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HomeMy WebLinkAboutDRB18-0084_approved plans_1523048828.pdf so OF 60A tve lir C ABBREVIATIONS MUSTO FAMILYRESIDENCE .p.. .,,,. . . ,. & AND LAM LAMINATE A N G E S T 0 APPROVED PLANS 3 2 1 2 0 1 8 DRB < ANGLE LAV LAVATORY APPROVED @ AT L B L LABEL 4/6/2018 12:00:00 # POUND(S)or NUMBER LKR LOCKER AM AB ANCHOR BOLT LT LIGHT GENERAL NOTES GRAPHIC STANDARDS AFF ABOVE FINISHED FLOOR LTL LINTEL ASI ARCHITECTS LVR LOUVER SUPPLEMENTAL LDR LEADER INSTRUCTIONS LP LIGHTING PANEL or LIGHT 1. DO NOT SCALE DRAWINGS. EXTERIOR ELEVATION IDENTIFICATION WINDOW IDENTIFICATION ABV ABOVE PROOF ----------- ACOUS ACCOUSTICAL MO MASONRY OPENING ACT ACCOUSTICAL CEILING TILE MAS MASONRY 2. VERIFYALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS DRAWING NUMBER J MATERIAL ADD ADJACENT r ADJUSTABLE MAX ADDENDUM L MAXIMUM PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. A4.01 SHEET NUMBER 0 WINDOW TYPE AGG AGGREGATE MECH MECHANICAL i AHU AIR HANDLING UNIT MEP MECHANICAL,ELECTRICAL NOTIFY ANY CONFLICTS OR DISCREPANCIES IN THE ALUM ALUMINUM and PLUMBING DOCUMENTS IMMEDIATELY. INTERIOR ELEVATION IDENTIFICATION KEY NOTEIDENTIFICATION ALT ALTERNATE MTL METAL AVE AVENUE MEG MANUFACTURER 99_ _ ARCH ARCHITECTURAL MIN MINIMUM 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY ,� DRAWING NUMBER11 ASPH ASPHALT MIRR MIRROR RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS AUTO AUTOMATIC MISC MISCELLANEOUS 99 A7.01 99 ?� NOTE NUMBER y„', CF C BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. SHEET NUMBER -ill . - AD AREADRAINorACCESS MEMB MEMBRANEI i - __11121---W.---• 4 DOOR MTD MOUNT(ED) S. ANOD ANODIZED MUL MULLION 1 __----- 1504' IF ii APPROX APPROXIMATE MED MEDIUM 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF DETAIL IDENTIFICATION REVISION IDENTIFICATION % rs.. Kry . ...., • A/V AUDIO/VISUAL MAG MAGNETIC STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS __ �� 1111111111111h11•4 `�\ i II LI ,_ - • AVG AVERAGE MACH MACHINERY ii; 'OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO 1 -� ii. i - tAWP ACOUSTICAL WALL PANEL MM MILLIMETERS DRAWING NUMBERILff t` r lB.O.F. BYOWNER,FUTURE MH MANHOLE TOP OF CONCRETE,TOP OF PLYWOOD,OR TOP OF WALL PLATES OR A 1 001 REVISIONNUMBER \ I BD BOARD MEZZ MEZZANINE 9 0 - SHEET NUMBER ASIBEAMS UNLESS OTHERWISE NOTED. REVISION DESCRIPTION 1- , .,• - {B.O. BY OWNER MB MOISTURE BARRIER ' I ' I -} ��� iBLDG BUILDING N NORTH ®, _��l������I ! MNBIT BITUMINOUS (N) NEw 5. PROVIDE ALL NECESSARYBLOCKING IN STUD WALLS ANDAr ' 1BIT BLOCKING V:� A ! " i� - xNIC NOT IN CONTRACTL, oBM BEAM or BENCH MARK NTS NOT TO SCALE CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING ��II �� F Y -a "s��ii;_ s� = kti;= ��BOT BOTTOM NO NUMBER ' -_ . . .=. /I 1 1 ,.,., - �. ��AND WALL MOUNTED FIXTURES TOILETS TOILET ACCESSORIES - � � �BSG BEARNING NOM NOMINALCABINETRY, COUNTERTOPS,SHELVES, CLOSET RODS AND FALSE I�° �, '" - .1 , I ��.IBSMT BASEMENT NRC NOISE REDUCTIONiiiii , B BASE COEFFICIENTBEAMS. WALL SECTION IDENTIFICATION SECTION MATERIAL ��'; �� ' I �I-CJ CONTROL JOINT OA OVERALL ', �� h'A r h'�CL COLUMN LINE OC ON CENTER GRAPHICS , / J ,^,�CONE CONFERENCE OD OUTSIDE DIAMETER AK- DRAWING NUMBER , �� � '• J G/ I„ 6. REFER FLOOR PLANS FOR DOOR LOCATIONS. REFER _ /// / .= C.L. CENTERLINE OTO OUTSIDE-TO-OUTSIDE _ y (, = CO CIRC CIRCUMFERENCE OFF OFFICE DOOR SCHEDULE FOR DOOR TYPES. A5.11 SHEET NUMBER a � I I _ CONCRETE777_ __ % �i I yCAB CABINET OH OPPOSITE HAND ' a_i �° � `^ In G1�C CAULKING OPNG OPENING i - ,� W .. . CCD CONSTRUCTION CHANGE OPP OPPOSITE 7. REFERTO FLOOR PLANS FOR WINDOW LOCATIONS. REFERTO _DIRECTIVE OF OUTSIDE FACE WINDOW SCHEDULE FOR WINDOW TYPES. '+ -'- .s r j � = a o CFL COUNTERFLASHING I�' PC PRECAST -1 _� as O CG CORNER GUARD PAC PREVIOUSLY AWARDED UNDISTURBED OR - CM CENTIMETERS CONTRACT 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURESTO COMPACTED EARTH ,_ a -1 CMU CONCRETE MASONRY UNIT P/L PROPERTY LINE FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFYWITH BUILDING SECTION IDENTIFICATION -- CO CHANGE ORDER or