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HomeMy WebLinkAboutFile Documents.110 Coach Rd.0079.2018 (16).ARBK Z O . N E BAR X RESIDENCE .. , ,_. ACC FINAL SITE PLAN REVIEW ARCHITECTS LLC. P.O. BOX 2508 SHEET INDEX PROJECT DATA WWWZO E4ARCHHITN CO BE TS..0 61M ARCHITECTURAL DRAWIN91 PARCEL ID NUMBER: 273502303007 A000 COVER SHEET SITE SURVEY ZONING: PD PI A101 SITTES PLAN SITE AREA: 155,641 S.F./3.573 ACRES A102 SNOWMELT PLANS BLDG USE: SINGLE-FAMILY RESIDENTIAL A103a SITE SECTION A103b SITE SECTIONS OCC.GROUP: RESIDENTIAL GROUP R-3 CIVIL ENGINEERING CONST.TYPE: V-B C.0.01 COVER CLIMATE ZONE: 7 C.1.0 GENERAL NOTES C.1.02 EXISTING CONDITIONS BLDG.CODE: CITY OF ASPEN LAND USE/IRC 2015 C.1.03 SITE OVERVIEW FIRE SPRINKLERS: REQUIRED w C.1.04 MAJOR DRAINAGE BASINS U C.1.05 SUB-BASIN DRAINAGE LEGAL DESC'N: REFER TO SURVEY C.1.06 GRADING p C.1.07 DRIVEWAY P&P 'a C.1.08 DRIVEWAY DRAINAGE SYSTEM III o C.1.09 NORTH STORM SYSTEM E C.1.10 NORTH STORM SYSTEM PROJECT DIRECTORY U LANDSCAPE L L.COVER LANDSCAPE COVER OYSTER SHORES LLC I OWNER L.0.01 LANDSCAPE NOTES CONTACT: Architect Z - L.2.01 TREE MITIGATION AND PRESERVATION PLAN L.2.03 LAYOUT PLAN L.2.03 MATERIALS PLAN ZONE 4 ARCHITECTS,LLC I ARCHITECT L.2.04 PLANTING PLAN PO BOX 2508 III5 L.5.01 DETAILS ASPEN,CO 81612 CI ARCHITECTURAL DRAWINGS OFFICE PHONE: 970.429.8470 0 Q A200a FAR OFFICE FAX: EMAIL A200b FAR WALL AREA CONTACT: jeff@zone4architects.com 0 1— A200c FAR[ADU] N r A201 GRID LAYOUT //� Y• (Q A202 HEIGHTS OVER TOPOGRAPHY ***GENERAL CONTRACTOR*** V♦ ADDRESS I A203 HEIGHTS SECTION CITY W SCOPE OF WORK: A204 BUILDING GROSS AREA U y NEW CONSTRUCTION OF SINGLE-FAMILY RESIDENCE INCLUDING LOWER(BELOW GRADE),ENTRY,AND UPPER LEVELS.NEW CONSTRUCTION OF ACCESSORY DWELLING UNIT(ADU) A300a CRAWLSPACE PLAN EAST PHONE 0 5 INCLUDING LOWER STORAGE AND CRAWLSPACE(BELOW GRADE)AND ENTRY LEVEL. A300b CRAWLSPACE PLAN WEST CONTACT 0 V ARCHITECTURAL A301a LOWER LEVEL FLOOR PLAN EAST MECHANICAL A802 DOOR SCHEDULE A301b LOWER LEVEL FLOOR PLAN WEST EVOLVE STRUCTURAL DESIGN I STRUCTURAL ENGINEER " MECHANICAL COVER SHEET M000 A803 WINDOW DETAILS A302a MAIN LEVEL FLOOR PLAN EAST 1040 Main Street V - MECHANICAL ZONING PLAN M001 A804 DOOR DETAILS A302b MAIN LEVEL FLOOR PLAN WEST Carbondal,CO 18623 ZLi MECHANICAL SCHEDULES M700 A9018 LOWER LEVEL RCP EAST A303a UPPER LEVEL PLAN EAST N WTJ PHONE: 970.510.0773 MECHANICAL SCHEDULES M101 A901b LOWER LEVEL RCP WEST A303b UPPER LEVEL FLOOR PLAN I WEST \/ CRAWLSPACE MECHANICAL PLAN EAST M200a A902a ENTRY LEVEL RCP EAST A304e ROOF PLAN I EAST CONTACT: Steve Edmiston I/\ 66 CRAWLSPACE MECHANICAL PLAN WEST M200b A902b ENTRY LEVEL RCP WEST A304b ROOF PLAN I WEST (n LOWER LEVEL MECHANICAL PLAN EAST M201a A903 UPPER LEVEL RCP A305a ADU I FLOOR PLANS RADER ENGINEERING,INC I MECHANICAL ENGINEER T _ LOWER LEVEL MECHANICAL PLAN WEST M201b A904 ADU I REFLECTED CEILING PLAN A305b ADU I ROOF PLAN PO Box 8610 O Q MAIN LEVEL MECHANICAL PLAN EAST M202e A401a ELEVATIONS Avon,CO 81620 MAIN LEVEL MECHANICAL PLAN WEST M202b A401b ELEVATIONS PHONE: 970.845.7910 Ce UPPER LEVEL MECHANICAL PLAN EAST M203e A402 ELEVATIONS r UPPER LEVEL MECHANICAL PLAN WEST M203b CONTACT: Jeff Herschel ADU MECHANICAL PLAN M204 A403e ELEVATIONS A403b ELEVATIONS 186 LIGHTING DESIGN GROUP I LIGHTING DESIGNER - LIGHTING STRUCTURAL A404 ELEVATIONS 1200 Bannock Street LEGEND AND GENERAL NOTES LIGHT.0.001 GENERAL STRUCTURAL NOTES S0.001FOUNDATION PLAN-EAST S2.010 A405 HIDDEN ELEVATIONS Denver,CO 80204 - LOWER LEVEL EXTERIOR LIGHTING PLAN LIGHT.2.001 FOUNDATION PLAN WEST S2.011 A406 ADU ELEVATIONS2. MAIN LEVEL EXTERIOR LIGHTING PLAN LIGHT.2.002A407 ADU ELEVATIONS PHONE: 303.534.5350 0 UPPER LEVEL EXTERIOR LIGHTING PLAN LIGHT.2.003 LOWER LEVEL FRAMING PLAN-EAST 52.020 CONTACT: Greggackell a LANDSCAPE EXTERIOR LIGHTING PLAN LIGHT.2.004 LOWER LEVEL FRAMING PLAN-WEST S2.021 A501 SECTION gg " MAIN FLOOR FRAMING PLAN-EAST S2.030 A502 SECTION g ROARING FORK ENGINEERING,INC CIVIL ENGINEER LANDSCAPE EXTERIOR LIGHTING PLAN LIGHT.2.005 MAIN FLOOR FRAMING PLAN-WEST S2.031 A503 SECTION UPPER FLOOR+LOWER FLOOR FRAMING PLAN-EAST S2.040 A504 SECTION 592 Highway 133 — 6 UPPER FLOOR+LOWER FLOOR FRAMING PLAN-WEST S2.041 A505 SECTION Carbondale,CO 81623 UPPER ROOF FRAMING PLAN S2.050 A506 SECTION PHONE: 970.340.4130 - ADU FOUNDATION PLAN S2.060 A601 DETAILS " ADU MAIN LEVEL FRAMING PLAN S2.061 A602 DETAILS CONTACT: Tyler Stevens € ADU ROOF FRAMING PLAN S2.062 g603 DETAILS A603 DETAILS CONNECT 1 DESIGN I LANDSCAPE ARCHITECT o A701 STAIR PLANS,SECTIONS,&ELEVATIONS 0123 Emma Road,Suite 200A A702 STAIR PLANS,SECTIONS,&ELEVATIONS Basalt,CO 81621 0 A703 STAIR PLANS,SECTIONS,&ELEVATIONS PHONE: 970.355.5457 S A704 FIREPLACE PLAN,SECT.&ELEVATIONS CONTACT: Gyles Thornely 1 A801 WINDOW SCHEDULE VICINITY MAP SYMBOL LEGEND ABBREVIATIONS GENERAL NOTES BY REVISIONS DATE ACCFINALSITE d !\—sx ErxuMWADER GRID LINE THE AIA DOCUMENT 201,"GENERAL CONDITIONS OF THE CONTRACT CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. Z4A 02.28.2018 p0 (U,Y/� PLAN REVIEW ELEVATION MARKER FOR CONSTRUCTION",1987,ARE HEREBY MADE A PART REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ao AAD Attic Access Door GALV esec,Galvanized RS Rough Sawn ADD Addendum GC General Contractor RW Roof window OF THESE CONTRACT DOCUMENTS.COPIES ARE ON FILE AND ARE ADEQUATE TIME AS NOT TO DELAY WORK IN PROGRESS. BREAK LINE ADJ Adlaoeo GL Glass RO Rough Opening AVAILABLE FOR INSPECTION AT THE OFFICES OF THE ARCHITECT. ' AOR Area of Refuge GR Grade SAN Santa F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR SECTION NUMBER MATCH LINE OVA Aggregate GLD Laminated wood Beam SECT SectionTHE CONTRACT DOCUMENTS CONSIST OF THEAGREEMENT,THE HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE 3u PROJECT 517Elio AFF Above Finished Floor GYP Gypeum VOW GENERAL NOTES,THE SPECIFICATIONS,AND THE DRAWINGS,WHICH ALT Alcemate GWB Gypsum Wallboard SHT sheet DOCUMENTS.REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE exEEr..A. SECTION MARKER ARE COOPERATIVE AND CONTINUOUS.WORK INDICATED OR "_ II 9 -- _ a ARCH Arohi cwral H.B. Hose Bib sxw Shelves WORK IS BEGUN,AND WORK SHALL CONFORM TO THE REVIEWED REVISION BM Beam How Hardware SIM Similar REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL Mn^^o { 51P4E aoo F o BRG Bearing HD Head SL Sliding BE SUPPLIED AS THOUGH FULLY COVERED IN ALL.ANY SHOP DRAWINGS,SUBJECT TO REPLACEMENT AS REQUIRED IN 3b BET Between HVAC Heating Ventilating, SM PARAGRAPH E,ABOVE. 8 1 OCTAL NUMBER BD Board and ar Conditioning s0C Sound Transasslon Cuss DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE €9 BS Both sides HT Height S.r.D. Sope To Dan REPORTED TO THE ARCHITECT IMMEDIATELY. G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR ° W f-sneer NUMBER DETAIL CUT LOCATON BO Bottom Of HWY Highway SPEC Drawn by: Z4A w (' �"'^." SPOT ELEVATION spedaoaro" ELEVATION BLDG Bmmmg HOR Hpri:pmal so Square ALL WORK SHALL COMPLY WITH ALL STATEAND LOCAL CODES WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE a9 ^ AL Cabinet lO inside Diameter STD smnaard AND ORDINANCES,AND SHALL BE PERFORMED TO THE HIGHEST UNIFORM BUILDING CODE OR ANY LOCAL CODE OR "'" cL cenferime INr Imerlor sit steel ORDINANCE. Date: 2/28/2018 1DD DOOR MARK VET Coremm Jr Laminate STRucr Stmctore lap STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE p2 I DETAIL cLR near AM emmata sue sub nw a APPROPRIATE TRADES.GENERALLY,ALL MATERIALS TO BE INSTALLED H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND [1 "` „ ® I I CLOS closet LAV Lavatory SAPPL supplemeot(a;) Scale: AS NOTED o6 l� crau Concrete Masonry Unb MFG Manufaawer 00SF Suspend led) IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,UNLESS CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION,FOR ° AOL Commit COMasonry TEL Teleplwne OTHERWISE REGULATED OR SPECIFIED BY ARCHITECT 1 / A WINDOW MARK COMPLIANCE WITH FEDERAL AND STATE O.S.H.A.REGULATIONS, " CONC Concrete MTL It TV Teleye,ed �C q """O''"'" Tempered OR GOVERNING BODIES AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED 96 W al Consimctlm Joint MAX Maximum TEMP -" sEctro"xuweEa INTERIOR ELEVATION CONE Continuous Mc Medicine Cabinet IE That is THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, COMPLETED TO THE OWNER. "o X ""' '"O I 03 CO of sxaarxumasn MARKER ROOM NAME OP Dampreofing MECH Mechanical THE Thicko ROOM NAME AND NUMBER DET Detail MIN TPH Toilet Paper Holder MATERIALS,EQUIPMENT AND SERVICES REQUIRED TO COMPLETE I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED. _ 02 101 DIA Diameter Mlsc Contract TOO Tounge and Groove ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF DIMENSIONS NOTED WITH"N.T.S."DENOTES NOT TO SCALE. ° DIM Dimension NIC TSB Topand Bottom �� DW Dishwasher NA NotAppllicable To TOP OfTHE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT DRAWINGS NOT TO BE SCALED,NOTIFY ARCHITECT OF ANY CONFLICTS o' 5 - DN Down NTS Not to Scala a ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION OR OMISSIONS DR Dram oc On center TS Tube steel ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE s� OS Downspout OPG opening TOP Typical J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS o m DRWG Drawing OPP opposite uG underground RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR m (. IEI Etlsting APH oTHROUGH FLOORS,CEILINGS,AND WALLS WITH ALL ARCHITECTURAL, .a Opposite Hand U.N.O. Unless Noted Otherwise O €� EL Elevation OD Outside Diameter UNFIN unfinished DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY STRUCTURAL,MECHANICAL,PLUMBING AND ELECTRICAL DRAWINGS. m1.4 c EA Equal d Penny roans,et.) USG United talesBuildingG Code EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. rnTA . EXIST Existing PERF ated Id) USG United States Gage K. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING 21 = EJ PFSM v ads Sheet VAR variable ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED COVER SHEET Expansion Joint COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. EXi Exterior PL Plate�sn VENT vendlato OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE aw N FEA F.Extinguisher Cabinet PLY Ply.. VIF Vent'In Field PRESENTED TO THE ARCHITECT FOR REVIEW.THE CONTRACTOR L. REFER TO ARCHITECT FOR HEAVY TIMBER(H.T.)FINISH. yE Fa.ct FOC Fa Al Concrete PROD Product VERT al F3 N FOS Face Of Stud PROD Proiect VAT Vinyl Asbestos Tile SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. M.HATCHES LOCATED ON ELEVATIONS,SECTIONS,ETC.,ARE FOR 6U FIN Finish PROP Property WRB Weather Resistive Barrier AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT ILLUSTRATION PURPOSES ONLY IN ORDER TO DEPICT LOCATIONS TO FP Fireproof R Radius or Rider WC Water Closet /`�` __ to O FL Floor REF Refer WP Wate,pro.ingl BEFORE THE WORK IS PERFORMED.WORK MUST CONFORM TO THE RECEIVE THESE MATERIALS.IT DOES NOT REPERSENT LAYUP METHOD AO O p�CEI ED FD Floor Drain REFR Refrigerator WPM Waterproofing Membrane REVIEWED SAMPLES.ANY WORK WHICH DOES NOT CONFORM SHALL RELATED TO AESTHETICS,SPECIES,ETC.G.C.TO CONSTRUCT MOCK-UP RL Frc Faodng SEINE Reinforce fa) WIN Window FOR FINAL APPROVAL BY OWNER&ARCHITECT PRIOR TO INSTALLATION. FDN Fountlalion READ Required WI With(comb.form) BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE9, 00 GA Guage RHSM Round Head Sheet Metal Screw WI0 Without REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL ry w Plotted On: v28/2 o'A I14�"019 RM Room O wood CONTRACTOR'S EXPENSE.SUBCONTRACTORS SHALL SUBMIT 2 4o ASPEN BUILDING DEPARTMENT IMPROVEMENT SURVEY PLAT OF: LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST . OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 3 \ 1 PROPERTY DESCRIPTIONS, BOUNDARY DIMENSIONS AND RECORD EASEMENTS PITKIN ` COUNTY �- r , A '. '"�° � ,: 1 � AIRPORT i - I,.,, BURLINGAME Ii � \ 4s+h // TAGS ROAD LOT 7 \\ c&\ •\ X \ RANCH PU /SUBDIVISION . 1 '�9 LOTS CENTERLINE 30'WIDE__' ��? \ LSu#28643ND 60'WITNESS COR R • y 1 \ \ \ SEWER EASEMENT �' 88°20'47" 199.84' \ W REC.#563654,#563657 pROJECT�EARING-•SE ` d \\2\\ `=._ 92.30' �N '''' 19� -�. /m n�1xU �00 �1 ya / A ..� ��� ��,.� m � I �Oti SITE STAGE ROAD. \ \ s "W .°y° •p3'� ..:_ + ... 4'Wig: (TIE) B) -" On , �, \.,/\ o \ \• �9' CHIP PATH �N Oi°01'18"W it I \ 6qy: ,i LOT 7 89.80� / PAT OF I -�'STAGE ROAD \\`� \\" 6 01 A^�p1 \ STAGE AD PUD/SUBDIVOIS ON N 90°00'00"E 88.15' o l y ISTAGE ROAD 1 y�`�OQ • O -\ \ / / \ SUBDIVISION / Ill ? \ • REC.#567998 */ / qm ,I BOUNDARY -- -- -- w \\ g56N s VACANT LAND a/ • /, "\ I / V t�- u,9° 155,641 sq.H.x A, / \� ' w ;: �ssb 3.673 aafes3 !�/ / / "�.,. ,LF<urt.,E i •' UTILI Y EASEMENT o, / \ `lL` y���>• REC.#532127,#536439,#563657 `-,/ / / • y MAROON CREEK �' _ ) / p��; (SEE DETAIL#2) s / / t / � ' EN E20' `�E I / y • ,• CLUB - \ / /.t �'•.INAc > EME � • y. ( �\ \• � \ 12.0'71°03�9"E 53.60'4 • 82 �YYY� /g^ I ASPEN m^yam r�,\ �Q7 /S / ° N LINE 20 V • .'Y C / SF° R A$$EME ° �C �v � y /; BK24 "G.741 AND7 d _ • ,.�/' SuKll Lon I \ VICINITY MAP \ - • big; BUILDING ENVELOPE / AGRICULTURAL ACCESS AND UTILITY w / / I SCALE:1"=2000' �� CONSERVATION - EASEMENT 21,891 sq.R.3 • c � 0502west / �V \ \� PROPERTY DESCRIPTION %�, EASEMENT , REC.#563657 REC.#515869 \ a S N 18°31'37"E / / y LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION,ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 7 2005 IN SITE ACCESS MAP (HATCHED) NI 23.11 7�-p% I r` 9 / \ I MAROON PLAT BOOK 75 AT PAGE 32 AS RECEPTION NO.515869 AND THE FIRST SUPPLEMENT TO THE FINAL PLAT RECORDED OCTOBER 15,2009 SCALE:1°=500' P °' ' \ J®, l J'. CREEK \ IN PLAT BOOK 92 AT PAGE 1 AS RECEPTION NO.563657 AND THE FIRST AMENDED PLAT OF LOT 7,RECORDED MARCH 26,20101N PLAT \` `A 'L/, E1) .672 ` BOOK 93 AT PAGE 63 UNDER RECEPTION NO.567998 OF THE PITKIN COUNTY,COLORADO RECORDS �� \� \ R=180.00 *.1, , /,, //�i \ o � � \V CITY OF ASPEN �4' Safi, \ oo1 1,145.30' I. Nap,. <, \ \ I COUNTY OF PITKIN �Y "'\ , \ .\ "\ T=76.87 `�� 3B' /, �1/ a �' \4 46°15'02" I_ 1Z90' 71'�i /,' o� \ \ STATE OF COLORADO \\ DRAINAGE �AV \\ CH=S43°42'21"E 141.39' '� ST �e .N.?/ \ ., m I I EASEMENT c, A 1� //- - \ I SURVEY NOTES ACCESS AND /A �. �� w `' •/ \,.r -is \� I UTILITY EASEMENT ' A -"-� \\\�, / j/ • \� I 1) DATE OF FIELD WORK: APRIL•JUNE 2009;UPDATED-SEPTEMBER 2014-TOPOGRAPHY;UPDATED-OCTOBER 2015-TOP OF d / \. / 2 \ ` \ I N �/ CENTERLINE 20'WIDE \ ) SLOPE AND TREE SURVEY;UPDATED JULY 2017-VERIFY BOUNDARY MONUMENTS AND IMPROVEMENTS. �' ,,;_,° R 150.00', co •%/; DRAINAGE EASEMENT \ F". �` j / ,, L 105.24' \� � �/, REC.#563657 I 2) DATE OF PREPARATION:NOVEMBER 2017 �A �' / �;a, T-54.89 ,� �`i (2 ;� /.' .�.� MAROON CREEK CANYON ) �.ayte� \ / j / 0=40°11'S9" 4c ;°- ��"% i \�•`. CONSERVATION EASEMENT ' 3) BASIS OF OF BEARING:A BEARING OF N 38°0544"W BETWEEN THE FOUND NGS STATIONS S459 AND Q-159 PER THE 2009 CITY /CS % p o CH=S44°21 12 E 103.10' b \ ��/C F REC.#563657 �e > s \ (UTILITY EASE ENT OF ASPENIMARCIN CONTROL SURVEY(REV.2010)WHICH ESTABLISHED A PROJECT BEARING BASE OF N 86°20'47"E ALONG THE ,��` \`�bg, g°j LOT 7 1 p- J Y/,0���� REC.#532127, 36439,#563657 \ (HATCHEDj' NORTHERLY BOUNDARY LINE OF LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION,AS SHOWN ON THIS SHEET. A.` \ (SEE DETAIL#1) I / \2 /a@' "D� % k EC2( \ o FOUN 1T WITNESS CORNER ( ) 4�9 P BRIDGE \ I_ ( 4) BASIS OF SURVEY:THE RECORDED PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION RECEPTION NO.515869, �'' DETAIL#� i \ 0 „u'C3v.9 z. \ POND /CENTERLINE 20'WIDE L S#2 3 THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION(RECEPTION N0. SCALE:1"=10' N�°9�b\�� • / SEWER EASEMENT \ ' 563657),THE FIRST AMENDED FINAL PLAT OF LOT 7,STAGE ROAD PLANNED UNIT OEVELOPMENTISUBDIVSION(RECEPTION N0. ,� °,/9 ^ 30 „w \ \ `� BK.244 PG.740 AND 742 , \\ ) 567998),VARIOUS DOCUMENTS OF RECORD AND THE FOUND SURVEY MONUMENTS,AS SHOWN. • b \ f3N I y �' -" ' \ I / 5) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING,LLC(SE)TO DETERMINE OWNERSHIP OR -• LeoASEMENTS OF RECORD.FOR ALL INFORMATION REGARDING EASEMENTS,RIGHTS-OF-WAY AND/OR TITLE OF RECORD,SE FOUND P.K.PKNAIL�NDA / 'I'S„ `O°j ' SHINER, �\ ��,\ \ / \ / / RELIED UPON THE CERTIFICATE OF OWNERSHIP LETTER SENT TO THE CITY OF ASPEN PREPARED BY CURTIS SANDERS(DATED / \ j %/ �60 „ry s L.S.#28643HIKER "• `� DECEMBER 4,2017)VARIOUS DOCUMENTS AND PLATS OF RECORD AS SHOWN IN THE SOURCE DOCUMENTS HEREON. ACCESS AND ,; � - / `�4L 5 "' / UTILITY EASEMENT j so 10'WIDE ELECTRIC A� \ '< \ 6) ® INDICATES FOUND OR SET REBAR AND PLASTIC CAP STAMPED L.S.#28643,UNLESS OTHERWISE NOTED. �„ /� !Ot / % ��` EASEMENT CENTERED OVER �`\, R / 11 4 y \ j \ AS-BUILT ELECTRIC LINE \ I 7) THE UNDERGROUND UTILITIES,SHOWN HEREON,WERE PROVIDED TO SE BY AUSTIN LAWRENCE PARTNERS.NO UNDERGROUND �,_p, /' N9 ��$ •/ REC.#536439 / - T ' O j a 'o / • L=11 ` \\ / ) UTILITY LOCATES WERE COMPLETED BY SE FOR THIS SURVEY ' $\ ' UTILITY « R=101.2, / 0.^ \ / I 8) A VIEW PLANE RESTRICTION IS IMPOSED ON LOT 7,STAGE ROAD PUD/SUBDIVISION,ASSET FORTH ON SHEET 14 OF THE FIRST EASEMENT LOT Ft D=65°4801fi t ECi ``` "\ / / SUPPLEMENT TO THE FINAL PLAT THEREOF.NO ROOMS,DECKS OR LIGHTING CONSTRUCTED ON THESE LOTS SHALL EXTEND eye\ Aq, T-65.48( ,iiili\ `���iii / / ABOVE THE HEIGHT OF THE VIEW LINE SET FORTH ON SHEET 14 OF SAID FINAL PLAT.PRIOR TO CONSTRUCTION ON ANY SUCH N31°36'26"W 109.95' \ / / LOT,A SITE SPECIFIC ANALYSIS BY A CERTIFIED SURVEYOR OR ENGINEER SHALL BE PROVIDED TO THE CITY OF ASPEN � �� L=2 4§1 - \ / BUILDING DEPARTMENT CERTIFYING THAT THE PROPOSED CONSTRUCTION OF ROOMS,DECKS OR LIGHTING DOES NOT EXTEND 'Yb�•�� DR426��0� _ 44 10 / `s\ / ABOVE THE VIEW LINE ESTABLISHED FOR SUCH LOT. DETAIL#2 T=10.I I N 80°4824"y(` 9) SEE SHEETS 15,16AND 17 OF THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PUD/SUBDVISION FOR ALL MATTERS SCALE:1'=10' NO3°36'S8"E 21 5 / REGARDING THE LOCATION,USE AND MAINTENANCE OF IRRIGATION,LANDSCAPING AND TRAILS WITHIN INDIVIDUAL LOTS. o UTILITY LEGEND / I�i, / ,/ , \\\ \ \' / 10) THIS PROPERTY IS SUBJECT TO THE TERMS,CONDITIONS,PROVISIONS,OBLIGATIONS,EASEMENTS,RESTRICTIONS, ASSESSMENTS AND ALL MATTERS AS SET FORTH IN THE AMENDED AND RESTATED DECLARATION OF COVENANTS,EASEMENTS, CONDITIONS AND RESTRICTIONS FOR STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION RECORDED AT RECEPTION NO. O EXISTING ELECTRIC MANHOLE -uc uc- EXISTING UNDERGROUND CABLE TV 533454 AND FIRST AMENDMENT THERETO RECORDED AT RECEPTION NO.533814. ® EXISTING WATER MANHOLE -ue-ue- EXISTING UNDERGROUND ELECTRIC GRAPHIC SCALE LINE TABLE O -se ee- LINE BEARING DISTANCE EXISTING DRAINAGE MANHOLE EXISTING SEWER 40 0 20 40 160 SURVEYORS CERTIFICATE Li N64°27'12"W 45.27 O EXISTING SEWER MANHOLE -w w- EXISTING WATER M. 1111 L2 N68°49'52"W 19.55 I,MARK S.BECKLER,HEREBY CERTIFY TO OYSTER SHORES LLC,THAT THIS IS AN IMPROVEMENT SURVEY PLAT"AS DEFINED BY tr-ff EXISTING FIRE HYDRANT -u9 u9- EXISTING GAS (IN FEET) L3 N2D°3450"W 54.74 C.R.S.