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Home My WebLink AboutPlansARRRFV1AT1nNS CONTACT INFORMATION ABOVE FINISH FLOOR INFO. INFORMATION ARCHITECT: ADJUSTABLE INSUL. INSULATION Land+Shelter, Inc. ALTERNATE JST. JOIST 215 North 12th Street Unit C, PO Box 550, ANCHOR BOLTS L.L. LIVE LOAD Carbondale, CO AND LONGINT. LONGITUDINAL p:970-963-0201 ARCHITECTURAL N.I.C. NOT IN CONTRACT f:970-963-0289 AT O.C. ON CENTER Contact: Andrea Korber BEAM OPP. OPPOSITE Email: andi@landandsheiter.com BEAM POCKET 01 OVER Cell Phone: 970-366-1582 BEARING PTD. PAINTED BLOCKING PERF. PERFORATED CIVIL ENGINEER: BOTTOM PL. PLATE JVA, Inc. BOTTOM OF FOOTING PLY. PLYWOOD 817 Colorado Ave, Suite 301 BUILDING PROP. LINE PROPERTY LINE Glenwood Springs, CO 81601 BY OWNER CABINET REINF. REINFORCEMENT p:303-444-1951 CEILING RDWD' REDWOOD Contact: J.R. Spung REQ'D. REQUIRED CENTER LINE RESIL. RESILIENT Email: jspung@jvajva.com CERAMIC TILE REV. REVISED CLEAR S.M. SHEET METAL CONTRACTOR: COLUMN SIM. SIMILAR TBD CONCRETE S.F. OR SQ. FT. SQUARE FEET TBD CONNECTION STD. STANDARD TBD CONTINUOUS STL. STEEL TBD DETAIL DOUBLE _ STUDS Contact: TBD THKS THICK DOWEL TILT. TOILET SURVEY ENGINEER: EACH WAY T.F. TOP OF FOOTING ELEVATION T.P. TOP OF PLATE SGM EXISTING T.L. TOP OF LEDGE 118 W Sixth St, SUite 200 EXTERIOR T.W. TOP OF WALL GLenwood Springs, CO 81601 FINISHED FLOOR TOT. TOTAL Contact: Josh Wilson FLOOR DRAIN T.B. TOWEL BAR Email: joshw @9m-inc.com s FLOOR TRANSV. TRANSVERSE Cell Phone: 970-309-7872 FOOTING TYP, TYPICAL FOUNDATION U.N.O. UNLESS NOTED OTHERWISE GAUGE GEOTECHNlCAL ENGINEER: V.I.F. VERIFY IN FIELD GLU-LAM VERT. VERTICAL TBD GYPSUM WALL BOARD V.W.C. VINYL WALL COVERING TBD GAS STUB W.C. WATER CLOSET TBD HOSE BIB W.H. WATER HEATER TBD HEIGHT HOOK W.P. WATERPROOF Contact: TBD HORIZONTAL W.R. WATER RESISTANT HYDRANT WIN WINDOW STRUCTURAL ENGINEER: W/ WITH Albright & Associates WD. WOOD 402 Park Ave., Unit A Basalt CO 81621 Contact: Jack Albright PROJECT DESCRIPTION Email: jack@albright-associates.com Cell Phone: 970-379-3244 CONSTRUCTION OF A SINGLE FAMILY RESIDENCE, WITH DRIVEWAY, UTILITY CONNECTIONS, ONSITE WASTEWATER TREATMENT SYSTEM, AND PATIOS. ENERGY/MECHANICAL CONSULTANT: TBD TBD TBD TBD Contact: TBD DRAWING INDEX COVER SHEET LEGEND, NOTES, & ABBREVIATIONS EROSION CONTROL PLAN EROSION CONTROL DETAILS EROSION CONTROL DETAILS OVERAL SITE, GRADING, & DRAINAGE PLAN DETAILED GRADING PLAN DRIVEWAY PLAN & PROFILE DRIVEWAY PLAN & PROFILE DRAINAGE DETAILS UTILITY PLAN HORIZONTAL CONTROL PLAN SITE DETAILS Land+Shelt( ARCHITECTURE AND PLANN 215 North 12th Street Unit C, PO Box Carbondale, CO it 970.963.0201 info @Iandandshelter NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coupe among the owner, his or her contractor, and the arc Design and construction are complex. Although the architect and hisMer consultants have performed tt services with due care and diligence, they cannot guarantee perfection. Communication is imperfect . ever}+ contingency cannot be anticipated. Any amb or discrepancy discovered by the use of these plan be reported immediately to the architect. Failure to the. architect compounds misunderstanding and Inc construction costs. A failure to cooperate by a simf notice to the architect shall relieve the architect froi responsibility for all consequences. Changes made the plans without consent of the architect are unauthorized and shall relieve the designer from al consequences arising out of such changes. GO TO GLOBAL PARAMETE May 5th, 2021 Revisio ns 5 Uj U LLJ z � � 0 0 LU LU �a z z O� LU N M T� -Epp RmC�S;T�jii y'Q 41789 ii�irrrrltll�f'�o2 i Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO COVER SHEET Sheet Number: Como a ABBREVIATIONS AASHTO AMERICAN ASSOC. OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABAN ABANDON AC ASPHALTIC CONCRETE PAVING ADDL ADDITIONAL ADDM ADDENDUM ADJ ADJUSTABLE AL ALUMINUM ALT ALTERNATE AMT AMOUNT APPROX APPROXIMATE ARCH ARCHITECT(URAL) ARV AIR RELIEF VALVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPH ASPHALT ASSY ASSEMBLY ASYM ASYMMETRICAL AUTO AUTOMATIC AVG AVERAGE AWWA AMERICAN WATER WORKS ASSOC. BC BACK OF CURB BFV BUTTERFLY VALVE BG FINISHED GRADE ADJACENT TO BOTTOM OF WALL BLDG BUILDING BLK BLOCK BM BENCH MARK BMP BEST MANAGEMENT PRACTICE BS BACKSIGHT BOS BOTTOM OF STEP BOT BOTTOM BSMT BASEMENT BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BOTTOM OF WALL CB CATCH BASIN CCW COUNTER CLOCKWISE CDOT COLORADO DEPARTMENT OF TRANSPORTATION CIP CAST IRON PIPE CJ CONSTRUCTION JOINT CL CENTER LINE OR CHAIN LINK CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT CDNC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS(ATION) COR CORNER CR CONCENTRIC REDUCER CTR CENTER CY CUBIC YARDS DEMO DEMOLITION DIA DIAMETER DIAG DIAGONAL DIP DUCTILE IRON PIPE DOM DOMESTIC DN DOWN DR DRAIN DWG DRAWING DWL DOWEL E EAST EA EACH ECC ECCENTRIC EJ EXPANSION JT EL ELEVATION ELB ELBOW ELEC ELECTRICAL ENGR ENGINEER EDP EDGE OF PAVEMENT EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ESMT EASEMENT EST ESTMATE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EW EACH WAY EXP JT EXPANSION JOINT EXIST EXISTING FND FOUNDATION FES FLARED END SECTION FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FIN FENCE FOC FACE OF CONCRETE FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET FTG FOOTING OR FITTING G GAS GA GAUGE GAL GALLON GALV GALVANIZED GCO GRADE CLEANOUT GIP GALVANIZED IRON PIPE GND GROUND GPD GALLONS PER DAY GPM GALLONS PER MINUTE GR GRATE GRTG GRATING GSP GALVANIZED STEEL PIPE GV GATE VALVE H HIGH HB HOSE BIB HE HORIZONTAL ELLIPTICAL HDWL HEADWALL HNDRL HAND RAIL HORIZ HORIZONTAL HP HIGH POINT HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING HWY HIGHWAY HWL HIGH WATER LINE HYD HYDRANT INCL INCLUDED ID INSIDE DIAMETER IN INLET INSUL INSULATION INV INVERT IRR IRRIGATION JTS JOINTS KO KNOCKOUT KPL KICK PLATE KWY KEYWAY L LEFT OR LITER LSCAPE LANDSCAPE(ING) LF