `T' intersection on the south side of the street. (16.3.I .A2) This ramp can be combined with a driveway cut as long as the ramp is built to ADA standards and has the red square, scoring and other ramp standards. Landscape Plan I . The landscaping and structures on the island in the cul-de-sac need to meet sight distance restrictions. Indicate this and place these restrictions on the landscape plan. Plat I . The notice at the bottom of the sheet should be boxed or otherwise made noticeable per the City of Fort Collins Attorneys office. Utility Plans 2. Should provide two bench marks 3. Indicate the private streets that are a part of this development in general note 47. 4. List the variance approved tinder note 48 when they are approved. Grading and Drainage Plans - 5. Off site casements are needed for the grading and sidewalk work on the property to the northwest of the site. Street plan and profile 6. The variance request stated that the driveway width for the garages facing the street were to be 17 feet wide the horizontal control plan shows them to be 18 feet wide. ?? 7. Response note stated that the curb return information was provided on the horizontal control plan - onk the radii information is provided here. 8. The curb return radii are to be 20 feet per Table 8-2. You are showing them at 15 feet and 25 feet. 9. Need to provide a pedestrian ramp at the `T' intersection on the south side of the street. (16.3.1.A2) ']'his ramp can be combined with a driveway cut as long as the ramp is built to ADA standards and has the red square, scoring and other ramp standards. Ramp needs to line up with the ramp opposite. 10. Provide design information in accordance with 3.3.4. Provide PI, PC, PT, curb return radii, curb return information and other items as required by that section. Missing the curb return information. I L Not meeting the min Flowline grade on Stonewater Drive on the west side and on the cast side the vertical curve doesn't meet minimum requirements. The curve needs to be longer or the algebraic difference reduced, see 7-17. 12. The south profile for lost lake place doesn't appear to match the grades and elevations shown on the plan view. 13. An undrainable low spot is shown in the intersection of Stonewater Drive and Lost Lake Place. The PCR elevations on Stonewater Drive do not seem to match the profile. 14. Greater than allowed grade breaks on Lost Lake Place. 15, Provide intersection elevations in accordance with detail 7-32A. Missing some elevations and need to provide the transition elevation and length. The following are comments that relate to items that the variance request was submitted on. They are being repeated until such time as the variance requests are approved or denied. The City of Fort Collins agrees with and supports the memorandum from Traci Downs at Larimer County Engineering regarding the variance requests. As indicated in the memorandum additional information is needed on variance requests 2 and 3 in order to fully consider those requests, a revised variance request packet needs to be submitted and in accordance with section 1.9.2 of the Larimer County Urban Area Street Standards shall be written, signed and stamped by a Professional Engineer. V41 16. Driveways need to intersect at 90 degrees with the street and the maximum driveway width is 36 feet per detail 7-2913, A minimum 6 Root wide median is needed between the split drives (otherwise they exceed the 30 feet) and between the large drive in the northwest corner. V42 17. Per standards (7-24A) the radius for a center island in a cul-de-sac is 12 feet not what is shown. M The radius at the entry to the cul-de-sac is too small. Per detail 7-24A the flowline radius is 50 feet and the row radius is equal to the flowline radius (50') minus the width from the flowline to the back of sidewalk. As this distance is not 16 or more feet the radius shown are not correct. V43 19, Per 9.4.1 1 no more than 500 square feet of sheet flow from a driveway can go across a sidewalk. You will need to adjust grades in many of the driveways so that the 500-foot threshold is not exceeded. V il4 20. Not meeting 19.2.3 that requires 1 parking space for each residence that has frontage on the cul-de-sac. 1 North Star '01 **Aw design, inc. December 6, 2001 'Traci Downs Latimer County Engineering Department P. O. Box H 90 Fort Collins, CO 80522-1190 HAND DELIVER RI.: Fossil lake P.U.D. Third Filing Variance requests (09-06-68); ref. your memo to Matt