PLAM PLASTIC LAMINATE CLEANOUT PSF POUNDS PER SQUARE FOOT ARCHITECT WHEN DIVERTING FROM DRAWINGS. POROUS FILL CT CERAMIC TILE PSI POUNDS PER SQUARE INCH ��- DRAWING NUMBER (GRAVEL) CDOT COLORADO DEPARTMENT PT POST TENSIONED or OF TRANSPORTATION PORCELAIN TILE 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS A5.01 SHEET NUMBER �- n _- CEM CEMENTITIOUS PTDR PAPERTOWEL DISPENSER NEEDED BY THE CONTRACTORFOR CONSTRUCTION OF ANY ASPECT I/ a CK CORK TILE AND RECEPTACLE cLG CEILING PVC POLYVINYLCHLORIDE OF THE PROJECT,THEY SHALL IMMEDIATELY NOTIFY THE jsTEEL = . CLOS CLOSET PLY WD PLYWOOD CLR CLEAR PREFAB PREFABRICATED ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL CTR COUNTER PL PLATE NOT CONSTITUTE A DELAY IN THE PROJECT. �'. - COL COLUMN PLAS PLASTER 7 - CONC CONCRETE PNL PANEL �� - CONSTR CONSTRUCTION P PAINT(ED) 10. THE GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR ALUMINUM ----- ENLARGED DETAIL IDENTIFICATION A 1 _► - CONT CONTINUOUS PR PAIR or PROPOSAL SATISFY INGALL APPLICABLE CODES AND OBTAINING ALL PERMITS _ - CONTR CONTRACTOR REQUEST CORR CORRIDOR or CORRUGATED PROJ PROJECT AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE 1- - AREAOF DRAWING TO /' CPT CARPET PTD PAPERTOWEL DISPENSER INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL BE ENLARGED / K CP CAST IN PLACE PTN PARTITION MASONRY BRICK i CONN CONNECTION PVMT PAVEMENT RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE I CATV CABLE TELEVISION PRESTR PRESTRESSED CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES CCTV CLOSED CIRCUIT PBO PROVIDED BY OTHERS TELEVISION PAR PARALLEL NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND 1 DRAWINGNUMBER ♦♦♦ MASONRY ALL LOCAL REGIONAL CODES. CONCRETE BLOCK���� GENERAL NOTES (PER OWNER): CU CUBIC PREFIN PREFINISHED CY CUBICYARD POL POLISHED A6.0:1,/_ SHEET NUMBER . DEG DEGREE PLBG PLUMBING - 1 . INTERIOR SURFACE MOUNT LIGHTING FIXTURES SHALL BE PROVIDED BY THE OWNER. DAMP DAMPROOFING PKG PARKING 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL DF DRINKING FOUNTAIN PERIM PERIMETER FIELD COORDINATE AND OBTAIN APPROVALS FROM THE RECESSED CANS LUTRON WALL SWITCHES ETC. SHALL BE BY CONTRACTOR. DBL DOUBLE PERF PERFORATED DOOR IDENTIFICATION RIDGID INSULATION 1 DEPT DEPARTMENT PTR PAPERTOWEL RECEPTACLE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR 2. EXTERIOR LIGHTING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. DTL DETAIL PRIM PRIMARY DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL DIA DIAMETER PT DIM DIMENSION QTY QUATTOITTANGENCY FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY 3. BATHROOM PLUMBING FIXTURES FOR THE 3 NEW BATHROOMSAND LAUNDRY ROOM SHALL = • DSP DOSPENSER WN QT QUARRY TILE AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. (3os)- DOOR NUMBER 444444 BATT INSULATION BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. DR DOOR R RISER DS DOWNSPOUT RD ROOF DRAIN or ROAD 12. THE GENERAL CONTRACTORSHALL VERIFYALL EXISTING 4. TILE SHALL BE FURNISHED BY THE OWNER, INSTALLED BY THE CONTRACTOR. ' DWG DRAWING RL RAIN LEADER DWR DRAWER RO ROUGH OPENING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER - 5. WINDOW TREATMENTS SHALL BE FURNISHED AND INSTALLED BY THE OWNER. DIV DIVISION ROD ROOF OVERFLOW DRAIN AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK- - - - - _ GYPSUMPLASTERv. DIAG DIAGONAL RWC RAIN WATER CONDUCTOR ROOM/SPACE/AREA IDENTIFICATION , - DEMO DEMOLISH or DEMOLITION RAD RADIUS EJ EXPANSION JOINT RE REFERTOorREFERENCE 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER �1 ADDITIONAL NOTES PER OWNER(2/8/2018)(E) EXISTING REINF REINFORCED CONDITIONS, ROOF& DECK SURFACES MUST BE MAINTAINED ROOM NAME - ROOM NAME EB EXPANSION BOLT REC RECESS(ED) iiiiiPLYWOOD E EAST REF REFRIGERATED or REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS 314 ROOM NUMBER ED EXHAUST DUCT WITH THESE SURFACES. EF EXHAUST FAN or EACH FACE REQD REQUIRED 1 . Stone Counter Tops - The following areas have new stone counter tops to be installed: Pantry (3), EWC ELECTRIC WATER COOLER RESIL RESILIENT 876.00 SF ROOM AREA EA EACH