LINEAR FOOT LP LOW POINT LT LIGHT LWL LOW WATER LEVEL MAINT MAINTENANCE MAN MANUAL MATL MATERIAL MAX MAXIMUM ME MATCH EXISTING MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NPT NATIONAL PIPE THREAD NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE OPT OPTIONAL PC POINT OF CURVATURE PCO PRESSURE CLEAN OUT PCR POINT OF CURVE RETURN PI POINT OF INTERSECTION PVI POINT OF VERTICAL INTERSECTION PL PROPERTY LINE PE POLYETHYLENE PREFAB PREFABRICATED PRELIM PRELIMINARY PREP PREPARATION PROP PROPOSED PRV PRESSURE REDUCING VALVE OR PRESSURE RELIEF VALVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PV PLUG VALVE PVC POLYVINYL CHLORIDE OR POINT OF VERTICAL CURVATURE PVMT PAVEMENT QTY QUANTITY R RIGHT RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE RECT RECTANGULAR REINF REINFORCE (D) (ING) (MENT) REQD REQUIRED ROW RIGHT OF WAY SAN SANITARY SD STORM DRAIN SECT SECTION SPD STANDARD PROCTOR DENSITY SPEC SPECIFICATION SQ SQUARE SQ IN SQUARE INCH SQ FT SQUARE FOOT SQ YD SQUARE YARD SS SANITARY SEWER SST STAINLESS STEEL STA STATION STD STANDARD STL STEEL STRUCT STRUCTURAL SVC SERVICE SWMP STORMWATER MANAGEMENT PLAN SYM SYMMETRICAL TB THRUST BLOCK TBC TOP BACK OF CURB TBM TEMPORARY BENCH MARK TEMP TEMPORARY TG FINISHED GRADE ADJACENT TO TOP OF WALL THK THICK TDB TOP OF BANK TOC TOP OF CONCRETE OR TOP OF CURB TOS TOP OF STEP TOT TOTAL TW TOP OF WALL OR CAP OF WALL TYP TYPICAL UBC UNIFORM BUILDING CODE UGE UNDERGROUND ELECTRIC UTIL UTILITY VERT VERTICAL VC POINT OF VERTICAL CURVATURE VCP VITRIFIED CLAY PIPE W WIDE OR WIDTH W/ WITH W/O WITHOUT WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION WW WASTEWATER DESIGN LEGEND BENCHMARK O MANHOLE ® AREA DRAIN g COMBINATION INLET 0 o TYPE R INLET 0 TYPE 13 FIELD INLET FLARED END SECTION W/ RIPRAP ►3 TEE W/ THRUST BLOCK �I BEND W/ THRUST BLOCK ►{ END CAP W/ THRUST BLOCK ® GATE VALVE ❑ REDUCER/INCREASER Q WATER METER 4( FIRE HYDRANT STORM - 12" AND SMALLER SD STORM - LARGER THAN 12" RD ROOF DRAIN TRENCH DRAIN TD UNDERDRA#N UD SANITARY SEWER SS FORCE MAIN FM W WATER --NPW------- NON POTABLE WATER Pw POTABLE WATER IRRIGATION IRR IRRIGATION - LARGER THAN 12" CABLE TV CATV DRAIN ELECTRIC �-E UNDERGROUND ELECTRIC UE OVERHEAD ELECTRIC OE TELEPHONE T FIBER OPTIC FO FUEL FUEL GAS Pvc PVC PIPE (MISC) DETAIL TITLE ETA L T TEE 1 DETAIL NUMBER IDENTIFICATION SCALE - SHEET WHERE THE SECTION OR ELEVATION IS CUT OR CALLED OUT - INDICATES SAME DRAWING 1 DETAIL NUMBER IDENTIFICATION C1,0 SHEET WHERE THE DETAIL IS DRAWN - INDICATES SAME DRAWING SURVEY LEGEND WATER LINE WATER VALVE WATER METER FIRE HYDRANT SANITARY SEWER LINE SANITARY SEWER MANHOLE STORM DRAINAGE LINE STORM DRAINAGE MANHOLE CURB INLET UNDERGROUND ELECTRICAL LINE OVERHEAD ELECTRICAL LINE ELECTRICAL POLE GUY WIRE ELECTRICAL TRANSFORMER ELECTRICAL RISER ELECTRIC VAULT LIGHT POLE DECORATIVE LIGHT FIBEROPTIC LINE TELEPHONE LINE TELEPHONE RISER GAS LINE INDICATION OF ACCESS BUILDING x FENCE �- �....�----- FLOW LINE OF DITCH OR WASH 5.0% SLOPE ARROW +03.54 PROPOSED SPOT ELEVATION EXIST SPOT ELEVATION EXIST INDEX CONTOUR EXIST INTERMEDIATE CONTOUR GENERAL NOTES 1 • ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE GARFIELD COUNTY, COLORADO DEPARTMENT OF TRANSPORTATION, CARBONDALE & RURAL FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE AND LOCAL STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF APPROVED PLANS, STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN EMERGENCY ACCESS ROUTES TO THE SITE AND STRUCTURE AT ALL TIMES PER THE APPLICABLE CARBONDAL & RURAL FIRE PROTECTION DISTRICT REQUIREMENTS, THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS, NOTIFY ENGINEER OF ANY CONFLICTING STANDARDS OR SPECIFICATIONS, IN THE EVENT OF ANY CONFLICTING STANDARD OR SPECIFICATION, THE MORE STRINGENT OR HIGHER QUALITY STANDARD, DETAIL OR SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT (CDPHE) STORMWATER DISCHARGE PERMIT ASSOCIATED WITH CONSTRUCTION ACTIVITY. 3• THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE REQUIRED PARTY (OWNER, OWNER'S REPRESENTATIVE, MUNICIPAL/DISTRICT INSPECTOR, GEOTECHNICAL ENGINEER, ENGINEER AND/OR UTILITY OWNER) AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILLING, AND AS REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS AND SPECIFICATIONS. PROPOSED INDEX CONTOUR 4. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON INFORMATION BY OTHERS, NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR PROPOSED INTERMEDIATE CONTOUR SHALL DETERMINE THE EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING WORK, THE ENGINEER AND/OR OWNER ASSUMES R P NSIBILITY FOR THE ACCURA R C MPLETENESS SHOWN ON PLANS THE CONTRACTOR Cu L BE U ELY RESPONSIBLE FOR ANY AND ALL CURB AND GUTTER SPILL/CATCH CURB TRANSITION -�- SIGN W/ POST CURB RAMP SIDEWALK CHASE SIDEWALK CONCRETE PAVING HEAVY DUTY CONCRETE PAVING HEAVY DUTY ASPHALT PAVING LIGHT DUTY ASPHALT PAVING GRAVEL PROPOSED BUILDING L BUILDING ACCESS RETAINING WALL BOULDER/ROCK WALL - - - - - - - - - - - - LIMITS OF SAWCUT LIMITS OF WORK — — — -- — — EASEMENT LINE PROPERTY LINE - - ADJACENT PROPERTY LINE/ROW MATCHLINE SECTION CALLOUT ND ES O CY 0 0 AL F LLY AND SOL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM MUNICIPALITY/UTILITY OWNER AND ENGINEER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES, CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON —MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER), THE below. CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE Know what's CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.JNCC.ORG)• SEE SURVEY UTILITY LOCATION INFORMATION BELOW. Cal I before you dig. 5• THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORN. