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Home My WebLink AboutFile Documents.1050 Matchless Dr.0113-2020-BRES (33) Recent revision history # Date Description 1 2019.09.20 CIVIL SCHEMATIC DESIGN 2 2019.11.21 CIVIL DESIGN DEVELOPMENT RACQUET CLUB CONDOMINIUM ASSOCIATION GA RAGES 3 2020.01.03 PERMIT SUBMITTAL 1040 & 1050 MATCHLESS DRIVE RACQUET CLUB COMMON AREA, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO Notes&Legend Contactor must verify all dimensions on site before commencing work or preparing shop drawings.Do not scale drawings. LEGEND EXISTING PROPOSED PROPERTY LINE -- \ 1 SUBMITTALS / REVISIONS --- RIGHT-OF-WAY LINE --- xx ' 1 SCHEMATIC DESIGN, NOT FOR CONSTRUCTION 9/20/2019 SECTION LINE �' Ir 2 DESIGN DEVELOPMENT, NOT FOR CONSTRUCTION 11/21/2019 EASEMENT V' Z 3 PERMIT SUBMITTAL 1/3/2020 / , , , , , , , , RETAINING WALL , , , , , , , , , , M; ti ASPHALT SMUGGLER RACQUET CLUB ' In Drainage Report,address water quality 1 f _ capture volume in the drainage report CONCRETE i'! I - - and show that it is incorporated in the detention volume. ----5750---- CONTOURS 5750 • UTILITY CROSSING ri N In Drainage Report,address the -----ST----- STORM SEWER ST emergency overflow route for the BMP. SO STORM MANHOLE 0 9 -----RD----- ROOF DRAIN RD (v - - s Pg 43 of drainage report shows that �V Uv exploratory boring resulted in drill rig 'G # t. .?r• refusal at 8'below grade.If there are Q STORM INLET . x 4P CJ - r • large boulders that prevented drilling, not < FLARED END SECTION ® P`c� ' • address the plan' then the BMPllifthis isltrate.the castease -----SS----- SANITARY SEWER SS Q ~ ® SANITARY MANHOLE ® 03 �� Q CLEAN OUT ao0 2 -----W----- WATER LINE W A74, WATER VALVE e STRF� Z PROJECT SITE (1 040 & .0. FIRE HYDRANT A. i 0 VI 1 050 MATCHLESS DRIVE) ®M WATER METER 0 Stamp riN . . -----IR----- IRRIGATION LINE IR Eli IRRIGATION CONTROL \ Sheet List Table ---SHE---- OVERHEAD ELECTRIC \�� _ _ Sheet Number Sheet Title \�� Cl Cover Sheet -----E----- ELECTRIC LINE E ,1 '• i - C1.1 General Notes & Abbreviations (0 LIGHT POLE • \ C2 Existing Conditions & Demo Plan ., •soft Corporation J 2019 DigltalGlobe OCNES(2019)Distribution Airbus DS l 'I' C3 Site Plan 0 POWER POLE 0 — C4 Stormwater Mg mt. Plan ® ELECTRIC METER VICINITY MAP C5.0 Overall Grading Plan C5.1 Detailed Grading Plan ©Yarnell Consulting&Civil Design,LLC(YCCD) -----T----- TELEPHONE LINE T SCALE 1"=100' The information and design intent contained within this C5.2 Detailed Grading Plan document is the property of YCCD.No part of this I= TELEPHONE PEDESTAL El information may be used without the prior written C6 Overall Utility Plan permission of YCCD.YCCD shall retain all common law statutory and other reserved rights,including -----iV----- CABLE TV TV C6.1 Detailed Utility Plan copyright thereto. C7.1 Details Project SIGN -IL C8.1 Stormwater Mgmt. Details RCCA GARAGES -i DIRECTION OF FLOW C8.2 Stormwater Mgmt. Details GRADING ARROW ' D1 Drainage Plan (Proposed) Address G----- GAS LINE c 1040 AND 1050 MATCHLESS DR ASPEN,CO 81611 DRIVE DESCRIPTIONS DRIVE / SPOT ELEVATIONS 7 PROJECT CONTACTS YARNELL BUILDER JURISDICTION ARCHITECT CIVIL ENGINEER LAND SURVEYOR CONSULTING & CIVIL -s •' t `� DESIGN, LLC G.F. WOODS CONSTRUCTION CITY OF ASPEN BRYAN MAY ARCHITECTURE YARNELL CONSULTING & CIVIL DESIGN TRUE NORTH COLORADO _C O T O T1 A T\O 430 EAST HYMAN AVENUE 201 N. MILL ST., SUITE 101 706 WEST MAIN STREET 229 MIDLAND AVENUE 529 SOUTH WILD HORSE DRIVE BASIS OF BEARING AND BENCHMARK: L 1K�LH\ILJ1 ASPEN, COLORADO 81611 ASPEN, COLORADO 81611 ASPEN, COLORADO 81611 BASALT, COLORADO 81621 NEW CASTLE, COLORADO 81647 • • 970-544-1833 970-429-2751 970-300-2086 970-323-7008 970-984-0474 Project number Size check O KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. I 19.010 1' BENCHMARK: ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF / GREG WOODS HAILEY GUGLIELMO BRYAN MAY JUSTIN YARNELL RODNEY KISER 1988 (NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION Q Sheet size Scale 159 HAVING AN ELEVATION OF 7911.98 FEET (NOT SHOWN). CALL 811 2-BUSINESS DAYS IN ADVANCE 24"x36' See Sheet BEFORE YOU DIG, GRADE OR EXCAVATE FOR sneer flue BASIS OF BEARING: BEARINGS ARE BASED UPON A BEARING OF S73'02'00"E ALONG THE MARKING OF UNDERGROUND MEMBER UTILITIES UTILITY CONTACTS NORTHEASTERLY PROPERTY LINE BETWEEN A FOUND REBAR WITH RED PLASTIC CAP (LS #25947) COVER SHEET AND A FOUND 2" PIPE AS SHOWN ON SHEET C3. ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. NATURAL GAS ELECTRIC FIBER OPTIC WATER SANITARY SEWER THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY COMPLETED BY TRUE THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE BLACK HILLS ENERGY HOLY CROSS ELECTRIC CENTURY LINK CITY OF ASPEN WATER ASPEN CONSOLIDATED SANITATION DISTRICT NORTH COLORADO ON A DRAWING STAMPED SEPTEMBER 11, 2019. CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 96 COUNTY ROAD 160, GLENWOOD 3799 HIGHWAY 82 P.O. BOX 0570 500 DOOLITTLE DRIVE 565 NORTH MILL STREET MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SPRINGS, CO 81601 GLENWOOD SPRINGS, COLORADO 81602 EAGLE, COLORADO 81631 ASPEN, COLORADO 81611 ASPEN, COLORADO 81611 Sheet number PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 970-928-0407 970-947-5443 970-328-8290 970-920-5110 970-925-3601 JASON COX RUSS WINDER JASON SHARPE HAMILTON THARP (v` 0 PLEASE RECYCLE 0 simommm..O&*,s sco,a.cs,.,,r!!,ra,o.wa,cry.nr..n,n.a,anwas,osaa,rw sc.,am..wi...,c,c",.,en.n.ma Recent revision history GENERAL NOTES: 26. THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD n Date Description OF TWO [2] YEARS FROM THE DATE OF ACCEPTANCE INTO THE WARRANTY PERIOD. 1 2019.09.20 CIVIL SCHEMATIC DESIGN 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ASPEN "ENGINEERING STANDARDS" 2 2019.11.21 CIVIL DESIGN DEVELOPMENT [LATEST REVISION] AND ALL REFERENCED DOCUMENTS. ITEMS NOT COVERED WITHIN SAID CODE SHALL BE IN ACCORDANCE 27. DURING CONSTRUCTION AND UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A 3 2020.01.03 PERMIT SUBMITTAL WITH THE COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, AS DETERMINED BY THE OWNER, CONSTRUCTION" AND M-STANDARDS. HIS/HER REPRESENTATIVE, OR THE CITY OF ASPEN. 2. ALL STREETS AND STORM DRAINAGE INFRASTRUCTURE CONSTRUCTION SHALL BE SUBJECT TO CITY OF ASPEN INSPECTION. 28. CONTRACTOR SHALL REVIEW THE "GEOTECHNICAL ENGINEERING REPORT" FOR THE PROJECT, DATED NOVEMBER 05, 2019, AND PREPARED BY RJ ENGINEERING & CONSULTING FOR PAVEMENT DESIGN AND RECOMMENDATIONS REGARDING EXCAVATION, 3. THE CONTRACTOR SHALL HAVE ONE [1] SIGNED COPY OF THE PLANS APPROVED BY THE CITY OF ASPEN, AND ONE [1] COMPACTION, MATERIALS, EMBANKMENT, PAVEMENT SUBEXCAVATION, MOISTURE CONTROL, AND TOPSOIL REMOVAL AND REPLACEMENT. FINAL PAVEMENT DESIGN TO BE DETERMINED BY THE GEOTECHNICAL ENGINEER AFTER SUBGRADE IS COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. COMPLETE. CONTRACTOR TO COORDINATE THIS WORK. THE CONSTRUCTION METHODS FOR EXCAVATION/EMBANKMENTS, 4. CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND THE CITY OF ASPEN 48 HOURS PRIOR TO THE START OF COMPACTION, AND SUBGRADE PREPARATION SHALL BE IN STRICT CONFORMANCE WITH THE GEOTECHNICAL ENGINEER'S CONSTRUCTION. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY OF ASPEN ENGINEERING INSPECTOR RECOMMENDATIONS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT 24 HOURS PRIOR TO START OF WORK. RECOMMENDATIONS AND REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. 5. ALL RANGE POINTS, TIES, BENCHMARKS, OR OTHER SURVEY CONTROL POINTS, WHICH MAY BE ENCOUNTERED DURING 29. THE OWNERS AND/OR THEIR ASSIGNS IS HEREBY NOTIFIED THAT IT IS TYPICAL AND LIKELY THAT SOME MOVEMENT OF THE CONSTRUCTION, MUST BE PRESERVED. ANYTHING DAMAGED OR DESTROYED MUST BE RESTORED BY A PROFESSIONAL LAND SURFACE GRADES WILL OCCUR OVER TIME DUE TO VARIOUS FACTORS THAT ARE NOT IN CONTROL OF THE DESIGNERS. SURVEYOR LICENSED IN THE STATE OF COLORADO, AT NO COST TO THE OWNER. THUS, A ROUTINE AND DILIGENT MAINTENANCE PROGRAM IS REQUIRED TO MAINTAIN THE PROPER GRADING AND DRAINAGE THROUGHOUT THE PROJECT. 6. ALL ELEVATIONS ARE ON UNITED STATES GEOLOGICAL SURVEY (USGS) VERTICAL DATUM -- NOT ARCHITECTURAL. SPOT 30. THE PLANS HAVE BEEN PREPARED BY YARNELL CONSULTING & CIVIL DESIGN, LLC IN ACCORDANCE WITH AND IN RELIANCE ELEVATIONS ARE ABOVE ELEVATION 7900. THEREFORE, SPOT ELEVATION 55.30 CORRESPONDS TO USGS ELEVATION 7955.30. UPON THE "GEOTECHNICAL ENGINEERING REPORT" FOR THE PROJECT, DATED NOVEMBER 05, 2019, AND PREPARED BY RJ 7. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, ENGINEERING & CONSULTING. YARNELL CONSULTING & CIVIL DESIGN, LLC HAS NO RESPONSIBILITY FOR THE FOUNDATION INCLUDING, BUT NOT LIMITED TO, SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, TRENCH SYSTEMS USED WITHIN THIS DEVELOPMENT. YARNELL CONSULTING & CIVIL DESIGN, LLC SUGGESTS THAT ALL OWNERS, Notes&Legend EXCAVATION AND SHORING, TRAFFIC CONTROL, AND SECURITY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE PRESENT AND FUTURE, BECOME AWARE OF THE RISK ASSOCIATED WITH IMPROPER MAINTENANCE OF SLOPES AND DRAINAGE Contractor mast verify all dimensions on site before LIMITED TO NORMAL WORKING HOURS. AWAY FROM THE STRUCTURES. m encing work or preparing shop drawings.Do not scale drawings. 8. THE CITY/OWNER/ENGINEER CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE 31. THE DESIGN PLANS SHOWN HEREON WERE DEVELOPED BASED UPON THE GEOTECHNICAL REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. INVESTIGATIONS/ANALYSIS/ENGINEERING CRITERIA WITHIN THE "GEOTECHNICAL ENGINEERING REPORT" FOR THE PROJECT, DATED NOVEMBER 05, 2019, AND PREPARED BY RJ ENGINEERING & CONSULTING, SIGNED AND SEALED BY RICHARD 9. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE JOHNSON, P.E. YARNELL CONSULTING & CIVIL DESIGN, LLC RELIED UPON THE ENGINEERING ANALYSIS AND CONCLUSIONS OF MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION [OSHA] "SAFETY AND HEALTH REGULATIONS FOR THIS REPORT IN THE PREPARATION OF THESE CIVIL ENGINEERING PLANS AND DOCUMENTS. NO INDEPENDENT INVESTIGATIONS CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS. AND/OR ANALYSIS WAS CONDUCTED BY YARNELL CONSULTING & CIVIL DESIGN, LLC. THESE PLANS WERE PROVIDED TO THE SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF GEOTECHNICAL ENGINEER FOR REVIEW AND VERIFICATION THAT THESE PLANS DEVELOPED BY YARNELL CONSULTING & CIVIL THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, OR TO ANY EXISTING SITE DESIGN, LLC PROPERLY INTERPRETED AND APPLIED THE CRITERIA AND RECOMMENDATIONS ESTABLISHED BY THEIR IMPROVEMENTS OR STRUCTURES. THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING GEOTECHNICAL REPORT FOR THIS PROJECT. AND SHORING. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FOR THE SCOPE OF WORK. 11. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY OF ASPEN AS PART OF THE CONSTRUCTION MANAGEMENT PLAN. THE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR AND SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. NO WORK SHALL BEGIN UNTIL ALL TRAFFIC CONTROL DEVICES HAVE BEEN PLACED IN ACCORDANCE WITH THE PLAN. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN THE TRAFFIC CONTROL DEVICES FOR THE ENTIRE DURATION OF THE PROJECT OR UNTIL THE ROADWAY HAS BEEN OPENED AND THE PERMANENT TRAFFIC CONTROL DEVICES HAVE BEEN INSTALLED. 12. ALL TRENCH BACKFILL AND SUBGRADE PREPARATION SHALL BE TESTED TO ENSURE COMPLIANCE WITH CITY OF ASPEN STANDARDS AND SHALL BE TESTED AT CITY-REQUIRED FREQUENCIES BY A CITY-APPROVED PRIVATE SOILS TESTING FIRM. TEST RESULTS SHALL BE SUBMITTED TO, REVIEWED, AND APPROVED BY, THE CITY OF ASPEN ENGINEERING DEPARTMENT PRIOR TO INSTALLING BASE COURSE, ASPHALT, OR CONCRETE ON PREPARED SUBGRADE. ALL BASE COURSE DENSITY SHALL ALSO BE TESTED BY THE PRIVATE SOILS FIRM AT CITY-REQUIRED FREQUENCIES TO ENSURE COMPLIANCE WITH CITY OF ASPEN REQUIREMENTS. BASE COURSE TEST RESULTS SHALL ALSO BE APPROVED BY THE CITY OF ASPEN ENGINEERING DEPARTMENT PRIOR TO INSTALLING PAVEMENT. ALL CONCRETE AND ASPHALT PLACED SHALL BE TESTED IN ACCORDANCE WITH CITY OF ASPEN MINIMUM MATERIALS TESTING STANDARDS. TEST RESULTS SHALL BE REVIEWED AND APPROVED BY THE CITY OF ASPEN ENGINEERING DEPARTMENT PRIOR TO INITIATION OF THE REQUIRED TWO-YEAR WARRANTY PERIOD. 13. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY RULES AND REGULATIONS. AAC=Aluminum Arch Culvert GB=Grade Break ABC=Aggregate Base Course GIS=Geographical Infor.System PI=Point of Intersection 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING ACM=Asbestos Containing Material GPM=Gallons per Minute PM=Project Manager WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. REPAIR OF DAMAGED UTILITIES SHALL BE ACP=Asbestos Cement Pipe GPS=Global Positioning System POC=Point on Curve AT THE CONTRACTOR'S EXPENSE, INCLUDING BUT NOT LIMITED TO UNKNOWN UNDERGROUND UTILITIES. ADA=Americanc w/Disabilities Act GS=Gas Service POT=Point on Tan ADT=Avg.Dailty Trips GSP=Galvanized Steel Pipe Bent Alt=Alternate GV=Gate Valve PRC=Point of Reverse Curve 15. EXISTING FENCES, TREES, SIDEWALKS, CURB GUTTER, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED Prop=Proposed / APWA=Awable Public Works Assoc. HCL= HazardousHoril Mof L PRV=Pressure Reducing Valve OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THEg ATB=Allowable Treatedategn HOLE Horizontal Density Polyethylene Linepsf=Pounds feet CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. ATB=gsphalt Base HDPE=High Density per square BM=Benchmark HMA=Hot Mixed Asphalt psi=pounds per square inch 16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING REASONABLE ACCESS TO AND FROM ALL OF THE Bbl=Barrels HORIZ=Horizontal PT=Point of Tangency ADJACENT PROPERTIES THROUGHOUT THE COURSE OF THE WORK. THE CONTRACTOR SHALL BE REQUIRED TO MEET BLM=Bureau of Land Management HOV=High Occupancy Vehicle P.U.D.=Planned Unit Development (INDIVIDUALLY OR COLLECTIVELY) WITH ALL ADJACENT PROPERTY OWNERS WHOSE DRIVEWAY ACCESS WILL BE AFFECTED BY BMP=Best Management Practices HP=High Point PVC=Polyvinyl Chloride THE WORK. AS CONSTRUCTION CONDITIONS CHANGE AND THE WORK PROGRESSES, THE CONTRACTOR SHALL BE REQUIRED BT=Begin Transition Hyd=Hydrant PVI=Point of Vertical intersection TO PERIODICALLY UPDATE THOSE PROPERTY OWNERS SO THAT THEY ARE KEPT INFORMED ABOUT THEIR ACCESS. BVCE=Beginning Vertical Curve Hwy=Highway PVT=Point of Vertical Tangency Elevation ID=Inside Diameter Q=Peak Discharge 17. CONTRACTOR SHALL OBTAIN A COLORADO STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT FROM THE COLORADO BVCS=Beginning Vertical Curve lot=IntersectionStati QA/qC=Quality Assurance/quality DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT CDPHE FOR ALL AREAS WHERE DEWATERING IS REQUIRED AND WATER CL=Cn IP=v l Inletnvert Control ( ) C&G=Curbline IP=lunc ion Box IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES. A COPY OF C&G=Curb and Gutter 1B=Junction Box Qty=Quantity THE APPROVED PERMIT MUST BE SUBMITTED TO THE CITY OF ASPEN ENGINEERING DEPARTMENT PRIOR TO THE START OF CBC=Concrete Box Culvert Kip=Thousand Pounds RAD=Radius ANY DEWATERING. A COPY OF THE APPROVED PERMIT MUST ALSO BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES CF=Cubic Feet KW=Kilowatt RCP=Reinforced Concrete Pipe stamp DURING CONSTRUCTION. CFS=Cubic Feet per Second L=Length RFTA=Roaring Fork Transit Authority CIP=Cast in Place Lb=Pounds R.O.W.or ROW=Right of Way 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STORM RUNOFF AND ANY GROUNDWATER ENCOUNTERED DURING CLOMR=Conditional Letter of Lb/Ft=Pounds per Foot RSS=Reinforced Soil Slope THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED, AND Mapping Revision LEED=Leadership in Energy and Envir. SAC=Steel Arch Culvert DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING CON=Communications Design San=Sanitary PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. NO CONCRETE SHALL BE PLACED Cone=Concrete LF=Linear Foot WHERE GROUNDWATER IS VISIBLE OR UNTIL THE GROUNDWATER TABLE HAS BEEN LOWERED BELOW THE PROPOSED CMP=Corrugated Metal Pipe LOMR=Letter of Mapping Revision SB=South Bound IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE CMU=Concrete Masonary Unit LPFM=Low Pressure Force Main SCF=Sediment Control Fence PROPOSED IMPROVEMENTS SHALL BE STABILIZED AS AGREED UPON BY THE CONTRACTOR, THE CITY OF ASPEN, AND THE CPE=Corrugated Polyethelyene Pipe LP=Low Point SDR=Standard Dimension Ratio GEOTECHNICAL ENGINEER AT THE TIME OF OCCURRENCE. CSP=Corrugated Steel Pipe LS=Lump Sum SA=Sanitary Sewer and/or Sewer Service CTB=Cement Treated Base LT=Light Pole 55=Storm Sewer CV=Cubic Yard LTB=Lime Treated Base SSMH=Sanitary Sewer Manhole 19. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING UTILITIES (STORM dB=Decibels ta S Lum=Luminaire =Station SEWER, SANITARY, WATER, NATURAL GAS, ELECTRIC, TELEPHONE, FIBER OPTICS, CABLE TELEVISION, ETC.) AND FINISHED Deg, Degrees m=Meters ta=STBK=Setback GRADES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS. IF A CONFLICT EXISTS DHV=Design Hour Volume Max=Maximum SW=Sidewalk AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE Dia=Diameter ©Yarnell Consulting&Civil Design,LLC(YCCD) DESIGN PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. D.I.P.or DIP=Ductile Iron Pipe MH=Manhole SY=Square Yards The information and design intent contained wehin this DOW=Division of Wildlife MISC=Miscellaneous sym=Symmetrical document is the property of YCCD.No part of this DTM=Digial Terrain Model MP=Mile Post TAN=Tangent information may be used without the prior written 20. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE TAN= Back of curb permission of YCCD.YCCD shall retain all common SCHEDULES. DWG=Drawing MPH=Miles per Hour Top law statutory and other reserved rights,including EA=Environmental Assessment MW=Monitoring Well TBLK=Thrust Block copyright thereto. EB=East Bouond MUTCD=Manual on Uniform Traffic TCP=Traffic Control Plan Project 21. CONTRACTOR SHALL NOTIFY ALL BUSINESSES/RESIDENTS IN WRITING 48 HOURS PRIOR TO ANY SHUT-OFF IN SERVICE. THE EG=Existing Grade Control Devices Temp=Temporary NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND EMERGENCY PHONE NUMBER ELEV=Elevation NAVD=North American Vertical Datum Typ=Typical RCCA GARAGES FOR AFTER-HOURS CALLS. EOC=Edge of Concrete UC V=Under round Cable Television EOP=Edge of Pavement NB=North Bound g 22. ALL PUBLIC IMPROVEMENT WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A CITY OF ASPEN EPA=Enviro.Protection Agency NEPA=National Enviro.Policy Act UE=Underground Electric REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN STANDARD CONSTRUCTION PRACTICES ARE ES=Electric ServiceUSAGE=US Army Corps of Engineers NFPA=National Fire Protection Association Address NOT BEING ADHERED TO. THE CITY OF ASPEN RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND Est=Estimate NGVD=National Geodetic Vert.Datum USGS=US Geological Survey WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR BEING EVCE=End Vertical Curve Elev.EVCS= 1929 VC=Vertical Curve 1040 AND 1050 MATCHLESS DR AWARE OF, NOTIFYING, COORDINATING, AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT End Vertical Curve Station NIP=Nail in Place VCP=Vitirfied Clay Pipe ASPEN,CO 81611 ACCEPTANCE. Ex or Exist=Existing No.,i=Number VTC=Vehicle Tracking Control Ext=Exterior NPDES=National Pollutant Discharge W=Water 23. REFER TO LANDSCAPE PLANS PREPARED BY OTHERS FOR FINAL LANDSCAPE AND SPECIALTY LANDSCAPE FEATURES. FAA=Federal Aviation Admin. Elimination System WB=West Bound YARNELL FEMA=Federal Emer.Manug.Agency WL=Water Line FES=Flared End Section NTP=Notice to Proceed 24. COMPACTION OF ALL TRENCHES MUST BE ATTAINED, AND COMPACTION TEST RESULTS SUBMITTED TO THE ENGINEER ANDN.T.S.=Not to Scale WS=water service CONSULTING & CIVIL FHF =Finished Grade WOCD=Water Quality Control Division THE CITY OF ASPEN PRIOR TO FINAL ACCEPTANCE. L=lowlindrant OC=Ou CenterOutside DESIGN, LLC FL=Flowline OD=Outside Diameter WS=Water Surface 25. RECORD DRAWINGS SHOWING ALL CHANGES FROM THE APPROVED CONSTRUCTION DRAWINGS SHALL BE SUBMITTED TO THE FPS=Feet per Second OP=Outlet Protection yd=Yard ENGINEER AND OWNER PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE RECORD DRAWINGS WILL CONSIST OF A Ft=Feet PC=Point of Curvature MARKED-UP SET OF "ISSUED FOR CONSTRUCTION" DRAWINGS VERIFYING THE FOLLOWING: G=Gas PCC=Point of Compound Curvature Project number Size check (11)• ALL LENGTHS, SIZES, AND MATERIALS OF INSTALLED PIPE, STRUCTURES, AND ANY OTHER IMPROVEMENT. Gal=Gallons Ped=Pedestrian 19.010 ,^ • HORIZONTAL LOCATIONS BY NORTHING AND EASTING COORDINATES OF ALL MANHOLES, INLETS, BENDS, CLEANOUTS, Galv=Galvanized VALVES, TAPS, WYES, STUBS, PLUGS, TEES, ETC. Sheet size Scale • INVERT ELEVATIONS OF STORM SEWER STRUCTURES, TOP OF PIPE ELEVATIONS OF EACH UTILITY CROSSING, ETC. 24"036' See Sheet • OF STORMER PIPS. • COMPLETEDESSITELOPE TOPOGRAPHY FORE THE ENTIRETY OF THE DISTURBED AREA. ABBREVIATION LEGEND Sheet tins • ALL INFORMATION AS MAY BE REQUESTED BY THE CITY OF ASPEN ENGINEERING DEPARTMENT REGARDING WATER QUALITY GENERAL NOTES & FEATURE AND DETENTION VOLUMES, MEDIA SECTION, INFILTRATION RATES, PIPE SIZES, ETC. ENGINEERING DEPARTMENT REVISIONS • ANY OTHER VARIATIONS FROM THE CONSTRUCTION DOCUMENTS MUST BE CLEARLY NOTED AND DETAILED ON THE PLANS. CITY OF ASPEN DATE COMMENTS ABBREVIATIONS • DRAWINGS AND AS-BUILT FIELD NOTES (FROM WHICH THE AS-BUILT DRAWINGS ARE PREPARED) ARE TO BE AC 517E HOPKINS STREET STANDARD DETAILS STAMPED/SIGNED AND DATED BY A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR. ASPEN,CO 81611 PHONE: 970 920-5080 THE Cm or ASPEN ( ) sheet number CREATION DATE:11/01/13 IMrIALS:GCS LAST MODIFICATION DATE: INITIALS: W W WASPENPITKINCOM/DEPARTMEMIS/ENGINEERING/DESIGN-CONSTRUCTION/ 0 PLEASE RECYCLE 0 rue.um,,[Numbs so,m,a.s<,.m Fu.s.m o.waemwp.nrxn,nconnwa,zeaw,a..mi..,am..wi...mc,c",.,en.. Recent revision history I # Date Description NOTES: 1 2019.09.20 CIVIL SCHEMATIC DESIGN 2 2019.11.21 CIVIL DESIGN DEVELOPMENT SMUGGLER RACQUET CLUB TEMS NOT SPECIFICALLY IDENTIFIED FOR REMOVAL SHALL REMAIN AND BE PROTECTED a 2020.01.03 PERMIT SUBMITTAL I THROUGHOUT CONSTRUCTION. LIMITS OF DISTURBANCE(TYP) I 2. FOR TREE REMOVAL, RE: ARCHITECT. MI ME ME ME = MI MI — — — — — � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ •_ \ \ 3. REMOVE VEGETATION, THEN STRIP AND STOCKPILE TOPSOIL WITHIN LIMITS OF DISTURBANCE 40 REMOVE RAILROAD TIE RETAINING WALL (SEE NOTE 8)` NORTHEASTERLY PROPERTY LIMIT •_• \ \ BUT OUTSIDE THE DRIPLINES OF ALL TREES SLATED TO REMAIN. (��,1 -- t� -- --7 -- -- — - -- �- 4. INSTALL TREE PROTECTION AND PERIMETER CONTROL BEST MANAGEMENT PRACTICES PRIOR Y �� TO COMMENCING DEMOLITION/CLEARING ACTIVITIES. REMOVE TRASH ENCLOSURE REMOVE DECIDUOUS TREE(TYP) -• I ,�,yr` 5. ALL ASPHALT SLATED FOR REMOVAL SHALL BE SAWCUT ALONG A NEAT LINE -- RIPPING I BOULDER RETAINING WALL , ' "/ / ASPHALT WITH AN EXCAVATOR IS NOT ACCEPTABLE. 4 \ I // q/// I 6. ALL CONCRETE SLATED FOR REMOVAL SHALL BE SAWCUT ALONG THE NEAREST EXISTING I \�\ / I \11 ,� I/\ I JOINT. i ■ REMOVE CONIFEROUS TREE(TYP) ' 7. FOR ALL UTILITY SERVICE REMOVALS AND RELOCATIONS, COORDINATE WITH THE 1 _ i \ \ APPLICABLE UTILITY ENTITY. 4 \ I ' i /� I \ \ 8. CONTRACTOR SHALL COORDINATE WITH THE SMUGGLER RACQUET CLUB FOR A TEMPORARY 1 , 1 I REMOVE DRY UTILITIES TO- 11 \ CONSTRUCTION EASEMENT TO FACILITATE REMOVAL OF THE EXISTING RETAINING WALL. Notes&Legend FACILITATE LOWERING �C j \ I Contractor must verity all dimensions on site before I. Ir t—REMOVE ASPHALT PARKING LOT AND DRIVE AISLE (SEE NOTE 5 —� 4`'{j� . I 9. WITH THE EXCEPTION OF ON—SITE TREE MITIGATION, ALL WORK SHALL BE CONFINED TO l I ) (I, ,I commencing work or preparing shop drawings.Do not I THE LIMITS OF DISTURBANCE. scale drawings. I ASPHALT DRIVEWAY SEE NOTE 3 (TYP) �,r� �� (7 ,; �' \ v 14.1 10. ALL ITEMS SLATED FOR REMOVAL SHALL BE PROPERLY DISPOSED OFF-SITE. ' /Iik I I REMOVE CONIFEROUS TREE ��t � ( �\I -- REMOVE CONCRETE WALK (SEE NOTE 6) REMOVE CONCRETE \_.Al I II Q I' ' I _ I WALK (SEE NOTE 6) j \�, O - ___ _,_____ REMOVE AND RESET MAILBOX I .- I Q I Ir...../ � , REMOVE AND ''N 'P- `1 X I• M = M M' I RESET MAILBOX ��i MN =I11 l I �� BURIED ELECTRIC UTILITY /i rr, I \\ I / H,y— \ �� a BURIED NATURAL GAS U lTY BURIED CABLE I I I —� �S CONCRET "ALK TELEVISION UTILITY I / 1K /( .�/,/1'� �� ``��` r • ill ��, BURIED TELEPHONE /w I l 4' 1 �� IIII♦1.� UTILITY /i , ' II i m II WATER UTILITY I `WOOD DECK ,/ 1�II !' /./ I //�� •• �� I I I NATURAL GAS METER �' I /�� I\ I I r _ -may--- -- --�,--- ' • �/I ' I BOULDER RETAINING WALL I ' I - 1 ' NATURAL AS ETE-? • UNIT 1 0 L. `c, CONCRETE WALK �N 22 tiftik wooD DECK UNIT 2 wooD DECK \� I I ) \ N _ I , 1 I E® i `/ i i 6 NATURAL GAS METER I I �' ® E ,\1_� UNIT 3 NATURAL GAS METER WOOD DECK \ O '^ O � ►l\ I (, ti II lik\l-w.- 7 //// , • , \ I \ OUTER LIMITS OF CREEK AT TIME OF SURVEY I I CO IJ II / , , , • 7 '`F\ R 1• WOOD DECK SOUTHEASTERLY PROPERTY LIMIT Cj 4 •. - 1 �a1 fit��— �• UNIT 4 l 1� II I -'� `" //�\\� 1 �, ; �11I 1 BURIED ELECTRIC UTILITY 1, I :44I_ WA ,WOOD DECK I i Stamp \ lei LOT 3 1 AI N IOF I EDGESHARED LOT LIMIT , F I IA 1 I ill)) I \ ti • t L.—SANITARY SEWER UTILITY1 I / -3S ---- _----fiS_-----S5 \ - ••1)VI I \ r • 1 5 \ 'tr."- `,'Y ©Yarnell Consulting&Civil Design,LLC(YCCD) h \ �` N, The information and design intent contained w0hin this NO- WE TERLY P-SPERTY LIMIT s tlowment sihe property of VCCD No part of this r h5" LOT 2 _\ . 