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Home My WebLink Aboutpitkin.bldg.273707203005, 273707206001, 273707206002CLEARING, GRUBBING AND EARTHMOVING PERMIT APPLICATION 130 5 Galena Street. Aspen, CO 87611 970 - 920 -5526 Fax 970- 920 -5439 Permit # 0 0 37- C)—(D I p CA, �'' 73 www asoenoitkin com Receipt # VALID PERMIT MUST BE KEPT ON SITE AT ALL TIMES Permit valid for one year unless otherwise specified. 1. Job Address. L Z (— � J �vb2 Su�d:v; s: 7+v� 3oC (2�-i- t'S7�'ri• ��. 2. Legal descnption of property 3 Name: �• Contact Number. Mailing Address: 053c C) s TrcQ L15 C7 IVS 2 CO S,s1 6 t1 4. - sAatMOrizedAge ec Mailing Address: n 5-F-rn s 2 -�'-3 13n S, �r`�Lpna ST 'rt'S z� w 16 Maihng Address: q 1'3c S. (5 < >iQVw 5T. ?5 ti 6. Archi e t or Engineer on Record: Contact Number: Mailing Address: 7. Parc ID number of property where work will occur: Check http: / /www.aspenpitkin .com /Departments/Assessor or call the 2434 c—A 0 i?oo', Pitkin County Assessor's Office at 970- 920 -5160 for the parcel ID number. 07. 7 3�C Z 300 8. Property also known as. (Provide a detailed map showing the location at legible scale) 9. Land use approval number(s): 10 Type of work: Bem(s) Trench(es) Tmil(s) Undergrounding Utilities Ponds (s) or other water diversion(s)_ Clearing /Grubbing Site Grading Other 11. Type of material to be excavated or placed on property: 11 a, Material will be brought from: L p j`-z cZi' 1lb. Is the material possibly contaminated? Yes No4. 11c Excavated material will be taken to: ti Ar 12. Description of work: �—c S c't-�C e.ti es 4' L.> a G ^y5�!''r� S 'C {�c•Jl Total acreage or square footage of disturbance: lb �i Total cubic yards of material moved: Max cut depth: Max fill depth. H �_ P Ftheisturbfresult ject result in disturbance of >_ 1 acre of land? Yes No�_ you answered "Yes ", submit a copy of your state Construction Stormwater Permit or R- Factor waiver. Information on this permit is vailable at: http: //www.cdphe. state. cc. us/ wq/ PermitsUnit /stormwater /construction.html. rtion of the project already complete? 7�1 y If yes, give reason and date(s) of prior construction activity. roject disturb /result in removal of any vegetation? Yes Nof you answered "Yes" submit a revegetation plan, including a plant list with scientific names of species, planting schedule and method f irrigation The County's Revegetation Guidelines are available at: http. /Aw .aspenpitkin. com /Departmenls/PubIIUWorks/Land- anagement. ow will you prevent the establishment of noxious weeds al the project ?�., Z •M Vc. 5 w LL ao—s o bz Moen -!z%r� 16. WII the project result In disturbance of any wetlands or riparian areas? Yes Nom_ 16a. If you answered "Yes ", submit a description of your revegetation /mitigation plan, including a plant list with scientific names of species, planting schedule and method of irrigation. Also submit a copy of your U.S Army Corps of Engineers Sec. 404 permit in connection w any disturbance of "jurisdictional waters" of the U.S. Contact the U.S. Army Corps of Engineers in Grand Junction (970 - 243 -1199) for information on Sec. 404 permit requirements. Earthmoving Permit 201 1x1 ,v--� 8.1.11 Uto000.1 J5AA 17. Will the project involve work in the Piton County Right of Way? Yes X No 17a If you answered "Yes" a County Right of Way Work Permit must be obtained prior to commencing work. Information on this permit is available at: http / /www.aspenpitkin.mm/ Departments /Public - Works /Engineering- Road - Bridge or by calling Public Works at 970 -920- 18 Will the project disturb /involve work in the 100 -year flood plain? Yes No 18a. If you answered "Yes" a County Floodplain Development Permit must be obtained prior to commencing work. Information on this permit is available at: http /hw✓w.aspenpitkin.mm /Departments /Community- Development - Pitkin- County/Planning- and - Zoning /Land -Use- Engineering/. Having carefully read the requirements, I (Applicant) hereby agree to the terms and conditions described within. This form is a permit only when validated by County staff. Work started without a permit will be subject to Pitkin County enforcement action and charged double permit fees. 19. Signatu pplicant• 19a. Date: -'()I /IL 20. Sign re of Property Owner(s): 20a. Date: 7111 FOR STAFF USE ONLY DO NOT WRITE BELOW THIS LINE j: 21. Additional Terms and Conditions of Permit (check all that apply): At the time of issuance of this permit you are required to post $ as financial security to ensure successful _ completion of your revegetation plan. These monies will be held for two growing seasons from the date of completion of the project and will only be released at that time if a site visit by Pitkin County Zoning confirms that successful revegetaton has been accomplished. Applicant is obligated to contact Pitkin County Zoning (970 -429 -2799) to schedule the required two -year site visit. The monies will be forfeited if successful revegetabon is not conformed after two growing seasons, or if Applicant fails to timely schedule the required site visit. _ Documentation of decreed water rights is required. Documentation of State Engineer approval of a jurisdictional sized dam, or documentation of filing of a Notice of Intent to _ Construct a Non - Jurisdictional Water Impoundment Structure (in the case of non - jurisdictional size dam) is required. Other: Minor Clearing, Grading, Grubbing and Earthmoving Permit Application (less than 100 cy): $415.00 (Flat fee due at submittal) Major Clearing, Grading, Grubbing and Earthmoving Permit Application (more than 100 cy): $643.00 (Flat fee due at submittal) The following additional referral fees may be required to be paid prior to issuance of this permit for major projects: County Engineer Referral Fee $225 Additional Flat Fee for Applications Involving Large Scale Undergroundmg of Utilities R Earthmoving Projects 121.5 You will also be invoiced by Pitkin County Staff for any review and follow up inspection time exceeding 3 hours at a rate of $150 /hr. Date Perrot Application Permit Flat Fee (due at submittal). Check # Received Additional Fees (due at issuance). Check # FEE Date Pemut Issued TOTAL (no refunds)' 12 Staff Comments 23. Approved by Pitkm County Engineer (if req'd): 23a. Date: 24. Approved by Pitkin County reveg spe 24a. Date 25. Approved by = g2oning. 25a. Date � (� 8.1.11 Earthmown mit 2011.xls 0 0 0 0 0 Hun�o v-- Come- � T v-caA 1 f ernsi v� l� rn-1 Cs0 V Q ea-r M i -t- - c c ✓�� Cl I vod 00-vn POLY "k-. A t c �i c-cA, or 3 ce-�- -t vy�-Qps Obb - rioJh� o6 0" lar\c C) Lo \P-V- Ia n oaQ rq�oc) 000003 Susan Pearson From: Austin Weiss Sent: Friday, July 27, 2012 11:14 AM To: Susan Pearson Subject: RE: Hunter Creek Trail Extension Attachments: HCT Reveg Plan.pdf Hi Susan, I am still waiting to receive the stamped drawings from our engineers for the bridge. They should arrive today. I have attached the requested revegetation plan but will also send over 2 hard copies along with the stamped drawings once I have them. I have added responses to your questions below in red. Please let me know if you have additional questions. Thanks, Austin Austin Weiss Trails Manager, City of Aspen 970- 429 -2023 From: Susan Pearson Sent: Friday, July 20, 2012 4:39 PM To: Austin Weiss Subject: Hunter Creek Trail Extension Hi Austin, I thought I had better get started on your review and I did see a couple things you can start working on The bridge needs stamped drawings — and the drawings you gave me say "Bid Set" they can't say that and must be wet stamped by an engineer. They should arrive today and I will get them to you ASAP. It looks to me that the bridge spans the creek bed — I need proof that it spans the creek bed and that you are not doing any work in a wetland area or a floodplain The bridge drawing from the engineers illustrates the creek bed and shows that the bridge does indeed span the creek bed. Are you de- watering anything for this work? No. Are you disturbing more than an acre in total for the project — in which case you will need a SWMP through the state. No. The disturbed area is calculated to be 38,100 Sq. Ft. which is .89 acres. There is nothing that speaks to revegetation — I need an 11x17 that shows me you will be seeding the disturbed access and staging areas for the building of the trail - with one of our approved mixes — or something native. Revegetation map is attached to go along with the revegetation protocols that I submitted with the permit application. I will send over 2 hard copies along with the stamped bridge drawings. That is probably good for now Thank you Susan Zoning Officer, Certified Flood Plain Manager, Revegetation Specialist Piton County, Community Development 130 S Galena Street, Aspen, CO 81611 Cell. 970.618 -9963 Phone. 970 429.2799 Fax. 970.920 5439 Susan Pearson@co pitkin.Go us 000004 KLEIN, COTE & EDWARDS, LLC ATTORNEYS AT LAW HERBERT S. KLEIN' hsk@kcelaw.net 201 NORTH MILL STREET, STE. 203 LANCE It. COTE, PC' Ircgkcelaw.net ASPEN, COLORADO 81611 JOSEPH E. EDWARDS, 111, PC' leK_t)keelaw.nct TELEPHONE: (970) 925 -8700 KENNETH E. CITRON' keitrong- kcelaw.net FACSIMILE: (970) 925 -3977 MADHU B. KRISIINAMUR'I'1 mbkrkcelaw.net %mw1;ce1aw_net OF COUNSEL. JOSEPH E. EDWARDS, JR., PC' Jcw,r kcelaw net ' ilso Wmin W m Hruau 'dw.&.inWm CA-a-- ' ilso WwtW u Hiss Y.A ud �fusechuuns 'ilsa W.1s In T11. August 3, 2012 VIA Email: austin.weiss@ci.aspen.co.us Austin Weiss City of Aspen Trails Manager Re: Extension of Hunter Creek Trail through Rubey Subdivision, Parcel 5 Dear Austin: This letter is sent on behalf of the owners of Parcel 5, Rubey Subdivision. Ron Baar and I met with you on multiple occasions on the property to view and approve some very minor deviations from the platted trail alignment. At the last on -site meeting you asked if it is acceptable with the property owners that you and your construction crew temporarily use an obvious "bench" that is adjacent to and slightly north of the trail for construction staging. We agreed this is acceptable. Any right to use the "bench" is subject to: (1) the City adding all of the owners of Parcel 5, Rubey Subdivision to the City's liability insurance policy prior to any work starting (I can provide you names and addresses), and (2) the City's agreement to complete the restoration plan for the property, including restoration of any disturbance of the bench. Also, any right to use the bench will cease on completion of initial construction this fall and any future construction or repair activities will need to be performed from within the easement area unless permission is granted in the future for the use of land outside of the trail easement. Please let me know if I can be of further assistance. Very truly yo A, KLEP4-. -CPTF & EDWARDS, LLC �i1� —'and Deneise Saenz Ron Baar Lot 4 Owners 00000.5 003920112.?