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR OWNER AND/OR CITY APPROVAL AND PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FENCING, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO COMPLY WITH THE PROVISIONS OF THE TRAFFIC CONTROL PLAN AND THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PART VI, FOR CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL. ALL TEMPORARY AND PERMANENT TRAFFIC SIGNS SHALL COMPLY TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WITH REGARD TO SIGN SHAPE, COLOR, SIZE, LETTERING, ETC. UNLESS OTHERWISE SPECIFIED. IF APPLICABLE, PART NUMBERS ON SIGNAGE DETAILS REFER TO MUTCD SIGN NUMBERS. 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS, GROUNDWATER TO BE PUMPED SHALL BE TESTED, PERMITTED, AND PUMPED PER THE STATE OF COLORADO AND LOCAL GROUNDWATER DISCHARGING PERMIT REQUIREMENTS, 7. RIM AND GRATE ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL ADJUST RIMS AND OTHER IMPROVEMENTS TO MATCH FINAL PAVEMENT AND FINISHED GRADE ELEVATIONS. 8. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWDRK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS SHOWN HEREON ARE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA, EXISTING CONDITIONS, AND DATA PROVIDED BY OTHERS, AT CRITICAL AREAS AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPE NOT IN CONFORMANCE WITH MUNICIPAL STANDARDS. ALL FLATWDRK MUST PREVENT PONDING AND PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS, ETC., TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES, 9. FINAL LIMITS OF REQUIRED ASPHALT SAWCUTTING AND PATCHING MAY VARY FROM LIMITS SHOWN ON PLANS. CONTRACTOR TO PROVIDE SAWCUT AND PATCH WORK TO ACHIEVE POSITIVE DRAINAGE AND A SMOOTH TRANSITION TO EXISTING ASPHALT WITHIN SLOPES ACCEPTABLE TO THE ENGINEER AND WITHIN MUNICIPAL STANDARDS, CONTRACTOR SHALL PROVIDE ADDITIONAL SAWCUTTING AND PATCHING AT UTILITY WORK, CONNECTION POINTS TO EXISTING PAVEMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS. 10. ANY EXISTING MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. TO BE PROTECTED AND TO REMAIN IN SERVICE. IF FEATURES EXIST, EXTEND OR LOWER TO FINAL SURFACE WITH LIKE KIND CAP WITH STANDARD CAST ACCESS LID WITH SAME MARKINGS. IN LANDSCAPED AREAS PROVIDE A CONCRETE COLLAR (18%18"x6" THICK) AT ALL EXISTING AND PROPOSED MONITORENG WELLS, CLEANOUTS, VALVE BOXES, ETC. 11, OWNER TO APPROVE ALL PRIVATE CONCRETE FINISHING, JOINT PATTERNS AND COLORING REQUIREMENTS PRIOR TO CONSTRUCTION. SUBMIT JOINT LAYOUT PLAN TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. 12. PIPE LENGTHS AND HORIZONTAL CONTROL POINTS SHOWN ARE FROM CENTER OF STRUCTURES, END OF FLARED END SECTIONS, ETC. SEE STRUCTURE DETAILS FOR EXACT HORIZONTAL CONTROL LOCATION. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ACTUAL PIPE LENGTHS TO ACCOUNT FOR STRUCTURES AND LENGTH OF FLARED END SECTIONS. SECTION NUMBER IDENTIFICATION 13. ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL A DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO - SHEET WHERE THE SECTION iS ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS OTHERWISE DIRECTED BY THE MUNICIPALITY OR OWNER'S REPRESENTATIVE. - INDICATES SAME DRAWING 14. THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION, THE STATE OF COLORADO, MILE HIGH FLOOD DISTRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3", THE M-STANDARD PLANS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, AND THE DETAIL MARKER APPROVED EROSION CONTROL PLAN. JURISDICTIONAL AUTHORITY MAY REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AT THE CONTRACTOR'S EXPENSE DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS DO NOT FUNCTION AS INTENDED. THE CONTRACTOR IS RESPONSIBLE FOR PROHIBITING SILT AND DEBRIS LADEN RUNOFF FROM LEAVING THE SITE, AND FOR KEEPING ALL PUBLIC AREAS FREE OF MUD AND DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR RE—ESTABLISHING FINAL REVISION CLOUD GRADES AND FOR REMOVING ACCUMULATED SEDIMENTATION FROM ALL AREAS INCLUDING SWALES AND DETENTION/WATER QUALITY AREAS. CONTRACTOR SHALL REMOVE TEMPORARY REVISION NUMBER EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETATION IS ESTABLISHED AND ACCEPTED BY OWNER AND MUNICIPALITY. 15. ADA COMPLIANCE: THE CROSS —SLOPE OF ALL WALKS MUST BE LESS THAN 1:48 (2.0%) PERPENDICULAR TO DIRECTION OF TRAVEL, RUNNING SLOPE OF ACCESSIBLE WALKS MUST BE NOT STEEPER THAN 1t20 (50oi) IN DIRECTION OF TRAVEL MAXIMUM GRADE OF ACCESSIBLE CURB RAMPS AND RAMPS tS 1l12 (831) CURB RAMPS SHALL PROVIDE A BENCHMARK AS DESCRIBED FOUND MONUMENT FOUND MONUMENT TEST CP UTILITY LOCATED FROM MAP AS MEASURED AT TIME OF SURVEY CALCULATED FROM RECORD AND AS MEASURED INFORMATION PLAT RECORDED CONCRETE EDGE OF ASPHALT GRAVEL FENCE GUARDRAIL BOLLARD SIGN CONIFEROUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) DECIDUOUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) BOULDER LANDING AT THE TOP AND RAMP RUNS PROVIDE LANDINGS AT THE BOTTOM AND TOP OF EACH RAMP RUN AT A SLOPE NOT TO EXCEED 1:48. RAMPS RUNS EXCEEDING SIX INCHES SHALL INCLUDE HANDRAILS. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT TYPICAL REQUIRED GRADES FROM BEING ACHIEVED. ALL RAMPS, STAIRS, EDGE PROTECTION, AND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL CONFORM TO THE CDOT M—STANDARDS (SEE DETAIL M-608-1, ETC). ACCESSIBLE FEATURE WITHIN THE PUBLIC RIGHTS —OF —WAY SHALL BE CONSTRUCTED TO CONFORM TO THE LOCAL AUTHORITY HAVING JURISDICTION REQUIREMENTS. 16. PROTECT ALL TREES AND VEGETATION. PLACE CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS NEAR THE WORK ZONE, DEEP WATER TREES WEEKLY. HAND EXCAVATION REQUIRED AT ROOT ZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN DRIPUNE OF TREES, 17. LOCATIONS OF CLEANOUTS, LIGHTS, SIGNAGE, JUNCTION BOXES, AND OTHER SIGNIFICANT SITE FEATURES TO BE STAKED FOR ENGINEER AND OR OWNER APPROVAL PRIOR TO WORK, CLEANOUTS, JUNCTION BOXES, AND ADJACENT GRADES TO BE RAISED ONE—HALF INCH AT ASPHALT/CONCRETE (OR 1" AT LANDSCAPING) TO PROVIDE POSITIVE DRAINAGE AWAY FROM FEATURES. IS. SURVEY INFORMATION: 18.1. BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY SGM. SEE EXISTING CONDITIONS MAP. DATED 1/18/2021. PROJECT BENCHMARK ELEVATION: 6885.46' AT THE TOP OF A J" REBAR AND YELLOW PLASTIC CAP L.S. NO. 15710, THE DATUM IS NAVD 88 PER SURVEY. COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN SURVEY AND REPORT ANY IRREGULARITIES OR DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 18.2. BASIS OF BEARINGS: BEARINGS ARE BASED ON A BEARING OF S09'41'56"W ALONG THE EASTERLY PROPERTY LINE, BETWEEN THE NORTHEASTERN CORNER A 5/8" REBAR AND A BLUE PLASTIC CAP L,S. NO. 38471 AND THE SOUTHEASTERN CORNER A 5/8" REBAR AND A 1-1/4" BLUE PLASTIC CAP L.S. NO. 38417. 