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HomeMy WebLinkAboutUpdates to Dewatering Permitr Layton 00"MICTH10 Wff01WEGRI" PERMIT BOOKLET UPDATES 9090 South Sandy Parkway Salt Lake City, UT 84070 (801) 568 -9090 • FAX (801) 569 -5450 Date: 10 -09 -06 UPDATES TO DEWATERING PERMIT BOOKLET: Add the following information: New / =ReplaceExisting 40 Please insert Four Season Resort — Pump Discharge Hydraulics Analysis. If there are any questions please let me know. Thank you. ?I Wo ZG6 ?f-v 17�e+lh -C66 111Wa, sC; c,ot)me6T -�Iwv\p �croc To Ekcji1A) ►2``PVC A t,p l ?f tj ---nl I. E x -r) -PtM et-:- g 14% Sz r 6 f Cp x 240x, v a c cV, a� W tAf A = o, X519 12 no '0• 7v,3 s= 2.0�-7 S}� =� i r� _ 9 �. TffC- J�aa WeeV- ©F ,P 27- C�2171-C-, 7-//& ;Pgo7jO rzv, e4) FC- L-�Vsy&o Tffr241ae7H /W t r1�4rlA1 ► /Z "61nP //rl r� �htZd 4 Ale- t07- A-Avo e.-�x% /ee "PV6 1�16-,eo% 141&6�7- /W d*1 141e� P7 ;WIPIJ7 6:r G wW yr MCA -CC WC, 7 'f� 't'T f Tt er /2 C/nP #TAJO `T-r�' 18'+pvc ( dz, :�' 16-, P Ve-� ��' �� Exe6�5 e,#P C1 Ty, 7-H45- � X / f�e ll riles l�OT f{,� S SOT 12 1= /�t//¢U 06D 8Gt T 0 Vje-WC0 1,V 7-0 7We:-:7 eAP*4e1?7 MOM Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970 - 479 -2158 Fax: 970 -479 -2166 www.vailgov.com MEMO To: Doug Carley, Layton Construction From: Tom Kassmel, Town Engineer Re: Four Season, Dewatering Permit Date: 10/17/06 The Town has received your responses, dated 10/ 16/06, to our dewatering comments dated 10/9/06. the following is our response: 1. OK. A copy of the signed lease agreement will be required prior to any work within CDOT ROW. 2. OK. Please provide a copy of the extension of the utility permit by its expiration. 3. The dewatering plan shows the same volumes. Does this mean the handwritten volume notes are inaccurate in the original submittal? Please provide a new clean copy of the expected dewater flow rates. 4. The new calculations show significant ( -80 %) capacity loss in the 12" CMP due to the dewatering. This pipe is already undersized for the area. It not only takes a portion of the Four Seasons lot but also the Scorpio and Alphorn Lots, and a large portion of the municipal lots and the Frontage Rd. based on the information given the pipe either needs to be upsized prior to dewatering or the dewatering needs to go to Spraddle Creek. 5. OK. (see above) 6. OK. Please provide this information ASAP. The Town will be obtaining a third party review, the review is awaiting this additional information. 7. Is this e -mail the back -up for the HP Memo regarding settlement, or is there more to come. 8. The dewatering permit submitted is dated Nov 2005 and states it is good for one Quarter. It also addresses the old plan with settling ponds as well as a max discharge of 350 gpm. This needs to be updated to reflect the current plan. 111�J�1 Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970 - 479 -2158 Fax: 970 -479 -2166 www.vailgov.com MEMO To: Doug Carley, Layton Construction From: Tom Kassmel, Town Engineer Re: Four Season, Dewatering Permit Date: 10/09/06 The following are Public Works issues with regards to the Four Seasons dewatering permit that must be resolved prior to release of this permit. Please be advised that the Town will be obtaining a third party review once all the engineering data has been provided, we will need up to two weeks for review. 1. The Utility Permit notes that the dewatering work will be done under the lease agreement between CDOT and the developer. The agreement must be signed by both parties prior to starting any work within the CDOT ROW. 2. The Utility Permit expires 11/15/06, this will have to be extended to continue work. 3. Discharge lines #4 and #5 do not reflect the appropriate gpm on the plan view as compared to the handwritten volumes. 