�.e� HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN Project Address: R Lot 5 Rubey Subdivision FCF /V 300 Red Mountain Road J&Z Aspen, Colorado 81611 "hi'7 192 0 F'o j? vn�'eoiiy;,� Lots 1 & 2 Willoughby Pond Estates Subdivision apt Willoughby Way Aspen, Colorado 81611 Parcel ID: 273707203005 273707206001 273707206002 Permits Applied for. Earthmoving Permit Property Owner: Pitkin County Open Space and Trails 0530 E. Main St., 3rd Floor Aspen, CO 81611 Owner's Representative: Austin Weiss City of Aspen Parks Department 970- 429 -2023 austni.weiss @ci.aspen.co.us Contractor's name: City of Aspen Parks Department Austin Weiss. Project Manager 000006 970- 429 -2023 austin.weiss @ci.aspen.co.us HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN TABLE OF CONTENTS 1.0 DESCRITION OF WORK 2.0 PUBLIC NOTIFICATION PLAN 3.0 DATES OF CONSTRUCTION 4.0 HOURS OF CONSTRUCTION 5.0 HOW WILL EXCAVATED SOILS BE USED Attachments A. Site Plan(s) Showing: 1. Disturbance Area 2. Revegetation Plan 3. Sediment and Erosion Control 4. Emergency Vehicle Access 5. Staging Areas B. Project Sign C. Contact List D. Sequencing Schedule E. Traffic Control and Emergency Access Plan F. Revegetation.Plan G. Fugitive Dust Control Plan 00000'? r HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN 1.0 DESCRIPTION OF THE WORK The construction of the Hunter Creek Trail Extension will encompass the earthwork associated with building a 4' wide crusher fines trail within a 15' wide and 20' wide recreational trail easement. Work will include: • Installation of silt fence, straw bales or COIR rolls /waddles for erosion control • Clear and grubbing trail corridor • Grading and earthwork • Construction of boulder retaining walls with onsite boulders • Import of structural fill • Placement of crusher fines • Construction of bridge abutments • Placement and assembly of 6' wide pedestrian bridge • Construction of 2' high pedestrian crosswalk on Red Mountain Road 2.0 PUBLIC NOTIFICATION PLAN All construction activity that has potential impacts to the public will communicated via Public Service Announcements, Press Releases and Newspaper ads. The project manager will work closely with all adjacent neighbors to provide regular updates and notification of significant construction related impacts. 3.0 DATES OF CONSTRUCTION The project is planned to begin on Monday, July 23rd and is estimated to be completed by October 1st, 2012. 4.0 HOURS OF CONSTRUCTION The planned hours of construction are 7:00a.m. until 5:00p.m., Monday through Friday. No work will be permitted on Sundays or Holidays. 000008 �I IN ee, HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN 5.0 HOW WILL EXCAVATED SOIL BE USED? All excavated soils will be used onsite for structural fill and topsoil. ATTACHMENT A: Site Plan The Hunter Creek Trail Extension is located along the north bank of Hunter Creek between the Hunter Longhouse and the Rio Grande Trail. Please see attached (Exhibit A) site plan and vicinity map for site access. 000009 EXHIBIT B: Project Sign HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN Hunter Creek Trail Extension Building Permit # TBD Contractor: City of Aspen Parks Dept. Contractor Contact: Austin Weiss Emergency # 970 - 429 -2023 24 Hour Emergency Contact # 970 - 274 -2168 000010 HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN EXHIBIT C: Contact List Hunter Creek Trail Extension Project Contact List Owner: Pitkin County Open Space & Trails Gary Tennenbaum 970920 -5355 Contractor: City of Aspen Parks Department Project Manager: Austin Weiss 970- 429 -2023 970 - 274 -2168 City and County_ Phone Numbers Pitkin County Sheriff 970- 920 -5300 City of Aspen Police Dept. 970 - 920 -5400 Aspen Fire Dept. 970- 925 -1220 Poison Control 800 - 222 -1222 Utility Companies Holy Cross Electric 970- 925 -7311 Qwest 800- 244 -1111 Source Gas 970 - 927 -0482 City of Aspen Water 970 - 920 -5110 Aspen Consolidated Sanitation District 970- 925 -3601 Comcast 970 - 925 -4098 €300011 4 HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN Exhibit D: Schedule Task Name Duration Start Mobilization 2 days Mon. 7/23/12 Traffic Control 49 days Mon. 7/23/12 Clear and Grub 10 days Wed. 7/25/12 Bridge Abutment Construction 12 days Wed. 8/8/12 Bridge Assembly 5 days Mon. 8/27/12 Boulder Wall Construction 3 days Tues. 9/4/12 Boardwalk Construction 10 days Mon. 9/10/12 Trail Excavation and Grading 5 days Mon. 9/17/12 Crusher Fines Placement 3 days Mon. 9/24/12 Pedestrian Road Crossing Construction 5 days Mon. 9/24/12 Finish Tues. 7/24/12 Fri. 9/28/12 Tues. 8/7/12 Thurs.8 /23/12 Fri. 8/31/12 Thurs. 9/6/12 Fri. 9/21/12 Fri. 9/21/12 Wed. 9/26/12 Fri. 9/28/12 000012 HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN Exhibit E: Traffic Control and Emergency Access Plan Construction access will be off of Red Mountain Road due north of Hunter Creek. Appropriate signage will be place throughout the duration of the project. • Shoulder Work Ahead • Trucks Entering Highway Construction of the actual road crossing of Red Mountain Road is projected to require 5 days and will require additional signage and flaggers as the road will need to be reduced to one lane for the two days of the concrete pour. Additional Signage will include: • Caution Flagger Ahead • Be Prepared to Stop Emergency Access to the site is from Aspen on Mill St. and Red Mountain Road. Trail will intersect Red Mountain Road due north of the Hunter Creek Bridge. 0 11 00i3 HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN Exhibit F: Revegetation Plan All revegetation will be completed by the City of Aspen Parks Department and will be limited to seeding and erosion control. The following is the seeding protocol to be used on the project: Soil Prep: • Top soil should be good clean organic soil (free of weeds and rocks) • Minimum top soil requirements is 6" in depth Seeding Procedure: • Hand broadcast (spread seed be hand) • Rake seed into top soil no more than %to %" deep (soil seed contact is critical for growth) • Cover area with weed free straw (holds moisture and protects seed) • Utilize a wood fiber mulch tackifier to retain straw, moisture, and seed • Irrigate for a period of two years or until established (don't let soil dry completely but do not create pooling of water) Weed Management: • All mulching materials and seed mixes should be certified weed free. All disturbed areas during and after construction shall be maintained free of weeds. This will enable the desired vegetation to thrive without the crowding out tendencies of aggressive undesirables. Once seeding becomes established, weed control must continue, though the need should diminish over the years. Native Seed — Upper Big Mountain Sage Interface • Indian Rice Grass'Nez Par' - Achnatherum hymenoides "Nez Par 3.0 Ilbs /acre • Sideoats Grama — Bouteloua curtipedula'Pierre' 4.0 Ilbs /acre • Sandberg Bluegrass— Poa secunda 'Sherman' .5 Ilbs /acre • Thickspike Wheat Grass — Elymus lanceolatus 2 libs /acre • 'San Luis' Slender Wheatgrass— Elymus trachycalulus 3 Ilbs /acre • 'Garnet' Mountain Brome — Bromus marginatus'Garnet' 3 Ilbs /acre • Arizona Fescue — Festuca ovina 'Arriba' 2.5 Ilbs /acre • Sand Dropseed — Sporobolus cryptandrus .5 Ilbs /acre • Mutton Grass -- Poa fendleriana .5 Ilbs /acre • ' Arriba' WesternWheatgrass— Pascopyrumsmithii'Arriba' 2.5Ilbs /acre • Mountain Sage — Artemesia tridentate vaseyana .25Ilbs /acre • Rubber Rabbit Brush - Chrsothamnus nauseosus 2 Ilbs /acre 000014 HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN • Prairie Sage — Artemesialudviciana .25llbs /acre • Fringed Sage —Artemesia frigida .251Ibs /acre • Hairy Golden Aster— Chreopsis villosa .25 Ilbs /acre • Lance LeafCoreopsis — Coreopsis lanceolata .511bs /acre • Silver Lupine - Lupinus argenteus 1.0 llbs /acre • Blue Flax — Linum lewisii .5llbs /acre • Rocky Mountain Penstemon Penstemon strictus 2.0llbs /acre • Scarlet Globemallow — Sphaeralcea coccinea .511bs /acre • Arrowleaf Balsam Root Balsamorhiza sagittata .5 Ilbs /acre 0 000I '.) Exhibit H: Fugitive Dust Control Plan See Attached. HUNTER CREEK TRAIL EXTENSION CONSTRUCTION MANAGEMENT PLAN 000016 PITKIN COUNTY FUGITIVE DUST CONTROL PLAN Property Owner(s): Pitkin County Open Space and Trails Property Address: 300 Red Mountain Road Zip Code: 81611 Parcel ID: 273707203005 Contact Person: Austin Weiss Phone Number: 970 -429 -2023 Email Address: austin.weiss @ci.aspen.co.us Fax Number: 970 - 920 -5128 Describe the development activity: Construction of a 4' wide crusher fines trail. Installation of a 6' wide wooden Development of a concrete pedestrian crossing on Red Mountain Road. Total area of land in project: Date earthmoving will commence: Total area subject to earthmoving: bridge. 