§38-51-102(9),AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, "1'0 1 Inch=40 . L4 N25°41'55"W 71,51 WATER COURSES,WATER FEATURES AND/OR BODIES OF WATER,FLOOD PLAIN,VISIBLE ROADS,TRAILS,UTILITIES,FENCES, • EXISTING WATER VALVE L5 S27.08'04"E 75.75 HEDGES,OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL,ANY Qp EXISTING CURB STOP HATCH LEGEND LB S24°1513"E 88.44 CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS,AND ALL EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR • EXISTING GAS METER PRIVATE NATURE THAT ARE VISIBLE,OR APPARENT,OR OF RECORD AND UNDERGROUND UTILITIES DESCRIBED IN THOSE .j/://�INDICATES AGRICULTURAL CONSERVATION EASEMENT REC.#515869 DOCUMENTS REFERENCED IN SURVEY NOTE 5,OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT.THE m EXISTING ELECTRIC TRANSFORMER CURVE TABLE ERROR OF C..s•+ -'''=^'°1�,1S PLAT IS LESS THAN 1/15,000. E EXISTING ELECTRIC METER 1, \\\ \\\ N INDICATES MAROON CREEK CANYON CONSERVATION EASEMENT REC.#515869 S O P R I S ENGINEERING - LLC CURVE LENGTH RADIUS DELTA TANGENT CHORD DISTANCE 00 I STes,11 y .�-,.1) '.BEC' 1 CO EXISTING TELEPHONE PEDESTAL ' ECi 40.91' 101.21' 23°09'29" 20.74' N10°IT10"W 40.63' p N '#.'•,Fo1y7 'Ih INDICATES FATHERING PARCEL CONSERVATION EASEMENT REC.#515869 C I V I L CONSULTANTS EC2 168.94' 185.00' 52°19'22" 90.88' N40°40'11"W 163.13' �. 3 I' a © EXISTING CATV PEDESTAL `: __ EC29 124.08' 185.00' 38°25'42" 64A7' N33°43'21"W 121.77' %��I•�I�L - 1 i6 c ® EXISTING GAS PEDESTAL ASPHALT SURFACES,UNLESS OTHERWISE NOTED 502 MAIN STREET,SUITE A3 EC2b 22.54' 185.00' 6°58'50" 11.28' N56°2517"W 22.53'• MAR"S3 E $Lf P L S `'- APRON CARBONDALE,COLORADO 81623 EC2c , 22.32' 185.00' 6°54'50^ 11.18' N63°22271N 22.31' ACCORDING To COLORADO aWYONMOSTCoMMENOEANYLEGw � �^ a UPON ANY DEFECT IN IRIS SURVEYWRHIN THREE YEARS AFTER YOU FIRST (970)704-0311 EC3 55.24' 160.00' 19°46'52" 27.90' N54°33'48"W 54.97' �`•. ___% ;,'ER SUCH DEFECT.IN N0 EVENT MAY ANY ACTION BASED UPONA.,DEFECT IN ',1RVEVBE COMMENCED MORE THANTEN YEARS FROM THE DATEOP 17139.01 CL 1 210 712 01 7 G'.12 0 1/11 71 3 91SURVEY1Survey DWGs1Survey Plots111139_ISP.j g 'i'.CATIGN SHOWN HEREON. • - - 02/14/2019 ASPEN • BUILDING DEPARTMENT IMPROVEMENT SURVEY PLAT OF: LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 3 EXISTING CONDITIONS AND TOPOGRAPHY LOT ss ` \ �� ‘' ''// '' \ \ \ 7780 .:°.14 199...% _. _ A \ \ I PROJECT BEARING:•SE \ 11 ,.1 it,,,..4), \ �i IL 777 y 5 \ Lai 7 L\, .rE,••' -4*)(1, 1 `�,p °1'C01 STAGE ROA \ �8�. N 0° O0":ROCK 80.5i S. 7; ISTAGE ROAD J •UD/SUBDIVISIO \� — ——7 / 4 I( 7�+', Q� j SUBDIVISION / o" �j -REC.N L 998 �7� /` OD AND .� \ �� 4 VACANT1sgftt / aODSTAIR5 m° Si BOUNDARY / � / � �s! ncnum I ���a ��' 155sa1 sq.R.m f � I j �' he � � �'� / w.,0\t \I\— ' V I 6560 �ki`' i ,/.• /// ( B � � � \ , y GATE 441:4.4'4''' �� w L 1 G :LUP: 4 ° /I" y21:91sq'1(7 7793 � cuL ' III / !! \ i � \77 I 1��' ���\\ �1 MAROON \\\° 'el:.:.`\ �� �g --l\\\ � ( \ CREEK Z .,4*,// , *. \‘ \ UTILITY LEGEND4‘. A'� qT'.s, r� �/e I A STATION MARK FOR TOP OF SLOPE ;•� 'ND 1 L • `; 7' \ • ge 707/ 1, EXISTING FIRE HYDRANT e /c EXISTING WATER VALVE \ r \�'. \ , _ © EXISTING ELECTRIC SPLICE VAULT \ X \ 0S EXISTING SEWER MANHOLE �' ® EXISTING STORM MANHOLE r, J� 1 ��` // U I NTIFIED W • EXISTING ELECTRIC TRANSFORMER \ \ . \ I '/� / G ` '` r N��w m EXISTING TELEPHONE PEDESTAL •• , 4E / 4.\ P\% © EXISTING CATV PEDESTAL \ , ,A FL*,1 LINE ���° `7I 4 ��� \ I \ ,.14� \ 1'�. N�,3!'c ® EXISTING GAS PEDESTAL T�� • Q Q— EXISTING WOOD FENCE \ sty \\\1IV o, \�``'0`'�'•• 1 1. I`l UC EXISTING UNDERGROUND CABLE/TELEPHONE SPARE \ 0 \ \ 4I•i-•`9 \ \ BRIDGE // U6 EXISTING UNDERGROUND ELECTRIC 9y° /yam° ��O U �`` ' U EXISTING UNDERGROUND GAS \\ Jp, \� . .�� \ I I 9 SS EXISTING UNDERGROUND SEWER Y1Q`P'y ) p 24'CMPZB IV B! 4 II. f'3 J! W EXISTING UNDERGROUND WATER \ 'D`' 'CULVERT '8E7\' \ I • • ,..„ , I c5' •r. N �...,,. / :� R, I A L / _ /i HATCH LEGEND ,, r WIRE N FENCE \ / L 11623' -// / �+'...?t'Y'., / ASPHALT SURFACES,UNLESS OTHERWISE NOTED R 10121' \ ,/ , /, / LOT F7 4801' `�i II l l N3113626W10995c 11'y , L 21 51 3��' /� / R 265 70 D=4°38`� ' cl l�� � � ICI!. `.../ / \'\ Ni /�, NO3°3658"E 21.511 a�. l I /�����1//,//1 ���/JJI�I1\• / \ \\ I 10,I; : 1 i III , GRAPHIC SCALE 40 0 20 40 80 160 h = J `=1 J (IN FEET) 1 inch=4011. T SOPRIS ENGINEERING - LLC U CIVIL CONSULTANTS ,. ms, 502 MAIN STREET,SUITE A3 6'r/ONAL� CARBONDALE,COLORADO 81623 NOTICE.ACCORDING TO COL0RA00 LAW YOU MUST COMMENCE ANT LEGAL ACTION (970)704-0311 �/'� DISED UPON OVERSUANTDEFECT TT IN DAIS NOEVERVEYWNHINTHRN YEARS AFTER YOUDEFECT sopris@sopriseng.com �$+i,, EIVED OACOVERSUCH DEFECT.INNOEE BASEDUPONDATE ANY DETECT IN 17739.07 CL 12107f1017 G1Z0 7 711 713915URVEYISurveyDWGslSurvey Plok1171 SSICATI BE SHOWN HEREON MORETHAN TEN TEARS FROM THE OAIE OF CERTIFICATION SHOWN HEREON. ut/iM/2019 ASPEN BUILDING DEPARTMENT IMPROVEMENT SURVEY PLAT OF: LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 3 TREES \ \\ LOT8 I \ ©' i 199.84' I %NROJECT 8 RING in BASE 86°20'47" cn �� 1 m I i 3� \ IE 9\ HIPP N01)°01'16°W ®= 11 -' / LOT 7 �� ` -� I 69.80' y° STAGE ROAD ����,�-4I I 1 •°A IS\ PUD/SUBDIVISION7"x `�' �' 1.N90°0000"E 86.15' �� m (STAGE ROAD J °' REC.#567998 g - I A SUBDIVISION / / � 3 BOUNDARY al /,,� VACANT LAND may / / ® 155,641 sq.ft.i 4„/ 0 / N / >i ;0 c3T 3.573 acres± o/ / o TREE TABLE 1n I / (FROM FIELD SURVEY WORK COMPLETED . ti/ /I - / / / OCTOBER2015) / ,7 I / TREE TRUNK DRIPLINE \ ^'��7 N7=°03�9E 5360 /� ( KEY TYPE INCHES FEET 1 TRD 6.9 14 ry0 -}� ((�Y /.y I 3 TRD 4.9 10 � fj•/� I ii. 4 TRD 6.9 14 5 TRD 6.1 12 °5' I ti^ \ 6 TRC 7.9 15 7 2TRDS 5.686.7 10813 ,Ii \ IN / �o \ 8 TRD 72 14 2 LOT 7 / ( \ 9 TRD 5.6 12 \ II: BUILDING ENVELOPE / i' ( 11 TRD TRO a.5 8 IN 21,891 sq.ft.t o \ 12 TRD 8.5 17 14 TRD 4.1 8 o� 0.502 aCre83 I o^ \ 13 TRD 4.2 B I� / 0 I 7 15 TRC 4.8 9 Z A % 16 TRC 6.3 212 0 °\ / ( MAROON \\ n TRD 10.4 20 AA I 1 18 TRD 5.0 10 CREEK 'r r. Ih5�/ OGLOT F21 \ ioTURDtoizo1 = \ \ 27 TRD 42 0!Z \ OB' / 22 TRD 52 10 ' c \ ( 23 TRD 59 12 \ _\ N5S uy�/ -C�'" \ 24 TRD 5.7 11 UTILITY LEGEND \ 7 pis• / \ I 25 TROD 0s 17 0 \ • -A...40/ cn \ I 27 TRC 4.5 9 ,C EXISTING FIRE HYDRANT Cl \ I I 28 TRC 7.4 16 �5 `�5 29 TRD 4.3 8 EXISTING WATER VALVE \ \ El- \°I I® �I I 30 TRC 8.1 16 TRD 4.9 10 © EXISTING ELECTRIC SPLICE VAULT \ 11' -L"'J Q EXISTING SEWER MANHOLE Z \ �/ 3 33 TRD 433 TRD .6 9 * \ `� I 34 TRD 5.5 191 © EXISTING STORM MANHOLE p \ - \ /E' 54 I I 35 TRC 69 12 ® EXISTING ELECTRIC TRANSFORMER - L�9 / 36 TRC 7.1 14 \ ��\ \ ©J �\ 37 TRC 8.7 12 m EXISTING TELEPHONE PEDESTAL LOT Fi j ' 39 TRD 5.7 8 , , r 39 TRD 5.7 13 © EXISTING CAN PEDESTAL '�5 \\\ 7 :"a`' \ 1 40 TRD 6.1 12 9l EXISTING GAS PEDESTAL \ \ 1 7 ~m / 41 TRD 6.1 12 42 TRD 6.4 13 -Q Q- EXISTING WOOD FENCE \ \':: ( BRIDGE o° UC EXISTING UNDERGROUND CABLE/TELEPHONE SPARE `i * 43 TRD 6.0 tz ( 44 TRD 6.2 12 ;'' \ POND 45 TRD 7.9 15 ue EXISTING UNDERGROUND ELECTRIC 0' l n, \ � m I 46 TRC 0.3 16 U9 EXISTING UNDERGROUND GAS x Qo, Bp 3OZ6° �* I 48 INC 4.7 9 SS EXISTING UNDERGROUND SEWER ,'° 1 W M49 TRC W EXISTING UNDERGROUND WATER 0"V 6BZ0' 3 � ° / ,I 50 TRC 4.1 168 51 TRC 5.3 10 \ / 52 INC 7.1 14 4' b°j \ ,�- 53 INC 6.6 13 ` j, °b /� / 54 TRD 4.8 10 T 64f48 5 -'- \ 1 56 TTRRCD 4.6 10 Sys?'.J x \ 58 TRD 9.3 18 HATCH LEGEND \�x_ \1 S) 57 TRD 6.3 13 59INC 6.1 12 / 60 TRC 46.83 72 81 TRD 4.8 70 L=116. ' 3 / 1 62 TRD 52 10 ASPHALT SURFACES,UNLESS OTHERWISE NOTED R=1012' n es TRD 6.4 11 LOT Fi !" / / s4 INC 5 to D=65°48'01 ,�,° / ss rRD u: tz T=65.48� / s6 TRn t5t u / N31°36'26"W109.95' ,1 0 / TRC=CONIFEROUSIREE 0AREA OF VEGETATION AND/OR DRIPLINES L=2.55' / TRD=DECIDUOUS TREE R=26�.70' / • PONDEROSA PINE D=4°38'47" c T=10.78 I N80°4624.w / "''iiii..JJftftll....SSSS"""" NO3°36'S8"E 21.54' II / Z.ft.,S" DECIDUOUS TREE / GRAPHIC SCALE 0 TREE NUMBER IDENTIFIER 40 0 20 40 80 160 b = Ili - 11 1 (IN FEET) 1 inch=40 ft. SOPRIS ENGINEERING - LLC oµEsr.;TF CIVIL CONSULTANTS •�T?• • -.4;, 4 502 MAIN STREET,SUITE A3 ���' '"� �� CARBONDALE,COLORADO 81623 4,•T�'' NORCE.ACCORDING TOCWORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION (970)704-0311BASED DISCOVEPON R EFECT.INNHISSERVEYWITHIN ANYAOHREEYEARSAONRY0DFIRST sopris@sopriseng.com IVED TIES SURVEY BE DEFECT.EDMORE TIAN TEN YEARS FROM DAM ANY DEFECT IN 1]139.01 CL 1210]I201] G1201]It]1391SURVEVISurvey DWG5lSurvey P101,11]13915P.Av9 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM'ME DATE OF CERTIFICATION SHOWN HEREON -- dL/1-4/2019 ASPEN BUILDING DEPARTMENT 1 -----------i:)-3% SECOND AMENDED FINAL PLAT OF: LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION CERTIFICATE OF DEDICATION AND OWNERSHIP A PARCEL OF LAND SITUATED IN SECTION 2, KNOW ALL MEN BY THESE PRESENTS • TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. THAT THE UNDERSIGNED,BEING THE OWNER IN FEE SIMPLE OF ALL OF THE LAND WITHIN LOT 7,STAGE ROAD PLANNED UNIT CITY OF ASPEN, COUNTY.OF PITKIN, STATE OF COLORADO 'RAT ,i t _ .: ,,...,� , ,� -..... AND THE FIRST DEVELOPMENT/SUBDIVISION,ACCORDING TO THE AT THEREOF RECORDED OCTOBER 7,2005 IN PLAT BOOK 75 AT PAGE 32 AS RECEPTION N0.515889 " AMENDEDLAT OF COT SUPPLEMENT RECORDED MARCH 26T 00 RECORDED PLAT OOK 9 AT PAGE 63 UNDER REC PTIONNO.567998 OF THEPITKIN COUNTY,COLORADO Na 563657 AND THE FIRST SHEET 1 OF r )°w-** -X v,,.. - ''Ve,,. - . ' - RECORDS,HEREBY AMEND SAID PLAT AS FOLLOWS:. THE PURPOSE OF THIS AMENDED PLAT IS TO ADJUST THE BUILDING ENVELOPE SITUATED ON LOT 7 -,,,,, � .. ,,:,,; .r PURPOSE STATEMENT: ,� '' - 'NNN `\ 8 s ,Tl A ADJUST THE BUILDING ENVELOPE SITUATED ON SAID LOT 7,THE ADJUSTEOBUILDING ENVELOPE IS 21,891 SQ.FT.AND THE PREVIOUS BUILDING �^ FOUND 60'WITNESS COR,R��. v, a "� N LOTS CENTERLINE 30'WIDE___ „ ENVELOPE WAS 21,891 SO.FT. r i SEWER EASEMENT \ L.S.#28643 ,`` r • S �Y4 e k'r" s x" n \ \ \ 20'47"E 199.84' F <.+ .�. / REC.#563654,#563657 BEARING SE w t; -i-•*- '- ,a f EXECUTED THIS 4`) DAY OF 9-LA..-- 2018 .v _;I - j. ,-. „r � PROJECT ! G ,' ,*;, _ T; 7 hs .lead r..' d T ,� �� ���\�� `,. . 1.PLIDa�14 x t.. . OWNERS: OYSTER SHORES,LLC,A COLORADO LIMITED LIABILITY COMPANY "k ! '< 'n" "i { `�... 7 \ -.^-- �- �-r.,Vul ! LOG RAIL (TIE) �J. � ,^t *.,'4 ..'L , ' `°. _ NS°50'36"E -"\. y x "ter - !'' y�c h Y r..", " ' BY: FENCE o- '4 "... �._ '*. .� a 109.90' ��. �\ °4 i "° PETER VAN DOMELEN,SPECIAL MANAGER 'N r, / 16 LOT 7 '�:{ i b'-' .� .: ,,...,, j > STAGE ROAD - / -. %`°,4ti %' '.4?";''''- > . ./ N ,..'/,, PUD/SUBDIVISION ".`` —® \ e� :f �,; � ?k A .r' STATE OF COLORADO ) - • •// / ;\ /:" REC.#567998 I i / 3\ ".a e v.! ) '� Iir + }:-e. (� )SS § /ft j' ,. VACANT LAND / -y1' „": -W, 3, .1 ry r „'�C. '^ w•'} N` ,'°', ) -t COUNTY OF PITKIN ) /�} /33. r�n �.`. ,„r.: „/ <: 155,641 sq.ft.t t i.3,`,, r"^'r t,` .., I/ \ is '�i`,tw,i "�"°, 1�,�{ • ,�.`. O +.4 #'V F T' '�j y� � ( "ENT +n. ".: 3.573 sorest / '": / \. ° 9;1�1�- -1Y �` • .r T,y°:.,, a '"_' e+�a pr^ � THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ee ,2018 BY PETER VAN DOMELEN,SPECIAL - ,,./- x,:,;,. <• * , TI.Y E.qs s r .}. .,$„.,r' r� / � t 4 Lt 1M;�,Yiy @Mpp '',.x:? Y ,z... " >' ,'.,;. 1r I'{� ,..:.: 21°� iL -?;,,l 'llt'k b 4,) MANAGER OF OYSTER SHORES,LLC,A COLORADO LIMITED LIABILITY COMPANY. a , a,(IS }; \ tit .�„ /,, "/ \ '\ •,,_;,y�. -, , ,°rl „1 .-s.'� Al _`Sr'2'_�,= --ii:t 1 , x a- F '`' »L'a'.. r / EN NE 209, F E WITNESS MY HAND AND OFFICIAL SEAL: dv r ` �` - x `� ' ' c / D••'INAOF�EASE • r ! � r , � VICINITY MAP P :iT: / /-. ,„ } �,r-'a. REC... . SCALE:1"=3000' MY COMMISSION EXPIRES:11•I . " A:' 3 3,h a y t /r r`-� r ,� x r.; ./r .r" T' i '•- r 1 v33 w / capo a ' 'v/� t / 2. 3 ,�Tz' +. & w / NTE E 20' ,, t w ^ / R ENr \ SURVEY NOTES NOTARY PUBLIC '-3= ‘€ f F r* e N ;�_�. " ... ,,` z7k�.. / /' G.740, D742. ,.. /x r� s' r i% � -4�n1 �t -?s ems, .t R.k (j $� ``PV ' 11 / - ''`.. a ,. .. r.a Y 3 1 !/ ~kA I a e s,ec / 1)DATE OF FIELD WORK:JULY 2017 4 m ,'t''",.,AC ILL r ' :0,ate. z •C4 ,, ' CITY OF ASPEN COMMUNITY DEVELOPMENT CERTIFICATE ` 3 ` - 2)DATE OFPREPARATION:NOVEMBER2017 • wW • • ° •K,t •.,f 3 ?' ",, j" • / F k . .1::. „T % /' ,� q THIS SECOND AMENDED PLAT HAS BEEN REVIEWED AND APPROVED FOR COMPLIANCE WITH APPLICABLE �- ". ,°_,r ',,,f/' x ' ,#+s* ,/-:. w 1 J: "' A' :, -. 'V! z."° / q* \ - 3)BASIS OF OF BEARING:A BEARING OF N 38°05'44"W BETWEEN THE FOUND NGS STATIONS S-159 AND Q-159 PER SECTIONS OF THE CITY OF ASPEN LAND USE CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT „;:', '' -; ?' :q J'r :�`" ',,AG IM !-,'.", ;.', „ :i" :. ' \ \ THE 2009 CITY OF ASPENIMARCIN CONTROL SURVEY(REV.2010)WHICH ESTABLISHED A PROJECT BEARING BASE DIRECTOR THIS it DAY OF 2018 TO THE EXTENT THAT ANYTHING IN THIS PLAT IS / •j' f .®. ..ys� ; 7- A el `',/,-,,,4' `:,r ,r„ *1, `,r. •1 \ OF N 86°20'47"E ALONG THE NORTHERLY BOUNDARY LINE OF LOT 7,STAGE ROAD PLANNED UNIT INCONSISTENT OR IN CONFLICT WITH AN OF ASPEN DEVELOPMENT ORDERS OR ANY OTHER y ..✓-t '`'' 1.�"g ,.0, •"t / e.�, �a_ l�°'Mm`L`LXr�, /, \ DEVELOPMENT/SUBDIVISION,AS SHOWN ON THIS SHEET. PROVISIONS OF APPLICABLE LAW,INCLUDING,BUT NOT LIMITED TO OTHER APPLICABLE LAND USE r�. / 'rl' T.} T''xt' '� ` L, REGULATIONS AND BUILDING CODES,SUCH OTHER DEVELOPMENT ORDER OR APPLICABLE LAWS SHALL `'„ ,,,�)L J4q''•'4I"'�a�F 1"r ,T s B '.r %, ,,, * al''p_�� • / \%{\ \ - \ 4)BASIS OF SURVEY:THE RECORDED PLATS OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION, x " 1 -Y' > '1 ° "�- '1, \ SPECIFICALLY LISTED AS SOURCE DOCUMENTS HEREON,VARIOUS DOCUMENTS OF RECORD AND THE FOUND CONTROL. / : * a ,�, ..,: / t Y,4 / 7 \ ,S5 // X j`„ a T 7 "-r i ��`� a.k. I:'" 7, - e \ \� SURVEY MONUMENTS,AS SHOWN. +J ix r r ! - f/ 1 • // 00 1,^r r .j Fy r �' "'„" x ,..--:",-1_, / \ \ �' \ 5/THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPR(S ENGINEERING,LLC(SE)TO DETERMINE x ' / / ,\ !"" -�/ / ,\ OWNERSHIP OR EASEMENTS OF RECORD.FOR ALL INFORMATION REGARDING EASEMENTS,RIGHTS OF WAY �� _F q�* / "` % `{ eer'''•z �' = / / \ \ AND/OR TITLE OF RECORD,SE RELIED UPON THE TITLECOMMITMENT ISSUED BY LAND TITLE GUARANTEE C Y OF ASPEN MUNITY DEVELOPMENT DIRECTOR - / ;// it;g y 7 ,, +\ �,g // ® , "`"• 1r it "" ' `ti ,,•`F/ o ' /<<( ` "��� \ COMPANY UNDER ORDER NO.462008944,EFFECTIVE DATE NOVEMBER 1'S,2017,VARIOUS DOCUMENTS AND PLATS / A"I , r` ,- m / \ \ \ OF RECORD AS SHOWN IN THE SOURCE DOCUMENTS HEREON. � x CENTERLINE 20'WIDE CITY OF ASPEN ENGINEERING CERTIFICATE % y e .o / REC#563657GEEASEMENr �' i r / \ 6)46 INDICATES FOUND OR SET REBAR AND PLASTIC CAP STAMPED LS.#28643,UNLESS OTHERWISE NOTED. \: REC. \ `\ `r \ THIS SECOND AMENDED FINAL PLAT OF LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION _ " / a u.,s ,, / UTILITY EASEMENT MAROON EEK • � - WAS REVIEWED F THE DEPICTION OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS / • I'� T' \ \, 7)THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S.SURVEY FOOT AS DEFINED BY THE ", • ' ,,, n /, R€C.#563657 \ \ CON ATI E` UNITED STATES DEPARTMENT OF COMMERCE,NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. THISaCDAY OF 2018. • F1. // / / � ' '. �.�� _ .#5 - - - - ,f/ .,,' � / / - \V \ . (HATCHED)- - - / ,%' / �,,.' // ¢o° a F17 °I`ESSC ER� /,,V ? \ \,l LS.•8643 ' r •'/, \ CENTERLINE 20'WIDE \ CITY EI GINEER. - - 4. - ksa° \ s€wER€ASEMENT \ m \ SOURCE DOCUMENTS: $. ;r "'C+4,w Bx.244 PG.740 AND 742 \ f� .h' `' '., '$` a"' v- A • THE GPS CONTROL MONUMENTATION MAP PREPARED BY MARGIN ENGINEERNG,DATED DECEMBER 12, ' - FOUND P.K.NAIL 2009(REV.2010) / •,� 1 %., "",6� {, THE RECORDED PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION(RECEPTION NO. TITLE COMPANY CERTIFICATE �� s1 ._" sHNEB. �V ���, 515869) / /y, r �5V, ? r,,*. yy A .#28643 ' • THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION THE UNDERSIGNED,ADULY-AUTHORIZED REPRESENTATIVE OF LAND TITLE GUARANTEE COMPANY, / S, \ \ / \ N N(RECEPTION NO. REGISTERED TO DO BUSINESSPITKIN COUNTY,COLORADO,DOES HEREBY CERTIFY,PURSUANT TO _ / ., - \ • THE FIRST AMENDED FINAL PLAT OF LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENTISUBDIVSION INSECTION 20-15(J)OF THE ASPEN MUNICIPAL CODE,THAT THE PERSONS LISTED AS OWNERS ON THIS // X TN/- y' (RECEPTION NO.567998) PLAT DO HOLD FEE SIMPLE TITLE TO THE REAL PROPERTY DESCRIBED HEREIN,FREE AND CLEAR OF WIRE \ / / ALL LIENS AND ENCUMBRANCES EXCEPT THOSE LISTED ON THE TITLE COMMITMENT ISSUED BY LAND "/; /�' FENCE TITLE GUARANTEE COMPANY UNDER ORDER NO.Q62008944,EFFECTIVE DATE NOVEMBER 15,2017. A / L-116. 3 R=101.2' ALTHOUGH WE BELIEVE THE FACTS STATED ON THIS PLAT ARE TRUE,THIS CERTIFICATE IS NOT TO BE i i ! i LOT F1 x` ' CONSTRUED AS AN ABSTRACT OF TITLE,NOR AN OPINION OF TITLE,NOR A GUARANTY OF TITLE,AND D=65°48'01 1 SURVEYOR'S CERTIFICATE IT IS UNDERSTOOD AND AGREED THAT PITKIN COUNTY TITLE INC.,NEITHER ASSUMES NOR WILL BE /� r / T�5.48�' RP' V A CHARGED WITH ANY FINANCIAL OBLIGATION OR LIABILITY WHATEVER ON ANY STATEMENT "` \ /// N31°36'26"W 109.95' I ( �� I,LINDA CATHERINE LOVE,A REGISTERED LAND SURVEYOR,DO HEREBY CERTIFY THAT I HAVE / "� L'2.{S` PREPARED THIS SECOND AMENDED FINAL PLAT OF LOT 7,STAGE ROAD PLANNED UNIT CONTAINED HEREIN. x / /// ' j - ' R=26.7 / DEVELOPMENT/SUBDIVISION AS LAID OUT,PLATTED,DEDICATED AND SHOWN HEREON;THAT THE SAME ;ys _ r r A D�° 71 ' - IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION;THAT THIS MEETS THE DATE �'2�O•�J41� i '%"- T-1 78 -N 80°46'24'I'Y .89, /{ REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN CRS SECTION 38-51-106;THE CONTROL i NO3°36'S8'E z,s{' I \ j -;�tiy, � � � A V �� / / -,/:. PRECISION IS GREATER THAN 1 IN 10,000.RECORDED FASEMENTS,RIGHTS-OF-WAY AND RESTRICTIONS Civet "-" A 2 784 sq re �. A},:. • ,s„ \\,' ARE THOSE SET FORTH IN THE TITLE COMMITMENT ISSUED BY LAND TITLE GUARANTEE COMPANY ADDRESS:1o0 Sights CCM£1E Cigar, 6,1SAATj t!o Mg/ ADDED ENVELOPE EXCHANGE KEY UNDER ORDER NO.062008941,EFFECTIVE DATENWEMBFR 15,2017. „ � , 1,o569q.re. GRAPHIC SCALE + '/ " 2 .'4'� -, REMOVED DATED''J U J a% : '1 '' - 4� 0 20 40 80 160 / 2018 STATE OF COLORADO) '�` '` \��� AREA REMOVED FROM ORIGINAL PLATTED BUILDING ENVELOPE=2,784 SQ.FT. - _ '•eaY"-, \ �,0>.. LNP !! �' ie .Y. 4 x (IN FEET) "� fo o ! - {{ �11,,..yy�� P AREA ADDED TO ORIGINAL PLATTED BUILDING ENVELOPE=2784 SQ.FT. '��II 19 t. - SEAL R.3 THIS TITLE RTIFICATE WAS ACKNOWLEDGED BEFORE ME THISdt DAY OF TAORMAL , 5,0lt r ,t ga Both=40ft. r f><,W :sr ,i */ 196,BY %(K Sk8,HV AS 1'4'Le. O��L-3-✓ OF LAND TITLE GUARANTEE • .9 `/ -- - 1,,,,' i #Y •• • COMPANY • .,.,._ „".�� r °' '' �' AREA OF BUILDING ENVELOPE PER THIS PLAT=21,891 SQ,FT. HATCH LEGEND ! TRINE L01(E" NO.38427, r�,,,Art, ):4,1 sg fw F R" c.0. 11LH s7NA1 LANO�\, >, WITNESS MY HAND AND OFFICIAL SEAL e a•TM,7 - 4`y, • / \+ a -i � Xgr, � 1/,/ /. INDICATES AGRICULTURAL CONSERVATION FASFMENT REC.#515869 CLERK AND RECORDER'S ACCEPTANCE f / r SOPRIS ENGINEERING - LLC r.( A�OF� WO < s'S, } 2 `, �+ \� \, V INDICATES MAROON CREEK CANYON CONSERVATION FASFMENT REC.#515869 THIS SECOND AMENDED FINAL PLAT OF LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION NOTARY PUBLIC - NIy Co 9µ,•, 1k d-i 2021 \ " CIVIL CONSULTANTS - IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY,COLORADO pp - r 1,728 sq.ft. ^-" .. :rx.1INDICATES FATHERING PARCEL CONSERVATION EASEMENT REC.#515869 !� MY COMMISSION EXPIRES: D,4(100'1 °, ? REMOVED PAGERECEPTION Febru 2078, PLAT BO �`�_,AT ail:�q O'CLOCK�.M.,THIS $I DAY OF G1'y IN OK 1 AT MvadDREssIs:BtJo 12454I1 (eti 41.-C(�. f 502 MAIN STREET,SUITE A3 3$ ECEP ON NO &"154g(� CARBONDALE,COLORADO 81623 /�����.