1 J I information aybeu VC without CD shal theprior tain written I asono f YCCD.\ h law statutory and other reserved rights.including copyright thereto. I /� fi5/ - \:`\ i !T I Project cil —-Al- - \ DECIDUOUS TREE 7YP I\S I • 5'' .� < ) �� RCCA GARAGES r • I 1 - ,1 BURIED CABLE TELEVISION UTILITY •• l I Address I I 1040 AND 1050 MATCHLESS DR i ,1 �� ASPEN,CO 81611 1 CONIFEROUS TREE(TYP) \ 7 i _ -A1-- — { U Al - Al_--- \\... -. BURIED CABLE TELEVISION UTILITY - 10 I I 1�Q YARNELL M 3 - - � 70.00'UTILITY EASEMENT- Al -�Il� � BURIED TELEPHONE UTILITY ' SCALE: 1"=10' CONSULTING & CIVIL FIRE HYDRANT DESIGN, LLC II WATER VALVE(TYP) r 1 — ——— • , Al �T — — I ,,,, 4' I • IAo \ ` %' ON-GRADE Project number Size check SOUTHWESTERLY PROPERTY LIMIT -/ 1 O I ELECTRIC - •��\�Y ELECTRIC UTILITY l COL) © � „8' 19.010 r ' UTILITY '�^� / ��e KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. `p® Sheet size Scale .� ABOVE-GRADE I I /� `� / L�~TELEPHONE UTILITY / 811 - • 24"X36' See Sheet v // CALL 2-BUSINESS DAYS IN ADVANCE Sheet title I ABOVE-GRADE CABLE I Ir—SANITARY SEWER UTILITY / TELEVISION UTILITY BEFORE YOU DIG, GRADE OR EXCAVATE FOR EXISTING / MARKING OF UNDERGROUND MEMBER UTILITIES I / ABOVE-GRADE ELECTRIC UTILITYI CONDITIONS & DEMO i ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. 4' GIBSON & MATCHLESS THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM PLAN I Z THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, TEL 11 SUBDIVISION CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, Sheet number MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES �� i I PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. in i 0 PLEASE RECYCLE 6 r!aoa&rc,,Numbs 90,o,a.aa.m ale sin,o.waemwp.nr..n,s.wanwas,amaa,rw ox..,a,p.wla,ucoc moce" no.,,ew..n Limits of disturbance are shown to cross property boundary.This is not allowed Recent revision history unless project has received a letter from a Date Description neighboring property stating acceptance NOTES: 1 2019.09.20 CIVIL SCHEMATIC DESIGN SMUGGLER RACQUET CLUB of limits of disturbance.Does project 2 2019.11.21 CIVIL DESIGN DEVELOPMENT team have permission to remove 1. GARAGE LAYOUTS ARE BASED UPON THE ARCHITECTURAL SITE PLAN PREPARED BY BRYAN 3 2020.01.03 PERMIT SUBMITTAL retaining wall on neighboring property? MAY ARCHITECTS AS RECEIVED ELECTRONICALLY ON SEPTEMBER 13, 2019. CAST-IN-PLACE CONCRETE APPROXIMATE LIMITS OF DISTURBANCE (TYP) Verify with signed agreement from RETAINING WALL (RE: STRUCTURAL) neighboring 2. PROPOSED PAVEMENT SECTIONS TO BE DEVELOPED BY THE PROJECT'S GEOTECHNICAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ � ._' 1g boring property. ENGINEER ONCE THE SUBGRADE HAS BEEN EXPOSED AND EVALUATED. BOULDER RETAINING WALL r 1.00' SIDE CAST-IN-PLACE CONCRETE\\\\\\ S47°59'43"E NORTHEASTERLY PROPERTY LIMIT 1.00' SID•ime \i_ io \ (RE DETAIL SHEET C7.1)� r. ___ SETBACK __ RETAINING WALL (RE STRUCTURAL) BASIS OF BEARING__ __ _ SETBACK ___S_' w, ah� ` '2a O . TRASH / BOULDER RETAINING WALL / [ CAST-IN-PLACE I I CONCRETE RETAINING / UNIT 1 GARAGE UNIT 2 GARAGE WALL (RE: STRUCTURAL) I, �j I This property is not in a sidewalk 1 I I deferred zone.At this time,a RECYCLING / I UNIT 3 GARAGE UNIT 4 GARAGE sidewalk is not required but it may I be in the future.Please sign and 1 1 \' I \ 1\ notarize the sidewalk agreement 1t�'7 r \\ I \ \ form. '�1 t—1 1� I I r— \I I \ Notes&Legend I,,,,,, II \ I (I The stormwater system is shared Contactor must verify all dimensions on see before I I infrastructure and therefore must commencing work or preparing shop drawings.Do not ale drawings. .' RECONSTRUCT ASPHALT i i RECONSTRUCT ASPHALT z \ ' be designated as a greater 4.1 ASPHALT ' DRIVEWAY (SEE NOTE 2) I DRIVEWAY (SEE NOTE 2) \ \ II V j common element on the condo DRIVEWAY 1 I 3' CONCRETE PAN (FOR \ I ' II Z plat.Please verify that the existing 2' CONCRETE PAN (FOR SITE STAIRS (FOR \ plat covers the shared DETAIL, RE: SHEET C7.1) C) BEAM STONE CURB DETAIL, RE: SHEET C7.1) DETAIL, RE: ARCHITECT) \ ' infrastructure or that a new condo ADJACENT TO PAN (FOR \ I I I II Q plat will be recorded. allIULLI �� f DETAIL, RE: ARCHITECT) RECONSTRUCT RECONSTRUCT BEAMSTONE RETAINING WALL 11\ �� WALK CONNECTION • CONNECTION (FOR DETAIL, RE: ARCHITECT V I I� c) • 14, IM 1 \ \\ -- I� I A� "�" __ MAILBOX o MAILBOX• \ i I:�� CONCRETE WALK ♦I�``: r , • I II \ .'. �04�MEMIMEMMMMOMM ( 1 1 • I 1'\ . i11 I ra, 7 .-''' �\tl II •cO�NCRETE WALK I D/9/ fr. CREEK EASEMENT (�10'1• i f , 1V II ,:� FROM CENTERLINE) I I `WOOD DECK / I �� I �`� I A 1 . I 1I — BOULDER I (1 COlir 1AN \ . 1 UNIT I • / i RETAINING WALL • El �� ,WOOD DECK UNIT 2WOOD DECK I I' 1 ��► ' 5.00' RED' / - 1,) \ I ill ,IV SETB', , — \I j ,� ' I 1 ,`� ee' FRONT O1��N�Ii� _�� WOOD DECK - S SACK UNIT 3 I 1 I • I , E , I u \ . �_ I OUTER LIMITS OF CREEK AT TIME OF SURVEY ___------1 1 ir • Z ilii �� • �= I- 1_ WOOD DECK SOUTHEASTERLY PROPERTY LIMIT .1 ) v � ��=� � � E UNIT 4 1 I >�,,4e- �� -WOOD DECK I I stamp • A Swale is required • LOT 3 \ 1 1 '� - ^ ,. _ • II along the length of the ' / r property to handle drainage from the 15.00' FRONT_ I L_ roadway.The swale EDG: OF SETBACK SHARED LOT LIMIT I I I. should tie into the GR EL / I II I ��.\ existing swale along 980 I 1 I Gibson.Show how 1 drainage will be IL .I I I 8m,14. '�� I I accommodated given , current Turin and tree ©Yarnell Consulting&Civil Design,LLC(YCCD) grading I I I `�`/ The information and design intent contained wdhin this location.The 1 NORTHWESTERLY PROPERTY LIMIT �� / I document is the property without YCCD. p parofthis disturbance area I LOT 2 Momationmay be used wilhoutthe priorwntlen permission of YCCD.YCCD shall retain all common requires a major review 1 I 1I law statutory and other reserved rights,including Project roje copyright thereto. which requires public 1 \improvements along the 1 I ` 11-• ' 1Projeentire length of the 1 DECIDUOUS TREE(TYP) // property. • RCCA GARAGES I 1 5.C7' REAR I Sr'BACK I•• I I Address 1 I 1040 AND 1050 MATCHLESS DR 400991i----------4 CONIFEROUS TREE(TYP) I �� ASPEN,CO 81611 . \• � - - ��' F I I YARNELL -10.00' UTILITY EASEMENT wl wl 10 5 SCALE: 1"=11 0 20 CONSULTING & CIVIL DESIGN, LLC 0 D t u � � �� SOUTHWESTERLY PROPERTY LIMIT f� �I I lO T © `�� Project number Sze check O + �, 19.010 �I „ KNOW WHAT'S BELOW. CALL BEFORE Y011 UIG. ` ,® $heetsize Scale I �/ I _.. 24"x36' See Sheet �/ \ CALL 811 2-BUSINESS DAYS IN ADVANCE sheet Clue / II BEFORE YOU DIG, GRADE OR EXCAVATE FOR SITE PLAN 6111)41‘11146% / MARKING OF UNDERGROUND MEMBER UTILITIES / ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. GIBSON & MATCHLESS THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM / SUBDIVISION THE AVAILABLE IORMANOWVH Sheet number CONTRACTORS RESPONSIBILITYNF TOTIO FIELD. IT VERIFY THE UST IZE MATERIAL,BEST HORIZONTAAIL AND VERTICAL LOCATIONIS, H OF ALL ER,UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. C3 i I 0 PLEASE RECYCLE 0 slmoaumm.,Numbs so,m,a.aa.m riles..o.waemwp.nr..n,s.a,a.,owa,am aum,...oe......wl..0caan w.e.n Recent revision history I # Date Description 1 2019.09.20 CIVIL SCHEMATIC DESIGN SMUGGLER RACQUET CLUB 2 2019.11.21 CIVIL DESIGN DEVELOPMENT 3 2020.01.03 PERMIT SUBMITTAL 1 SEDIMENT CONTROL LOG ALONG DOWNSTREAM LIMITS 1 APPROXIMATE LIMITS OF DISTURBANCE (TYP) �OF DISTURBANCE (FOR DETAIL, RE:mat SHEET C8.1)u _im / �� BOULDER RETAINING WALL - c _c - Sgetiti ___` �\�� 1 \\,�� // \' 7959-_ ----------------------- 7960 CSC \ • \ / /\\ __ NORTHEASTERLY PROPERTY LIMIT --- - -- --, �,�h r;f0 ---I-_--- ---- -..._i---- - =-TR,�SH-------- ------------ \ i\I 1'' --- \ IG \\ .,C�I! 7I I/ ,/ �BQULDER RETAINING WA!/L -r - \ �I \1 1 I ,1\ \'o \ �O �� \\ \ \I // ^� a r, vGorrG 0, i N \rnr col I / ' / 1 �'/ \ \ .. I UNIT 1 GARAGE UNIT 2 GARAGE \ \ (/ \� RECYCLING\, ' UNIT 3 GARAGE UNIT 4 ARY\4G \ �'\ \\ I'' '\ \ \ \ z4" DRAIN BASIN 1\ \V A\ \V V\I 1 \,__ Al t "81" W/ SOLID LID �V �� A\ • �1 \ '1�1 �' Notes B Legend 24" DRAIN BASIN I 1 1 \ I L Contractor must verity all dimensions on site before \ \ \ \ I commencing work or preparing shop drawings.Do not 18" DRAIN BASIN I "Al" W/ SOLID LID\ RECONSTRUCT ASPHALT DRIVEWA\ r I I .' COfVCRET PA I I 1 I scale drawings. �� 'B2" W/ VALLEY GRATE \\ SEDIMENT CONTROL LOG ALONG DOWNSTREAM\LIMNS „ 1 1 \ \1 \ ( 1 L�.. p\ STORMTECH BELOW-GRADE - 1 \ \ v ROCK SOCKS \ OF DISTURBANCE (FOR DETAIL,\RE: HEETI C8. ) 1 I 1 \I \ I J ACROSS ENTRY STORMWATER DETENTION SYSTEM \ 1 \ \ \ \\ ��ASPHALT P`10 �" `\ \ 1 \\ r 1 TYPE 3 INLET PROT�CTIN 1 ( \ \ \ \ I \�\r ,`i //-•�� 3g `V VC ® (RE: DES AIL SHEET IC8. ) 1 V AEI \ DRIVEWAY 3 \ I \ \ I I \ ,\ _ f-N T4-,,\C BEAM STONE CURB s(HEIGHT CONC ,J _""" A2' W/ VALLEY $ "A3" W/ `GALLEY (IRA* 1\ I` I C \\\ m\ I •�� VARIES) ADJACENT TBV PAN • _ DRAIN BASIN �l: V 1\I \I �1 , I I1 Q �' / \ TM ET IL 2)3 'WOW N- \ '' .ram -_1 h \ �- -, -� w. . .�-- _ -. I III 1 I, Ni . 1. 3 _ III L� t'e-� A i\ / Ajj = _ MAILBOX BEAM'STONE SET INI111 �G ALL' 1 1 M Me I1 ��. \�\ -r,\ s __V \ 1 C \ ",:, - �S I� \\ TY• `L P-•TEC�`ON '7. ,/ I \ I\ I II II I I I I II \ \ _ I �I,( / •/ e (R �; ,I S ET )I < A • I I I I 1w \ \ \ \ I 1 , I�, \ \ \ / / / : Al �� \ 4 \ \ \ r \ I I I 1 I I 1 I 1� 12. THE CONTRACTOR SHALL PROTECT THE WATERSHED ADJACENT TO ANY LOCATION WHERE I 1 \ \ __/ / / / \ , .: CONC�ET,E WAL \ \ \ I I I I,\ PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE • CON R WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND 1 \ / / / • 1L0� �' S. \ \ \\\ \ \_ /II 1 I I PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ,[ ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS 1 \ \\ \\�\\ \ / / / `•-'a ` I� 1 ` S-. \N \\ \ \ / JI / I I 1 ' // // FROM CUTTING OPERATIONS TO THE WATERSHED IS PROHIBITED. 1 \\ \\ \ \ /I / `WOOD DECK / 1 1 "\ \\\ \./ I I I I I / X 13. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A \ \ \\ \ \ J / IIIM��. I 1 �� • N N\ - I III I I I/ 'I I TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON \ \ \ 1111111111 • .'� N\ __ I TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. `\ IJ I STREET SWEEPERS USING WATER AND VACUUM WHILE SWEEPING IS PREFERRED IN ORDER ;O-- I \ \ \ \ , ,, ___-S I \ TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. o \ \ \ A \ UNIT 1 • 1 ® \ \ \ \ \ \ \• \ \-� •/ /-��\_^ I-- 14. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON-SITE \\ \ � I LOT 2 j I ( 1 I USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICAL. U \ 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT C.) m \ \ '• �` 1 I I • WOOD DECK �� I^ \' I FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA Q R • \ \ \ �`� UNIT 2 I . RUNOFF, VEHICLE TACKING, OR WIND. \ \ \ / i, ' i II 16. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION \\ \ 1 iii, a , / / - -�1• SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. I \ I 1�� 11 I illiti 17. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE \ 1 A \ �;�� fi--WOOD DECK UNIT 3 I I 1 ,� AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING 1 / MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. Is s�� k • OUTER LIMITS OF CREEK AT ONE OF SURVEY / H \ 18. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND EDGE OF \I I / J WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE GRAVEL \ \ I �le �,,+ SOUTHEASTERLY PROPERTY LIMITf 1 I /` _ BINS. CONIFEROUS TREE(TYP) •f TO 0 4,�01 ,�gp 1 I\\ I L 1 � 'r' '� 1 - I V 1 19. CONSTRUCTIONSITESSHALLBEMAINTAINEDINSUCHA CONDITION THATANANTICIPATED \ I I �' / �. _:w�� g .� VI UNIT 4 STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF I • \ I I I \ �1 \ / \ III ' I t I I MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND I1 , \ I' ,, COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR \ ,___/ 1 g,L_�_ _ i I stamp I 1 1 1 \ p ' I CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN I I I 1 \ / i DECIDUOUS TREE(FYP� \ /� TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS I I ) / `I AN _ SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 1 - I I 1 I \ > / \ \\ / , \ \ - 1�i� . II 117 AND 302. '� NN I \ \ \ �/ / \ \ I 20.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL N. I\ `\ ��\I NOlj,ri WESTERLY 'ROPERTY LIMIT A LOT�3 \ \ ' ' 1 \ I/ \ SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, \Il 1 / I \t �� SHARED LO \LIMIT------ / 1 I � I 1 I WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; 7. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, LEAVING THE PROJECT SITE DURING ALL DEMOLITION, EXCAVATION, TRENCHING, GRADING DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A STORMWATER MANAGEMENT NOTES: TO ADJACENT WATERWAYS, STORM SYSTEMS, ROADWAYS, WETLANDS, ETC., RESULTING FROM SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM WORK DONE AS PART OF THIS PROJECT. POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, g Design, CCo©vamell consultor s Civil Desi p ) 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS, AND STATE AND FEDERAL REQUIREMENTS. The information and design intent contained wrhin this IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL 8. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, document is the property of YCCD.No par of this \\ TIMES DURING CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND IN THE CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN i nformation may be used without the prior written WATERSHED BELOW THE SITE. CONTROL SYSTEMS SHALL BE INSTALLED PRIOR TO INADVERTENTLY DISCHARGED TO, OR ACCUMULATED IN, THE FLOWLINES AND PUBLIC 21. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE Pew faW�oryf�a omer reCservedln'ghtsninolud�g on STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. CONDITIONS IN RIGHT-OF-WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED copyright thereto. DEVELOPMENT OR CONSTRUCTION PROJECT. TOWARD DESILTING FACILITIES. THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN Project ON THESE PLANS. THE PLAN MAY BE MODIFIED WITH APPROPRIATE APPROVALS AS FIELD 22.THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY RCCA GARAGES CONDITIONS WARRANT. 9. THE GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL CREATES A HAZARDOUS CONDITION. 2. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE PUBLIC ROADWAYS. 23.THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND Address LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. SHORTEST PRACTICAL PERIOD OF TIME. 10. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" [BMP] 1040 AND 1050 MATCHLESS DR SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. 24.THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL ASPEN,CO 81611 3. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICAL ON THE SITE FOR USE ON AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE I- I AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR WATERSHED IS PROHIBITED. 10 5 0 10 20 PROTECTED FROM EROSIVE ELEMENTS. SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP BEFORE THE SEDIMENT LEVEL REACHES ONE-HALF THE HEIGHT 25.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL YARNELL SCALE: 1"=10' 4. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE CONSULTING & CIVIL WIND-CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE FUNCTIONING OF THE BMP. AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ' • tL _ e, ` DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DESIGN, LLC DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE 11. WATER USED IN THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES SHALL BE L1-----& ,),L(.._) j,)T T O CONTRACTOR SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE 26.ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH 1L.[�/,i DAMAGE TO ADJACENT PROPERTY. REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL NOT BE Project number Size check CD WHAT'S BELOW. CALL BEFORE YOU DIG. I 5. PERMANENT OR TEMPORARY SOIL-STABILIZATION MEASURES SHALL BE APPLIED TO ALLOWED TO INFILTRATE, BUT WILL BE ALLOWED TO EVAPORATE. DRIED CEMENT WASTE 27.SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON-SITE 19.010 1^ `I A DISTURBED AREAS WITHIN 30 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF SHALL BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE sheet size Scale THE SITE. UNLESS SPECIFIED OTHERWISE, TEMPORARY VEGETATION SHALL BE INSTALLED ON A PREDEFINED, BERMED CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT MAXIMUM EXTENT PRACTICAL, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED 24"X36' See Sheet CALL • 2-BUSINESS DAYS IN ADVANCE ALL DISTURBED AREAS WHERE PERMANENT SURFACE IMPROVEMENTS ARE NOT SCHEDULED SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING A TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR FOR INSTALLATION WITHIN THREE MONTHS. TEMPORARY VEGETATION SHALL BE A VIGOROUS, CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE-OFF WATER ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. BEFORE YOU DIG, GRADE OR EXCAVATE FOR sheen title MARKING OF UNDERGROUND MEMBER UTILITIES DROUGHT-TOLERANT, NATIVE SPECIES MIX. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE AT THE JOB SITE SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES OF SPRING OR FALL PLANTING SEASONS FOR NATURAL GERMINATION, BUT SEEDED AREAS IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT'S TRAINING 28.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR STORMWATER ENGINEER ASSUMES NO THE UTILITIES SHOWN ON THISPONSIBILITY FOR UTILITY LOCATIONS. SHALL BE DRAWING HAVE BEEN LOTTED FROM LANDSCAPING. AND IF CONDITIONS MERIT. REFER TO THE LANDSCAPE PLAN FOR FINAL ANDDOITSENTITLED ACCOMPNYINGNG MANFOR UALAENTTLED, "REAENVIDYOMIXNT, READY MIX WASHOUT GUIDEBOOK,UT VEHICLENG THEIDUES SHALL ITE TO STREETS, DRAINAGE FACILITIES, ORE IMPLEMENTED AND DADJOINING PROPERTY-SITE TO EBYRWIND PORT FROM MGMT. PLAN THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE AND EQUIPMENT WASHOUT AT CONSTRUCTION SITES." THE DIRECT OR INDIRECT DISCHARGE RUNOFF. CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 6. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION OF WATER CONTAINING WASTE CEMENT TO THE WATERSHED IS PROHIBITED. INFORMATION MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES LIMITS OR PROPERTY LINES TO PREVENT GRADING ON PROPERTY NOT OWNED BY THE ABOUT, OR COPIES OF THE VIDEO AND TRAINING MANUAL ARE AVAILABLE FROM THE WATER 29.FOR DETAILS OF ALL PROPOSED BMPS, RE: SHEETS C8.1-C8.2. Sheet number PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. OWNER/DEVELOPER. IN ADDITION, THE CITY OF ASPEN MAY REQUIRE ADDITIONAL QUALITY CONTROL DIVISION, COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT, TEMPORARY FENCES IF FIELD CONDITIONS WARRANT. 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530, 303-692-3555. 30.FOR LOCATIONS OF SANITARY FACILITIES, STAGING, AND CONCRETE WASH-OUT, RE: 4 CONSTRUCTION MANAGEMENT PLAN. 0 PLEASE RECYCLE 0 eao.wnm.,[Numbs m,e.aa.m mi.sm,,o.waemwp.oe.n,ece.ram a ram ea,,...a,..,a,p.,,ca,oasmn,.m,m.,.a.,,.arw.cg Recent revision history I # Date Description GRADING NOTES (APPLICABLE TO SHEETS C5.0-05.2): 1 2019.09.20 CIVIL SCHEMATIC DESIGN Verify entire parking 2 2019.11.21 CIVIL DESIGN DEVELOPMENT lot within the property SMUGGLER RACQUET CLUB 1. ALL SITE GRADING, EXCAVATION, EMBANKMENT, AND COMPACTION SHALL CONFORM TO THE 3 2020.01.03 PERMIT SUBMITTAL line drains to the I RECOMMENDATIONS OF THE LATEST GEOTECHNICAL INVESTIGATION FOR THIS PROPERTY AND BMP.It appears this •PROXIMATE LIMITS OF DISTURBANCE (TIP) NORTHEASTERLY PROPERTY LIMIT �� I SHALL FURTHER BE IN CONFORMANCE WITH THE CITY OF ASPEN "ENGINEERING section(West of Unit _ \\ ) I \ \ / \ STANDARDS" (LATEST EDITION) AND ALL REFERENCED DOCUMENTS. BOULDER RETAINING WALL 1 garage)will drain to MN s _� " InaI� MI .. M IM IM IM _ _ _- -7 0 -_-` Nis (RE: DETAIL SHEET C7.1) / the ROW. ---A TE-R-R ETAYN faG-WAI_C IS-R€MOVEDT fiEt-RADE e-FF-SI.TE-BI-ST-4I BB - - \ \ \ / 2. THERE APPEAR TO BE AREAS OF NEGATIVE DRAINAGE AROUND THE PERIMETER OF THE 7959 1.00' SIDE 1. \� /�, EXISTING STRUCTURES. THE SCOPE OF THIS PROJECT IS LIMITED TO THE PARKING AREA. - - _ _ STBAC-K-___ TO ENSURE POSITIVE DRAINAGE FROM GARAGES - NGTH)___ -- _---_- BACK ICI / THEREFORE, YARNELL CONSULTING & CIVIL DESIGN, LLC CANNOT BE HELD RESPONSIBLE -?- -- .ss,' y^,z + ---=-=-=--=_ -- - 1 ^ ��- FOR EXISTING DRAINAGE ISSUES THROUGHOUT THE PROPERTY THAT ARE OUTSIDE THE / r A.•.tte I \`'\ \ �\ LIMITS OF DISTURBANCE. _ TR SH \ ( co \ o o, 10� ^ v /// %�'�w _ '� �� I� \V I /2 'n h 4 'o hf0 I AV A A V I 1 II I 1 A ^ o n n f\0j ��' rn �°'/ 3. THE GRADING DESIGN SHOWN HEREON HAS BEEN PREPARED IN CONFORMANCE WITH THE BQUADEht RETAINING WA!/L / \ I m I "I REQUIREMENTS OF FHA AND HUD CRITERIA AND TO THE GREATEST EXTENT POSSIBLE, IN jg5h --- UNIT 2 GARAGE ' m I�/-/ t / \ \ / �I '-^ I 'n UNIT 3 GARAGE "` ""f'� a' ^ "1 I / ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS FOR THIS PROJECT. / \ UNIT 1 GARAGE (FFE SLOPES; RE: ,- or �w o \ r, 'J` ,•` / q/ VARIOUS CONFLICTING DESIGN CRITERIA MAKE TOTAL COMPLIANCE WITH THE GEOTECHNICAL tl \\\ \\\ �`-- '1_,--: � I ARCHITECT) \ • I I (FFE SLOPES; RE: \ \ \ \ \ /\ ■{/\ I ENGINEER'S RECOMMENDATIONS DIFFICULT [ADA, SITE PLAN LAYOUT, ETC.]. THUS, THESE • • (FFE SLOPES; RE: 'UNIT \GARAGE \ \ �'' I\ I \ \� �� \ I ARCHITECT) \ / \ I PLANS HAVE BEEN PROVIDED TO THE GEOTECHNICAL ENGINEER FOR REVIEW AND \\ - ARCHITECT) RECYCLING i I \ (FFE LOP S; RE:\ \ ' •\ ' \ I 9•se 1■ COMMENT RELATIVE TO COMPLIANCE WITH THEIR RECOMMENDATIONS. IF THE GEOTECHNICAL - • \ --/ ""\QRAIN BASIN I I \\ AR HITEIcT)\\ \ �' °S II\\ II■I\, �' ,\ ENGINEER DETERMINES THE DESIGN MAY COMPROMISE THE ACCEPTABLE PERFORMANCE OF r -7g53 W/ SOQLID LID RECONSTRUCT RECONSTRUCT \ \ I I R I I THE STRUCTURES AND/OR PAVEMENTS, UPON RECEIPT OF THE WRITTEN COMMENTS FROM - - I 24" DRAIN BASIN GRATE:795.3 12 ASPHALT DRIVEWAY \ I ASPHALT DRIVEWAY LO\WF\R DF(Y UT�LITIL�S \ I I�I \�7,9ss THE GEOTECHNICAL ENGINEER, COMMENTS WILL BE DISCUSSED AND RESOLVED WITH THE I I "B1" W/ SOLID LID r- What is the proposed - ;� \ I I )11 _ OWNER AND THE GEOTECHNICAL ENGINEER, AND WILL BE ADDRESSED IN A MANNER AS Notes&Legend I GRATE:7952.95 01 I 1 \ \ I I I I\I DIRECTED BY THE OWNER. contactor must venal alldmens dimensions on site before 1. I - 'I►A'��'w��....��..� depth for the BMP IL. MATCH TO EXIS INC 1ELEVATIO I � 1 1 I I ROOF DDF\AIN chambers stem? I 'OOF DRAIN AT TOP BACI( OF\WAL!. 1 \ ,1, I I \I I� commencing work or preparing shop drawings.Do not 18" DRAIN BASIN 1 y I \ I scale drawings. -�9B2' W/ VALLEY GRATE \ / STORMTECH BELOW-GRADE `, Show bury depth on 3' CONCRETE PAN (RE: DETAIL SHEET C7.1) 1 \ \ -„n \ (O 4. IF THE OWNER ELECTS TO UTILIZE FOUNDATION SYSTEMS AND/OR PAVEMENT DESIGNS 1 `s2 \ (RE DETAILATER DETENTION SYSTEM I I `�.rn I\ I - \ W THAT REQUIRE SPECIAL CONSIDERATION FOR CONTROL OF SUBGRADE MOISTURE, SPECIAL I ', IGRATE:7951.92 \ (RE. SHEET C7.1) L° , \ plans. I s?3 18" DRAIN SIN j I I \ ^I \ II J ' I' I \ I , V Ct PRECAUTIONS AND EXTRAORDINARY DESIGN PARAMETERS SHALL BE THE RESPONSIBILITY OF I "- I ., `• "A3' W/ VALLEY GATE \ 1 V \ 'n' I �. ASPHALT i , QAG s� 'af.� ��.duL►�Vt�VV.V'.IAf� I 'I GRATE79 .14 % I �/� ) ( \ \\I\ r2L �I Z THE GEOTECHNICAL ENGINEER IN CONCERT WITH THE FOUNDATION/PAVEMENT DESIGN. IT IS DRIVEWAY ��- '� `\\\\\\ 7 C 7 Because this BMP Is bein \ 11 C) ACKNOWLEDGED THAT VARIOUS FOUNDATION SYSTEMS REQUIRE DIFFERENT LEVELS OF .^ `r N -53, V�i \ 9 \ ma' I SUBGRADE PREPARATION, DRAINAGE DESIGNS, AND/OR SUBSURFACE DRAINAGE CRITERIA I \ / - '% �i used for detention,the 18' •" BASIN \ I I / \ \ t\,u -A-\ I^ CI THAT ARE BEYOND THE PURVIEW AND RESPONSIBILITY OF YARNELL CONSULTING & CIVIL I \��% - -_7. `• BEAM STONE CURB\..HEIGHT ,•' CONCRETE PAN (RE:- '�_drainage report needs to y "A2" W/ VALL • _:ATE ///�f,. ( I I \ \ �m \ I I �2 DESIGN, LLC, AND THE GRADING PLANS SHOWN HEREON. THE INCORPORATION AND "- . . y// _7955" -VARIES) e• •�N _ D +L SHEET C7.1) show that freezing isn't an GRATE:7953.46 _ �/ I-- 8.\.VI/ \ �\ \ e I III' II EXECUTION OF THESE SPECIAL PRECAUTIONS SHALL OCCUR IN CLOSE COORDINATION WITH //l - • 7 S d� _ issue and water will infiltrat' 2�-- '---=--- -.."� \ \I I o I I I CD THE GEOTECHNICAL ENGINEER'S DESIGN AND CONSTRUCTION OBSERVATIONS. `� \\ I- /�/{/ / i7958 \,�3 tl * ---- - - v should there be a significan d -- � -=-- =rn I II I' N A \ • / \ L� an v \ J'o"� I 5. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST rain event in the winter /`" r rn T I I I I - /� l \ I`-V \ �` MAILBOX months.The bottom of the \ MAIL"f�I /\ h, h ''o;fly 'vo Leo 'moo '�' I I III II AVAILABLE INFORMATION AND ARE SHOWN TO THE EXTENT KNOWN. IT IS THE I -\ I l \ ` RECONSTRUCT STRUCT WALK CON EI /i 1 0> oT �s' o, m o, I RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT ,I • \ \ I I / I •. \ ,_ Ai 0 \ •I chamber where water will �, /�. �� o r/n, I I I III I THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE WITH EXISTING OR `�ys I \ \I\ I ) I/ / / / / \ - \ / \\\ infiltrate must be at least T •''�`', !/'" ,/ BE�M STONE\\REIfAI NGI I I I I ImII I I PROPOSED BUILDINGS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES THAT o/J_/\_ I 1 } v v,.1. m J I I / / •/ • w c� �?;, '9,- BURIED below grade because of �� \ I WA (F01�1 D TA L, RE\ •r9 I I I III I I CONTRADICT THE ENGINEER'S INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND MINIMUM I . 3, 61, \ I / / --�� I.. _A& \ / `� GA'frost depth. ` \ \ c'M\CH\T tT) \\ o I I II II SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE ENGINEER WILL NOT I v v,a \ / REC� STRUCT 1\ \ _n °'`�°'00 II BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER 11 v �;' yy --// / / / • �� F�� / //� WALK CHNNEC�I�N IV A \ V ry nl�h�h� �)�\ NOTIFICATION. \ / / I �_ `,4 I BURIED S \ \ I\ \ \ \ N.