1/3 Acres 7/25/12 Stop: 9/28/12 Total disturbed area at any one time: 1/4 Area to be paved (roads, parking 1/16 lots): Date paving will be completed: 9/28112 Estimated time to complete entire project (includes buildings): List any known or suspected contaminants in the soil: N/A Acres Acres Acres 9 weeks Check the dust control measures which you propose to implement: I. Control of Unpaved Roads on Site 0 Watering E3 Frequent (Watering frequency of 2 or more times per day) in As needed Application of Chemical Stabilizer Vehicle Speed Control Speeds limited to MPH maximum. Speed limit signs must be posted. (Generally 30 mph is maximum approvable speed on site.) ® Gravelling II. Control of Disturbed Surface Areas on Site El ■ ■ Watering 0 Frequent (Watering frequency of 2 or more times per day) [x As needed Application of Chemical Stabilizer Covering Large Mounds of Soil Exposed for >24 Hrs Vehicle Speed Control MPH maximum. Speed limit signs must be posted. Speeds limited to Revegetation 0 Seeding with mulch j® Seeding without mulch ® Furrows at Right Angle to Prevailing Wind Depth of Inches (must be greater than 6 ") furrows 2 -13 -08 GOU011 Compaction of Disturbed Soil on a Daily Basis to Within 90 %of Maximum Compaction (As determined by a Proctor Test). Foundation areas only All disturbed soil. Wind Breaks Type: (E.g., snow fence, silt fence) L-11 Synthetic Or Natural Cover For Steep Slopes. Type: (E.g., netting, mulching) Prevention of Mud and Dirt Carried Out Onto Paved Surfaces. Prevention Gravel Entryways Washing Vehicle Wheels Other: xi Cleanup of Paved Areas Frequency: As needed E Street Sweeper F1 Hose With Water Other: List Any Other Control Methods: Times Per Day I agree to institute and maintain these fugitive dust controls at all times during development. I further acknowledge and agree that may be required to supplement or modify the controls specified above during the course of my project if conditions warrant (e.g., more frequent watering during periods of prolonged drought). Austin Weiss Signature of Person yrm 7/19/12 Austin Weiss Trails Manager, City of Aspen Name (please print) Title Submit this form to: Pitkin County Environmental Health & Natural Resources 0405 Castle Creek Rd., Suite 10 Aspen; CO 81611 Phone'. 970.920.5070 Fax: 970.920.5077 www.aspenpitkin.com/ehn FOR COUNTY USE ONLY: Approved /` Denied By: Date: ,20_ 001Q0ils 2 -13 -08 2 I c� 0 Q •0. r_ VIEW FROM EXISTING RIO GRANDE TRAIL LOT ONE IY PONDS S a i � a FGFNO: - . C. , . ..,. NoF m.rt asf.Rn O . [SRl. Rp `X TP.h • c L.T. T.111.. 1 NOT. TM= TPIRME.0 LO[/.TMi Vf Rie 4wxp¢ iw.ii -TW. CRwemc IN. MOUN1nn1 Rno (RE O11CR. -N, PM RI..Rf) r t ti 3 f EASEMENT LOCATED IN THE HUNTER CREEK RIVER BED EASEMENT WETLANDS 2O- ,DEWCREEK !RA" E T Yi / I t iM pp tt � f nT��l y ?4�i I �i I � v o p. •, °� _ 1 sk � a„P 'F � v L•',. rSlga. Nr y� I; F v IC ir EXIBTING PEDESTRIAN BRIDGE {{ F 2 R S 4';° SIMILAR aPrD(rIF TYPE 10 BE TN�TALLED AT PROPOSZD BRIDGE LOCATION Y -t $ '1 oP F} P° js+ Y 2 Y G O C iV F-+ u OJ�O OR • cROZSING PR�Qt� T RA L NEeo CROSSING _ _ OR AHEAD _ ovw n.. ran Gne. ern...en LED LixE- Ox -aiax. W7 10 -7 PEDESMUN WARNING SIGNS UP AND GOWN FROM PED CROSSING je s\ POSSIBLE BOULDER WALL LOCATION WIIG -1 DMDER /S MS -18L AWL o. PROPERTY LINE HINTER REEK } U%Ex A�TI r. r a1II•+11D LEWD L. It xa . B1.x• NRSI•ER r. L� • aRN 11•I 1x' R c Q P TRMN CROSSING (sa +aaec• .WWMI rov vEa av mae ♦ sump: mnp CITY OF ASPEN BUNTER CREEK CROSSING �r GRAPH C SCALE iw - r• I i P' RAISED COLOR CONCRETE PEDESTRIAN CROSSING Cp�Er wr SFGT/ON A SECRON B PEO. XING OxoCURS B GUTTER Pb'D85'2MAN rt CROSSIM + OPT/ON C" _ Pedestrian Bridge Location _ z �r It r . a & 0 0004. r 000024 Rendering of Proposed Hunter Creek Brid e Crossing . "Fff f.i,) ��.yt' �S'��' ..lj'f. .. .' '.NY!� f�'ifG,i(�f,?Cf Y.N�!�12t4?1• �� }, s q<_ Ak ,1 A d r �4 2 41 {t�sy` �yJ t ti'1`r T s q<_ Ak ,1 A d r �4 2 41 {t�sy` �yJ t ti'1`r 0 Revegetation Area J� lit(. Hunter Creek Trail Extension Revegetation Plan -Area to be revegetated 0 i �! I ( Seeding Pro toc Seed will be hand broa ast •Seed will be raked in top soil ore \ Area will be cove',�y,�lwith d free straw A wood fiber m�Eh tack' ier wig be utilized to straw, moisture, and seed Revegetation Area I_ 1 inch = 83 feet a C� I W deep Native Seed Mix Nagve Seed— Upper Big Mountain Sage Interface • India Rice Grass'Nez Par' - Achnalherum hymenoide °NevPaf' 3.0 Ilbs /acre • Si oats Grama — BOuteloua curtipedula'Pierte' 4.0 llbs acre • S ndberg Bluegrass — Poe secunda 'Sherman 75 "bats re • hickspike Wheat Grass— Elymus lanceolatus 2 "bats re • San Luis' Slender Whealgrass — Elymus tra chycalulus Ilbslacre 'Garnet' Mountain Brome — Bromus marginatus ' Garne '3 fibs /acre Arizona Fescue — Festuca ovina 'Arriba' 2.5 Ilbs /acre • Sand Dropseed — Sporobolus cryptandrus .5 Ilbs /ac • Mutton Grass -- Poa fendleriana .511bs /acre • 'Arriba'Western Whealgrass — Pascopy rum smithf Arriba' 2.5 Ilbs /acre • Mountain Sage — Artemesia tridentate vaseyana 5 Ilbs/acre • Rubber Rabbit Brush - Chrsothamnus nauseos s 2 Ilbs /acre • Prairie Sage —Artemesia ludviciana .2511bs! cre • Fringed Sage — Artemesia frigide .25 llbs/acre • Hairy Golden Aster— Chrsopsis vglosa .251lbs /acre • Lance Leaf Coreopsis — Coreopsis Ianceolata .511bs /acre • Silver Lupine - Lupinus argenteus 1.0 llbs /acre • Blue Flax— Linum lewisii .5 llbs/aOre • Rocky Mountain Penstemon,,Penstemon stdctus 2.0 libslacre Scarlet Globemallow— Sghaeralcea coccinea .51lbs /acre rrowleaf Balsam Rgor,Balsamorhiza sagittata .51Ibs/acre H� r cr k � b 7890 7885 7880 7875 7870 7865 i EXISRNG FENCE ING TRAIL B/F ABUT SOUTH I STA 10 +42.26 N 1499707.66 t 52' -11' B/F TDB F E 2628278.96 ( I 52'-0* CLEAR BETWEEN BACKWAUS 7883.66 , 40 1 o - } - z BRIDGE PLAN 0 5 10 SCALE: 1' = 10' 003920112 DESIGN DATA: 1. BRIDGE HAS BEEN DESIGNED FOR 120 PSF LIVE LOAD. 2. UNIT WEIGHT OF BACKFILL AND BEARING SOIL. 7 = 120 POUNDS PER CUBIC FOOT 3. INTERNAL ANGLE OF FRICTION OF BACKFILL AND BEARING SOIL, 0 = 30' 4. COHESION OF BACKFILL AND BEARING 5014 Cu = 0 POUNDS PER SQUARE FOOT 5. ALLOWABLE BEARING PRESSURE = 2000 POUNDS PER SQUARE FOOT S. LEVEL BACK SLOPE 7. CLASS D CONCRETE, F, = 4500 POUNDS PER SQUARE INCH 8. REINFORCING Fy = 60.000 POUNDS PER SQUARE INCH 9. 14 SPUCE LENGTH = 2' -l' 9. ALL CONCRETE AND REINFORCING SHALL BE CONSTRICTED IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2011 EDITION. 10. ASSUMED SURCHARGE AS 1 FOOT OF EQUIVALENT HEIGHT OF SOIL TIMBER NOTES: I. ALL DIMENSIONED CUTS AND HDLES N TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE TREATMENT. TREAT ALL HELD CUTS AND BORES WITH COPPER NAPHTHENATE IN ACCORDANCE WITH AWPA SPECIFICATION M4. 2. TREAT GW AM GIRDERS AND DECK WITH PENTACHLOROPHENOL IN HEAVY OIL TO A MINIMUM NET RETENTION OF 0.6 PCF PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF TREATMENT. 3. TREAT BALANCE OF GLULAM MATERIAL WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF TREATMENT. 4. TREAT SAWN LUMBER WITH PENTACHLOROPHENOL IN LIGHT SDLVE14T TO A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C2. 5. GIRDERS TO BE 24F -V5 SP /SP. 6. DIAPHRAGMS TO BE 16F -V3 SP /SP. 7. RAILPOSTS TO BE 24F -V5 SP /SP. 8. PALS TO BE COMB. SYMBOL 48 SP /SP. 9. DECKING TO BE 54'x36' GLULAM PANELS. Fby = 1450 psi, Fy = 145 Psi. 10. VERTICAL PICKETS TO BE DOUGLAS F9t- LARCH, S4S. 11. RAILPOST BLOCKS TO BE DOUGLAS FIR - LARCH. 12. GIRDERS TO INCLUDE A SHOP CAMBER OF 141 13. ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED. 14. ALL TIMBER CUT OR DRILLED IN THE FIELD SK61L BE TREATED WITH AN APPROVED PRESERVATIVE. 15. ALL HARDWARE TO MEET ASTM A307 -97 AND ALL STRUCTURAL STEEL TO MEET ASTM A36, EXCEPT AS NOTED. ALL TO BE GALVANIZED PER CURRENT STATE SPECIFICATIONS AND /OR PASHTO MATERIAL SPECIFICATIONS. 16. ALL TIMBER TO BE CUT TO EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT. 17. BEARING PADS ARE UFILAMINATED, THEY SHALL BE CUT OR MOLDED FROM AASHTO ELSTOMER GRADE 3, 4, OR 5 AS DESCRIBED IN TABLES 705 -1 AND 705 -2 WITH A DUROMETER (SHORE 'Al HARDNESS OF 60. FOUNDATION NOTES: 1. MICROPILE FOUNDATIONS SHALL BE DESIGNED FOR THE INDICATED LOADS AND INSTALLED BY A PREOUAunrD MICROPILE CONTRACTOR IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 2. MICROPILE BEARING PLATE SHN.L EFFECTIVELY DISTRIBUTE THE DESIGN FORCE TO THE FOOTING CONCRETE SUCH THAT THE CONE SHEAR REQUIREMENTS OF ACE 349, APPENDIX B. ARE MET AND THE BENDING STRESS DOES NOT EXCEED 0.55 Fy FOR THE STEEL r 7890 Dote: Sheet Revisions As Constructed Name: Dote: Comments Init. lDka911Au6cYMb, Y11: No Revisions: Scale: Vert. Scale: As Noted C= ®TM"'d'°°"B' Designer: IXtpOtion Unit Leader Initials 0 uxMr,ammxas 9 O Revised: Retailer: Void: 7885 7880 MICROPILE APPLIED SERVICE LOADS COMPRESSION TF}1510N ABURAENIB k PIERS 75 KIPS 25 KIPB 7875 A 7870 JU� IcF��F� 7885.,yeu /j� /ng�B.G%% BRIDGE GENERAL LAYOUT Subset: US Structure LX Number: B -01 Subset S 000027) xcall Call below. oem,. roo eie BID SET 2012 -01 -DO Project No. /C HUNTER CREEK PEDESTRIAN BRIDGE I Sheet Number - 000,lr i a 1 "0x1D" EYEBOLT W /WASHER: & DOUBLE -NUT AT DOWNSTREAM SIDE OF NORTH ABUT ONLY 5% "x12" GLUTAM BACKWALL' y" R %" LAG BOLT (ABOVE), TYP' MC7 L6"x4" 'JU "x1" SLOTTED HOLE FOR 4 "0 ANCHOR BOLT (TYP) 1Uie "0 OVERSIZED HOLE FOR 'A'4"0 ANCHOR BOLT (TYP) GLUTAM BEAM 6 "x4 "xk�", 12" LONG. ANGLE 4 "0 ANCHOR BOLT W /NUT & WASHERS Tw ABUTMENT BEARING SLAT 12 "x164'4 "x14" STEEL R 8T'4 x12 "x14" 50DUROMETER PLAN ElSTOMERIC BEARING PAD 4'4 "0 HAS ANCHOR ROD, V -4" LONG. SECURE WITH HILTY HY150 INJECTION ADHESIVE. (FF ABUT. U SEE BREAKAWAY RETAINER DETAIL BEARING PLAN SOUTH ABUTMENT PLAN D� _ SCALE: y4" = 1' -D" SHIM. AS RED'D — till, (3) #6MC7x22.7x18' LONG #4x ® 12" % "0x6" LAG BOLT & BEVELED WASHER EYEBOLT R7 "x7 "xi*i" WELDED TO MC #4 0 12' t7 "x7 "aRi" WELDED TO MC - (2). #8 BEAM 2 TYP (2 THUS) KWALL IER BRIDGE BID SET 720-02 1 0 99. Know wharf below. Call bemre Ka. my SECTION TYP (2 THUS) I SOUTH ABUTMENT ELEVATION SOUTH ABUTMENT SECTION O 2 4 - B TYPICAL BEARING DETAILS D 2 4 - 14 1'4 D Tt SCALE: L " a' = l' -0 SCALE 'i n C. S SCALE 1 kt" = 7' -0° Print Date: Shepet Revisions As Constructed Project No. /Code File Name: Date: Comments j. Init. Lo andAssociat9,blc, ABUTMENT- DETAILS Harz. Scale: Vert. Scale: As Noted No Revisions: j (SHEET 1) HUNTER CREEK Unit Information Unit Leader Initials 0 u�ew�s,ca d.m� Designer: I Revised: 9 Structure PEDESTRIAN BRIDGE 0 Detailer: LX Numbers 3 Void: Sheet Subset: 8 -02 Subset Sheets: q Sheet Number 2 S iT f .I E a Print Date: m '_^ FIle Name: Horiz. Scal UOt (rYFon hm DOWNSTREAM SIDE OF NORTH ABUTMENT ONLY B 8 W Y .PINER QML It® SCALE. 