4. The Hydraulic analysis by PLC suggests that all dewatering should go to Spraddle Creek and shall not interfere with the replacement of Spraddle Creek culvert. Based on the analysis presented the Town agrees. The existing West Meadow storm sewer does not have sufficient capacity to allow for any additional flow. 5. The analysis by Alpine has a mathematical error in the Q12„ maximum capacity, it should be 2.45 cfs not 24.5 cfs, this will change the conclusion. 6. The engineered analysis needs to reflect all surrounding buildings not just the Scorpio Condominiums 7. Provide analysis with HP letter. The Town will be obtaining a third party review, the review is awaiting this additional information. 8. Provide a copy of the state dewatering permit, if it has not already been submitted. October 16, 2006 Layton CONSTRUCTING WITH INTEGRITY 't Town of Vail Department of Public Works & Transportation Attn: Tom Kassmel, Town Engineer 1309 Elkhorn Drive Vail, CO 81657 RE: Four Seasons, Dewatering Permit — Layton's Response Building Permit #: B06 -0196 Dear Tom: I am in receipt of your memo dated October 9, 2006 regarding review comments to the Four Seasons dewatering permit and offer the following response: 1. Fully executed CDOT Lease Agreement — The lease agreement has been transmitted to CDOT for signature. We will provide you a copy 'upon receipt 7. Provide back up to HP GeoTech's engineered analysis for Scorpio Condominiums — Per email correspondence with HP GeoTech, dated October 6, 2006, they assumed a compression percentage of 0.1 multiplied by an optimal 1� �\ drawdown depth of 40 feet. Due to the coarse granular nature of the subsoils, undisturbed sampling was not possible in order to produce a compression graph. I have attached this email correspondence for your review. 8. Provide copy of the state dewatering permit — A copy was provided with the G &E Permit booklet, behind tab: Ground Water Permit. Another copy is attached for l' -\,O� your convenience. \� The following is our response to the items discussed in our meeting dated October 11, 2006, but were excluded from your memo dated October 9, 2006: ® Layton Construction Company, Inc. 9090 South Sandy Parkway Sandy, Utah 84070 801.568.9090 Fax 5695450 http: / /www.layton- const.com back from CDOT. 2. Utility Permit expiration date of 11115106 — We are currently in process of requesting a time extension. 3. Discharge lines #4 and #5 — Dewatering plan has been updated to reflect the anticipated gpm flow rates. See attached.0 lnl��ite? . 4. Hydraulic Analysis, Spraddle Creek and West . Meadow's storm sewer - New pump discharge hydraulic calculations (done by Alpine Engineering, Inc.) were. submitted into the Town last Wednesday, October 11, 2006. Another copy is attached for your convenience. k 5. Mathematical error in the Q12 maximum capacity — New pump discharge �ys�hw✓ hydraulic calculations (done by Alpine Engineering, Inc.) were submitted into the ,.►� ��1 Town last Wednesday, October 11, 2006. Same as item above. 6. Engineered Analysis for all surrounding buildings — I have contacted HP GeoTech and an engineered analysis for the Holiday House and Alpenhorn Building are forthcoming. 7. Provide back up to HP GeoTech's engineered analysis for Scorpio Condominiums — Per email correspondence with HP GeoTech, dated October 6, 2006, they assumed a compression percentage of 0.1 multiplied by an optimal 1� �\ drawdown depth of 40 feet. Due to the coarse granular nature of the subsoils, undisturbed sampling was not possible in order to produce a compression graph. I have attached this email correspondence for your review. 