REV RREVISEEVIS,REVISED or 14- SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE FINISH WOOD garage (2), and bunk room custom vanity (counter top and matching backsplash. See LKW specs for EL ELEVATION ELEC ELECTRICAL RFG ROOFING WITH ARCHITECT'S WRITTEN APPROVAL. details and selections.ELEVATOR RFL REFLECTED PARTITION TYPE IDENTIFICATION EMER EMERGENCY ROW RIGHT OOM OF WAY 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT 2. Tile Install - All tile will be pre purchased by the owner and installed by the GC. The following areas ENGR ENGINEER Eos EDGE OF SLAB RBS RUBBER BASE STRAIGHT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE 23A PARTITION TYPE;RE: RBC RUBBER BASE COVE have tile installation requirements: Pantry backsplashes (2), bathroom floors and showers (3), master - EQ EQUAL RB RUBBER BASE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, PARTITION TYPESCHEDULE EQUIP EQUIPMENT EXT EXTERIOR RH RIGHT HAND ETC. TO OBTAINA COMPLETE JOB WITHIN THE RECOGNIZED bedroom fireplace (updated detail to be issued by KHW). See LKW specs for details and selections. ES EACH SIDE RF RESILIENT FLOORING EWH ELECTRIC WATER HEATER RECPT RECEPTACLE STANDARDS OF THE INDUSTRY. ACOUSTICAL PARTITION TY PE IDENTIFICATION 3. The following appliances will be purchased by the owner and installed by the GC: Hot tub, BBQ grill EW EACH WAY RBT RUBBER TILE 7 O EST ESTIMATE RVS REVERSE(SIDE) 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE pantry undercabinet refrigerator, pantry dishwasher, garage undercabinet beer cooler. The following U FAC FIRE ALARM CABINET RPM REVOLUTIONS PER MINUTE FA FIRE ALARM SPRT SUPPORT AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. 76H PARTITION TYPE;RE: FACP FIR ELLARMCONTROL SC SOLTHorSEALED NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. PARTITION TYPESCHEDULE appliances are existing and shall be reused and reinstalled by the GC: Pantrywasher and dryer, mud J CORE FBO FURNISHED BY OTHER(S) SCD SEAT COVER DISPENSER STRUCTURAL GRID room boot dryer. w FD FLOOR DRAIN or FIRE SD SOAP DISPENSER 17. THE GENERAL CONTRACTORSHALL FIELD VERIFYTHE DAMPER SNC SANITARY NAPKIN CABINET 4. Nedbo to furnish and install exteriorand interior fireplaces 2 U FE FIRE EXTINGUISHER SND SANITARY NAPKIN LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE A - COLUMN LETTER 0 FEC FIRE EXTINGUISHER DISPENSER LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO 5. The following cabinetry/casework shall be furnished by the owner through Vail Cabinets and installed ct CABINET SNR SANITARY NAPKIN FFL FINISHED FLOOR LINE RECEPTACLE THE SITE. FHC FIRE HOSE CABINET SSK SERVICE SINK O by the GC: Pantry, bathroom vanities (2), bunk room armoire, mud room, garage. Q FR FIRE RESISTIVE or FIRE SS STAINLESS STEEL RATED SR SINK RECEPTACLE 18. THE GENERAL CONTRACTORSHALL MINIMIZE THE LIMITS OF I COLUMN REFERENCE LLLilW N- FDN FOUNDATION SCHED SCHEDULE GUIDE W Lo EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECTALL �/ Lo FIN FINISH(ED) SEC SECTION L.I. CO FIXT FIXTURE SHWR SHOWER VEGETATION BEYONDTHE LIMITS OF EXCAVATION. ALL AREAS OF COLUMN LETTER 121 co O U FLG FLASHING SHT SHEET DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON- FLR FLOOR(ING) SHTG SHEATHING ELEVATION DATUM IDENTIFICATION Lt FLUOR FLUORESCENT SIM SIMILAR DISTURBED LANDSCAPE EXCAVATION. ALL AREASOF HCI) 2 FRT FIRE RETARDANT TREATED SPECS SPECIFICATION(S) DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON- , - LEVEL NAME W FRP FIBERGLASS REINFORCED SQ SQUARE PANELING) SF SQUARE FEET DISTURBED LANDSCAPE. - _ _ - (f) 111 I.L FT FOOT(FEET) STL STEEL FTG FOOTING STA STATION - ELEVATION FURR FURRED or FURRING STD STANDARD 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILSD I: D FUT FUTURE STOR STORAGE O 0 0 CO F FARENHEITENGINEER. , ,O ll STRUCTURE or STRUCTURAL (n o 0 o U VICINITY MAP PROJECT TEAM a o 0 o a 2 Ln FVC FIRE VALVE CABINET SUSP SUSPEND(ED) ^' FHMS FLAT HEAD MACHINE SYM SYMMETRICAL 20. GENERAL CONTRACTORSHALL VERIFYALL SITE DEVELOPMENT Lo x- Lo X o- LO ` V SCREW SYS SYSTEM ' •e X X X X XX 71- FH FIRE