Lafferty, I U16101 Dear Traci: I hese are additional responses / comments relative to the cited variance requests. The numbers used below reference the requests as numbered in your memo to Matt Lafferty. Italicized sections are repeated from the variance reyaesi submission of.November 10, 2001. Variance from Detail 7-29B We request a variance on the basis that a strict application of this standard would necessitate the redesign of both the dwelling structures and the site. Given the timeline of the project's review (e.g., that this comment is conceptual and could have / should have been made a number of months ago); and, given that the product and site designs for multi -family development will often not meet the letter of specific standards, we ask that the following be accepted. We have altered the driveway angles to 90 degrees for buildings 2-3, 8, and 11. The angle for the common drive between buildings 10 and 11 would not be altered because a 90- degree angle would essentially negate the designated parking space indicated there. Relative to the required 6-foot wide medians between driveways, Appendix 'A' to this letter visually expresses the practical circumstances. The condominium structures have attached double garages, side -by -side. The median spaces are 3'-T or 2'-9" (dependent on building elevation) with each 17'-0" driveway pad extending 6" beyond each side of the door opening (which is a standard configuration). The total space possible between garage door rough openings is 4'-0". The maximum separation between drives, then, might be 3-'9" (practically speaking, a drive slab must abut at least 3" beyond the edge of the door opening). From a practical site and product standpoint, it does not seem feasible/reasonable to require medians larger than the (present) 3'-0" (average), and we much prefer to leave them as presently designed. We do agree to ensure that non sight -impairing landscaping is placed within the medians, and have so depicted on the Landscape Plan. We suggest that any narrowing of the drive connections at the street would only serve to satisfy a mathematically stated standard (e.g., 36) and would clearly diminish both the practical and safe use of the drives. According to the memo of November 16, our request has been considered and approved. We appreciate this support. 700 Automation Drive, Unit I Windsor, Colorado 80550 970-686-6939 Phone 9 970-686-1188 Fax 2. Variance from Detail 7-24A We request a variance on the following basis The strict imposition of such standards will not necessarily serve to facilitate and create a desirable and practical site plan in all instances. We believe this is such an instance. We do not wish to eliminate these islands. The consensus at the work session is that they are a desirable element. The islands and cul-de-sacs were designed to moderate the visual/aesthetic impacts of the necessary hardscape. The islands are not typical of those configurations and locations for which the standards were developed (i.e-, there are no cross streets; very light traffic volume, etc.). The Poudre hire Authority has approved the radii indicated. Attachment "B" to this letter provides that confirmation from PFA, as well as an additional diagram demonstrating that the configurations as proposed provide for more turning room than would the cited standard. As they are fully functional for the site conditions, are more aesthetically pleasing than would be the .strict standard, and meet the primary health and safety requirements, we ask for a variance to allow the islands and radii to be constructed as proposed. Your response memo of November 16 requested our provision of (a template) further demonstrating that the dimensions requested can provide the same turning movements as would the stated standards. Because the specifics of (the template) remained unclear to us, we asked Ron Gonzales of the Poudre Fire Authority to meet with you and Sherri Wamhoff of the City Engineering staff to further discuss the matter. According to Ron, he met with you on December 4, and all parties have agreed that the island and cul-de-sac dimensions are satisfactory as presented. Parking along the cul-de-sac flowlines will not be allowed. Such parking is not indicated on the Site Plan, and would be wholly impractical. We will post signage and/or markings to that effect. Our understanding, then, is that this variance request is approved, and we appreciate this support 3. Variance from