8. Provide copy of the state dewatering permit — A copy was provided with the G &E Permit booklet, behind tab: Ground Water Permit. Another copy is attached for l' -\,O� your convenience. \� The following is our response to the items discussed in our meeting dated October 11, 2006, but were excluded from your memo dated October 9, 2006: ® Layton Construction Company, Inc. 9090 South Sandy Parkway Sandy, Utah 84070 801.568.9090 Fax 5695450 http: / /www.layton- const.com 9. Revise and resubmit revocable permit to include West Meadow Dr. — Revised permit was submitted into the Town on Thursday, October 12, 2006. Another copy is attached for your convenience. 10. Provide a tower crane plan with hook heights — See attached tower crane plan from Lewis Equipment. 11. Provide profiles and cross sections for soil nails and show all existing conflicts (i.e. utilities) — See attached letter dated October 16, 2006 from Coggins and Sons. 12. Provide an updated or amendment to the Drainage Report — We understand this to be a G &E Permit requirement, not for dewatering permit approval. However, I have contacted Alpine Engineering and they are moving forward with this request. Please feel free to call at 801 -598 -9203 if you require further clarification. Sincerely, Layton Construction Company Doug Car ey Project Manager Cc: TJ Brink — HB Development Doug Hipskind — Vail Associates Dave Brooks — John Hardy Group Jim McNeil — Alpine Engineering, Inc. File $hRLK uP ro --P� # 3 I IF DWG X95 —h SOUTH WALL F LEVATION VIC W Or F�cCAVA7i0N DWW d 21 IL 04W 6 xmw DWW po- 48" RC ■ 8188• VAULT #22 piecharge Line 9 210 to 480 GPM STORM AOMSSSS INVERT . 0 SEE DW(f X8S -6 UPPER SOUTH WALL FUR ELEVA110M VIEW OF EXCAVATIONiON B G RW Et$Vf� 4011,59.4 OP 40" ROP .. A188.3 w 10 1 E D'HG XBS —e EAST WALL FOR DrVp, OO ED—/ oVICW OF FXCAVAl1bN BRACING CVEI bP DwW #17 NOTE: SHORING —TEIA Ag ON61 si pY7 BF OR Ta' � 9100.8 R.O. MAT 8126-84',— F, rAOO° OF p 811 urge Line 4 to 450 GPM LETTER OF TRANSMITTAL Layton comsrRuc7lms WIiHlNreaRrry TO: Town of Vail Community Development 75 South Frontage Road Vail, CO 81657 Phone: 970- 479 -2148 Fax: 970- 479 -2452 We are sending you: ❑ Attached ❑ under separate cover via ❑ Shop Drawings ❑ Prints ❑ Plans DATE: 10/9/2006 JOB NO.: 6069 ATTENTION: Warren Campbell RE: Four Seasons Resort - Vail CO the following items: ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Samples ❑ Other N0. DATE COPIES DESCRIPTION 10/9/2006 4 Revised Information for Various Permit Submittals - See Attached D For Approval ' ' � copies fora roy ❑ No Exception Taken:: El Resubmit P PP ..a • •, • `• • 2 For Your Use El Make Corrections +Noted El Submit copies for distribution: ❑ As Requested ❑ Returned for Corrections . ❑ Return corrected prints ❑ For Review & Comment ❑ Rejected'. ❑ Reviewed ❑ Revise and Resubmit copies ❑ Please Complete and Return ❑ FOR YOUR REVIEW & SIGNATURE ❑ Prints Returned After Loan to Us ❑ FOR BIDS DUE ❑ PLEASE INITIAL EACH PAGE OF EACH CONTRACT ❑ PLEASE RETURN PLANS AND SPECIFICATIONS BY REMARKS. Warren - Attached are revised and new information for permit submittals for Dewatering, Holy Cross Utility and G &E Permit for the Four Seasons Resort project. Please update the permit booklets accordingly. J Please call my cell (801) 598 -9203 if you have any questions. CC: File Dave Brooks - JHG TJ Brink - HB Development Chad Salli / Tom Kassmel - TOV SIGNED: uoug uarley Project Manager Direct Ph: 801- 563 -4360 Direct Fx: (801) 569 -5450 Email: dcarlev@lavton-const.com Layton Construction Co., Inc. 9090 South Sandy Parkway Sandy, Utah 84070 801/ 568 -9090 Fax 801/ 569 -5450 AA/EEO La.yton CO,"M11CT1NG W/TH 1N1VGR11Y PERMIT BOOKLET UPDATES 9090 South Sandy Parkway Salt Lake City, UT 84070 (801) 568 -9090 • FAX (801) 569 -5450 Date: 10 -09 -06 UPDATES TO DEWATERING PERMIT BOOKLET: Add the following information: New / Replace Existing Please insert Four Season Resort — Pump to Discharge Hydraulics Analysis. If there are any questions please let me know. Thank you. To Ek�:s'tA3C� !2``PuC, 1g O 't i E }C 124 1 Sc ar- leg Z yo 8149 PCV . ©u-T 6L -f ?-o 2-1 to D•;-5 7-22 A'N ..