1' = r -o• WALL BOULDERS TO VARY IN WITH SMALLER BOULDERS AT SUBGRADE COMPACTED TO 955 84CKFILL IN LIFTS ASSOCIATED WITH VERTICAL WALL CONSTRUCTION TYPICAL BOULDER RETAINING WALL SECTION N.T.S. Vert. Scale: As Noted I C] Unit Leader Initials C-7) c 'v s._6. f PBIIT 8 HCL 1' -9' • -0' T1P I 3' -6' TYP 1' -3' TV f I �- (3) /4x M0 (fix J 0 12' /4 0 (5) I6x o 0 14; MICRO -PRE, TYP (4 THUS) GLULAM BACKWALL DIRECTION OF PILE BATTER GLUfAM TIMBER BRIDGE SOUTH ABUTMENT PLAN 0 2 4 L Kevisions Comments I Init. ,ll Iaber0oid4Hc NORTH ABUTMENT ELEVATION 0 2 4 As Constructed No Revisions: Revised: Void: BID SET 2012.07.16 0. x.o..wn below. Call mo SECTION NOTES: J. 4'e° GALVANIZED BRIDGE CABLE WITH EYE CONSTRUCTED AT CONNECTOR USING 4 WIRE CABLE CUPS O 4. O.C. FROM EYE (20' OVERLAP LENGTH). PROVIDE 10' CABLE LENGTH (VERIFY SLACK AT THE TIME OF INSTALLATION). NOTCH DIAPHRAGM AS REQUIRED AND CONNECT TO BRIDGE AT NORTH ABUTMENT ONLY. >r CHAMEER 8/F ABUT STA J m f S lax n ®1z' - I 16.J 012' I' -8' j6x o0 12' 31 I BOT FTG w� EL 7871.47 (3) /4x M0 (fix J 0 12' /4 0 (5) I6x o 0 14; MICRO -PRE, TYP (4 THUS) GLULAM BACKWALL DIRECTION OF PILE BATTER GLUfAM TIMBER BRIDGE SOUTH ABUTMENT PLAN 0 2 4 L Kevisions Comments I Init. ,ll Iaber0oid4Hc NORTH ABUTMENT ELEVATION 0 2 4 As Constructed No Revisions: Revised: Void: BID SET 2012.07.16 0. x.o..wn below. Call mo SECTION NOTES: J. 4'e° GALVANIZED BRIDGE CABLE WITH EYE CONSTRUCTED AT CONNECTOR USING 4 WIRE CABLE CUPS O 4. O.C. FROM EYE (20' OVERLAP LENGTH). PROVIDE 10' CABLE LENGTH (VERIFY SLACK AT THE TIME OF INSTALLATION). NOTCH DIAPHRAGM AS REQUIRED AND CONNECT TO BRIDGE AT NORTH ABUTMENT ONLY. >r CHAMEER SEE BECKON NOTES m f S lax n ®1z' 14 0 12° 16.J 012' I' -8' j6x o0 12' 31 I BOT FTG w� EL 7871.47 cF /L4O - j a\ ✓��V - 1 C r4 lO� 1 0 2 4 194VIVIV 7 SCALE: 77 'y 000029 Project No. /Code ABUTMENT DETAILS HUNTER CREEK (SHEET 2) Designer: DB Structure PEDESTRIAN BRIDGE Detailer: LX Numbers Sheet Number 3 Sheet Subset: B -03 I Subset Sheets: 4 fWIV,0 5UREW" GLULAM BACKWALL - POLYURETHANE, TACK IN PLACE USING .GALVANIZED ROOF NAILS Wiix12" LAG BOLT &. WASHER IT. l o N C BACKWALL DETAIL 1 14 0 �2 1 SCALE- 11" = 1' -0" ■ - .6.. SEE BEARING DETAILS, TYP I�� u —I --- 6'- -0" TYP per. —M— I 1 N T1P 0 4j-. 1iYP TS)� Ya" B EEN BREAKAWAY RETAINING LOCATION B - BELOW ABOVE DECK A 6' -0" F/F RAIL GIRDERS, NOTCH AS REQ'D AT SUPPORT ANGLES, ATTACH RAIL TO POST WITH (2) 14 "x9 "" I PROVIDE 4" GAP BETWEEN ADJACENT PANELS CARRIAGE BOLTS AND (1) kz "O CUT `� 3' -0" @BRIDGE & HCL 215 "x6" GLULAM TOP RAIL WASHER EACH, FIELD DRILL - n , I r r + 515 "xBNV -6° CLULAM POST ATTACH PICKETS TO RAIL WITH - - - 216 "x6" GLULAM RAIL (2) #1004" FASTAP SCREWS * _I As Constructed ATTACH RAILS TO RAILPOST WITH (2) FRAMING - Lim. r r - - u_1. W'M - CARRIAGE?BOLTS & (1) WO ___ 1'�' r r 4 ;5 "Ox11" CARRIAGE CUT WASHER EACH, FIELD .DRILL O DB LX BOLT WITH (1) CUT m PEDESTRIAN .BRIDGE WASHER EACH, TYP 66"O06" CARRIAGE BOLT WITH Sheet Subset: — 54405" GLLIAM (2) CUT WASHERS EACH - =f� DECK PANEL * . - - I JJJ 65 "O ALL THREAD BOLT WITH (2) r — MALLEABLE ROUND WASHER, TYP AT \I-81'4"x30" POST /BLOCKING CONNECTION f .I r ATTACH POST TO BEAM T WITH 66 "Oxi 6 "'CARRAGE BOLT WRH g'_g�x" . I (2) CUT WASHERS r r � L6 "x18 "X14 "x6" LONG WITH (1) - 6'a "Ox13" AND (2) % "Oxii" r BUTTON -HEAD BOLTS & WASHERS' EACH END OF DECK SUPPORT BEAM DECK SUPPORT BEAM & ATTACHMENT o - IUo A TYPIGAL BRIDGE SECTION - 2.. 1 0 2 I T_ L o TOP OF DECK 0 B PARTIAL RAILING ELEVATION 1 14 0 1 SCALE: 1" = 1' -0" - T1P • = SET GLULAM DECK PANEL SET FLUSH TO 4j-. 1iYP TS)� Ya" B EEN BREAKAWAY RETAINING LOCATION B - BELOW ABOVE DECK A 6' -0" F/F RAIL GIRDERS, NOTCH AS REQ'D AT SUPPORT ANGLES, ATTACH RAIL TO POST WITH (2) 14 "x9 "" PROVIDE 4" GAP BETWEEN ADJACENT PANELS CARRIAGE BOLTS AND (1) kz "O CUT `� 3' -0" @BRIDGE & HCL 215 "x6" GLULAM TOP RAIL WASHER EACH, FIELD DRILL - n , I r r + 515 "xBNV -6° CLULAM POST ATTACH PICKETS TO RAIL WITH - - - 216 "x6" GLULAM RAIL (2) #1004" FASTAP SCREWS * _I As Constructed ATTACH RAILS TO RAILPOST WITH (2) FRAMING - Lim. r r - - u_1. W'M - CARRIAGE?BOLTS & (1) WO ___ 1'�' r r 4 ;5 "Ox11" CARRIAGE CUT WASHER EACH, FIELD .DRILL O DB LX BOLT WITH (1) CUT Z "x4 "x3' -4" BEVELED SAWN BALUSTER PEDESTRIAN .BRIDGE WASHER EACH, TYP 66"O06" CARRIAGE BOLT WITH Sheet Subset: — 54405" GLLIAM (2) CUT WASHERS EACH - =f� DECK PANEL * . - - I JJJ 65 "O ALL THREAD BOLT WITH (2) r — MALLEABLE ROUND WASHER, TYP AT \I-81'4"x30" POST /BLOCKING CONNECTION CLULAM GIRDER 51 § "0" GLULAM BLOCKING W /1 "xi" r ATTACH POST TO BEAM T WITH 66 "Oxi 6 "'CARRAGE BOLT WRH g'_g�x" \ ROUTED RACEWAY ® POSTS' \ `6 "x6 "x5' -6" S4S DECK SUPPORT (2) CUT WASHERS r r � L6 "x18 "X14 "x6" LONG WITH (1) - 6'a "Ox13" AND (2) % "Oxii" r BUTTON -HEAD BOLTS & WASHERS' EACH END OF DECK SUPPORT BEAM DECK SUPPORT BEAM & ATTACHMENT - A TYPIGAL BRIDGE SECTION - 2.. 1 0 2 SCALE: 1'z ". - 1' 0" .2 -0" - (5) POST & BLOCK SPA 06' -0" = 48' -0° T1P 4j-. 1iYP TS)� Ya" B EEN BREAKAWAY RETAINING LOCATION B - BELOW ABOVE DECK A .PANELS 17P r NOTCH BOTTOM OF BACKWALL AS RED D FOR BREAKAWAY RETAINAGE CABLE. .,C I I I I I I I I I I I I I I r r , I r r xo..mar below, Call tn. 1. . As Constructed FRAMING - Lim. r r - - u_1. - H�1 r ___ 1'�' r r r _ u1ii O DB LX Structure Numbers PEDESTRIAN .BRIDGE Void: Sheet Subset: B -04 I Subset Sheets: 4 _ I r I r r r r LL 0 O r r i 'a I I I I I I f r r r ' 7F I I —� MD7..TYP 6 °x6° DECK SUPPORT. ttP L6 "x18 °. ttP .�.„ __„ ..,..._.. ...._.. _..._ Date: Jame:' - Date: Scale: Vert. Scale: As Noted C= Information Unit Leader Initials R k L "Revisions Comments Init. A FRAMING PLAN 2 1 D 2 GDa e� LodsandAs s,lnc. p ore XI -V''E END DECK PANEL, TYP� GLULAM HAD KWALL, ttP I .,C D ID SET F2012-07-16 xo..mar below, Call tn. 1. . As Constructed FRAMING DETAILS Project No. /Code HUNTER CREEK No Revisions: Revised: Designer: Detailer: DB LX Structure Numbers PEDESTRIAN .BRIDGE Void: Sheet Subset: B -04 I Subset Sheets: 4 Sheet Number - 4 "TRAIL\ ROSSING ,AHEAD/ W1 10 -2 M6 -2BL 3 N] Wllo -2 PEDESTRIAN WARNING SIGNS UP AND DOWN FROM PED CROSSING RAIL CROSSING HEAD 18'x 18" STANDARD OR PEOES N SIG STOP SIGN ON 4"x 4- POST USER ACTIVATED � LE�LINe -of- ¢!4117 POSSIBLE BOULDER WALL LOCH PROPERN LINE CROW DIVIDER Va Alas I USER ACTIVATED LED LINE-OF-SIGHT WARNING LIGHT OR nJ TRAIL CROSSING (T �OO HEAD P 04,06 � oP0 0�0 tt 39 20112 >s m a GRAPHIC SCATS; I ><wm a IL PJ �t q 61,j M � � 12' WIDE WH17E STRIPING PER MUTCO RG. 3B -30 P2Nw� boy- wow o-- �l IF I Wl to -2 9 M6-28L J RAISED PEDESTRIAN CROSSING (SEE PROJECT MANUAL FOR SPECS ON COLOR & SCORING SCHEME) Po b l.�orlCs b444- 9 ,n,1 T��1 e1%09 mar. 2" RAISED COLOR CONCRETE PEDESTRIAN CROSSING I r � m• I al - - -a .___ lo•rxixnr —_`_ _'__.._._ ' iaAa aAec fvxrxr Gwae SECTION A TIPICi/ RIM OL9' SECIKA`/� �Cp- �SECIKW O HG RMI' � MMGtG 2T S4G/£ SECTION B 300031 PED. XING ® CURB & GUTTER .NYC IVES PRELIMINARY SCHM 00 'D IEIIER °`°° ° ` PEDESTRIAN ;;t ,Dluicc 3 or NOT I . CITY OF ASPEN CROSSING 02115112 :DNS FOC TION '0'".O".11'°::..' '. a :.► oo HUNTER CREEK CROSSING OPTIO.A, r � � �° L SAN DIEGO iB"x 18" STANDARD BUFF CONC. PEDESTRIAN STOP SIGN STOP SIG ON 4"x 4- POST 6 Wllo -2 M6-28L CONSTRUCT ALA RAMP AND CURB CUT INTO EXIS7/NG CURB & GUTTER P2Nw� boy- wow o-- �l IF I Wl to -2 9 M6-28L J RAISED PEDESTRIAN CROSSING (SEE PROJECT MANUAL FOR SPECS ON COLOR & SCORING SCHEME) Po b l.�orlCs b444- 9 ,n,1 T��1 e1%09 mar. 2" RAISED COLOR CONCRETE PEDESTRIAN CROSSING I r � m• I al - - -a .___ lo•rxixnr —_`_ _'__.._._ ' iaAa aAec fvxrxr Gwae SECTION A TIPICi/ RIM OL9' SECIKA`/� �Cp- �SECIKW O HG RMI' � MMGtG 2T S4G/£ SECTION B 300031 PED. XING ® CURB & GUTTER .NYC IVES PRELIMINARY SCHM 00 'D IEIIER °`°° ° ` PEDESTRIAN ;;t ,Dluicc 3 or NOT I . CITY OF ASPEN CROSSING 02115112 :DNS FOC TION '0'".O".11'°::..' '. a :.► oo HUNTER CREEK CROSSING OPTIO.A, r � � �° _ _ � � � s gournla -Q en tYc'I 7Gq ,o� At uDQ O I�r IIr FLOODPLAIN DEVELOPMENT PERMIT APPLICATION 130 S Galena Street. - Aspen, CO - 81611 �l�_ -� /\ 970- 920 -5524 Fax 970 - 920 -5439 Permit # �➢ /s , oaol www.asoenohkin.com Receipt # VALID PERMIT MUST BE KEPT ON SITE AT ALL TIMES Permit valid for one year unless otherwise specified. THIS PERMIT IS REQUIRED FOR ANY WORK WITHIN THE DESIGNATED 1DO -YEAR FLOODPLAIN, INCLUDING BANK STABILIZATION, BRIDGES, DREDGING. INSTALLATION OF IRRIGATION EQUIPMENT. AND REVEGETATION. 1. Job Address: /'T ?cam \ 2. Legal description of property: 3. Owner(s)'s Name: Contact Number. Mailing Address: _. Lo" 0 z� 477 4. Owner's Authorize ent: Contact Number: Mailing Address: M- LA-L9 - 2c>t -3 13o S. Cam Dm , s r 5. C ntract s Name: Contact Number: Mailing Address: X A-s 4 2q -20 L3 130 S 6. Engirleer on Record: Contact Number. Mailing Address: L-oC:�.s s .Phm oc 7. Parcel ID number of property where work will occur: Check http: //www.aspenpdkin.com /Departments /Assessor or call the Z—+ 3 -3c (�N --N.LQ Pitkin County Assessor's Office at 970- 920 -5160 for the parcel ID 8. Land use approval number(s): 9. Flood Insurance Rate Map (FIRM I Floodplain District in Which the Project is Located: 9a. Panel #: 91b. Date of Floodplain Mapping: 10. Description of project: - C—' �N.s L�,.� 'y tii r `3�ca,5 L, 11. Type of material to be excavated or placed on property: 11a. Material will be brought from: N /1,,- 11 b. Is the material possibly contaminated? Yes NO-A-- �L 11 C. Excavated material will be taken to: U" S-4� 12. Will the project result in disturbance of z 1 acre of land? Yes No 12a. If you answered "Yes ", submit a copy of your state Construction Stormwater Permit or R -Factor waiver. Information on this permit is available at: http: //www.cdphe. state. co. us/ wq/ PermftsUniVstormwater /construction.htmi. 13. Is any portion of the project already complete? M e If yes, give reason and date(s) of prior construction activity. 14. Will the project disturb /result in removal of any vegetation? Yes No 14a. If you answered "Yes" submit a revegetation plan, including a plant list with scientific names of species, planting schedule and method of irrigation. The County's Revegetation Guidelines are available at: http:/Avww.aspenpftkin.com/Departments/Public- W orks/Land- Management. 