Section 9.4.11 We believe we have done everything practically feasible, given the site configuration and product nature, to accommodate this requirement while also establishing adequate drainage configurations throughout the .site and maintaining compliance with the approved site drainage plan, by Northern Engineering, for the overall Fossil Lake master plan. Anv requirement to meet this standard in a strict context will require a significant site redesign. We request that the submission in regard to 9.4.11 be approved as is. Drainage basin boundaries were already adjusted (Sheet 4 of 10, November 10 variance submission) to considerable degrees, being mindful of the overall site drainage requirements and grade slopes associated with the individual structures. We have made slight additional adjustments to some of these boundaries, as indicated below, but any further adjustments will necessitate re -engineering the entire site and changing (most) building elevations. This would also force yet additional drainage into unpaved areas, which action tends to create far more problems than it solves. For the purposes of this variance request, we are including herewith (Attachment B) a supplemental drainage plan drawing which: • numbers the areas in question for clear reference • indicates directions of sheet drainage achieved by slab crowning and sloping • indicates the actual square footage area being drained across the sidewalks from the driveways, based upon the adjusted basin lines and the detailed slab adjustments. • Area 1 -- The cited area is now approximately 442 s.f • Area 2 -- "There are two basins involved. While the total area draining to the street remains at 725 s.f. Slab tilting related to contour lines will minimize the flows across the driveway approach. • Area 3 -- The cited area is now approximately 454 s.f. • Area 4 -- The cited area is approximately 964 s.f. The drive approach will be slightly crowned to direct a majority of the flow to the grassed areas and minimize the flows across the actual approach. • Area 5 -- The boundary has been moved slightly to the (north), reducing the drainage area to 676 s.f. Slab tilting related to contour lines will minimize the flows across the driveway approach and direct some runoff into the grassed areas. • Area 6 -- The cited area is now approximately 572 s.f. Slab tilting related to contour lines will minimize the flows across the driveway approach and direct some runoff into the grassed areas. • Area 7 -- The cited area is now approximately 1160 s.L Overall site requirements do not permit our taking drainage to the (north). We would consider using the (now required) space between this area 7 and area 8 as a "drainage Swale". However, if so, we suggest again that this strip space in between be paved as a pan to facilitate the drainage. We would be very reluctant to install a sidewalk chase in this location due to the inevitable traffic over it. We submit that drainage across the driveway approach is actually the best alternative in this instance. Area 8 -- 'The cited area is now approximately 875 s.f. Overall site requirements do not permit our taking drainage to the (north)_ We would consider using the (now required) space between this area 7 and area 8 as a "drainage Swale". However, if so, we suggest again that this strip space in between be paved as a pan to facilitate the drainage. We would be very reluctant to install a sidewalk chase in this location due to the inevitable traffic over it. We submit that drainage across the driveway approach is actually the best alternative in this instance. Area 9 -- The cited area is now approximately 503 s.f. Slab tilting related to contour lines will reduce the actual flows across the driveway approach and direct a majority of the remaining runoff to flow across grassed areas prior to entering the street. In every instance possible, we wish to avoid sidewalk chases and other disruptions to the primary surface installations. Such installations very often exacerbate the problems they are thought to avoid (especially when related to winter conditions) because they tend to concentrate flows which may then flow and/or freeze into even less manageable and longer lasting masses. Such installations are also generally much more maintenance intensive than standard surface installations because they must be cleaned out, washed out, re -aligned, repaired, etc. 4. Variance from Section 19.2.3 As agreed at the October 23 work