�N� /� _ri RECEPTION#:846286,R:$13.00,D:$0.00 3A6.1h Cd gIVLI `11•aaA•a/A/•w L1Pe3'J / PLAT BOOK 121 PAGE 038 - '#" " ENVELOPE EXCHANGE DETAIL (970)704-0311 PITKIN COUNTY CLERK AND RECORDER Pg 1 of 1,0221/2016at 02:39:OB PM Scale:l"=SO' Janice K.Vos Caudill,Pitkin County,CO NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION SOpfls@sopflseng,00m BASED UPON ANY DEFECT INTHISSURVEYWRHIN THREE YEARS AFORYW FIRST I DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE'RANTER YEARS FROM THE DATE OF 17139.0101/232018 CL G:l20171171391SURVEYISurveySW0slSurveyPlots117139_ENVADJ dwg CERTIFICATION SHOWN HEREON. 1. U2/14/2019 w 'R AS BUILDING PN DEPARTMENT j � ' y /� % / i '• I \ m , // I' I I I Z O . 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I . ' � � %�i;:;0:� pvp.;0� g ^ CO A i ._______Y_ F . . 3 i) I e►v��JO �4.v��;�i;;;•;;;;•;;;pO•�;Epp•i;4.®�i;i;i;i;i;i;a;i;w;•.,1�;�;�4.9v;�;4.v;4./ �/ljj Q 0 s .,_; ..441 ��®ewv�•O•❖p0:❖O:4.1•❖00��®�❖®�0•:❖:v:t•,❖�•�®OS vim❖v�ev�. 444 LL O U +4vv❖4 ----- a•®'Q®llp;°°°;°;!;!;°;!;°;.;1;°!!;!;•;°;°;°!;! ►°;!•i!;•;!;'•••••:❖00❖:•O•X.:::•❖ (, ��..® .�i0iiiiiiiiiiiii.• - ..:..•pOO.vvvvvvv•lOO.vvvvvvvvvvvC 01 UPPER LEVEL SNOWMELT PLAN " ...4•'; .i.i.i.i.i.i.i.i.i.i.i.i.i. i .i.i.i. i.i.i.i.i.i.i. •o,`.�°.s.i.i.i.i.i.i ''.i.i.i.i W ������. ;;..••••;�;p.;;;�;p.;;;•••.....:•:.::O:••••••.O:.00p.••Op.••••••.O:•00p.••O.* r a 1/8" = 1'0" L (/) ►DOJO: + Q .. 4 W A 2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM CITY OF ASPEN VERSION ILI UPDATED MARCH 282017 PROJECT ADDRESS: rcoa Coach Road,Aspen,CO 81611 M Parcel ID N: 273502303007 Permit Number. s.. N W = 02 ENTRY LEVEL SNOWMELT PLAN CONTACT INFORMATION: b Owner: 1/8" = 1'0" Name: OYSTER SHORES,LLC City: ASPEN 5 Address: 400 E MAIN ST State: CO E Email: Zip Code: 81611 Phone: Cell Phone: ii Owner's Representative: Name: ZONE 4 ARCHITECTS,LLC(Contact:Jeff McCollum) City: Aspen LOCATION AREA .. ..... Address: PO Box 2508 State: COI g Email: jmccollum&one4amhtects.com Zip Code: 81612 A) LOWER LEVEL PATIO 1,017.9 sq.H. III // IM1111111111111 g Phone: 9]0-029-84]0 Cell Phone: B) ENTRY WALK/DRIVEWAY 1,551.2 sq.ft. • \\� A.RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM """"" l,�l 2 Sheets showing snowmelt,pool,spa,and solar/GSHP informa0on: C) ADU WALKWAY 249.3 sq.R. i _ BY REVISIONS DATE _ IOvvvvvvv' ♦. .A..1 .1 � ACC FINAL SITE Do you have snowmelt or a spa that has been exempted by the buiding official? Dyes(enter soft below on the exempt row) Q.No D) KITCHEN DECK 523.5 sq.ft. i �.•.v❖.vvvl................vvi/.�.vv� Z4A 02.28.2018 S b ...._._ ��..!•. .•1 ..•1 !•�.��1��.�.•1�.�.�!•.�.�!•� PLAN REVIEW Hydro Snowmelt Electric Snowmelt Pool Spa /.vvvvv❖.vvvvvvv❖.vvvvvv °$ Existing E) MASTER SUITE DECK 283.1 sq.ft. j.;.p:.;.;.p:.;.Q�j i��_Aliiii°�4jp:•ppj = To be Removed I _-_- :;; ; ;;���� ~ �;�:�:�:;� ;; Existing fo Remain 0.00 sgfl 0.00 sgft 0.00 sgft 0.00 sgft /...........�� 1� !!N... ♦ 3 u New 3703.70 sgft 120.00 sgft F) ADU DECK 82.2 sq.ft. •::: •• �. ®®.�•�•:4.t; ;��! _ ar New(exempt) 1- ‘ / ----- r:s:::::•i ��i®viiw` �/i>i❖ii Total on site 3703.70 sgft 0.00 sgft 0.00 sgft 120.00 sgft •;•p�•;•;•p�•;•;��� �®e�®.®v• ��f;4�;•;•;�c ll' a Total Snowmelt on site 3703.70 sqft x/ /;.;;.;;.;•.....; •�•0®v;•;•...:,.;;.;� 3 Boiler Efficiency- 94.0% 100% 75.0% 94.0% -- ❖:❖:❖:❖,,•��••®�:•,❖•❖iN:V::❖1 Mitigation Fee $133,963.62 $ - $ 22,468.09 TOTAL II 3707.2 sq.ft. :Q s .�.�®;;;;.;;;;;;;.;j�.���.;.� It Total Fee for Mitigation: $ 156,431.70 IS ® -- /♦ v........0 .-• v1 I B.ON-SITE RENEWABLE CREDITS I ❖:•:B❖:❖:❖�4:I•❖:❖:❖:❖•. .••SO1 Drawn by: Z4A Supplemental System REMP Credit i •••••••••••••••4®•.•.•4��v❖ •:••:fj: .•4 w Use Thermal Worksheet Hot WaterP Panels Systemic $ - -- ;;O:;;;;;;� ••'•"4--:'0, .:. Date: 2/28/2018 �� Use GSHP Cert Ground Source Heat Pump $ - - .;.;.;.;.;.;.;.;.;.`0��..AAF......�4;.;.;.;.� 0 Other Total MHI9 tlon Credits: $ - ..-- .;.;....;.;...;.;...;.;.;.........................;.;.;. Scale: AS NOTED 11 12.80 sq ft 12.80 sq ft ,❖...❖.. .•..❖...❖.❖.❖.. .•..❖.. �� Onsite Renewable Orise(s: Howmeny lGloWetts o/PV(solerelecfricf woultll neetl? 22.79 a❖.;4.4�-•:::..4.4�•:•-SS.v::v4v• �� oribwmenYspuere Ieef o/SHW(solerhot waletl woultll neetl? 696.34 ►;.;14...;.;.;4....;. .;.;.;..4;.;.;.;4;.;.;.;.;.;.;4;.;.;.p;...•.;;:;:;:;:;:;:;;;.;p:.•-=;;:;:;;;:;:;;; °'6 4 Eta x R-REMP Fee: $ 156,431.70 �•®v�vi•O•pp:p04�p:0i p:pp ppipip:pp p i�IliI® :Opp:pp pp�`p: p�pOp�p� m AmountPreVouslyPadonThisPermt:l$ - :...4..v.�;.:.- I .. .. -C?I:,:... • ��4•.0.1�•• ....r.•�•..... .° ..��I°��.....°��•....��•00.0�0 = `y- l TOTAL RREMP FEE: $ 156,431.70 t.Y:•:•`:3❖;:3Y:;:• 4.83 sqft 4.83 sq ft 4.83 s ft •••••• •� �• v�jj0 a� S Refund(includes minus$750): $ - '!••�•v�•v••••• , q •••••1 •®®••v••j 12.80s ft 12.80s ft w .i � C. PREPARED BY: Date: """ 'O''' ►'''''' su 45.33 sqft A4 A3 A2 �a� sq• ❑ ❑ 14.17 sq ft . sq • 14.1 sq o Print Name: Signature: A5 :::•::4::O�ci:••.4 'Ll �,,,,;,;4;<,X1X.,, SNOWMELT ms /..4.4.4..v..04 i Phone&EMail: I ;:�.•;•;•;❖.�:.❖;4 PLANS IH❖.❖.•❖.❖•❖.•❖•❖.•4 • REVIEWED: Date: V H:❖pp•••pp•❖pp:••p:4 S'° 9 01 LOWER LEVEL SNOWMELT PLAN Al 02 EIED N 1/8" = 1'-0" Plotted On: 2/28/201®2/14/4219 ASPEN BUILDING DEPARTMENT Z O . N E 7 1 1 I I I I I I / / / /� / \ I I •\ /' 1 , / / / / / • I 1 ,/ \ BUILDING ENVEJ OPE L-�I Ir \/' }' % / / / // El I a I/�/I � ENTRY �nmie� :II/ h / / --/-: '\ , / / OQ�y /I 1:51E7/11111_1131 �I!f! aa'-oo.01 , ^� \T.O.MAIN LEVELF.F. /`� � / GARAGE !11 iYillllill , // / / ` / / , / / , , ARCHITECTS \• 0p 1 / II /' / / / r ' X\ \I ///: 1 LLC. \�G mz•'a' az61\I. / \ / , P.O. BOX 2508 Q �T,O.GARAGE LEVEL F.F.J m as-o ao.o.1 r / L / ASPEN C O 8 1 6 1 2 \ \/ 1r' '_ / / ^. T.O.LOWER LEVEL F. / \ II SINGLE FAMILY / 1 \ \I VJWW.ZONE4ARCHITECTS.COM / PM ® Illr/ RESIDENCE I it I/ \ \ I ///g' ONSERVATION EASEMENT/i �EITENM �Iw< ,/ // // // ,/ // \ /-- /es`oe�\\ Il //�.%11 / / 1 „/„ 1 „,,, ,,--/, il / \ \ / / , / , / / / , / W, / / / Z. /\ /Z 1 I I I I I / / / // / ' /� / / / , / �> ,'�/ / / /' 0 / \ M ry tp I I I 1 I I I I / , / I // I ' ,�,' , , / ' / , ,' /\ -' / / /'/ ,'I W/ ,/ � / = n4�' \ WO E n� ,�0\ �1j11111111 / '/ , �-, / �' , �� , i / / / / 'IZ / // nn$ 4.2 ' ,\ C� , ,� 9N i1111/I / // ,/,� , , /, / „ i / -- / / ��\// , /' / / /' IIp• , /� o" \ V\ \, / ,�c��lI //l w \ / / // / W I ' ,' , '/ EL.SS-8' 778.75' / , / / /\, - - / / / / / 1�, // / '(• .-\ (P -- ' //\\'3/I 1 // / / / / ,aA �!. / / / ,"T.O.LOWER(STORAGE)LEVEL / / / •/ / / / 1 m / / lc - -'// / / EL.1,MAIN LEVELF_F� / / / // / / / // ' - ' // , / /' ,' / , ,/ //\�� ' /Y I / TY/)\ 11 W / / // / / / 7 / / Z.I' , / / y y / / / /// /\ , i / // "EXISTIIG ROCK I ,i , , {' / / I 1\\ E / / / / / / W / , / tiros :m / / / / , y {(I° '/ /WOOD STAIRS ' / \\ �� 1-./ I I 1 U / / 1 / / / / , / — -/% / ,/ ,/' , i /I XI ;1' )K ' 1 I ," I I _\\\ \ / / / / , \S�p.GF' �i '`'',,i—_�:I�sy.'�/ '//f -�i�,///% IIIQ 2. / / / ' 1 11 1 _ _ _ - - � \ \ \\ \ \ \ \ / / / / top ✓� �� / // ,''/'' �_ _ - / � � 9 /'i// '/ Q \ \ \ \I -\ � \ \ \ 1I1 II / I :;-1: / ' %/, ARE�, ' / N/ �/j ''i/, /, //'i/// (/�,20 \ �� _ _ _ _1 1 / 1 I 1 I I I I I /if/ / / \I�\'� ��//�'/, /-'e,p�oEs -- / ,�',/ /i///, ,,,,i': 00 17. `20/coMBW - L'� - \ 1 I / / / �§�� 0.\N // �>r/i/ /'_ _� _„ may,i/ '/ // / QO s _`__ ED]DRAINAGE C Ii' N. /� / / ��' �/�- a3' _ �OP/ .• ///z/// ///// / Lf 0 \�`_ EASEMENT \ f ` /. // i �i/ _ / -// MEND __-� `OJ�'i "i/,ii/ / /// /' UU �� -- ', \ 1 -I--L1 I 111 11 1 ,y / '/`�/, // \ - N_______ I I 1 I I/ l l / 11 / ' A '/,,, - / i/,S- - - - - _ _ - - --¢ -i ,i/////////,/ i,//i',i'/ ///� + Q - -.-_i d l-1� / / � 1 1 / / i i/. ./' i. \ )i, _ - �`_ ,/,/// '///////.i/.''/,,„/ /, <,,/,, 01 SITE SECTION PLAN o 1/16"= 11-OR 30'HEIGHT LIMIT ABOVE Q EXISTING GRADE - I I BUILDING ENVELOPE BLD.ENV. 1, �yl� 15' 'r [BEYOND]r W 1> >1 wiu f H' . a 1•a a1 o•11 a0 y--TOP OF SLOPE / z� z• J J LL. SETBACK Q� _/ w. 01 b z z1 wllm LLI p/ w - - - _ 781a.4e' O 5�.i�\ 0I y1 VIEW LINE SPOT(AT WEST) 0 O z O LEI! Q/\� 35'-81(2" - p S - - -,L i " PER SHEET 140F17/NEW LINES Im m1 W 11 G 1 °�� J 1 d i LOTS 7 THROUGH II FIRST SUPPLEMENT 3 r O.. I Q tj /_ ,n 1 1, TO THEFINAL PLAT I� OI _ 1- .°/ III I W� �d JI -,11 / /' � 1 1 z 9 B. 1 m11 °I— / gV4ip�N/ — I z� o J \-\\�1/ - -- -- ! — 7 - - .91_ _ - - $EL.«n4'-an7s4.261 0 I II T.O.F.F.UPPER LEVEL I 11 /-/ m - EXISTING GRADE g I II / - -- - \ - ELF 102'-8'17782.501 I I I -T f T.O.F.F.GARAGE LEVEL tR �EL.F.F.E'17790.00� $ T.O.F.F.ENTRY LEVEL /- - - 77755a' g 1 _.�� .-�.-1-.-._ -.-_ _ -.-.- - � '-,� s- -.- VIEW LINE SPOT(AT EAST) o - PER SHEET 14 OF 171 NEW LINES LL 1 9-115/8 /'/ II 45 DUj ® LOTS o H7 THROUINAL PGHH11 FIRSTSUPPLEMENT BY REVISIONS DATE 1 / Z4A PUNREVIEIW 02.28.2018 08 I /... L1111111111F EL F 88'0'f776a.00'I o'g /, Ti i T.O.F.F.LOWER LEVEL Sz 1 I I 1 1 w /'/ / I 3Ns /- a - Drawn by: Z4A g Date: 2/28/2018 i- I Scale: AS NOTED 15 /-/ aL N / 63 ; g 22.31°[41.04%SLOPE] ' I "5 LH 1.0- -i Sao m I I SITE SECTION 11 MAROON CREEK at Ri !LE 01 SITE SECTION - VIEW LINE / VIEW PLANE Al 03a EI E® N 1/16"= 1'-0" Plotted Om 2/28/20,®'/14/4219 ASPEN BUILDING DEPARTMENT Z O . N E I BUILDING ENVELOPE 4, ' TOP OF15 SLOPE', - SETBACK NC I w. I \ \r co ARCHITECTS I \ 4•K'' 01 P.O. BOX 2508 \ I/ 1 I w� W ASPEN CO 81612 r \=��✓/J/,,A' yTCiO.o� O OI WWW.ZONE4ARCHITECTS.COM ` �\F - - — — — — r • J JI I \ Ili_I I• li' I \ \ -04 — D-I 30'HEIGHT LIMIT ABOVE `\ —\ Q — — — -- 0I EXISTING GRADE I.— —.—._ —.— —.—.—.4. _ — --d�4® —.—. .—.—\\ ,.c.—.—.— —.— _ — ~ _ _ _ ~I 1 _ — _ - - -.— _ AEL«114'3'17794259 t Y T.O.F.F.UPPER LEVEL I w I I p ENTRY LIVING ROOM \ ! I F' .7_ _ I� �I j\ - - —.—.—.—.—.—.—._.—.—.—. T.O.F.F.ENTRY LEVEL i \ 1 . o I ? _ - j \ „., OUTDOOR PATIO ' - - _ II \, m W = —IIL— - - _ _ _ . _ 45.00 _ TLO.FBFOLOWER LEVEL Q Q R CRAWLSPACE M O EXISTING GRADE Cr) LtI } IIIV CO15 O5 Ce E. iiiiiiiiiii iiiiiiii 0 U UZ - 02 SITE SECTION 'B' - TOP OF SLOPE N a il 1/8" = 1'-0" (/) + Q Ce O' Q _ BUILDING ENVELOPE 1 m I ' / - I 30'HEIGHT LIMIT ABOVE 2 15'-0'I /, I EXISTING GRADE I 3 1 TOP OF SLOPE I / I - I SETBACK I / -/ - - - - -`- - - \ - II I / _ LLJ I I I I '`.'' - II LT,/ Z .4/6- ADU 0 w � Q .o 0 tQ - - - ico i 0 / PL U_ U_ - I BY REVISIONS DATE a' I /' / ACCFINALSITE O 0 Q I Z4A 02.28.2018 p$ a 1 a /� /'/ O PLAN REVIEW5 ° i° CO 3 I I n. ~ ~ / EXISTINGGRADE I 1/• _.— _ —._ - - _ —._ - - - -._ — _ L _.I .—.—._.—._.—.—._.—._I.—.—.—.—._.—._.—.—. 'T.O.F.F.ENTRY LEVEL-ADU oa I I I— I _— 3 /I � I / I t? Drawn by: Z4A 6 I 1 I I I I I , EL«102,6' 7:2.50 pg. I I — — T.O.F F GARAGE LEVEL Date: 2/28/2018 ii , EL.«100.-0' 780.00 oU / 1 - — — — — — — — — — —-— — —- Scale: AS NOTED I 1 45.00° 1 - - - - - I I I I i I I I I I I I I I I I I — 'T.O.F.F.ENTRY LEVEL e _ AEL«99'-9"17779.75'I €2 1 1 I T I I I I I I Y T.O.F.F.LOWER LEVEL-ADU 5: 2 3z i !Li 2 Lu T.O.F.F.LOWER LEVEL ko SITE fQ 7-2 SECTIONS lH !y a �� ...........................rrrrrrrr�rrrrrrrrrrr.rrrl A103b. q. 01 SITE SECTION 'A' - TOP OF SLOPE EIED 1/8" = 1'-0" Plotted On: 2/28/20Q'/14/4219 ASPEN BUILDING DEPARTMENT II BAR X RESIDENCE ASPEN, CO gip► Z cc Lu ^ z ,,,,.. ,,:. ,, .,: ._-, w ,, oLi.. 0 `,:lo -. v _ CC VICINITY NIAP SITE r \ .„ \\\ I I o .••... ......... . /'0414 4ii z % • I A ; il , 1 ' ' -- \\ \\.-,..„. , ois, ----„Ni, %40, ;,•/ ,' . i i 1.! / \ , ' -. ° • te \\V • • dr*. \\ ' *47 . t0,4// % </ •\\\\ // � CHECKED BY:RBG 1 \\ /I / 41 I• \ \ i. 4iy / P / , DRAWN BY:TRS f \ \ 1�``aJ' � � � iili iI m d � v t p y/ \ �� \ {1 L. \ 110 +112 Q CO x \ \ � COACH ROAD �..• • / a 1 \ \ 3 y., \ x ✓ z Lu `\•\ i _c..,,. , JOB#2017-30 1 y NOT FOR '` � \ \ / CONSTRUCT/ON ' ' / —✓x � a t x ; i LL U Z CI j U k a. F RECEIVED 02/14/2019 ASPEN BUILDING DEPARTMENT I GENERAL NOTES' S WATERLINE GENERAL NOTES' L UTILITY GENERAL NOTES 8 LANDSCAPE NOTES' I. ALL WORK SHALL COMPLY WITH THE MOST RECENT CITY OF ASPEN STANDARDS IN ADDITION TO THE PITKIN COUNTY 20/7 STANDARD I. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF ASPEN ICOAI WATER DEPARTMENT STANDARDS AND I. ANY CONTRACTOR-CAUSED DAMAGE TO UTILITY ANO/OR SERVICE LINES SHOWN OR NOT SHOWN ON THE PLANS SHALL BE REPAIRED I. ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION SHALL BE FINE GRADED AND RAKED TO REMOVE ALL ROCKS OVER SPECIFICATIONS FOR ROAD AND BRIOGE SECTION 200-700 SPECIFICATIONS. OR REPLACED AT NO COST TO PITKIN COUNTY AND SHALL BE ACCOMPLISHED BY THE CONTRACTOR,SUBCONTRACTOR OR AS THREE INCHES IN DIAMETER.PLACE TOPSOIL TO A DEPTH OF SIX INCHES ON ALL DISTURBED AREAS. APPROVED BY THE ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO 2 WASPE,ADITHE RE MOUNTAIN HOA.NCOUNTY RIGHT OF WAY PERMIT AND COORDINATION WITH PITKIN COUNTY,THE CITY OF 2 ASPEN, SPEN OF CONEW WATERLINE OLDATDSANITN A(JON SD WITH SANITARY THE HMCONL COLOND RADO RVICE OFCROSSINGS/BLSTIC COMPLY ANWITH CITY OF 1. W USE TOPSOIL PLACEMENT,ALLCUT TECHNIQUES NR IUEL SLOPTO EHACELBECONTETC QUALITY BLEND THE ADJACENT TERRAIN.CONTRACTOR ASPEN,AND THE RED MOUNTAIN HOA. ASPEN,ASPEN CONSOLIDATED SANITATION DISTRICT IACSDi AND THE COC ORADO DEPARTMENT OF PUBLIC HEALTH AND COMMENCING WORK IN THE PROJECT AREA.LIKEWISE,THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK AND THAT WILL USE VARIOUS SLOPE MOLDING TECHN/OUES TO ENHANCE THE AESTHETIC DUALITY OF THE SLOPE,WHILE MAXIMIZING THE 2 LIMITS OF CONSTRUCTION SHALL BE 10'EACH SIDE OF THE CENTERLINE OF UTILITY INSTALLATIONS BUT NOT BEYOND ENVIRONMENT STANDARDS. OF THE INVOLVED UTILITIES IN THE PROJECT AREA. REVEGETATION POTENTIAL ALL CUT AND FILL SLOPES SHALL BE ROUNDED AT THE TOE TO BLEND WITH THE EXISTING TERRAIN. RIGHT-OF-WAY LINES.PROJECT LIMITS ADDITIONALLY INCLUDE ALL DESIGNATED BORROW AREAS EXCAVATION DISPOSAL AREAS 2 CONTRACTOR IS TO OBTAIN STATE DEWATERING PERMIT IN CASE OF GROUNDWATER/N THE TRENCH. 2 UTILITY LINES SHOWN ON THE PLAN SHEETS ARE LOCATED FROM THE BEST AVAILABLE INFORMATION THE CONTRACTOR SHALL BE ADDITIONALLY,WHERE SOILS ANO STEEPNESS OF SLOPES PERMIT,TERRACES WILL BE CONSTRUCTED TO AID THE RE VEGETATION OR MATERIAL OR TOPSOIL STOCKPILE AREAS.RESPECT ALL TREE/VEGETATION PRESERVATION ZONES(PER SPECS). RESPONSIBLE FOR THE VERIFICATION AND PROTECTION OF ALL UTILITIES IN PLACE. PROCESS. 4 ALL MATERIALS AND WOANY AILSHALL BEWORKMSUBJECTANSHIP THATINSPECTIONDS C THE DOA, THE CITY WILL RESERVE THE RIGHT TO 2 THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 411 A MINIMUM OF TWO BUSINESS DAYS IN 2 THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES BUSHES AND EXISTING IMPROVEMENTS TEMPORARYTAI RUCTION EASEMENTS MAY BE REQUIRED AND ARE TO BE COORDINATED WITH PROPERTY OWNER AND THE RED ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT GOES NOT CONFORM TO THE CITY'S STANDARDS AND ADVANCE OF ANY EXCAVATION OR GRADING. INSIDE AND OUTSIDE THE LIMITS OF WORK.SPECIFIC PROVISIONS ARE SHOWN ON THE PLANS. MOUNTAIN HOA. SPECIFICATIONS. 5 THE CONTRACTOR MUST CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS/N S THE CONTRACTOR MUST NOTIFY THE CITY OF ASPEN WATER DEPARTMENT THROUGH THE FRONT OFFICE(PHONE 970-920-5//0/AT 4 THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES ANO STRUCTURES AFFECTEO BY THE WORK.ANY DAMAGE SHALL 4 THE CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPE,HARDSCAPE,ANO SNOWMEL TED AREAS/N-KIND. EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E.P.A. LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. BE REPAIRED AND RESTORED TO THE SATISFACTION OF THE CITY OF ASPEN,ASPEN CONSOL IOA TED SANITATION DISTRICT,AND S SPECIFIC HIGHLY VEGETATED AREAS AND AREAS WITH TREES IN PROXIMITY TO THE WORK ARE CALLED OUT ON THE PLANS BUT 4 ANY SIGNAGE REMOVED GORING CONSTRUCTION THAT IS NOT SHOWN TO BE ON THE PLANS SHALL BE REPLACED OR RETURNED TO 8 ALL WATER MAIN PIPES FITTING ANO APPURTENANCES SHALL MEET THE CLASS CALLED OUT BY THE CITY OF ASPEN'S WATER UTILITY PROVIDER.THE CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS AS NECESSARY. MAY NOT INCLUDE ALL SUCH AREAS.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION CONSIDERATIONS IN HIGHLY ITS ORIGINAL LOCATION. DISTRIBUTION STANDARDS. S EXCAVATION AT GAS LINES,TEMPORARY COVER GORING CONSTRUCTION SHALL BEAT LEAST ID INCHES OVER THE GAS CONDUIT. VEGETATED AREAS.ALL DAMAGED OR REMOVED VEGETATION SHALL BE REPLACED IN K/NO AT THE CONTRACTOR'S EXPENSE. FINISH GRADE OVER THE GAS CONDUIT MUST BEAT LEAST TWO FEET AND NO MORE THAN SIX FEET. 7, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEO TECHNICAL REPORT/INVESTIGATION 7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF SEVEN FEET. COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE 4 EXISTING UNDERGROUND TELEPHONE,FIBER ANC CABLE TELEVISION FACILITIES MAY BE LOCATED IN CLOSE PROXIMITY TO THE (PERFORMED BY XXX DATED XX.XX.XXXXI.CONTRACTOR TO NOTE REQUIREMENTS FOR EXCAVATION,BACKFILL AND SUPPORT REQUIRED TO ACCOMMODATE EXISTING GRADES AND AVOID HIGH POINTS IN THE WATERLINE TO A MAXIMUM OF TEN FEET IF GRADE WORK.ISTHEGUNDERGROUND T L,PHONE,NECESSARY,M CABLE T Y EVISIONE THE CABLES M Y DURING CONSTRUCTION AND REINSTALL THEM MATERIALS THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE INFORMATION CONTAINED IN THIS REPORT PRIOR TO CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER OBSTRUCTIONS THE PROPOSED WATER MAIN GRADE CAN BE VARIED ACCORDANCE THE CONRACTORH THEAY,IFNEIASSRYE TTEMPO FIBER OR CABLE TELEVISION COMPANY'SINGCO TRUCLIONSWITHTHETAL TH 8EROSION CONTROL NOTES, CONSTRUCTION. PROVIDED THE SEVEN FOOT MINIMUMBE DEPTH OF COVER IS POINTS. OR AS DIRECTED BY CITY STAFF IF BEDROCK/BOULDERS ICONSENT.COORDINATION WITH BOTH THE TELEPHONE AND CABLE TELEVISION COMPANY IS REQUIRED TO BE DONE BY THE I. THE ULTIMATE RECEIVING WATERS ARE THE ROARING FORK RIVER. 8 THROUGHOUT ALL PHASES OF CONSTRUCTION,UNTIL THE FINAL ACCEPTANCE OF THE PROJECT,THE CONTRACTOR MUST KEEP THE ARE ENCOUNTERED.THERE SHALL BE NO LOCALIZED HIGH POINTS. CONTRACTOR. WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE AS NECESSARY. 4 PRECAUTIONS MUST BE TAKEN TO PROTECT WATERLINE PIPE INTERIORS FITTINGS AND VALVES AGAINST CONTAMINATION AND BE 2 TOPSOIL WILL BE STRIPPED AND STOCKPILED WITH REINFORCED FILTER LOGS SURROUNDING STOCKPILE AND THEN SEEDED AND THE CONTRACTOR HAS TWENTY-FOUR(211 HOURS AFTER THE DEPOSIT OF ANY EARTH,GRAVEL OR OTHER EXCAVATED MATERIAL TO KEPT CLEAN AND DRY AT ALL TIMES A WATER TIGHT PLUG SHALL REINSTALLED IN THE OPEN END OF THE PIPE AT THE END OF 0 THE CONTRACTOR SHALL AT THEIR EXPENSE,SUPPORT AND PROTECT ALL UTILITIES SO THAT THEY WILL FUNCTION STRAWED FOR STABILIZATION.CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEAVING THE SITE PER 1114111111111111110 REMOVE SUCH DEPOSIT.IN THE EVENT THAT THE EARTH,GRAVEL OR OTHER EXCAVATED MATERIAL IS NOT REMOVED,THE EACH WORKING DAY. CONTINUOUSLY DURING CONSTRUCTION EXCEPT THOSE DESIGNATED TO BE TEMPORARILY SHUT DOWN.THE CONTRACTOR SHALL PITKIN COUNTY CODE. GET AUTHORIZATION FOR TEMPORARY SERVICE DISRUPTIONS PRIOR TO ANY UTILITY WORK AT LEAST IBHOURS IN ADVANCE. ENGINEER OR OWNER WILL DIRECT SUCH REMOVAL AND THE COST INCURRED SHALL BE DEDUCTED FROM THE BOND.OUST CONTROL ,y WATERLINES WILL BE INSTALLED AT RELATIVELY STRAIGHT LINES BETWEEN FITTINGS EXCEPT WHERE SHOWN OTHERWISE ON THEX EROSION AND SEDIMENT CONTROLS ARE TO BE INSPECTED EVERY FOURTEEN CALENDAR DAYS OR AFTER EVERY STORM EVENT THAT CUSTOMERS SHALL BE NOTIFIED TO THE REPAIRED I PROVIDERS BY EITHER THE SHOULD A ROR UTILITY FAIL AS A RESULT WILL ONLY BE REQUIRED IF ADJACENT PROPERTY OWNERS ARE ADVERSELY AFFECTED OR IF DUST ADVERSELY AFFECTS PLANS.IN NO CASE SHALL THE MAXIMUM JOINT DEFLECTION AS RECOMMENDED BY THE PIPE MANUFACTURER BE EXCEEDED.PIPEEQUALS OR EXCEEDS A HALF INCH OF PRECIPITATION. MAINTENANCE OF TRAFFIC DURING THE PROJECT SUCH THAT,IN THE OPINION OF ENGINEER,ADJUSTMENT OF THE CONTROL OF THE CONTRACTOR'SLLCO OPERATIONS IT WILL TOTHEONIMMEDIATELY BY EITHER THE CONTRACTOR OR THE UTILITY PROVIDER ........CD PROGRAM IS APPROPRIATE.IT IS ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT. CURVATURE MAYGUIDELINES TO B PJROVIINT DE WIHIOATRIALSSUBMITTLNC WARRANTED BY MANUFACTURER.MANUFACTURER'S AT THE FULL COST OF LABOR AND MATERIALS THE CONTRACTOR. 