�'%"j j /�G� ; x 2' zw L-=-% f4?7- TIC 69F r> � ��- P-J� 1 621TL::�, 7-#e P910io L�V-�&h*P-4� rle'O'e-4� 495 4��411EYEIO dO-r A AO .,1'006 y y,6aollv, �-i 6 %O - -r� V V 7- a a1 `rte W 7 lb e'_- WW- M 9K ' irk"• 7;�e 9, phem i ,,� QAl r&e /2 C�P &NO -0 � to "PVC, Exe6s6 !iA64Cl TV, THE 57PW&O-r ©� die" E')c /sT1M% 12 "GiyJ� ��arrr 7�vj!5- 4t r _z7-a46E //r/ 7V Pex,z"i►%C-r 1, -i- h�S ltoOr RE��v ea % U1,57w,aO 44 el4 ,ee /Ame, /,v % 7v rz4L=7 dmqieley Y L �7iCL� uP O :PT � Doug Carley From: Trevor Knell [trevor ®hpgeotech.com] Sent: Friday, October 06, 2006 4:00 PM To: Doug Carley Subject: Four Seasons Dewatering Calculations Doug, We assumed a compression percentage of 0.1 multiplied by an optimal drawdown depth of 40 feet. Due to the coarse granular nature of the subsoils, undisturbed sampling was not possible in order to produce a compression graph. I will be in on Monday if you have any other questions. Trevor L. Knell, P.E. Project Engineer is HEPWORTH- PAWLAK GEOTECHNICAL, INC. 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970 - 945 -7988 Fax: 970- 945 -8454 www.hggeotech.corn No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.1.407 / Virus Database: 268.13.0/465 - Release Date: 10/6/2006 i n/1 r)nnnr, ►�P TO T 4�0 I STATE OF COLORADO Bill Owens, Governor Douglas H. Benevento, Executive Director Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Laboratory Services Division Denver, Colorado 80246 -1530 8100 Lowry Blvd. Phone (303) 592 -2000 Denver, Colorado 80230 -6928 TDD Line (303) 691 -7700 (303) 692 -3090 Located in Glendale, Colorado http: / /Www.cdphe.state.co.us November 1, 2005 Douglas Hipskind, Owner Vail Development, LLC 50 S. 6th Street Minneapolis, MN 55402 RE: Certification, Colorado Wastewater Discharge Pcrmit System: Permit Number: COG -070000, Facility Number: COG - 072055 of . coro o * %876 Colorado Department of Public Health and Environment Dear Mr. Hipskind: Enclosed please find a copy of your certification which was issued under the Colorado Water Quality Control Act. You are legally obligated to comply with all terms and conditions of the permit and certifications. Please read the permit and if you have any questions contact this office at (303) 692 -3590. Sincerely, 1 Debbie Jessop, Administrative Assistant Water Quality PTOteCtion Section WATER QUALITY CONTROL DIVISION xc: Regional Council of Government Eagle County, Local County Health Department Mark Kadnuck/Andy Poirot, District Engineer, WQCD Permit File Permit Fees File PAYMENT IS DUE UPON RECEIPT OF THE PERMIT /CERTIFICATION PLEASE WRITE YOUR PERMIT NUMBER ON YOUR CHECK TO ENSURE PROPER CREDIT PERMIT # COG - 072055 INVOICE # 500009603 Your permit covers one (1) quarter AMOUNT DUE S 89.00 Make checks payable to: Colorado Department of Public Health & Environment 4300 Cherry Creek Drive South, ASD -AR -B 1 Denver, CO 80246 -1530 IT 1S ESSENTIAL THAT THIS FORM IS MAILED IN WITH YOUR PAYMENT Permit No. COG- 070000 Facility No. COG- 071055 Page 1 CERTIFICATION A UTHORIZATION TO DISCHARGE UNDER THE CDPS INDUSTRIAL GENERAL PERMIT FOR CONSTR UCTION DEWATERING OPERATIONS (SIC No: 1629) Category 27, Subcategory 2, General Permits, Current fee 589.00 for I quarter per CRS 25 -8 -502 This permit specifically authorizes, Vail Development, LLC c% Four Seasons Resort Douglas Hskind 50 South 6" Street Minneapolis, MN 55402 (612) 313 -0123 with the facility contact Of James McNeil, P.E., Principal, Alpine Engineers, Incorporated (970) 453 -6064 to discharge from the Four Seasons ResortProjeet, located in the NE V4 of Section 7, TSS, R80 W (Longitude 106° 23'30 "Latitude 39 °3845'), in Vail, Eagle County, Colorado (81657); from the discharge points identified as Outfalls 001A -002A, as shown in figures 1 -3 of'the permit and further identified and described in this table. Discharge Points Description I Estimated Flow Rate IAIA -002A Dischar es of treated groundwater prior to entering Gore Creek. I Max = 350 gpm ea. The discharges are to Gore Creek, Segment 8 of the Eagle River Sub - basin, Upper Colorado River Basin, found in the Classifications and Numeric Standards for the Upper Colorado River Basin (5 CCR 1002 -33); last update effective January 20, 2004. Segment 8 is classed for the following uses: Recreation, Class ]a; Aquatic Life, Class,l (Cold);. Agriculture; Water Supply. 