session, a variance request is being sought relative to 19.2.3, seeking approval as submitted based upon the parking spaces provided by the Site Plan in combination with those additional on -street spaces that will be available on Swallow Pond Drive and Snowv Creek Drive. According to the memo of November 16, our request has been considered and approved. We appreciate this support. As noted under request No. 2 above, parking along the cul-de-sac flowlines will not be allowed. Such parking is not indicated on the Site Plan, and would be wholly impractical. We will post signage and/or markings to that effect. As you know, KEM Builders, LLC, is making every attempt to complete this review process and obtain clearance to begin initial site work. Based on my discussions with Sherri and you on the engineering comments, and on the reconsideration of these variance requests, we have indicated to Matt Lafferty that mylars (signed by Fort Collins -Loveland Water District and South Fort Collins Sanitation District) will be delivered to the County on December 11. Matt has asked that you send him an e-mail or other written notice that all items (engineering comments and variance requests) have been remedied and approved. Any assistance you can provide in our meeting this goal is sincerely appreciated. l signetch, E. Attachments cc: Larimer County — Planning Department, Matt Lafferty City of Fort Collins — Engineering Department, Sherri Wamhoff KEM Builders, LLC. — Dave Brown Aller-Lingle Architects PC — Brad Massey King Surveyors, Inc. — Larry Pepik J —+ FOSSIL LAKE P.U.D., THIRD FILING DRAINAGE EXHIBIT 'North Star I dftbn. iz. KEM Builders, LLC 3000 South College Avenue, Suite 103 Fort Collins. CO 80525 December 11, 2001 Mr. Matt Lafferty Larimer County Planning Department P O Box 1190 Fort Collins, CO 80522-1190 HAND DELIVER A Colorado Limited Liability Company Telephone: (970) 223-4900 Fax: (970) 223-4901 RE Fossil Lake P.U.D. Third Filing Status of comments to 3rd Set of Final Plans (from submission of 11/02/01) Dear Matt. Below are the responses to comments received relative to our submission of November 2. In particular, the comments from City Engineering have been resolved and verified in conference between Traci Downs, Sherri Wamhoff, and Tricia Kroetch [The resolution of the variance requests is under separate cover and process from this letter, as detailed below I As requested, we have also asked Traci Downs to provide you with written confirmation that all open items have been remedied At the same time I am requesting clearance from Engineering to proceed with our site development work as soon as we can mobilize Mylars have been delivered to Fort Collins-Loveland/South Fort Collins for their signatures. We anticipate having them back not later than Monday. December 18 at which time we will be prepared to meet the County's final submission requirements. As y, and I discussed on December 4, 1 am awaiting a call from you, following your meeting with Russ Legg, to determine just what quantities of what documents you need. We are aware that (Katherine Huber) requires 18 copies of the "final plat', but we are unclear as to hctyfina: is d-Cned in this case, i e with all signatures, as approved but without signatures, or?? Also attached hereto is page one of the latest (12/11/01) draft of the Development Agreement, which I also faxed to you on December 4 for your meeting with Russ Legg. (The page one information is the only change since the December 4 fax ) As I told you. in a conference with Troy Jones, City of Fort Collins Current Planning on November 29, 1 was advised that the City's review of the Development Agreement was sufficient and comol-ted. Also attached hereto is a copy of t1-'e (second) variance request letter, from North Star Design to Larimer County Engineering (Traci Downs), for four (4) variances from standards, on the administrative basis that was agreed to on Octobe- 23 We have received verbai confirmation thot all four requested variances have been approved Comment status on the open items is as follows. Mr. Matt Lafferty Page 2 December 11, 2001 • Larimer County Engineering_Department (Dale Greer) — November 15 Per his memo dated November 15, the plat is acceptable. • Fort Collins -Loveland Water District and South Fort Collins Sanitation District (Terry Farrill) The requested District easement forms have been executed and provided to the districts. Mylar signatures on the Lit ilily_plans will be