18.3. HORIZONTAL CONTROL INFORMATION: HORIZONTAL CONTROL COORDINATES ARE BASED ON THE REFERENCFD SURVEY AND ARE PROVIDED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS: CP-1 N10498.15 E6298.88 ELEV 6885.64' FOUND 5/8" REBAR AND 1-1/4" YELLOW PLASTIC CAP L.S. NO. 15710 SITE BENCHMARK CP-2 N10458.33 E6277.34 ELEV 6883.04' FOUND 5/8" REBAR CP-3 N10410.81 E6262.81 ELEV 6879.09' FOUND 5/B" REBAR ADN 1-1/4" TELLOW PLASITC CAP L.S. NO. 15710 CP-3 N10349.55 E6260,25 ELEV 6B70.38' FOUND 5/8" REBAR AND 1-1/4" GREEN PLASTIC CAP L.S. NO. 38417 18.4 SURVEY UTILITY LOCATION INFORMATION PER THE SURVEYOR: SUBSURFACE UTILITIES ARE SHOWN IN APPROXIMATE HORIZONTAL AND VERTICAL LOCATIONS CONSISTENT WITH ASCE 38-02 QUALITY LEVEL "B" (INFORMATION OBTAINED BY THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF VIRTUALLY ALL UTILITIES WITHIN THE PROJECT LIMITS. THE INFORMATION OBTAINED IN THIS MANNER IS SURVEYED TO PROJECT CONTROL.) AND QUALITY LEVEL "C" (INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D; INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS), AND BASED ON FIELD MEASUREMENTS PROVIDED BY THE OWNER AND THE CONTRACTOR, SUBSURFACE UTILITIES ARE NOT DEPICTED TO THE EXTENT SET FORTH IN ASCE 38-02 QUALITY LEVELS "A" (INFORMATION OBTAINED THROUGH THE NONDESTRUCTIVE EXPOSURE OF UNDERGROUND UTILITIES, AND ALSO PROVIDES THE TYPE, SIZE, CONDITION, MATERIAL AND OTHER CHARACTERISTICS OF UNDERGROUND FEATURES.). TO THE EXTENT DEEMED NECESSARY FOR THE PROTECTION OF PERSONS AND PROPERTY, POTHOLING OR OTHER PRECISE MAPPING MAY BE COMPLETED TO CONFIRM THE EXACT LOCATION OF ANY SUBSURFACE UTILITIES. NOTIFY OWNER AND ENGINEER WITH ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION.VISIT HTTPS: //WWW.FHWA. DOT. GOV/PROGRAMADMIN/SUEI NDEX.CFM FOR MORE INFORMATION. 19• THE CONTRACTOR AT THE CONTRACTORS EXPENSE SHALL FURNISH THE OWNER AND ENGINEER OF RECORD A COMPLETE SET OF CONSTRUCTION RECORD DRAWINGS ("AS—BUILTS") FOR THE CONSTRUCTED IMPROVEMENTS. THE AS —BUILT SET SHALL SHOW SUFFICIENT DIMENSION TIES TO PERMANENT SURFACE FEATURES OR NORTHING/EASTING POINTS FOR ALL BURIED FACILITIES TO ALLOW FOR FUTURE LOCATING. THE AS —BUILT SET SHALL SHOW AS —BUILT CONTOURS AND ELEVATIONS OF ASPHALT AND CONCRETE FLATWDRK, FLOWLINES, GRADE BREAKS, STAIRS, CROSS —SLOPES, HIGH AND LOW POINTS, AND ADDITIONAL ELEVATIONS TO DEMONSTRATE IMPROVEMENTS WERE CONSTRUCTED PER PLANS. THE AS —BUILT SET SHALL SHOW ELEVATIONS OF ALL DETENTION/WATER QUALITY FACILITIES, INCLUDING BUT NOT LIMITED TO BERMS, SPILLWAYS, BASIN BOTTOM, PIPE INVERTS, AND CONTROL STRUCTURE FEATURES (AS SURVEYED AND STAMPED BY A CERTIFIED P•L.S.). THE AS —BUILT SET SHALL ALSO INCLUDE ELEVATIONS OF MANHOLES, PIPES, INLETS, GRATES, AND SIZES OF ALL UTILITIES. THE AS --BUILT SET SHALL SHOW ANY AND ALL VARIATIONS FROM THE APPROVED PLAN. ENGINEER WILL PRODUCE FINAL RECORD DRAWINGS. Land+Shelte ARCHITECTURE AND PLANNIP 215 North 12th Street Unit C, PO Box 5 Carbondale, CO t 970.963.0201 info@Iandandshelter.c NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperat among the owner. his or her contractor, and the archil Design and construction are complex. Although the architect and hislher consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect an( every contingency cannot be anticipated. Any ambigu or discrepancy discovered by the use of these plans be reported immediately to the architect Failure to no the architect compounds misunderstanding and intro, construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made frc the plans without consent of the architect are unauthorized and shad relieve the designer from all consequences arising out of such charges. GO TO GLOBAL PARAMETER May 5th, 2021 Revisio ns F LIJ (0) Lu > Lu � p G N � W Lu �a z z OFm ULJ N m � Job Site: cn w w a a J a m 0 J 0 0 0 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81 LEGEND, NOTES & ABBREVIATIONS Sheet Number: X SECT CROSS SECTION XFMR ELECTRONIC TRANSFORMER YH YARD HYDRANT NOTE: SHADED ITEMS REPRESENT EXIST FEATURES w r _ � r w IP I I r _ � L J _ r � °'`�OF • r W ! SCL w� 00 3--- 14� 01 I w�LIE- 03 04 14 w ,Q5_ SCL EROSION CONTROL LEGEND EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR PROPOSED INDEX CONTOUR PROPOSED INTERMEDIATE CONTOUR LIMITS OF DISTURBANCE INLET PROTECTION VEHICLE TRACKING CONTROL SEDIMENT CONTROL LOG CONCRETE WASHOUT AREA EROSION CONTROL BLANKET Land+Shelterm ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandsheiter.com NOTfCE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A fallure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio ns A Cn � LU LU 0 W UjCj) �� a a W LU Q Z Im ono � � J Uj N U' m � O 0 pO REG "9frrir/ n 4 789 ; C 'n '406doo DIVA L - N/1I11111 Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 EROSION CONTROL PLAE Sheet Number: CE1 so 30 0 30 60 MENEM SCALE IN FEET J f. FLOW -- __T GRATE CULVERT SEE ROCK SOCK DETAIL END SECTION FOR JOINTING 't r RACK SOCK ROCK SOCK IP-3. ROCK SOCK SUMP-ZAREA INLET PROTECTION RO 9 SOCK SSOCKDESI GN S IINLET PROTECTION INSTALLATION NOTES GN DETAIL FOR IrSTALLATION REQUIREMENTS. 