4 CONTRACTOR IS AEESPBE CLEANED ONCEDEPOSTE ALL SEDIMENT RACHTSOLE TI ARE DTHEHEGHT MUD,F THE STRUCTURE. OUR. ALL INSTALLATION TO BE PROVIDED WITH MATERIALS SUBMITTAL. STRUCTURES ARE TO BE CLEANED ONCE DEPOSITED SEDIMENT REACHES ONE THIRD THE HEIGHT OF THE STRUCTURE. 8 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SURFACES THROUGHOUT THE PROJECT TO MAINTAIN TRAFFIC AND 4 ALL VALVE BOXES CLEANOUTS MANHOLES,GUY WIRES SHALL BE ADJUSTED TO FINAL GRADE. l4 IF Y CORROSIVE SOILS ARE ENCOUNTERED,ALL BURIED FITTINGS AND VALVES MUST BE WRAPPED IN II MIL POC YWRAP IN S ACTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES CAN BE FIELD MODIFIED/F NECESSARY BY ENGINEER OF PEDESTRIAN ACCESS.THE COST SHALL BE INCIDENTAL TO WORK. 8 THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF ALL SANITARY SEWER SERVICES ANC WATER SERVICES AREASEAS O OF HIGH SOIL CONDUCT/VIOL. RECORD AND APPROVED BY PITKIN COUNTY AND THE CITY PROJECT MANAGER. /4 CONSTRUCTION DE-WATERING/S TO BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT PRIOR TO CONSTRUCT/ON. //.TWO FORMS OF THRUST RESTRAINT ARE REQUIREDALL APPROVED FORMS AREBEGACUGS,THRUST BLOCKS,AND RODS CONCRETE 8 EROSION CONTROL FENCING AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL VEGETATION SEEDING IS AT D. REQUIREMENTS CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED PERMITTING. THRUST BLOCKS SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL BENDS TEES VALVES AND CAPS ETC.IN ACCORDANCE 14 IRRIGATION LINES MAY EXIST WITHIN THE PROJECT BOUNDARY.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO LOCATE LEAST BOPERCENT GERMINATED. I 1 1 II.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH WITH THE THRUST BLOCK TABLE SHOWN ON THE DETAIL SHEET.FOR CLARITY,ALL THRUST BLOCKS MAY NOT HAVE BEEN SHOWN IRRIGATION LINES THAT MAY BE AFFECTED BY THEIR WORK.ANY DAMAGED IRRIGATION EQUIPMENT OR LINES WILL BE REPLACED AT THE COST OF THE CONTRACTOR. 7. CONSTRUCTION ROAD,STABILIZED ENTRANCE,STAGING AREA,AND PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED 7 APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION IO.SH.A./. ON THE DRAWINGS FITTINGS WITH THRUST BLOCKS SHALL NOT BE BACKFILLEO UNTIL THE CONCRETE HAS BEEN GIVEN n SUFFICIENT TIME TO CURE. l/,ALL WORK DONE ON OR AROUND WATER FACILITIES MUST BE INSPECTED BY A CITY OF ASPEN INSPECTOR.ALL WORK DONE ON OR PRIOR TO ANY SITE GRADING OR EXCAVATION ACTIVITIES. r\ 41 /2 SUMITTLS SHALLNGES SHALLBERODEWITHOUTPRIOR WRITTENB ICORPOLTETHEO THEP R. AROUND SEWER FACILITIES MUST BE BY AN ASPEN CONSOLIDATED SANITATION DISTRICT(ACSD/INSPECTOR.THE 8 STOCKPILED MATERIALS SHALL BE SURROUNDED WITH FILTER LOGS AND WEIGHED DOWN WITH SAND BAGS.LOGS MAY NOT CONTAIN V M 0 cp /1.HORIZONTAL SEPARATION BETWEEN THE SANITARY SEWER MAIN AND WATER MAINS SHALL BE MAINTAINED AT TEN FEET EXCEPTE' Q /$SUBMITTALS SHALL BE PREPARED FOR ALL MATERIALS TO BE/NCORPORATEO INTO THE PROJECT AND SENT TO THE ENGINEER FOR CONTRACTOR IS REQUIRED TO NOTIFY THE CITY OF ASPEN OR ACED TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. STRAW.CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF GIRT FROM VEHICLES LEAVING THE SITE. Z REVIEW AND APPROVAL. AT SPECIFIED CROSSINGS AND AS IDENTIFIED ON THE PLANS. /2 THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF(0/NINES OF VERTICAL SEPARATION FROM ALL SANITARY SEWER CROSSINGS. /2 TEMPORARY SHORING MAY BE REQUIRED FOR UTILITY INSTALLATION WORK ESPECIALLY IN AREA CLOSE TO OR IN EXISTING 8 ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES. W Q Q 6l /4 THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BESTAVA/(ABLEINFORMATION ONE FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE./F THIS SLOPES THE CONTRACTOR SHALL MAINTAIN SLOPE/TRENCH STABILITY UNTIL EXCAVATION IS BACKFILCED.THE CONTRACTOR 14 IF ANY TEMPORARY FCOWL/NEIS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE,CHECK DAMS SURFACE ROUGHENING AND \' � � AT THE TIME OF DESIGN.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FEATURES SHOWN.THE CANNOT BE MET THE ENGINEER SHALL NE NOTIFIED IMMEDIATE[Y. SHALL SUBMIT SHORING PLANS TO THE CITY AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SHORING OPERATIONS. AOOITlONAL BMPS SHOULD BE lMPLEMENTEC. < QQ n CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND ELEVATIONS OF THE CONDITIONS TO BE Cr 0 L.1 ENCOUNTERED DURING CONSTRUCT/ON. /4 FREEZE PROTECT/ON SHALL BE INSTALLED FOR ALL WATER MAIN AND SERVICES LESS THAN SEVEN FEET DEEP AND AWAY FROM //.RESURFACING OR REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING ACTIVITIES IMMEDIATELY UPON COMPLETION `l IS THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE.ANY WORK INSIDE PUBLIC RIGHT-OF-WAYS STORM SEWERS MANHOLES AND CULVERTS. OF SAID ACTIVITIES.IF RE VEGETATION PRACTICES ARE DELAYED,FIN/SHEO TOPSOIL GRADE SHALL BE PROTECTED AGAINST WIND O &, (1 v WILL REQUIRE APPROVAL FROM THE JURISDICTION OF AUTHORITY PRIOR TO CONSTRUCTION.USE OF ANY PRIVATE AREAS FOR THIS /S BLUE IDENTIFICATION TAPE SHALL BE INSTALLED//INCHES ABOVE ALL WATER MAINS. AND WATER EROSION WITH TEMPORARY EROSION CONTROL BMP'S IMMED/A TEL Y UPON COMPLETION. h O M PROJECT BY THE CONTRACTOR MUST BE APPROVED IN WRITING BY THE PROPERTY OWNER WITH A COPY OF THIS APPROVAL 18 ALL TRENCHES SHALL BE COMPACTED TO 12 WATER SHALL BE USED AS A OUST PALLIATIVE WHERE REQUIRED.LOCATIONS SHALL BE AS ORDERED.THE COST OF WATER SHALL PROVIDED TO THE ENGINEER PRIOR TO USAGE. BE INCIDENTAL TO OTHER RID ITEMS.SWEEPING AND CLEANING ADJACENT STREETS AND SIDEWALKS DURING CONSTRUCTION WILL CONDITIONING OF BACKFILLMATERIAL SHALL ACC BE BE ENT AS DETERMINED BY AASHTO T-98 WATER REQUIRED FOR MOISTURE OBTAINED FROM AN AUTHORIZED FILLING HYDRANT.ALL NECESSARY S EARTHWORK BE PERFORMED AS NECESSARY AND AS DIRECTED BY THE ENGINEER.SWEEPING,AND OUST MIT/GAT/ON IS CONSIDERED TO BE (Qj 14 ALL WORK SHALL BEGONE TO THE LINES GRADES SECTIONS AND ELEVATIONS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED COMPACTION TESTING SHALL BE COMPLETED THROUGH A CERTIFIED SOILS LAB. I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL,DEBRIS AND WASTE MATERIAL OFF OF INCIDENTAL TO THE WORK. OR APPROVED BY THE ENGINEER. l7.A COPY OF THE COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE CITY AND ENGINEER DURING THE COURSE OF THE THE PROJECT SITE. [� /7. THE ENGINEER SHALL BE NOTIFIED WITHIN dBHOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. PROJECT. 2 ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF,BY AND AT THE EXPENSE OF cT` /8 THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND/OR TOES /8 THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED WATERLINE TESTING.ALL TESTING WILL BE COMPLETED IN THE PRESENCE THE CONTRACTOR. OF SLOPE AS SHOWN ON THE PLANS.ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITIONS BY OF THE CITY'S REPRESENTATIVE. THIS INCLUDES PRESSURE AND LEAKAGE TEST,FLUSHING AND DISINFECTION,BACTERIOLOGICAL 2 ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO COOT/ASTM STANDARDS. 14 BENCHMARK AND SURVEY CONTRA/ O THE CONTRACTOR AT THEIR OWN EXPENSE. TESTS AND PIPE CONDUCTIVITY CONTINUITY.DISINFECTION OF THE WATERLINE SHALL BE/N ACCORDANCE WITH THE PROCEDURECt /B THE CONTRACTOR SNAIL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES BUSHES AND EXISTINGIMPROVEMENTS SET FORTH IN AWWA C651,,LATEST EDITION,DISINFECTING WATER MAINS 4 /F GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER/CITY PROJECT MANAGER BEFORE PROCEEDING WITH WORK IN AREA OF I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL LAYOUT ON THIS INSIDE AND OUTSIDE THE LIMITS OF WORK NOT CALLED OUR FOR REMOVAL OR REPLACEMENT.SPECIFIC PROVISIONS ARE SHOWN /8 A PRE-CONSTRUCTION MEETING WITH CITY STAFF AND THE ENGINEER WILL BE REQUIRED WITH A MINIMUM OF TWO GAYS NOTICE. GROUNDWATER. PROJECT.COORDINATES ARE REFERENCED IN THE COORDINATE LIST SHOWN ON THESE PLANS THE CONTRACTOR SHALL ON THE PLANS. S IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER/CITY PROJECT MANAGER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN STAKING OF THE PROJECT FOR 14 ABANDONMENT REQUIREMENTS CONSTRUCTION. 14 NO TREES SHALL BE REMOVED OR TRIMMED WITHOUT PR/OR ACKNOWLEDGEMENT OF THE PROPERTY OWNER ANO/OR PROJECT 20/. FIRE HYDRANTS AND ASSOCIATED VALVES SHALL NOT RE ABANDONED IN PLACE,BUT SHALL BE REMOVED.HYDRANT BRANCHES 4 EXISTING DITCHES RUN ALONG RED MOUNTAIN ROAD AND HUNTER CREEK ROAD.IF DISTURBED,THE DITCH SHALL BE REPLACED IN ENGINEER.ALL APPLICABLE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ITS ORIGINAL LOCATION BY RE-SCARICING MATERIAL EIGHT INCHES BELOW THE CATCH AND COMPACTING WITH A NEW THREE INCH 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS RANGE POINTS TIES BENCHMARKS AND/OR SHALL RE PLUGGED AT THE MAIN ACCORDING TO Cur OF ASPEN STANDARDS ITS OF BENTON/TE MIXED SOIL.ONE(/1 POUND OF BENTONITE PER ONE III SQUARE FOOT OF AREA IS REQUIRED.THE SURVEY CONTROL POINTS WHICH MAYBE DISTRIBUTED OR DESTROYED BY CONSTRUCTION.SUCH POINTS SHALL BE REFERENCED 1/.THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY DURING 142 COUPLINGS ARE NOT DESIRED.THE CORPORATION VALVE IS TO BE CLOSED AND THE SERVICE CUT AT THE COMPRESSION NUT. CONTRACTOR SHALL CONTACT AND COORDINATE ALL WORK WITH THE DITCH COMPANY. ANO REPLACED WITH APPROPRIATE MONUMENT BY A REGISTERED PROFESSIONAL LAND SURVEYOR AUTHORIZED TO PRACTICE CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE. TEES SHALL BE PLUGGED AT THE SOURCE WITH AN APPROVED FITTING AND RESTRAINED.INSPECTION BY THE CITY'S WATER LAND SURVEYING IN THE STATE OF COLORADO.PROPERTY CORNERS WHICH FALL WITHIN NEW CONCRETE FLATWORK SHALL BE 12 THE CONTRACTOR SHALL PROVIDE SAFE PEOESTRIAN ACCESS AT ALL TIMES DURING THE PROJECT. DEPARTMENT IS REQUIRED PRIOR TO BURYING THE WORK.THE CONTRACTOR SHALL NOT OPERATE EXISTING WATERLINE 8 AREAS OF HEAVY VEGETAT/ON,TREES,ROCKS ETC.MAY NOT ALL BE SHOWN ON PLAN SET. THE CONTRACTOR SHALL FAMILIARIZE DURABLE AND SET FLUSH.THIS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. VALVES.CONTRACTOR SHALL NOTIFY THE CITY AT 1970/9705/00 A MINIMUM OF/8HOURS IN ADVANCE OF ANY SERVICE THEMSELVES WITH THE EXISTING CONDITIONS AND REQUIRED CONSTRUCTION METHODS TO PERFORM THE WORK.CERTAIN AREAS 12 THE PHYSICAL FEATURES DISPOSED OF REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME THE PROPERTY OF THE ABANDONMENT.PURE CORE IS ONLY ALLOWED FOR TEMPORARY SERVICES. MAY REQUIRE TREE REMOVAL BOULDER RELOCATION,CLEARING AND GRUBBING,ETC.THAT MAY NOT BE SPECIFICALLY CALLED OUT. CONTRACTOR ANC BELL HAVE OF OFF-SITE UNLESS OTHERWISE NOTE[. 7. THE CONTRACTOR SHALL RE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY 14 THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND APPROVED CONSTRUCTION PLANS AND all ALL EXISTING WATER MAIN ALONG THE PROPOSED ALIGNMENT SHALL BE ABANDONED IN PLACE.ANYTIME AN EXISTING WATER PORTION OF THIS PROJECT.GROUNDWATER SHALL BE PUMPED,PIPED,REMOVED AND DISPOSED OF IN MANNER WHICH DOES NOT SPECIFICATIONS ON SITE AT ALL TIMES. MAIN/S CUT,IT SHALL BE PLUGGED WITH A MECHANICAL JOINT CAP.ANY EXISTING WATER MAIN IN CONFLICT WITH THE NEW CAUSE FL 000ING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS WATER MAIN AND/OR WITHIN THREE FEET OF NEW WATER MAIN SHALL BE REMOVED AND DISPOSED OF.COSTS FOR THIS WORK SHOWN ON THESE PLANS.THE CONTRACTOR IS RESPONSIBLE FOR ANY COLORADO DEPARTMENT OF PUBLIC HEALTH AND CHECKED BYRBG AANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. WILL NOT BE PAID FOR SEPARATELY BUT/S CONSIDERED INCIDENTAL TO THE WATER MAIN WORK AND INCLUDED IN OTHER PAY ITEMS.MAIN LINES THAT ARE TO BE LEFT IN PLACE SHALL BE CAPPED AT BOTH ENDS WITH A MECHANICAL JOINT CAP.ALL ENVIRONMENT STORM WATER DISCHARGE OR DE-WATERING PERMITS THAT CORRESPONDING WITH THESE ACTIVITIES. DRAWN BY:TRS VALVES ARE TO REMAIN OPEN WITH VALVE BOXES PULLED OFF TWO FEET BELOW GRADE AND FILLED WITH DIRT. 14 ONS/TE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY A GEO TECHNICAL ENGINEER AND SHALL BE 14 SWIVEL TEES MAYBE USED FOR ALIGNING HYDRANT VALVE AND VALVE BOX WITH EXISTING GRADES OTHERWISE CITY DETAILS SCREENED TO SIX INCH MINUS INSTALLED IN TWELVE INCH LIFTS AND COMPACTED TO OS PERCENT WITH OPTIMUM MOISTURE SHALL BE FOLLOWED. CONTENT. M 12 NEW SERVICE TAPS ARE TO BE PERFORMED BY THE CITY OF ASPEN WATER DEPARTMENT WHEN CONNECTIONS ARE READY TO BE II.STRIPPED TOPSOIL GENERATED ONS/TE TO BE STOCKPILED AND USED FOR RE-VEGETATION. Z 1 SANITARY GENERAL NOTES MADE.TWO DAYS NOTICE MUST BE GIVEN.NO WATER TAPS/CORPORA TION STOPS SHALL BE BURIED FOR FUTURE CONNECTION.(I.E. N i i i i I. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST ASPEN CONSOLIDATED SANITATION D/STR/CT(ACSD/ NO PRE-TAPPING OF FUTURE LOTS IS ALLOWED WITHOUT A SIGNED PRE-TAPPING AGREEMENT).PRE-TAPPING WILL REQUIRE STANDARDS AND SPECIFICATIONS. TESTING AND DISINFECTION ACCORDING TO CITY OF ASPEN STANDARDS. 2 INSTALLATION OF NEW SANITARY SEWER IN AREAS WITH WATER MAIN AND SERVICE CROSSINGS MUST COMPLY WITH CITY OF 12 ALL PIPING COMPONENTS REQUIRED FOR TIE-INS TO THE EXISTING WATERLINES MAY NOT BE SHOWN ON THE DRAWINGS.THESE ASPEN,ACSD,AND THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT STANDARDS. SHALL BE PROVIDED AS REQUIRED BY THE CONTRACTOR AS PART OF TIE-IN TO EXISTING SYSTEM BID ITEM. LEGEND N y 2 CONTRACTOR IS TO OBTAIN STATE DE-WATERING PERMIT/N CASE OF GROUNDWATER IN THE TRENCH. 1L SOLID SLEEVES AT EXISTING CONNECTION POINTS ARE IMPLIED AND ARE NOT SPECIFICALLY CALLED OUT ON PLAN SET. Q 1 1 11 11 2 ALL MATERIALS ANO WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE ACSO. THE DISTRICT WILL RESERVE THE RIGHT TO 12 CONTRACTOR TO VERIFY SIZE OF ALL EXISTING SERVICES.CONTRACTOR TO NOTIFY ENGINEER AND/OR CITY PROJECT MANAGER 0fN ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THEIR STANDARDS AND SPECIFICATIONS. OF ANY DISCREPANCIES. ■ ASPHALT 4 THE CONTRACTOR MUST NOTIFY THE ACSD AT LEAST TWO FULL WORKING GAYS PRIOR TO THE START OF CONSTRUCTION. S ALL SEWER MAIN PIPES FITTING,AND APPURTENANCES SHALL MEET THE CLASS CALLED OUT BY THE ACSD STANDARDS. PATIOS 4 ALL SEWER MAINS WITHIN THE ROAD CORRIDOR SHALL HAVE A MINIMUM COVER OF SEVEN FEET.ALL SEWER MAINS OUTSIDE THE LI GRAVEL/ROADBASE ROAD CORRIDOR SHALL NAVE A MINIMUM COVER OF FIVE FEET. COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE REQUIRED TO ACCOMMODATE EXISTING GRADES TO A MAXIMUM OF TEN FEET IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR El DECORATIVE WALKWAY OTHER OBSTRUCTIONS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. N BIG-RETENTION AREA W 7. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF/8INCHES OF VERTICAL SEPARATION FROM ALL WATER MAIN CROSSINGS.ONE S FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.IF THIS CC CANNOT BE MET THE ENGINEER SHALL NE NOTIFIED IMMEDIATELY. ------— PROPERTY LINE GO EASEMENTS S --•--•--•--•— BUILDING ENVELOPE O. PROPOSED CONTOURS Z LU EXISTING CONTOURS p (0 FLOW LINE C= —C C PROPOSED CABLE TV LINE Z T PROPOSED TEL LINE U LL G PROPOSED GAS LINE O Q 1 I 1 1 I 7 E PROPOSED ELECTRIC LINE —W S W S— PROPOSED WATER SERVICE SS SS PROPOSED SEWER SERVICE JOB#.2017-30 EX-WL EXISTING WATERLINE NOT FOR CONSTRUCTION E X-S5 EXISTING SANITARY SEWER oe EXISTING OVERHEAD ELECTRIC EXUE EXISTING UNOERGROUNO ELECTRIC EX-G EXISTING GAS LINE E X-C T V EXISTING CABLE TELEVISION O PROPOSED DRYWELL I i i pD PROPOSED CATCH BASIN U ST EXISTING STORM MANHOLE W OEXISTING SEWER MANHOLE C) O E❑ EXISTING TRANSFORMER 111 11'N © EXISTING CABLE PEDESTAL CL Li AL EXISTING TELEPHONE PEDESTAL ><wv [ (J ❑T EXISTING WATER LINE VALVE TOW TOP OF WALL ELEVATION m BOW BOTTOM OF WALL ELEVATION X SPOT ELEVATION —21111—FINISHED GRADE SLOPE GENERAL NOTES C' 1 11 ' RECEIVED 02/14/2019 ASPEN BUILDING DEPARTMENT // \ \ \ \ \ \\ CONSERVATION EASEMENT ................1W . / \� w . • s _1\: \ \ f m\ V A — — I /"--.. / \ \ s m \ \ PROPERTY LINE — r \ \ \ \ •\\ - Imo- {•... <./ \ \ \ \ \ - EXISr'1NG SEWER LINE \ / ✓' h \ \ \ SEMENT ND A EA \ \\\ �� f� \\ \\ • O :,n� \\� / ✓� \ _ IfX75TTNG.TRAILEX l SS FIRE HYDRANT \\� mf . . . . . . . \ \f. \ \\ ...-.. _:/ .. `.• 1''._ �• /.\ .\ * ... •. . ,./ \ \ ....,. , .. � m \\.........tl.. /� �1� I /.....„. ,is :.// ,,,, 4,4,.,,, .: i • • ./ . . : : . : : : : , , : . . : : : .; .: .; .; .: :.. ..: . . . . . . . . . . : : .• . . . . : . : .. : : . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . z m .. F ; ; ; , 1: ... ,. ; ; : , i i. .! ...•... : /isor, _` f , ; , `\ \ °�o \ a t�`* r. TRANSFORMER AND • \ • / l '.{' / / `D \ _\�y COMMUNICATIONS \ _ , 1 . / s I i // o \ \ ` - \ 0 CONNECTIONS ` / !. / / I: frs �' \ \ \ \ 0A\ \. J, � W Q o • / / • ✓r Q + /[/ /, \-_ \ • \\ \ / • 15'TOP OF BANK SETBACK l/- III /l • +% ' • �•' / / Q • O / \ \\\ I / • / \ c \ • I /E -./ / SANITARY \. / • I S.• ER SE ENT W EA M .It fr t F. • \\ \\ f4 , \ ACCESS AND UTILITY ENVELOPES I TOP OF FLANK FROM MAROON CREAK - / /I:/ - l / "•r • `� \: m I f . r / r`r,"' qa" ." / i ." .' \,, ..' i i i mf ............. x� - +. \ \t '` _ • - E • • DRAWN BYTRS I BUILDING ENVELOPE f • r CHECKED BY'RBG ff • • f� \.. f 1 z • \% \ ,\\\ ° \\\ CONSERVATION •EASEMENT \ _ _ - •"•.,•./ /fy','r l / f " •-• ..• \,,_., \\\\\\ ..... . . . . r Q � f r X • • ��_ \\ \\ F, � °\\ • \ } ✓ • '/ -/f - " \ _o:EXISTING DRAINAGE .�: \ \\ I - ' w z F \ \• \ \ - EXISTING STORM DRAIN y:--' F • yy • .. ....\ t °To II• m U • .. , . . . . \ \\-(--,3' W Ik \ \. . . . . .. ,, \ '•\ \\ �( r� \\ � ss .....fir I I ` TRANSFORMER'AND \ \" \ °�o \�� • / *44, - COMMUNICATIONS JOB#2017-301 \ ''T N. �� 7.tr CONNECTIONS \ k I .../ NOT FOR \ *1‘.. , ".": I\\\ CONSTRUCT/ON '•.,.. \ i • X • \ POND :\ U LLJ O \ •••. - • I .... 2 Cr LU F+.. \ \ • ., /II - '' ,i\ \ i \ N / . Q \�\ �< • Q • m • \ \ -' \ . ., ... .. , , .. '.. .• i / % EXISTING GRAPHIC SCALE CONDITIONS 9 1 IN FEET) CEIVED I Inch=20 ft. 02/14/2019 ASPEN BUILDING DEPARTMENT \ \, \ \ \ N _ t �fl • • \ Ff GF G\ \ \ \ \ ! \ j . 1 .. -. \\ .-/ \ \ ...4 0 4 p•,ofri le \__ '•..,, BIO-RETENTION POND ................... - y4 -J L \ \\ f4 �", \\ \ � 0 1,- . WOCV nr '•� NORTH DRY WELL _ � �f I, 'FX ss 7 IIIP \\ �\' `^f \ `, \\ \ �� OVERFLOW WEIR /.l�/ ��% \ \ . '' ; -- \ '',` \''', \ ----•".. ........A 0 I. //5 0 ,,, :: ! i : ! ,.....-...-• LL c 'et,F \ 0 40,, __kt .--••... ., �/ / I Si/ I r • j v°? #4>\''S‘,•.11:. vil.,----, ....iiiiS 44111 ,,,,.. 