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HomeMy WebLinkAbout5572 Hwy 6 - 211303300005Work Classification: NewPermit PO BOX 850 EAGLE CO 81631 Address Owner Information Permit Status: Active Project Address 211303300005 Permit Type: OWTS Permit Permit NO. OWTS-9-14-11384 Expires: 1/27/2015 Issue Date: 9/29/2014 Parcel No. 5572 HWY 6 Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)328-8780 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) 970-945-8676HIGH COUNTRY ENGINEERING Contractor(s)Phone Primary ContractorLicense Number OLDCASTLE SW (970)328-1734 Yes44-14 EAGLE COUNTY EAGLE COUNTY Permitted Construction / Details: Installation of the Gunnison Vault Toilet Building as stamped by Timothy A. Baldridge PE, dated April 26, 2013; and in accordance with the installation instructions sanctioned by Thomas J. Scott PE, in his September 29, 2014 letter to Ray Merry with Eagle County Environmental Health. Engineer certification of proper installation along with as-built location on a site map with photos must be submitted to and approved by Eagle County Environmental Health prior to using the vault. Issued by: Environmental Health Department, Eagle County, CO October 01, 2014 Date Customer Copy Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification: NewPermit PO BOX 850 EAGLE CO 81631 Address Owner Information Permit Status: Active Project Address 211303300005 Permit Type: OWTS Permit Permit NO. OWTS-9-14-11384 Expires: 1/27/2015 Issue Date: 9/29/2014 Parcel No. 5572 HWY 6 Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)328-8780 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) 970-945-8676HIGH COUNTRY ENGINEERING Contractor(s)Phone Primary ContractorLicense Number OLDCASTLE SW (970)328-1734 Yes44-14 EAGLE COUNTY EAGLE COUNTY Permitted Construction / Details: Installation of the Gunnison Vault Toilet Building as stamped by Timothy A. Baldridge PE, dated April 26, 2013; and in accordance with the installation instructions sanctioned by Thomas J. Scott PE, in his September 29, 2014 letter to Ray Merry with Eagle County Environmental Health. Engineer certification of proper installation along with as-built location on a site map with photos must be submitted to and approved by Eagle County Environmental Health prior to using the vault. Office Copy October 01, 2014 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaalecountv.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty. us APPLICATION FOR ON-SI_TE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE 400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: go, k 4rwa ��02- _ Phone: Owner Mailing Address: 163 email: U f lom &�A,�• U s Professional Engineer: Lln'? Phone: Applicant I Contact Person: P ne: 9-7Z2 -32L � �Q Licensed Systems Contractor Name /Company: �e 5k Contractor Mailing Address: Contractor License #:_l� Contractor Phone Number: Q14D 3pr< - F� 3y email• 0-g0.lra QjAMSUCALc e no- is.�, OWTS Permit Application is for: k New Installation Alteration Repair Tax Parcel Number: Z H 3 03 3 - 00 00 5 Lot Size: Assessor's Link: www.eaglecounty.us/patie/ Physical Address: Legal Description: Building Type: Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: Commercial / Industrial Type of Use: *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: Privates IW%ell Spring Surface Public If Public, Name of Subplie;X: IV l r� O Ice Use Only: OWTSPE IT # _/ - /% -30 BUILDING PERMIT # Amount Paid: Receipt #: Check #: Date: 9 3 � 1 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REH Director December 9, 2014 Toby Sprunk Eagle County Open Space RE:Final approval of septic permit OWTS-9-14-11384;Tax parcel #211303300005; Property location: 5572 US Hwy 6, Duck Pond Open Space parcel in the Gypsum area Toby: This letter is to inform you that the above-referenced septic permit has been inspected and finalized.This permit was approved for a bathroom vault located at the Duck Pond Open Space location.Additional information about the maintenance your septic vault needs can be accessed through CXT Precast Products,the manufacturing company for the vault or through the web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system vault. The system has been designed to last for many years with proper maintenance. If you have any questions regarding this information,please contact us at (970)328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman Administrative Technician IV cc:OWTS permit folder Energov electronic file CIVIL ENGINEERING Ai,. 8-iployee Owned Company November 17, 2014 Mr. Ray Merry, REHS Eagle County Environmental Heath P.O. Box 179 500 Broadway Eagle, CO 81631-0179 RE: Eagle County Duck Pond Open Space Onsite Waste Water Treatment System Inspection Dear Ray: LAND SURVEYING On November 12, 2014, High Country Engineering Inc. observed the installation of the vault privy at the Eagle County Duck Pond Open Space site, located at 5572 U.S. Highway 6. The installed vault privy is a pre -cast concrete structure Gunnison model, manufactured by CXT Incorporated. The toilet vault was set in natural ground, in accordance with the manufacturer's installation procedures, the Eagle County Public Health Agency On -site Wastewater Treatment System Regulations, and the Colorado Department of Public Health and Environment Water Quality Control Commission On -Site Wastewater Treatment System Regulation 9 43, 5 CCR 1002-43, dated June 30, 2013. Please contact us if we can be if further assistance. Sincerely; -.. /1 -7/1� Thomas J. Sco . High Country E j"t On behalf of the Ead_!/r � Open Space Department 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676 phone 970.945.2555 fax www.hceng.com CIVIL ENGINEERING An Employee Owned Company September 29, 2014 Mr. Ray Merry, REHS Eagle County Environmental Heath P.O. Box 179 500 Broadway Eagle, CO 81631-0179 RE: Eagle County Open Space Duck Pond Boat Ramp Onsite Waste Water Treatment System Permit Request Dear Ray: LAND SURVEYING Eagle County Open Space hereby formally requests permission to install a vault toilet at Eagle County's Open Space Duck Pond Boat Ramp site, located at 5572 U.S. Highway 6. There are no public sanitary sewer facilities currently serving the site. The proposed toilet vault will be a pre -cast concrete structure Gunnison model, manufactured by CXT Incorporated. The toilet vault will set in natural ground. Attached are the manufacturer's installation procedures, a vicinity map and a site plan. The base of the toilet vault should be placed on a one inch thick leveling layer of compacted sand. The excavation and subgrade should be moistened and compacted prior to placement of the sand leveling layer. Both the subgrade and the sand leveling layer should be compacted to at least 95 percent of standard proctor density, and moisture content near optimum. These soil requirements should be tested and verified by the Contractor's consulting geotechnical engineer. Please contact us if we can be if further assistance. Sincerely; W Thomas J. Scot K . Fg11q High Country On behalf of the ,tj'jK'atii0V Open Space Department 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676 phone 970.945.2555 fax www.hceng.com O `f'44ro � botserO4 ; N1 V �, Crater +� 34 ` r7 y 6 ¢ Y iyt Mi _ 5 x7Sr6 Mines' raeiee Park r x6,sse � ,',ice' ��. �� • � _� - r 6 it G✓, !' I EAGLE COUNTY DRAWN BY' SCALE: HIGH COUNTRY ENGINEERING, INC. OPEN SPACE DEPARTMENT Las 1 20001 Id I N VE RNESS DRIVE EAST, SCE F• i 20, ENG LEWOOD, CO 80112 CHECKED BV; PROJECT NO' PHONE 0031925,0544 FAX 0"9250547 DUCK POND TJS 214rO29,00 Ir; 17 SLA KE AVENVV, STE 101. G LENWOOD SPRINGS. C 001 SO I E30AT RAMP DATE• PAGE: PHONE (970) 945.8676 FAX (970) 94Sr2SS5 $2$• 1 4 I www-r[ce,ra.co,a VICINITY MAP FILE: J.l5u5ltrRp l!?. 15/ 19�IOWGJSWMPlVIC[N1TY hIM.PwO LEGEND PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR -- - ExISTING MAJOR CONTOUR - - - EXISZING MINOR CONTOUR 4.217 45 ' J, J Q� 4''! I qp4"� �- 1, INSTALL VAULT TOILET f ■ CXT GUNNISON MODEL 1\vIllil r rf r •� � I 11 rn4. V r . i 1I � r, I :875;5f. •;;. . EED 825.48 r .. HIGH COUNTRY ENGINEERING, INC. EAGLE COUNTY DRAW 7J5 SCALE. 