HYDRANT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS „., • . SOFF SOFFIT * OWNER LANDSCAPE SURVEY '5.. N- FF FINISHED FLOOR SPKR SPEAKER FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY ti FURN FURNISH(ED) . ,� X XX X X SPKL SPRINKLER DISCREPANCIES VERIFYWITH ARCHITECT. •r 40DAVID ROBIN USTO DESIGN-BUILD EAGLE VALLEY SURVEYING X FOM FACE OF MASONRY T&B TOP AND BOTTOM " ;1- 40 ROBIN DRIVE ADDRESS 41199 US-6 Sheet# Sheet Name X X X X X No, Description Date FOF FACE OF FINISH T TREAD �• FOS FACE OF STUD T&G TONGUE AND GROOVE , a �, SKILLMAN NJ 08558 CITY STATEZIP AVON CO 81620 1 Revision 1 3.21.2018 u eo J, a'� / AO OERALCOVERSHEET FOC FACE OF CONCRETE TB TOWEL BAR • /H.' ! ° FHWS FLAT HEAD WOOD SCREW TO TOP OF BUILDING & CODE INFORMATION �30aa ¢ `\ ,y P:201 218 0267 P:VOICE P:970 949 1406 FHV FIRE HOSE VALVE +� s•., �a 4 •7 d , t1, F:FAX F:FAX F:FAX TPD TOILET PAPER DISPENSER • GWB GYPSUMWALLBOARD ;, ARCHITECTURE TPTN TOILET PARTITION GC GENERAL CONTRACTOR ZONING: RESIDENTIAL CLUSTER _?..;:ii, '-, 4:13.; ti 1 ARCHITECT STRUCTURAL SOILS TV TELEVISION GB GRAB BAR r r` ?''.� ��' �SnowlionCondo iniu"a A01 PROPOSED SITE PLAN TELE TELEPHONE "M � .,": �'` •1 i KH WEBB ARCHITECTS PC MONROE&NEWELL TBD GYP.BD. GYPSUMBOARD THK THICK or THICKNESS 3 �1 ��co, "f 'h/� � �. . ��°' � �'7z A001 EXISTING CONDITION SURVEY GCMU GLAZED CONCRETE OCCUPANCY: RESIDENTIAL GROUP R3 '��, 710 WEST LIONSHEAD CIRCLE,A PO BOX 1597 ADDRESS A01.1 SITE DISTURBANCE 4,,'• f'yFJ _ MASONRYUNIT(S) THLD THRESHOLD v 4�' aj �e GA GAUGE TYP TYPICAL ,_ c • VAILC081657 AVON C081620 CITY STATE ZIP TEMP TEMPORARY or r.:;., t -- A •` , �'' I A100 LOWER LEVEL PLAN GR GRADE ,ti•L,r , ea P. i •le � an. v T TEMPERATURE „ s a ti ,, P:970-477-2990 P:970.949.7768 P:VOICE A101 UPPER LEVEL PLAN GL GLASS or GLAZING - .-:,;;1".4;',7 '� ,0 _ I s 9 �' 4-. er - - TG TEMPERED GLASS ne mMR Ma 'r = �f 3 Simba F:FAX F:FAX F:FAX GND GROUND TBC TOP OF BACK OF CURB BUILDING CODES: IRC 2015 . ,, • inzs`s�fren. 4 .i►: A102 PATIO TERRACE & DETAILS Condominiums - GALV GALVANIZED -4.9 ro``i� - e g y $ -` e " TS TUBE STEEL o . m , ea A151 ELECTRICAL-LOWER&UPPER LEVEL GYP GYPSUM ,"i ,i 1 _ F d _" • k ;. ,. ,-•c,f- ° 01 CONTRACTOR MECHANICAL A152 PATIO TERRACES ELECTRIC PLAN TOW TOP OF WALL w -1 P GT GLASS TILE TOS TOP OF STEEL rJ e • `` GRT GROUT r°' `° _ • as -M%- NEDBO CONSTRUCTION DESIGN BUILD A200 EXTERIOR ELEVATIONS GI GALVANIZED IRON TOC TOP OF CONCRETE + ,r R ^ia9 r THERM THERMOSTAT -�ir ��.� ads t �' ;: A. e a�' r° eRdW 40690 US-6 ADDRESS HC HOLLOW CORE or USGS U.S.GEOLOGICAL SURVEY • Ass,,V"9 o° •` ead ;,:4, • °°Q ,aa s AVON CO 81620 CITY STATEZIP A250 LAUNDRY/PANTRY ROOM HANDICAPPED > s. Ra�� �' '�F` A251 MUD ROOM UL UNDERWRITER'S E - +• SF 1'- HM HOLLOW METAL r ,. +d_ xe" 0° i, r 41 A252 GARAGE LABORATORY v r Q.a_. 9. P:970.845.1001 P:VOICE HDR HEADER UON UNLESS OTHERWISE = ,„,-04 '. ,. ,> {,-" '` e '.Atm' 6•--" F:FAX F:FAX A253 BUNK ROOM BATHROOM HDWR HARDWARE NOTED +'� r•w'•."- -• T berRidge0 •. - kt`_- C r A254 LOWER LEVEL MIDDLE BATHROOMS HT HEIGHT UOS UNLESS OTHERWISE _ v - HORIZ HORIZONTAL SPECIFIED ..--",..A' ''4�• i'. ' '' ep`� A500 EXTERIORDETAILS HR HOUR UNFIN UNFINISHED ' �.ry'''i' -,,,oc"A INTERIORS HVAC HEATING,VENTILATION and UR. URINAL �o°�' • ` - "� LKW DESIGN ASSOCIATES, LLC A600 WINDOW TYPES&SCHEDULES AIR CONDITIONING aye i��:, ..c A850 DOOR TY PES&SCHEDULES V VOLT '. s' ' •6 ' l - , 275 MAIN ST,C104 u) HB HOSE BIB VB VAPOR BARRIER �� 1. . , ,app, ♦, , EDWARDS, CO 81632 A900 PROPOSED OVERALL AXON Project Number 000000 0 HDAS HEADED DEFORMED VCT VINYLCOMPOSITIONTILE ,, / 'eea ,vo e°° 44 I " A901 PROPOSED AXON VIEWS �_ ANCHOR STUD y /aq. T ?�r1al�Iub. pa' HAS HEADED ANCHOR STUD VTR VENT THROUGH ROOF y_�<< Fo°r - fir` tie' 'Wr , P:970.855.0687 F:FAX A902 ENTRY&GARAGEAWNING PERSPECTIVE Date 3.21 .201 g VWC VINY LWALL COVERING , •r"Y .�Y ,, ►`.N. / . ,' U HWY HIGHWAYr , �.. •--�' VERT VERTICAL 'S ., ya R- HWH HOT WATER HEATER /21 ,..:‘,, �' 3 • Pay .1 . , VEST VESTIBULE o `ti's o`'-o /11 Q T a STRUCTURAL JNS S HW HOT WATER .► `-. o`Q HTR HEATER VIN VAYLorSH IETVINYL �; Mar-.