14b. How will you prevent the establishment of noxious weeds at the project? 15. Will the project result in disturbance of any wetlands or riparian areas? Yes Nom_ 15a. If you answered "Yes ", submit a description of your revegetation/mftigation plan, including a plant list with scientific names of specie planting schedule and method of irrigation. Also submit a copy of your U.S. Army Corps of Engineers Sec. 404 permit in connection with any disturbance of "jurisdictional waters" of the U.S. Contact the U.S. Army Corps of Engineers in Grand Juncti(Q7Q�¢$- 3J 1199) for information on Sec. 404 permit requirements. 1J �,l Floodplain Permit 2011.x1s ALL CONDITIONS OF 8.1.11 PERMIT #603q, .261Q � SHALL APPLY Having carefully read the requirements, I (Applicant) hereby agree to the terms and conditions described within. This form is a permit only when validated by County staff. Work started without a permit will be subject to Pitkin County enforcement action and charged double permit fees. 16. Signat of pplican 16a. Date: Z IZ 17. Signature of Property Owner(s): 17a. Date: FOR STAFF USE ONLY (DO NOT WRITE BELOW THIS LINE): 18. Additional Terms and Conditions of Permit (check all that apply): At the time of issuance of this permit you are required to post $ as financial security to ensure successful completion of your revegetation plan. These monies will be held for two growing seasons from the date of completion of the project and will only be released at that time if a site visit by Pitkin County Zoning confirms that successful revegetation has been accomplished. Applicant is obligated to contact Pitkin County Zoning (970 -429 -2799) to schedule the required two -year site visit. Th monies will be forfeited if successful revegetation is not confirmed after two growing seasons, or if Applicant tails to timely schedule the required site visit. Documentation of State Engineer approval is required to be submitted prior to issuance of this permit (in connection with construction /repair /alteration of a jurisdictional size dam). Documentation of filing of a Notice of Intent to Construct a Non - Jurisdictional Water Impoundment Structure is required to b submitted prior to issuance of this permit (in connection with a non - jurisdictional size dam). Documentation of decreed water rights is required; Other: Floodplain Permit Application: $624.00 (Flat fee due at submittal) The following additional ref may be required to be paid prio • ' suanceo truer mit for major projects: County Engineer Referral F e: $2® /I You will also be invoiced in County Staff for any review and follow up inspection time exceeding 3 hours at a rate of $150 1hr. Date Permit Application Permit Flat Fee (due at submittal): Check # Received: Additional Fees (due at issuance): �/' Check # TOTAL FEE (no refunds): %9 / Date Permit Issued: 19. Staff Comments; 20. Approved by Pitkin County Engineer (if r 20a. Date: _ 21. Approved by Pitkin County revegelatop4p5plalst : - OA 22a. Date: 22. Approved by Pitkin ounty ni oning: - 23a. Date: j , i QG034 Floodplain Permit 2011 xls 8 1 11 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency I Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION For tnsurance Company Use: - Al. Building O+mer's Name No existing buildings or structures Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAiC Number No existing buildings or structures y City Aspen state ZIP Code 81611 A1 Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) portions of Lot 4 & 5 Rubey Sub and Sec 7 T10S R84W A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) n/a As. Latitude/Longitude: Lat. 39-11-46 Long. 1 0 6 - 4 Horizontal Datum: ❑NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building H the Certificate is being used to obtain flood insurance. AT Building Diagram Number_ A8. For a building with a crawlspace a enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.1b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ASPEN CITY OF 080143 PITKIN co B4. Map/Panel Number 85. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevadon(5p�)rdh(rZOne Date JUNE 4, Rev1987e Azone(s) O FLOOD BASEdD rD 204 C B10. Indicate the source of the Base Flood Elevation (BFE) data a base flood depth entered in Item B9. ❑ AS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl t. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Ban ier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations- Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specked in Item Al. Use the same datum as the BFE. NAVE) B8 Benchmark Utilized Q -159 Vertical Datum Conversion/Comments This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elev information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A oAded by a licensed land surveyor? ❑Yes 6 No CatiDN'sNane Check the measurement used. a) Top of bottom floor ( including basement, crawlspace, or enclosure floor) �I��II feet meters (Puerto Rico only) b) c) Top of the next higher floc Bottom of the lowest horizontal structural member (V Zones only) rr---��t feet ._ feet meters (Puerto Rico only) ❑meters (Puerto Rico only) d) Attached garage (top of slab) nun .-_u feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building ... El feet ❑ meters (Puerto Rico only) 0 (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) ._❑ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) ._❑ feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including ._❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elev information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A oAded by a licensed land surveyor? ❑Yes 6 No CatiDN'sNane License Number Title Company Name _ Address City State ZIP Code Signature Date Telephone FEMA Form 81 -31, Mar 09 See reverse side tar cununuauun. PLACE SEAL HERE editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use Building Street Address Qncluding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number no existing uil or atructureR City State Co 81f Z?�� ,P ode Company NAIC Number Aspen SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentfcompany, and (3) building owner. Signature Date ❑ Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items Et -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Et. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). . a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Sectiq0_A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . _ ❑ feet L) meters ❑ above or LJ below the HAG. E3. Attached garage (top of slab) is . _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AOonly: If no flood depth number is available, isthetop of the bottom mor elevated in accordancewith the communttys Ebodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMAdssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Onnersor OrrnersAuthorized Fepreasntative's Name ^ .91 r JT Address City State �. A Signatu Date 3 y Z... Telephone C(46 - KzA — 2013 Comments Pedestrian bridge plans show 100 yr elev = 7879.33' - copy attached Contour map also attached © Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8 and G9. GI. ❑The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized bylaw to certify elevation information. (Indica to the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - Issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compllancen7xupancy Issuec G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site ❑ feet ❑ meters (PR) Datum GIO. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone ...___... -_ Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Inctn irtinnc fnr Item Ari. Building Street Address (including Apt, Unit, Suite, arKVor Bldg. No.) or P.O. Route and Box No. % City State ---ZIP -Code rpa t[ h If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View "and "Rear View "; and, if required, "Right Side View "and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. No existing buildings or structures 300037 INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate is to be completed by a land surveyor, engineer, or architect who is authorized by law to certify elevation information when elevation information is required for Zones Al -A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AK or AR/AO. Community officials who are authorized by law or ordinance to provide floodplain management information may also complete this form. For Zones AO and A'(w�itht uu R-F"F a cohimuni y official, a property owner, or an owner's representative may provide information on this certificate, unless the elevations are intended for use in supporting a request for a LONIA or LOMR -F. Certified elevations must be included if the purpose of rtifcate is to obtan aOMA or LOMR F_, oEtn he Elzvation Ce L The property owner, the owner's representative, or local official who is authorized by law to administer the community floodplain ordinance can complete Section A and Section B. The partially completed form can then be given to the land surveyor, engineer, or architect to complete Section C. The land surveyor, engineer, or architect should verify the information provided by the property owner or owner's representative to ensure that this certificate is complete. In Puerto Rico only, elevations for building information and flood hazard information may be entered in meters. SECTION A — PROPERTY INFORMATION Items AI -A4. This section identifies the building, its location, and its owner. Enter the name(s) of the building owner(s), the building's complete street address, and the lot and block numbers. If the building's address is different from the owner's address, enter the address of the building being certified. If the address is a Waal route or a Post Office box number, enter the lot and block numbers, the tax parcel number, the legal description, or an abbreviated location description based on distance and direction from a fixed point of reference. For the purposes of this certificate, "building" means both a building and a manufactured (mobile) home. A map may be attached to this certificate to show the location of the building on the property. A tax map, FIRM, or detailed community map is appropriate. If no map is available, provide a sketch of the property location, and the location of the building on the property. Include appropriate landmarks such as nearby roads, intersections, and bodies of water. For building use, indicate whether the building is residential, non - residential, an addition to an existing residential or non - residential building, an accessory building (e.g., garage), or other type of structure. Use the Comments area of the appropriate section if needed, or attach additional comments. Item A5. Provide latitude and longitude coordinates for the center of the front of the building. Use either decimal degrees .