1.. _ Im OPEN SPACE DEPARTMENT CHECKED 9Y' PROJECT D: 14 INVERNESS DRIVE EAST, STE F-120, ENGLEWOOD, CO 80112 TJS 2141029.00 PHONE (303) 925-0544 FAX (303) 92-90547 DUCK POND 1517 BLAKE AVENUE, STE 101. GLENWOOD SPRINGS, CO 81601 BOAT RAMP DATE. PAGE: PHONE (970) 945-8676 FAX (970) 945-2555 O.W.T.S. SITE PLAN 9.29-14 2 wrrw.mCeNG.CoM FILE: J./54 $ ilydoi/21 d/ 1029lrnvts/C YVIS/S1TE PLAN.owc -CXT INCORPORATED SPOKANE, WASHINGTON SUGGESTIONS FOR INSTALLATION OF THE GUNNISON MODEL 1.0 MEASUREMENTS A. Vault Vault Height: 4'4" Vault Width: 6'6" Vault Length: 14'7 %" Vault Weight: 17,400 lbs. B. Building Floor Dimensions: 0'5" height, 6'6" in width, 14'7 1/2" in length Total Building: 9' 6" in height, 8' 6" in width, 14'7 ''/z" in length Total Weight: 25,875 lbs 2.0 INSTALLATION A. Placement The floor of the building and the top of the vaults should be the high spot of the site chosen. Finished floor elevation should be 4- 6 inches above natural grade measured at the front entrance of the floor. Both the floor and the top of the vault should be above the surrounding ground level with the pathway sloped up to meet the entryway. Ideally, the back of the building should be slightly higher to allow water to freely drain out of the toilet rooms. B. Excavation, Backtill and Compaction The hole dug to accommodate the vaults must be large enough to be workable and to allow the floor to the building to fit on the vaults when placed, but small enough to avoid excessive backfill after placement (use your own judgement). Compact the natural ground at the bottom of the vault excavation with a minimum of three passes with a whacker -type mechanical compactor or equivalent approved by the customer. Install aggregate bedding material for building support. Compact aggregate course with two passes with a whacker -type mechanical tamper or Installation- Gunnison 1 Does. I Rev.0 B. Excavation, Backfill and Compaction (continued) equivalent approved by the customer. Install leveling course of sand so there will be no high spots in the middle of the vault bottom. Set vault in place. Ideally, the containment area end of the vault should be slightly higher; '/4" per foot of run to allow the building to sit higher. Insure vault is level, side to side. Backfill around the structure. Use excavated material for backfill, rocks larger than 6-inches in maximum dimension shall not be placed within 6-inches of the exterior vault walls. Fill, adjacent to the building entry will have excavated material placed in fl- inch loose lifts and compacted with a minimum of two passes with a whacker -type mechanical compactor or equivalent approved by customer. After the vault is placed in the hole and backfilled, place the butyl tape supplied around the entire top surface of the vault. Make sure that the area is free of debris. C. Other Important Points I . Southern exposure for the vent stack is ideal, as this allows for heating of the vent stack. Heating of the vent stack aids in the venting of the building. Whenever possible, the placement of the building should be chosen with this in mind. 2. Aggregate bedding material provides a solid base for the vault. 3. Sand is preferable for use in leveling the bottom of the hole excavated for the vault, as it is easier to level. 4. Use of softeners when lifting the building is critical to prevent spawling to the roof of the building, if nylon leads are not available. 5. When lining up the vault and the floor of the building, lining up the rear corners of the vault (the containment portion) and floor (by the clean -out and vent stack) is the easiest and best way to set the building. The screen section and sidewalks will overhang the vault by several inches. 6. Important: Check the seal of the containment portion of the vault by getting into the vault through the clean -out cover in the back of the building after building placement. There should be no light leaking through, with the exception of the riser and vent stack holes. Use the caulk provided to seal around the riser and vent stack where it joins the floor and roof panels. When sealing the vent stack, be sure to put a bead of caulk in the floor vent hole, insert vent stack, then caulk around vent stack. Installation- Gunnison 2 DocS 1 Rev 0 A Recommended Lifting Equipment CXT can provide a drawing of the recommended lifting/rigging arrangement. Four lifting plates and four 3/4" coil bolts 6-inch long for the building can be provided for a refundable deposit of $1,000.00. 1. Crane of appropriate capacity to lift and place vault (17,000 lbs.) and building (26,000 lbs.) onto designated site. 2. Four equal lengths of cable or nylon leads for a minimum of25°0 feet. 3. Four lifting plates (CXT can provide). 4. Four softeners (wood or plastic) to protect roof edge where leads make contact if cable is used. 5. Four %" coil bolts 6-inches long (CXT can provide). Installation- Gunnison 3 DOCS.I Reyk BID SET DOCUMENTS FOR THE I M "(0) \L1 1) UNCC CALL BEFORE YOU DIG 1-800-922-1987 Utility Notification Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Co 80215 1901)) ' I N 607 I Ilu 5572 U.S. HIGHWAY 6 AND 24 SECTION 3, TOWNSHIP 5 SOUTH, RANGE 86 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, EAGLE COUNTY, COLORADO o r O 70 D O m n k i SITE LOCATION E 'pz re flu [ k Le rvc* Dp �ar�ae a air - VICINITY MAP SCALE: 1 "=2000' CIVIL SHEET INDEX SHEET NUMBER TITLE C 1. TI-01. TITLE SHEET C 2. GN-01. GENERAL NOTES C 3. SP-01. SITE PLAN C 4. GR-01. GRADING AND EROSION CONTROL PLAN C 5. SG-01. SIGNAGE PLAN C 6. PP-01. DRIVEWAY PLAN AND PROFILE C 7. PP-02. BOAT RAMP PLAN AND PROFILE C 8. CS-01. CROSS SECTIONS C 9. RE-01. RIVER BANK RESTORATION PLAN C10. DT-01. STANDARD EROSION CONTROL DETAILS C 11. DT-02. STANDARD DETAILS STRUCTURAL SHEET INDEX SHEET NUMBER S1 TITI F RAMP DETAILS ENGINEER'S CERTIFICATION PREPARED UNDER MY SUPERVISION TOM J. SCOTT, P.E. DATE COLORADO NO. 39393 FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1. The Contractor shall conform to the Project Specifications. In the case of any discrepancy between the Drawings and Technical Specifications, the Technical Specifications shall prevail. 2. The Contractor shall conform to all Eagle County rules, regulations and stipulations while accessing through or working within the site. 3. All materials and workmanship shall be subject to observation by the owner and its representatives, and High Country Engineering, Inc. These parties reserve the right to accept or reject any such materials and workmanship that do not conform to the approved drawings and/or standards and specifications. 