• �� - VAR VARYor VARIES Ue s �'�` = 44 t S200 LOWER LEVEL FRAMINGAND FOUNDATION Drawn By a) IBC INTERNATIONAL BUILDING �•.r '- ' PLAN VIF VERIFY IN FIELD o �• - t �'' .v �'' CODE or INSTALLED BY CONTRACTOR VER VERIFY S201 UPPER LEVEL FRAMING PLAN ID INSIDE DIAMETER VENT VENTILATION 5390 ENTRY TRELLIS COVER SHEET 71- IN INCH(ES) VOL VOLUME S301 STRUCTURAL DETAILS INFO INFORMATION WD WOOD INSUL INSULATION or INSULATED W WEST or WIDE CN INT INTERIOR W/C WATER CLOSET O INCAND INCANDESCENT WPT WORKING POINT INV INVERT W/R WATER RESISTANT INTMED INTERMEDIATE WWF WELDED WIRE FABRIC INCL INCLUD(ED) W/ WITH JST JOIST W/O WITHOUT 0- JT JOINT WF. WIDE FLANGE or WOOD JC JANITOR CLOSET FLOORING CO WDO WINDOW O A000 KD KNOCKDOWN W P WATERPROOFING) KP KICK PLATE WSCT WAINSCOT KIT KITCHEN N KO KNOCKOUT WC WALL COVERING DD LH LEFT HAND WT WEIGHT LLH LONG LEG HORIZONTAL W.O. WHERE OCCURS N LLV LONG LEG VERTICAL WGL WIRE GLASS As indicated YD YARD Scale N LAB LABORATORY C) M 4I # J MO]1111:1 DRB APPROVED 4/6/2018 12:00:00 AM .4(0Plf LOT Cl + 61.5 14 NOD S: ETON'S RIDGE TING NO. 2 I () ct 0� it . ,) DAI1 01 SUHV Y: 6/28/201 / i eSt t 2) STEWART TITI E GJARANITY CO. P01 ICY NO. 01330-92663-C2 DATED �* ovile�®� '1Al� �,i ����t�o © PREV. FND. P&C v 12/27/'2016 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. _-_,k4.�4 ��� ����� ������� • LS #168367r Ky ,� NO I.,L. ACCORDING 10 COI 0GADO Ail YOU MUNI CCMM_NCL ANY GAI miS% .°_.,� j.,� ©E111. - ACTION HAS L31 UI'O6 ANY DLI LCI IN IVIS SURVEY WIII IN 111130E YEARS ice - �p�� • �A��' 95.2 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NC EVENT, IVAY ANY o / 1 95.3 ACTION EASED UPON ANY DE-ECT IN THIS SJRVEY BE COMMENCED MORE .j �� T ' ii. I a 111 THAN TEN WEARS FROM THE DATE OF THE CERTI=ICATION SHOWN co I 11 _ HEREON. , kr D4 S 88° 1 7'36" W 1 37.91 ' i /I) BEARINGS AND DISTANCES ALONG PROPERTYLINES SHOWN HEREON ARE �1 ��� I - - . rteri 6'0 % AS SHOWN ON THE SU3DIVSION PLAT ONLY. A BOUNDARY SLRVEY WOULD I. �� ������, ����� 3E NECESSARY TO DETERIV NE THE TREE DIMENS ONS OF THE LOT AND ' ir43 SETBACKS, WH CH TVA" VARY FROM THE PLATTED DIMENSIONS. UTILITY o% `K ��� Iwo oaf a �. 1 11t��+ s3.7EASEMENT 1•.0� ,,, _: � �/J ` Pill�it,► sia�����;,�\5 THIS SJRVEY AVD THE NFORVIATION CONTA NED HEREON IS THE PROPERT OF ry ti .� >>:I •o• :PO _ " 170sef RN 362242 ,� y `� I , EACLE VALLEY SLRVE"INC, INC. AND IS NTENDED FOR THE SOLE USE OF THE :if', f or��m /�1,�,��� �► C� �� �� ���� ��� �� e ORIGINAL C_IENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. EQ��1 / + '0.• 337 _ :�/ ��� tr, +� r� �{ 1U e,� ■ •4,10 v. �7 ► -I 1-n /�l__i ,�.iOze - ..,�`, 33.a23.8 Mki��� 1- _0 6) BASIS OF P ROP ERTY LIN LOCAT ON: FOUND ANC P REV. FOUND MONLMENTS I _ � ��v ��� ��wal �I1� "��R�� � oou= .�� 23.3 .c. 0 rbcNARK NG II NI & SI CORN RS 01 01 4, (SII DRAWING) ifa � � gr iip.CONC: .r . ��� .a G v1 +11 BASIS OF ELEVATION: SEWER MH A 128.8 INVERT EL 8390.9'. / �� A � , 338 RATIO �0 otter 741 �ol�i��W RZ s7a CORE RAGE5'mr# e 23.78) 3UILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN O �\ o ��� �I� �• ROOF OH � ��� D �� - aVIEW cC•.0' co I EL=8445.1' / / .g;, O a / oM LonZ OOR CONSIRUGI ON MPROVI MI NIS ON S PRCHI RIY, TOWN 01 /All 0. ��� ��� � � �; ENTRY O �� 23.6 O OOSH JID 130 CONTACTED 0 � COI�RLC DING SLILACK N OI�MAIIOH. � A L + 41.1 33.9���� �/���� �' EL 8434.1' Ja =9) BUILDING SHOWN WAS 1 OCAILD AND MLASUI(LD 10 IMM AND VARIOUS LXI_111OH( .Ij �fAl o Zi irMATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON ����/ i 4' �O '_FOR ADDITION DESIGN. O 7 ) 8449.1' , ♦ ROOF OH as \1111 sT '10) THE PLAT RECORDED AT RECEPTION N0. 362242 WAS USED FOR THIS SURVEY. o 0 t �i I // N PEAK EL=8443.6' E �rit+ 65.6 �, /��' 4p BLO QH �3 UTILITY 1 JRIDGE AT VAIL /� + 412 J VIEW PT. EASEMENT rilitill �V L=435.6' RN 362242EDGE ASPHALTp.mLEGEND LOT 5G pi , 55.3 42.3 I� ex. a ELECTRIC JUNCTION BOX ► FLOWLINE CURB 5 GUTTER Pr/ *.4 1(� GARAGE SLAB a 4 a �� EL=8423.4' ASPHA1LT a =05° 54'12" ELECTRIC TRANSFORMER i�� �� �� j��� 4 DRIVE 230 RL=144 651' a v / E:6 a 008 7-72.37' EM ELECTRIC METER , � ��� a ° a ►� C LEN-144.54' I� v •l oM COMMUNICATIONS VAULT/MANHOLE �� ���� �i� � � v-4 �� i,��� BRGN 21° 56'21" E �! � /4491 � 8451.2' a �� R/V © TELEPHONE PEDESTAL �/, /07f ROOF OH PEAK z3., aSTONE VENEER , � 01.1 AROFWALLA(TYPfEL=8445.3' azs z2sa a �a SPRINKLER VALVE Atit '�,' 2.2 + O vvi22.3WATER CURBSTOP • CONC.cM GAS METER UTILITY J � , � ' ��� PATIO � � ;,, ..,i.