(e.g., 39.5043 °, - 110.7585 °) or degrees, minutes, seconds (e.g., 39° 30' 15.5 ", -110° 45' 30.7 ") format. If decimal degrees are used, provide coordinates to at least 4 decimal places or better. When using degrees, minutes, seconds, provide seconds to at least 1 decimal place or better. The latitude and longitude coordinates must be accurate within 66 feet. When the latitude and longitude are provided by a surveyor, check the "Yes" box in Section D and indicate the method used to determine the latitude and longitude in the Comments area of Section D. If the Elevation Certificate is being certified by other than a licensed surveyor, engineer, or architect, this information is not required. Provide the type of datum used to obtain the latitude and longitude. FEMA prefers the use of NAD 1983. Item A6. If the Elevation Certificate is being used to obtain flood insurance through the NFIP, the certifier must provide at least two photographs showing the front and rear of the building taken within 90 days from the date of certification. The photographs must be taken with views confirming the building description and diagram number provided in Section A. To the extent possible, these photographs should show the entire building including foundation. If the building has split -level or multilevel areas, provide at least two additional photographs showing side views of the building. In addition, when applicable, provide a photograph of the foundation showing a representative example of the flood openings or vents. All photographs must be in color and measure at least T'0 ". Digital photographs are acceptable. Item A7. Select the diagram on pages 7 -9 that best represents the building. Then enter the diagram number and use the diagram to identify and determine the appropriate elevations requested in Items C2.a -h. If you are unsure of the correct diagram, select the diagram that most closely resembles the building being certified. Item A8.a Provide the square footage of the crawlspace or enclosure(s) below the lowest elevated floor of an elevated building with or without permanent flood openings. Take the measurement from the outside of the crawlspace or enclosure(s). Examples of elevated buildings constructed with crawlspace and enclosure(s) are shown in Diagrams 6 -9 on pages 8 -9. Diagram 2, 4, or 9 should be used for a building constructed with a crawlspace floor that is below the exterior grade on all sides. Instructions —Page 1 000038 p3 tl R 2& gg a g �11P I Hill �g� eaa as a�oR�eC3�n5��a� PHOTO � € �� a q LPL 3� 9 tly G I I as i I I I c U it < i 1 1 1 i I e zit%-W MV* 77 � -- im -a.. 39 o� 5 3 � S w 0 I aa� I as i I I I c U it < i 1 1 1 i I e zit%-W MV* 77 � -- im -a.. 39 o a� �m �7 � V r h + Yd C ' \\ Q P I I I 1 I I \\ I l i \ k I I I \ I 1 1 1 1 1 k � � � \ 1= \III• Ill / 1 /11111 1 I + I , k � t k ------ LL& 1 /V4 1 IIII .7 / I 0 , I It I �I 1 11tI I I�R, I I I I I IIIIIIIIII X 1 11111111111 R I� IIII I I I + I+ alllllllllll I_ IIIIIIIIIII �IIII�I�I�1 v II 11111111111111 :g II I I I jllltill *R t j l l l l j I11�1 lj II I II I I I It / / +1 I.I�II,III / /+ / Ii \ r l l /� I' I I I I j, approx loc. j +l I M1/ proposed bridge I I I I It, /J I I IIII / IIII I 1111 1 1 1 1 1 111 j 1 l l l l i 1� ;;,OJUG"4U 1 1 /l A. 31 0 v STA (MATCH 52' -11' B/F TO r ;aa CHANNEL J. z BRIDGE PLAN D� 5 10 SCALE: 1' = 10' - EXISTING FENCE STA 10+14.58 fISTNG TRAIL B/F ABUT SOUTH / 2. STA 10 +42.26 (MATCH EXISTING) �P,' N 1499707.66 4. E 2628278.96 r 7883.66 , � 71185 LEVEL BACK SLOPE s° m � d CUSS D CONCRETE, f c = 4500 POUNDS PER SQUARE INCH mid B. REINFORCING Fy = 60,DDO POUNDS PER SQUARE INCH I 9. 04 SPUCE LENGTH = 2' -1' 9. ALL CONCRETE AND REINFORCING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 1 7860 CONSTRUCTION, 2011 EDITION. ALL DISTURBED AREAS MUST 10. 1.1 LI TIMBER NOTES: 1. All DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE BE REVEGETATED WITH PITKIN TREATMENT. TREAT ALL FIELD CUTS AND BORES WITH COPPER NAPHIHENATE IN ACCORDANCE 1� 1TE0 2. f 1 1 52' -11' B/F TO r ;aa CHANNEL J. z BRIDGE PLAN D� 5 10 SCALE: 1' = 10' - DESIGN DATA STA 10+14.58 1. BRIDGE HAS BEEN DESIGNED FOR 120 PSF LIVE LOAD. ,A oN•, 2. UNIT WEIGHT OF BACKFILL AND BEARING SOIL, 7 - 120 POUNDS PER CUBIC FOOT (MATCH EXISTING) �P,' 52' -0' LONG X 6' WIDE GLULAM TIMBER 4. COHESION OF BACKFILL AND BEARING SOIL, Cu = 0 POUNDS PER SQUARE FOOT 5. ALLOWABLE BEARING PRESSURE = 2000 POUNDS PER SQUARE FOOT � 71185 LEVEL BACK SLOPE s° m � d CUSS D CONCRETE, f c = 4500 POUNDS PER SQUARE INCH mid B. REINFORCING Fy = 60,DDO POUNDS PER SQUARE INCH 9. 04 SPUCE LENGTH = 2' -1' 9. ALL CONCRETE AND REINFORCING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 7860 CONSTRUCTION, 2011 EDITION. ALL DISTURBED AREAS MUST 10. 1.1 LI TIMBER NOTES: 1. All DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE BE REVEGETATED WITH PITKIN TREATMENT. TREAT ALL FIELD CUTS AND BORES WITH COPPER NAPHIHENATE IN ACCORDANCE 1� 1TE0 2. WITH AWPA SPECIFICATION M4. TREAT GLULAM GIRDERS AND DECK WITH PENTACHLOROPHENOL IN HEAVY OIL TO A MINIMUM 1 NET RETENTION OF 0.6 PCF PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF 9.33 EL= 7879.33 3. TREATMENT. TREAT BALANCE OF GLULAM MATERIAL WITH PENTACHLORGPHENOL IN LIGHT SOLVENT TO A COUNTY APPROVED S MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF 4. w 7875 t N 5. GIRDERS TO BE 24F -V5 SP /SP. • 6. DIAPHRAGMS TO BE 16F -V3 SP /SP. 7. RAILPOSTS TO BE 24F -V5 SP /SP. 8. RAILS TO BE COMB. SYMBOL 48 SP /SP. 9. C s 7870 10. G CRDUND ^ 11. RNLPOST BLOCKS TO BE DOUGLAS FIR- LARCH. B/F ABUT NORTH 12. GIRDERS TO INCLUDE A SHOP CAMBER OF 14«' BRIDGE ELEVATION 13. 14. ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED. ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH AN APPROVED N 149979S.58 E 26262'78.96 15. PRESERVATIVE. ALL HARDWARE To MEET ASTM A307 -97 AND ALL STRUCTURAL STEEL TO MEET ASIA A36, EXCEPT AS NOTED. ALL TO BE GALVANIZED PER CURRENT STATE SPECIFICATIONS AND /OR / 16. 0 5 10 10+10 U 1D +20 1G+40 10 +60 10+90 SCALE: 1' = 10' _ Print Date: Date: 0 O I Sheet Revisions lcTbendAs6od[es, YX; �arsw.or.r MM.ax�me � Al HARDNESS OF 60. FOUNDATION NOTES: 1. MICROPILE FOUNDATIONS SHALL BE DESIGNED FOR THE INDICATED LOADS AND INSTALLED BY A M Flie Name: Comments PREQUALIFIED MICROPILE CONTRACTOR IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 19 Horiz. Scale: Vert. Scale: As Noted 2. gni Unit Information Unit Leader Initials CONCRETE SUCH THAT THE CONE SHEAR REQUIREMENTS OF ACI 349, APPENDIX B, ARE MET N AND THE BENDING STRESS DOES NOT EXCEED 0.55 Fy FOR THE STEEL i 7890 O , i; 4V Zv 7885 7aeo - - - - 7875 7870 _�2 -ROWS OF MICRO -PILES FOR RETAINAGE & ANCHORAGE IN BREAKAWAY EVENT 7065 11+00 11 +20 As Constructed No Revisions Revised: Void: M d1s BRIDGE GENERAL LAYOUT Structure LX Numbers 8 -01 I Subset Sheets: BID SET 2012.07'16 Project No. /Code HUNTER CREEK PEDESTRIAN BRIDGE 3 Sheet Number DESIGN DATA 1. BRIDGE HAS BEEN DESIGNED FOR 120 PSF LIVE LOAD. 2. UNIT WEIGHT OF BACKFILL AND BEARING SOIL, 7 - 120 POUNDS PER CUBIC FOOT 3. INTERNAL ANGLE OF FRICTION OF BACKFILL AND BEARING SOIL, 0 = 3U 4. COHESION OF BACKFILL AND BEARING SOIL, Cu = 0 POUNDS PER SQUARE FOOT 5. ALLOWABLE BEARING PRESSURE = 2000 POUNDS PER SQUARE FOOT 6. LEVEL BACK SLOPE 7. CUSS D CONCRETE, f c = 4500 POUNDS PER SQUARE INCH B. REINFORCING Fy = 60,DDO POUNDS PER SQUARE INCH 9. 04 SPUCE LENGTH = 2' -1' 9. ALL CONCRETE AND REINFORCING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2011 EDITION. 10. ASSUMED SURCHARGE AS 1 FOOT OF EQUIVALENT HEIGHT OF SOIL TIMBER NOTES: 1. All DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE TREATMENT. TREAT ALL FIELD CUTS AND BORES WITH COPPER NAPHIHENATE IN ACCORDANCE 2. WITH AWPA SPECIFICATION M4. TREAT GLULAM GIRDERS AND DECK WITH PENTACHLOROPHENOL IN HEAVY OIL TO A MINIMUM 1 NET RETENTION OF 0.6 PCF PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF 3. TREATMENT. TREAT BALANCE OF GLULAM MATERIAL WITH PENTACHLORGPHENOL IN LIGHT SOLVENT TO A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C28. ISSUE CERTIFICATION OF 4. TREATMENT. TREAT SAWN LUMBER WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO A MINIMUM NET ` RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C2. 5. GIRDERS TO BE 24F -V5 SP /SP. • 6. DIAPHRAGMS TO BE 16F -V3 SP /SP. 7. RAILPOSTS TO BE 24F -V5 SP /SP. 8. RAILS TO BE COMB. SYMBOL 48 SP /SP. 9. DECKING TO BE 576'x36' GLULAM PANELS: Fby = 1450 psi, Wy = 145 psi. 10. VERTICAL PICKETS TO BE DOUGLAS FIR -LARCH, S4S. ^ 11. RNLPOST BLOCKS TO BE DOUGLAS FIR- LARCH. B/F ABUT NORTH 12. GIRDERS TO INCLUDE A SHOP CAMBER OF 14«' STA 10+96.16 13. 14. ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED. ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH AN APPROVED N 149979S.58 E 26262'78.96 15. PRESERVATIVE. ALL HARDWARE To MEET ASTM A307 -97 AND ALL STRUCTURAL STEEL TO MEET ASIA A36, EXCEPT AS NOTED. ALL TO BE GALVANIZED PER CURRENT STATE SPECIFICATIONS AND /OR / 16. ANSHTO MATERIAL SPECIFICATIONS. ALL TIMBER TO BE CUT TO EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT. 17. BEARING PADS ARE UNLAMINATED. THEY SHALL BE CUR OR MOLDED FROM PASHTO ElASTONER GRADE 3, 4, OR 5 AS DESCRIBED IN TABLES 705 -1 AND 705 -2 WITH A DUROMETER (SHORE Al HARDNESS OF 60. FOUNDATION NOTES: 1. MICROPILE FOUNDATIONS SHALL BE DESIGNED FOR THE INDICATED LOADS AND INSTALLED BY A PREQUALIFIED MICROPILE CONTRACTOR IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 2. MICROPILE BEARING PLATE SHALL EFFECTIVELY DISTRIBUTE THE DESIGN FORCE TO THE FOOTING - CONCRETE SUCH THAT THE CONE SHEAR REQUIREMENTS OF ACI 349, APPENDIX B, ARE MET AND THE BENDING STRESS DOES NOT EXCEED 0.55 Fy FOR THE STEEL 7890 7885 7aeo - - - - 7875 7870 _�2 -ROWS OF MICRO -PILES FOR RETAINAGE & ANCHORAGE IN BREAKAWAY EVENT 7065 11+00 11 +20 As Constructed No Revisions Revised: Void: M d1s BRIDGE GENERAL LAYOUT Structure LX Numbers 8 -01 I Subset Sheets: BID SET 2012.07'16 Project No. /Code HUNTER CREEK PEDESTRIAN BRIDGE 3 Sheet Number 1'0x10' EYEBOLT W/wo DOABLE -NUT AT DOWNS SIDE OF NORTH ABUT 51b'x12' GWLAM BAD %- LAG BOLT (ABOVE 141s'xt' SLOTTED HOL 4'0 ANCHOR BOLT IWIl OVERSIZED HOL 41'0 ANCHOR BOLT J C m E GWLAM BEAM SHIM AS REQ'D •i 9 SOUTH ABUTMENT PLAN 0 22 4 � S7 TYP (2 THUS) KWALL 3ER BRIDGE 'JJ v 6'x 01", 12' LONG ANGLE - 44'0 ANCHOR BOLT W /NUT @ WASHERS - - -- /4z 0 O if MC7z227xi6' LONG - i %'Ox6' LAG BOLT 4 o .T� BEVELED WASHER o I i ABUTMENT BEARING SEAT I EYEBOLT trx7'zL4' WELDED TO MC 14 O 12' � .g 12'z164i'xk' SIEFL R m 841 "xi2'x1]' S0 OUROMETER I t7'xrx%' WELDED TO MC 3 PLAN EUSTOMERIC BEARING PAD f BFAM N Will HAS ANCHOR ROD, 1' -4' LONG. SECURE WITH HILTY W150 INJECTION ADHESNE. 2' 1'- 44;' -D" BID SET 2012 -07-16 1 e e b...x.n eelm Calib.W.mft I , (, u I ; ; , SOUTH ABUTMENT ELEVATION A SOUTH ABUTMENT N i B O 0 TYPICAL BEARING �AILS SCALE. 4" O JO 0 4 z a. d SCALE' Print Date: Sheet Revisions As Constructed Project No. /Code -File Name: Date: Comments Init. ` LpbadAseoddee, Ylc. ABUTMENT DETAILS i I`^+�, No Revisions: (SHEET 1) HUNTER CREEK Horiz. Scale: Vert. Scale: As Noted 11 smrti wtrurer U Unit Information Unit Leader Initials � ux�,ad.mr Revised: ;Designer. DB Structure PEDESTRIAN BRIDGE °AHED" Detailer. LX Numbers i � O Void: ,Sheet Subset: 8 -02 I Subset Sheets: 4 Sheet Number 2 rl i POE US1 %*II a i SEE BEARING DETAILS, IV r -0 J C BACKWALL DETAJL 11 it ® SCkE. 1" = V -0" 6' -0' B PARTIAL RAILING ELEVATION SCALE: 1' = 1' -0' �8 ATTACH RAIL TO POST WITH (2) T4' x 9' i CARRIAGE BOLTS AND (1) WO Cur WASHER EACH, FIELD DRILL ATTACH PICKETS TO RAIL WITH (2) #1Ox317' FASTAP SCREWS & BLOCK SPA 0 6' -0' = 46' -C ATTACH POST TO BEAM WITH 74'0x16' CARRIAGE BOLT WITH (2) CUT WASHERS DECK SUPPORT BEAM & ATTACHMENT • - SET GLULAM DECK PANEL SET FLUSH TO V-O' F F RAIL GIRDERS. NOTCH AS REO'D AT SUPPORT ANGLES, PRCWDE h' GAP BETWEEN ADJACENT PANELS �--I£ BRIDGE & HCL 21!'x6' GLULAM TOP RAIL 5k'x6'x5'-6' GLULAM POST i 24'x6' GIELAM RAIL ATTACH RAILS TO RAILPOST WITH (2) 14'0x9' CARRIAGE BOLTS & (1) 12'0 £ 76'0x11' CARRIAGE CUT WASHER EACH. FIELD DRILL BOLT WITH (1) CUT 2'x4'x3' -4' BEVELED SAWN BALUSTER WASHER EACH, 1YP _ % "0xl6' CARRIAGE BOLT WRH J-54.06. GLULAM l(2) CUT WASHERS EACH / DECK PANEL 77'0 PLL - THREAD BOLT WITH (2) MALLEABLE ROUND WASHER, TYP AT \I POST /BLOCKING CONNECTION j\ 6;1'x30' GLULAM GIRDER `5I4'x6" GL11WA BLOCKING W /1'x1' 6,- ' ROUTED RACEWAY 0 POSTS \�6k67x5 -6' S4S DECK SUPPORT Lexinxit'x6” LONG WITH (1) 77"0x13' AND (2) % "0x11' BURON -HEAD BOLTS & WASHERS 0 EACH END OF DECK SUPPORT BEAM A TYPICAL BRIDGE SECTION 2 1 0 2 SCALE: ' = 1'-0' BREAKAWAY RETAINING LC NOTCH BOTTOM OF BACKWALL AS FOR BREAKAWAY RETAININE 't—f MC7, lYP 6'x6" DECK SUPPORT, TYP Print Date: A Mle Name: nHoriz. Scale: Unit Information , TYP Sheet Date: < Vert. Scale: As Noted 0 Unit Leader Initials 0 0 ' A FRAMING PLAN 2 1 0 2 SCALE Init. I „_� ILTIB end A�s,hn TYPICAL DECK PANEL 514'x1' -94" END DECK PANEL, TYP- GLULAM BACKWAU, TYP- xn<e callh Call xem'<M reoy As Constructed FRAMING DETAILS No Revisions: Revised: Designer: DS Structure _ Detailer: L% Numbers Void: Sheet Subset: B -D4 I Subset Sheets: 3 20 030043 BID SET 2012 -07 -16 Project No. /Code HUNTER CREEK PEDESTRIAN BRIDGE 4 Sheet Number 4 �I ,I EM DOWNSTREAM S10E OF NORTH ABUTMENT ONLY 8 Y RETAINER DE-rAiL NORTH Afl� ON 1 It 0 1 SCALE: 1' = V -0' WALL BOULDERS TO VARY IN SIZE WITH SMALLER BOULDERS AT TOP B SUBGRADE COMPACTED TO 95% 9' -B' ON STRAND 4 ABUT & HCL 3 LOW RELAX 70 STRAND BACKFILL IN LIFTS ASSOCIATED WITH VERTICAL WALL CONSTRUCTION TYPICAL BOULDER RETAINING WALL RETAINING WA�SEC�ON N.T.S. 5 o- (3) /4x 1-10 IBx J 0 12' µ0 (5) jex -0 (5) IICRO -PIF, TYP (4 THUS) GLUUM BACKWALL DIRECTION OF PILE BATTER GLULAM TIMBER BRIDGE SOUTH ABUTMENT PLAN D� SCAUE: V4 NORTH ABUTMENT ELEVATION 0 22 SC 4 IIE h' = 1' -0' BID SET —1p 2012 -07-10 q INP x ...e below. Call h.W. wso SECTION NOTES: 1. 4Y' GALVANIZED BRIDGE CABLE WITH EYE CONSTRUCTED AT CONNECTOR USING 4 WIRE CABLE CUPS 0 e O.C. FROM EYE (20' OVERLAP LENGTH). PROVIDE 10' CABLE LENGTH (VERIFY SUCK AT THE TIME OF INSTALLATION). NOTCH DIAPHRAGM AS REQUIRED AND CONNECT TO BRIDGE AT NORTH ABUTMENT ONLY. 4'i' CHAMFER SEE SECTION NOTES - -_ IpL,, B P (3) i8 14x 7 0 12' /4012' ISx J 0 12' a (5) o j5a -0 12' (5) 1{5 I IT 21992 N �, lg A� •<1 - 0 2 4 = t'-0. d l �7lllllllllfl 11111\IPAA�- n 0 0 0 4 Ll 3 V Print Date: Sheet Revisions As Constructed ABUTMENT DETAILS Project No. /Code File Name: Date: Comments Init. a. IadendAmbds'm hlC i No Revisions: SHEET 2) HUNTER CREEK �1 Horiz. Scale: Vert. Scale: As Noted = _ .2 °TM'qj °"TM Designer: DB Unit Information Unit Leader Initials 0a.�mmom Revised: B Structure PEDESTRIAN BRIDGE C= ,, ,.a,�,�m„ Detailer. U( Numbers O Vold: Sheet Subset: B -03 Subset Sheets: 4 Sheet Number 3 t\ Q B/F Al" STA � m r (3) /4x 1-10 IBx J 0 12' µ0 (5) jex -0 (5) IICRO -PIF, TYP (4 THUS) GLUUM BACKWALL DIRECTION OF PILE BATTER GLULAM TIMBER BRIDGE SOUTH ABUTMENT PLAN D� SCAUE: V4 NORTH ABUTMENT ELEVATION 0 22 SC 4 IIE h' = 1' -0' BID SET —1p 2012 -07-10 q INP x ...e below. Call h.W. wso SECTION NOTES: 1. 4Y' GALVANIZED BRIDGE CABLE WITH EYE CONSTRUCTED AT CONNECTOR USING 4 WIRE CABLE CUPS 0 e O.C. FROM EYE (20' OVERLAP LENGTH). PROVIDE 10' CABLE LENGTH (VERIFY SUCK AT THE TIME OF INSTALLATION). NOTCH DIAPHRAGM AS REQUIRED AND CONNECT TO BRIDGE AT NORTH ABUTMENT ONLY. 4'i' CHAMFER SEE SECTION NOTES - -_ IpL,, B P (3) i8 14x 7 0 12' /4012' ISx J 0 12' a (5) o j5a -0 12' (5) 1{5 I IT 21992 N �, lg A� •<1 - 0 2 4 = t'-0. d l �7lllllllllfl 11111\IPAA�- n 0 0 0 4 Ll 3 V Print Date: Sheet Revisions As Constructed ABUTMENT DETAILS Project No. /Code File Name: Date: Comments Init. a. IadendAmbds'm hlC i No Revisions: SHEET 2) HUNTER CREEK �1 Horiz. Scale: Vert. Scale: As Noted = _ .2 °TM'qj °"TM Designer: DB Unit Information Unit Leader Initials 0a.�mmom Revised: B Structure PEDESTRIAN BRIDGE C= ,, ,.a,�,�m„ Detailer. U( Numbers O Vold: Sheet Subset: B -03 Subset Sheets: 4 Sheet Number 3 ( v 0 0 C 13 p O D 07842 / 01 o / ZONE X 7855 z F i '7859 ►a a d 7861 ZONE AE z h 78397840 ^ ZONE A / LIMIT OF w Y -/ DETAILED s STUDY L h� F ZONE AE-/'--1:Z'— c ROARING FORK RI z 7/X � W n" CITY OF A; a 080143 a / 7846 656 4 9g61 . 11;� NE sFm- W 9� APPROXIMATE SCALE IN FEET 500 0 ♦j / This is an official copy of a portion of the above referenced flood map. it was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at wvw.v.msc.fema.gov ffil NATIONAL FLOOD INSUR=PROGRAM FIRM FLOOD INSURANCE RATE MAP PTTKIN COUNTY, COLORADO AND INCORPORATED AREAS PANEL 204 OF 325 CORTAIpf COMMUNnY CHIMENITY RMEO NAVE NUMBER NUMBER SUFFIX WEI, CITY OF.............. W143 ...... OW ...... C FITNIN COug", UNIMCOR/OMTFO ARFAS.... Am]......OW..... d 0809700204 C EFFECTIVE DATE: JUNE 4, 1987 Fade, I Emergency Management Agency ♦j / This is an official copy of a portion of the above referenced flood map. it was extracted using F -MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at wvw.v.msc.fema.gov `?m Pod �� D �IIR RIGHT -OF -WAY WORK PERMIT APPLICATION 7 ` 76 Service Genter Rd. • Aspen, CO - 81611 Permit # 2- 970.920.5390 Fax 970.920.5374 Check # ��7h Permit Valid Until: Permit Fee (no refunds) $540 VALID PERMIT MUST BE KEPT ON 81TE AT ALL TIMES 1 efs NameBAtldres ��1. 53c c :� S( ( 7 t61 t fiLn 2. Cantraclor Nam b {- 3. ontmclor onled Pjrson, 3b. Coated Phone(s) LA IA -20 2-3 2-4-( --L k 6;c 4. Contractor Mating Address t3z' ;. G s n Ld1 �l 5. Na a of Project (IF ANY) Q wiz cc L."r.1,c _ C ,tt..r:er -. S. Work Location ►2-Q.a m �.. �ar�.�,� �� rs, G�.r sa. Nearest Intersection \ m3,,. � 4 w � t.(..�� I� L. �., If there Is any anticipated traffic Interference on County Roads, Dispatch must be notified Each day of work 820 -6310 7/.. Description of Job1 r �(J A-" ` y \�� CV 411_ eG \ iS�LV ��t... -n C nU SSA^ CY_ ; v' 8b. Stan Date: tic. End Date 8a. Traffic Control Company 8b. Phone(s) i LJ 12 11 5- Iti T TYpe of war . Depth Width (�y ' 30y- Slope *If yes see ❑ Bore ❑ Trenches Open Qd ❑ Other Le th' L' Other ❑YES NO below 10. Purpose: �a d,�yv.c`: n.-. 10a. Proofo Wateror Sewer Tep Water server- Electric Phone Gas Re air Other C `-o • ^< teas paid ❑ YES ❑ NO 11. Doos Work Impact Pitkin County Open Space 8 Traits? YES ❑ ryp 11a. OST A ro yal: Having carefully read the requirements of the below, I (permitee) hereby agree to the terms and condition des-ctibedwithln. This form is a permit only heN validated by C.punty staff, work started without permit will be double fee. 12. SI reolA f Gate Permil will not be released to applicant until all re wired documents have been submitted (see below) FOR STAFF USE LY(DO DT WRITE BELOW THI Lt E): 13. Cenited Traffic Control Plan (including dimesions) Required? ❑YEs ❑ NO 13a. Received? ❑ YES ❑ NO 14. RevegetstioN Landscape Pion Required? ❑ YES ❑ NO 14a. Received? ❑ YES ❑ NO 15. Drainage and Erosion Plan Needed El [I NO Required? 