4. Utilities marked on Plans are approximate. The Contractor is responsible for field locating any and all utilities and their protection. The Contractor is made aware that conflicts with existing utility services may exist. Prior to beginning any construction, the Contractor shall contact all appropriate utility companies for line locations, and Contractor shall then locate all utilities (including depth). Utilities that are damaged by the Contractor shall be repaired by the Contractor at no expense to the Owner or Engineer. 5. The locations of underground utilities have been plotted based on utility maps, construction/design plans, other information provided by utility companies, and field locations in some instances. These utilities, as shown, may not represent actual field conditions. 6. All utilities, both underground or over head, shall be maintained in continuous service throughout the entire construction period, the contractor shall be responsible and liable for any damages to, or interruption of, services caused by the construction. 7. The Contractor shall obtain at their expense all permits and inspections which are necessary to perform the proposed work, including State CDPHE discharge permits. 8. The Contractor shall notify the Owner at least 48 hours prior to any construction. If work is suspended for any period of time after initial start-up, the Contractor must notify the project engineer 48 hours prior to re -start. 9. The Contractor shall coordinate and schedule a preconstruction meeting at least 48 hours prior to any excavation. participants shall include, but not be limited to, representatives of the Contractor, excavator, engineer, and Owner. 10. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, field staking or physical features shall be brought to the attention of the Owner. If the Contractor proceeds with the work without notifying the Owner, he does so at his own risk. 11. Observations of the work in progress and on -site visits are not to be construed as a guarantee or warranty by the Owner of the Contractor's contractual responsibilities. 12. The Contractor is responsible for the stockpiling of materials. The Contractor shall coordinate with the Owner and the material supplier in advance of delivery. 13. Initial survey control points shall be provided by the Engineer. The Contractor is responsible for maintaining the control points and providing necessary construction staking. 14. The Contractor is required to contact High Country Engineering, Inc. to establish/confirm construction benchmarks. 15. Project safety is the responsibility of the Contractor. The Owner is not responsible for safety in, on, or around the project site, nor for compliance by the appropriate party with any regulations relating thereto. 16. All excavations for utility lines, culverts, or trenches shall meet the requirements of the Occupational, Safety and Health Administration (OSHA) and Eagle County, whichever may apply. 17. All traffic control devices shall comply with the latest version of the "Manual on Uniform Traffic Control Devices" and the Contractor is directed to pay particular attention to the section of construction traffic. 18. The Contractor shall coordinate pedestrian and vehicle traffic disruptions with property and business owners. 19. The Contractor shall not park any vehicles or equipment in, or disturb, any area not approved by the Owner. 20. Permittee or Contractor shall procure and maintain general public and auto liability, and property damage insurance covering the operation under this permit in the amounts acceptable to the Owner. 21. All structures, concrete, trees, brush and rubbish shall be removed and legally disposed of by the Contractor at no additional cost to the project. 22. Contractor shall contain construction operations to the area within the Owner's property and right-of-way. Contractor shall not operate outside this area without the prior express consent of the private land owner. Any damage to private property by the Contractor outside these limits without permission of the private land owner will be the responsibility of the Contractor. 23. The Contractor shall protect and preserve all features located out of the scope of work including concrete, pavers, asphalt, pavement markings, trees, bushes, shrubs, and ground cover in a manner acceptable to the Owner. All disturbed areas shall be restored, replaced, or repaired to original condition and to the satisfaction of the Owner. 24. Proposed boat ramp section design obtained from Oddo Engineering, Inc. 25. Compaction testing shall be done as specified in the compaction recommendations of the geotechnical report. All soils testing shall be performed by an independent subcontractor selected by the Owner. 26. All organic matter shall be removed from fill areas. 27. All fill material to be placed beneath pavement to be compacted and tested per the geotechnical engineering requirements. 28. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of fertilizers, chemicals, etc. The Contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site. 29. The Contractor shall keep one set of contract drawings marked to fully indicate as -built conditions. The drawings shall be provided to the Owner upon completion of this work. As-builts ties to all improvements are to be provided by the Contractor. 30. If ground water is encountered during excavation beyond the expected river levels, the Contractor shall notify the Owner immediately. 31. Provide dewatering for ground water encountered during excavation and trenching. Construction dewatering permits are required and must be obtained by the Contractor for ground or river water seepage encountered. Dewatering is considered a part of the work. Refer to drawings for more information. 32. Contractor shall maintain positive drainage away from existing roads, sidewalks, and structures in all directions. 33. The construction of all roads, sidewalks, earthwork and other infrastructure development not specifically specified by separate utility companies, shall be constructed to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction 2011 Edition and latest revisions, and CDOT Traffic Standard Project Plans, 2012 edition and latest revisions. The Contractor shall obtain copies of these specifications and plans. The Contractor shall have one copy of the plans and one copy of the specifications at the job site at all times. 34. All site development will be constructed to the above mentioned Colorado Department of Transportation Standard Specifications for Road and Bridge Construction 2011 Edition and latest revisions, and Eagle County Land Use Regulations as may be applicable. When standards conflict, the standard judged most restrictive by the Owner shall prevail. The Contractor shall obtain copies of the Eagle County Land Use Regulations in its most current edition and have that copy on the site at all times. 35. Road subgrade and finished aggregate base course shall be proof rolled and free of deflection to the satisfaction of the Owner. Any failing areas shall be repaired and proof rolled again until accepted by Owner, with no additional cost to Own er. 36. Site topsoil shall be stripped and stockpiled, for later reuse for on site restoration purposes. 