4:: :k./ /44/1fr°1fr i\ i ) / //i , 1 : ! .:. . , \ \ ''t*** ‘..° \ *1\ \\*.....a... 7.----------- . . .••/4.4, 4004/ / . • • eV3 19�� Q��� ^�^� 1 fi j/ .. • • • • • 2 w n 1 i '... \ \ <. -........ \\\ . 4 t,.s P\Ar i I . / . // • • \ .:; :.,c' ' \ X . \ \ 941 \\\\\\ ...1 alit * ‘ \ /' / \ • • • QC • \ \ \\ \ iiiii -g... \ : ^ p + \ \ \ - - / SOUTH DRYWELL L l'- / / {/[J / \\ \\ c \ -...� ` , `,,��8 TOTAL DETENTION �J` /// /1 .! / / I • • \\\\*O''''' l'. 31(?0, -4-1 .......,.... ,_ I / I/ ,,, . .. . \ m,, \ _ '` G. \), 7/ - -%i ; / ,„ CHECKED BY:RBG \ \\ \ �� j / /! / y. '��� DRAWN BY:TRS k \ \ a - 9995 \ \k Ili co • \ Ff \ SHALLOW UTILITY - 'S $ - - f Z \ x \ ! CONNECTIONS q9°? //: .: \ \ mf a GAS SERVICE CONNECTION '��1.` - y 0 eo llri\ \ \ \ \ QJ 6 / / / w 'o WATER SERVICE CONNECTION- I p�J ¢ i\ \ 1GS \ PER COA DETAIL - I \ �\�/ o I 1 \ • \ � f .....�95............ �✓F '11 \ /% ...." \ \ \\ - DEMO ASPHALT FOR..,. I _ - ✓ -''� UTILITY CONNECTION,`: \\\\\REPL R€PLACE PER DETA{C0 I `' \✓F X+ •. o a $\ 1 \ \ / mom. w . --\• o m \ ! _ COMMON-TRENCH ✓ ✓ I' \ _ \\ ^\\ \\ ISHACCOW UFfLITfES �� � t' \F • it Z \ • \ \ / a ' , , 1 , , , \-..„.... \-,„... \....... '-....... \,„... \ • a a'1!.Ytg( `� I JOB#2017-30 1 \ \ .. \ \ �. �� �j'7 ;\ NOT FOR ♦, \ l �Tp ��\ `3 S. •'�"' ✓ I I \ CONSTRUCT/ON % . \ : "... *. \ '...„ \ • \Fk. / SHALLOW UTILITY ` - .\�... \\ �( �J� *\ l � CONNECTIONS 4,*.V_„.,,,, • • .... 7 - FX, 4 F- • /�/�V t� l • LLI •• • , • - • • • • \ . . • W CO, ,, e418 / 14'0)7/ ,., •-... \ "....., • • / s, .. . ( •,. 1 SITE ` GRAPHIC SCALE OVERVIEW o Oa 1 IN FEET 1 • 9• R CEIVED I Inch=20 ft. 02/14/2019 ASPEN BUILDING DEPARTMENT • • • \ -• - - - - s_;71 Onsite Basin Data Entry \ - - \ - Basin U Total Area Impervious Area Impervious -11 ` e ',� \ FX,Ss ft) (ftz % \ `\ -'1\ I 1 17752.00 9772.00 55.05% / + \ 3 36796.00 2904.00 7.89% BID-RETENTION POND NORTH DRYWEL POC 2 2 3760 00 3566 00 94 84% 10,DEEP,A'DIA ,1v o \ POD-I �I \ \ TOR AGE VOL,=6CY-162 F STORAGE=203CF - I -1\A® OVERFLOW WEIR C CA fiCH BASIN I i r� "• 1 5 Year Peak Discharge Developed Calculations \ i O ; / ,- )/ I 1Hour(Pi) 0.64 •// „ INLET-1 `� ) • Return Period 5 h 0 ' Basin ID Total Area Imp.Area Impervious CValue Time ofC Intensity QMax ��� `: �� f. 4IP/A See(D1) (ftz) (ftz) (%) From Table (Ta) 1=88.8Pz/(10+Ta)z"asz (ftz/sec) % i . 1 17752 9772 55.05% 0.370 5 3.29 0.50 / *�' /...... 760 3566 94 84% 0.720 5 3.29 0.20 / 0 MAJOR BASINl -.111 DOWNSPOUT-A 2 3 ° O Ari `� -_ 111111lit \� IOWNSPOUT-3 l 3 36796 2904 7.89% 0.100 5 3.29 0.28 �" \, o /./ / DOWNSPOUT-2 5 Year Peak Discharge Pre Development Calculations \ O \ y .._ /%%MAJOR BASIN I I ® / • -r 1 Hour(Pi) 0.64 \ \\ \ �/ 4 \ ,� ` �� �, 10LV"F01d"E"`Mz`x" //\ • Return Period 5 \` 1�g0/� \\_ i `® / �� zrrous�->R ` / \ / Basin ID Total Area Imp.Area Impervious CValue Time of Intensity QMax \ / ' ' \\ w A '? A \* �� '• if See(D1) (ftz) (ftz) (%) From Table (Ta) 1.88.81,A10+Ta)z""z (ftz/sec) �� �0 ) / V� �� ` / 1 17752.00 0.00 0.00% 0.080 5 3.29 0.11 \\V A V �" / 1 2 3760.00 0.00 0.00% 0.080 5 3.29 0.02 \ \ l- 1NE,ET-2 \\ � / / ? 3 36796.00 0.00 0.00% 0.080 5 3.29 0.22 om� \\\ \• \ / DOWNSPOUT-1 /• / *\ 1^ iiihrillit • / I • `/ / 100 Year Peak Discharge Developed Calculations DOWNSPOUT-5, \ 7 g P \ ��\ �. / _� ,/ G7 h" 1Hour(Pz) 1.23 \ �z` A ..� % A / =,, Return Period 100 \ \� , SOUTH ORYWELL - l \ \\ s PpC-3 / /`� / -`1 Basin ID Total Area Imp.Area Impervious CValue Time of Intensity QMax \ I s `,,\ 1 f'DEEP,5'DIA:. r l See(D1) (ftz) (ftz) (%) From Table (Ta) 1=88.8Pz/(1WTalzosz (ft'/sec) \\ \ f j'®N \v ��V , STORAGE 317CF -.�, /: / \ \\\ ��99`�� / 1 17752 9772 100.00% 0.950 5 6.33 2.45 ,\ \ \ .. ... All$1)0P , `�/``,`` �(� / / / / 2 3760 3566 66.67% 0.590 5 6.33 0.32 \ .\ mf \ �,_`ves 9 %f /�% 55. 3 36796 2904 40.00% 0500 5 6.33 2.67 \ ���'.-s=% �} '' 100 Year Peak Discharge Pre Development Calculations \\ \ G`n \® j l 11// 1Hour(P1) 1.23 \ % :. 7775 / Return Period 100 \\ \\ \ mf" \ • I % / p Basin lD Total Area Imp.Area Impervious CValue Time of C Intensity QMax \ ., r \ vJ - p See(D1) (ftz) (ftz) (%) From Table (TO 1=88.8P,/(10+Ta)zosz 0e/sec) \ • / \ \ F `r \\ / ::: •/ /� y`� 1 17752.00 0.00 0.00°% 0.350 5 6.33 0.90 • \\.. \ C 0 \\\ 72y3 - I / , _ • 0 //l : 2 3760.00 0.00 0.00% 0.350 5 6.33 0.19 • \ \\ � \\ I (jr % �' / / /7I 3 3679600 000 000°% 0350 5 633 187 \ / MM. e `\-� \ a, �� ,\\ ...7795.... I /i ... i , . . \ \u \\ • '/ / Water Quality Capture Volume Storage \ \ �" \\ • I /• �' `/ Basin Total Area Impervious Area Impervious WQCV Table Value WQCV Storage F.O.S. Required Storage BMP '-\ \\\ \ I \• 00 (ftz) (ftz) (%) (in) (ftz) (ftz) • Y 1 17752 9772 55.05% 0.107 158.3 1 158.3 Bio Retention pond 'i \ \ om\\ I • • �Q -/ •':. //._ `'`. o 2 3760 3566 94.54% 0.220 68.9 1.5 303.4 North Drywell F `€ I : • :...•• ., I Full Detention Storage \\ \\ \\ I s/ �� \ \ \\ Basin Total Area Impervious Area Impervious Full Detention Depth Required Storage BMP F m 7B� , +Ff \ (ftz) Iftl 1%l (in) (ftz) \ \\ C cTa \ I ..� i L... �'YS.,,. } \ \ \', 3 36796.00 2904.00 7.89% 1.23 298 South Drywell `\\ \ \\\\ wit,in, • II // /// .� \ \ \\ \�\ Ojq� .. .. °r ��\ � �',r Bio-Retention Volume �' \ °m ��\\ (mac /// )��' N \ BMP Basins 2-D Area Storage Depth Total Capacity Required Capacity \\\'M I X (Name) (I) A(sf) H(ft) (ftz) (ft') • •'' F+- 4/- • - \I / \' Bio-Retention 1 340 1 232 158 •• �Z Oil, -I�\� l R. 4.1c NOTE,20/6 AUTO CAO CIVIL 30 SURFACE TOOLS WERE USED TO CALCULATE POND VOLUMES v \ #4*. t Drywell Storage \ \_ °@ \ ,�/g F�. /Fk " YJ \ Drywell Basins Diameter Storage Depth Internal Volume External(18"of Screened Rock)Volume Total Capacity Required Capacity Cr `., '�J` \ (Name) (R) D Ift( H(ft) n*H*(D/2(u(Ift') 0.3*n*H*(ID/2)+1.5(r (D/2)z)(ftz) (ftz) (ftz) III 'NIN. .tf / \ \ North Drywell 2 4 10 126 78 203 303 \ / \ �•. \444�4\�-'''' } \ South Drywell 3 5 11 216 101 317 298 \ om �l Ql,.' lam\ C Fa., C'1". \\ \�\ \\;.'. \ \ ..... • \ / ,...\ ''-k, \\ , .../ '.. I• • . \ '..... \• • _ �� �� A \ '\\ i \ \\\\ `\c 2:,.. \ \\ \ \ GRAPHIC SCALE hIl 1 IN FEET I RECEIVED 11ncn=zo ft. 02/14/2019 ASPEN BUILDING DEPARTMENT �- • FPSN : 100 Year Sub Basin Peak Discharge Developed Calculations \ 1Ho t 1.23 S ur(P) • • \\ Return Period 100 \ • S68 Total II CVI TofC It Sub Rate\ - u Basin o a AreaArea ImperviousValue Time Intensity u Basin ow a e ..... ...................�7g0-.................., Ss.. From Table a 1= a u i A Imp. mpesity S Flow \-- • (Name) ç ; o Aft) A/A(%) F Tbl ( ) 668Pt/( 7) . (76 h(fsec) 2 0 ..itimoie • 07.00 2307.00 100.00% 0.950 5 6.33 0.32 \ e '., Ex,SSI 2.1 1179.00 1179.00 100.00% 0.950 5 6.33 0.16 • \ ;\; 2.2 466.00 466.00 100.00% 0.950 5 6.33 0.06 '• 2.3 82.50 82.50 100 00% 0.950 5 6.33 0.01IIIP \ `: \\\I// \/ 2.4 1724.00 1724.00 100 00% 0.950 5 6.33 0.24 \� "•., ""1, s 3.1 565.50 26.50 4.69% 0.350 5 6.33 0.03 (IT \ O n 3.2 36183.50 1074.90 2.97% 0.350 5 6.33 1.84 `\ \ ` / 3 3 1171 50 117150 100 00% 0 950 5 6.33 016 \ 3 NORTH be YWELL /,P I Cr p a '••.. / PIPE-8 - `V t\ � OWNSPOTION OO I11 \ i CONNECTION PIPE 7 Ck�r' `� N O /'.)., '.BEND WITH CLEAN I `N' • SUB-BASIN-2.3 \ / Storm s stem Pipes �' \\ 4 SUBBASINL9 1 � '!PE 6 _ Y (� n p •' :INL T-1 __.,-A "' POC Pipe Contibuting Sub-Basins Design Flow Rate ko• ' /$ I �_�...0 -F=- + S"� Bio-Pond 1 1.1 0.20 2 L�C n • • /^/\/ C. .. / ®'1 <� / P DOWNSPOUT-A 2 1.2 0.79 -. W . �j SUB-BASIN-2.l O14�� m � � PIPE-5 I 3 1.4 0.32 O m O / / -\W ♦ /- DOWNSPOUT-3 , North Drywell 4 2.2 0.06 LL h ZO --/ ` O / 4,�. DOWNSPOUT-2 % 5 2.4 0.01 r n 0, \ \' / Q\Q ,'l ® 6 2.3,2.4 0.01 V V �- V ' CA SUB-BASIN 2.J 7 2.3,2.4 0.48 \ \fr (J ` 8 2.2,2.3,2.4 0.31 0 _ \ j \ ` o/ `/ 5`� • \ South Drywell 9 3.1 0.03 O \\ 1 A 2 % A / • 10 3.3 0.16 ^<- �d \,• _ l 7.------. _ - \ T_7� �� • �' 11 3.3 0.16 Cl l \\ SLOT+RAINONNECTIO • \\ SUB-BASIN-1.2 `\ ACI ATCHB 41N TYPE 60/ • \V 1 V /SUB-BASIN-LA / • V,1 \\\ .. I _ \ f g Hydraulic Grade Line and Pipe Capacity m G \\\. 1 '�,� \\. , DOWNSPOUT 5 • / • • \ Design Flow Proposed P'pe 80%of Proposed Manning Full Pipe Cross Q Design/ Hydraulic Grade Line Depth of Flow Less Than SUB-BASIN-1.1 • \ / Pipe Rate Diameter Slope Diameter Coefficient Sectional Area Full Pipe Flow Rate CI d/U Depth of Flow) 80%of Pi Diameter ACO BRICKSLOT 100- Pipe ( Pipe �'f �\� ,y"I" \ SLOT BRAIN / • \'o l 1 i Q,(fe/sec) D,,dn) S(%) D„...B(in) n A(ft)=n(Dp,./2)2 Ch.(Os)=A(t.49/n)(ID,./48)43)S'I' Qnes/Wui (from Chart) d(in)=)d/D)"Dn,o (Yes/No) c y�ll^, ` % �� I !'' CHECKED BY:RBG % 0 / /` 1 0.20 4.0 6.78% 3.2 0.01 0.087 0.646 0.30 0.43 1.72 Yes DRAWN BY:TRS \ SOUTHORYWELL r� J': \ �� � ��� • o ��- • J ; 2 0.79 6.0 2.00% 4.8 0.01 0.196 1.034 0.77 0.73 4.35 Yes \ ?� ' ` �� ` �� /'- 3 0.32 6.0 2.00% 4.8 0.01 0.196 1.034 0.31 0.43 2.58 Yes V� ��/t/ /:'/ 4 0.06 4.0 10.87% 3.2 0.01 0.087 0.817 0.08 0.22 0.88 Yes Z y `\ \\ /1/1/1 `�� _/`��`• :.6'e ,1• • l //;f 5 0.01 4.0 2.00% 3.2 0.01 0.087 0.351 0.03 0.12 0.48 Yes $ \ \\• `Ot \ '' -w _ 4,J /i/ 6 0.01 4.0 2.00% 3.2 0.01 0.087 0.351 0.03 0.12 0.48 Yes 0 ,n \ !/ 7 0.48 6.0 2.00% 4.8 0.01 0.196 1.034 0.46 0.53 3.18 Yes \ ® � / / /J7 8 0.31 6.0 2.00% 4.8 0.01 0.196 1.034 0.30 0.43 2.58 Yes \ \ \\ 1,- �; 7775 '!' 9 0.03 4.0 9.71% 3.2 0.01 0.087 0.773 0.04 0.12 0.48 Yes IW- N 1 \\ \ \\ SUB-BASIN-3.2 I \\ t. '// / 10 0.16 4.0 22.12% 3.2 0.01 0.087 1.166 0.14 0.29 1.15 Yes O \\ \ ,�� // /✓ / 11 0.16 4.0 23.37% 3.2 0.01 0.087 1.199 0.13 0.28 1.10 Yes \\ \ �, O.% \\ 779,7_... I I( . / / `'� fr// /// �j 11, ` ` i J Sub Basin and Circular Inlet Calculations W `q� 1Hour(Pt) 1.23 m=40% Y,.33(Depress inlet by 4" t \ \ F, • � \\ ` I'....7795""• }/��• ADU CA BASIN-2 ' 1f //� \ �� l ` Return Period 100 Cs=50% 0-0.65 2 \ f \ I I _.. • `/ / Inlet lD Basin ID Total Area Imp.Area Impervious C Value Concentration Intensity Q Max Inlet Type Diameter Area(EQ.4-20) C Inlet Capacity (EQ4-19) Has Capacity \\u' \ \\\ `-. • i ! AM/f A TO BASIN,l, f /// /, \ See(D1) (ftz) (ftz) (%) From Table (Td) 1=8.8Pt/(10HTd)t"mz fta/sec Wp(inches) A,=(1-Cg)mA Q=CoA,Y2gY: (Yes/No) O. '�$ \ '� ;•.,j I ( - /G/ \\/X \\' INLET-1 1.1 3130.00 492.00 15.72% 0.430 5 6.33 0.195 8"Round 8 0.070 0.209 Yes ZO co \ \ - • / ,`• /\ ', , INLET-2 1.2 10134.00 5685.00 56.10% 0.540 5 6.33 0.795 18'.Round 18 0.353 1.059 Yes R j •\ o` // // \ m, \ NORTH DRYWELL 2.1 1179.00 1179.00 00.00% 0.950 5 6.33 0.163 24"Round 24 0.628 1.882 Yes U • \• \ �0\\\\ '•,. -,I _ • \ * %/ -., 1 /f/ N _ SOUTH DRYWELL 3.2 36183.50 1074.90 12.97% 0.350 5 6.33 1.839 24"Round 24 0.628 1.882 Yes Wp UQ 111111 \ s.,;, *.\• • • • •' \ \ / / /r '• '\ JOB to 2017-30 I )✓ \V_�.. �\ \\ \\\ /Y/ ......i// \ NOT FOR .....7B�o \ \\ F -f-c°,/. \ \-\N .- \ I• y/ / �..... CONSTRUCTION • • I / s p, v i/ _ • • U 1f \ \... \ -., N Illr" I \ . ..... ...... ci, , 0,/ / \ ,-:„ ,-,„ 4- Air..„„ / 0, -,,,, 1.0,104 v /I / yr m \ „. • -I: \ ..„ \ \ . , \ j/ \ \\ \ 2 • . a p GRpA PHIC SCALE . ro DRAINAGE I IN FEET 1 9. R CEIVED I Inch=zo tt. 02/14/2019 ASPEN BUILDING DEPARTMENT • °' i 32 u \• - NORTH ORYWELL �1 ' \ • ., '. - ��c • PIPE----\ L)- ---- ' ‘41 7\ ,. .1:'. \ .._.�':.o •/. 4 DOWNSPOUT-2 ��/ PlPE ss I ` IBDWITHCLEANOUT,, - ss .z 1 mci 0 MWE'L'RE 7=79.6 �� v: __ ,-J, • \ \ � `p0 O ,\00 Sip. �0 �/ % III .1 lir% \E 6�, �A ° 1NLET =0IPE / PIPE/ / I l Pi ,,, ,..: j, • • cc, / „. , 49 • amo �0• / -/ / 0l0\^�0�0¢�''^9 BBB / `'. \ • 0 F3^r —iropp �Q�J0 PEE / DOWNSPOUr...e.... \ ss - Z I11 ..., m .44 • • all `V h • • o`\ e�� '...., G 09 Q /� - �P�O DOWNSPOUT-3,. sz / C\� M o41/4c • . ..w\ ri c��,• ' • DOWNSPOUT-1 ®� \ l `� 7 800, 8488, • ,,,, 1 A N \ ' 'PI , , \ \- ' \. / .-4 / s,... 4 -.\/ • (I� m Ct• ...:::; % / \\\ `R/ L 8/00 c QC 3y / • -/NL ET-1 BI.eB.. Bzzz. • / \ • l' V of eLzeX �T 0.80 /1 / ZO* z / \\ moo.. B3 .� DOWNSPOUT-1 • ll • • \\ 70W-BB.BB BOW=Bl.BB' s // 81.50 `:. ,� / 3 \ ?�• c SLO. 'RAIN CONNECTION / ? / L / \ row, o / A %CATCH BASIN TYPE 90/. 4� - / / / aao I A / \ \ ..... / \\ �,� / / / CHECKED BY:RBG / \\ / Oti. / //• ` DRAWN BY:TRS ---. .--. .,-; Bz33 p�� DOWNSPOUT-5 - ,' / m I a i • \ ;250' Nc� •• / / is / • BI56' _ ' / / ACO BRICK SLOT l00 ��/ `•� - // v. / ;� W o , 8257' / / / ry '.LEADING TO AN 'vim /,•/°.\. ?� Y / �} iACO TYPE 9D/•.WATCH BAS/N \ \_- b 6zeB F. l 4 / / RIM.EL. 78B233' \ \ / /�' / / / f \,:zBt• `..... X ,zeB• SOUTH ORYEYELL U� / / > BOB ' �� JI�� o / 3 / w • 1 TOW;09•I05.t„..... #.5,7.Spi,,,,.. e `` Z `i �'� ��� I/ • o m I e/s0 /�- / >y a�l�- �Y/ f /SAS a z IOW sl7s • / �.` !.I /`, �15 : ` '••� JOB#2017-30 s.;...,' 2 ���,`' / .../ NOT FOR 79.73 il: // ./! // CONSTRUCT/ON I ' ,,,,,:s__Ht 444 ../ 1 e.7.e.,37, • I /.:1; 1,, ,,,,... OJT,�,\9' c,RO \ • - / f A / a F 9s5 /ee \ - / / .:/ii • 1193 I *19900 ' 0 .; / • / / / z 1 ,\\,., ' '''o r \. • x \ . .....7795........................... I 1. • : ADU.CATCN BAS -2 /� i / y.\\ �� m . ./ . • 1 \ ADU Cd TC BASIN-\• PP / /'`� �- \ ✓ ` GRAPHIC SCALE GRADING p o 1 IN FEET 1 06 • 91• R CEIVED I Inch=to ft. 02/14/2019 ASPEN BUILDING DEPARTMENT I o f m o—o� \ • m x m I I I o' 5t"I52\ a I leQ\y I G ,�� m c a 1 �V�� L2 \„'N„,:_ _ h `4.. sops his` 0 x �0 V'' I Leov si I of �5e�e� ‘♦ Jo i //4 ,--- ir w I / 441 -�� slP5ee5���. s5 ®� ��1 x I lit ''s '5.1,1*1n•' , , , ii I _ g '�° m II / 7790�� oo� O� fiP.b 'o/ �\ , , ......„) , c., low\A I ✓ des°Ps IJ it, , . _, / I • I S Mt • • 44 LW e,.1111111°.°. / /I W N II II • To,�[e sP5a5IE /• .. m ro • • 1 �`� _ ff, stp1�99R 2 OU n 11 m SO PS I� F 0j5 Os.vo...:1111111111*' 12' Z J GI x /S'4% h1I CI 110 U / a m LINE TABLE — Cr I , ��x ^ ilt• �' LINE BEARING LENGTH • o ®� ?�� L I N 13'13'OS'E IOd 95' / '• L2 N5T 5T23'E 0.05' / NMENt I,'... . \/ s5 c / L3 Sdb'00'00'E 51.93' • • / AL1�ss?P / x / sra a� n/5 5097•�q N�pfi1902y5 E 6, g CURVE TABLE \ / � CHECKED BY:RBG ,4, DRAWN BY.TRS ze o/ CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA \ / j GI 58,80' I5,91' 2420' dd,75' N35'35'leE dd' dd'19' •� _ `\ / J a C2 47 85' 63.51' 37.41. 58 95' S8d'01'18'E 76' 02'37' / '�,\ / ! `r x \ .._. i O ,I/// \ I i • .....% . ..** .,,,,,,,, y Fy F'�AP00 / c H.P.E 7795'. I .� e®�```�`` ®`®```®` \ 2 PVI 5 7�% ' ...,. \\II` Lu PVI EL£;0+4 .7795 KW 81 m 11 ', a H 56.36'VC 0 m W, • GRAPHIC SCALE z o W U W U W DRIVEWAY VEW�ROFI�EERL INE J '° SO o I U U W m m w'-+ SCALE:/'=/0'VERT * / 5'HORZ. 1 IN FEET I L.P.STA.2+11.63 i inch=20 ft. L.P.ELEV.7782.01 JOB#.2017-30 9B00 PVI STA_2+00.94 98D0 NOT FOR PVI ELEV.7782.43 CONSTRUCT/ON K=6.11 -1.3Bx : dl,d0'VC e" 7795 -----------------..... EXISTING GRADE >> j'. .y N ,p <b W mm wP" < Q.t hm m mk w� U 7790 •s wQ�. o Q 4790 Z -B.22x <w <w �w W O wz FINISHED GRADE- --- __ —_ __------ 7785 �' Os -200x O.00r 200% Ct Q Q 7780 :7780 m CATTLE GUARD CROSSING- EXISTING GRADE-1FINISHED GRADE 77757775 DRIVEWAY d, p'V p m ! n ! b b m p T b m n V 5 N b N pV N !0 a m N 0 m P&P y� >H m q >n: b mm b y ^a m ry and b y� ^ab N. m b y N. m m , b,o �i b !V ^i y� ^i "i y ni^i 'V h h of m m,o 0 h \0 V�i V,� V h V,� O p V V 0N. V NI C. .O 9RECEIVED 0+20 0+40 0+60 0+80 /+00 /+20 /+40 /+60 /+80 2+00 2+20 2+10 2+60 02/14/2 019 ASPEN BUILDING DEPARTMENT .„..„ \ io • / NO-RETENTION POND ,, BIO-RETENT OND 0 CROSS-SECTION-I CROSS-SECT -2 • ..• p NO-RETENTION POND PM-RETENTION POND CROSS-SEC TION-/ CROSS-SECTION-2 SCALE,1,10'HORZ. SCALE:/-/0'HORZ. p l'=l0'VERT. /-/0'VERT. �\ 7790• •7790 7790. .7790 p° \ / • EXISTING GRADE- -FINISHED GRADE EXISTING GRADE WEIR TOP • \ `, 1 _W(7CV STORAGE EV..7780.00. . -i i zia FIRE TRUCN , , . . . . . WOCV STORAGE ;7785 _— _————11 ELEV.7779.B0 G 7785 EL rELE .7779.83 — — WEIR CREST \\ WEIR CREST=9ae0 7780. /�- —7780 7780. lI" . . • .� _ / 7780 \ / u� BOTTOM OF:POND S j. 50.• ; 1. .E6E.V.7778.83•7775 • BOTTOM'OF •7775 j � IIIP —FINISHED GRADE -BfO-POND " ��� —3,h SLOPES'MAX EL EV.7778.83 o 7770 •7770 7770 3 1 SLOPES MAX •7770 EXISTING GRADE FINISHED GRADE EXISTING GRADE ;IFINISHED GRADE INLET-1 ' 7765 7765 7765 1 7765 4 m g n n m 0 b as P...,e1.00 ZO "►RlM EL.=B3eB' Bit \i a-go O ra Q y�� 11110P , ,,�gb� 0+00 0+20 0+00 0+20 O.dO 11�1 SdRF�� i a' 2 W n4 cl 0-d5 ��� 0-d 9 '' O 9 vii, , ` INLET-/TO BIO-POND \ U o� SCALE:/=l0'HORZ Cr '-/ /0'VERT. ,-1 INLET-1 Q /2'ROUND GRATEOSp• 77R "/2•"RDUNBBASIN7790 �l v/00. eti' RIM:77B3.5B EXISTING GRADE� o4 "SVMP:778/.l7 FINISHED GRADS` , o p9 .PIPE I INV OUT:770/67 . 7780: 7780 ws�W a -��ws \ • o PIPE-/ 7775 s ./ lLBB'OF B'PVC o¢,78X —_ \\\ w\ws\. �O ®�� \i\\ 7770 .7770 CHECKED BY:RBG • �� ws ` EXISTING GRADE .FFINISHED GRADE DRAWN BY:TRS \ \ 1. 7765 7765 ws \ / 1 \\ 40 9%90' a b b q ^a^ai b d m • \"s \.. • \ sS eze. / # T- a+av a+2B a+eB / N N 7 \ Bl.ee /. INLscatE:TO B�/0o zONO 0 o l=/0'VERT. \ •�'' \s / INLET-2 RIM+778/.00 \\ , \ 7790• PIPE SUMP. NV OUT'7779.6l; EXISTING GRADE ,•7790 t .7785 w \ CO RIM EL 69 00' •N \ / ,.�1i�1�' w 7780 Z FINISHED GRADE-7 a Lu \ AlS\ �s / ER SERVICE CROSSING GAS SERVICE CROSSING• 7775 z \ INLET-2 BLee•`\ Bzzr4. $TA.6+II:66 STA.0+16.18 • o `� \ 1. ELEY.7775.Od •/PE2 EL€V.7778.04 a i \ * � 7770 d0./l OF 0 2.00f 7770 U w ?�. X w `fin EXISTING GRADE ' ED GRADE• p • "%�� 7765 7765 / /O.i 1 ! 11 II 11 1 i • • ai DOWNSPOUT- a • . o ao m JOB#2017-30 1 • s.. NOT FOR • \ CONSTRUCT/ON •• \ BOW=dtBB'• B250' • row=seov' c ' >,� 0+00 0+20 O+dO • • •• \ ` ® / SLOT OR•H CONNECTION • ws ACO C• Cl/BASIN TYPE�/ DOWNSPOUT-/TO BIO-POND SCALE,/,/0'HO .\ UP- � / C /'=/0'VERT.RZ. . �O s 7790 7R� • EXISTING GRO \\ •° \olvse2./.6 L • A • \\ � 7785 FINIS RADEX _— - ZSTING EWEDG7 W• z�\ PIPE 3i LLJ ZV7775 _ .d3.04'OF B'PVC oZ.00X . . Wi C DOWNSPOUT-1 CDNNECTION=''• �� 7770 7770Ct Q �� e�� � EXI GGRADE ..FINISNED GRADE , " " " . 7R55 CO z`-'2 m ON Bzso DRIVEWAY • • DRAINAGE GRAPHIC SCALE 935/ a+eo 0+20 0+00 SYSTEM • v ��V / ,�\ � s,, _ n C. 1.0R 1 IN FEET 1 9 '` CEIVED I Inch=a tt. 02/14/2019 ASPEN BUILDING DEPARTMENT ........s.-...-...... ..................... DOWNSPOUT-1 TO BIO-POND SCAL/=l0'/=VERT.l0'HORZ. • 7790 • 770 • • �' 0-50 '• `. - NORTH DR YWELL • 7785 EXISTING GRADE • STA:M OFF:777M . . , • RIM:777490. FINISHED GRADE 0-32 NORTH DRYWELL • SUMP:77640 115 7780 [ 8777SI PIPE-8 INV 9 ' 780. <c--- 4 DOWNSPOUT.-2. ; C<y PIPE 7770 - CSTA.0+0.00.7770 l i . . PIPE 8 ELEV.7777.13. IL / /O.dB'OF I`PVCo Z.OL . PIPE-1 . . . n „�L 7785 3275'OF!'PVC s/R07! ' ao OOWNSfUT-1 t` //; `, PIPE-7 �\�nn\ CONN CTION - ,... v n 0 m .\ 7750 7780 Z m • BEND WITH OLEANOUT EXISTING GRADE FINISHED GRADE. . . . . .• k 0 • 1 n I i h A m 0 nk h Z � \ �� PIP. 0+l0 0+20 PIPE-! 7 \ `pl /\\\\\414411•1,\ it DOWNSPOUT-.!""'" ip. ',ill.\. 0 . ' ®• / - 'V CHECKED BY:RBG a��� DRAWNBY:TRS / N. • / / .454t . 't,, \ \ s`'" m G AI \ \ - DOWNSPOUT-2TOBI0-POND (' \/ .. __ y. '., SCALE:/-/0'BOR2. ❑ DOWNSPOUT-3 — /ss .X NORTH DRY WELL s —_ EXISTING GRADE— RIM:777490 '777777• 0cq i i .,\, ao \ 7780 SUMP�776490 7780 • o• • ¢ • PIPE-BINVIN�7773./9 .PIPE-6. . ss/ FINISHED GRADE. . DOWNSPOUT-2 , / 77ilitige SOB'OF!'P:VC o 1.0X / * • • t 7770 -7770 illw ss 7765 PIPE-7 7.63 OF/'PVC 01.0X // 7 PIPE-8 Lu O m 0 7760 /0.18'OF/'PVC 0200 -7259 // a z e2a9 EXISTING_GRADE FINISHED GRADE_ . . . _ , U ® / ��? 