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. SF� L_ SF 1 SILT FENCE (SFE SILT FENCE DESIGN DETAIL ) IP-4. SILT FENCE FOR SUMP INLET PROTECTION SILT FENCE INLET PROTECTION INSTALLATION NOTES 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2, POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES AT A MAXIMUM SPACING OF 3 FEET, 3. STRAW WATTLES/SEDIMENT CONTROL LOC$ MAY BE USED IN PLACE OF SILT FENCE: FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. CIf L D (12" MIN) LBACKFILL UPSTREAM ROCK OF WATTLE SOCK CULVERT fNLET PROTECTION SECTION A PLAN - 1 1 KEY IN ROCK " N BEDROCK, PAVEMENT OR SOCK 0 �] Q RIPRAP KEY IN ROCK SOCK 2" ON LARTH SECTION B CIP-1. CULVERT INLET PROTECTION CULVERT INLET PROT"TICU lN5TALL8TLGN -NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CULVERT INLET PROTECTION, 2. SEE ROCK SOCK DE'51GN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING DETAIL. CULVERT; IS!LET,_ PROTECTION MAINTENANCE NQFES 1. INSPECT BMPs EACN WORKDAY, AND MAINTAIN THEM IN EFFCCTIVE OPERATING CONDITION, MAINTENANCE OF 8MPs 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. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs iN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATEO UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS )Z THE HEIGHT OF THE ROCK SOCK. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM AURORA. COLORADO, NOT AVAILABLE iN AUTOCAD) NOTE: MANY JURtSOICTIQNS HAVE I3MP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED, INLET PROTECTION VTC -- 20 FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) SIDEWALK OR OTHER 50 FOOT (MIN.) PAVED SURFACE r l 9" (MIN ) PUBLIC n. UNLESS OTHERWISE SPECIFIED ROADWAY BY LOCAL JURISDICTION, USE COOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS RACK NON -WOVEN GEOTEXTILE FABRIC BETWEEN SOIL AND ROCK INSTALL ROCK FLUSH WITH OR BELOW 1 UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE CDOT 'SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK I- 91, (MIN.) M N W NON-WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE -/ SECTION A I 1. SEE PLAN VIEW FOR: -LOCATION OF INLET PROTECTION, -TYPE OF INLET PROTECTION (IP,1, IP,2. IP.3, 1P.4, IP.S. IP.6) 2 INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS), IF A RAINFALL/RUNOFF EVENT IS FORECAST, 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 FIMP5 AS SIDON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE FRO510N, AND PERFORM NECESSARY MANTFNANCE, 2, FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMP% IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE_ 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN $MP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME HACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEII,,HT FOR STRAW BALES. 5, INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLf-T PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DEtAIL AWTEO FROM TOWN OF PARKER, COLORADO AND CITY Or AURORA. COLORADO, KOT AVAILABLE IN AUT£ICAD) a=, 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. NOTE_ THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVCNTIONAL METHODS OF INLET PROTECTION IN THE DC LAVER METROPOLITAN AREA, THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST 19E INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN NE MANUFACTURER'S DETAILS. U€= SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. VTD(TRI VTC / C DISTURBED AREA. CONSTRUCTIONSIT€, STAB#LIZED STORAGE AGE AREA LID C SRUCTION ENTRANCE/EXIT STABILIZED �TINSTALLATION NOTE5 _ OR STAGING AREA 1, SEE PLAN VIEW FOR EXISTING 1 "` MIN � -LOCATION OF CONSTRUCTION ENTRANCEjS)/EXIT(S). PAVED CONSTRUCTION MATS, WOVEN OR TRM -TYPE OF CONSTRUCTION ENTRANCE()/S EXITS S WITH WITHOUT 1I+HEEL WASH, () ( / ROADWAY CONSTRUCTION MAT OR TRM). SO' MIN 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINT'S WHERE VEHICLES ACCESS THE. CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. 4_ STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND 18" MI DISTURBING ACTIVITIES. 04 Q SPIKES STAKESES 5. A NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. CZ 1 1 6. UNLESS OTHERWISE SPECIFIES} BY LOCAL JURISDICTION, ROCK SMALL CONSIST OF DOT TRM END OVERLAP WITH SECT. #703. AASHTO #3 COARSE AGGREGATE OR 6- (MINUS) ROCK. SPIKES OR STAKES G, �yl CONSTRUCTION MATS, WOVEN STRAP STABILIZED CONSTRUCTION RANCEWIT MAINTENANCE NOIK5 o OR f'4 MAT TURF REINFORCEMENT (TRIM) CONNECTORS 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM EFFECTIVE OPERATING CONDITION. IN MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS Q CONSTRUCTION MAT END POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE RESTRICT CONST. VEHICLE OVERLAP INTERLOCK WITH EROSION, AND PERFORM NECESSARY MAINTENANCE. ACCESS TO SIDES OF MAT STRAP CONNECTORS 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN z EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE # DOCUMENTED THOROUGHLY. �c Imo' iI 20' OR AS REQUIRED 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON TO ACCOMMODATE DISCOVERY OF THE FAILURE. ANTICIPATED TRAFFIC (WIL)FM 4. ROCK SHALL 13E REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED CAN BE LESS IF ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH, CONST, VEHICLES ARE PHYSICALLY 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND CONFINED ON BOTH AT THE ENT] OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED SIDES) DOWN STORM SEWER DRAINS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. VTC-3_ VEHICLE TRACKING CONTROL W CONSTRUCTION CONSULT WITH ARE NL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN D. VTC-1. AGGREGATE VEHICLE TRACKING CONTROL MAT _REINFORCEMENT_MAT (TRM) T � R � _ TURF ,,.,... (DETAILS ADApfFO FROM CITY OF @RaAMFIELD. GOL4RAfl0. NOT AVAILABLE IN ALiiOM) VEHICLE TRACKING CONTROL STAGGER OvERLAPS DIVERSION DITCH TYPICALLY AT TOP OF OVERLAPPING JOINT SLOPE I STAKING PATTERN PER MANUFACTURER SPEC, OR PATTERN BASED ON ECB AND/OR SLOPE TYPE (SEE STAKING PATTERN DETAIL) PERIMETER ANCHOR TRENCH ECB-3—OUTSIDE OF DRAINAGEWAY ROLL PERIMETER WIDTH ANCHOR W, TYP. TRENCH OR JOINT, TYP, x A a I W ` 3 - o c W o 0 6' j e G, o _ -I - . W 4 - 0 0 STRAW STRAW -COCONUT COCONUT OR EXCELSIOR STAKING PATTERNS BY ECB TYPE 3' it 2' I"- �a W 0 - 0 3' �, y W W 0 tiv 0 — !