37. Topsoil shall be stockpiled to the extent practicable on the site for use on areas to be revegetated. Any and all stockpiles shall be located and protected from erosive elements, including erosion control around the perimeter of said stockpiles. 38. Disturbed areas shall be re -seeded and mulched. 39. Oversize boulders encountered during the Work shall be removed and stockpiled at the site as designated by Owner, at no added expense. 40. Contractor is responsible for daily cleaning tracked debris on public streets caused by activities on the site. 41. Contractor is responsible for dust control of the construction site at all times. 42. Contractor shall comply with all local, county, and state regulations pertaining to grading, dust and erosion. 43. At all times, the property shall be maintained and/or watered to prevent fugitive dust. Earthwork operations shall be discontinued when fugitive dust significantly impacts adjacent property. If earthwork is complete or discontinued and dust from the site continues to create problems, the Owner/developer shall immediately report damage to adjacent properties. 44. Contractor shall establish and maintain vehicle tracking pads at all construction accesses. 45. Contractor shall employ storm drainage, pollution, erosion and sediment control Best Management Practices within the site at all times. 46. All discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations. The Contractor shall obtain at their expense any and all discharge permits necessary to perform the proposed work. REVEGETATION NOTES: General Notes: 1. Revegetation configuration as shown on drawings is approximate. Contractor shall revegetate disturbed area as marked or as otherwise identified in the field. 2. Restore all disturbed areas to equal to or better than pre-existing conditions. PROHIBITED CONSTRUCTION ACTIVITIES: 1. Using any substance other than water to control dust. 2. Open burning of project debris without a permit. The contractor is responsible for obtaining the permit or disposing of the trees and stumps. 3. Pumping of sediment -laden water from trenches or other excavations into any surface waters, any stream corridors, any wetlands, or storm sewers. 4. Discharging Pollutants - such as chemicals, fuels, lubricants, bituminous materials, raw sewage - and other harmful waste into or alongside rivers, streams, impoundments or into natural or man-made channels leading thereto. 5. Storing construction equipment and vehicles and/or stockpiling construction materials on property, public or private, not previously specified by the engineer for said purposes. 6. Disposing of excess or unsuitable excavated material in wetlands or flood plains, even with the permission of the property owner. 7. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, wetlands surface waters, or outside the easement area. 8. Damaging vegetation outside of the construction area. 9. Disposal of trees, brush and other debris in any stream corridors, any wetlands, any surface waters, or at unspecified locations. ID SE 8-28-14 � U �- w zxoF: Z > Z Opm Q >00D OwZ� U� Q� 0 ¢ z�Qw Eo r- mO�m Q0=w O0 N 2 z0 N Z 0-ILL] o 0)- DO mmmo O o ZOOz E-�Ld O �0 o �wWO I- ly- JW Q U M mOjU C LLL � Ld U UmWO O d 0 o O rXM 00 Z m o N Y U lil Ld 2 ~Q J 0 U 0 IT d Z V L Z �, N Ot-M W Z W�0 U,U U 5� LL 6 ZWZ. to z U1 � dac~o U aNO dd 00��'' I.., ..I 0 rn Z m^ Z� ;we 0 Z U _ a rZ V x 0. Z W W Z d 'Q 0 1)W OZ Z U Op m� J w Q 9 Jd ZJ W w� a� Z a W Z C9 0- U O 0 PROJECT NO. 2141029.00 GN-01 C2 EXIST. EDGE OF ASPHALT (TYP) NORTHING:1100419.03 EASTI N G: 943522.01 P'ND 24 GHW A o HI 6 PROPOSED CENTERLINE ROAD r PROPOSED CONCRETE ACCESSIBLE PARKING CONCRETE SIDEWALK INSTALL VAULT TOILET CXT GUNNISON RIGHT HAND PURCHASED BY COUNTY j w E EX V1 C EAR PROPOSED RAIL FEN 4' 20 PARKING STA CD 0 Cn 00 0 CJ O CTI 1 D DCA 2 0 0 m� I� Q 0 �u- W O � I MATCH EXIST. ASPHALT (TYP) �2*54'01" L=157.01' R=3101.74' CD=156.99' J 77 °56' 04"E PROTECT IN PLACE EXIST. TREE (TYP) FUTURE PATH SIGNAGE & STRIPING BY COUNTY PICNIC PICNIC A R E nAT\�" / 399.20 / N84'27 45 E - ROW o� CONTROL PT 10002 6213.06 RAC CDOH N: 1100448.41 E: 943843.68 EXIST. -4 61 EASEMENT ----------------- ��vPo PEA GRAVEL PICNIC AREA DIAMETER: 24' (TYPICAL) PC AR A "D" i I `� • W � AREA "B" /�� � ` i PEA GRAVEL PATH WIDTH: 5' (TYP I DEPTH: 4" (TY ) VARIES 10 INSTALL PEA GRAVEL PATH AND PICNIC AREAS AS DIRECTED BY COUNTY OVE 3580 S.F. EXIST. ASPHALT + CONTROL PT 10012 w COVE 880 S.F. EXIST. ASPHALT / 6203.49 OE BM PUMP HOUSE o PROPOSED 8' FENCE OPENING N: 1100178.78 of o E: 943884.44 OE EXIST. OVERHEAD _ CE MATCH EXIST. ASPHALT �� 3 of ELECTRIC °E °E OE ~ - WAY I C OE LL �I - OT AFFIC C. �''� PROPOSED 5 LF 2" SCH40 P) 10+ 9.33 t° �/00 EXIST. UTILITY O 3EX/S PVC IRRIGATION PIPE x� X X w X EXIST. TELEPHONE PED. E�FCTR/c�£� EXIST. PUMP HOUSE rn - o CONTRACTOR TO VERIFY AND PROPOSED 8' FENCE OPENING�oo + 6� O SCNl'O J MATCH EXIST. IRRIGATION PIPE SIZE wo DRAINAGE SWALE (TYP) 'I' F��9 3r �F 2P�PE AND MATERIAL AT PUMPHOUSE o y'�,nlyy ROPOsvpR \GP�' O PROPOSED INFORMATION SIGN PROVIDED BY EAGLE COUNTY PROPOSED 4" SCH40 PVC SLEEVE INSTALL IRRIGATION PIT WITH OPEN SPACE + 2"x2" TEE AND 3 VALVES PROPOSED 236 LF 2 SCH40 PVC k Zg ✓✓ O X EXIST. ASPHALT PAVING TO REMAIN IRRIGATION PIPE AT 30" MIN. COVER P Q �03 o PROPOSED RAIL FENCE INSTALL ADAPTER, 90' BEND, +o PROPOSED RECYCLED ASPHALT PAVING N (SEE DETAIL) STANDPIPE AND THREADED ® RECLAIMED ASPHALT PAVEMENT (RAP) 0, cD \ CONNECTION WITH CAP W R40PC = 8+ 7. Z • VA IES INSTALL PARKING STALL DELINEATORS / = a 3 ON EACH SIDE OF PARKING STALL W o of I GUARDIAN TRAFFIC 14350.1-D YELLOW AND ro+ ✓ OHWL�6200.1' O 16700.100-D REBAR SPIKE 14-INCH (OR EQUAL)\, / 6• 10 © Q Ln U PROPOSED RAIL FENCE Rg0.0 1� (SEE DETAIL) v I (Q INSTALL ADAPTER, 90' BEND, O 0 cy, STANDPIPE AND THREADED F F- K CONNECTION WITH CAP Ac HYDROSEED ALL J ® DISTURBED AREAS + ?O _ PROPOSED GRADING FILL PLACEMENT -­11"4 / PROPOSED COVE Q + Li�'S i"�' - d WITHIN LOOP APPROX. 2200 CY \ � �G 12.0' o APPROX. AREA: 4500 SF cs STORMWATER o f o SEDIMENTATION BASIN oo ^ r o ao y x U9 c' X o RAMP SHOULDER \ Os �o X II X 12" MINUS RIPRAP c7 NE_ Wq Y�6 TRA- 6-1-c FFIC T _ � � PROPOSED CONCRETE RAMP (SEE DETAIL) BACKFILL W/ 12" D50 TYPE-M ANGULAR RIPRAP OR EQUIVALENT CLEAN LIMITS OF DISTURBANCE ALLUVIAL MATERIAL. ID FILL VOIDS WITH SMALLER DIAMETER ROCK BOULDER APRON PROPERTY LINE .