obtained by December 18. • Larimer County Engineering Department (Traci Downs) — November 20 The notation and number discrepancies on the Sheet 5 of 10 and Sheet 6 of 10, per the redlines, have been corrected in consultation with the Project Engineer and are reflected on the mylars. (North Star) The minor redline comments on Sheets 1 and 4 of 10 have been corrected in consultation with the Project Engineer and are reflected on the mylars. (North Star) We have received_ verbal confirmation that Larimer County Engineering has no further issues. City of Fort Collins Stormwater (Basil Harridan) — November 20 The cited flowfjne and related data have been revised to eliminate confusion. (North Star) All cover sheet references have been changed to read "Larimer County". (North Star) Sheet 7 of 10 has been revised to reflect Class III piping. (North Star) We have received verbal confirmation that City of Fort Collins Stormwater has no further issues. • City of Fort Collins Transportation Planning (Tom Reiff) — November 21 As stated in previous review responses, discussions with the planning staffs resulted in an understanding that connecting walks would be maintained at 4.0 feet with the exception of the walk connecting to Trilby Road that is ind'cated at 4.5 fe-t However, applicant agrees to increase the walkway connection 'c Snowy Creek Drive to the requested width of 4.5 feet. [Sheet SD1] (North Star, Aller-Lingle) Applicant also agrees with the requested realignment and has changed the plans accordingly North Star. A--L,.1,V 2 (see also #1 under City of Fort Collins Enging S,te Plan — Sherri Wamhoff: and #9 under City of Fort Collins Engineenna Street Plan and Profile — Sherri Wamhoff) -- Ramps, as required by standards and as a,,proved and installed in the remainder of the Fossil Lake PUD have been Mr. Matt Lafferty December 11, 2001 Page 3 indicated as requested at a 90-degree cross -street angle from the (southeast) corner of Stonewater Drive and Lost Lake Place, and, at the connection of the (north -south) bike-ped path where it connects to Lost Lake Place. (Alter -Lingle; North Star) We have received verbal confirmation that City of -Fort Collins Transpor_tat_io-n_Plan_ning has no further sues • City of Fort Collins Engineering (Sheri Wamhoff) - November 21 Site Plan (see also #2 under City of Fort Collins Transportation Planning, Tom Reiff, and #9 under City of Fort Collins Engineering, Street Plan and Profile - Sherri Wamhoff) - Ramps, as required by standards and as approved and installed in the remainder of the Fossil Lake PUD have been inuicated as requested at a 90-degree cross -street angle from the (southeast) corner of Stonewater Drive and Lost Lake Place and, at the connection of the (north -south) bike-ped path where it connects to Lost Lake Place (Alter -Lingle: North Star) Landscape Plan 1 A note on Sheet LS2 clearly specifies that sight distance restrictions apply. A similar note has been added to Sheet LS1 for further clarification (Alley -Lingle) Plat The notice regarding maintenance of private streets has been boxed, as requested (Sheet 1 of 10] (King Surveyors) Utility Plans 2 A second bench mark has been added, as requested [Sheet 1 of 10, (North Star, King Surveyors) 3 Private street names have been added to Note 47 [Sheet 1 of 10] (North Star) 4. Note 48 has been changed to read as follows. "Variances to The Larimer County Urban Area Street Standards have been granted as follows Detail 7-29B, Detail 7-24A; Section 9 4 11, Section 19 2 3" (North cr-r Grading and Drainage Plans Both the �iai and Sheet SD1 reflect that an easement has been reco,ded for the sidewalk connecting the project to Tribly Road at the northwest of the site A notation has also been added to Sheet 3 of 10 (North Star; King Surveyors; Aller-Lingle) Street Plan and Profile The variance request and Site Plan dimension of 17 feet is correct The label on the Horizontal Control Plan [Sheet 5 of 10] has been changed to indicate a typical driveway width of 17 feet- The scales of the utility and drainage drawings (i e 1 30) make it difficult to properly depict these scale elr ments Sheet LS2 that provides more detail (North Star) The. applicant should submit a formal request for an Engineering Variance to the Lorimer County Engineering Department for the "residential local street" design depicted in diagram D-2-b of the "Design and Construction Criteria, Standards and Specifications for Streets, Sidewalks, Alleys and Other Public Ways," which is the design used for all other local streets in the Fossil Lake P.U.D. (see attached copy of diagram D-2-b). The applicant should submit a copy of this variance request and supporting diagrams to the Fort Collins Engineering so that City Staff can forward the County Engineering Department a recommendation on the issue. 