'inity (TDS) monitoring:of the discharge will be required. )sphorus monitoring of the discharge will not be required. Antidegradation review.does not apply to this permit because no parameters limited by water quality slarldards.other than pH:are expected r Refer to page 4 of the .permit for applicable limitations and to page 5 for monitoring requirements. T he permittee shall implement and maintain the Bert Management Practices (BMP) for the prevention oferosion and.the control ofsolid and liquid: pollutants due to the discharge. BMPs include various options, such as: modification of the pipe discharge structure to disperse flows; containment, of water by hay bales or other comparable structures; the use of geocloth, filterfabric, or plastic sheeting for protection of containment structures; rip -rap; and/or any other approved methods. rfgroundwater contamination is encountered, then thepermittee is to contact theDivision and, if appropriate, the owner ofthe collection system receiving the discharge. Since the discharge of contaminated group dwater is not covered under this permit, the permitlee shall immediately apply for a groundwater remediation certification which will include appropriate requirements for additional discharge monitoring and on -site environmental response capabilities. The permittee shall provide the Division with any additional monitoring data on the permitted discharge collected far entities otherthan theDivision. This will be supplied to the Division within 48 hours of the receipt of the data by the permittee. This certification to discharge is effective for I quarter. All correspondence relative to this facility should reference the specific facility number, COG - 072055. Christopher L. Gates October 27, 2005 this facility permit contains 19 pages ISSUED AND EFFECTIVE: NOVEMBER 1, 2005 EXPIRATION FEBRUARY 1 2006 Revised 111111005 FOUR SEASONS RESORTS VAIL, COLORADO EROSION CONTROL PLAN zzo . -�{ utw lAlf .OE:1�0.i�lON:('1�.Z _ r---♦ N6fµ1 SGB2lgD tl IbxsyRucy N C11AW -iHt 1 � T� � '�,�"a � St ^`' � 4 ~' , i6ru�at��n "a+ cu s � ` � ..: ,. }•JI ' .. 1 4 i r � . 'C, • %:': .'. 'rr r ri r.r.. � r :� 4 rxr 5`� � �,�,,� - ,2 � ; � i °'trwr , . '; 5..110i• .� . �: Lt ", / '�4.1`�,`.,•: � r � ^Ri •• 'fJI1R11XCE. ^7r� f ' 1 dr W t"d� -• • _ B r a,,,ya. `-- ' --�,.. r ALL OYW� t . II _� , UIG p+n .. is. 'n 1.,... ' '• .. '[L �� U•Y �, � :� w'F• �'7 }• {' .�. bf ,r.1 A. �'tdl r �. :?;� L Y -� � ,.• 1 .. `'r �•� �`i!" to ,�• }.. \\ x.• ;' � +:, s �•uct ', WWALL SMW "> v"+-`. S••.;`'' MffS AT E] GTM oasnlc sTaa PLET To FFO UN seal rr SALE m.+�! EXGTM Mo m ts60 likQ *011 lu M" FIGURE 3 HOLIDAY HOUSE . _ FOUR SEASONS RESORT CONSTRUCTIONDGEO COG-072055 PROJECT 9 PAGE I 02M WWKWAL GO=. sZ05 Sherri Wm COLORADO 6M24 SCALE: 1"=40' SHEET 2 OF 2 �'O" ;°o i cocrmKo. -oL°s c..°..c�bo4'3 *THIS FORM CANNOT BE REDUCED (PLEASE TYPE) TYPES OF IMPROVEMENTS Fence Wall Landscaping Other OWNER OF PROPERTY DJ -6 -Gk ADDRESS 50 8a14 _H SIX M IAIAI EfF POI- IS, MA o.& lb 'kEF50,ETS -VA-u-, L LG LEGAL DESCRIPTION OF PROPERTY TO BE SERVED: LOT BLOCK SUBDIVISION (If necessary, attach description on separate sheet). rjc' � �47'i�G•l�'E'D Corner lot Inside lot DETAILED DESCRIPTION OF STRUCTURE OR ITEM(s) INTO RIGHT -OF -WAY: r 'Siam �� 11A-1!