>1EXTEND BOULDER TOE Z0071 BELOW 6185.0' MIN. . S90'00'00"W 825.51' (DEED 825.48') OHWL-,6199.22'r' ^^� V� LINE TABLE LINE LENGTH BEARING L1 31.35 S10'23'52"E L2 88.06 S08'03'49"E L3 79.89 S05'49'55"E L41 85.47 S01'40'09"E L5 100.65 S05'54'43"E L6 59.69 S81'21'59"E L7 46.68 N41'48'49"E L8 2.73 N00'00'00"E L9 29.58 N40'29'35"W L10 119.98 S84'05' 17"W L11 112.74 S05'54'43"E L12 53.42 S86'45'37"E L13 167.98 NO3'11'11"W CURVE TABLE CURVE DELTA LENGTH RADIUS CD CB C1 75*27'16" 65.85 50.00 S43'38'21 "E 61.19 C2 56*49'12" 74.38 75.00 N70'13'25"E 71.37 C3 41'48'49" 72.98 100.00 N20'54'24"E 71.37 C4 40'29'35" 35.34 50.00 N20'14'47"W 34.61 C5 55'25'08" 96.72 100.00 N68'12'09"W 93.00 C6 80'50'54" 70.55 50.00 S46'20'10"E 64.84 C7 5'23'38" 9.41 100.00 N84'03'48"W 9.41 C8 37'18'24" 45.58 70.00 N21'50'23"W 4±78 C9 54'09'29" 80.72 30.00 N71'10'02"E 58.48 UNCC CALL BEFORE YOU DIG 1-800-922-1987 Utility Notification Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Co 80215 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. GRAPHIC SCALE 30 0 15 30 30 ( IN FEET ) 1 inch = 30 ft. LEGEND BOUNDARY LINE RIGHT-OF-WAY LINE ADJOINER LINE EASEMENT LINE BUILDING LINE WATER LINE W W TELEPHONE LINE T T OVERHEAD °E OE - ELECTRIC LINE E E EDGE OF CONCRETE CENTERLINE - - FLOWLINE EGDE OF ROAD LINE FENCE LINE x x LIMITS OF DISTURBANCE CATV LINE cry c1v EXIST ASPHALT PROP RECYCLED ASPHALT 6" THICK FLOW DIRECTION RIVER BANK E-J ID SE 8-28-14 ULLLd dX0~ z > z O00 � Q �OtD� o zF- U�co (:Y) X dND WO r- i- J , z[2Qw m02m <OIW 00 N z0 N z 00i_2 LL (y) - Wmmm oo Zo0z O O co FnWWO �Q� Jw � Q U m m0)O C LL � U < Z O LLJ d• d 0 o q m X o X 00 U7 z Y Ld U Lidrry S C J V z V In Z N MEMO O0q W Z W�0 Urn S 0 LL Z wZ ' c, W } do.to U x O O i Z>~Z� m Lo W v �n V 0 a rZ V x Z 0 0. U z LLJ H ui F- z d 'Q 0 1)W OZ U ()° m1 0 W JU W a ZJ 0� d� W O. O Z L a U IL LW 1 v` PROJECT NO. 2141029.00 SP-01 C3 �2*54'01'; -�i i/ — , , „ 9.2� CHWY�EED) Zj / �/ �� L-157.01, / //��N R=3101.74 / / / 45 39 CD=156.99' �� / 2 // / / / LEGEND W Z z o° J pQ r" o D�jzF as Co aoEED 0) p za�� - I r C - 7 °56 04 E o / °/ PROPOSED MAJOR CONTOUR 6190 PROPOSED MINOR CONTOUR H10 p 7 w >_OaW J � F- �U�m °oLd2 n AY 0 HIGH 0 0 ND 24 / / �, / / / / / / / °�- / / / EXISTING MAJOR CONTOUR 6190 EXISTING MINOR CONTOUR N Z_ JW o=Oo �p o � Z��o D, op o ��� JW � m0<> EXIST. ASPHALT / 100-YR WATER SURFACE CONTOUR 6190 aU m C �LL,Q� U L _j OC) J X Z � 6 I / � / o / I /♦ SEDIMENT CONTROL FENCE / / / / / o//j- 1 FLOW DIRECTION s � x � - y ( i / �� / / / / ♦ // // / / RIVER BANK � EROSION LOG ER O ,f� / J GRAPHIC SCALE 30 0 15 30 30 STRAW BALE SB O U) / / / SURFACE ROUGHENING SR IN FEET O > Ld o �J T / 1 inch = 30 ft. EXISTING ASPHALT I I PROPOSED RECYCLED ASPHALT 6» THICK W d i �✓ LIMITS OF DISTURBANCE I I F.G. I I I F.G. / / 6218.16 • I ` o / / / / I I 6218.56 I I F.G. I I I 6218.24 <.. I I I I / �` / / / \ I / O I CONC. SIDEWALK 6217.84 I I ) 4'X4'x4" W/ FIBER MESH F — 621 24 I / / / EXISjkNG PAVEMENT TO/BE REMOVED 1 _ ERHEAD ELECT lff— of S T + ASPH _ -o I o —.� i \ / / / / / / / m d r X � Z m 0 o O N 00 p I / M.E. ® M I _ / 3 °E of of OVEFHEAD o _ / / �! / / / _ EI_tCTRIC E of _— / 10 10 » 6 THICK / m z Q o W Y Ld 7 N 1-1 ~00 o U J LL \\ 1 110+ 33 / / J / \\ q 2% SLOPE 2% SLOPE j�• \\ \ CONCRETE \ END TAPER ♦ / FG: 6208.32 ♦ / / \�\� �LJ �� q'� z �"� I WASHOUT AREA �^ I I \� M.E. / BEGIN! J / r / / / N t�^ vIn G. 6 5.69 I I-oth \\ I 6215.1 F.G.EXIST. PAVEM SR / Ui � BE REM D ���� � / / MAY 20A4 SURVEYED EDGE OF WATER 1 MAY 14 HIGH WATER ELEVATION=6197.8 / I / �, , / TYPICAL DRIVEWAY SECTION N.T.S. �. O *- W W o 0 \\\ o • / I \\ �j0 , _ _ 100 YR FLOOD ELEVATION-6209.9 � / / = / / FUNCTIONAL LOW WATER ELEVATION 6194.0 w O z � V �,, W SIR / / Z z W Z to W \\ \ I o ♦ ro 205.14 iJ1 - d fir v a W 0 x \ f/ \ E J �O BEGIN R P 2 I �� � I �y FG. 620 .5 4 FG: i CO4.3 / � 06m .. m O z Z \ / 6210.26 9 E � � � OHWL-6199.2 INV: 3 3 / Z „ M K..JW O Z \ I FG: M / 6200.00 3 3 / r� V O P.C\ \ I 621 I ` \ 6209.34 \ I C ,�• \ J 209:34 �` STORMWA O / o / 620 .83 SEDIMENTATION B IN �, � • / LIMITS OF EXCAVATION /0/ � a F.G. 6 07.77 + / � INV: o / ° TEMPORARY COFFER DAX. / / \ \ I .00 / TURBIDITY CURTAIN / � / Ij/ / PROPOSED COVE Cj \ I — P.T. END RAMP ° / 6+00 i FG: 6190.00 �/ / \ \ J P.T. 6205.02 G \ i Cl/ oAVERAGE LOW WATER DEPTH / 5 FT IN PROJECT VICINTY / / / � LIMITS OF DISTURBANCE � i �O .��, ° OIL BOOM i SILT FENCE \�P��\�\ // / / Z I< ZIMQ / —LSOF pF-P�\O TEMPORARY WATER PUMP" ° LOCATION OF DISCHARGE / PROPERTY LINE NON —CONCRETE LADEN WATE / / j w � Q a ..j �290°000"W 825.51' (DEED 825.48') \ Z < 'Q < 0 Q �'�' z O — ✓ ' / /// UNCC CALL BEFORE O R w W Q ICI J U Q U (� d Z O YOU DIG 1-800-922-1987 Q- Z W [L 0 z w ♦ v / //// / Utility Notification Center of Colorado ID SEAdministrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 — — 14 o U O ` Lakewood, Co 80215 CALL BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. W PROJECT NO. 4 i 21 029.00 G R-O i L2157 01' 'WY DEED) ULL w oo W o°0 R=3101.74, CD=156.99 „ �' ° 7' 45 E 399 .2 NB4 2 r" aQ � o ¢oY� O z¢<W C = 7 °56'04"E U� 0) <m E0 - � Ld 00 CV ¢�=w Woi-2 z0 N z 24 �O o mpixo Dix o 0 Z0El Y' _ STOP F�Ld O p Fn�00 0m�GHWA0 HI ;0;() W LL ♦ ¢U m NW¢W U mXz Ld O U 3, 3 m s FUTURE PATH p,�N GRAPHIC SCALE z SIGNAGE & STRIPING BY COUNTY f 30 0 15 30 30 O W W ( IN FEET) 0 0 1 inch = 30 ft. INSTALL STRIPING & SIGNAGE PER EAGLE COUNTY REQUIRMENTS Ld HANDICAP PARKING K d R7-8 RESERVED PARKING , ° .A O12 Q <.,. z -1 NOT TER C4 +o 1 OP R7-1 0 0 . , z mm X OCV coC� O o NO PAR I ANY TIM z o N R7-1 ¢ � ILLw 2 ¢ J 10+00 - ONE WAY --I — N NO PARKING ANY TIME U — 9.33 —�� TRA FIC - \ 9 •h d o p 10+ % X p _ NO PARKING _ NO PARKING z _ C1 O ANY TIME ,r ANY TIME r� � U O� D cw R7-1 NO PARKING R5-1 ANY TIME O \ F`� y,� V V Z �. if) O rri �-. O DO NOT ENTER a (� q 0) m� m � `�`'' 2 r—' INFORMATION SIGN TO BE + f k W W�0 I O3 �c PROVIDED BY COUNTY \ o Z N U U i..i • Cn N + \ � U o 2 ' NO PARKING LOADING ZONE z W Z w R7-1 R7-1 jam' o �� W > a U O5 NO PARKING ANY TIME NO PARKING) ANY TIME 00 \ to W U) 00 x L� O R7-1 O O m0 ~ Z NO PARKING ANY TIME I_ -rt�z R7-6 NO PARKING LOADING ZONE � ;we W O I O n< Vr Z x IL R7-1 x o NO PARKING ANY TIME P G R7-1 F �± a a \ X NO PARKING ANY TIME �. R7-1 NO PARKING —�_X _ ONE_ / AA • ANY TIME TRAFF6+00IC N A R7-1-/NO PARKING R7-1 ANY TIME NO PARKING <- ANY TIME W z �M PROPERTY LINE 0 + W i--Z S90°00'00"W 825.51' (DEED 825.48') z d 'Q 6- 0 4" O W m W Up Z UNCC CALL BEFORE �` 0 R j; J U O YOU DIG W z �" 1-800-922-1987 U) Utility Notification ID SE W U Center of Colorado Administrative Office 303-232-1991 A 12600 W. Colfax Ave., Suite B-310 8 — 2 8 —14 O Lakewood, Co 80215 Q CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PROJECT NO. 2141029.00 SG•01 C5 CIN I\ � I I1 / l L 0W > z <U X 0� pw Ow �OIII (p JI II II U0 O, �—pQ� III I I / I I a / / 00WpWzi—Y�Q-�W2 N 2W ZU NZ I I \ I Il I / ♦ O WOOZ I—W 0 CO —WWF O �F O � JW r- 1, mO�U QU (0 NLL U /E-- OE + — p X m 0� p ¢ wz U —_— _ l OE `t OE � / OE �_ OE J OE OE t \ I Cn \ \0 I J 33 � 0 0, � � / / 3 / / / / GRAPHIC SCALE 30 0 15 30 60 z O \ TATION 1 2Z r / J / // > W \ 1 I \ I / END ASP A T FINES �,• �IN C. � / �` / �' / C FEET ) 1 inch — 30 ft. � / \ / / 4. o / / / UNCC CALL BEFORE O w _P 7.71 � / � � YOU DIG 1-800-922_ 1987 Utility Notification All ID SE W F- d 12 / / • 11 \ I / / / Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Co 80215 8 — 2 8 —14 { J CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. O z / \ / A m z N 0 \ \ I �Ja \ 21 I ATION 5+17 0� / , . / I BEGIN ASPHA INES / 2 ) / / / j 10 �� 10 ASPHALT SURFACE 6" THICK m X z a p fY W 2 w _ p 00 N 1-1 W 00 ¢ � w � � \ \ l ON a ,� -q 2% SLOPE FRECYCLED 2% SLOPE • 00 00 I X y e 6+°° CV V In z in I I T �� :_�/ / / / /� r 7 / / / / \ / / TYPICAL DRIVEWAY SECTION N.T.S. �: � Fy t o O ;. W I / W N W O o �V� �W ����/% /coo) PROPERTY LINE / / / / V �� / W U) q x J00"W 825.51' DEED 825.48') / j-• 1 O0-1 -1 �C .