7715 1 7n"S5• 2 W U ' • • • JOB#2017-30 1 / NOT FOR / o 0+10 CONSTRUCT/ON • • ) / li z w p 'S5 C) U (75 Ct Q .0 CO NORTH STORM GRAPHIC SCALE SYSTEM o 1 IN FEET 1 C. 9• R CEIVED I Inch=a tt. 02/14/2019 ASPEN BUILDING DEPARTMENT \C \ _ OWNSPOUT-5 • • Bz9a • DOWNSPOUT-STO SOUTH DRYWELL � � • SCALE:/,/0'H0RL l'=/0'VERT. • B2sB ti / 7790 5Pl1TNORYWELL 7790 • 5'.DIA. • II'DEEP Bzs7' \\ �� / • • �' ° EXISTING GRADE— RIM�7767.00 '77B5 C SUMP;7756.00 •?o ostio•ig •____ P/PE-9/NV/N+7761.33 7780 PIPE•l//NV/N:7765.03 =7780 Will o' , . ezeo m DOWNSPOUT 5 --- S•• . CONNECTION '7775 "..\/,. ,=,\\\\rN,,, • *.. #1/\ 1114‘, A. IS-.. 4 4 ii A,,e-%,...1.i,..o..... e� . , SiA.0+00.00 • • ECEV:7965.90 / o� ,® 7770: : FINISHED GRADE 7770 Z '., sourH ORYWEL L 929e' 40 `` e7e0 . . . . .7765 j ! ;"� ® P/RE 9 \ m ro i. ® ' , , 7760, 3L72'OF 1-PVC®97%7 7760 O ..,_ 1 ` EXISTING GRADE FINISHED'GRADE IE �. O row°'s/:zs• 3 (', I ct 14" • 0+00 0+20 QC j 1111 • '7 1 TOWs.91.7.5' ''•,##, . . • • ; / 4%rillpa Pa 441,/ il . f if CHECKED BY:RBG 0� ''''','..."/ CHECKED BY:TRS . / 9g. /• • 7775 co EZ AOU ORA/NGE TO SOUTH DRY WELL • �/ SCALE,l'-l0'NORZ. • \V • � .\• / 7 M�CATCH / -1 SUMP?/ ADU CATCH BASIN-2 1 / /a VERr.. : 800 41 w `: B00 7 SN . `: PIPE-/OINV IN+778G66 : : : : : : : : 0 l ` iiiici - PlPE=lO INN OUT:7789.70 PIPE-II INN OUT+778456 7795 • e' •\;\/\ \� \�° �qh' QXQ� __._ 7790. —�——__ .SOUTH DRYWELL :7790 i \ 7as . : . . RIM.7767.00 • \�. ���• 1//�" ----_ EXISTING GRADE— P� i �0®77./Ix — Pl Er�INV�N+77 �. 785• OFe.P 7 y ` --__ Lu 9300' O(�O 775 • • 7 • z / � FINISHED GRADE 7 L- I • ���' Fe P��.®z132 o m \ / 116. ,• 7770 7770 a z x \ (\ 0 00 765 y U 7 w # • 7760 \\., ," ei,,,•0 .9,. \\, ,: JOB*2017-30 r. \\\:\\\\ 7l/ 5 CONSTRUC ION EXISTING GRADE- FINISHED GRADE \:\.:. .•.. \\'41V, k 9/- 4 \/';z \> ...... .. • 7 /� 7750 7750 / e� n eti ti mm � : a ti o \ t \` % • 0+00 0+20 0+10 0+60 O+BO /+00 U z ! - \ AOU CATCH BASIN-2 :` \\ \ I ADU CATCH BASIN-1 \ .\ \ / CO/ \ .\ GRAPHIC SCALE. \ �s s ,a 20/ NORTH 11 STORM \ 1 IN FEET 1 SYSTEM / \ ,►FINED 9 02/14/2019 ASPEN BUILDING DEPARTMENT N - O il1 i \ — — — a _ +-+ 4 " _\ ('''''',:7\,\ ussuesume"-- ' fll (..) ,r: .,,, R,1 m ,i , �� Rarw.,Fink ivrr r u -o ° O ,c` ``.- --.- ., Ire• N <°G 111..21,11 r ' ' 0 W i1 • • i ( I( ) in' • HMV ,,,,cQi 1 R.a Buffo t,�f ;1 i i . io/," i Double Bar X Lot 7 `; fJI '. Coach Rd.Aspen m j : , - ,, `Z'cT�� SitesTri"..---------- I STAGERD - �i a..,cwt+ i ,4bNi . ! Z Z o' 'dry ,al n ; Magma C; ‘, , r,------",1 ii - i ti--. --,--kk-111‘ ,�(�? ._ ,,,,.. , . _. . W a o y9 1:H 1 I - CC N z El ct co :-..,\\.",. ,,_, seft.. ' 4" + cz s.-`4- ' \\\\?\'''N 16 i context map Q landscape drawings sheet index sheet number sheet name L.COVER cover L.0.01 notes L.2.01 tree mitigation+preservation plan L.2.02 layout plan L.2.03 materials plan L.2.04 planting plan L.5.01 details Drawn By:EF Checked By:GT ISSUE&REVISION DATES ACC FINAL SITE PLAN REVIEW 02/28/2018 Plot Date.02/28/2018 Project#:257 LANDSCAPE COVER L.COVER RECEIVED 02/14/2019 I ASPEN L BUILDING DEPART GENERAL LANDSCAPE NOTES GENERAL GRADING NOTES GENERAL SITE LIGHTING NOTES GENERAL DEMOLITION NOTES W • THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE LANDSCAPE • PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES O PLANS,SPECIFICATIONS AND AS HEREIN SPECIFIED.THIS WORK SHALL INCLUDE,BUT IS NOT LIMITED TO,THE • ALL LIGHTING SHALL BE INSTALLED BY A LICENSED ELECTRICAN(S)IN CONFORMANCE WITH ALL WITH ALL THE UTILITY COMPANIES SERVING THIS AREA.COPIES OF ALL DIG PERMITS SHALL BE THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING THE APPLICABLE REGULATORY CODES.THE CONTRACTOR AND/OR ELECTRICIAN SHALL OBTAIN ALL SUPPLYING OF ALL PLANT MATERIALS SPECIFIED,THE FURNISHING OF ALL LABOR,EQUIPMENT,WATER, • MADE AVAILABLE TO THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATING. CONTRACTOR TO -. - ELECTRICITY,EQUIPMENT AND ALL MATERIALS CALLED FOR AND IN PERFORMING ALL OPERATIONS IN WORK. REQUIRED PERMITS PRIOR TO INSTALLATION. COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF UNDERGROUND }� -CONNECTION WITH THE LANDSCAPE INSTALLATION.FURTHER,THE WORK SHALL INCLUDE MAINTAINING OF ALL UTILITIES PRIOR TO EXCAVATION. Ig PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER AND FULFILLING ALL GUARANTEE • THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL EARTHWORK AND SITE GRADING • THE CONTRACTOR AND/OR ELECTRICIAN SHALL PROVIDE SUBMITTALS AND/OR SHOP *- NECESSARY TO ACHIEVE THE FINISHED GRADES NOTED ON THE GRADING PLANS ACCORDING TO THE DRAWINGS OF ALL FIXTURES FOR APPROVAL PRIOR TO INSTALLATION o PROVISIONS.THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELD • THE CONTRACTOR,PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION,DIGGING,BORING, ^, 7 —8 SUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND SUPERVISE THE WORK AT ALL TIMES SPECIFICATIONS. PILE DRIVING,BLASTING,OR PLANTING,MUST FIRST OBTAIN AN EXCAVATION PERMIT THE W L - 'i" ALL LIGHTING SHALL BE PROVIDED AS IDENTIFIED ON THE DRAWINGS AND/OR IN THE w THROUGH FINAL OWNER ACCEPTANCE. • CONTRACTOR SHALL COMPLY WITH FL 77 153 REGARDING NOTIFICATION OF EXISTING GAS AND OIL - • NUMEROUS UNDERGROUND UTILITIES,CONDUIT,SLEEVES,DRAINAGE PIPES,ETC.,HAVE BEEN SPECIFICATIONS.NO SUBSTITUTIONS IN MATERIALS OR MANUFACTURER SHALL BE PERMITTED PIPELINE COMPANY OWNERS AND SHALL NOTIFY"UNCLE"AT 1-800-432-4770 PRIOR TO EXCAVATION. PREVIOUSLY INSTALLED OR SCHEDULED FOR FUTURE INSTALLATION BY OTHERS.CONTRACTOR WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER. • ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES.THE EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING.THE r — LOU. < CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS WORK. SHALL COORDINATE AND WORK CLOSELY WITH OTHER CONTRACTORS,TRADES,AND THE OWNER'S CONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER'S REPRESENTATIVE FOR ALL N REPRESENTATIVE TO AVOID DAMAGE TO THESE UNDERGROUND AND AT GRADE ELEMENTS.ANY • THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL SPECIFIED LIGHTING UNITS EXCAVATION PERMITS AND NOTIFICATION NECESSARY PRIOR TO INITIATING ALL WORK.SEE DAMAGES SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE. SHOWN ON THE PLAN AND OBTAIN THE OWNER'S WRITTEN APPROVAL PRIOR TO INSTALLATION. O W f • ALL ON-SITE EXISTING CONDITIONS INCLUDING SURFACE AND SUBSURFACE UTILITIES,GRADES,DIMENSIONS PROJECT MANUAL AND SPECIFICATIONS FOR FURTHER INFORMATION. AND SOILS.THE LANDSCAPEDIONS S CO BE VERIFIED SHALLBY THE OMESCAPE CONTRACTOR BEFORE CONSTRUCTIONAREBYOTHERS FINISHED GRADE IN PLANTING BED AREAS SHALL BE 1"TO 2"BELOW THE FINISHED ELEVATIONS • THE CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES PER THE MANUFACTURER'S O BEGINS. CONTRACTOR BECOME FAMILIAR WITH ALL PLANS PREPARED BY • SHOWN FOR ALL HARDSCAPE SURFACES(SEE DETAILS FOR VARYING CONDITIONS). RECOMMENDATIONS. • UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PLACE AS REQUIRED BY THE THAT AFFECT THE LANDSCAPE AND IRRIGATION WORK.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ) APPLICABLE UTILITY COMPANY AND LOCAL REQUIREMENTS.ANY CONDUITS THAT ARE LEFT IN ATTENTION OF THE LANDSCAPE ARCHITECT. PLACE SHALL HAVE ENDS SECURELY CAPPED. • ALL UTILITIES,SLEEVES,MANHOLES,OUTFACE STRUCTURES,SWALES,AND OTHER STRUCTURES OR • EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES,EQUIPMENT,FURNISHINGS TOPOGRAPHICAL FEATURES SHALL BE FIELD STAKED AND VERIFIED PRIOR TO CONSTRUCTION. • THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS IS AND EXISTING PLANTING AREAS TO REMAIN INCLUDING LAWN.THE CONTRACTOR IS RESPONSIBLE FOR ANY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY EXISTING UTILITY WHICH NEEDS TO BE RAISED TO APPROXIMATE AND REFLECTS THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE 1.1 DAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE MATCH FINISHED GRADES SHOWN IN THE DRAWINGS. GENERAL SITE HARDSCAPE NOTES CONVENIENCE OF THE CONTRACTOR.THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY EXECUTION OF THE CONTRACTOR'S WORK. FOR ACCURACY.PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE • ALL FILL REQUIRED SHALL BE CLEAN,WELL DRAINING SOIL.FILL SHALL BE CLEAN AND FREE OF ALL MATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS(LARGER • THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT SITE PRIOR TO AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN • THE CONTRACTOR SHALL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS.IT BIDDING THE WORK.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND OR NOT ON THE PLANS. WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES,WHERE THAN 2"DIA.),COMPACTED CLAY,ROAD BED OR SURFACING MATERIAL,MUCK,ROOTS,BRANCHES, NECESSARY,WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS.THE LANDSCAPE CONTRACTOR ETC. LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION. • THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND UTILITIES.ANY SHALL INSURE THAT THEIR WORK DOES NOT IMPACT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. • CONTOURS FOR BERMING SHALL BE SMOOTH,CONTINUOUS ARCS. SIDE SLOPES SHALL BE SMOOTH • REFER TO THE SITE LAYOUT DRAWINGS FOR LAYOUT GEOMETRY INFORMATION FOR ALL SITE DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S AND EVEN IN TRANSITION AND VOID OF DEPRESSIONS AND SURFACE IRREGULARITIES.ALL BERMS ELEMENTS. REPRESENTATIVE. • SPECIFIEDPRIOR TO PLANNMINELS AND MAKE ARRANGEMER NTS THE LANDSCAPE ARM THEAVAILABILITYC ALL THE SHALL HAVE A MAXIMUM SIDE SLOPE OF FOUR FEET(4')HORIZONTAL TO ONE FOOT(1')VERTICAL(IE, MUTUALL PLANT MATERIALS AND N PL PLANT MATERIALS AT WITH THE LEEKS PRIOR TO ARCHITECT E REVIEW ANDTHE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUM • TEMPORARY CONSTRUCTION FENCE(S)SHALL BE STAKED FOR LOCATION BEFORE CONSTRUCTION. MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS LEAST 2 WEEKS TO PROCUREMENT AND 4 TO 1),UNLESS OTHERWISE NOTED. • A WALK-THROUGH BY THE CONTRACTOR AND OWNER'S REPRESENTATIVE/ENGINEER SHALL BE DELIVERY TO THE JOB SITE.REPRESENTATIVE OF THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES OF PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES,IRRIGATION CONDUCTED TO CONFIRM THE LOCATION. SHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD VISITS. • MAXIMUM SIDEWALK SLOPE SHALL BE 5%(1'IN 20')AND MEET ALL HANDICAP REQUIREMENTS. AND OTHER ELEMENTS AND COORDINATE WITH THE OWNER'S REPRESENTATIVE PRIOR TO .MINIMUM SIDEWALK SLOPE SHALL BE 1%.MAXIMUM SIDEWALK CROSS SLOPE SHALL BE 2%PITCHED INITIATING OPERATIONS.DRAWINGS ARE PREPARED ACCORDING TO THE BEST INFORMATION ALL GATES USED ON TEMPORARY CONSTRUCTION FENCING SHALL BE LOCKED WITH STANDARD • ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK AS TOWARD DRAINAGE STRUCTURES. AVAILABLE AT THE TIME OF PREPARING THESE DOCUMENTS. • LOCKS AND KEYS PROVIDED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE. ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN NATIONAL ALL PAVEMENT AND LANDSCAPE AREAS OF THE PROJECT SHALL POSITIVELY DRAIN TO DRAINAGE • ALL EXISTING SITE ROADS,PARKING LOTS,CURBS,UTILITIES,SEWERS AND OTHER ELEMENTS STANDARDS INSTITUTE INC.ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES.ALL CONTAINER AND • • UTILITY CONSTRUCTION MAY BE REQUIRED IN AREAS OUTSIDE OF THE CONSTRUCTION FENCE OR TREE CALIPER SIZES ARE MINIMUM.CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO STRUCTURES INDICATED ON THE SITE GRADING AND CIVIL ENGINEERING PLANS. TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. WORK LIMIT LINE.THE CONTRACTOR SHALL SCHEDULE THIS WORK WITH THE OWNER'S BEFOREIII REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD PROVIDE OVERALL PLANT SIZE SPECIFIED. BEGINNING.OPEN CUT,REPAIR AND RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPE CONDITIONS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY 0 • ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE ARCHITECT STABILIZATION BY OWNER-APPROVED MEANS. • THE CONTRACTOR SHALL REMOVE ALL BASE AND PAVEMENT MATERIALS AND OTHER • THE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH PRIOR TO INSTALLATION.WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS, CONSTRUCTION DEBRIS FROM LANDSCAPE AREAS AND ISLANDS AND GRADE THESE AREAS IN THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LANDSCAPE • CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY FENCES,BARRICADES,AND SEDIMENT THE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE PROGRESS PREPARATION FOR LANDSCAPE WORK. CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED CONTROL DEVICES AS WELL AS MAINTAIN AND REPAIR ANY DAMAGE WHICH MAY IMPEDE THEIR OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK. AND FOUND TO BE ACCEPTABLE.THE LANDSCAPE CONTRACTOR SHALL REMOVE REJECTED PLANTS AND EFFECTIVENESS AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. • ALL EXCESS MATERIALS RESULTING FROM EXCAVATION FOR CONSTRUCTION OF THE PROJECT• IA THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE. Q • ANY LIMITS OF WORK ABUTTING JURISDICTIONAL BOUNDARIES OR EXISTING WATER BODIES SHALL CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE BE VERIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. CODES AND RECOGNIZED LOCAL PRACTICES. 0 T • NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE • ALL PRACTICAL AND NECESSARY EFFORTS SHALL BE TAKEN DURING CONSTRUCTION BY THE 0 CC 1— ARCHITECT.IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE,IDENTIFY THE EXTENT AND QUANTITY IN CONTRACTOR TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE 0• THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'S WRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR EXCEEDS THE INITIAL DRAINS. I REPRESENTATIVE. REQUIREMENT. Cr) U CO • ALL PAVEMENT JOINTS ARE TO BE PARALLEL,PERPENDICULAR OR TANGENT TO ADJACENT • THE CONTRACTOR SHALL CONTROL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED GENERAL SITE FURNISHINGS NOTES LINES UNLESS NOTED OTHERWISE.LAYOUT CURVILINEAR JOINTS AS INDICATED ON THE OR OTHER METHODS AS REQUIRED. „will O AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. DRAWINGS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. • THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE ARE THE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS: 6ImV Z • ALL PAVEMENT SHALL BE STAKED IN THE FIELD USING DIMENSIONS AND LAYOUT GEOMETRY ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS AND INDICATED ON THE SITE LAYOUT PLANS OR AS INSTRUCTED AND APPROVED BY THE OWNER'S N IA PLANTERS.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION,AND PROCUREMENT OF • ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION, 1— EXISTING ON-SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT.REPRESENTATIVE SAMPLES SHALL BE METHODS,PROCEDURES AND MAINTENANCE. REPRESENTATIVE PRIOR TO CONSTRUCTION.ALIGNMENT MAY BE ADJUSTED TO GENERAL SOIL AMENDMENT AND PREPARATION NOTES X I- IL SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS.THE FINDINGS,TOGETHER WITH ACCOMMODATE EXISTING DRAIN INLETS,MANHOLES,OR OTHER SITE ELEMENTS UPON (1) COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS INDICATING ALL DETAILS OF APPROVAL OF THE LANDSCAPE ARCHITECT. • TOPSOIL OF IRRIGATED GRASSES(INCLUDING TURF),SHRUBS,PERENNIALS,AND ANNUALS SHALL BE + RECOMMENDATIONS FOR AMENDINGIORTO THE SOILS SHALL L REVIEWEDN OF AND MATERIALSA AT THE OWNER AND • Q LANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION PLANT AT THE JOB. FABRICATION AND INSTALLATION AN INCLUDING SIZES,W SHAPES,BLE T FINISHES,COLORS,THICKNESS, A SANDY LOAM TOT(SD) RH CT LEAST 6 INCHES E.CONTAINING AT CC C� MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS. • THE CONTRACTOR SHALL PROVIDE SAMPLE POURS IO ALL PAVING FOR APPROVAL BY THE LEAST 5 PERCENT(5 ORGANIC%) MATTER BY VOLUME. T • THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION IN CONFORMANCE WITH THE PLANTERS.VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TO • SUBMIT COLOR SAMPLES FOR APPROVAL. SPECIFICATIONS.THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL JOINT SEALANTS AND • TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET(3').BOTH TOPSOIL AND SUBSOIL LAYERSICC INSURE DRAINAGE. COLORS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SHALL BE SANDY LOAM.THE TOP SOIL SHALL BE AT LEAST 6 INCHES(6")AND • DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND LABELS INTACT IN CLEAN,DRY AND HAVE 5 PERCENT(5%)ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO M • ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPE PROTECTED LOCATIONS. • THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL THREE PERCENT(1-3%)ORGANIC MATTER BY WEIGHT. W ARCHITECT PRIOR TO PLANTING.THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATION MEASURES(SILT FENCE,ORANGE GEO FENCE AND/OR OTHER MEASURES)DURING FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES.THE • STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID DAMAGE. CONSTRUCTION.PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE • A MINIMUM OF FOUR(4)CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE THOUSAND CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT BED OUTLINES AND INDIVIDUAL TREES AND IMPACTS TO THE(LAKE,GUEST AREAS,EXISTING PARKING LOTS,ETC.)ACCORDING TO ALL SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY AND INSTALLATION OF THE PLANT • ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING, APPLICABLE FEDERAL/STATE LAW AND LOCAL CODES. (5%)ORGANIC MATTER SPECIFICATION. MATERIAL.IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAID OUT AS SHOWN,NOTIFY THE SHIPPING,DELIVERY,UNPACKING,AND INSTALLING ACCORDING TO MANUFACTURER'S LANDSCAPE ARCHITECT IMMEDIATELY. SPECIFICATIONS AND AS DETAILED ON THE DRAWINGS. • SEE HARDSCAPE DETAILS FOR CONCRETE EXPANSION JOINTS AND CONTROL JOINTS. • SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. CONTROL AND EXPANSION JOINT MODULE WIDTH MAY VARY TO ACHIEVE THE LAYOUT • ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. • THE CONTRACTOR SHALL VERIFY INSTALLATION PROCEDURE WITH THE OWNER'S DEPICTED ON THE PLANS.THE CONTRACTOR SHALL FIELD MEASURE AND IDENTIFY MODULAR • AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES(6"). PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING.IF TREES ARE REPRESENTATIVE PRIOR TO INSTALLING.THE CONTRACTOR SHALL COORDINATE WITH THE WIDTHS THAT ACHIEVE THE INTENT OF THE LAYOUT SHOWN ON THE PLAN. CONTRACTOR LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS,MAINTAIN A MINIMUM 3'WIDE OFFSET TO ALLOW FOR OWNER'S REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND SHALL BE SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE A REDLINED PLAN SHOWING ANY • SITE SHALL BE GRADED TO WITHIN TWO TENTHS OF A FOOT(2/10THS)OF THE GRADING PLAN. MOWERS TO MANEUVER. COMPLETELY RESPONSIBLE FOR SHIPPING,UNPACKING,REMOVING PACKAGING,DISREGARDING REQUIRED CHANGES IN JOINT LAYOUT PRIOR TO PLACEMENT.ALL CHANGES MUST BE PALLET AND PACKAGING MATERIALS,AND ALL HANDLING AFTER DELIVERY TO PLACE SITE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.EXPANSION • SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH(1")DIAMETER IN SIZE.ROCKS AND • THE PLANT QUANTITIES SHOWED ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE FURNISHINGS IN LOCATIONS DESIGNATED ON THE PLANS. JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AT