� W V, a Q 4.1 -3:1 3.1 -2,1 2:1 AND STEEPER SLOPES 2 SLOPES (SLOPES 4' i o 0 Y2 W 1 i R 1- W a a o 2" 20" { 20" LOW FLOWCHANNEL HIGH FLOW CHANNEL STAKING PATTERNS BY SLOPE OR CHANNEL TYPE FLOW bO DIAlF SCL SEDIMENT CONTROL LOG IN. COMPACTED EXCAVATED 3„ TRENCH SOIL FLOW 'i ts" FRO ION CONTROL BLANKET--tNSTALLATIQN.. NOTES I. SEE PLAN VIEW FOR.- -LOCATION OF ECB. -TYPE OF EC6 %STRAW. STRAW -COCONUT, COCONUT. OR EXCELSIOR). -AREA, A, IN SQUARE YARDS OF EACH TYPE OF EC-8. 2. 100% NATURAL ANO BIODEGRADABLE MATERIALS ARE PRCFIrRRED FOR RECPS, ALTHOUGH SOME JURISDICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS. 3. IN AREAS WHERE ECI3s ARE SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE TOPSOIL AND PERFORM FINAL GRADING, SURFACE PREPARATION. AND SEEDING AND MULCHING. SUBGRADE SHALL Or SMOOTH AND MOIST PRIOR TO ECB INSTALLATION AND THE ECB SHALL BE IN FULL CONTACT WITH SUBGRADE. NO GAPS OR VOIDS SHALL EXIST UNDER THE BLANKET. 4. PERIMETER ANCHOR TRENCH SHALL BE USED ALONi3 THE OUTSIDE PERIMETER OF ALL BLANKET AREAS, 5, JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER (LONGITUDINALLY AND TRANSVERSELY) FOR ALL ECBs LXCEPT STRAW WHICH MAY USE AN OVERLAPPINQ JOINT. 6. INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE-HALF ROLL LENGTH FOR COCONUT AND EXCELSIOR ECBs. 7. OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECB5 ON SLOPES, S. MATERIAL SPEOFICATIONS OF £CEIs SHALL CONFORM TO TABLE EC13-1. 9. ANY AREAS OF SECDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING EC® a SHALL BE RESEED-ED AND MULCHED. 10, DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF DIFFERENT FROM THOSE SHOWN HERE, TABLE ECB-1, EC8 MATERIAL SPECIFICATIONS TYPE COCONUT STRAW EXCELSIOR RECOMMENDED CONTENT CONTENT CONTENT NETTING''* STRAW* - 100% - DOUBLE/ NATURAL STRAW- 309 MIN 709a MAX DOUBLE/ COCONUT NATURAL COCONUT 10".. _ - - DOUBLE/ NATURAL EXCELSIOR DOUBLE/ - - 100% NATURAL 1:11MAW rU= MM Q14Lr aG UaLU VVIAIT Ur bI?ftAM' ANU U"VYAUC I_11Ar*r4r L. ••ALTERNATt; NETTING MAY BE ACCEPTABLE IN SOME JURISDICTIONS EROSION CONTROL BLANKET SCL 1i2'• x tI2" x 18" (MIN) SEDIMENT CONTROL LOG ,INSL&LL6EQN NOTES WOODEN STAKE 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. 9" DIAMETER (MIN) 2- SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR SEDIMENT CONTROL LOG TO ANY UPGRALIENT LAND -DISTURBING ACTIVITIES. 3 SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND SMALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIMS, HOLES AND OBVIOUS WEAR - NOTE: LARGER 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. DIAMETER SEDIMENT HOWEVER. THEY SHOULD NOT BE USED IN PERENNIAL STREAMS OR HIGH VELOCITY DRAINAGE CONTROL LOGS MAY WAYS, NEED TO BE EMBEDDED DEEPER, 5, IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY }S OF THE DIAMETER OF THE LOG IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING 6, THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE F A RIG T TRIAN LE USING R L CENTER STAKE IN CONTROL LOG O H G A SHOVEL OR WEIGHTELJ LAWN 0 LER. 9" DIAMETER (MIN) 7, FOLLOW MANUFACTURERS' GUIDANCE FOR STAKINQ, IF MANUFACTURERS' INSTRUCTIONS —�� SEDIMENT CONTROL LOG DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A Y DIAM, SCL (TYP.) MINIMUM OF 6" INTO THE GROUND, 3" OF THE STAKE $HALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. SEDIMENLCONTROL lOG-MAINTENANCE NOTES 1. INSPECT aMP9 EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION: SECTION A 12" OVERLAP 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. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs tN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3, WHERE OMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 1A" sc Ik" x la" (MINI DISCOVERY OF THE FAILURE. 9" DIAMETER (MIN) SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG JOINTS SCL--1- SEDIMENT CONTROL LOG STAKE 4, SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE 8MP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY X OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION, IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED Of? OTHERWISE STABILIZED IN A MANNED APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO, JEFFERsON CowNTY, COLORADO, DOuCLAS COUNTY, COLORA00, AND CS1Y OF AURORA, COLORA00, NOT AVAILABLE IN AUTOCAD) NOTE: 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. SEDIMENT CONTROL LOGS Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter.com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and histher consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsib!14 for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio ns F W U W Z > 0 � Cn W LU 13L Zz O� LU N in TM RECI 41789 rs • � Irmill 021 Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 8160 EROSION CONTROL DETAILS Sheet Number: CEI 01 LN 3:1 12" TYP 1 ?4 r UNDISTURBED OR� COMPACTED SOIL COMPACTED BERM AROUND THE PERIMETER D VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2% SLOPE 3' GAIN. $ X 8 MIN. SECTION A VEHICLE TRACKING CONTROL (SEE VTC - DETAIL ) CWA--1, CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PLAN VIEW FOR: —CWA INSTALLATION LOCATION. 2. 00 NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. 00 NOT LOCATE WITHIN 1,000' OF ANY WELL$ OR DRINKING WATER SOURCES, IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SMALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST B' BY S' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3: t OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP, 5. BERM SURROUNDING SIDES AND BACK OF THE CWA $MALL HAVE MINIMUM HEIGHT OF V 6, VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE" TRUCKS AND PUMP RIGS. S. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION, CWA MAINIENANCE NCTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (ARID ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREiOUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMP9 IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE 8MP5 HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE: IN A WATER —TIGHT CONTAINER AND DISPOSED OF PROPERLY, 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED, 7_ WHEN THE CWA I$ REMOVED,, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION, (QUAIL ADAPTER FROM DOLM31AS COUNTY, 0OLORA00 AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAR), NOTE: 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. CONCRETE WASHOUT AREA Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter.com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and hWher consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio ns LLI Uj uj F z�� co � a Cl) Uj am LLJ Q z z ca oo � 7 J UJ N U' to TM� O (AD SP�� = Q Al7ACI Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 EROSION CONTROL DETAILS Sheet Number: CEI 02 • PROPERTY LINE (TYP) • i _UU E� — t .w • �� VV APPROX LIMITS OF DISTURBANCE C/E • DRIVEWAY CENTERLINE / 00 t - • 102 03 04 w_ 05. �U os rA - 07 F / i I SEE SHEETS C1.2 & C1.3 FOR 08 DRIVEWAY PLAN & PROFILE "10 I ir. E11 t .` •rSS-y'e. G14, - Gfi 1 50' ACCESS AND UTILITY EASEMENT i �� a� GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWUNE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TG DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BG DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL. REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL, CAP/FOOTER, ETC.) 30 0 30 60 SCALE IN FEET Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter.corn NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her oonsultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio ns d W Uj W U > Uj Z G � Q a WaQ Z Z In O'o LLJ N :7 m � 0 0 :7 ``)O111iRf fEG,l1II/fj//� SP �•,�`� tiC ;gyp 41789 zu jf�Y�'��021 Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 OVERALL SITE, GRADINC & DRAINAGE PLAN Sheet Number: C1.0 V 3 I c� Z) 3 1 12.67�' 12.26 _ - s _ o �11.90 \\ ?10.98 \ s j, b f � SAg 11.70 09.95 � 09.14 5 � o � 09.221� 11.34 09. 11.14 I 09. 2 11.27 ! 09.97 09.42� tif� 11.10 10.37 1 / ♦ 11,01 10.81 9.77 � � o 11,25 ` I-�P P OTE TI I ,� _ 1 a 17 4 �61 1 .01 0� 11.38 2 0 �0.23 ph r 03.6,9 i I 11.33 0 4.02- t 11.33 3 ti 11.33 11.33 I ti � � 02.23 , a 02.00 13.3% 1 !l` 01.62 / 11.33 Q a '�� 01.58 �1 11.35 02.00 \`♦02.00 _ 02 11,34 12" AREA DRAIN N♦ G 11.31 GR 6911,10 ♦♦ a6- �� ;111.26 INV IN(W) 6904.55 (6" 1�.26 INV OUT(S) 6904.55 (6 PVC) ♦ 01. N10241.90 ♦'�♦ a °` E 5576.34 so 10.95 42 11.04 ♦ ♦ 11.03 ♦ 10.99 ♦♦ 0 11.03'� 01.42 1 °' ♦ � / 02 t 10.97� // 02.00 10.84 cC, 10.66 ♦�♦ ROOF DRA,Wd ONNECTION / 0,3-,, 01.99 CD 10.91 � " PVC @ 2.00% , / 09.97 as y 9 LF 6 'r 10.81 / 1 10.59 10.59 � AO `. y 02,00 12 F C \� 09 Ql �_. 01.941.8 QB y 01. Q� 1 .82 y 01 8 , 86 �.1�11.72 1.74 Q6 4 � 39 LF 6" PVC 0 2.00% 80 Q5 5 Qh �07.99 ME 01.75 SD F-o 12" AREA DRAIN 4' SD MH 3 26 LF 6" PVC @ 2,00% 2 CD1.0 CD1.0 GR 6903.42 GR 6901.72 BOTTOM 6891,42 INV IN(NW) 6899.72 (6" PVC) INV IN(W) 6899.20 (6" PVC) INV OUT(E) 6899.72 (6" PVC) INV IN(N) 6899.92 (6" PVC) N10201.65 N10195.82 E5555.23 E5580.49 D1.0 23 LF 6" PVC @ 10.00% .35 RIPRAP PROTECTION 01.44 SWALE TO DRAIN AT 2% 01.24 MIN (TYP, ALL SWALES) y` \ � Ql�ti y` N INK N] 101 Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter,com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and hislher consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio it s Q ✓ = 41789 y 1 � 0 Al- I�ffllllllllllll114 l�rr`l, o 021 101 N i u 10 0 10 20 SCALE IN FEET Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 DETAILED GRADING PLAT` Sheet Number: C1.1 MATCHLINE - SEE SHEET C1.3 PVI STA: 12+29.13 PVI ELEV: 6915,45 PVI STA: 11+54.27 K: 3.00 PVI ELEV: 6912.90 LENGTH: 42.78 o„ 3 ti i 1 1 1 t 1 20 0 20 40 SCALE IN FEET Land+Shelter ARCHITECTURE AND PLANNING 216 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter.com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shaft relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 ReVisio Ins A ��• �L. SP •��' G� ,gyp Q 41789 1 f1��021 Job site. 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 DRIVEWAY PLAN & PROFILE Sheet Number: C1.2 94.99 93 + LO UE - �,E _ �6 90.52 _ .. � UE 92.73 UE 1 _ 90.32 90. =fi 1 W �•� �j W WLi f oz- WCq E 89.27 UE Q + m �W U� 88.55 °' ? REMOVE SILT FROM 89.39 87EXIST CULVERT W V V .88 87.70 .32 ME 84.37 88.87 UE 2 00 l� 88.30 `�' I 1~ 87.6$ -W0.59 87.50 ��`� 83,91 I 0f 88.38 r, W 20 0 20 40 SCALE IN FEET 6910 6905 PVI STA: 17+40.00 - - - - --- _ PVI ELEV: 6891.40 - -- _... __-___ _ _ _� _ _ ..._�_� -_ ____r_____ - ._,__._-_� _.�._ --- - ---- -- -- PVI STA: 14+63.64 - PVI ELEV: 6890.02 -- --- -----•-..__-_-_ _ _ _---�-.-�_..__._ -- _.�. -- - ---- _--__ - - 690D LENGTH: 14.55 _ ----- - - - - - 6900 D: --2.07 LENGTH: 79.42 - - _------ - --- - _- - _-- - --- - -- -..- -- - -�_ . _ - _- - - �- --- - -- PVI STA: 19+75.62 AD: 11.345-.-- LP TA: 14+99. 6895 LP ELEV. 6890, co �n co ' w PROPOSED GRADE ® DRIVEWAY CL j W w ' ` 0.50% 6890 �! EXIST CMP CULVERT ___.___ _ __ __. __- .. PVI ELEV: 6887.68 P A: 26+86 92 F� �A: 17-It� a33 -- VI --- - -- -- -._ - •- -- -- �_ Q E-EV: 60.E K: 9.36 -- - -, - - _ _ - - °O 0O----_-_ _.�___ - _..-.- ___ __.. �_ _� - _- - . - LENGTH; 11.27 + + LENGTH: 24.$9 --- -- -1. Ld AD:--3.555 7. 6895 EXISTING GRADE @ DRIVEWAY CL - �_: -_�_- ,� _._.__---- -. _... ---- - -_ _ _ __ - _ - --- - - - - - --- � n " r �° n �,- tj + co + 0000 rn 0 Ln co r- 00 0) C14 ------------- _ _ 89D _-___-- -__ U -- --- m as Ll.l � -- - - - - - - 6885 E `s¢� 6885 YEXIST MP CULVERT (VERIFY - - - _- LOCATION & DEPTH) w --- 6880 w'Ln 6880 � F � O 6875 = �. � - --_.^...