\ /�/ O Vr W V = Z a C� x PVI STA = 8+20 PVI ELEV = 6207.37 W PM STA_ PVI ELEV = 6204.67 LOW POINT ELEV = 6201.86 A.D. _ —3.45 LOW POINT STA = 6+86.28 K = 23.17 a ,.,,J( _2 85PVI K = 17.55 STA = 7+10 t PVI ELEV = 6200.77 A.D. = 8.60 t 1 o z 0 w M w IL 50,0' VC K = 13.95 120,0' VC rn II } M z Q Z + o rn 000 N H Uj J ) w 5 a O W O Z U I Z o o +w N > o_ W 3 w Q .. IL+ Zv m > m tO w m N �ii ` ' w to N w m PROPOSED GRADE 2.55% MA' CH+21J6 w z O" �" \ W U Uj m � ,-� EXISTING w Q. V W � 6 0 EXISTING GRADE 5+17 MATCH EXISITNG -2.609, - - ASPHALT PROJECT NO. 06� ply N� NN �� `°1.n �� N� N� c0� o� —� oo '1)N `t `�M 'nc0 04 N� N0 N0 �� �� rn� ��_ m� (6m 006 6O NN Mr�i NN N� (yam N N 0 N FEET) 1 inch(I6 f VERTICAL 21L)G)(029.00 PP"Oi cp N N N c0 0 c0 0 N N N N c0 V, (0(0 c0 co c0 Cq N N N N (0(0 COCO (0 c0 (0 c0CID 5+00 6+00 7+00 8+00 9+00 10+00 C6 W � U L- w > Ld <XC __ W z z >OUJ Opm 1" o QwzF- ' Ucj� (:Y) 0 Z<QW WO r- m�2m J , Q�Ww \ OU N 2 zU (\I z � - U) mDX0 �O O o ZOpz ~ ~ ) 3 J W mOjO QU C� CV�-Q� \ VO�. U Lo O UmWo D \ �\ GRAPHIC SCALE \ � 6.20 �� k \ X X ,o o s ,0 20 \\ 9S \ z (IN FEET) \ \ O 0 1 inch =10 ft. co > . ° 0 8 Qo 1+ O O\- BROPOSE D CONCRE rE + O O \ BO T RAMP N - ID SE \ N p � p - 8-28-14 � .\ \ p p Ld ° °0 —� / d PROPERTY LINE \ \ \ \ Z ,9 \ O \\ \ \ O N \ \ \ \ UNCC CALL BEFORE \ � m m � o fY � a) d. YOU DIG z Y 1-1 1-800Uti1t9221 0 J 00 o ILL J Notification Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Co 80215 d CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. z ran V In Z N Ittttttty � � �. O O o c0 W�0 � U aiONN % . C � o . W� + N N t0 N co Q N W W 7 Z W Z 6210 m m6210 W U) ap x • N EXI TING GROUND + PROFILE 8" THIC CONCRE E SLAB ECYC ED ASPH LT R AD a/ 0 'I I..I 0 100—YR FLOOD ELEV: 6202.93' RAMP 2.23% 5.72% z m Z II — — — — rs NOTES: W 1 6200 — _ — — — — —.�.Er.yw. r.,� 1) SEE SHEET C8 FOR TYPICAL RAMP O �. (� Z 15.00% � ,• CROSS—SECTION. r 1 O .: Yy �r...- 2) SEE SHEET S1.0 FOR DETAILS OF THE II. r CONCRETE BOAT RAMP CONSTRUCTION JOINTS, CONTROL JOINTS, AND GROOVE LAYOUT. THE V 6190 LOW WATER > - . �::�?::-:•;;::.., E EV: 6190.0 ,,a- w' >: 4 ;,•k,� ,,,..�...' 1FT LAYER OFE)LASS '` r ' 2FT LAYER R—D OF LAYOUT OF THE 15 FEET WIDE SLAB SECTIONS SHOULD BEGIN AT THE MIDPOINT OF THE RAMP x �.r,�-�r�d�-;.;;: 3':;, .;.�:•. ...... ,� r' ` �� _saws � 3/4„ WASHED ROCK BASE CENTERLINE SO THAT THE SIZE OF THE SECTIONS AT THE ENDS OF THE RAMP IS MAXIMIZED. 6182 0 coo �12" d50 TYPE M ANGULAR RIP —RAP cq� "� cV " � o 000 (O O)0) (Do NO 04 t0 NO t0 • (0 c(D 0 1+00 EXISTING FINISH 1+50 PROPOSED FINISH 2+00 2+50 (IN FEET) GRADE GRADE 1 inch=10 ft VERTICAL J IL t_. Z IQ IL Z d Z �W OZ ()Q m� � w I..I d Z a. wW aa. 0. 2 w O � 0 m PROJECT NO. 2141029.00 PP-02 C7 U U. W GRAPHIC SCALE z 'z >o�� 00 r, w pwzF 5 0 2.5 5 10 QQ 000 <02p UX 0) O Z<Lx dw LSO .-- F- NO<m ¢(5g 00 N i ( IN FEET) zu N z 05F-2 1 inch =5 ft. r0 0)o "1")pxp Dix O oo ZOOz O co �ww0 o �- o: o JW I11 MO<U` NL-Qx QU m U Ln JMX O U 6210 16210 m 6208 6208 6206 6206 6204 6204 z -ELM) lhL 0 ELV.6 2.3 6202 E�IS­ING GAE 6202 > -- W 6200 - S1 A I 1 6200 H L 4 0' 1 .0' C NC E E A P 4• 6198 6198 0 SOP I SAL M RI 1 ON FI-Ntjmlu TE 6196 8 S AN A D 0, ND N XT ND TIE A 4 U "':_1 RI L N L. CO C ET 6 196 SBGAE NDCLS 6SET1 N 6194 - 6194 50 TYPE M IP jlA ;;_ _ i6192 _' 6192 W IN 8" 45� 0 PSI C N E E LA TO PR VI E A LA P SURFACE)WI H 5 E AR Al5 D PT OP 0 5% S P LO A LION 6190 E 0 6190 S E A P E IL HET S1. I m EWENCLSS6AN � 6188 " 6188 E R C 6186 2 EE CAS R A B E 6186 DATUM ELEV I+ 6185.00 —40 —30 —20 —10 0 10 20 30 40 50 60 1 o..z 3 o C 8 r 0 Co !Y CO � m o N U BOAT RAMP CROSS—SECTION w00 HORIZONTAL SCALE 1"=5' o u o VERTICAL SCALE 1 "=5' U z c� U) N 0 Lb O�� O w W°°0 0 v Z_ Nun u V = V zWZI Z -- ( W WW NODx 6210 w 6210 OO m j�., J 6208 6208 Z ts m Z ts Es `� Lo 6206 6206 s. W o O Z 6204 Li 6204 U 0 = w ---- --- — 1 0 FLOOD T a. ELV.602.3 6202 S IS N A E 6202 V 6200 6200 x p ECHVIL 6198 5 0 � 6198 6196 6196 6194 6194 • 6192 6192 10; � S 6190 5 SOP LO E E A R LIN 6 90 00 6190 6188 6188 in 6186 ±h 6186 1— x DATUM ELEV =L Z 6185.00 0 10 20 30 W Z COVE CROSS—SECTION o 0 0o U HORIZONTAL SCALE 1"=5' U W W VERTICAL SCALE 1"=5' J U Z U) 04 d� W (L D- UU o 0 PROJECT NO. D SE 2141029.00 CS-0 i 8-28-14 C8 0 LLLI z z >0(J OE � wo Z� zgQw 00 N Q0=w Zu / / / / / 1� • rO 0 cnmmo �W Or ZcO� cc — w m1O FpW O Jz 00 (0 ::)L m0�� / / / / / ♦ �W QU CO NWQW U UmWZ X s GRAPHIC SCALE z 20 0 10 20 40 _ 11 / IN FEET ) 1 inch = 20 ft. w LEGEND / EAST RESTORATION ARE / / / / EROSION CONTROL / / i F / / LANKET AND RIPA I / / / / / GRASS SEED RIPARIAN GRASS MIX SEEDING W F- d 2,600 SQ. FT. WESTERN EXCELSIOR 250 EROSION CONTROL BLANKET o WETLAND MITIGATION AREA TRANSPLANTED WILLOWS AT 5' CENTERS SHOWN AT 5' GRID d // s / / / / mo LLI Lid 00 � tb 1 / / w U o w LL z In q-in N �— � o Q J W I - Or O Z n U U W O Gc, Z WJZ W Z z W > v W�0 x / m o .. mHO W N / I.Zh W� W Z a WEST WETLANDS MITIGATION AREA 170 TRANSPLANTED WILLOWS AT 5' CENTERS 3,800 SQ. FT. WEST RESTORATION AREA —EROSION CONTROL BLANKET / / / AND RIPARIAN GRASS SEED 650 SQ. FT. • / ` PROPERTY LINE S90°00'00"W 825.51' /ODE D 82 O. z Z W �Za. z d Z oW mm o UNCC CALL BEFORE OR YOU DIG WW - i U Z W (D < .. 1-800-922 1987 Utility Notification ID SE Center of Colorado z Q- U Administrative Office 303-232-1991 B-310 12600 W. Colfax Ave., Suite B-310 Lakewood, Co IN A CALL BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. O PROJECT NO. 2141029.00 \ RE•Oi / / W U ILLd W > dX0~ Z z }OC�� Opm [, Q mwz�- YD U� Z�dw EO ,- toO2m hW 2 Z0Nz¢ T� N CEF2 0)- mmmo 5O A A O o ZOOz JW 00 o �Xdrr 0 0 Uj <U �- im mU-U� 0 m QmX O U � 0 0 m 0 0 0 0 EROSION LOG Z 6 METAL POST 2 PINE STAKES 1 1/2" x 1 1/2" x 12" AT ALL O U) LOG ENDS OR JOINTS, OTHERWISE > 4' CHAIN —LINK FENCE FEEROSION A STAKE EVERY 24 IN. AND CONTINUE ALTERNATE ORIENTATION THROUGHOUT w LENGTH OF THE EROSION LOG. 4' ORANGE SAFETY FENCE 30" FILTER CLOTH ZIP -TIE CONNECTORS PLAN VIEW o '6 f N TRAIL ARIES \\ WETLANDS\//\//� gppR — \ \ FLOW STAKES 2"x2••x3, Ld \\ THAE NEEDS PROTECTIONI— 'zo �C y 90 o \ ✓ \ Q /\\ R BURY TRAILING EDGE OF FILTER CLOTH IN TRENCH \\� o Z A MINIMUM OF 6". 1 o o o o o o o ENTRENCH 3" /\��j 0 00 o 0 00 ❑ El POST ' (MAX. o \�\\.\\�\\ —�_ FLOW 14 SECTION A —A � ❑ ❑ o ORANGE SAFETY FENCE ffm _ BALES EBEDD ❑ ❑ to • • Z m N 0 0 CHAIN -LINK FENCE 0 SEDIMENT REMOVAL SHALL BE PERFORMED 4M TO 6ED I 15' I m Z x N \ 0 FILTER CLOTH= CONTINUOUSLY FOR PROPER FUNCTION. _ z i; J • BARRIER AND z SEDIMENT CONTROL FENCE SF EROSION LOG BARRIER ER STRAW BALES SB v N.T.S. N.T.S. N.T.S. z �N 0 W WOD0 NUS z A zz , z z W z 10't ANCHORAGE 200' TYPE 2 FLOATING TURBIDITY CURTAIN 10'f ANCHORAGE W } d (L to _ 00 >.,U) • 2'} ( TYP) w 0 ANCHORAGE POINT A LOAD 5/16" GALVANIZED LINE CONNECTIONS WIRE ROPE ABOVE 30' x 4' MIDDLE WEIGHT I"i 0 '�' m #16 REBAR DRIVEN 10' OR TO REFUSAL (TYPICAL) 5/16" GALVANIZED CHAIN BELOW (TYPICAL) FLOATING TURBIDITY CURTAIN BY BOOM ENVIRONMENTAL z W 0) PRODUCTS INC. (OR EQUAL) ,,i 0 -04J PLAN VIEW HEAVY TUBING _ TENSION CABLE A 200' TOP LOAD LINE 5/16" GALVANIZED IL 1' WIRE ROPE i 6" MIN. BUOYANCYFLOAT BUOYANCY FLOAT 8'� 8" EXPANDED 1' POLYSTYRENE FLOAT —I 9' 1-1/2" — 3" ROCK POLYESTER FABRIC 19 LB/FT BUOYANCY 6, 1/2" — 3/4" FILTER LAYER 1`Z REINFORCED POLYESTER FABRIC 18 OZ/YD 8' DEFINITION 9' • A STONE STABILIZED PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A 1' CONSTRUCTION SITE. CURTAIN GEOTEXTILE FABRIC SCREEN GEOTEXTILE FABRIC SCREEN PURPOSES HSILT TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. NOTE: ONLY APPLICABLE FOR SITES GREATER THAN 2 ACRES IN SIZE. BOTTOM LOAD BALLAST POLYESTER FABRIC LINE / BALLAST CHAIN 5/16" GALVANIZED CHAIN 1.1 LB./FT. a" ( j SECTION A —A ELEVATION MEW PERSPECTIVE VIEW J A Z � 'Q VEHICLE TRACKING CONTROL VTC TYPE 2 PERVIOUS FLOATING TURBIDITY CURTAIN TC W ,o, N.T.S. N.T.S. J ? O 0 w m 'Q U p 0 i" w Z z FOR -iU zd 0 (D U 0< of. wU) a� z o D SE w U o 8-28-14 o Q w W UNCC CALL BEFORE PROJECT NO. YOU DIG 2141029.00 1-800-922-1987 Utility Notification DT"O 1 Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood,Co 80215 CALL 2-BUSINESS DAYS IN ADVANCE FOR BEFORE YOU DIG, GRADE, OR EXCAVATE AND ON BEHALF OF I O 1 FOR THE MARKING OF UNDERGROUND HIGH COUNTRY MEMBER UTILITIES. ENGINEERING INC. f CENTER OF STALL CENTER OF STALL O � � � U � U O o 1'-4' 1'-4" �4" 8„ � 12„ 8>, 12 12" HANDICAP SIGN PER R7-8 OF THE M.U.T.C.D. W/ADDITIONAL "VAN ACCESSIBLE" LABELING (TYP.) 0.25 H s" WIDE YELLOW STRIPES CAD 45' 6" WHEEL STOP (TYP.) WATER SURFACE H 0.75 H RIVER BOTTOM 4000 P'SCW/FIBERMESH ON 6" 0 CLASS 6 ABC CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR TYPE AND LAYOUT PER SPECIFICATIONS. 