^1n `7V \'p 6. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS r • '� I \� \ \ \ / / / I �� •__ I��C _ `r TELEPHONE ' \ \I \ \ / I I) / 1I 4° cb FINISHED ELEVATION AFTER PAVING, LANDSCAPING, ETC. CONTRACTOR SHALL COORDINATE V s. c• �� 1� I unu � \ I I i \ \ / / / /, //� .5., \ J ) II / 7 WITH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE FOR THICKNESS OF TOPSOIL, I 1 i \ \ ) I V SOD AND LANDSCAPE MATERIALS. POT_ \ur�ur� I / I WOOD DECK_ ®l� _ I _/ / X vilI \ \ \ \ \� --- iATURAL GAS METER11, h II I �/ "-0►"E• a I\� - ) 1II �I / FG = FINISHED GRADE, FF = FINISH FLOOR, TOF = TOP OF FOUNDATION, HP HIGH I i - - \ M' I •I r // I TI \ `BZTULDER-REXAIN/FI AIL \\\\).' POINT, LP = LOW POINT, TOW = TOP OF WALL [FINISHED GRADE AT BACK OF WALL], 79 1\ \ \ \ \ • NATURAL AS ETE" I ii \ 1` - i \I CURB FINISHED GRADE AT WALL, GB = GRADE BREAK, FL = FLOWLINE, TBC = TOP OF II ..- ae� II\ \ \\ 1/ I UNIT 1 I I - y�.,_ •s : / I 7955• \ \ \ \ \• I'� I \ •. ( �-.. , I I \ I 7. TEMPORARY CUT/FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 1:1 (H:V). BU'IE/ CAB E 1 \ \ \ I T. CONCRETE WALK - II PERMANENT SLOPES SHALL NOT EXCEED 3:1 (H:V) [UNLESS NOTED OTHERWISE] IN AREAS T EUISION U2/ m I \ \ I/Irt� ` I I \II I I \ I I TO BE SEEDED OR SODDED. II \ \ \ ` UNIT 2 I I I • • WOOD DECK A I I\ I 8. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, I I \ \ I , WOOD DECK I I . -� v II ETC. TO MATCH FINAL GRADE. I \ ,4. h `v, a r E® SETB'� 16 NATURAL GAS METER CREEK EASEMENT (�1.' I I 9. REFER TO FINAL DRAINAGE STUDY DATED JANUARY 03, 2020 PREPARED BY YARNELL I L, I I 5 'o cn $�IAPPIP' -_ \ • ,W FROM CENTERLINE) I I I CONSULTING & CIVIL DESIGN, LLC FOR DRAINAGE BASINS, FLOWS, AND INTENDED I . \ ,,---?_1 ^,' \ Ifr I I .�®, . .9I' FRONT N I DRAINAGE PATTERNS. 1 - I \ ,..t e. '' I S ACK: UNIT 3 NATURAL GAS METER L.ci `ir O N, I \\ I 1 \ Q�``�a= i� _-WOOD DECK -� � _.- rn I/, 10. YARNELL CONSULTING & CIVIL DESIGN, LLC IS PROVIDING LINE AND GRADE FOR THE I 0I Ik RETAINING WALLS SHOWN HEREON. THE WALL LAYOUT/GRADING SHOWN IS PROVIDED TO CO \ \ \ /riqgilliraf r, 1 \, I / OUTER LIMITS OF CREEK AT TIME OF SURVEY 7I C Z I / N / -� \ / I THE WALL DESIGNER/CONTRACTOR AS A COURTESY. THE WALL DESIGNER SHALL TAKE INTO LV - l \ ) / �� I \I • WOOD DECK I I 7 CONSIDERATION ALL JURISDICTIONAL REQUIREMENTS, GEOTECHNICAL INFORMATION AND J \ I ��,/` I v� - _ I -\ t\1 SOUTHEASTERLY PROPERTY LIMIT ' J REQUIREMENTS, AND GRADING DRAINAGE PATTERNS IN THE DESIGN OF THE WALLS. THE `n Z v, I I 1 / I '/ •` - ) I' \I aQ�� ' RETAINING WALL DESIGN NEEDS TO ACCOMMODATE THE EFFECTS OF UNCONTROLLED \ \ I I I / 1 �:- 0h�-� ®' ;r \ i '� I dal."f '� - ••J UNIT 4 I I / RUNOFF FROM UP-GRADIENT OF THE WALLS, INCLUDING HYDROSTATIC PRESSURE AND !� / EROSION. REFER TO THESE GRADING PLANS FOR PROPOSED GRADING AND TO THE FINAL I "i /� v �/ I �Y - I I.I I \ I I I \ I I\ •=--'- ' BURIED ELECTRIC UTILITY / I DRAINAGE REPORT DATED JANUARY 03, 2020 PREPARED BY YARNELL CONSULTING & CIVIL I I I I I 1 \ I 1 +` DESIGN, LLC FOR DRAINAGE BASINS AND PATTERNS. stamp I I I I \ / \ \ I_ -WOOD DECK I I `I i I 1 I I \ / I �-�� \ I rei _ �t'� �® 11. PROPOSED PATH RECONSTRUCTION DOES NOT PROVIDE AN ADA-COMPLIANT CONNECTION I I II II ( I / �) / N \:::., / b I �� -�-.�. I FROM THE PARKING AREA INTO UNITS 3 AND 4. /l LOT 3 \ / -7948 i \ r--- �0 •I I 4I�, I \. I ` \ \ 15.00%FRONT /\ \ \ I \ \\ I I_ y,l \�EDGE OF I \ \ �/I / TBACK \\ / SHARED LOT\LlMIT �I .I '�'+ _._i I GRAVEL \ \\ \ t , \ \ I �\ ' Nir 1 \ \ le I \ \INSANITARY SEWER UTILITY I \ r / Ai/� 'Hull / d r I \ -- I /---7952-- / I I i ss- ��s = �s js _i 35 �s sk js �5 •� i9ss \®1 : II / / --7953-- ---� / I Q '1�� • • ��r H � I L I \ I / /_--/ -- \ / -. 7 - ©Yarnell Consulting&Civil Design,LLC(YCCD) i • \ \ / � I / - I 7- A/I The information and design intent contained wdhin this II hs / NO"- WE ER/1'P"`'CPTYZI T 79 / .195"\` / ,� � 5 �� documents the property of YCCD No part of this iiimi r I 7 4 /,„- / / 7955--__ \ I- I \ - SLOT_2 / �� 'Mormat on rmission f YCCD.ay be YCCD shall r without etain all common I 1 4J / / / v -\\ -79$4- -�- /I/ \\\� / / i 1-/ 58I prior written a w statutory and other reserved n9hts,including I I `O h i �/ / ---7956-- ----' --- _ 7955 - - / / 19 Icopyright theretohs' I\ ' 9, --- 7955 �II ,� \1 \ ^-;19�n h� b/ 1 -- - ----- -- _�_--7956,-- --- /- / I IV I \\ Project 0 Ih-v- ,� -7957--- - -7956 L2EeI000US TREE 7YP / \ • \ 1 I,n 59s'` i 11� 6.12 ---- 7957 < J �` �. l RCCAGARAGES r I I\ \ \ ��h 1 -- - - 7958j ___ - 956__,, %ems III I \ I ( 1 h --7956--- \\ --- /� \\ \ \ \ \ it 1Gi 1��\ - ------7958�-- r /,rL 50010. REbR i I 1 h I • N. • 1 \ \ \\ \ \ \ n -_AI\ BUBlE9"CABLE TELEVISIBALVTILITY /•\ I -- j959�- --- S['�AGIC Im I 11 Address I \ \ / \ ' \ \� / % / �\ I I /^ - Y// h q II I 1 11 1040 AND 1050 MATCHLESS DR I \ N \ l / -4.,___\ / / I - \ -i n 0 b vh v I ASPEN,CO 81611 �7947-- I \\ piP �_ CONIFEROUS T/lEE(TYP) --'Al----_ _/7 9h� /> ��\ \ \ I / - -- -/ 1 1� %/I c'"",�^o'`" u, I l cvo o \\ \ \ N�\ ) _ I \ _\ � BURiEcAsFtEUSio� rTrY r1 YARNELL -p{, \ \ ( T --Al- \ T ` - -/ \ 10 5 0 10 20 '4 v \-W--- a T't' n.\ \ \ l \ \ \ �" 1/\ - \f�BURlE7D/�EL€Ph'ONE UIIEYIIrI 3♦ \ lFIRE HY AN \-----;,, / 9 1�\- w 03 -f-/ / /\ \- 1 \ =,�s9 m.00' Unu r EA MENY /0��-_1 5 _ \ nv y L i L --�� I 1/ SCALE: r=,o CONSULTING & CIVIL I 1 WATER VALVE(7YPJ \ fT I 1 \ \ \ \� / / �'¢ • �_ "'Q 1°j7958 ,/ / �� '- / I DESIGN, LLC p \ I \ \ `9s / /- co \ 1 m 1 57 / / • I /I - I 1°j \\ \ \ \ \ \ \� - // / �`b'' 95's - �LaT /'\_79 y6 / / 1 / / \ \ \•I \ ` \ 57--_ // //N 7g5 \ �_ �- / /- /1 19955 5 A x //ON-GRADE ^I / /J I I T A� Project number Size check I I I \ \\\\\ \` \7g5-B_- �BUrHWESIFR/ PROPER71}'LlMI� S. \ - - _ `�hG� / / LL l / 1 O L©'1'�Y \ ••8� O l ELECTRIC N. 7 / \ � EL crRic unurr I 19.010 1' / UTILITY J9 -----/ / \ �- /\/ I ) T`t \ y 54-- 7g54.-- ---- �� / ,y / \ KNOW WHAT'S BELOW. CALL BEFORE Y011 DIG. Sheet size Scale l '�` v 9S`-- ---- // / _ \ \ - - 1��ABOVE-GRADE // ❑ 4 / I `� ,® 24"X36' See Sheet 1 •)99s, --- - -- - TELEPHONE UTILITY / r / >'9 Sp \ / // 53 \ CALL 811 2-BUSINESS DAYS IN ADVANCE sheet title \ 449 \--- \ \` / / �� ABOVE-GRADE CABLE f ---- 9a' ��N N ------- / //--7952.- TELEVISION UTILITY I BEFORE YOU DIG, GRADE OR EXCAVATE FOR OVERALL GRADING SANITARY SEWER UTILITY / N \-- / / _, �� MARKING OF UNDERGROUND MEMBER UTILITIES ABOVE-GRADE ELECTRIC UTILITY PLAN I \ \ ---- // /-'7g57_\ Jr / N \ \___ / , ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. 'f' / \N\' --- / GIBSON & MATCHLESS THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM I Z c, N --- - /'795 THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE sheet number I •9,, v - / O SUBDIVISION CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 8 9-- \ /--\ MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES C5.0 m / / ,_ I PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 PLEASE RECYCLE 0 eaOa&,m..Numbs an m,,.aa.m riles..o.w,.emwp.nr..n,n.a,anwae,amwmm...al.sa,p.wl...,csncr.m.w..en Recent revision history # Date Description APPROXIMATE LIMITS OF DISTURBANCE (TYP) ■ ■ ■ ■ ■ ■ ■ ■�■ ■ ■ ■ ■ ■ — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I■ 111111 IIIIII�III, 1 2019.11.21 CIVIL DESIGNSCHEMATIC DEVELOPMENT M — 2 2019.11.21 CIVIL DESIGN DEVELOPMENT BOULDER RETAINING WALL __ ENSURE POSITIVE DRAINAGE IS PROVIDE IN THIS AREA B 2020.01.03 PERMIT SUBMITTAL 7959 _ NORTHEASTERLY PROPERTY LIMIT 7g60- (RE: DETAIL SHEET C7.1) 5a-'--- ----------------------------7959------ _ ____ 19 ---- 7959 � STRAIGHT-GRADE BETWEEN FINISHED - --7959 RAIGHT-GRADE BETV 0 795 _ F, . / 8'- GRADE ALONG BUILDING AND EXISTING - - 55,_� '79 °'4 ��5�.. _ 1.00 SIDE SET-BAGK- ELEVATIONS AT LIMITS OF DISTURBANCE - o ELEVATIONS Z-tIUMFTS-C rekr �I�rGti, JJJ-// as � F �s�°� ��i�i.�1� ® 5' TRASH o50o y7• ci,. I \\ / / (I CAST-IN-PLACE CONCRETE o N • I J�++ (CAST-IN-PLACE CONCRETE \ 6 BOULDER RETAINING FALL LL- o, oiko,0M �\\ \\ \ \\ -/ / / I I \\ RETAINING WALL (RE: STRUCTURAL) \ �.y 8� I =W I „RETAINING WALL (RE: STRUCTU II 7g5A �^\\ \\\ \ \ 7958---- / I �m \' I \\ F \ \ / / �, 9� A I al cn \ \ RE-MULCH DISTURBED AREA ` I UNIT 1 GARAGE I / 9 \ --. / TO MATCH EXISTING BED \ 2' CONCRETE PAN CROSS SECTION VARIES ALOI1JG _ N UNIT 3 \\\\ \\\ \\\ �-- 7957 / 7. TOP OF SLAB AT DOOR=7953.67 RECYCLING. CONSTRUCT PER SPOT ELEVATIONS I /- � (FLOOR SLOPES, RE: ARCHITECT) \ I I TOP OF SLAB AT Notes&Legend \ 795 y5_/ I UNIT 2 GARAGE (FLooR SLOPES, Contractor must verify all dimensions on site before , \ \ \ I —79 g5}--_ I \ RECYCLING\ I I commencing work or preparing shop drawings.Do not S \ 77953 I \ TOP OF SLAB AT DDOR=7953.67 I scalearawmgs. I ___ (FLOOR SLOPES, RE: ARCHITECT) I • 53.67 \ ®sue fo1. __ -6-�AS•EALOT SDR VEWAYTRUCT � I \\N I 1 MATCH TO EXISTING ELEVATIONS AT LIMITS N I I OF ASPHALT REMOVAL/REPLACEMENT 1 I I 15.6% I 2� a� a� a� 0�� I ---\\ c PVC ROOF DRAIN \ I - I \---PV'C ROOF DRAIN I, \�952-- I 'A \ I I STORMTECH BELOW-GRADE I O STORMWATER DETENTION SYSTEM I I III \O�O II '—ASPHALT DRIVEWAYS 24" DRAIN BASIN 24" DRAIN BASIN "Ai" W/ SOLID LID I 18" DRAIN BASIN "61" W SOLID LID im ■l s, • "B2" W/ VA EY GRATE GRATE7952.95 �f �� GRATE:7953.12 l� - TRANSITION TO FULL - �/� ��► TENSURE RUNOFF 26 �' 2 I - 951.92 E'.A' �u. ,, 1 U PAN SECTION IN 3' 1 954 I J I\` FL - sa� I CURB AND INTO • Z U vv size NI 7 9 S3\ V A \\ ~ m I \`\ lr-� '`� liL \ 8 PV 2 I*�� \ I 18" DRAIN BA , m J \ Q \ / �` �� _ \ "A2" W/ VALLEY \ .- m n N. ►�I1,,, --, -G- BEAM STONE CURB (HEIGHT VARIES) ADJA\ENT TO PAN. T•- • STONE �� II ''GRATE:7953.46 _ TO BE FLUSH WITH EXISTING ELEVATIONS. OR DETAIL: - >'.- T II 1 --• �� ` �, 2' CONCRETE PAN RE: • - I �S-'� // • A\`',.,,,, \ �� DETAIL SHEET C7.1) A ff, I • \-\ i ��'. _ �� ,.s�1. to S3 �' \,, a a m T 1�<0°6 I c "9 �res� ` «� I °0�i I^ rt__, / / \\ \ V !G I� o ° \\ MAILBOX m • \\ h�� o EDGE OF GRAVEL / £ "Alariii ` � CONCRE7 CURB ALONG I 'P Q'' I 1 �►� \ \ I •` - • WALK. TR SITION TO ZERO • ',' S''. \ III f 111111111 CONIFE% TREE(TY\ , 1 1 /--- a N • �-bilk �, - IGHT AT��OP OF RAMP. BURIED NATUR L A. -FG� 4' '— - / \ I I \ ,� �� • c1+l \ GAS UTILITY I \ y° t 1 \asp / II. \ I h h `7 `n `n ti- N� MATCH TO EXISTING MATCH TO (STING ELEVATION'S .: F \ "v, v,,, # n ELEVATIONS A?\TO' OF RAMP AT LI'ITS OF DI'TURBANCE (TYP) /\ lill'a"all v j I DA �9s� is` I hMI NC II / - I v ' \ \ /f / // // •/ 4 , l _ _ LOT 3 \ I I $\ I `]I' I TRANSITION TOCONCRETE ZEROB �`6 '" I N' \ \ \\ // / / I \ r BURIED CABLE HT AT END OF TELEUISION UTILITY Stamp `�SANITARY SEWER UTILITY _ e U I \ - ---- / / • \ Cl \ I \ 15.00' /FRONT SETBPICK� .�� • CIDUoUS T- -(lYP `\ I 0 1 II \ / I �✓ •••1A BURIED TELEPHONE UTl \ I I LU v II - I 1 l I\ / / muirieir n . • N . Z \ I BURIED ELECTRIC UT/Ll1Y�X \ \ \ \ \ / / `� I b-. -- '�lk _M- /�• SHARED LOT LI/WIT r%�ii -. \\ \\ \\ \V `� / 1 // I UNIT 1 / f>Z 1 15.00' REAR SETBACK _- • 1 \\ \\ \ NORTHWESTERLY PROPERTY LIMIT / / I I �� • ONC'RET WAL ` / p U) I / l I // 0/ WATER UTILITY �V \\ \ \\ \\\ WOOD DECK W w//'A I I \ \ / I [/N; - 1111.111e, N 1 5.00' FRONT S 1 \ \ \ \ \ NATURAL GAS METER I / / _, 1 /. ©Yarnell Consulting&Civil Design,LLC(YCCD) The information and design intent contained within this document is the property of YCCD.No part of this information may be used without the prior written permission of YCCD.YCCD shall retain all common \\ law statutory and other reserved rights,including copyright thereto. Project RCCA GARAGES Address 1040 AND 1050 MATCHLESS DR ASPEN,CO 81611 II YARNELL 5 2.5 0 5 10 SCALE: 1"=5' CONSULTING & CIVIL DESIGN, LLC --/ O T ©RA `811. Project number19.010 Size check O KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. ` p- Sheet size Scale _ 24"X36' See Sheet CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet title BEFORE YOU DIG, GRADE OR EXCAVATE FOR DETAILED GRADING MARKING OF UNDERGROUND MEMBER UTILITIES ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PLAN THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE sheet number CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES C 5. FOR ALL NOTES, RE: SHEET C5.0 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 PLEASE RECYCLE 0 plmommm.,o..