ALL INTERFACES. DEBRIS 0.5 INCH(0.5")TO ONE INCH(1")SHALL NOT EXCEED 5 PERCENT(5%)BY VOLUME AND GRAVEL 0.6 INCH(0.6")TO 1.25 INCHES(1.25")SHALL NOT EXCEED 5 PERCENT(5%)BY OF THE IESANDLANDSCAPE CO TING A DISCREPANCIES LANDSCAPE CONTRACTOR IS RESPONSIBLE ARCHITECT FOR VERIFYING ON ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE • REFER TO STRUCTURAL DRAWINGS FOR MINIMUM JOINT DIMENSION REQUIREMENT. VOLUME.PARTICLES SUCH AS CONCRETE,BRICK,GLASS,METAL,WOOD OR PLASTIC GREATER THAN QUANTITIES AND CT AWARD REPORTING ANY ONCEM TO THE LANDSCAPE FOR CLARIFICATION • PRIOR TO BEING PLACED ON SITE. ONE INCH(1")SHALL NOT BE ALLOWED.THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. • SEE SITE GRADING PLANS AND CIVIL ENGINEERING DRAWINGS FOR PAVEMENT ELEVATIONS. ONE INCH(1")SHALL NOT EXCEED 5 PERCENT(5%). • THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD.THE CONTRACTOR • ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS, MATCH GRADES WITH EXISTING CONDITIONS.VERIFY THAT THE PAVEMENT SURFACES SHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT CRACKS,CHIPS,STAINS AND SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON FINAL BETWEEN EXISTING AND NEW ARE FLUSH AND DO NOT CREATE A TRIPPING HAZARD. • SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH(3/4")DIAMETER IN SIZE.DRYLAND QUANTITY TO PROVIDE FULL COVERAGE.ADDITIONAL SOD REQUIRED WILL BE ADJUSTED BASED ON A PLACEMENT AND APPROVAL. SEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH(2")DIAMETER IN SIZE. SQUARE FOOTAGE UNIT PRICE.AREAS TO BE SODDED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE • THE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED OFF-SITE DAILY.ALL • STRIPPING AND STOCKPILING OF INDIGENOUS SOIL(TOPSOIL)SHALL BE REQUIRED DURING REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0. MATERIALS,PRODUCTS AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS CONSTRUCTION(EXCEPT AS WAIVED BY THE CITY OF ASPEN).THE REPLACEMENT OF THIS SOIL,PLUS • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS,SPACED AS SPECIFIED ON THE PLANT DIRECTED BY THE OWNER'S REPRESENTATIVE. ADDITIONAL SOIL AMENDMENTS,ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT, LIST.WHEN INSTALLING SHRUBS IN PLANTING BEDS,SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVER SPECIAL CONCRETE PAVEMENT INSTALLATION NOTES • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL DRAIN ONGOING HEALTH,AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT. QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF SUCH SITUATIONS ARISE.SHRUB AND GROUNDCOVER SPACING IS GENERALLY INDICATED ON THE PLANT LIST INLETS,CATCH BASINS,YARD DRAINS AND MANHOLES INDICATED ON THE PLANS UNDER • THE SOIL SHALL HAVE NO HERBICIDES,HEAVY METALS,BIOLOGICAL TOXINS OR HYDROCARBONS FOR ALL'MASS PLANTINGS'.ACCENT SHRUBS AND TREES THAT ARE NOT PART OF MASS PLANTINGS SHALL BE • GENERAL CONTRACTOR TO HAVE THE FOLLOWING REVIEWED AND/OR CONFIRMED BY THE PREVIOUS CONSTRUCTION PACKAGES.WHERE POSSIBLE,DRAIN INLETS IN PAVEMENT THAT IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANTS. SPACED AS SHOWN ON THE PLANS. STRUCTURAL ENGINEER PRIOR TO FABRICATION AND INSTALLATION OF STRUCTURAL MATERIALS SHALL BE LOCATED AT THE INTERSECTION OF PAVEMENT JOINTS OR IN THE CENTER OF A INCLUDING ALL CONCRETE AND STEEL REINFORCEMENT. PAVEMENT FIELD DEFINED BY THE PAVEMENT JOINT PATTERN INDICATED ON THE DRAWINGS. • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL Drawn B EF Checked B GT INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL.WITH PLANTS OF EQUAL KIND, • CONCRETE JOINTING SHALL BE AS INDICATED ON LAYOUT PLANS.THE JOINTING HAS BEEN YY SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER.NO CHAINS OR CABLES SHALL BE USED WHEN INTRICATELY DESIGNED,AND THE UTMOST CARE IS TO BE TAKEN TO INSURE THAT THE INTEGRITY ISSUE&REVISION DATES INSTALLING PLANT MATERIALS.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS AND OF THE DESIGN IS MAINTAINED THROUGHOUT THE INSTALLATION PROCESS. TREES FROM FALLING OR BEING BLOWN OVER,AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO GENERAL SITE LAYOUT NOTES ACC FINAL SITE PLAN REVIEW 02/28/2018 INADEQUATE GUYING OR STAKING,AT NO ADDITIONAL COST TO THE OWNER.THE CONTRACTOR SHALL • NOTES IN THE ACCOMPANYING CONSTRUCTION DETAILS CONCERNING REINFORCEMENT,JOINT REMOVE ALL STAKING MATERIALS THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE. FILLER MATERIAL,SUBGRADE COMPACTION AND INSTALLATION OF AGGREGATE BASE ARE TO BE • CONTRACTOR SHALL FULLY FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO RIGIDLY ADHERED TO. BIDDING THE WORK. • ALL PLANTING BEDS SHALL BE TOP-DRESSED WITH A 3"LAYER OF MULCH AS SPECIFIED.ALL TREES SHALL HAVE A 3"THICK MULCH RING PLACED AROUND THE BASE OF THE TRUNK.THE LANDSCAPE SCOPE OF WORK • SUBGRADE COMPACTION SHALL TAKE PLACE UNDER DRY CONDITIONS.ANY SOFT OR MUDDY • SEE SITE LAYOUT DRAWINGS FOR CONSTRUCTION LAYOUT GEOMETRY OF THE PROJECT'S INCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT AND NOT AS A SEPARATE COST OR WORKS ITEM. AREAS ARE TO BE EXCAVATED AND REFILLED WITH DRY SOIL OF THE SAME TYPE. SITE DEVELOPMENT ELEMENTS. ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE WATERING BY THE LANDSCAPE CONTRACTOR AS REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS FULLY OPERATIONAL AND UNTIL FINAL ACCEPTANCE BY • ALL REINFORCEMENT(BARS,DOWELS AND/OR WIRE MESH)SHALL BE IN PLACE AND SECURED • REFER TO HARDSCAPE PLANS AND DETAILS AS WELL AS THE STRUCTURAL DOCUMENTS FOR OWNER. PRIOR TO PLACING CONCRETE.WIRE MESH IS TO ULTIMATELY BE SECURED AT A DEPTH OF 1/2 OF ADDITIONAL LAYOUT INFORMATION. THE THICKNESS OF THE CONCRETE POUR.ALL MEANS NECESSARY TO ACHIEVE THIS ARE TO BE Plot Date:02/28/2018 Project it:257 • ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. UTILIZED BY THE INSTALLER. • CONTRACTOR SHALL COORDINATE AND VERIFY ALL POINTS OF BEGINNING AND EXISTING TREES TO REMAIN,AS NOTED ON THE DRAWINGS,SHALL BE LEFT UNDISTURBED AND PROTECTED BENCHMARKS FOR THE SITE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING BY APPROPRIATE TREE PROTECTION FENCING ERECTED AT THE PERIMETER OF THE TREE DRIP LINE(S).NO • SLEEVES ARE TO BE IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE. LAYOUT OF SITE ELEMENTS.ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE VEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE ATTENTION OF THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. PERMITTED WITHIN THE AREA OF THE TREE DRIPLINE(S).ANY EXISTING PLANT BEDS OR TREES DAMAGED BY • ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE. • UNLESS NOTED OTHERWISE,THE LIMITS OF CONSTRUCTION SHALL BE AS NOTED ON THE • CONCRETE SLUMP SHALL BE 3"MAX.AT TIME OF PLACEMENT. DRAWINGS. • NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS,PUBLIC RIGHT OF WAY(WITHOUT RIGHT OF WAY UTILIZATION PERMIT).FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE • CONCRETE TO BE INSTALLED WHEN AIR TEMPERATURE IS BETWEEN 50°F AND 85°F.IF THE • CONTRACTOR SHALL USE THE DIMENSIONING AND STAKING LAYOUTS INDICATED ON THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TEMPERATURE IS PREDICTED TO EXCEED EITHER OF THESE LIMITS WITHIN 5 DAYS OF SITE LAYOUT PLANS TO LAYOUT ALL SITE ELEMENTS,PAVEMENT AND PAVEMENT PATTERNS, INSTALLATION,CONCRETE SHALL NOT BE INSTALLED AT THAT TIME. ETC.BRING ANY DISCREPANCIES,INCONSISTENCIES OR ERRORS TO THE ATTENTION OF THE • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE TRAFFIC CONTROL AND REMOVAL OF OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ALL DEBRIS AND EXCAVATED BACKFILL OFF-SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER. • ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN 8%ENTRAINED AIR • ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 ACI 318.1 AND ACI 301 CONCRETE • WHEREVER POSSIBLE,THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF THE , . • ALL DECIDUOUS TREES<2"IN CAL DO NOT NEED TO BE STAKED UNLESS THE DRAWINGS INFORM OTHERWISE. PAVEMENT AND PAVEMENT PATTERN WITH THE LOCATION OF THE DRAIN INLETS AND OTHER TEST REPORTS SHALL BE MADE AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE JOB SITE.THIS AT GRADE UTILITY ELEMENTS. LANDSCAPE • ALL BURLAP,ROPE AND WIRE IS TO BE REMOVED FROM ALL B&B STOCK PRIOR TO BACKFILLING.NO IS MANDATORY. EXCEPTIONS. NOTES • CONTROL JOINTS ARE TO BE HAND-TOOLED,AND ALL JOINTING IS TO BE RIGIDLY STRAIGHT. • WRAP ALL DECIDUOUS TREE TRUNKS WITH TREE WRAP • CONCRETE INSTALLER IS RESPONSIBLE FOR THE PROPER CURING OF THE CONCRETE FOR THE .O.O • WILDLIFE PROTECTION FENCING IS REQUIRED AROUND ALL TREES.PROVIDE 2"X2"WIRE MESH AROUND THE SEVEN DAYS IMMEDIATELY AFTER INSTALLATION.THIS IS TO INCLUDE INSTALLATION OF TRUNK OF ALL DECIDUOUS TREES AND AROUND THE DRIP LINE OF ALL SPRUCE TREES. MOISTURE-RETAINING FABRIC,RE-WETTING OF THE FABRIC AS NEEDED.ON THE FINAL DAY OF THE HEREIN DESCRIBED CURING PROCESS A CURING COMPOUND IS TO BE APPLIED TO THE CONCRETE RECEIVED• SEE LANDSCAPE SPECIFICATIONS FOR FURTHER REQUIREMENTS. AFTER REMOVAL OF THE PROTECTIVE FABRIC. 02/14/2019 ASPEN L BUILDING DEPARTMENT . .... , , , 1 cu , \ __ __ , 1 \ — I \,•/ ' 0 .o.........../ ,7— I •' ' 'y ' , / — , , , 0 , , -, „........ .........__ I --I- .44, LcLg' ri — 'cci/72 c...) \ / / ",....4.... 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WI \/ \ \ , 1 , 1 / / / /,,‘•4V / / .---' ,--- / / ---": ----' i --- 1 \ s_ -- .7?, --__ --__ ---___ - - -7- / / , V \ ----,. 4I, _ // ---- ----__ ____Lu .....-- -- "-,,,,,,,,,,---,. . '-'\__-----._:_7-490 ----- --1- \ C 1 I eK ______---- „---' I 1 I I 1 I 1 / — - LEGEND-- -------___ -- -_ - _- ----. zz I --___ m .. PROPERTY LINE <--- -----7- _---- 1 t ----- — - , — _ — — _ . ---; . d, ,,,,, /,, /// ///,._,/— --• ___-7 — — BUILDING ENVELOPE ---/ / -------,_ -- — „.-- „„, -r _ ,..,_ a a 1 , i i 1--- — L-1- — .---- ,,,,,,,, z; 1 ' -- -- -- — — — 100'URBAN GARDEN SETBACK Drawn By:EF Checked By GT ---/' /-- .--- --- ---- ,- -- -- I , _ -- ____ _ ,- „,-- r -----7 ri ____ ____ ____ ___4___ _ HI) _______. ,,, ....____ ____,___•:______,_ __ ____ _- _....r__-_-__ _ __ ____ t ____ ____ , , _ TREE PROTECTION FENCE ISSUE&REVISION DATES ACC FINAL SITE PLAN REVIEW 02/2812012 _--, ---- 7- -- ---- ---- - ---'\,- -" „,..--•••------- - --==------------------- ----- _ - E._- - -_----- , I.?. TREES .......___-Ss. \ - > 1 ' , -- ,' -) -- _____\\__. )_ti i I ---2- -- //-::- ------ -1' --17_ ---_-__- ---_,- r- TREES TO BE RELOCATED -----"'"72',... ./---:1-:---/- /7-- _.---------- --------- ------' ----------,--.1 I 0 1 l '-.----- -- ----"'-,.-1// ==------------- -------/ lasst--"--- ...,..,....,....— --,,,--- ->---- -----; ------- __..- -.1-- \ \ Ei L 1 1 /. , - e<-- —__ —_— _— _-- -_-_----------,-----, 7 0.404.0-______ — . / ----- --- — — — -- ----- ------- - Plot Date.02/28/2018 Project ik 257 ____ ---- - --- -T----- ----> :(/////"../ TREE RELOCATION TABULATION 1 I ( //./ //// // ii /I/z :49,77/j,// ,,,,,. ,,,,-•„„../ ,,,,/<,-- -------_-_-- ---- — — —— ---_-_ --- --------%i Z / i 11 ( 1 JO /.. I I, ' c 1 )///, / ,i -/-,/ . -_-_---- ( `7 't )/ / z, ; v - - _ — ___ — -- ..-- - / TREE TYPE SURVEY TREE CALIPER NUMBER (IN) If / / ///// / /7/ / /-1 ----- -------- --- ------ ---_-- // / 5141,/,7 / Z / --- --- z- -- -- z- ----:-/ ..--- ------- -- / / // / /// 1 ASPEN 33 4.6" /// 7 / I / /4 / z 2 ASPEN 34 5.5" //// 7 --'_-- -- -- — -- Z // / / / / #Ar _ --- ,„!,,,,,/ 7/ 3 SPRUCE 36 6.5" BRIDGE / / ///// // 7 / // II / //// r , ; / / / i , r / /// // h, / //////, / // 4 SPRUCE 36 7.1" POND -7/ 7,,,, 4 , MAROON CREEK CANYON - Z /// / TREE MITIGATION /,/ ////y ///// CONSERVATION EASEMENT --__,: z///4 5 PINE 37 6.1" / — — — II , AND__ - , z/ 1,---- - -_-_, I / / 6 ASPEN 38 4.7" / , 1 1 1 i /i ///// i / , ///; ////4,//// // ////////;///////////// ///// //7 /// / / - // PRESERVATION 1 , , , ....- ---__ . 7 ASPEN 44 6.2" , 1 /, /„,_ -- — / e__ w ///// /A / j I //// 8 ASPEN 63 5.4" PLAN I 1 / // //// / / / / , //,/, //7 /, /// ////////, 7 /// // // / / ///, //z____ - ----, ,--- , I I i , / , , i/ ,/ '/ /// i // SCALE: 1/16"=V0" / / 1 ' / // -- ---- --- I / / /// / A / /70 7 // / / i/ TREE REMOVAL TABULATION L.2.01 ...- ._- , / // / '/ //or, , / , /, ___ go // / 1.. ItIll / / / / , / ,- - _, - //, . Ikir / / I TREE TYPE RECEIVED / /7 .7 / / // / 7 0. 16' 32' // / /N Z Z / /// SUNRUVIAEYBETRREE CALIPER(IN) 1 COTTONWOOD 32 40.2" 02/14/2 01 9 / , ,, //, ,,, ,i / ////z, a/, /g.//// / /, //, / / / , / // i 7 / ASPEN L BUILDING DEPARTMENT I o� V ��\ / // / / 1 I N I �/ : / / ZS ��A I +� NASA / / / / '� / / `°Q� I U 1 / /i /10P40 \ \ \ WI //1 / / // / / / ,,s.\ I H \ \\\- \\ i I. / � 1.1 , 1 lix / �% 1 I *ill 2 9,� 7.11,.2 14._O . 33„ / / ��S , I 1!-9" t 16'-0" I 10-4�" 79-03" F / / . .tP•ft-iitalliii m z z a / �CM� FTe9 1 ci 111111. raL \car 1 5 " OFFSET F \ AGRICULTURAL ::„.. 11 EASEMENT" 1- 1 \ \\ • /�I IV `� 1 1 LLI CONSERVATION EASEMENT ALIGN WALLSIII �� 1 \b/ Ci.) \,,,,/ • ALIGN WALLS I o ALIGN 1 Z HARDSCAPE W/ L, • • (4)7.5"RISERS, FACE OF WALL ` I 5 1, 1 Q 14"TREAD I ' iii a'n/ 3 , s_ 1 , , 1 0Or • r / \ c� 5,0 I l y o , - i r OFES& 1 41 I I i i mom 1 I a / �I/ (� EASE MENT m / \ N— uj Q O i ___-__1 I // V" -- ` CC O Z CO I I�1 O /A *� — MAIN LEVEL _ �p �/ 0- aO EL.7780' .4 ' r /Y` IV �'LL f11111 � r — . CC r (4)6"H x 18"W x 72"L s-s r-a" GARAGE LEVELICC / ❑o ' 2'0 m / o / ��� // \ EL 7782.5' 00 s—6•_911' --,3•_0"'I'--7'_6" .1' ' 5'-2" / PRE-CAST CONC LANDSCAPE r - / / / ) I a I W �[__ o / STEPS ON SAND SET BED�'-I u/ 1uJi «" M J — ,._ Aiglirrairi i Ill , 1 0 p 1/) /1 / / 0-414,4„...r., ,.� 1 1 z } LOWER LEVEL o a �� \ EL.7768' 9 s I ALIGN STAIR RISER W/ a"TVP. FACE OF WALL VEGETATED a' °o" yTVP. 111111 ��� ml / ROOF �� I 6" 6.. 1 i lie /10/ oft�..44 1,6'. / N / / : • STAIRS,RE:ARCH ® 3'-0° a'-0� .�3.-0"< 0 .... filk" i.i v L i a / / o ��® , a q o HOT TUB l a / /_ / • 14k, - -NZ • _ W Me* `),Lc° I ' ' 7 -I / '''/- � . I / /' / — 2_�� Z Drawn By EF Checketl By:GT _INI ADU MAIN LEVEL �: �� _1 0 7 --- / ;: / .x' I IE 1 - ISSUE&REVISION DATES ` EL.7791.75' �w }� / 12._0., 3-10,Iy '� (28)6"H x 14"W x 48"L 2"I -Z ACC FINAL SITE PLAN REVIEW 02/28/2018 9 ON CAST CONC / / 2 I �,< A� - �� PRE 4iPip LANDSCAPE STEPS j /, SAND SET BED j IRRIGATED613 SFAWN / / _ l /410 ,, I m LEGEND / m m PROPERTY LINE (3)6,�.H RISER ,1'W / / I I / TREAD;LAND CAPE STEPS r .� / / / _ - / /� �' / BUILDING ENVELOPE Plot Date:02/28/2018 Project#:257 // 6 �� ALIGN W/EXTERIOR / / / -/� 11�� 100'URBAN GARDEN SETBACK / / �� FACE OF WALL / / // O I/ \ / / / -/ / STEEL EDGER 1531f / // / • LLI 4. / ✓ / - HARDSCAPE TILE 1,319 sf w ,� / / / 1 J CONCRETE 95 sf Al' / (� �' \' 432 SF 4 - - DECORATIVE PEBBLE 293 sf co a' 1.t. / ...., ........, , / / / CRUSHER FINES/GRAVEL 1,358 sf LAYOUT PLAN , ' / / / ' L.2.02 SCALE: 1/8"=1'-0" \ -....)., gilly/ 4" ,- / ,, 0' 8' i 6' 02/14/2019 ASPEN L BUILDING DEPARTMENT I_ —41\ e I `�/ �� �A� I j O a ga I� COMPACTED I 1 \ '\ \ \/ �/ / / �� / � /�L 11 I �, U E �E •' I A AGGREGATE CONCRETE EDGER 6"ABOVE �� F \ � _ DRIVEWAY \ \ GRADE;FINISH AND COLOR TO `f MATCH ARCHITECTURAL WALLS �\ I V 'w METAL EDGER DECORATIVE AGGREGATE OR N s .�, A , / FINES 1/4"-1" % � �A �/ I C) Lu E 18�, • / �Op� / O Q CONCRETE WALL,6"-30"ABOVE x, , 7 DECORATIVE AGGREGATE OR , GRADE;FINISH AND COLOR TO 9) I FINES 1/4"-1" ` C9 MATCH ARCHITECTURAL WALLS I• CATTLE GRATE REFLECTING POOL;6'-12'DEEP �F.y�� \ 1.1 c• 6'(H)MAX.SITE WALL I S BEYOND BLDG ENVL;FINISH- / / / / CONCRETE HARDSCAPE,6"-30" �69 5 / AND COLOR TO MATCH ��`'� naz s / ABOVE GRADE;FINISH AND COLOR �'� _� J ARCHITECTURAL WALLS411F. TO MATCH ARCHITECTURAL WALLS I AGRICtfLTURA� ■1-1,_t1 _0141n� ` ----- I CONSERVATION EASEMENT ! ♦ 4 PLANTING BED;SHREDDED WOOD MULCH DECORATIVE �` ' �� �' PEBBLE BAND •• , INTEGRALLY COLORED 111L I ktiV4* LLI CONCRETE;FINISH TBD, ® � I COLOINTEGRALLY COLORED LIGHT GREY '141 �'���� �� CONCRETE BANDING;FINISH II ' ' U �� TBD,COLOR MEDIUM GREY •• �' 778zs177825 — 42"(H)INDOOR-OUTDOOR COUNTER I WITH MOVEABLE BAR CHAIRS I , 80 RANDOM FLAGSTONE PATTERN;BLACK TO II / / ( • • / MOVEABLE 18"(H)WOOD BENCH lb W CHARCOAL COLOR;TO BE DETERMINED Q n7s s/ BY LANDSCAPE ARCHITECT ` I I Q 0 r nsz.t / SCULPTURE;TBD �, r • I �• 7782 5 # ����� � (2)HIGH FINISH CONCRETE BENCHES, Cn V 07 _ '��! 77821 7779 5' 7780' �� BLDG. E SITE WALL INSIDE — =� TOP PLANE FLUSH WITH FLOOR 8'(H)MAX. NV;FINISH AND --- 1 1 1 't COLOR TO MATCH neD' (3)WOOD SIDE TABLES;TOP • F + ' ii SURFACE FLUSH WITH FLOOR ARCHITECTURAL WALLS I 77825' 77825' 7779.75' ` CV CC W V • MAIN L. LEVEL CONCRETE TABLE WITH \ T 0- CO CO + ' `—DECORATIVE AGGREGATE METAL FIRE FEATURE INSERT \ ` >< + fA I � "II I I I I I'I I I Q IV �. J OR FINES 1/4"-1" ,,,,,, ,,,,, / OUTDOOR COUNTERTOP \ CC r0 5 .. ` Ir ■ �-i�l- -�,� \ I GARAGE LEVEL / 00 1 I / SUNKEN CONCRETE FLOOR 18" r a • EL.7782.5' ' oo ) I j / BELOW FLOOR LEVEL;RE:ARCH J� r Ali / J ) _-_ / HIGH FINISH CONCRETE W >• ► ''� VI � ©" °®' I STEPS • _ I .. J _ \ I;1001111--- / I /1' 0\\ • / / :;. _, LOWER LEVEL h f __ till ,� REVEG SEED MIX OVER EL.7768' _ _ BUILT-IN;RE:ARCH 41,A� CONDITIONED SPACE �\ - - 1 l' �� DECORATIVE PEBBLE AT ® 11 I 8"(H)HIGH FINISH IV 01111°' / W �� BASE OF WINDOW WELL = _ _''''''.1.00.411010 j ��� I ; ; I CONCRETE BENCH / 411.14....,.‘i:"‘tiltiOe / e GLASS-ENCASED FIRE FEATURE ,� a ram , a ) / fier41111r topt_At. 1=1 -7 ,...-r:CI 4** _-__[77 - / - w / / few� ��; IIIIIIIIlIIIII � -�_ i / / 11411k, L i-� /� HOT TUB �/ / tit •� SITE WALL HEIGHTS TO / / / /O0 'V yv4�• FOLLOW GRADE;COLOR w / �� .+ 1'Q11111111111 AND FINISH TO MATCH / Z Drawn By:EF Checked By GT ADU MAIN LEVEL I / ----- I i. ARCHITECTURAL WALLS ISSUE&REVISION DATESPk''� EL.7791.75' !' MOVEABLE PLANTER / 4111 � METAL EDGER CRUSHER i /: /' Q ACC FINAL SITE PLAN REVIEW 0220/2018 TO 11�,< PRE-CAST FINES LANDING / / / l ( 107,_ -CRUSHER FINES f /, / / I m PATHj LAWN i CRUSHER FINES CONCRETE / / / / ✓ STAIRS RETAINED LANDSCAPE STEPS / .. i LEGEND 7 / WITH 10"(H)METAL ON SAND SET BED , .� / / / EDGER % - - - PROPERTY LINE Plot Date.02/28/2018 Project#:257 / G / �� / //' CONC SLAB ON GRADE / / / / / �1`O / �� ( / - -� / BUILDING ENVELOPE / //410 LU 4/0010 O I/ i / ;�.:� / SYMBOL DES RW11ON 4 sYi w ••• / / / • , / SYMBOL DESCRIPTION OTY / // / / / / HARDSCAPE TILE 1,319 sf / .... Ili CIP ; / J , �' .� 432 SF ..•• CONCRETE 95sf J p m- 2'-5.5'(H)BOULDER WALL; .� cp DECORATIVE PEBBLE 293 sf cr I POTENTIAL TO REUSE BOULDERS i MATERIALS PLAN RECOVERED FROM SITE /*Filip \ BOULDER PLAY FEATURES;USE / ® / / / / ' / // CRUSHER FINES/GRAVEL 1,358 sf SCALE: 1/8°=1'-0° J MOSS-COVERED BOULDER / L.2.03 RECOVERED FROM SITE;TO BE 1Orir / / // - — -- -- --- / / / p �+ �. BEFORE DEMO / / , , / REbr�IVE® 0 s 16' BY LANDSCAPE ARCHITECT / /ally/ / / / / / / / / 02/14/2019 SELECTED ON-SITE ASPEN L BUILDING DEPARTMENT �_ Q / / \ �� PLANT SCHEDULE CD - �/ o," \ / / / \ / �I 0 TREES BOTANICAL NAME/COMMON NAME CONT QTY}0 / EA�E�AENT • - - - - \\ / / / / / I 01 PICEA PUNGENS/COLORADO SPRUCE B&B 3 a / .