„Ii EASEMENT , -j. ' - ENT 8424.2, iO m aSANITARY SEWER MANHOLEORN 362242 ir � 0a �/■i 14 SANITARY SEWER CLEANOUT \ "ref V.4;kI� ��� �O�a �A�� Ali DI ► � 1 rCt - ,/ �.) 42+ / 111 y a 21.4 , 03.4 029 0 �e� DENOTES DECIDUOUS TREE WITH APPROXIMATE 0.5' TRUNK DIAMETER CD STORM SEWER MANHOLE it �..'� ,{ I�sI/ 4 ', O %' 11W10e.,,. J,� + 42.0TWO STORY RESIDENCE ROOF OH ��OI"O PVC Fj� rc� i :0 s5L=8443.0' {�i�qe O 9 A I'' 1: LOT 4 �� 4 DENOTES CONIFEROUS TREE WITH APPROXIMATE 0.5' TRUNK DIAMETER SPRINKLER VALVE �_a f_ 0 Q a i / Da I� 0.498 ACRES a �� WIRE FENCE � iii �Sb 04250 r a �� ,�,' l'• IS + 20.4 a If i�� DENOTES DECIDUOUS TREE WITH APPROXIMATE 0.7' TRUNK DIAMETER 31 1" o 4 O '4,\ lift orap 4I N, + 42.0 42+ 04.7'11 Isi o.� �� as DENOTES CONIFEROUS TREE WITH APPROXIMATE VI: 11 0111 ROCKWALLEdi S 84484' ��Li (TYP) 1 �I ifililli � ii�� PEAK i a �� vWI Ailic �i�� Q84502' PEAK11 " � ' ROOF OH __ DENOTES DECIDUOUS TREE WITH APPROXIMATE 1.0' TRUNK DIAI o ,/ �� EL=8445.1' � g fir .......,,...1„ 0, irat �� I' I /� I ' ` a 06.5 O ♦� \� ittf Tlig, �hfeba"Y '' ►� ROOF OH v Olt , U .uti441 �� EL=8440.0, if > J � ., �'. + 15.1 Q N d Wei Lo co tip. 0-417 o 0' A • . , 16.7 : j .1 Lil < 'I/•` It: � NosQ��c)fr4;irl , I \ ' rryi�1yY : ,� DENOTES CONIFEROUS TREE WITH / 4. ,..kr 4:12 4-j2. =150° 36'25" . ��, 1ss �� ,i 07.7 2 0 6 ., ige R30.00' ., O , =78.87' ���, t Fa J Z FENCE LINE o �, • , _ �• D K� "*....--Art 1��� QwwT 114.39' o • ► N . �. coC LEN 58.04' ��� 1191 '1to iy ., O ., 4 'J / R a 08.8ellor 08.2 BRC S 58° 56'32" E k or i - �.f� LO w PRIVATE ROAD ill N_ � �/elbr 41 ep 6 0 0 �� 15.1 .� EDGE ASPHALT il RN 230589 ` \ �� 8 .t 1 . �� a (/) _ O o IIIw D 12w �I ..,,, �\ �0-%� o 14 PLOWLINE CURB GUTTER 2 o _I a SURVEYOR'S CERTIFICATE I ��� Mason L. Torry, a P rofessional Land Surveyor registered under the laws of co �� ► �ik � ala / � the State of Colorado, do hereby certify that this topographic survey was U) LL �� a made by me and under my supervision, and that the survey is accurate andLo ��� o �� correct to the best of my knowledge. (v a -, a .,Ie � O II/` a Mason S Tarry i � _ �' ASPHALT No. Description Date 9A� �■� DRIVE Colorado P.L.S. 38233 S zi,„1/014thpi a �23°38'2 1�����i ri •a 3,, 770 � �� I a a Date: �� ' .���� ��� ' 1 11.5 LOT 3 1' a i 4,. .. 0' 10' 20' 30' �� Will! �a w SII „ i•`ga t vil tiat , ' o FND. P&C LS �1, �ki12s #2183 OS %• 13.0 1// 13.1 1. NI Project Number 000000 14.4 15.0 14.6 Date 3.21.2018 L V Q Drawn ByAuthor -0 a) 0 Topography Survey EXISTING CONDITION SURVEY o 71- 1" = 10'-0" © o_ A 0 0 1 N 66 O N co O N Scale 1" = 101-0" N M elt .174. JAM]'11Vj EXTERIOR PAVE STONE SPECIFICATION EXTERIOR NOTES (PER OWNER): DRB APPROVED MATERIAL NOMINAL DIMENSIONS 4/6/2018 12:00:00 LOCATION MANUFACTURER MODEL NAME PRODECT# COLOR PATTERN DESCRIPTION/ REMARKS AM TYPE DESCRIPTION (WIDTH HLENGTH xHEIGHT) LIGHTING - LED BOLLARDS WILL BE INSTALLED ALONG THE DRIVEWAY, TIED TO A DUSK ,,\ Nt. DRIVEWAY CONCRETE PAVESTONE PAVESTONE CITYLOCK SERIES 322 CHAGRCOAL STAGGERED http://www.pavestone.com/wp-content/uploads/C[tyLock-4x12-10cm.pdf 4"X16"X4" TO DAWN PHOTOEYE AND POWER SWITCH LOCATED ON THE EAST GARAGE WALL. '•�\,, RECESSED LIGHTS IN THE OVERHANG OVER THE GARAGE WILL BE PROVIDED, TIED TO CHARCOAL RANDOM THE SAME CIRCUIT AS THE BOLLARDS. \. -\, PATIO TERRACES CONCRETE PAVESTONE PAVESTONE CITYSTONE 12X24 6CM 384 http://www.pavestone.com/wp-content/uploads/CityStone-12x24-6cm.pdf 12"X 24"X 2.36" ` -\- � GREY RUNNER 13.z. -2_ �'• - ' EAST PATIO - EXISTING EXTERIOR SCONCE WILL BE REPLACED. ON co r11 -\--\, LIMIT OF DISTURBANCE ST P A TIO - EXI TIN XT - 10 ' SCOL. CE ILL BE REPLACED. ADDITIONAL LIGHTING '\,-\/�� FENCE SEE ALSO A01.117ek C 0 A # o ,•\S46-, RIGHT OF WAY NOTES PER TOWN OFVAIL: in..4' \-9\So, • A REVOCABLE ROW PERMIT WILL BE - ' - ', 1.11 .73 REQUIRED FOR ALL IMPROVEMENTS I ; 0 , o w j -\'-\,- WITHIN ROW (HEATED DRIVEWAY AND (n " co Ncr I •\-, 0 - ADDRESS MARKER. TO BE SUBMITTED _ __ �../.,.ko. �° .pt i \'-\, ^ G WHEN APPLYING FOR THE BUILDING PERMIT n 9 N REMOVABLE PLATE \- < FOR LED LIGHT ACCESS m / /, ' HEATED DRIVEWAY WITHIN TOWN ROW MUST �, ,� Lel �WNG-� BE ONASEPERATE ZONE AND MARKED AT THE 11'66? 