75a. Received? YES 0 NO 16. Construction Fencing Needed Required? ❑YES ❑ NO 16a_ Done? ❑ YES ❑ NO 17. Boring Permit Only (NO CUT) Required? El YES ❑NO 17e, Dole? ❑YEs El No 18. Compaction of backllll at 95% Proctor or Marshall Values Required? ❑ YES ❑ NO 18a. Done? ❑ YES ❑ NO 19. Construction plans (from P.E. or L.S.) Required? ❑ YES ❑ NO 11 so, Received? ❑ YES ❑ NO BOND REQUIREMENTS: Bonds held for 2 years and must be submitted prior to construction 20. Construction Band Amount d NO $ Initials Bond CenN Expires II❑��,,Y,,C5.. tn� 21. Rave etatlon Bond Amount EiM ❑ NO $ U�� Initials Bond Ceq# Expires 22. overall Project Bond ❑YES ❑v0 Project Manage Location of Bond I Malnlenance Bond Amount OYES ❑NO $ ZG'L'd e- Initials f Bond CetlB Expires Performance Bond Amount ❑ YES ❑ NO $ Initials Bond Certd Ex Tres 23, Special Conditions:y PERMIT NOT VALID UNLESS ALL THREE SIGNATURES ARE PROVIDED 24. Approved b Led anagemenl Designee 24a. Data I t7f l'-l'Z 25. Approved by Public Works Designee 25a. Date 7 . //; - - ( 7 26. Surety s Reviewed and Ap ved by 26a. Data 1 LS Qv-- .30k 6kpa- Appkenb muelac mm,eh n 10 davabmnenl nvlawpxeearah me crony ccm"My 0evoleP.rt oepamm.nuw any a Atlry bet enaroecnw on eras vAm mac man a 30z syap. 300046 Requirements / Conditions for Permit # R 2012 -19 The contractor must provide the following; 1. Dispatch must be notified (920 -5310) when road is one lane and again after road is open to two lanes. 2. Emergency personnel must be able contact traffic control via cell phone at all times while lane closure is in operation. 3. Traffic control shall provide contact cell number to emergency personnel prior to start of project. 4. During use of stop lights the contractor to check at a minimum of daily for proper operations. 5. Utilities must be located prior to start of work. 6. Road way must be swept prior to completion of work daily. 7. No work to take place on week ends with out prior approval. 8. Independent engineering firm shall perform Quality Assurance and Quality Control testing for all work (trench backfill and asphalt) in the County right of way with copy of results sent to Pitkin County. 9. One lane for traffic and emergency vehicles must be kept open at all times. 10. Compaction shall be 95% or greater either Marshall or Proctor value. 11. Asphalt patch shall be as per `T' drawing and must be placed within 10 days after completion. 12.. Asphalt shall be 58 -28 grading SX. 13. Re- stripe centerline shall be double yellow epoxy paint with glass beads. 14. Shouldering material shall be Class 6 ABC (3/4" road base). IS. One foot shoulder must be placed on both sides of new humps where applicable. 16. Shoulder material shall be. compacted. 17. No impact allowed to culverts, any damage will result in contractor replacing culvert. 18. Dust suppression is required at all times, magnesium chloride maybe required. 19. No use of explosives without prior approval. 000047 HLUI CROSSING AHEAD w)r - /Je w/I -s Lwww stars �v vim AI -I Iar/o aTAnw+o reoLSnwr srcr swF pV H! msr COQI EM15Ar•'t; 1t✓� a(K M 9flVLI A J t �� pe 0 �O P ! M ' It tl i /FXI6 3%N.4121 IYWS//NN SIP° SFN W Hi MSI ORO IU Y i �O 1 W7 7n -2 6 N, M6 -2BL CON57RUCT 3 h'T RAMP AND CURB CUT INTO EAIS77NG CURB & GU77ER GHAYHIC SCM.R W.) NO 1. DUMMY JOINTS r' DFEP BY 1 18- - 114' WIDTH AT HIERVALS EOUAL 70 SIDEWALK W1DTK 2. USE 114" RAOUS ON ALL EDGES. J. USE 6' DEAR/ OF CONCRETE ON ALL CROSSINGS. 4. CURE FOR 72 HOURS USING OIRMC COMPOUND, P(ASRC COVER' OR MOISftRE. 5 USE 4000 PSI COARETE YAM RUERA00H ADD/BVE AT 1 -1/2 IRS /CY. MAXIMUM SLUMP 4 ". 6. CONCRETE FOR ME RAISED CROSSWALK SHALL BF INTEGRALLY COLORED 70 MATCH SAN 06417 BUFF - OAWS COLOR NO. 5237. CONTRACTOR TO PRONOE SAMPLE 70 BE APPROVED BY OWNER PRIOR TO CONSTRUC770N OF CROSSWALK. WI ID -2 M6-28L Seww ASPWr A' , •LO° Li0[[NN' � B � .,.m^ A��6 AFC amv SECT /ON A _ - 5C4L: Mrs CROSS Eli/ PFD. A9NG (1X) CROSS SEG'AON-\ 56OTKW ®KG RWP \ TYPICAL 2t' SLOPE RAISED PEDESTRIAN CROSSING SG1lE.; KT.5 SGM I CITY OF ASPEN i..0081601 HUNTER CREEK TRAIL 6 Sl, CG 81601 SECTION B eas• PED. RING ®CURB &GUTTER S F. KT.S lub No. R012919A01 PEDESTRIAN CROSSING oc 1e a a 2 In C� CD C=) Upper Valley Elite Traffic Control MUELLER 66Ti�is'csa X, V&&" RED MT. ROAD ATSSA TCS DATE: Cert. # 102791 CO RD 20 ONE LANE Phone # 970-216-8683 WITH FLAGGERS Issue date: 01/1012011 Expiration date: 12/1412014 100,11, &g amta X12, %j2 meq OS/23/20�2 ATSSA TCS DATE: Cert. # 102791 Phone # 970 - 216 -8683 Issue date: 01/10/2011 Expiration date: 12/14/2014 100• tar cz Q O v O tar 100• 100, is MUELLER RED MT. ROAD CO RD 20 www.invaHon.com EwswG /�y�� TRAIL A CROSSING AHEAD WI /a -P Y6 -PBL ISZCCIRl4V ✓RRLL MO OgHMI[L ,>R�l PEG L,pSSNIG USSR ALTW, 4Yf-0F -3 kYMN4 L STOP RI-I lure srAxawo s amN w arY rosr i FyISiING TRNL GREEN RUU "' , / / 00 e �Mpli on nn � GRAPHIC SCALE h .� > (fdz SA-'L in County S? O r 2012 Community Development NOlES., 1. DUMMY jaws. i " DEEP BY 1 /8" - 114' W10TH AT INTERVALS EOVAL TO SIDEWALK WIDTH 2. U.S` 1/4" RADIUS ON ALL EDGES. J. USE 6" DEPTH OF CONCRETE ON ALL CROSSINGS. 4. CURE FOR 72 HOURS USING CURING COMPOUND, PLASTIC COVERING OR MOISTURE 5 USE 4000 PST CONCRETE WITH F78ERMESH ADD177VE AT 1 -1/2 LBS /CC MAXIMUM SLUMP 4. 6. CONCRETE FOR THE RAISED CROSSWALK SHALL BE W7EGR4LLY COLORED TO MATCH SAN DIEGO BUFF - DAMS COLOR NO. 5277 CONTRACTOR TO PROVIDE SAMPLE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION OF CROSSWALK. G(L`y M61 -zee IuowdolanaD (i;unwwoD ZIOZ G� C MURIER O .. . A'G STOP A A AAs�PT ur . Alunoo 3 �04 e� xgE,n c �e i Wl to W —< CONSTRUCT J AND CURB I EXISTING CURB RAISED PEDESTRIAN CROSSING SCALE NT.s SGM I CITY OF ASPEN o se HUNTER CREEK TRAIL SIWCVT � -' SIWCUT ASPHALT "! N "! ASP/MLT ' 'rM GOLLiPEH' 8 ASPHALr ..a', CUSS 6 A9C -41 �' PROf![E CRIOE' SECTION A SCALE N.LS O i" PAW FINISHED CY140£ CROSS SECAUN =` PED. XING (2X) f \1 2" r MAN '�\_ TOR/,, 2X SLOPE 5EC7KM' O H.C. RWP SECTION PED. XING ®CURB & GUTTER SHALL:, N.TS Mb NO. R012413A01 PEDESTRIAN 7/1012 CROSSING M: a ia 2 Ploorlorul RNMEMMIll ffi O Li Jr boa i j e V e . I �0 W10£ W 51R1OlNC PER MUMO TCO FIG. 38 -51 W17 5'x10' Rip -I 050 -6 '. I2' BET 5' CURB �\5C a� O 5e Jape 4 1/211, 1 112,. T2 _ — — 6" BARRIER — 2' GUTTER GRAPHIC SCALE (w Necm) 1 mch 20 (t. O 6' PARABOLIC _ SECTION (f0.5) PARASOL /C PARABOLIC FIAT 6 5 5 6 SECTION 22' ASPHALT ARTERIAL SPEED HUMP SCALE. N.r.S 2' MAX 10" WIDTH ✓AR /ES TAPER HMA (SX -75) PG 58 -28 CURB FACE TACK COAT CURB DETAIL e.�. SCALE' N.TS # Revision Dole By lJob No. 20IM13.001 SGM CITY OF ASPEN SPEED Omwnby; 2 'ugsoCOSB 620° HUNTER CREEK TRAIL HUMP °°'e` oc re: oc Of 4 w wsgmincwm i i 1 SCALE. N.T.S ' CURB & GUTTER GENERAL NOTF_S I. CONCRETE SHALL BE CLASS B. cuRBORI CU'SID07 2. PROFILE CRAOE OF CURBS AND GUTTERS SHALL & or BE LOCATED AT THE FLOW LINE RIPRWBH EXPANSION JOINTS SHALL REINSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURES EXPANSION JOINT MATERIAL SHALL BE 112- THICK AND SHALL EXTEND THE FULL DEPIN OF CONTACT SURFACE CROSS SLOPES SHALL BE T12 IN. /E( WHEN OGU?7FR DRAINING AWAY FROM CURB HN. /FT. WHEN DRAINING _ TOWARD CURB ' CROSS SLOPES SHALL BE 2 IN. /FT. AT CURB eGUTTER CUT AS SHOWN ON PLAN. CONCRETE TESY CYLINDERS SHALL BE CAST DURING ' CONCRETE PAN POUR. CYLINDERS SHALL. REACH 3500 PSI PRIOR TO OPENING AREA OF POUR TO INAFF70 : GRAPHIC SCALE (w Necm) 1 mch 20 (t. O 6' PARABOLIC _ SECTION (f0.5) PARASOL /C PARABOLIC FIAT 6 5 5 6 SECTION 22' ASPHALT ARTERIAL SPEED HUMP SCALE. N.r.S 2' MAX 10" WIDTH ✓AR /ES TAPER HMA (SX -75) PG 58 -28 CURB FACE TACK COAT CURB DETAIL e.�. SCALE' N.TS # Revision Dole By lJob No. 20IM13.001 SGM CITY OF ASPEN SPEED Omwnby; 2 'ugsoCOSB 620° HUNTER CREEK TRAIL HUMP °°'e` oc re: oc Of 4 w wsgmincwm i i 1 EBSIMG TRAIL CROSSING �Tl AHEAD NIl -Ilv Nlle -P Ye -ffiL IYD6FYi Vl KWNML fiTL I.WML AMD MIIMKL /TRIM Am GN59�Ti usm .cmwr emc-0r -s wzevrc � STOP FI -I INIB SIA�DYIJ /MA'S/RKV SRV W// QV AYM Pof/ / o"', OIL W RU T5, CREEK 09 �O RI-1 RIXSIAM/ 5]A�.WJ.' PM ISI PoST CREEK RUMS �O 1 FI vo 41110" M6 —e CoNsTRUCT J AND CURB i EX1577W CURB m 41110 -2 M6 -2& RAISED PEDESTRIAN CROSSING SCALE..' N.T.S GRAPHIC SCALE l mr�l) 1 me_m n NOgS' I. DUMMY JOINIS, 1' DEEP BY 118' — 1/4' W/O7H AT 1N7ERVALs EQUAL TO 51OEWALK MOTH. 2 USE 7/4' R401US ON ALL EDGES. J. USE 6' OEP7H OF CONCRETE ON ALL CROSSINGS 4. CURE FOR 72 HOURS USING CURING COMPOUND, PLASTIC COVERING OR M0157URE 5 USE 4000 PSI CONCRETE W77H RBERMESH AOOMW AT 1 -1/2 LBS/CY. MAXIMUM SLUMP 4. 6. CONCRETE MR THE RAISED CROSSWALK SHALL BE INTEGRALLY COLORED TO MATCH SAN DIEGO BUFF — 0AWS COLOR NO 5257 CONIRAC70R 70 PRONTO£ S4MPLE TO BE APPROVED BY OWNER PRIOR 70 C'ON57RUC77CN OF CROSSWALK 000053 54RCUT SAWCU7 ASPhNLT 'o N N ASPHALT ASPHALT . rEPftOF7LE GRAD[ SECTION A scALe HTs TYPICAL PAIN RNSHED GRAD£ CROSS SLCRGN =` PEG. XINC (2X) PADI CROSS q �� SECRON O H.0 1R . RAMP � SLOPE SECTION B PED. XING ® CURB & GUTTER srAL[ Nrs 6SGM 118 Want SiAh 9rrel. Suite 200 G6n. ood Springs, CO 81601 970.945.1004 CITY OF ASPEN HUNTER CREEK TRAIL # Re Won Oak By PEDESTRIAN CROSSING bb NO. 301]i13.001 of 2 D �nb, v1u a 1 1 Rk x.m.c.wco�wvi� Tr50Qi;C f r yQ�o�"el w I oP CITY OF ASPEN HUNTER CREEK TRAIL fl Revision Date 2' ul 12" WIDE WRITE EIRFINC PER MUT lab No. 2012313.°01 2 of 2 PG 38 -31 °° b= K^° ._ O GO oc: PE: 'a Flle: N��lam.u_ce.aaion 5:110' RlP —nAP 050 =61 12' 0£PIH ' J, CURL CUT 6- BARRIER - 2' GUTTER SPEED HUMP BE PAIN= YEZLOW UOW / SCALE HITS /* CURB & GUTTER GENERAL NOTES' cu�ER'S 1. CONCRETE SHALL BE CLASS B. 2. PROF /LE GRADE OF CURBS AND GUTTERS SHALL & OF R /P£BYFi BE LOCATED AT THE FLOW LINE - / EXPANSION JOINTS SHALL BE INSTALLED WHEN ABU777NG EX /STING CONCRETE OR FIXED STRUCTURES. EXPANSION JOINT MATERIAL SHALL BE 112" THICK AND SHALL .EXTEND THE FULL DEPTH OF CONTACT SURFACE d d� O GOITER CROSS SLOPES SHALL BE 112 /N. /FT. WHEN URA /N/NG AWAY FROM CURB UN/FT WHEN DRAINING @° TOWARD CURB. % 0 GUTTER CROSS SLOPES SHALL BE 2 /N. /FT. AT CURB CUT AS SHOWN ON PLAN. / CONCRETE TEST CYLINDERS SHALL BE CAST DURING CONCRETE PAN POUR. CYLINDERS SHALL REACH 3500 PSI PR /OR TO OPENING - AREA OF POUR TO TRAFFIC Q0 e� i GRAPHIC SCALE 1 mon = za re ti i M N I n q tl 6 PARABOLIC SECTION (Y0.5J - PARABOLIC PARABOLIC FIAT 3.. SECTION 22' ASPHALT ARTERIAL SPEED HUMP SCALE N.T.S 2'MAX 12" _ W/OTH VARIES) TAPER \ � CURB FACE / CURB DETAIL SCALE NT.S HMA (EX 1'5) PG 53 -25 I J'' 7 SGM GB West Spring,C 81601 Glenwood Spring; CO m inc. 970.945.1004 wwwsgmincmm CITY OF ASPEN HUNTER CREEK TRAIL fl Revision Date 8y SPEED HUMP lab No. 2012313.°01 2 of 2 °° b= K^° GO oc: PE: 'a Flle: N��lam.u_ce.aaion