4' 12' 12' EXAMPLE WATER FILLED COFFER DAM ACCESSIBLE PARKING STRIPING DIMENSIONS N.T.S. N.T.S. UNCC CALL BEFORE YOU DIG 1-800-922-1987 Utility Notification Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Co 80215 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INSTALL CEDAR POSTS AND � 2' RAILS AS SHOWN ON PLANS 8' INSTALL PARKING STALL DELINEATORS N � � 3 ON EACH SIDE OF PARKING STALL � 4' GUARDIAN TRAFFIC 14350.1-D YELLOW DRILLED TO ACCEPT 16700.100-D REBAR SPIKE 14-INCH (OR EQUAL) u u ID SE 8-28-14 CONTRACTOR TO PROVIDE SHOP DRAWINGS. TYPICAL SWALE CROSS SECTION TYPICAL PARKING STALL CROSS SECTION SPLIT RAIL FENCE N.T.S. N.T.S. N.T.S. FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. W In m U ww Ld z > <0 0 z >00� 1 Opp f" w pwz� ¢ Yp U� � 0 zQmm It00 - F inO�m Fp N W QO=7 ZU N z_ po�-2 I}-O 0 Mpmp � � O r- ZLdOOZ >- w w �z 000 ��1--Ir Jw � mO<>U QU M NL-Qw U O -jIMLd X U p OCl O } W (Y w Q O z d O r- 0 N O m ~ o C) N z Y U 00 w ~ � = a o U 0 LL d Z w" c� Li Z q. N O�� O w WOh Z_ NUS U ' M v r� V = 0 Z wZ ' Z -- ( W W WNOD x I.., ' 00 m.. ZZ� � �ws 0 �- 0 Z U xIL C� x IL w �M �W 0� J O 0 m --� Q Z d W O� o w z 0, U 0 PROJECT NO. 2141029.00 DT-02 C CONTROL OR CONSTf"^T'^"' JOINTS TO ALIGN W/ G #5 @ 14" o.c. EA WAY 3/4" CRUSHED ROCK LAYER GEOTEXTILE FABRIC CLASS 6 AGREGATE BASE COURSE GEOGRID MATERIAL "TENSAR TX 170" PER GEOTECHNICAL SECTION CONTINUE GROVES FULL WIDTH OF RAMP. RAMP SLAB AND SURFACE DETAIL SCALE: 3/4" = 1'-0" 1')" (2) #5 CON" TOP & BOTTOI a NOTE: SEE DETAL 1 /S1.0 FOR NOTES IN COMMON U N Z g N RAMP TOP AND SIDE TURN -DOWN DETAIL SCALE: 3/4" = 1'-0" 1/2"0 x 24" LONG SMOOTH DOWELS © 12" o.c. W/ SLEEVE OR PRE -ATTACHED POLYETHYLENE COVER TO ASSURE SLIPPAGE. J 1 U 9" 12" 12" g" NOTE: SEE DETAL 1 /S1.0 FOR NOTES IN COMMON RAMP CONSTRUCTION JOINT DETAIL SCALE: 3/4" = 1'-0" NOTE: SEE DETAL 1 /S1.0 FOR NOTES IN COMMON NOTES: 1. SLABS SHALL BE CAST IN STRIPS 15-0" WIDE MAXIMUM WITH CONSTRUCTION JOINTS OR CONTROL JOINTS AT A SPACING EQUAL TO THE STRIP WIDTH. 2. SAWCUT CONTROL JOINTS MAY BE USED IN BOTH DIRECTIONS SPACED AT 15-0" MAX. (ZIP -STRIP JOINTS MAY BE USED IN ONLY ONE DIRECTION.) 3. SAWCUT JOINTS SHALL BE MADE SAME DAY AS POUR AND AS EARLY AS POSSIBLE PRIOR TO DRYING SHRINKAGE. THE JOINT SHALL BE FLUSHED WITH WATER OR AIR PRESSURE IMMEDIATELY AFTER SAWING. 4. FINISHING OF CONCRETE SLAB SHALL BE DONE AFTER SURFACE BLEED WATER HAS EVAPORATED. 5. MOISTEN SUB -GRADE PRIOR TO PLACING CONCRETE. 6. APPLY MEMBRANE CURING COMPOUND TO CONCRETE IMMEDIATELY AFTER CONCRETE FINISHING OPERATION. 1 1 /2" DEEP SAWCUT. FILL WITH SPECIFIED EPDXY JOINT FILLER NOTE: SEE DETAL 1 /S1.0 FOR NOTES IN COMMON RAMP CONTROL JOINT DETAIL 4'-0" MIN. 12" d50 TYPE M ANGULAR RIP -RAP PROTECTION. 12" SEE CIVIL ENGINEERING no A MIKIfIc rno nE-cir+"i RAMP END DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" GEOTEXTILE FABRIC GENERAL NOTES 1. DESIGN DATA: TRAFFIC L.L. = 250 PSF 2. THE FOLLOWING CODES AND EDITIONS WHERE USED: INTERNATIONAL BUILDING CODE (2009 EDITION) ACI BUILDING CODE (ACI 318-08) 3. ANY CHANGES MADE TO ANY ONE OF THESE DRAWINGS WITH OUT CONSENT OF ODDO ENGINEERING, INC. RELIEVES ODDO ENGINEERING, INC. OF ANY LIABILITY OF THE CONSTRUCTION DOCUMENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO SHORING, BRACING AND TEMPORARY EXCAVATION. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITES CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS. 6. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 7. PROVIDE ASPHALTIC MASTIC -COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH. PROVIDE A36 ALLTHREAD RODS FOR EPDXY ANCHORS. 8. INJECTION ADHESIVE SHALL BE HIT RE 500 AS FURNISHED BY HILTI INC. OR APPROVED EQUAL. 9. SEE GEOTECHNICAL REPORT FOR BACKFILL PROPERTIES AND COMPACTION GUIDELINES. i,l= FOUNDATION DESIGN IS BASED ON THE ASSUMPTIONS SHOWN IN THE ENCLOSED DETAILS AND SHALL BE VERIFIED BY THE GEOTECHNICAL ENGINEER. SPECIFIC SOIL PROPERTIES SHALL BE VERIFIED BY THE SOILS ENGINEER UPON EXCAVATION AND PRIOR TO FOUNDATION PLACEMENT. I GIPL0I:4:1111112 1. CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF AMERICAN CONCRETE INSTITUTE BUILDING CODE ACI 318 AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI 301. PROVIDE HOT OR COLD WEATHER PROTECTION PER ACI 305 AND 306. 2. SUBMIT MIX DESIGNS TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY. NO ADMIXTURES CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. 3. CEMENT TO BE MIXED PER ASTM C94. 4. CEMENT: ASTM C150, TYPE II, LOW ALKALI. 5. AGGREGATE: PER ASTM C33, MAXIMUM 1" 6. MAXIMUM WATER/CEMENT RATIO, BY WEIGHT: W/c = 0.50 7. AIR ENTRAINMENT: 4.0-7.0% 8. FLY ASH MAXIMUM 20% OF MASS OF CEMENTITIOUS MATERIAL 9. MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F 10. SLUMP: 4" t 1". NO WATER SHALL BE ADDED ON SITE. 11. MINIMUM STRENGTH: F'c = 3000 PSI AT 28 DAYS AT STEM WALLS AND FOOTINGS F'c = 4000 PSI AT 28 DAYS AT FLAT WORKS 12. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT. 13. TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE 7 AND 28 DAYS CYLINDER TESTS. COMPLY WITH ASTM C143, C173, C31 AND C39. 14. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH, NON -SHRINK, NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO. 713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS 1. REBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD. 2. CONCRETE PROTECTION: SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER ....... 1" CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS ....... 3" 3. CONCRETE EXPOSED TO WEATHER AFTER FORMING: #6 REBAR AND LARGER ....... 2" CLEAR #5 REBAR AND SMALLER ....... 1 1/2" CLEAR 4. BAR LAP: CONCRETE: 40x BAR DIAMETER, 24" MINIMUM. UNLESS NOTED OTHERWISE. 