1- �, ;� N��` CONTROL VALVE, TOV OR ROW Pr, 0 3N or - - a J-__ _. _ S 23°40'00. OTHER NOTES / 1/4" STEEL PLATE _Z`� /• ! 84,o ----- - -- W50 oo' LASER CUT NUMBERS o L.;j., POWDER COAT BLACK EUROSTILE-BOLD FONT a w -- TREES TO BE REMOVED FOR PATIO .4' '\ TERRACES AND FOR VIEW-LINE ADDRESS NUMBERS /e NOT TO EXCEED.5 SF -'' \ AREA , \ *BOULDER WALLS NOT TO EXCEED 3' �- __ \! IN HEIGHT oo I ---__- 8460 *NEW TREES: (5) 31-12'-16' 1 E (A 1 ----- ------ EVERGREEN cc` -, (6) 5-63" CAL. 04'°$ o N Tr.) ASPENS ----------------------- NN Z rf:4.....-4 \-- Z �. r EXTERIOR LIGHTING FIXTURES: • �1 ` FRONT wmiiiiis LOT PERMITS 22 FIXTURES I \ \� CD 1/4" L-ANGLE STEEL 1' -6" PLATES WELDED TO LINE OF REMOVABLE I a r *DEMO REAR GUTTERS STEEL SURROUND -\, - \ PLATE ABOVE 8450 ' �� *DEMO EXISTING SPA - FILL & REPAIR ► d ° a- , a ., ��‘ _�1._ \ PATIO CONCRETE TAPCON __ 450 ----------------------------- i�- 8 \ SCREW I- Ill 4 a - Airrot1z /o� \+ limitiw ,'oa� 0 SONOTUBE CONCRETE �� ` .,...:a N FORM To Opik$WW TOP i o �N -�y�� + ',N, ADDRESS MARKER (!) m O k \ gr,' A. Co 1 N .�` i N N Q � , T . m ' �-�;?.+e4��y,�, li '' fn (V. �� 8440 I -rk l 111111 45' 1111 ,a1101111111111 �'�'i' ��� ���� FLUSH CONCRETE CURB, N I 1� � „nan Q� DRI R ©6% STRUCTURAL ENGINEER 8440 s �'� %i6:� ' � �y� . 04•111111111 ' aQ��, r►� G�%;Nvie��� = G DRIVEWAY SLOPEU kli -40-A , ,c,\ . I I A 102 _, _/� _,. - '���~ �1�itA , (� I � •i�ti� � �s � ���I ll�i��lll�l �������t 4,� PAVERS Q �� a ' a ° REMOVEG`���I,',!�v , ��� 6� o o r��� Y A V ERI FY RAISED ARE 11111W1 /'�t�����i► is ��� ��� ��0 2" SAND BED W/HEAT TUBING 2 0 X43 // Imo/ '"TRE\ v� � I�z , • , . 111 1 �1 '0 A8436• \ �OMATCH EXISTINN ����\��I/',�,,�,, I �, � *44ft, � 444‘, � Ol �. I ►° FILTER FABRIC z 12 1, i SITE COVERAGE : VERA E : N CHANGE- - 4 ♦ 44*e' • S C0 G 0 v G SLOPE - - - - 4" SCREENED ROCK OWNER TO REM i�• „, i) •.„ �-„ �.��,34IIIiiiiiih. r ., /` R. IR ►" 1/4”PE- T ilk\, 1 ° �� 411.4r . LL I-1-1 LLH Lr -) 4 �'\ .� EXISTING HOT TU.. _�_�L. 3"ASPHALn a) T %�_.,! ir,,,4:4::'v*:=. ������ -A FLOOR ����, 8432 �� �IL.......... .1*P -of7 � ��i> � ' �� :, ���I/�� ° 4" ROAD BASE0 00 - �{ 84 . TQC/ , COMPACTED FILLEt I. U) i HOT /� /�i,►.'eV* � _--3i �.— 8,423' 3 1/2' 1 - II ��� /-- �— i� =— ` -= 842. W \� �N amu\ ii :�`,�i\ .�� �'� /// /j 4 O.S.GARAG •.,; .>�9 '✓� �� �_. =16-1------N,, D / MOV .ce W ���� �� ��. �- �� Ail-MINIWWWISVAI�■ '— _ /� , ' \� � � DRIVEWAY CROSS SECTION U) in i . vim' Idl =__ . // �4. OV • ►�► ►®® ►� ■6-�� O' pu.a 8,42 '-3 1/2 ��i jlh- CO .,��� , ♦ ��, 11!. ����► �_ ►►��I� III ��� ff LL �� ,� D e > • "� iuD D 8430 �� R E i �� ►:1:1 --= E ., °v�� ���� ELECTRICAL TRENCH ► ► 1 �.��� i I ) k, 11� , ►►, ►►► � ,���/e, , \ � 8426, BO• ►►► �►► �, \ - 2 DRIVEWAY CURB 2 V) OU LET a ►► .� ►�� - / .. REMO II / BUILDING FOOTPRINT ►, ���►►� ►► •� $42 - N� �� -/1 �� -PIED VERIFY EXISTIN �,�„ � �WI (WF' I� TRE;.:, .®a •UL�IDATIONFO- ' ►►►_►►, t G ��/■G �p ►►,►' -a I \ 1" - 1' 0" � REMOV� - G■e- �-- ! � ,. �� � �� N ' I :—� . �ii��■ ` ANTER WAL ��■� .n ■ � ��\��►� � , \ �c9 °A8-41-6-1---------___ 1� _ INTRE • - 'i 1, ��� `_1 r T' ,\1� ►►�mo issi j� ►►►� ►►� ,�\ ��l///III\ , ., . �� ,= ` :,-� % ►- I 1!L� —.•� ®- ►►• - ► s�2 0�S .� � = '' 46-: REMO ! OV y - DR V EWA ,,� DRIV EWA DRIVE0 �N P ' �t� 0 �� g�—� �� /'�1�� - --- �_ i� ■ - ►► ►', RNA E►, i g�2 FILTER FABRIC TOea C TRE+ TRE040.11 o ` 0 0k� .`��- vEE 6/0 'LOP i►► 6/o SLOP '►6/o SLO- 6°�° g�OP ►,►1 ����,_� ' No. Description Date !I �- �� os 1��� — `.1� , i C ..11Iii �► ►► ► ►►►► ►►�, ►�I► ► ►1� \ COVER THE DRAIN 4" CONCRETE PAVERS1Revision13.21.2018 MO \�o, . C T i,._�_ fl � ����.R pLANTERWA��� �� ,►►, �' ' ►, _ ►► ►, r ` ------8424'w -° II „ SI S� -9A ... :. .a OC _,���► , ' e. '►►►►�� ,►, r 1 �I►►►► ` BOND SAND 1 -- I `'1 1�►,► ►►� 11�, r- ► ►►►,► �� 1:: CONCRETE HEADER MIN ,< ,� 1�� ► ► ► r` 6 CONCRETE I ��, © _ ,►►► ►►►�_ ,►►► ` J, ®►►► �`/�► ►,� ' ■, ?, �. 