-,m.sa,a,a.aa.m riles.,o.w0,uwe.nr..n,s.a,anwas,ama.mn...oe..,n,p.,wl...,cs.,petal.o.elre M1mdg I Recent revision history I M M E NI MI III I III I III, II. III, IIIII M M E M M E M E N E M E N NI M III I (III, III. M III, III1 III, III, III1 IIIII�III, ■ MI III, III1 IIIII IIIII IIIII IIIII IIIIII-M il m - • \\ 1v t \\ // 1`\ I # Date Description . \ t \ 1 2019.09.20 CIVIL SCHEMATIC DESIGN _ O V —7960� . ,96 pl°j CT t�T Ou� 2 2019.11.21 CIVIL DESIGN DEVELOPMENT --- ENSURE POSITIVE DRAINAGE IS PROVIDE IN THIS AREA co •. O \ m v '\ \ 3 2020.01.03 PERMIT SUBMITTAL ---79 _____ NORTHEASTERLY PROPERTY LIMIT o _ \ / STRAIGHT-GRADE BETWEEN FINISHED ----r 7959 - -7959 - RAIGHT-GRADE BETWEEN FINISHED ----r �\-1.00' SVDE SETBACK •..a 1 'H \\ Y/ G(��\\�\ GRADE ALONG BUILDING AND EXISTING --GRABE.QLONG BUILDING AND EXISTING , I ELEVATIONS AT LIMITS OF DISTURBANCE o N _ ELEVATIONS AT-Liloffl8-QE DISTURBANCE________ __ �� I / ---- ------ e 0 0 1 1 I v �v I iI I' \ TRASH o h�° „IA "ca 1 \ 1 1 / I / h0 ��6 U 1 \ 0, \ Al— \/I I i�1°�� N s I I \\ 1 1 \ \\ I / r; \ E ,, CAST-IN-PLACE CONCRETE 1 1 / \ yy6°•7o ®so 8 I U= I �2 ETAINING WALL (RE: STRUCTURAL) \1 \I \ \ \\ \\ l� / � / I V/,/- //\ �,, H N coo ,.. cco cco .o .o l� / m / I / 1� i y IY/�//7 u. ILL( U 0, v m m O0 a' \ rn/ s, / i E 2' CONCRETE PAN CROSS SECTION VARIES ALONG C N I I UNIT 3 GARAGE \ I I \ J\ \ \^ \\ I / //(//`// RECYCLING. CONSTRUCT PER SPOT ELEVATIONS o I I \ I \ \ \ \ \ / \ '953.67 _ 1 UNIT 4 ARAGE \ �. ., ��, HITECT) \\ I I I I TOP OF SLAB AT DOOR=7954.67 \ I \ \ \ ,5y \4, \ ,�'y �7 \I\N Notes&Legend I UNIT 2 GARAGE (FLOOR SLOPES, RE: ARCHITECT) TOP OF SLA AT D\OR=795\4.67 \ 6^ \ h8 \, Contractor must verity all dimensions on site before RECYCLING\ / I I I \ commencing Nq, 1 \\ (FLOOR SLO IES, RE:\ARCHIT T) FT EW F° —%�. RI 58.28dt=1\ \ �\, `9SB I� scale drawigs.work or prepadng shop drawings.Do not TOP OF SLAB AT DOOR=7953.67 '5 c• vt: I I 1 I \ \ \ 5467 s, \ \01 \ 1(FLOOR SLOPES, RE: ARCHITECT) —so SI \ \ - ISO ti y. 11 , 1 ' ®� ®�so I I \\ I \\ \ \ \ \h ( I \ I. 1I I \. TERMINATE BEAMSTONE WA4 INTO 1 I I I 1 CONCRETE WALL CAST-IN-PLACE 3' COCOTtl RETE PAN CROSS SCTION \CARIES AONG \ \ I I \ I 9Ss S,p® I I I I NTRY. CONSTRUCT ER SP01\ELEVATIONS \ /,P \ I I Yr F r e% 1 I \ ` o / 54.57 5Zq\ \ 1 I I I \\ I \-5m 1. ®�� I 8� 81 �� H s, Fc of\\ Al 1111 II I \ 1 I III N I LOWER DRY UT`\ITIES �` 11,. ., \ \\ \\ /II 11III I�PV'C ROOF DRAIN 1 \ \ \\ STORMTECH BELOW-GRADE I I 1 O A 1 1 • 1 \ I \V \III �' �,�A PARK CIRCLE I 1\ CONDOMINIUMS \ STORMWATER DETENTION SYSTEM TV I I I ' V A �/' II \I 1 I ��I � I I I\ \ \ 24" DRAIN BASIN Y�� w v v \ —RECONSTRUCT ASPHALT DRIVEWAY "Al"„ " W/ SOLID LID ay 1 I ® °' ti n o °' A �1� cRATE:7953.12 v �'1 A V I \ \$A 11 \ V,��- S '_ I �/g 4� ENSURE RUNOFF DOES NOT POND BUT IS CONVEYED OVER V -tip ) \ A V \ A \ \\ II r \\ I CURB AND INTO PAN (TYP, FULL LENGTH OF PROJECT) \ \ / / \ \ I 1 1\ \\� \ I \\,\ T953V I 2' CONCRETE PAN (RE: 4 /MATCH TO E�ISTINy h V I A V 1 ' \ 8 PV� \ I I 18" DRAIN BA \\ DETAIL SHEET C711) / ELEVATIONS "\TOP I \ \ \ \ \, \ �� \ I ,� I I r o / BACK OF MALL\ \ \1 \ 'P\ HEIGHT VARIES) ADJA ENT TO PAN. T♦' ♦ STONE 2' CONCRETE PAN (RE: Mil � �� I "A2" W/ VALLEY GRATE �8" PVC 11 18" DRAIN 6,4SIN / \ I \ \ 11 \ EXISTING ELEVATIONS." '- �AR -T 1� GRATE:7953.46 V A 1 7 1\ �\ \\ \I A \\ 52® \\ �� 1 --- ® Q / VAAEY \ \ I \ 1\ I \ 11 I 5.00' REAR SETBACK S ® ` ^o -- ._ _ _'- SS ® _/1.5% - _ _A3,1\W/GRAT�:79541T4 5'2% I I I I I \ • �- -- -- � h —A — I �I �s�< ,, 9, ,-5a.14 \ IT 11 I 1 69 �� C' - 9�° 1=s. S`?S G'n`w� 's ' `"a' \ \ S#�G��I I I \i 1 I / \ V - � S3 4 F FLc o-1 I I I \ � S2 E° .��—�__ , A-� o 1 7��s�_ BO, ', .. S __Mrk\�___a�=ems.— \ 60.979 I 1 1 I / V To mo <Dti`b° ITo'-, ` ro A• N\ I 1 �0 e� T9 e■� MAILBOX 54G //S e�so tGa� \� km �C�� 11 I I I 'y MAILBOX ^ \ fin,. o F a Y !.�`S gti \ BEAM STONE ETAINI G WALL I '111 0 h • F° F° v S h� Ssr�i o e \(FOR(DETAIL, E ARI wrEC1I I\ \ I II / `` i CONCRE CURB ALONG ¢� �� • ssc `' Si' I I I 'E.• WALK. TR SITION TO ZERO • y�' y'�' / \ I \ I ir o OP. �a --IGHT AT OP OF RAMP. <, - �1 RECONSTRU T —1///i Ss SITE STAIRS (3 f ISERS l\ \ \\ \ I � I 1 y��_. �� \ it BU mIED NATURAL WALK CONNEI`ION "�i� S, I 15 6.3" EACH; Fd)R I \ I \ \ I _ ,AS UTILITY I ya.. ryc v ^.;Yo-v I I \ I ��h D� \ \ • 5s e\g yq, :�h . DETAIL, RE: ARC{i ITECT) \ BURIED IELEL\TRIC UTIL \ I I I i \\\ MATCH TO E�(STING MTCH TO (STING ELEVATIONS G 7 / / i \ I I I I I\4 01 `nis \� I al `%> • L Y/ 55.45 55.52i- '\ \\ co co '''\ ,,,0, 4 N. N. N. N. ,^ ,N r^^ 1^ u' 93 j 1 I ,e • ,' o Fc' \ 1 I 1 ' / \/ \ I �/\11 TRANSITION TOR ZERO N URB MPFG • N N\ \ I\ \\ \\ \ I I I I I I I I I\\ LOT 3 II ss.491 .. \ \__ 1 HEIGHT AT END OF RA // v \ �\ \ \ \ I I I I I ' \ stamp / I 1 BURIED CABLE TELEVISION UTILITY y// . C. .p \ \ I \ I / / 111 / r u I CIDUO " •' 1�A •.10 \ \ I BURIED TELEPHONE UT ♦ /,�w I � . Q CONCRETE WAS\ \\\ I \\ \\\UTt�\Ll O\CREEK AT Tlr7E O.� LIFIf�EYI I Ij I / �\ / / • • et __ laJ BURIED ELECTRIC UT/CITY I \ I \ _ J I I I I \ / / v � Z JJC2\ I ?7, . . \ \ I \ \ \ C�€EK E�,�EMENT ( 1d' I I I / / \ ift*--=-La- ,�i SHARED L07 LlM/T P�/, l 6 \ \ \ \\ OPE-MO Y LI RLINi I I I I // c = - /1 1 I ,v a \ \ \ SOUTH STERLY PROPERTY L/MT I m I 1 // / - / CONCRETE WAL I I 5.00' REAR SETBACK///, v I\ V A \ I I / 1 / / Q I \,,, I I1 WOOD DECK // / L M W cy// / if jil*. � b • \\� \ \ \ BOULDER RETAINING WALL / UNI - N \ 5.00' FRONTS ge•v LOT 2 , �I\ \ \\ \\ _/ 1 I I I I / / / I _� �� /. . / �. a �1 �. I I I / / ©Yarnell Consulting&Civil Design,LLC(YCCD) The information and design intent contained within this document is the property of YCCD.No pad of this Information may be used without the prior written permission of YCCD.YCCD shall retain all common \I\ law statutory and other reserved rights,including copyright thereto. Project RCCA GARAGES Address 1040 AND 1050 MATCHLESS DR ASPEN,CO 81611 II YARNELL 5 2.5 0 5 10 SCALE: 1"=5' CONSULTING & CIVIL DESIGN, LLC //--�� ice ' __.1 ` � _/ O Q ` 'O`8jo Project number19.010 Size check O KNOW WHAT'S BELOW. CALL BEFORE you DIG. Sheet see Scale 24"X36" See Sheet CALL 811 2-BUSINESS DAYS IN ADVANCE sheet title BEFORE YOU DIG, GRADE OR EXCAVATE FOR DETAILED GRADING MARKING OF UNDERGROUND MEMBER UTILITIES ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PLAN THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE Sheet number CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES . FOR ALL NOTES, RE: SHEET C5.0 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 PLEASE RECYCLE 0 Rot o.rrhe,December..ms-,ma.,,e,P.m.0w,wemsy"eni.ua0,0nwoe,emu,.....o,m9.ow.ee.,o"w"eon.,an",,.en Recent revision history I # Date Description 1 2019.09.20 CIVIL SCHEMATIC DESIGN SMUGGLER RACQUET CLUB 2 2019.11.21 CIVIL DESIGN DEVELOPMENT 3 2020.01.03 PERMIT SUBMITTAL I LIMITS OF DISTURBANCE (TYP) I BOULDER RETAINING WALL-Nion m = mi mi MI Mi ME ME ME MN IM Iml NO INN _ 1.00' SIDE NORTHEASTERLY PROPERTY LIMIT 1 00'BACDE •__'\ \ SETBACK k�—? \ gir I� ►, ._ � Ira I. ' \ BOULDER RETAINING WALL ' r J III I ' '�/ 1 \ UNIT 1 GARAGE UNIT 2 GARAGE I II /.f, I 000 I RECYCLING I I UNIT 3 GARAGE UNIT 4 GARAGE 0 A\\ � r m $ _ 24" DRAIN BASIN L� I 24" DRAIN BASIN LOWER DRY UTILITIES T \ "Al" W/ SOLID LID AI I a GRATE:7953.12 I `�` \ 1 \ \ 11. '\ I '81" W SOLID LID \� J� \I I \ Notesa Legend I_ GRATE:7952.95 1 - I I BEAMSTONE RETAINI 7 —\ "1 1 Contactor mast verify all dimensions on site before \ f— RECONSTRUCT commencing work or preparing shop drawings.Do not I 18" DRAIN BASIN 1 PVC ROOF DRAIN ASPHALT DRIVEWAY i RECONSTRUCT ASPHALT DRIVEWAY i \ I \' �1 scale drawings. It 1"B2" W/ VALLEY GRATE I I \ \ W I STORMTECH BELOW-GRADE o PVC ROOF DRAIN \ I \ II -GI GRATE7951.92" I I 1 STORMWATER DETENTION SYSTEM 18" DRAIN BASIN \ ' i ASPHALT i ?t I I m I I JG �0"� "A3" W/ VALLEY GRATE \ I . I DRIVEWAY �// �� 0 P GRATE:7954.1•,. \ V 11. lil�l 8 PVC I �-18" DRAIN BASIN \ I I k O f BEAM STONE CURB (HEIGHT 2' CONCRETE PAS I "A2" W/ VALLEY GRATE ' I II 11 /� • \� -VARIES) N �"..M. "- , GRATE.7953.46 -_ - PVC \ % I I II II. h196 I �' A `_*-11 �, MAILBOX I I \ MAILBOX %1 \\ I II I' I TAO I ..-- • �4 CONCRE I LK ? / / I �I`` _,4 a ' 11 I �I I I I, 1 �� BURIED NATURAL I // � � I I I,� 1 - 1 // p■■� ,GAS UTILITY I BURIED ELECTR• �� t�� UTRl:� TELEPHONE 11 I � ■� _ I„� UTILITY // I II �' I I �� F� I /� ' i CREEK EASEMENT (INE) II H I I 'WA', �' /, I FROM CENTERLINE 11 i WATER UTILITY I I WOOD DECK .i / I A//� - �� I VI 1 ' ,A I - Ej" iATURAL GAS METER / t. II w—� I 1 M -may--- -- - --- / Ilrm . •I I %i \• \ BOULDER RETAINING,WALL 1 II i ' NATURAL AS ETE' , I I ' I UNIT 1 I IIIIL . `c` 11\\I \ t 1 4011111 . „ : RI D CA L y CONCRETE WALK�s I rn l\ \ 1 TELEVISION Tv 1 11_ • �� A �I WOOD DECK UNIT 2 I WOOD DECK �� III I IT 1 2P ,\� j 5.00' R " . I) � 11 • 1 , I I �� SETB•• \ ` NATURAL GAS METER — i -(I _ -.�.' FRONT Q �� •i • WOOD DECK l�Jam_ S :ACK UNIT 3 NATURAL GAS METER ri I 1 O I 1 `. /r, 1 �� I OUTER LIMITS OF CREEK AT TIME OF SURVEY 1 I �6 I_ I II W II ��"' I U la " / 1= 1 - WOOD DECK SOUTHEASTERLY PROPERTY LIMIT k. m � , I = I �� UNIT 4 II i� I f ///�� 1 � - 7 '—I��• BURIED ELECTRIC UTILITY - _ r .WOOD DECK i stamp 1 I1 i \..._ • I fl LOT3 y, I 15.00' FRONT__., I I sI f i \` EDGE OF SETBACK I - 1 6I SHARED LOT LIMIT �I \I'� i ".\ I I 'I )\ I I GRAVEL � / N I alib.LI' iiii ,._;,444 11 I -3s - -ss�_-_-TSS_ ---�5 -- ~SANITARY SEWER UTILITY �\ I 4 I l I 1 j5------ss------ss-_i----ss---- ss ss js �s 1 1 5-' \ �• I FOR ALL NOTES, RE: SHEET C6.1: ©Vamen Consulting&Civil Design,LLC(YCCD) I h / A The information and design intent contained within this NO• WE TERI Y P•IPERTY LIMIT I s �` document is the Property of VCCD.No Part of this 5 1 I I LOT 2 \�I' / , mrormation may be used wnnom prior wrinen fi I I , 1 permiss on of VCCD.VCCD shall retain ari common I i 1 law statutory and other reserved rights,including I 1 fi5,i I T I coPYnght thereto. I I--- _ , '-4ryp� 1 I Project --Al- - \ DECIDUOUS TREE TYP -N tIn fis �/� I ` I• 1 RCCA GARAGES 1 .5-�/. : II ham\\ I I s\ .FL 5.c ' REAR I ._ -`Al BURIED CABLE TELEVISION UTILITY I / S'`BACK I • I I Address 1-1 ,NV' I I I 1040 AND 1050 MATCHLESS DR 5 Al_ \ I CONIFEROUS TREE(TYP) Al _-_ I r\\\ BURIED CABLE TELEVISION UTILI III '' 'I Ir A t ASPEN,CO 81611 0 — T ^: ._ . 20 YARNELL `� % - � 'r ��BURIED TELEPHONE UTILITY •�' I 3lF/RE HYDRANT -10.00' UTILITY EASEMENT o -Alm w I I I SCALE: r'=,o• CONSULTING & CIVIL r . -- mu y — \T -- -- r WATER VALVE(YP) o m • tam s, ' ` DESIGN, LLC L M I • '�'N '�' \ ` A- ON-GRADE/�/ J Project number Size check I SOUTHWESTERLY PROPERTY LIMIT I 'Il j/ _� �, CD 11_ ELECTRIC f ! f______,) 1 ,�\\Y ELECTRIC UTILITY I 19.010 1•UTILITY I / KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. Sheet size Scale j I ( ABOVE-GRADE I 'TELEPHONE UTILITY � / 24"X36" See Sheet CALL • 2-BUSINESS DAYS IN ADVANCE Sheet title tj ABOVE-GRADE CABLE r 1 SANITARY SEWER UTILITY / TELEVISION UTILITY J I BEFORE YOU DIG, GRADE OR EXCAVATE FOR OVERALL UTILITY 1 /T ABOVE-GRADE ELECTRIC UTILITY MARKING OF UNDERGROUND MEMBER UTILITIES PLAN i ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. 'F " GIBSON & MATCHLESS THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM 1 Z THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE 11 MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SUBDIVISION CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, Sheet number I C j) i I 6 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 PLEASE RECYCLE 6 rw Dmnim..o..me.m,m,9-9w2 a•rues...ow,.pmwM.ro,anwoe,emu,.n,...on..,e,w.eao..,o!srwes Recent revision history . \ 1 1\ \ # Date Description ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ”■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 111111 IIII�III,7111, II. II. II. II. 1■ I■ \ ..• _ \ 1 2019.09.20 CIVIL SCHEMATIC DESIGN _7960- \ 2 2019.11.21 CIVIL DESIGN DEVELOPMENT -_-- --LIMIT$ QF DSTURBANGE (TYP) --- 7960 ^\\' •••• \\ I \\\ 3 2020.01.03 PERMIT SUBMITTAL --7958- 7959 _ _ -1.00 SIDE SETBAFX_ ------ i�o- \ NORTHEASTERLY- N LIMIT it - S#DF SE\BACK IINO T�eROPER , �. PD PD ��=-PB---- "r_=-- - - -- PD PD PD- PD PD PD PD� tPD_ l \PD PD-- -,. _ _ _�- I - t� 1 DISCHARGE PERFORATED PERIMETER DRAIN \ \ 1 I I ONTO GRADE THROUGH WALL (INV.:7953.50) \ TRASH i DISCHARGE PERFORATED PERIMETER DRAIN \ \ P�RIM�TER DRAIN�IV.:7954.80 \ oo I 1 -, -- I \ ONTO GRADE THROUGH WALL (INV.:7954.70) \ 1 1 1 11l` \ co co I I/ DER RETAINING WALL \\ 1 I I \\ \ 4"\PER\FOR!TED P C\'ERIMETER �^ \I \ ^� I ^/I •40 / \\ \ 1 I \ \I DRAIN �iRE: ETAIL SHEET C7.1) / / �� / \'0,s I cco, I N ul w th c_im \a, /I rn h '� I ' o I UNIT 1 GARAGE v �v I UNIT 3 GARAGE v \ 4" CAP END F \ TOP OF SLAB AT DOOR-7953.67 \ \ UNIT 14 ARAGE \ PIPE (IN 955.e\ \ \ (FLOOR SLOPES, RE: ARCHITECT) I TOP OF SLAB AT DOOR=7954.67 \ llll \ \ \ \ Notes&Legend �\ UNIT 2 GARAGE RECYCLING\ 11 I (FLOOR SLOPES, RE: ARCHITECT) \ TOP OF SLA AT DD�OR=795\4.67 \ \ 4 PD\ \ \ Contactor must verify all dimensions on site before \ \ (FLOOR SLO ES, RE: ARCHIT T) \ comm encing ncing work or preparing shop drawings.Do not \ TOP OF SLAB AT DOOR=7953.67 vo I I \ I \\ \ II/ \\ \ scale drawings. \ (FLOOR SLOPES, RE: ARCHITECT) I I I \ DISCHARGE PI RFORATEb PERIMTER DR,IN a \ \ \\I\\ RECONSTRUCT i \ ASPHALT DRIVEWAY I- �\ I \ONTO GRADE THROUGH WALL (INVt:7954.6 ) \ 1p \ I • V A V -iO 4 IV A A I The existing gas main \ 1 \ \ \\\ \ \ I needs to be potholed and 1 \ \ \ \ ,, \ \ \ I I �� I I r the exact depth determined. \ r2 I I 24" DRAIN BASIN DOWNSPOUT CONNLCTIOI�ZIYE DETAIL SHEET C7.1) I I DOWNSPOUT CONNECTION (RE: DETAIL SHEET C7.1) Any necessary alterations to • I N \ ei" W/ SOLID LID A A I I 2, the gas main need to be 1 \ \ "I A A \ cmi \rr� I 10LF 4' PVC ROOF DRAIN ®\2.0% (MIN) SLOPE \ )LF 4" PVC ROOF DRAIN 0 2.0% (MIN) SLOPE determined and shown on 1 \ \ \ `" I IN .N(NE):7947.00 A \ \ LO R DRY UTILITIES 1 I \ I I INV. (W):7947.00 p \ CORNER OF SYSTEM the plan set prior to permit �.