^ �vA- i�l.: FoR 'I�}G• _'FritAiZ SiIS IZESGfZT �P- Gl?lrZil — 501- 54ra -S )<aO& . Does structure presently exist? /u6' Proposed date for commencement of construction In consideration of the issuance of a revocable permit for the structure above indicated, applicant agrees as follows: 1. That the structure herein authorized on a revocable permit basis is restricted exclusively to the land above described. 2. That the permit is limited specifically to the type of structure described in this application. 3. That the applicant shall notify the Project Planner and Public Works Department, or their duly authorized agent, twenty -four hours in advance of the time for commencement of construction, in order that proper inspection may be made by the Town. 4. The applicant agrees to indemnify and hold harmless the Town of Vail, its officers, employees and agents against all liability, claims and demands on account of injury, loss or damage, including without limitation claims arising from bodily injury, personal injury, sickness, disease, death, property loss or damage, or any other loss of any kind whatsoever, which arise out of or are in any manner connected with applicant's activities pursuant to this permit, if such injury, loss, or damage is caused in whole or in part by, or is claimed to be caused in whole or in part by, the act, omission, error, professional error, mistake, negligence or other fault of the applicant, his contractor or subcontractor or any officer, employee or representative of the applicant, his contractor or his subcontractor. The applicant agrees to investigate, handle respond to, and to provide defense for and defend against, any such liability, claims, or demands at the sole expense of the applicant. The applicant also agrees to bear all expenses relating thereto, including court costs and Revised 08/04104 F:\ Users \cdev \FORMS \PERMITS \Revcable ROW Permit .doc t attorney's fees, whether or not any such liability, claims, or demands alleged are groundless, false, or fraudulent. Applicant agrees to procure and maintain, at its own cost, a policy or policies of insurance sufficient to ensure against all liability claims, demands and other obligations assumed by the applicant pursuant to this Paragraph 4. Applicants further agree to release the Town of Vail, its officers, agents and employees from any and all liability, claims, demands, or actions or causes of actions whatsoever arising out of any damage, loss or injury to the applicant or to the applicant's property caused by the Town of Vail, its officers, agents and employees while engaged in maintenance or snow removal activities or any other activities whatsoever on Town of Vail property, streets, sidewalks, or rights -of -way. 5. That the permit may be revoked whenever it is determined that the encroachment, obstruction, or other structure constitutes a nuisance, destroys or impairs the use of the right -of -way by the public, constitutes a traffic hazard, or the property upon which the encroachment, obstruction, or structure exists is required for use by the public; or it may be revoked at any time for any reason deemed sufficient by the Town of Vail. g. That the applicant will remove, at his expense, the encroachment, obstruction, or structure within ten days after receiving notice of any revocation of said permit. 7. That the applicant agrees to maintain any landscaping associated with the encroachment on the right -of -way. 8. That in the event said removal of the encroachment, obstruction, or structure is not accomplished within ten days, the Town is hereby authorized to remove same and have the right to make an assessment against the property and collect the costs or removal in the same manner as general taxes are collected.. . g. That the applicant has read and understands all of the terms and conditions set forth in this application. 1.0, The. Revocable Right -of -way Permit fee is $35.00;.