3. Engineering - The 20-foot setback for the garage doors from the back of walk needs to be maintained. The City would not support a variance to this. A clear walk area needs to be provided. Allowing shorter driveways would cause the sidewalk to be blocked when somebody parked in the drive. The applicant has verbally indicated to city staff that they intend to provide the said garage door setback, however we would like it to be double checked with the next round of revisions. 4. Engineering - Provide concrete to the property line with the pan at Stonewater and Shallow Pond. The applicant has verbally indicated to city staff that they intend to provide said concrete to property line, however we would like it to be double checked with the next round of revisions. 5. Engineering - Would like to see the design of the faux stone walls within the Cul-de-sac islands. Maybe a safety concern depending on the design. Walls are not normally allowed within medians. In an informal meeting with city staff, the applicant has agreed to provide a sketch of the walls in cul-de-sac islands. We would like safety concerns regarding the design of these wall to be double checked with the next round of revisions. 6. Engineering - It should be noted that the statements in the text regarding the sidewalk widths are incorrect. Trilby road will have a 5 foot detached sidewalk and all other adjacent roads will have a 4.5-foot min detached sidewalk. The applicant has indicated to city staff that they intend to fix this discrepancy in the text. however we would like it to be double checked with the next round of revisions. 7. Stormwater - Drainage and Erosion Control report should be provided. 8. Stormwater - Need to show that facilities designed with previous Fossil Lake filings were designed to accommodate flows from this parcel. 9. Advance Planning / Current Planning / Transportation Planning - The 8 foot wide pedestrian path connecting the project with the path along the southern property ine funnels all pedestrian traffic through a private driveway area. We highly recommend that the layout of the pedestrian path as it goes through this private drive area be designed with a little more sensitivity to the issue of avoiding awkward public space vs. private space experiences. We suggest that Mr. Matt Lafferty December 11. 2001 Page 4 7. The tables (already) provided on the Horizontal Control Plan [Sheet 5 of 10] would seem to provide more than enough of the requested data. (North Star) 8 FL 5, FL 6, FL 7, and FL 8 have all been changed to 20 feet The variable radii resulted from a coordination oversight In our planning (N`o h St=r King Surveyors: Allen -Lingle) 9 (see also #2 under City of Fort Collins Transportation Pianning, Tom Reiff and #1 under City of Fort Collins Engineering, Site Plan — Sherri Wamhoff) -- Ramps, as required by standards and as approved and installed In the remainder of the Fossil Lake PUD have been indicated as requested, at a 90-degree cross -street angle from the (southeast) corner of Stonewater Drive and Lost Lake Place, and, at the connection of the (north -south) bike-ped path where it connects to Lost Lake Place (Aller- Lingle, North Star) 10_ Sheet 6 of 10, as subm.tted includes all PCR and PC information. as required. Sheet 6 of 10 also carries a note referring to the additional horizontal control information on Sheet 5. The project engineer and City staff have conferred and agree that the data is adequate as presented (North Star) 11. The cited flowline and related data have been revised to eliminate confusion. (North Star) 12 An incorrect profile was included in the previous submission. The profile has been changed and all data rechecked for proper correlations (North Star) 13 PCR elevat,ons and profiles have been re-evaluated and corrected to properly (North Star) 14, Vertical curves have been added at the requested locations (North Star) 15_ Additional intersection elevation data has been added on Sheet 5 of 10- (North Star) We have received verbal confirmation that City of Fort Collins Engineering has no further issues • City of Fort Collins Current Planninn (Troy