---_--�-- _-- _. �-------- -� 11 6875 t -- --_ t Via. 00 co Lij 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 o u d �20+60 of J 0W DRIVEWAY PROFILE SCALE: 1"=20' HORIZ 1 "=5.0' VERT Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter.com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his(her consultants have performed their services with due cafe and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs, A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 ReVisio ns L W Lu cog W W wa � a Q Z In Oro � � J Uj moo 0 0 1\11111111ti41I II Nfhllllll// �. f � f .53 41789 l/l/!lllllflll� 421 Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 DRIVEWAY PLAN & PROFILE Sheet Number: NEW PAVEMENT SURFACE MATCH EXIST (MIN 6" ASPHALT AND 6" CLASS 6 ROAD BASE) IN OPEN FIELD I IN STREET BACKFILL —\ r FINISH GRADE 8" .LIFTS OACTED AS SPECI BEDDING MATERIAL PER SPECIFICATIONS 6" MIN REINFORCED CONCRETE PIPE NEW PAVEMENT SURFACE MATCH EXIST (MIN 6" ASPHALT AND 6" CLASS 6 ROAD BASE) IN OPEN FIELD I IN STREET BACKFILL FINISH GRADE UNIFORM SAW CUT LINE ASPHALT/CONCRETE PRIOR TO PAVING 12 "EXISTING STREET SURFACE EXISTING BASE COURSE UNDISTURBED SOIL NEW BASE COURSE (IF REQUIRED) SPRING LINE z EO UNIFORM SAW CUT LINE ASPHALT / CONCRETE PRIOR TO PAVING 12" EXISTING STREET SURFACE _�— EXISTING BASE COURSE 8" AU MAX" //�/�// APACTEIJ BACKFILL. \ AS SPECIFIED�� UNDISTURBED 501E NEW BASE COURSE (IF REQUIRED) BEDDING MATERIAL PER SPECIFICATIONS 6" MIN CMP PVC HOPE PIPE SEE PLANS FOR MATERIAL NOTES: 1. IF UNSTABLE MATERIALS ARE FOUND IN TRENCH, OVEREXCAVATED PER SPECIFICATIONS OR AS REQUIRED. 2. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKERS AND THE PROTECTION OF OTHER UTILITIES. 3. MINIMUM COVER IS 18" BELOW FINISHED GRADE. STORM SEWER PIPE BEDDING DETAIL 1 NTS C1,1 24" DIA CI MANHOLE FRAME AND TYPE C GRATE (NEENAH R-2370 OR EQUAL) FINISHED GRADE LLI COPOLYMER POLYPROPYLENE PLASTIC STEP AS MANUFACTURED BY M.A. INDUSTRIES (MODEL NO. PS2--PF) OR AN APPROVED e� EQUIVALENT SPACED AT ° 5" MIN THICKNESS (TYP) 1 W. �! se, i� Sr I071 � i i0L 0� .'i11• M z J100 0(--, 4' DIA. CEMENT GROUT, TYPE 11 PRECAST CONCRETE ADJUSTING RINGS SEAL WITH RUB'R-NEK PREFORMED JOINT GASKET PRECAST ECCENTRIC CONE SECTION CLEAN 3/4"-1" CRUSHED ROCK ° 95% COMPACTED O 0 PRECAST PERFORATED TONGUE AND GROOVE RISERS t" DIA 0 O PERFS 0 12" O.C. BOTH WAYS 0 0 0 0 ° 0 0 0 PREFORMED JOINT GASKET SEAL ALL JOINTS WITH RUB'R-NEK ell MIRAFI 140N �� * �PERMEABLE LINER AT SIDES AND TOPPERMEABLE LINER 0F�l0R0 30" MIN THICKNESS AROUND RISERS i n1�".1�41 0! ,0� PRECAST DRYWELL DETAIL 2 NTS C1.1 #4 DEBAR GRASS ,ilk .t b Wb AILal c" TOPSOIL COMPACTED BACKFILL (TYP) SURROUND INLINE DRAIN W/ 1'-6" SQUEEGEE (TYP) CAST IRON HINGED, BOLTED GRATE 6„ (SEE NOTES) r-PAVEMENT 8" MIN CONCRETE COLLAR INLINE DRAIN SECTION SEE PIPE BEDDING DETAIL 8" TO 30" NYLOPLAST DRAIN (SEE PLANS FOR SIZE) NOTES: 1. AREA DRAIN COVER TO BE NYLDPLAST CAST HS-20 RATED BOLTED AND HINGED GRATE OR APPROVED EQUAL IN TRAFFIC AREAS. 2. AREA DRAIN INLETS IN PEDESTRIAN AREAS SHALL BE INSTALLED WITH PEDESTRIAN RATED GRATES (1/4" MAX OPENING, TYPICAL). Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter.corrt NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate 4 a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio ns 50 N W LLI LLJ F 0 > W z � g cog Cf) a W LU Oct z z M Oro � � J W N inoo 0 0 ,\��\\ Do REG%s CD �,��•'• �, . S p� j'•, ` i Q d17f•�Q '- � ,�;'�I��I11rf III11�021 Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 DRAINAGE DETAILS Sheet Number: r. 0o -----�`--�"_ —�.��_—mow-----`•-- -- J Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@landandshelter.com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection, Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for ail consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio ns d ...., ;? 41789 y+0�P,^' *� /M)A ill�frruUrrllll1 yg }�. Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 UTILITY PLAN Sheet Number; 30 0 30 60 SCALE IN FEET C200 n n C16 11.49 22.77 28'54'40a N22'37'48"W 11,37 (10324.46, 5644.27) C17 13.63 32.24 24*13'08" N49'11'43"W 13.53 (10334.95, 5639.89) C18 14.12 41.25 19'36'43" N71'06'38"W 14.05 (10343.79, 5629.65) C19 16.01 53.16 1715'29" N89'32'44"W 15.95 (10348.34, 5616.36) C20 16.01 53.16 17*15'29" S7311'48"W 15.95 (10348.46, 5600.41) C21 14.12 41.25 19*36'43" S54'45'42"W 14.05 (10343.85, 5585.14) C22 13.63 32.24 2413'08" S32'50'46"W 13.53 (10335.75, 5573,66) C23 11.49 22.77 28'54'40" S6'16'52"W 11.37 (10324.38, 5566,32) C24 11.49 22.77 28'54'40" S2237'48"E 11.37 (10313.08, 5565.08) C25 13.63 32.24 2413'08" S49'11'43"E 13.53 (10302.59, 5569.45) C26 14,12 41.25 19'36'43" S71'06'38"E 14.05 (10293.75, 5579.69) C27 16.01 53.16 1715'29" S89'32'44"E 15.95 (10289.20, 5592.99) C28 19.35 17.00 6512'57" N48'42'54"E 18.32 (10348,40, 5599.95) CP-1 N 10498,15 E6298.88 MCP-3 N10410,81 ` E6262.81 CP-4 �N10349.55 E6260.25 i I„I%I l-../1• I iV l V1111 11 A W " NOTE: 1. ALL DIMENSIONS AND RADII ARE TO FACE OF CURB, FACE OF BUILDING AND EDGE OF WALK UNLESS OTHERWISE NOTED. 2, CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK OR SITE FEATURES NOT INTENDED FOR DEMOLITION. 3. REFER TO GRADING AND DRAINAGE PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS, 30 0 30 60 SCALE IN FEET Land+Shelter ARCHITECTURE AND PLANNING 215 North 12th Street Unit C, PO Box 550. Carbondale, CO t 970.963.0201 info@Iandandshelter.com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisi0 ns 00 .*•SP •■•. i 41789 X /;*t i Job Site: 1 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 HORIZONTAL CONTROL PLAN Sheet Number: C3.0 PRIVATE SECTION OVEREXCAVATED, MOISTURE —TREATED, AND RECOMPACTED SU$GRADE PER PAVEMENT SECTION 215 North 12th Street Unit C, PO Box 650. Carbondale, CO t 970.963.0201 info@landandshelter,com NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for ail consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. GO TO GLOBAL PARAMETERS May 5th, 2021 Revisio ns A W LLIUj FM Z Cn � Q O � � a a Wa Q Z to o' o Uj N 0 m � � 0 (D REG/ Al '�G„tn4 u��rGr� 4) 789 �f 5�0 AL: ��e;� . IN/vrrrllllio21 Job Site: 124 JUNIPER DRIVE, GLENWOOD SPRINGS, CO 81601 SITE DETAILS Sheet Number: CD300