$11.00 of :the fee pays for Eagle County Clerk'and. Recorder recording. Make checks payable to Town of Vail. 11. Special conditions: Signature of Property Owner Date (If joint ownership, both signatures) Signature of Property Owner Date (If joint ownership, both signatures) APPROVED: Project Planner Department of Public Works Revised 08/04/04 F: \Users\cdev \FORMS \PERMITS \Revcable ROW Permit .doc NJ V LEGAL DESCRIPTION OF VAIL PROPERTY A part of Lots A, B and C of Amended Map of Sheet 1 of 2 of Vail Village, Second Filing, Eagle County, Colorado, being more particularly described as follows: Commencing at the Northeast comer of Section 7, Township 5 South, Range 80 West of the Sixth Principal Meridian; thence along the East line of the Northeast Quarter of the Northeast Quarter of said Section 7, and referring all bearings contained herein to said line, S00 109'28 "W, a distance of 39.20 feet; thence departing said line N79 °08'45 "W, a distance of 25.44 feet to the Northeast corner of said Lot A and the Point of Beginning of the herein described parcel of land; thence along the East line of said Lot A and the West right -of way line of Vail Road (50' wide) S00 109'28 "W, a distance of 125.00 feet; thence continue along said line S00 109'28 "W, a distance of 29.15 feet to the Northeast comer of Condominium Map for the Holiday House as recorded in Book 229 at Page 936; thence along the North and West boundaries of said Condominium Map. The following five (5) courses and distances: 1) N73 °43'44 "W, 156.13 feet; 2) S28 °00'55 "E, 67.00 feet; 3) S61 °59'05 "W, 18.27 feet; 4) S28 °00'55 "E, 86.00 feet; 5) S74 °12'22 "W, 101.49 feet to intersect the North right -of -way line of West Meadow Drive (50' wide); thence along said right -of -way line the following two (2) courses and distances: 1) N67 °34'08 'W, 264.42 feet; 2) 58.51 feet along the arc of a curve to the left having a radius of 525.00', a central angle of 6 °23'09" and a chord which bears N70 °4543 "W, 58.48' to the Southwest comer of said Lot C; thence along the West line of said Lot C N10 °51' 15 "E, a distance of 251.25 feet to the Northwest comer of said Lot C; thence along the North line of said Lot C S79 °08'45 "E, a distance of 300.00 feet to the Northeast comer a said Lot C and the Northwest corner of said Lot A; thence along the North line of said Lot A S79 108'45 "E, a distance of 152.65 feet to the Point of Beginning. Containing 118765 square feet or 2.726 acres of land more or less. Bearings are based on State Plane Coordinates, Colorado Central Zone. (104772.DOC) TOWER Tower Crane Type - Comedil 561 -20 Tower Crane Configuration - Freestanding on Concrete Foundation Hook Raach: 27g ft. Hoak Height: 244 ft. Plan View of Crane Locations L aRcl< of is Xf-�M .# p ! aolerinp COmCd11561 -20 C- rr - rT M 90 27.57 175 401 146 45 50 55 60 65 70 75 so 65 y Las T 22.050 10.0 16.160 14.300 15.5,0 10, .9]0 9.750 .39 J.9S 3.95070 3 �24 2.966 2912 5Z5S RILif N M eUT OiN eYlgM Iea14l a enYb�lllTlnMlMOwe MT VeMaaWgell MnTxe�Mwa O.EI1awxGBn ElIwE IY.OENEi MOMI.IQY]IIMR a�NGTE.MOGe011E.0 OwUGlla, at4 i MfAxraV: laeaxNLYERx .uEiiriwYYronnaaxomeW wNwro auNOONxooxnKe eua.wa®Eee�Mav >cEwaraYwnox. l mNEULTMOMMaMNEMwE ✓M1IOI/mnMY�EIOYYtpNxKRMT' EMMEEMeLneW Oe61eN911GVK uwa4ouwartaoTac res wrwaaerYMEewanrvlwKew .YExrcoY..wrKO rtE •. aTlnweasuerreeaver. lleweeu4WOMaK�exmrowwm YrunWnNNnresoaaL i O]NmxLla fD9lCmENEIRMNIGN K1YM611Y EORYwnIIY dE CexTACT. a. a%IIYM ei W1NMa0Mx4 vaH meN♦YE1YMA eniM1M�I1LwAV♦NC %E wuwaumreweeEEEar. . ♦. ni CONRNfa Ma K4Kem Ka40aweTKYNl1 Wx1109�MLMTb NNWTR. TOWER CRANE 1 Tower Crane Type - Comedil 561 -20 Tower Crane Configuration - Freestanding on Concrete Foundation `- _,.Hook Reach: 202 R. Hook Height: 20411. *1ooeelry nD .C=eAil 56120 caou 1 ; 110 115 131 147 164 Teo 55 197 60 213 65 230 70 246 75 262 so *1ooeelry nD .C=eAil 56120 caou TT 110 115 131 147 164 Teo 55 197 60 213 65 230 70 246 75 262 so y ]3.41 35 40 45 So 210.0 29.496 1t: 