�` \ \ \ \ I N:'497682.67 f \ 19.20' 1 N:1497673.66 I issuance. \ • \ \ \ E2.••800.32 \ \ E:2629818.05 - I o \ \\ \I .\ 1 1 I\ I \I GRATE: 2.950 /-RECONSTRUCT ASPHALT DRIVEWAY i 18" DRAIN BASIN STORMTECH BELOW-GRADE STORMWATER \ I \ \ \ I• \ \ I I \ "B2" W/ VALLEY GRAT DETENTION SYSTEM (RE: NOTES THIS SHEET) \ \ \4 \ I , \ n�a \ IT IS POSSIBLE THIS SECTION OF NATURAL GAS MAIN MAY , \ 3' CONC ETE I \ \ \ INV.OUT(E):7947.29 A �.y� \ NEED TO BE LOWERED AND/OR RELOCATED DUE TO THE I .c1 �I / \ l \ , \ N:1497686.65 ♦�� ,��► II ' I 1 E:2629786.36 \ /•cry PROPOSED STORM SYSTEM AND GRADING REVISIONS i`n e o� \ ,� GRATE:7951.92 p'/o \\DRAIN BASIN I A m. 0-. To o ��' / N °', o 2,-) `` 11 I VALLEY GRATE \\ \ t1 QJt; "A1" W ID LID �� a INV.IN(NE): !�0 \ J /`L� '$�\ INV.IN(SE`�:794Zu 63 j4LF � \ I 18" RAIN EIASI / \ �♦ j ,�L'� �\ CORNER OF SYSTEM N:1497669,,82 8 PVC 4 12�� \ INV.IN(SE):7949.80 .. 1' W/ 1 0 / \ \ ♦ 2 E:2629814.5,9 '� ,_ I A3 VA LEY GRAT \\ \ �� N:1497678.83 II11V.OUT(N 1:79511.0 V♦ .'"1...,,,,, GRATE:7953.N N 14097620.)15949.60 1 A v A\ \\ E:2629796.87 \ 2' CONCRETE \ N:1497585.0 \ \\ - �E:2629853.56 1 I E:2m'b2988 \ \V A V'' \ • V © �_ !-- GRATE7953.4E �47.98LF 8"_?iC ® ------('-- A �__�_---- -----�-��- GRATE:795 1 \ \ I - 1_�_, ■ - i- 9s4 „, v �I ��WMIW 7954 `x _ ■■ * - • �` �•• BUR'C3,NATURAL I - ) 7955/ i, �1� N Nil N IN o GAS UT[LITY / MAILB / \ \ \ BEAM STONE CURB • \\ j954� a ,y/ni'/ . \I BEAfv�STONE ETAINING WALIr I 1 I .\--- ` 7g531 . \ ADJACENT TO PAN • I , 5k� 1 //i. \ I I I \ IS V/ MAIL�ox .� is a ° )\ I \ II i , \ \•• I \ �' ,/'Dig �-I-LIMITS OF DISTURBANCE (TY11)\ I 1 I 1 cow Rous T..i '�wink_i D •^ I \ �I•• e\ ` ^a y �� . I I NORTH ESTERLIY \ \ iiio -i // IPROPE�2TY LIMIT l \ .` CONCRETE WALK\\ I I ••. / o . // \ \ \\ ` \ I 11 11 ---,j \ I �. \ • N ) \ 9� t. // �� jlilt& p� \ I • •• c C i a /7..- -15.00'/FRONT/SETBACK/ 1 `9Sp� I I t N. \ ctOi. o \ \ I / LOT 3 BURIED TELEPHONE I�ITY • / / i / I \ \ SHARED LOT LIMIT i i. CONCRETE WALK �-' cO\ \ \ \ I stamp I55 n I I v n u` \ I \ 1 '0 95 /ilk / BURIE• CABLE�/ \ I \ \ /• / 1g5 I / A(a • p CIDUiiUS T' - •- \\ I TELEVISION CITY /�//yi \\ \ I \ \ \ I / I ^` \ \ I BURIED ELECTRIC UTILITY / hh c I \ \\ I \ \\ \\ \ ��/� // 1 UNIT 1 / , / / c I /�1 1 5.00' REAR SETBACK//// -. n \�\ \ \\ \\ BOULDER RETAINING WALL) I // II WOOD DECK / / /� ry/ 41.100.1111 � LOT 2 I \ y. / I � / / UN/ 1 \ 5.00' FRONT S 7E, `^ ° 1\ \ \ -� I NATURAL GAS METER I / _ \ /, / ' „ -- c\\\\ \\. \\ p Yarnell Consulting&Civil Design,LLC(YCCD) UTILITY LOCATION NOTES: FIBER OPTIC (F.O.) / TELEPHONE NOTES: 5. DRAINAGE BASINS SHALL BE AS MANUFACTURED BY NYLOPLAST (OR APPROVED EQUAL) AND The information and design intent containedwyhin this INCLUDE BOTTOM INSERTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE document is the property of YCCD.No part of this MANUFACTURER'S PUBLISHED DOCUMENTATION AND DETAILS. information may be used without the prior written 1. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO [UNCC] AT 1. FIBER OPTIC DESIGN IS BY THE BUILDER'S SELECTED CONTRACTOR. INTENT OF UTILITY PLANS IS permission of YCCD.YCCD shall retain all common 1-800-922-1087, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO HAVE ALL REGISTERED TO SHOW CONDUIT ROUTING AND EQUIPMENT PLACEMENT ON THE SITE FOR COORDINATION law statutory and other reserved rights,including UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES ARE TO BE LOCATED BY PURPOSES. 6. ALL STORM SEWER PIPES SHALL BE BED AND BACKFILLED PER ASPEN CONSOLIDATED SANITATION copyright thereto.CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE DISTRICT STANDARD DETAIL 06 ON SHEET C7.1. Project LOCATED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY SIZE, AND HORIZONTAL 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CENTURYLINK CONSTRUCTION RCCA GARAGES AND VERTICAL LOCATIONS OF EXISTING FACILITIES PRIOR TO CONSTRUCTION, AND NOTIFY THE STANDARDS (LATEST EDITION). 7. CONTRACTOR SHALL IMMEDIATELY REMOVE DEBRIS DEPOSITED INTO PUBLIC MANHOLES AND OTHER ENGINEER AND CITY OF ASPEN OF ANY DISCREPANCIES. PUBLIC STRUCTURES TO ELIMINATE THE POSSIBILITY OF PROPERTY DAMAGE DUE TO THE DEBRIS CAUSING BACKUP INTO PRIVATE PROPERTIES. IF IT IS DETERMINED THAT DEBRIS CAUSED A 2. YARNELL CONSULTING & CIVIL DESIGN, LLC (YCCD) ASSUMES NO RESPONSIBILITY FOR UTILITY CABLE TELEVISION NOTES: BACKUP, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGES. Address LOCATIONS. THE UTILITIES SHOWN ON THESE PLANS HAVE BEEN PLOTTED FROM THE BEST 1. CABLE TELEVISION DESIGN IS BY THE BUILDER'S SELECTED CONTRACTOR. INTENT OF UTILITY PLANS 8. NO TREES SHALL BE PLANTED WITHIN ANY UTILITY EASEMENT OR WITHIN TEN [10] FEET OF ANY 1040 AND 1050 MATCHLESS DR AVAILABLE INFORMATION. IT IS HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE IS TO SHOW CONDUIT ROUTING AND EQUIPMENT PLACEMENT ON THE SITE FOR COORDINATION PUBLIC MANHOLES, PIPES OR INLETS. ASPEN,CO 81611 LOCATION [HORIZONTAL AND VERTICAL] OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY PURPOSES. CONSTRUCTION, AND NOTIFY THE ENGINEER AND CITY OF ASPEN OF ANY DISCREPANCIES. 9. COORDINATES FOR AREA INLETS ARE AT CENTER OF INLET. 3. IN ACCORDANCE WITH NEW REGULATIONS, ALL UTILITIES CONSTRUCTED AFTER JANUARY 01, 2019 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH COMCAST CONSTRUCTION STANDARDS11 SHALL BE EQUIPPED WITH 10-GAUGE (MINIMUM) TRACER WIRE TAPED TO THE TOP OF THE PIPE. (LATEST EDITION). 10. CONTRACTOR TO COORDINATE HORIZONTAL AND VERTICAL LOCATIONS OF ROOF DOWNSPOUTS WITH 5 2.5 5 10 YARNELL pp ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. SCALE: 1"=5' CONSULTING & CIVIL DRY UTILITY GENERAL NOTES: STORM SEWER NOTES: BELOW-GRADE DETENTION SYSTEM NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ASPEN "ENGINEERING STANDARDS" _ DESIGN, LLC 1. ALL BENDS SHALL BE SWEEPING. AND ALL REFERENCED DOCUMENTS. ITEMS NOT COVERED WITHIN SAID 1. CONSTRUCT SYSTEM PER SHOP DRAWINGS PREPARED BY ADVANCED DRAINAGE SYSTEMS. / CODE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF I^ Project number Size checkO 2. FOR FINISHED GRADE AT PAD/PEDESTAL LOCATIONS, RE: DETAILED GRADING PLANS. RAISE PAD TRANSPORTATION (COOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AND 2. REFER TO SPECIFICATIONS PAGE ON SHEET C7.1. ` O-L© 811 19.010 1• ELEVATION TO MEET JURISDICTIONAL STANDARD. M-STANDARDS. ALL STORM SEWER CONSTRUCTION SHALL BE INSPECTED BY THE CITY OF ASPEN. �J 3. BOTTOM OF EXCAVATION (BOTTOM OF GRAVEL FOUNDATION) TO BE AT ELEVATION 7943.85. KNOW WHAT'S BELOW. CALL BEFORE YOU Die. r- Sheet size Scale ELECTRIC NOTES: 2. ALL PRIVATE STORM SEWER LINES LESS THAN 12 INCHES IN SIZE SHALL BE SDR-35 POLYVINYL - 24"X36' See Sheet CHLORIDE [PVC] PIPE IN ACCORDANCE WITH ASTM D-3034. 4. TOP OF GRAVEL FOUNDATION (BOTTOM OF CHAMBERS) TO BE AT ELEVATION 7944.60. CALL 2-BUSINESS DAYS IN ADVANCE sheet title 1. ELECTRIC DESIGN IS BY THE BUILDER'S SELECTED CONTRACTOR. INTENT OF UTILITY PLAN(S) IS TO 3. ALL STORM SEWER PIPE JOINTS SHALL BE BELL AND SPIGOT TYPE, INSTALLED WITH AN APPROVED BEFORE YOU DIG, GRADE OR EXCAVATE FOR DETAILED UTILITY SHOW CONDUIT ROUTING ON THE SITE FOR COORDINATION PURPOSES. RUBBER GASKET 0-RING OR PROFILE TYPE GASKET SO AS TO BE WATER-TIGHT. MARKING OF UNDERGROUND MEMBER UTILITIES 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH HOLY CROSS ENERGY CONSTRUCTION ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PLAN 4. DISTANCES FOR STORM SEWER PIPE ARE THE HORIZONTAL DISTANCES BETWEEN CENTER OF STANDARDS (LATEST EDITION). STRUCTURES. THEREFORE, DISTANCES SHOWN ON PLANS ARE APPROXIMATE AND COULD VARY DUE THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM TO VERTICAL ALIGNMENT AND STRUCTURE WIDTHS. THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE sheet number 3. INDIVIDUAL CONDUITS SHALL BE PROVIDED BETWEEN THE TRANSFORMER AND EACH UNIT. CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES C6. 1 4. ALL ELECTRIC CONDUITS SHALL BE 4" PVC. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 PLEASE RECYCLE 0 P.D./firm,Damao,m,a.,o.so..r,eu,o.waemwwnr..n,n.a,anoma,ammemrv...mi..,a,p.,wi...,ra.,o.uu ooFvw.en Recent revision history Date Description City Standards 1 2019.09.20 CIVIL SCHEMATIC DESIGN require a maximum 2 2019.11.21 CIVIL DESIGN DEVELOPMENT 1.00' 1.00' slope of 3:1.Please 3 2020.01.03 PERMIT SUBMITTAL revise. 2 %// \\ NOTE: FOR PROPOSED GRADING BEHIND WALL, RE: SHEET Cl 1 // / / /\A SAWCUT OR TOOLED JOINT AT 10' O.C. /\!VA. / / \ 2' CONCRETE PAN 1.�,,�" '/�//��//��//��//�� TOP OF WALL (TOW) NOT TO SCALE —� >A 1.50' 1.50' V/A� r 1 IO 0( ��////////� Notes&Legend / Contractor must verify all dimensions on site before NP a 1 111 / //\//\// \ commencing work or preparing shop drawings.Do not T as /\/\ / m 1 X � 'o o \ \ \ \ \ scale drawings. NOTES: �\ p,„/ /�/�/�/ 1. SAWCUT OR TOOLED JOINTS AT 10' 0.C. /�/�/�/ / �7 v / 3' CONCRETE PAN VA/�/�A/ NOT TO SCALE . //��/��//��//V/V/ MIRAFI 140N FABRIC LAID S � . ON COMPACTED SUBGRADE PROVIDE ADAPTER TO TRANSITION FROM DOWNSPOUT TO PIPE. ENSURE FINISHED GRADE � 61//�DOWNSPOUT IS EASILY REMOVED TO FACILITATE CLEANING OF THE PIPE. /�/�FINISHED GRADEAT WALL (FG�) O/ \ v �� MIN.) MISUE—CONDI �� • V/��////�\ AND 12" (COMPACTOEDT SU BGRADE TIONED 4" VERTICAL PVC TO GRADE /�/��/�I 3/4" WASHED ROCK A/A/A/A/A/A/A/A/A/A/A/® SLOPER TOFOR DAYLIGHATED T. TAKE AKE CAREN NOT TO � / CRUSH PIPE WITH BOULDER PLACEMENT. -‘ mill NOTES: DESIGN OL 22.5' BEND 1. PLACE LARGER BOULDERS AT BOTTOM OF WALL AND TRANSITION TO SMALLEST BOULDERS AT TOP OF WALL. IN NO CASE SHALL A = LARGER BOULDER BE PLACED ATOP A SMALLER ONE. 2. NO BOULDERS USED IN THE CONSTRUCTION OF A WALL SHALL BE SMALLER THAN 12 INCHES IN DIAMETER. 3. A 1:1 SLOPE IS THE STEEPEST THAT A WALL MAY BE CONSTRUCTED USING ROUND BOULDERS. User Inputs Results V / EXTEND TO WYE BOULDER RETAINING WALL DETAIL CONNECTION N.T.S. Chamber Model: MC-4500 System Volume and Bed Size 4" BELL 11111IINIM Outlet Control Structure: No TYPE PLUG Project Name: RCCA Garages Installed Storage Volume: 769.99 cubic ft. Engineer: N/A Storage Volume Per Chamber: 106.50 cubic ft. 4'"X4" WYE WITH 45° ELBOW (ALL BELL FITTINGS) Project Location: Colorado Number Of Chambers Required: 3 Measurement Type: Imperial Number Of End Caps Required: 2 ROOF DRAIN DOWNSPOUT CONNECTION Required storage volume: 6ss cubic ft. Chamber Rows 1 stamp 0 NOT TO SCALE , j/� Stone Porosity: 40% Maximum Length: 19.19 ft. D j��j/\j Stone Foundation Depth: 9 in. Maximum Width: 10.33 ft. d j/\� �\�j Stone Above Chambers: 12 in. Approx.Bed Size Required: 198.31 square ft. �\\�\�\��\\�\ Average Cover Over Chambers: 36 in. System Components D / � � � � ', Design Constraint Dimensions: (15 ft.x 50 ft.) a ��\ g Amount Of Stone Required: 35.10 cubic yards o. P �� , MIRAFI FABRIC AROUND GRAVEL BED Volume Of Excavation(Not Including 49.58 cubic yards \/ / / Fill): ©Yarnell Consulting&Civil Design,LLC(YCCD) A CAST—IN—PLACE CONCRETE FOUNDATION AND z // /�/ /\ The information and design intent contained w6hin this // / //\ document is the property of YCCD.No part of this SITE RETAINING WALL (RE: STRUCTURAL) - ��//\�j\ information may be used without the prior written permission of YCCD.YCCD shall retain all common law statutory and other reserved rights,including p \/� A FOUNDATION BACKFILL (RE copyright Project r o \A o A GEOTECHNICAL INVESTIGATION) RCCA GARAGES EMBEDMENT/ //� DREas n ft.4 FINES COMPACT IN °�9oF SOIL/AGGREGATE• p DENSITY SEE,.E,aa "�r oN CORRUGATED 0.50' \\��j\ MATERIALS aREDI WAuarDRMWA.E,I COLLECTION PRAM Fc�s,R Address GRAVEL BED AROUND PIPE (RE: eoRRaa.TeD WAIL STOR WA.eaCOLLECTIONC«AMBERS 1040 AND 1050 MATCHLESS DR n � � A ' GEOTECHNICAL INVESTIGATION) NON-WOVEN ANWAR EMBEDMENT _ ' 4" PERFORATED PVC FOUNDATION DRAINt. STONE DESIGNOESIGWO I ) ASPEN,CO 81611 b b \//z (FOR INVERT ELEVATIONS, RE: SHEET C6.1) '� \Y V'<'�a ti�\'\',�'` \� �' :��4r��;N�-<��a; ( to • n. �/ RER.E,rras,axE I (.0F... 1,'A l A t, % 1reneeerse YARNELL o fl � a" ;— V 1! �� „�� sn CONSULTING & CIVIL A IIIII iII 1 (,`mml NOTES: !