Jones) — November 27 Comments refer to the Development agreement and annexation This status summary is included here for reference purposes only The County does not relate the status of the annexation agreement to the approval of the project submission. The City (Planning and Attcmey) have agreed that a simplified statement on the City Annexation Ordinance will provide all of the required linkage references, and that the annexation document itself (will not) include extensive reference to conditions stated in the Development Agreement Troy Jones of Current Planning stated (in conference with Dave Brown of KEM Homes on November 29) that the City's review of the Development Agreement has been completed. We have received verbal confirmation that City of Fort Collins Current Plannin__has no further issues Mr. Matt Lafferty December 11, 2001 Page 5 Latimer County_ Attorney (reviewer's name illegible) — November 28 Development Agreement 1. (pg. 1,. para. 4) -- The recordation information (has been) added as requested. 2. Section 3 -- The requested notification statement has been added as requested. 3 Section 6 -- Section title has been added 4 Section 18 -- Deleted word has been added. 5 Section 24 -- Word has been deleted. Please let me know immediately should you require further clarification on any of the above information. Sincerely, KEM Builders. LLC David S Brown, Project Manager D S B/s Attachments 2 cc: Larimer County — Engineering Department, Traci Downs Larimer County — Attorney City of Fort Collins — Planning Department Troy Jones City of Fort Collins — Engineering Department, Sheri Wamhoff North Star Design. Inc — Patricia Krcetch Alter -Lingle Architects PC — Brad Massey King Surveyors, Inc — Larry Pepik COUNTY REFERRAL City of Fort Collins COMMENT SHEET Current Planning COMMENTS TO: Matt Lafferty FROM: Engineering TYPE OF MEETING: Sketch Plan PROJECT: Fossil Lake Ranch Condos PD THRU: City of Fort Collins Planning Department PLANNER: Troy Jones City comments must be received in Current Planning Department by: December 22, 2000 ❑ No Problems Problems or Concerns (see below or attached) Dale: 1 z-e4) Citv of Fort Collins some sort of clearly depicted sidewalk go through this private drive area so that pedestrians and bicycles don't get the sense that they are intruding on the private space of the units on either side of the private drive. We feel this would also help to make the residents of the units on either side of the private drive understand that the bikes and pedestrians are expected to be allowed to go through there. If you have any questions regarding these comments, please contact me or any of the departments listed above. Sincerely, i Troy ones City Manner RESIDENTIAL LOCAL STREET 7.0 51' ROW CMIN.) c 45' 30' F U* 6. ROADWA 6• cwrAL ' TL l G' ray. SCTmc7C tin. TO TO racE _SttT 19• i tr2 � 16" CSMT� TRAM r rapt ; 345' ROADWAY_—_ MOTH, 30". RIGHT OF WAY WIDTM+ 5I" TRAVF_ LANE WIDTH, IG'. PARKNG� Two lanes 7" wide. WHERE USED All residential local streets where traffic volume Is antlUpated to be 1C00 vpd or less. Curless the Narrow Reside Local Street er RLrI Resldentla, Local Street standards are used SPEED LJR l`T� 25 MPH ' GARAGE DOOR SETBACK, 20" from the back of sidewak. FENCES, Fences Shag be setback a mbtrwm of G, Fran the parkway edge of the sideway. PARKWAY LANDSGAPNG, Parkways sha➢ be landscaped in grass mulch, annuals and herbaceous Perennials. maxium 18" height and Incorporate xeriscaae proclpals, whenever appropriate. In accordance with the requirements of the City Forester. TREE PLANTINGS Canopy shade trees shag be panted at 40 foot spactigs In the center of a➢ Parkways- Individual trees shag! not be closer than 20 feet from the next street tree. Canopy shade trees shag be, placed no closer than 30 feet from roadway htersec.lons. 8' from driveways and coat=Rayand shag be no e closer than 40 feet from any street fight ions. Minimum tree se shall be 125' caliper shade tree fist. or belled end buriapped. Species ➢ b shag selected from the Gty approved canopy shade 51DEWdI K' 45' minimum width. Additional width may be required for pedestrian routes to schools. parks. or other activity areas. .RC AN a, Bicyc➢sts to share travel lane with motor vehicles. Additional street width up to 4" wider, may be required in the travel lane to acco as schools and parks. mmodate bike traffic to serve activity areas. such CURB AND GLITTER, Vertical curb and gutter or drive over curb and gutter. D-2-b