0 11.140 13:9 15.660 /5 25D. 70,.656 2.350 6690 7960 L6f 310 T Z O Q ZLUO O Z J go §g "4%JQ O W E/� CL aCr W a —S . ~b^ 7 m�-r- � am Ua c CD U o w o 0 � J 4pa l7 J a 'o N r D U O • ,C (OGGINS & s 1 13p�� �tp -i"v z -rEm *jil Caisson Drilling;, Excavation Shoring, Tieback Anchors Mr. Doug Carley Layton Construction 9090 South Sandy Parkway Sandy, Utah 84070 Re: Four Seasons - Utility Conflicts Dear Mr. Carley, October 16, 2006 The following will provide information regarding our design approach and the diligence, which Coggins and Sons adheres to in integrating existing utilities into our earth retention design. At this time the type of system proposed for this project is a reinforced shotcrete wall with soil nail anchors. Before our proposal is assembled, our engineers perform a complete design, including calculations, and quantities required. for the system that will be installed. The design approach includes interpreting data provided in the soil investigation, structural, civil, and architectural drawings, and utilizing one or more computer analysis programs. The programs used for this particular project include, Snail, this program is a soil nail wall design and analysis program developed by the California Department of Transportation. We have used this program on numerous successfully completed projects in the past and have found it to be an excellent method of designing reinforced soil -nail walls. We also utilize a program called Slope/W for additional slope stability analysis. This program is considered "state of the art" by most in the geotechnical field, and provides further confirmation of the design, and required safety factors. Additionally, this project has been designed and will be installed following criteria as out lined in the Federal Highway Administration Manual (FHWA) for soil -nail wall design and construction. Once construction plans have been completed, layout of the future structure and earth retention wall will be accomplished in the field. During this same time period utility locates will be performed to determine every utility that lies within our construction area. Page 2 Utility Conflicts Based on the utility locates, our field supervisor will then determine which utilities can be readily surveyed with accurate horizontal dimensions (tied to building grid layout) as well as vertical elevations. For any utilities, which this information cannot accurately be determined, potholing will be required. Potholing will be performed utilizing a vacuum method. This method is performed by pressured water and suction of materials, so no damage occurs to the utility. As each utility is located, location survey will be performed, again both horizontally and vertically tied to building grids. This procedure will be performed for all utilities with in our work area. This'survey information will be assembled by our supervisor and transmitted to Coggins and Sons staff engineer. The engineer will then cut cross - sections reflecting the relationship of the future soil nails and existing utilities. These cross sections will be "cut" as often as necessary to assure utilities will not be disturbed, interrupted or damaged. If, during the cross - section process it is determined that there is interference between soil - nails and utilities, our engineer will provide design modifications, which may include, adjustments in soil -nail elevation, location, or angle of inclination, to eliminate the conflict. The process described above has worked very well for Coggins and -Sons on ma proje rough out Colorado and the Rocky Mountain region, including the onnenalp and /One Willow Brie in the town of Vail. We are confident that this proced`uie wr work jfusCaswelt on this project. Please feel free to call if you require further clarification of the process described above. Sincerely, Larry Coggins Y ts5�f"