(�� \ ii 'dllUl I ' DESIGN, LLC .mpa' _ =11 RrtraIFII IImllll�lll�lt_g�llllre=ll_ r Dmmor srdt ioleE[eiEredIRED ,T(]mmm)MIN II RY(aDmmI MIN 1. PERIMETER FOUNDATION DRAINAGE SYSTEM SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S )a� g Project number size check O RECOMMENDATIONS. N..IN 1re.P�Dnm) Fr 1P"E nEeIDN Eea NEE 19.010 m'ETZ Eoe—e '="0rsoles Sheet size Scale 2. CONSTRUCT THE PIPE IN STRAIGHT LINE SEGMENTS BETWEEN INVERT ELEVATIONS PROVIDED ON SHEET C6.1. .,.,,alau.covERToao..o.DrnE<lau=PirEarzrror,uaPAVEnIaerA,.AnoaarW,ERE R,,,..FNo.,,,,,,Fsw,roccuR.x ecoveR,,,,I,lau 24"X36' See Sheet 3. PIPE SHALL BE PERFORATED SDR-35 PVC WITH BELL AND SPIGOT JOINTS. Sheet title FOUNDATION PERIMETER DRAIN DETAIL DETAILS N.T.S. Sheet number C7. 1 8 PLEASE RECYCLE 8 P.Deaf m..Numbs 90,m,a.1061ern si.P.o.wmemwp.0Pxn,s.a,anom a rap mum mn gaml...,cro.m... Recent revision history # Date Description 1 2019.09.20 CIVIL SCHEMATIC DESIGN 2 2019.11.21 CIVIL DESIGN DEVELOPMENT 3 2020.01.03 PERMIT SUBMITTAL Notes&Legend Contactor must verify all dimensions on site before commencing work or preparing shop drawings.Do not scale drawings. Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) SC-2 Sediment Control Log (SCL) _ _14-_ICI-_ SEDIMENT CONTROL LOG INSTALLATION NOTES Stl- D SCL 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. D l� ,),.x 1 x 1B"(MIN) 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR tY2"x 1)4"x 18"(MIN) WOODEN STAKE TO ANY UPGRADIENT LAND—DISTURBING ACTIVITIES. WOODEN STAKE 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT _ '�� 8"DIAMETER {MIN) COMPOST FIBER, AND SHALL BE FREE OF ANY ND%IOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, i '� 9" DIAMETER (MIN) 1 SEDIMENT CONTROL LOG HOLES AND OBVIOUS WEAR. SEDIMENT CONTROL LOG 10 M. 4' MA -3 ONCENTER(il'P. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. 3- 4' CENTER (TYP. fi" NOTES: HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. t3 '��3NOTES: 1.THIS DETAIL IS FOR ^O FLOW�� DIAM. USE WITH SEDIMENT 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO $ DIA SC 1- CONTROL LOGS THAT A DEPTH OF APPROXIMATELY Y3 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS FLOW�OF SCL DIAM. 1.LARGER DIAMETER ARE A MINIMUM OF y SC SEDIMENT CONTROL DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO (TYP a S� LOGS MAY NEED TO • 8 LB/FT DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST i/J BE EMBEDDED DEEPER. I \ 2.PLACE LOG AGAINST STAKING. COMPOST LOGS THAT ARE B LB/FT DO NOT NEED TO BE TRENCHED. 2.PLACE LOG AGAINST `,'‹a SIDEWALK OR BACK OF y .,�. SIDEWALK OR BACK OF - CURB WHEN ADJACENT 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR CURB WHEN ADJACENT TO THESE FEATURES. FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY TO THESE FEATURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) COMPACTED INTO ROLLER OR BLOWN THE SHAPE INPLACE.OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN TRENCHED SEDIMENT CONTROL LOG CENTER STAKE IN CONTROL LOG 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS 3,. 9" _L CENTER STAKE IN CONTROL LOG DIAMETER (MIN)COMPOST DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF COMPACTED EXCAVATED 3" 9" DIAMETER(MN) ULOwN'i'LACED FILTER SEDIMENT CONTROL LOG THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST TRENCH SOIL SEDIMENT CONTROL LOG MEDIA OR SOIL LOGS SHOULD BE STAKED 10' ON CENTER. FLOW—� ADIAM. SCL (TYP.) �_ SEDIMENT CONTROL LOG MAINTENANCE NOTES T �� ,-„ s �Y�y y 1. INSPECT BMPs EACH WORKDAY. AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. '` } ��;;;<: MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. SECTION 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN SECTION O COMPOST SEDIMENT CONTROL LOG DOCUM NE OP THOROUGHLY. CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE TRENCHED SEDIMENT CONTROL LOG 12"OVERLAP�.— 3. WHERE BM Ps HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON (MIN.) DISCOVERY OF THE FAILURE. 12"OVERLAP�� . 15"x 44"x 18" (MIN) Stamp C 1 WOODEN STAKE 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS (MIN.) 1X2" x tY"x t8"(MIN) ] ] NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED 7 7 WOODEN STAKE / SEDIMENTS IS APPROXIMATELY iS OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. ( / 17 JJJJ 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST ;" DIAMETER(MIN)JJ� \. FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE 0 E:I:•ENT CONTROL LOG AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH 9" DIAMETER (MIN) TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY SEDIMENT CONTROL LOG LOG JOINTS THE LOCAL JURISDICTION. LOG JOINTS (DETAILS ADAPTED FROM TOWN OF PARKER,COLORADO,JEFFERSON COUNTY,COLORADO,DOUGUS COUNTY.COLORADO, AND CITY OF AURORA,COLORADO,NDT AVAILABLE IN AUTOCAD) SCL-2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCC STANDARD DETAILS_ SCL-1. TRENCHED SEDIMENT CONTROL LOG CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. ©Yarnell Consulting&Civil Design,LLC(YCCD) The information and design intent contained wdhin this document is the property of YCCD.No part of this information may be used without the prior written permission of VCCD.YCCD shall retain all common law statutory and other reserved rights,including copyright thereto. Project November 2015 Urban Drainage and Flood Control District SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 SCL-6 Urban Drainage and Flood Control District November 2015 RCCA GARAGES Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Address 1040 AND 1050 MATCHLESS DR ASPEN,CO 81611 YARNELL CONSULTING & CIVIL DESIGN, LLC Project number Size check O 19.010 ,• Sheet size Scale 24"%36' See Sheet Sheet title STORMWATER MGMT. DETAILS Sheet number C8. 1 O PLEASE RECYCLE 0 simommm,,[Numbs m m,..ca,m ru.s.m.o.wae,ucup,va,,19.010n0408,06.wmrv"„w..,a,p,.....,cro,m..e.• Recent revision history # Date Description 1 2019.09.20 CIVIL SCHEMATIC DESIGN 2 2019.11.21 CIVIL DESIGN DEVELOPMENT 3 2020.01.03 PERMIT SUBMITTAL Notes&Legend Contactor must verify all dimensions on site before commencing work or preparing shop drawings.Do not scale drawings. Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) INLET GRATE I PGFNFRAI INI FT PROTECTION INSTAL I ATION NOTES 1. SEE PLAN VIEW FOR: •■ = i T —LOCATION OF INLET PROTECTION. SEE ROCK SOCK DETAIL —TYPE OF INLET PROTECTION IP.t. IP.2, IP.3, IP.4, IP.5, IP.6) FOR JOINTING 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING •a. IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, ROCK SOCK INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. • 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY.AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE(AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS,TYPICALLY WHEN STORAGE VOLUME REACHES SOW OF CAPACITY.A DEPTH OF 6"WHEN SILT FENCE IS USED. OR Ya OF THE HEIGHT FOR INLET GRATE STRAW BALES. r SET I —, 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF �� INLET PROTECTION IN STREETS. • ��' • SILT FENCE(SEE SILTFENCE DESIGN DETAIL) 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED. THE DISTURBED AREA SHALL BE —� COVERED WITH TOP SOIL, SEEDED AND MULCHED. OR OTHERWISE STABIUZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. • (DETAIL ADAPTED FRON TOWN OF PARKER,COLORA00 AND CITY OF AURORA,COLORA00,NOT AvalAALE IN UUTOCAO) IP-4. SILT FENCE FOR SUMP INLET PROTECTION NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN Stamp DIFFERENCES ARE NOTED. NOTE;THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL SILT FENCE INLET PROTECTION INSTALLATION NOTES METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN AT A MAXIMUM SPACING OF 3 FEET. IN THE MANUFACTURERS DETAILS. 3. STRAW WATTLES/SEDIMENT CONTROL.LOGS MAY BE USED IN PLACE OF SILT FENCE FOR NOTE, SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. ©Yarnell Consulting&Civil Design,LLC(YCCD) The information and design intent contained wdhin this document is the property of YCCD.No part of this information may be used without the prior written permission of YCCD.YCCD shall retain all common law statutory and other reserved rights,including copyright thereto. Project August 2013 Urban Drainage and Flood Control District IP-5 IP-8 Urban Drainage and Flood Control District August 2013 RCCA GARAGES Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Address 1040 AND 1050 MATCHLESS DR ASPEN,CO 81611 YARNELL CONSULTING & CIVIL DESIGN, LLC Project number Size check O 19.010 1• Sheet size Scale 24"X36• See Sheet Sheet tale STORMWATER MGMT. DETAILS Sheet number C8.2 O PLEASE RECYCLE 0 eaommm.,o.ucec,m,a.ca,.Rep.:o.waemwp.nrxn,n.a,anowa,seaa.rs,.ox..,am.,wl...,cro.ull..ee Recent revision history I # Date Description NOTES: 1 2019.09.20 CIVIL SCHEMATIC DESIGN 2 2019.11.21 CIVIL DESIGN DEVELOPMENT SMUGGLER RACQUET CLUB FOR ADDITIONAL INFORMATION AND SUPPORTING CALCULATIONS, REFER TO THE 3 2020.01.03 PERMIT SUBMITTAL I ACCOMPANYING DRAINAGE STUDY DATED JANUARY 03, 2020 AND PREPARED BY YARNELL I CONSULTING & CIVIL DESIGN, LLC. ___ --NCTRTNEASTMY PROPERTY LJMLT 1 1\\ \\ / \ - - --- 7959 SETBACK -- - -- - -- / - - 96 TB BIDE i� / /�1 BOULDER RETAINING WALL / ---- --___ S' � / \\\ 7 I 1 ♦/ (�1Gs.;ib97/ �� 1 \ T �-re l t, TR,SH i Al. 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I I \, \ \ ,WOOD DECK UNIT 2 I WOOD DECK® I k I I I \ \I ub, ,\ J 5.00' RE•' • NI, b j cn__ N'' \ � � i i i - 1 � .:0' REAR O �, \\ I \ \ \ I�-`` _ WOOD DECK S :ACK UNIT 3 I I 1 O I / (i L \I \ \ / `6 110 r I \ • � I(el OUTER LIMITS OF CREEK AT TIME OF SURVEY i /'� W I 1.61._+�>; I — WOOD DECK I I / LEGEND J I a r I 1 _ SOUTHEASTERLY PROPERTY LIMIT J ce a V •c j; ,l I I 9f .� h. m v \ 1 %a l 'I r �" =- _ - 1j't UNIT 4 I % Q a- \ \ 7 V n, r A I BASIN BOUNDARY vIIv I v 1 1 ® v ' �i� I I 1 1 I \ \ / \ • \ ,yam: -��t:� ' WOOD DECK I '� I SUB-BASIN BOUNDARY• . . . . . . stamp II I II 11 II \ /t �) / 1 \- �\ I1r�l MEM ' ��®y 'I DIRECTION OF FLOWII \ / / \ I I-- �� I� I/ LOT 3 I \� DESIGN POINTA -7948---\\ \ \ i / I v\- I \ \ 5.00%FRONT_„) /\ \ 1I o, \`�_I1BASINB C10 EDGE OF \ TBACK l \ � TT LOT\LlMIT I fir' I\ /I 1 GRAVEL I \ \ I \\ I I / Nikr j N ,11 7952 1 1 __ AI •/ AREA IN C100 I // •1 i�� _-7953------ / I II / '►I--- • // 79II56 v®1 IIACRES —, -- \ I __— jl, rfrrisr,I I ©Yarnell Consulting&Civil Design,LLC(VCCD) I \ I I II '15p / / ,,•/��'S1, � I The information and design intent contained wxhin this v I ND'- WE E�Lis P'/ EPTYZIT g / document is the property of VCCD No part of this , v // S � / -7955--_� -� ,— -- 1 1 — ��LOT2 / �� I I permissinformatiion of f Ybeusedwthouttheprallior comp / / / — \ '79$4-——�-—/I/ / / 1— - 58 I I I w sfaWtoryfand other reserved ln9htsn including on b m h '/ / ---7956-- _---' _ 7955 / 79 1 copyright thereto. \ N ^ ce ,, pl 1r� - - ---- -7955-t- __7956-- / I \ I I Project 1 0°hh ---— ——7ss7—— 7sss L€erouo s TREE YP / \ u• I 1 1 I 1 h`0 "— —— i __-7957 < J i9� I 1 I 1 RCCA GARAGES I 1 �,i -- 7ss7 1 I \ \ \ \ \ 1° h1 ---7958--- ---- 7958__ / I \ \ \ \ \ \ Kl ,\°' h ---- ---_--7958�-- /� 15.u1� REbR 1 \ \ 'I -� \ \ \ \ \ \ �— I -- 959�----- SI'13ACIC •I I I Address \ \ �\ I I /^ , 0 I I 1 1040 AND 1050 MATCHLESS DR N \\ I \ 7sso \ ^ 0h b^ h-v I\ ASPEN,CO 81611 �7947- - N\ ��_ CONIFEROUS T/?EE(TYP) // 9h� /) \1 \ \✓/ /^ - i- ^ n I cn ,'p U 1 f —r — — f > _ Y YARNELL \ \ \ \ \-7 I I \ / / --- I 10 5110 10 20 \ \ \ I I. `\\\ I \ \ '' 7951 \ \ �\ wl _la.00 "unurEASEMENT _—� SCALE: 1"=10' CONSULTING & CIVIL i r i Q N Q 1�7958. s� i DESIGN, LLC a \ I \ \ \ Y \ \ ,o��- / i'ob �sS o m / _7957 6// I /I \ \ S w s - �w / / �1g5 55 4 ' / \�'^ / /' it / 1 95 / / / 1 I I Project number Size check O \ �7g56_- �BUTh'W€SIFR/ PROPER 'LlMI� 5. - --i[__--- - / / / l / / 1 C O T ©� /� `811 / \\79955, _—_ �� _/ �\` i / Y I j� l: ` 19.010 1N• \ \'9S3?—L_ --- — �/� /// t�9547 — ♦ \�\ -==-�==-� ///\� // / i I KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. A` ,® Sheet size Scale - ( i '19'9S? '--- \ - �- ---79 / ..� 24"X36' See Sheet \ >9g 0,�� -\\� —'--- i ice- 5\-', �\ 1 CALL 811 2-BUSINESS DAYS IN ADVANCE sheet title N \— -7952-\\ I BEFORE YOU DIG, GRADE OR EXCAVATE FOR DRAINAGE PLAN �� MARKING OF UNDERGROUND MEMBER UTILITIES N ---,- / -795/- (PROPOSED) i \ __ ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. GIBSON & MATCHLESS THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM �]9\]---`\ - - 950, \ SUBDIVISION THE BEST AVAILABLE INFORMATION. T S, HOWEVER, THE sheet number CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,R� D 1 N MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES i / N- I PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 0 PLEASE RECYCLE 6 eao.umm..D....e.m,m,,.au.m ai.pun.ow�em enr..n,na,anwaa,amwmm.,,s ea,p.wi...,o,oath,w.Psne...m.e