6X12 WITH CONSTRUCTION426 _ 'i qT / ��.!* ,i A ,►`��►�►, ►�� ►.� - �� 8N �\ ���� 422 CURB2 BEDDING SAND WITH I 01 1 ' - ► ► 1 ►►���i►►I - ���,► ►�► �� '.�.,rr,' _18„� (COLD) JOINTS EVERY 5 FT SNOWMELT 42� �a,oaPik �� ,��►�� ►►►► ► ► ° n ��-��►► ►®►► ► . .►�' - �� ,,.��. ,,. �Ir� r■11111 ► IS►►► ��,��' �i►`�► 8420I �.,►m...� ' �, /�I ®►►�► ►►�- 11 /°oto_�■� '� ►►► ►�� ��� ►�1 - \��,� ,��-. ;.■�.�� �� �' ��- ��;,�j/��� FILTER FABRIC, MIRAFI !:�22 � TV ��������\�� ��►®®► ►►►�,�� ► � ��,.►►►►► ��®�►�►►►�,�1 ��►►►������r►►��►���� „ ��� ►� �- 8418, i �'�►�' - �rr �� RW601060044#1101►�►� � � ���I�� ���� ��- ��►� 1� --=-4P‘1011/1111:''71: \ 140N OR EQUIVALENT :as ♦ ,, �,.{�L,o�..i 5 E ►� - ►►►►1� _ 01412 - 8420 31: _ ANY ,,���- �. �I® ► San .111401111t ►► S _ - - -- ' � �� i�SII \���,�� �''` - �- �- .. � ► � � ► � a __. .,42� � (-63.) - � � � ►'i .i w DRAINAGEMATDRAIN,������ "'� �� ®�► ������ � �� �%��� ►► �� � �� �� � 421'�� � _ p� 6>� �,� ��\v�:� ixa���`���.��►%�� � � � � � � 74114 ��`� . - - ������riati.toogirgo�►r1.4.y �ugi — �r�� inir .�,� ., ,. .�t� ___ .ii J r °;�e'�� 1a���� 84 6 ° . \ � J-DRAIN OR MIRADRAIN 2 • ► --- _ 9000 AGAINST THE `,,►►►►►►► ►�� I ►►►►►►►, ►►►,, • • v� ---- A01 Sim ��: � d • - �� ►►► 11% ►1 ►► U'■' SEB _• $, ---------- 8416' �� g "�,� \ ° UPHILL SIDE OF T H E Al; ►►,® ` ►►►►►,,� \►►►►► ►®1, w E « % — _ x/111� — CEEp 1 --- O �\ ���/��' ►,►®®',, ► ®®►► ►,►11►►® fiN X ��„ ------------ ���IIII � \ A� ° : ODOWN -� ►►►►►► ►� a,,• ►►►11► ,o►►' TOSr� U/ ' --------- -1....,111// - O HEADER E R TO DRAIN ��� H ----- ��O ° ° ° �� GRADE e IP 4 41111114111 J��/,'' SIMoseilusitigintoosts* 4111f 6" CO NC R ET ��� MISINIEffil di_ 0 �� 4” DRAIN AGGREGATE DocD c_Do ►►��►►►�000 11110111®►►►►�0REMovE CURB A 111///A ----_- .___-- --- I �� O ' a ba CLEAN CRUSH ROCK Ai ►®►O small” ��i �� ���LIGHTED ETRE ®►►►,► �/ ►►► . N • ADDRESS / 84�0 )- ���'' tab► ,20 '► 11!--- IIIIIIM,Ba , - ASPHALT ►�►',•, ►►,►►� 111,\ 8410 rN °° ° , O AgOidProject Number 600066 s I�/►�►®► ►► / ►►- � E 5 ► ►_ MIRAFI 500X GEOTEXTILE ►►► r ►►- o # m ' .� ►►►® �/►►► ,►� - /,, ° ����- Date ►lien��►�►►A.4-- ► 0► 3 21 2018 ■li►►►►, ,�►►, ROAD CU- c•_� ��� �� o �' IMPROVED SUBGRADE ----------------- _ `� �� ReVOC- • e Ig O ay - gel; o .'_ '• " - . . -i •� •- Drawn By — �� — �� k __ _ . _ . .t."IP. MINIMUM OF #4 BAR CENTERED JNS 0 = addresss . �,� IN THE BOTTOM THIRD OF THE © o - , • - • • .ver etc. equl - • . w TWO PROPOSED SITE A01 N NOCHES A OV ETRE BOTTOM Budding Permlt aroval. o o 8400 PLAN N _- _ COMPACTED AGGREGATE BASE ) 11 a o o m "' o CLASS 6 ROAD BASE O CG BUFFEHR CREEK o N w o a o ��' CONCRETE BAR DETAIL @ DRIVEWAY AO 1 . (..,) 0 PROPOSED SITE PLAN �� DRIVE �o' Row m � �' ' N al 2 m 7 0 �� w 4 — NOT TO SCALEO N o c. co 1/ Scale `V �, As indicated M 44;ANC"Ple. . 16 la x j la 11:115 OD DRB APPROVED 21 ,6 9 8 SF SITE AREA 4"6,2°,8,z:°°:°° AM �y� DISTURBED SITE = 16 .4% 0-y 3,550 SF \__ , \ / 0 X4$0 o Soo - 9yso, LIMIT OF DISTURBANCE c• 40. � rri -- -73 FENCE ." KY , ; k. I. N?vil ���N rCa � - - 01 CP 0'o 0 0, 4. I y CI CP r m 0. b AR Nm f _- 2 S23°40`OO" ' • , co 2 gi° - 50.00 I=I L,Fry allW ▪ — J O = O — O -- . G Z J - i V - __ 8460 ---------- Allill _ - ____--- cP N �� rni,.'AS i /),/ _____ ....‘ --JI _____to:_citip:_rola. t ______7 v N • --\-----------70: �� :-I') r 0 EiI •Nmw__....._.._......._....„_._------- Z. w \ 0 \ o r • w $4 \ c r441 _—: 0 17Zy ��� X11►` \_, \ ' \\ :01, zol � O ------ -r N -- reg. 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'9q 2 REM W p,11 LO DCI �` �`A k PLANTER V Vo o I� r` 8424 cr , � s422, No. Description Date 6 - El\.: / 41.1p YlikIli EXISTING DR -WAY AZA � ��►�� �VE� 63 PROPOSED DRIVEWAY ADD '•N (430 SF) / --8420— ,, 2 $ 2 '� / 8418, �" �� N 9859'15" E f� oWMELTEo rE �� 8420' — � — _ —_ — - _ 4��• S REG - - N ED p,GG A ® v:. 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