5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS OR ANOTHER METHOD APPROVED BY THE ENGINEER. �PpO R oddo engineering 713 COOPER AVE SUITE 200 GLENWOOD SPRINGS, CO 81601 970-945-1006 970-945-2966 FAX ENGINEER R.A.O. DRAWN BY B.A.H C/3 z L.j W >211 C) QO o coo � x � Q o � w Q LoLo w m z 0 U DATE: COORDINATION 8-26-14 PERMIT 8-27-14 STRUCTURAL NOTES + DETAILS SCALE 3/4" = Nr 8-27-2014 1400-53 S1.O.dwg NOTES 1. BUILDING IS DESIGNED TO COMPLY WTTH THE 2012 INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2012 IBC CODE FOR THE FOLLOWING LOADS: GROUND SNOW LOAD = 250 PSF ROOF SNOW LOAD = 168 PSF FLOOR LOAD = 400 PSF IBC DESIGN SPECTRAL RESPONSE Se = 0.477 Si = 0.143 SITE CLASS D SEISMIC USE GROUP: I SEISMIC DESIGN CATEGORY: C BEARING WALL SYSTEM R = 4.0 BASIC WIND SPEED = 150 MPH (3-SECOND GUST) WIND EXPOSURE C, 1 = 1.0 3. BUILDING TYPE: V-B OCCUPANCY: U EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 720.1(2), ITEM 4-1.1 MINIMUM DISTANCE TO PROPERTY UNE: 10 FEET 4. CONCRETE STRENGTH f'cl = 2500 PSI INITIAL f•c = 5000 PSI FINAL AIR ENTRAINMENT 5 1/2R t 19. IN PLASTIC CONCRETE. REINFORCING STEEL: GRADE 60 Fy = 60 KSI MINIMUM LAP 18• AT SPLICES. TIE BARS WITH DOUBLE ANNEALED 16 CA IRON W1RE, REINFORCEMENT TO BE PLACED IN CENTER OF PANEL ONO. WELDED WIRE FABRIC(W.W.F.): 4x4xW8xWB, Fy=65 KSI (OR EQUIVAL). COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES, 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (I.e. PS-21 R301) REFER TO CXT STANDARD EMBEDMENT CATALOG. 6, BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S 7, REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION CRITERIA FOR .SPECIFIC STYLE OF BUILDING. 8, ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. 9. IF THE PRIMARY PURPOSE OF THE INTERIOR SPACE IS ASSOCIATED WIN HUMAN COMFORT A SPACE HEATING SYSTEM MUST BE PROVIDED IN ACCORDANCE WIN 2O12 IBC SECTION 1204.1 (NOT BY CXT), 10, ADEQUATE PLUMBING FACIUBES MUST BE PROVIDED IN ACCORDANCE WITH 2O12 IBC SECTION 2902.3.2 (NOT BY CXT) 11, INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY OTHERS. r,fr,��.�F3-,r• 16 Fr m 1X6ER =1 ve• m r5 40 Fr • w• TOTAL TIQ[KIffSS = -1/8, 11/4 VMMTION F" SCUACE = 11/0 PER 6 Fr OP UTA6@NL LOCAL RnOT SS = 1/4' IR IU R VEER = 1V6• POSITIM 6 T� = 11/4• MITIM Or SLOC1(OUTS = 11/4• SRE OF BLOCxPUTS = 11/4• POSITIM W EI@EOS = 1114' TIPPING PNO MU5 SS OF PLATES = 11/16, -1/4 E" Smv.¢ • 1v6• REOSLI¢CEIRM, NN6" COVERAGE 13/6• COLORADO STATE TAG &APPROVAL REQUIRED VALL TEXTURES BARN VOOD VALL COLORS CAPPUCINO CREAM OF TEXTURE, CEDAR SHAKE OF COLOR] CAPPUCINO CREAH TRIM PAINT. ➢TM ALKYD ENAMEL BROWN GUNNISON VAULT TOILET BUILDING PANEL MARK ND, KEY PLAN < 0 17l £ V V2 LEI A Fl APPLICABLE CODES 2012 INTERNATIONAL BUILDING CODE W/ COLORADO AMMENOMENTS INDEX DF DRAWINGS N0, TITLE G-01 CDVER SHEET G-02 BUILDING ELEVATIONS G-03 INTERIOR ELEVATIONS G-04 FLOOR PLAN G-OS FINISH DETAILS G-06 CASTING DETAILS G-07 WALL PANEL Wl G-08 WALL PANEL W2 G-09 WALL PANEL W3 G-10 WALL PANEL W4 G-I1 WALL PANEL W5 G-12 ROOF SLAB RI G-l3 ROOF SLAB R2 G-14 FLOOR SLAB FI G-i5 RIGGING DETAIL G-l6 BILL OF MATERIALS 37466 Goshen, IN Phone (674)52 38®09 N,,`''9',� 61dg. �7 Spckme. NA 89216 Precast Products 901 IL Hl�xay 77 HF$u4 TX 76M GUNNISON LEFT HAND BURINNC NUMBER C-5506 SCNr•: i 4 -f=o' DATE 4-Iz-ts ORANiI YArt E0.lYN fAE N0. G-S•AB CHEtlQD PLOT 45 C04ER SHEET orc xa. G-01 suET r 16 eEv. ANCHOR NAIL 1/4 x 3 PREDRILL IJ (TYP Iz PL( SIGN (S (SYMBOL AS REQUII FRONT ELEVATION REAR ELEVATION S-O uALL VENT CEDAR SHAKE ROOF TEXTURE BARNVOOD TEXTURE TYP ALL EXTERID<t VALLS VAUL7 (SEE DWG RV2 RIGHT SIDE ELEVATION LEFT SIDE ELEVATION BUILDING -TO -VAULT CDNNECTIOW BUTYL TAPE ADHESIVE SEALANT. an 9-2 NMI fPE IY-a' I kgpR X41 W V li APR 2 6 2013 pQP��*ea e. F 'lP Ago 1p a9;ao '� 37466 m 6060040 NA l-7Ggreasive �ngfneerin8 .%no. Y 58640 Slate Road l5 Goshen, IN 46526 Phone(574) 633.0337 w�vw.p-el.com Fax(574) 633.9736 Bldg. Y7 Spokane WA 99216 T Precast Products 901 R wq�aoy 77 HPsW% 7X 76M GUNNISON LEFT HAND BURRING NUMBER G-5550Y6 NICE nbha nPoxiJ N Own h4 ep 1M Ffm etlm e�w! _b.a"nc41M Wtlx wpw y Vo �.ambwi„m to naww aaaa1 av"w a"na V^ �a� yia �: inr «a earw ra e m nesa.1« SGIE 1 a -1-o DALE a-12 13 DRA7N WneWKO FHEND. e-5306 cxca¢D Par b BUILDING ELEVATION o Ha G-02 716F CxT I,D, TAG CENTER ON INTERIOR ODOR FRAME B D BLIND RIVET 1/84/4 (BTY 2) COAT HOOK I ONE WAY OVAL 8xl I/4 ANCHOR LEAD 6-8xl I PREDRILL 1/4' I� DOOR STOP PREDRILL 1/4" 610 I I I I I I I I VERTICAL GRAB "'" TP ➢[SPENS (3 ROLL S ANCHOR NAIL 1/4x1 (OTY PREDRILL L RL' SECTION A - A SECTION C - C SPRING HINGE 4.Sx4,5 (TYP 3 PLCS) ANCHOR NAIL PREDRILL GRAB BAR ANCHOR NAIL 3/I6x7/8 <OTY 9) PREDRILL HOLE 3/Ib' DiA COAT HOOK ONE WAY OVAL Bxl 1/4 ANCHOR LEAD 6—Bxl PREDRILL 1/4' �A C� �I I I I I I I 0 I � I I I SECTION B - B 3`-6' 5'-10' SECTION D - D LA 3068 GALVANIZED DOOR SCHLAGE PRIVACY LATCH SCHLAGE 6661P 626 DEADBOLT SIGN SI-2 (SYMBOL AS RED) ANCHOR NAIL 1/40/4 (OTY 6) PREDRILL 1/4' VERTICAL GRAB BAR APR 2 6 fUli 37466 Goshen, IN SB®O6 N,,`''Su''f Bldg n Spdm& WA 89216 Precast Products iq7 N. Hi�.ay 77 HH"fi TX 7660 GUNNISON LEFT HAND BUIIDUiC NUMBER 0-5506 INTERIOR ELEVATIONS AI'I� � li 201� 37466 n� Goshen,IN 48528 Phone (574)5330337 www.p-a-.com Faz (679J 533-5738 BN? F7 Spdkmb WA 99216 x Precast Products 901 N. H'gis9y 77 xg*" TX 76645 SPECIAL CONDITIONS AND/OR LIMITATIONS ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING IS TG BE PROVIDED HY OTHERS AND CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL BUILDING CODES W RESTROOM SI-2-M SI-2-U SI-2-W SIGN SI-2 DETAIL 3/4' SILICUN CAULKING (AROUND PERIMETER) SILICON CAULKING (AROUND PERIMETER FA TER P[PE INSTALLATION) SILICON CAULKING (AROUND PERIMETER PRIOR TD PIPE INSTALLATION) �IO'-1 oPLEASE... DO NOT put (rash In tolleta, olt Is eziremely dllficull to remove. THANK YOU o SI-1 4' 45' BEVEL 45' BEVEL SIGN SI-I DETAIL WALL JOINT DETAIL Gl�i-HAlil DISPENSER DETAIL np� z s OWIJ 37466 Goahen,IN 4852E Phone (6]4)53&0337 www.pad.com Faz(674)533-9]3fi 38(6 N. 9A' B14 (7 Spokane. WA 99216 W Precast Products WI N. Nighaor 77 HaSWo T%76645 CUNNISON LEFT HAND BONDING NUMBER 0-5506 FINISH DETAILS VENT PIPE DETAIL RISER CAULKING DETAIL c—os 16 SMOOTH \t FORM FACE ROWELTEXTURED MESH DETAIL A-6 SCALE 3/4' = 1'-0' COIN POINT) 1/2 x 1/2 CHAMFER (TYP 3 SIDES) L— FORM FACE SHAKE RDOF FINISH NOT INCLUDED IN 4 1/2' DIM DETAIL F-6 G NOTEI ALL OTHER WELDED CONNECTIONS 3/16 x 6 FILLET FORM � COIL BOLT PS-10 -A DETAIL B-6 SCALE 1 1/2' = 1'-0' AS-4 (2)H-IB Ix9 FORM COIL BOLT FORM FACE DETAIL G-6 MESH K3 FORM FACE pS-la DETAIL C-6 SCALE 3/4' = 1'-0' 45' 3/4' RECESS DETAIL H-6 DETAIL D-6 SCALE 3/4' = 1'-0' 1' PS-19 I MESH MESH FORM FACE DETAIL I-6 ESH FIRM FACE DETAIL E-6 SCALE 1 1/2' = i'-0' 'I DIA. DIA. DETAIL J-6 APR 2 6 Lula 37466 Goshen, IN 45528 Phone (5]4I 633-033] wwrv.pe4.eom Pex(574)633-8]38 39®� N�$llfNl Bldg. �7 3p kon0. MA 99216 �J Precast Products 901 N. IBgnsay n MMsbw% ]X 76645 UNNISON LEFT HAND BUIIDING NUYDER B-5506 CASTING DETAILS DETAIL K-6 SCALE 1 1/2' = 1'-0' is )UT PLAN VIEW ELEVATION GENERAL NOTES DESIGN CODE: 2012 IBC LOADS: BACKFILL SURCHARGE: 200 PSF SOIL WEIGHT: 110 PCF ACTIVE SOIL PRESSURE COEF(Ka): 0.5 AN R 6 2013 MATERIALS: CONCRETE: Foci = 2500 PSI F'c = 5000 PSI STEEL: a- REBAR=ASTM A615 GRADE 60 WELDING NOT ALLOWED e MIN LAP SPLICE IS 40 DIAMETERSALL MESH IS 4x4xW8xW8 8MIN. MESH LAP IS TWO SQUARES MESH IS TO BE CENTERED IN PANEL t0 B-18 SINGLE FLARED COIL LOOP BY it 37466 DAYTON/RICHMOND INC. OR EQUAL o END VIEW Phone 99216 Precast Products 901 N. Nighroy 77 xll"o T% 76645 VAULT 2 CM STANDARD VAULT VAULT DIMENSIONS V2-1 I �z I A PLAN VIEW B-18 SINGLE FLARED COIL LOOP, ELEVATION M48"x1661; PLAN MESH LAYOUT 0 M n I 0 N � 5 ELEVATION MESH LAYOUT END VIEW i i7 2" CLR FROM �IOR FACE END (4 TOTAL) SINGLE ED COIL LOOP, 9" LONG, END (4 TOTAL) ©gym �0�m m too I•� •:. �� .III i • • I �� j • I •• 1 i Imor �L VAULT 2 STANDARD VAULT n o oioaMOD n ioz Kiffam a �• CEMENT �En