// , _ X / / { �-e) jo\ / // // / \ / I, I 1 PINUS PONDEROSA/PONDEROSA PINE B&B 24 U -- J \ / / //j/ / I I _ • POPULUS ANGUSTIFOLIA/NARROWLEAF POPLAR B&B 7 U RA / � u / / - - �_ / / ,/ ��-- / / / 1 r — o� I0 POPULUS TREMULOIDES'PRAIRIE GOLD'/PRAIRIE GOLD ASPEN 15 GAL 40 1� 3 \ _ I --W - / / /// I PRUNUS VIRGINIANA'CANADA RED'/CANADA RED CHOKECHERRY 15 GAL 6 Q n �iN4' \ 1.1 /• �/ -IP& �\ \ / / / / \ I1 SHRUBS BOTANICAL NAME/COMMON NAME CONT OTY . - v` ` AMELANCHIERALNIFOLIA/SERVICEBERRY 10 GAL 48 \ \ \ \ / / / 'PO A 1 I\ I CD �•i CORNUS SERICEA COLORADENSIS/COLORADO RED OSIER DOGWOOD 10 GAL 13 n, `� / \� I - - •\\ \ \ •---� -• /// / / // / � , I` p'L- li II\i 'll\ �/ SALIXEXIGUA/COYOTE WILLOW 10 GAL 16 - / \ . �. ::� : ��� _ 1 B REVEGETATION SEED MIX 16,610 sf / , '�' Artem sia trident t/Big Sam hymenoides/gebrush an Grass _ n - - I `.','.'y �� ` Bouteloua gracilis/Blue Grama el - - - _ V i/� l j Bromus marginatus/Mountain Brome _ 1 / - -• d Elymus cinerus/Basin Wild Rye B EI mus trach caulus/Slender Wheat rass / Y Y 8I *IO ss _ -9 / Ericamena nauseosa/Rubber Rabbitbrush!� AC. y. c/ 1 .r / ,r. �j- Festuca idahoensis/Idaho Fescue �� - /��/ _� 1 Pascopyrum smithii/Western Wheatgrass / 41) • ( - ! SOD 2,614 sf W ig , 's I - - - - � 1L — _ / b I I -T 2/ ��/ / PERENNIAL MIX 454 sf Q r cc co II 0408 A N Y MAIN LEVEL _ . . . .".-- / / V♦ (� O It ` i `- EL.7780' C.--- / - \ •. �\ �r S GARAGE LEVEL A A �, l. \ i LLJ 8 O �- G E F \ f ,, . / fitt. / -�-• / . / EL.7782.5' 1 I I / / \ V ( I_*.**._:.4.,,../.,, li..p„ ° LOWER LEVEL A X + N / 1 -_ EL.7768' / / / Q CC 1- - t 1 / �1�+t �'�- 0 . . . . . . I 1 -i / / / / / a y / 440 ."- . . . k ,r CO ADU MAIN LEVEL J'-I j / / - -11 _ i 0 i'ININ t k a.......,.• z ../Lv .-.161 r,- Aw,- EL.7791.75' ._, / •Z / / 0,\.• --". 1. _, 1 IIMPAltrilip- *--W;41)- , . . . . , . _ „ . , „ _ , \, LO I \ y .,,,,. ,.,- ......- ,,,---__, „„, , - _: Itir, - ._ ,_ _, / / • . 11.1 i Z • I _// \ \\ -ry- .` / --- m 11 /�� / _ _ ——�,e /j j Drawn By:EF Checked By.GT _ / / _ / / ././ ISSUE&REVISION DATES • C / 7�""':5 AilrAir'�\ U'Z \ �� � � / / �/ / �4� �� j /7 ACC FINAL SITE PLAN REVIEW 0212&2018 — //� ©' 40) — _ ��,� — /ice%�%' __ __ —_ _% / ��%i I .eit. ' //�// Plot Date.02/28/2018 Project#:257 A.littitiar..... --- - / // i ____/ ,i, \ \ 1 Z \ ____)41)41, / ///6F / / I C/ i� // / /Fi / i = = j �� / �� / /j , �// /�/ � ON EE<CA� o — — // / / / /j / j_.7/ /// ' RVAIeN.Es ENT — — /%/ //; PLANTING PLAN i / / — / . . / �// l� // i/ / / // / // /l //////r/� / / / �� — — � /i/ / /� / // L.2.04/ /i / // // / , , — — SCALE: i16e=1-0 / / , / / ////// // / / — /I RECEIVE D/ , — / // \\0' x16' ASPEN L BUILDING DEPARTMENT O O +� U O Z � V - O L„ 3 11111111111 V Z W 49 a O '- COCC V) U aD O O CC N Z T X CC o T ‘- Drawn By:EF Checked By:GT ARCHITECTURAL FACE ISSUE&REVISION DATES_ ACC FINAL SITE PLAN REVIEW 02/28/2018 1/4"EXPANSION JOINT HIGH FINISH CONCRETE -PLANTER WALL - - Plot Date:02/28/2018 Project#:257 HIGH FINISH CONCRETE RANDOM FLAGSTONE PATTERN AGGREGATE SUBBASE CONCRETE BASE AND LEDGE -/-6" 6._0" 6" 1'-0' /, as 4 z 4 iii\iiii DETAILS L.5.01 OENTRY WALKWAY-SECTION 1 RECEIVED 3/4"=I-A P-RE-257-01 02/14/2 01 9 ASPEN L BUILDING DEPAR Z O . N E I . Lf11. . ARCHITECTS FLOOR AREA: 3,148.1 s.f. L L C. GARAGE AREA: 822.0 s.f. P.O. BOX 2508 DECK AREA: 523.5s.f. ASPEN CO 8 1 6 1 2 FLOOR AREA: 1,798.7 s.f. TOTAL+EXEMPT WALL AREA: RE:A201b WWW.ZONE4ARCHITECTS.COM r DECK AREA: 283.1 s.f. NON-EXEMPT%: 00.0% %% %%SV W tiO k ►ii� i♦o♦i�'►♦�•�'""� �i+ioi�1_�______ !oo•o0 oioio--"VIA 'ii- �o�o�000�0�0....0.0,0� ....0�0- ��► ��o1; �►;�� ►iA*► �' _ �i` `'w�•�►!e0iii itiRii'i'ii'ii'ii'i'iior�►te.0�0�0 .�.�.�.4414. �e.4��4444.84.;9► ��������j. . 4jl AA AA AA AA AAA AA AL-A, 0 ►1,.�4. ► f►.......' '�P�►1�.....���.�.�.�.�.�.�.���.� ��.�. .�.A.��......... a"........� l ► '..♦ A , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .�,_iel `..�....'���.a�.j��i�� _ji�i�i�i���i�i�iil���I�_ Vi.'��� .eeeoo:s.. - - - - - - - - "i.0 �.1.y.O ♦. o..♦ �♦ . ..vim.... .v4V!♦.♦.♦...♦...♦...♦.`►...:.:VVVVVV.........♦...♦..4 . AAA AAAAAAA AAAAAAA y--- ���.'..�wow����..�, oA - �.a�4 w �a�........<.:.;.;.;.; 1 798.70 s► f t����•.. 0 0 0 0 0 0 AL A 0 0 0 AL A i�..�.�.�.�.�.�.�.�.�.��►�.�.�.�I I�.�.���►......vr.........���������������� �.- •♦•♦�•�♦�•�♦�• .I► A�♦`vvvvv.-v�v .�i�i _ A A A A A A A A A A A A A A A A A .►•♦♦♦♦♦♦•♦•♦ ►♦•♦♦��♦♦♦• ►r�•♦•♦�A�♦►♦♦•♦•♦•♦♦♦•♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•�♦�•�♦�•�♦� •.,�;I�,�,�,�,�,�,�,�,�,��.�.�s.,�,�,�.�.�.�,�,�. , A 0 A 0 822.00 s ft o A 0 0 ►.❖.�.•.�.❖.❖.❖.4.►❖.❖...❖.•..;.;.;.;.;.;.;.;.;.;.;.;.;.;3148.08 s ft•;•;•;•;•!� w B _4. .. •. i�4b. j�j���j���j�j�j�j� j������j���j�j�j�j�j�j���jIIIIIIIIIIIIII A ri . AAA A A A A A A A A A A A AAA A A•� 4,••••j:..�..4 .... o.�►•••••••••••••••••••••••��1►A U ..�i► �>....... :Q� j , A 0 A 0 0 A 0 A 0 A 0 A 0 0 A 0 0 .�.�.�.�.�.�.�.�.�.�.�4►�����,,,,i►......r�r..........�.�.�.�.�.�.�.�.�.�.�.�.�.�.r1. Z �at•�����������������������.�.�.�.�.�.�.�.�w o A A 0 A 0 A 0 0 A 0 A 0 0 A 0 A •�.�.�.�.��/,'v'v'�'v'v ►�.�."V': ri �.�.����►�I�........J.........�.�.�.�.�.�.�.�.�.�.�.�.�.�1�r + �,�����������������►�������������������������� 283.14 s► ft AAA AAAL AL A AAAL AL 0 '.... �.....►1..�►....►,►..���....,►.........�.�.�.�.�.�.�.�.�.�.�.�.�.�.�� W 5 ..4.� ` ►.•.•.•.• .•.•.•.•.•.. .. 4.�.4..�f I k % �% % %%%% i %% io °i�♦�♦�♦�♦�♦�♦�♦�♦��►i♦i♦i♦�♦i♦i♦4,I. ♦• 1 I I uililili ,ioioioioioioi!ioioioioioioioi!ioioioioioioi!i� 0 p 1 . 523.50 s+q ft a NW y 03 UPPER LEVEL FLOOR AREA PLAN 02 ENTRY LEVEL FLOOR AREA PLAN + Q 1/8" = 1'-0 1/8" = 1'-0" G LOWER LEVEL FLOOR AREA: 3,926.1 s.f. TOTAL+EXEMPT WALL AREA: RE:A200b _ NON-EXEMPT%: 43.7% DECK: 656.6 s.f. CO GG AREA NON EXEMPT (C.T.A.) '♦�����������1'�i►i i���i►��'&�• �������������������w ►v�'��� b AREA CALCULATIONS ACTUAL AREA (TO AFTER EXEMPTION ERE ALCUL TION) (ABOVE GRADE) COUNTS TOWARDS ALLOWABLE ..►���♦.♦. ♦♦♦♦♦�������• ..��.,j���.�.�.�,.♦.♦�1.♦� .♦.♦.♦.♦.♦♦�♦�♦�♦�♦�.�♦�.�♦�. �.,", . q LOWER LEVEL(BASEMENT) 3926.1 s.f. 3926.1 s.f. 43.7% 1715.7 s.f. ������ rival�������.�•�•••�••,•�• ►..��� ••w/.••••••••••••••••••••.o�:a: ��.�♦" FF ♦.......►.------A---.�,►o1 yG'oo►.1...-'._o_o i..................... • rrGARAGE REFER TO .10 822.0 s.f. 447.0 s.f. INCLUDED IN MAIN LEVEL o.o....o.o.o.o.o....o.o.o.o.o.o..0.0.04/0.0.0....0.0.0.0.0... EE(822.0-250=572.0-125=447.0 sa ft NON EXEMPT) MAIN LEVEL /...o..���_�������������������������►���������� � '�►ntett 4104**** t' .ZTZ�,�242TTT.�.��0. ____ MAIN LEVEL 3148.1 s.f. 0NCLUDINc ON EXEMPT GARAGEMEAI 100.0% 3595.1 s.f. ���� �l�.00��������.4, 14�����.... ���������� a ......,.._...e..........�._......._............•- ,. .....O. ... 656.64 s ft UPPER LEVEL 1798.7 s.f. 1798.7 s.f. 100.0% 1798.7 s.f. 1.. 1.....- �'�.%...�.... 3 926.11 S ft... i o.0.0.0..01�0.0�0..�►.......•-.....?0.•.0.0.0.0.0.n`o♦io 0000000�.♦.o.♦.♦.o.•♦♦.♦.♦.♦.♦.♦.-DD -•+ j U DECK(15%OF TOTAL FAR EXEMPT:1125) 1463.3 s.f. 338.3 s.f. N/A 338.3 s.f. 1....i'..'/..-�......'►....��.....��...W►.................... ����� ��♦.,.♦.♦ .,♦♦♦♦♦♦ j.♦. ♦♦♦►,'� ���`���.♦.♦.♦.••.♦.•.♦.♦.♦.♦.♦.�•♦.`.♦.• ♦.�.�.•.♦.•.♦.♦.♦. Z4A BY RE FIIN ONE 02 eso 8 S DATE 0 ........... .........................�.................... PLAN REVIEWtA TOTAL 7447.8 s.f. .��������� ♦�����e�����,�y��C.C.ee.♦........�41) N...�A�.....�.�.�.�..•.�.�.�.�.�.�.�.�.�.� TOTAL DOSE+OVERHAGEE EXCLUDED) IA 8872.9 s.f. ♦♦♦♦♦♦♦♦♦.♦ .♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦•.♦tok .♦.♦.�.♦.♦. •� � �II®..♦.......• p :TOTAL ENCLOSED AREA 9694.9 s.f. ALLOWABLE AREA(FAR): 7500.0 s.f. ������� At.•••4•4444••••••®�® •••4••�'�•_�♦._�.•�♦�♦4 BB (DECK+OVERHANG EXCLUDED) �.• I 6 I I AA Drawn by: Z4A g g Date: 2/28/2018 f Scale: AS NOTED as AREA LEGFND 12 gN FLOOR AREA OVERHANG AREA 01 LOWER LEVEL FLOOR AREA PLAN i EP a= 2 v 1/8" = 1'-0" ;Lo i GARAGE AREA EXPOSED WALL SURFACE AREA k o AL j1 AA ms3 m iiii li DECK AREA j``` BURRIED WALLAREA FAR p. 9 g CHANGES ��� 0 1 A20 ,EIED N Plotted On: 2f28/2042/14/4'219 ASPEN BUILDING DEPARTMENT Z O . N E ARCHITECTS L L C. P.O. BOX 2508 ASPEN CO 81612 W W W.ZONE4ARCHITECTS.COM E W 2 0 kC Z - W 0 0 a 0'- C/) _ 0 W U 16- 0 5 f 00 N W - >< ' a + Q Ce ° Q _ 00 5 1 1 0. 1,143.19sgft 428.09 sqft € EX STING GRADE N % ppQQ �QppppQQ �QppppQQ �Qp � � Q OO�� T.O.LOWER LEVEL F.F. $ GG HH g. BY REVISIONS DATE - ACCFINAL5ITE gE Z4A PLAN REVIEW 02.28.2018 'B 5`0 718.3880 _ 44.84sgft _ _ 285.03sgft _ _ _ 262.49 sgft 139.78 sgft _ 120.75 sgft _, „ /```` 3a EXISTING GRADE 8 X % �� o Drawn by: Z4A 0.6 T.O+L OWER LEVEL F.F. 118 q TOTAL WALL AREA: 3142.55 sqR Aft BB CC DD EE FF BURIEDTALWAWALL AREA: 1142.55 sq ft Date: 2/28/2018 "-�� TOTAL EXPOSED WALL AREA: 1371.89 sq ft Scale: AS NOTED og EXEMPT(1no.88 1 3142 55): 56.34% 4N LEGEND p@ X3a 28 EXPOSED WALL 2 Sc 2 01 WALL AREA DIAGRAMS 0 BURIED WALL Si 1/8" = 1'-0" < FAR ms m WALL AREA 1LL 1 a. 81 A2 0 QiikEI ED Al Plotted On: 2128120 4 2/1 4/4'019 ASPEN BUILDING DEPARTMENT Z O . N E • 29.50 sq ft ;�;�;�;�;�;�;� _ _�:`:: ;•;•;•;�� 67.33 sq ft i ;:'1. 34.22 se ft V • ......� .•. e6vOO,��•44 ARCHITECTS .1 P.O. BOX 2508 ..♦.......,......♦...♦.♦.♦�♦.. ASPEN C O 8 1 6 1 2 ❖:•941 .49 so ft ❖••♦•♦' WWW.ZONE4ARCHITECTS.COM ;.;.;............. . 872.88 s. ft I 82.24 sq ft GROSS FLOOR AREA: 941.5 s.f. NET FLOOR AREA: 872.9 s.f. DECK AREA[15%OF GROSS(1000.0 s.f.)]: 141.2 s.f. STORAGE[10%OF NET]: 63.7 s.f. rf TOTAL+EXEMPT WALL AREA: TBD u NON-EXEMPT%: 00.0% Limi 2 U Z - 02 ENTRY LEVEL AREA PLAN - ADU W 1/8" = 1-0 0 Q 5 0" Cr) = too W Uco 0 5 UP Ce 0 O I U / N W %- a CRAWL SPACE + Q 4'TALL MAX./EXEMPT SPACE] 0 Lf l Q il i•___• •• 56.22 sq ft •.e•.....e•.. 46.67 sq ft - 5 I I _ J GROSS FLOOR AREA: 56.2 s.f. NET FLOOR AREA: 46.7 s.f. DECK AREA[15%OF GROSS(145.6 s.f.)]: 0.0 s.f. STORAGE 110%OF NET]: 46.7 s.f. gg TOTAL+EXEMPT WALL AREA: TBD o NON-EXEMPT%: 00.0%(TBD) BY REVISIONS DATE ' ACC FINAL SITE gE Z4A PLANREVIEW 02.28.2018 o6 01 LOWER LEVEL AREA PLAN - ADU N 1/8" = 1'-0" 3w 3 Drawn by: Z4A g Date: 2/28/2018 l GROSS AREA NON EXEMPT (C.T.A.) NET AREA STORAGE Scale: AS NOTED AREA LEGEND ADU I AREA CALCULATIONS GROSS AREA R AFTERUSED FXEFOR CMUPCuwnorv� (ABOVE GRADE) COUNTS TOWARDS ALLOWABLE 10%OF NET[920.1 s.f.]:92.0 s.f. '. rvFLOOR AREA OVERHANG AREA LOWER LEVEL(BASEMENT) 58.2 s.f. 56.2 s.f. 00.0% 58.2 s.f. 46.7 s.f. 46.7 s.f. W'6 V -- MAIN LEVEL 941.5 s.f. 941.5 s.f. 00.0% 941.5 s.f. 872.9 s.f. 63.7 s.f. : '-' GARAGE AREA j EXPOSED WALL SURFACE AREA 3z DECK(155 or TOTAL FAR EXEMPT)ISO) 149.6 s.f. 000.0 s.f. N/A 000.0 s.f. ko 00 iiii DECK AREA BURRIED WALL AREA .a SI M= j` m s m aim ��� TOTAL 997.7 s.f. 919.6 s.f. 110.4 s.f. FAR[ADU] 1 m H- -CHANGES A2 0Qt ,EI ED N Ploned On: 2/28/2042/14/4019 ASPEN BUILDING DEPARTMENT Z O . N E 4°1I1 ARCHITECTS L L C. P.O. BOX 2508 ASPEN CO 81612 W W W.ZONE4ARCHITECTS.COM O ork Q CR T OZ c") we A407 \ / 91,1111111111 \ / T011 126 10' 1 T Ti / w / 5'.6' / 25'6112' / 8-31 / „'.6112' 6'•7' / 3'.11 12'6" 72'6' 72 12'E' 72.6 p\ JW2I- 1 4, milip Th--,- Kici,,/i , iiZ/ ST®#2 STAIR#113 Q 01I QGA LERY ENTRY /yuL91P ~�P KM 1100 I DH LLt e cril \ �- - 11 - 4 _ _ _ -- - - i - - - - - - -0 pI. lWQQs 00Ce QUIlk `j : N WpMUDROOM � WI E PANTRY11 � aI r +R. GARAGE i ; a LIVINGIIIQ116 �� KITCHEN11DINING ROOM ,I I 0 i I� II 031 ¢21 III L 1 II e Q ` `I II POWDER#3 II f'I.,.. p �e 1 HALL II — 1 I ill I II iIIIt± IIIITII4IiJ_ IJLL FI E O \ in � I' mob ) OUTDOOR• I 1 1 OUTDOOR I 'I �J g KITCHEN 1 I PINING I II LJ L BY REVISIONS DATE \\ _ _ _ _ _ _ _ _ _ _ _ _ 6 r 1 ,1 L ACC FINAL SITE g0 Z4A 02.28.2018 08 _ \ 1 ` PLAN REVIEW ;o Q �o A4024 icip dp (j1) R Drawn by: Z4A 6 A501 N al Date: 2/28/2018 Scale: AS NOTED gig 12 a6 ,. 2 3z 3 oLL 5 - LL ko O m4 N GRID LAYOUT ik i 01 GRID LAYOUT PLAN w 3/16"= 1-0" r 0 11 I?L 9 A2OREDEI ED N Plotted On: 2/28/2042/14/ '219 ASPEN BUILDING DEPARTMENT Z O . N E III I I I El I ' 1 / I 1 / / / / II I I / N 11 A \ B C D E F (: FV J K L M ARCHITECTS I // I // II . (\ I\ I\\\ II I\ I I/ �/ /// I\��� C \II LLC. / I I I V A I V I I V 1 I , / I / I \ I P.O. BOX 2508 I III II 1) II / I ASPEN CO 81612 I \' \t / Y---I--- II / �'-' / WWW.ZONE4ARCHITECTS.COM / I I 1 11 ' BUILDINGENVE OPEI /I z / 1 $ I I / 0L.I M. I / - oQ / �I D. A.I �� Ie/ J 1 / / ' W 'v �/y v U/v v � o/ I Al.,.O �A2. /I / / /x * , x x \ /\ / / I _ - -r- - - - - - '-\ ' / 0 Q /`v I �' 1 /' // _ 0 ] 01- \/ 1.\.1 • c. IX 7 27iO 4-2. 1 g 00 / „' x.z =,1 � W. -Q =R M 1 1 1 ,' 1 - ,9'-0"// /- I 1 I zLLI �/ /? a 111 // '// /'I/ I 1 r/ �' I// ��L' ' ,/ t \� r� I m * Q / / i / / �;I`� - - - - 1. �- �/' 0/ �"J, a �`J /' /'� //1 / MM / �/ 0 , I /' // / // �/ // W / /,/ / // , /' 7 / / / / // / / 1 / 2 it / / / �// a • / Cr- ,C2rt�U. �T- X.4 4EIt / / I E z I 1 1 tiI �,o I a I w m El) (ID il / o/. XC El) / 1 / / / I I I 1 / S , I / / / / � gg / / 22 . / / j "III / BY REVISIONS DATE Z4A ACCFINEREVIEW IIW 02.28.2018 Sb PLAN 5`0 HEIGHTS OVER TOPOGRAPHY-ADU HEIGHTS OVER TOPOGRAPHY-MAIN HOUSE EXISTING PROPOSED MOST ROOF HEIGHT ROOF HEIGHT EXISTING PROPOSED MOST ROOF HEIGHT ROOF HEIGHT 3 ELEVATION ELEVATION t LABEL GRADE GRADE RESTRICTIVE (USGS) OVER MOST LABEL GRADE GRADE RESTRICTIVE (USGS) OVER MOST ,t O A RESTRICTIVE RESTRICTIVE Drawn by: Z4A 7788.70. 7802.70' 14'-0" 7775.00' 7795.30' 20'-31/2" 46 R 7786.00' 7803.20' 17'-2 1/2" B 7773.00' 7796.70' 23'-8" S 7785.00' 7804.40' 19'-5" C 7778.00' 7796.33' 18'-41/2" Date: 2/28/2018 p~ T 7782.00' PROPOSED PROPOSED 7808.33. 24'-4" D 7779.00' 7795.16' 16'-2" Scale: AS NOTED U 7787.20' GRADE N/A. GRADE N/A. 7806.40' 19'-21/2" E 7780.20' 7807.95' 27'-9" ou EXISTING GRADE EXISTING GRADE ✓ 7791.00' USED FOR HEIGHT SD FOR HEIGHT 780433' 13'-4" F 7778.70' 7808.45' 29'-93/4" N _ MEASUREMENTS. MEASUREMENTS. Q Vtl ]]90 00' 7803.33' 13'-4" G 7786.80' 7809.70' 21.-11" X 7792.00' 7802.67' 10'-8" H 7786.90' PROPOSED PROPOSED 7807.35' 20'-51/2" X y I GRADE N/IAA. GRADE N/A. a 7786.00' 7802.80' 16'-9 1/4" 7787.50' 7804.00' 16'-6" ZO 7 Z 7790.00' 7803.15' 13'-13/4" J 7787.70' MEASUREMENTS. MEASUREMENTS 7USED FOR HEIGHT USED FOR 804.03' 16'-4" 3z K 7780.50' 7804.00' 23'-6" o L 7780.40' 7803.98' 23'-7" Ls M 7777.20' 7791.80' 14'-71/2" HEIGHTS ko _. N 7777.00' 7791.6T 14'-81/4" �< 7775.50' 7791.50' 16'-0" OVER Q .41 P 7775.70' 7791.95 6-31/8" TOPOGRAPHY H mAl 7776.00' 7795.60' 19'-71/2" N - 7784.50' 7808.50' 23'-61/2" 0 1 HEIGHT OVER TOPOGRAPHY -I 1/8" = 1'-011 1 A202 EIED N Plotted On: 2/28/201®z/14/4219 ASPEN BUILDING DEPARTMENT Z O . N E INI . Lf II ARCHITECTS L L C. P.O. BOX 2508 ASPEN CO 81612 W W W.ZONE4ARCHITECTS.COM I Q Q CT) CI) Q Q I 1 u i EXISTING_________________________________________________________________________F_______________________________________ _-----J--- �—- � 30'HEIGHT LIMIT ABOVE 'kLg I N445TER SMITE FACADE ___ F __ DIST.TO BUILDING ENVELOPE EXCEEDS 50'-0".RE:SITE PLAN �— _---- _— — �t , 4,0" BEYOND o 30'HEIGHT LIMIT ABOVE EXISTING GRADE : p W W I= CIa Iz 0 a I I I I I° — 0" 1 IX W 2 '- I W U� 16 0 5 I f 00 ' — I U L ¶ - Z T.O.F.F.UPPER LEVEL N W r e d X r ao il — la _ I + Q I Ce CD I Q OUTDOOR I - KITCHEN WINE GALLERY ' W EaI1061 I EXISTING GRADE 1 EXISTING GRADE Al 7STER SI IITF FAf.ADF Qo :: t •--• — I II II I VOND 2 1 ___ I Y .O.T F.F.ENTRY LEVEL a w Mr NW 1 POWDER#1 KITCHENETTE POWDER#2 �r 1 0031 1004 I dos I I BY REVISIONS DATE LL gS ACC FINAL SITE vii ,, Z4A PLAN REVIEW 02.28.2018 aA _ _ _ 1 EL.+88'-0"17766.00'1 SS T.O.F.F.LOWER LEVEL H 3u 141111111.111 CRAWLSPACL 3 lilli �� Drawn by: Z4Aw —.— —.—.— �.—.—.—.—.—.—.—.—.—.—.—.4EL+82'-6"17762.50] 4. T.O.F.F.CRAWLSPACE \__ »..................T..,,..., ..,,......,...T..,,..., ...,......,...T.,... .......,.._T,....a..T.,..._Tw:w.w,......,..T.,..,a,.....w...,........,..T.,..,a,.....w.w,......,..T.,..,a,.....w...,........, i Date: 2/28/2018 Scale: AS NOTED aR gi 1N °d 01 HEIGHTS SECTION is 11 o HEIGHTS ms m SECTION 11 1 A2OWECEIED M Plotted On: 2,28/2042/14/ '219 ASPEN BUILDING DEPARTMENT Z O . N E I . 4 . 7. .., ARCHITECTS L L C. P.O. BOX 2508 ASPEN CO 81612 W W W.ZONE4ARCHITECTS.COM r i . . r aii�/ gii�►� II - —L il ►% gv .. Atirrogm Inl A w.:LA4sr4 -Farr, /ice/il/./N 4 AMEN 1/ MN AisialigivA % ' /2,220.42 si ft�� %i �„„, r /iii�/III r/ / j j ,I/ j/ I. / % / / / LJJ / / 1 _._._._ r / 4 946.93 s 41 Z A' A' / A _m_ ww A A I Ir v A , A A, , Al A Ar/////tiv // Lu U ga O i U 7- a 03 UPPER LEVEL FIRE AREA PLAN N 02 MAIN LEVEL FIRE AREA PLAN N + N 1/8" = 1'-0" 1/8" = 1'-0" p Q Ce Q _ CO V 3 ,f11. G.F.A.NOTES' /� 1.FIRE SUPPRESSION SYSTEM TO BE SUPPLIED PER SECTION P2904 r I % r ` // OREAAI3D. �,j/ / / %�/ 4 998.77 s 2.SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER 20151RC SECTION '/4% 1 R314 o �A //a� i, O f/ BY REVISIONS DATE ,' ACC FINALSITE gE Z4A PLAN REVIEW 82.28.2018 ii� GROSS FLOOR AREA(GFA)PROPOSED: j rf////yJ / =j/., jrA TOTAL PROPOSED GFA: 12,166.12 s.f. --------- --------- I P Drawn by: Z4A6 Date:A /2018 Scale: ASBNOTED ag €o 6 01 LOWER LEVEL FIRE AREA PLAN "1/8 o BUILDING ms m 11 GROSS AREA 1. A204 5EKED Plotted On: 2,28/201@ 4/14/4219 ASPEN BUILDING DEPARTMENT Z O " N E. II I C D (Di (DI G 01 H J K (Di M SPACE PLAN SHOWN FOR COORDINATION PURPOSES ONLY • A I 2.OREFER TO STRUCTURALL ENGINEERING DOCUMENTS FOR CONCRETE ri FOUNDATION DESIGN. 25'.1P I / / / 11'6112" / / 126. / / 12'6. / 12.6" / / J / ARCHITECTS LLC. csi P.O. BOX 2508 $ ASPEN CO 81612 W W W.ZONE4ARCHITECTS.COM I I I I I I I I I H I 4 a I I I I 1 I I I I rc I W $EL.a 2- ldl • a s ms2.sa T.O.CONC.CRAWLSPACE I I -1 I W o = I I I I L l _I Q � I I I � �I N IIIUCO CO 1 �I Q0 g 1CONCRETE .1 FOUNDATION WALL,RE: O STRUCTalk MIIir a r J OUTLINE OF RECESSED \ /� • T .I — — — PATIOABOVE \` I TY OUTLINE OF _n r STRUCTURE ABOVE v I I I I I I I I I CO I I i = OUTLINE OF RECESSED � 5 � FLOOR ABOVE o ACCESS PANEL ABOVE m R g —_L_—_—_—_—J L'—_—_—_—_—_—_—I___—_—_—__I_—_— L_____________L_______________________—_—_—J—_—_—_—_—_—_—_L_—_—_—_—_ BY REVISIONS DATE ACC FINAL SITE °g Z'— Z4A PLAN REVIEW 82.28.2018 pb Q 1 Drawn by: Z4A 0.6 .E. 8,3" / 11'6112• / 8-7 .E. 3'-11" / I 12'-6• / 12'-6' . 12'6• .I. 126" ,i. 126 k Date: 2/28/2018 p10 ~ i1 � qo � 1 /1� /111\ ± Scale: AS NOTED o�O O 02 /r\ O 07 ( K 10 L , 01 /��\ 0 X 0 3z i oLL CRAWLSPACE o PLAN iQ m N EAST 11 01 CRAWLSPACE PLAN I EAST b o �� A3OQ ,EI ED N Plotted On 212520Q2/14/4'219 ASPEN BUILDING DEPARTMENT Z O . N E II I A B C D E F G 01 H , I Q Q / Q Q Q % Q kQ Q • 1 . / 5'-6' / 25,61/2' / 8'-3" / 11',6 1/2" / 8'-7' /I 3'-11" / 1TE" / 12'-6' J z' ARCHITECTS P.O. BOX 2508 ASPEN 0081612 0 W W W.ZONE4ARCHITECTS.COM I I I I I ACCESS PANEL ABOVE l I I T I I CONCRETE I I p FOUNDATION WALL, RE: — J rc STRU = W IM ,L EL 08r-6°m6z501 7 Y T.O.CONC.CIRAWLSPACE 2 L - 0'k' • I Cl) � � W N W • Q • I_ — I I I I a g 1 ,•,--,. -—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-—-—-— —-—-—-—-—-—-—-—-—-—-—-—- - - - -—-—-—-—-L-—-—- -. BY REVISIONS DATE ak / / Z4A ACC FINAL SITE 82.28.2018 IS _ _J PLAN REVIEW ao I 3u 3.o Drawn by: Z4A I 4. 5'-6" / 25,61/2' 4• / 11',6112" / 8d' 4• 3'-11" / 12E' / 12-6' Date: 2/28/2018 p~ Scale: AS NOTED ag C) O •01 (jDO O o2 /r\ 49 1 CI I O od X 1: 0 3z i !Li CRAWLSPACE o PLAN fQ N WEST 1i 01 CRAWLSPACE PLAN I WEST b 1/4" = 1'-0"I A30 ,EI ED N Plotted On: 2/28/2042/14/4'219 ASPEN BUILDING DEPARTMENT Z O . N E II I C D ETI) F G 01 H J K L M , !—• 02 I1:. 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FIREPIT APPLIANCE 1 b.SITE ELEVATION 7779.75'=ARCHITECTURAL ENTRY LEVEL T.O.PLY FLOOR ELEVATION 99,9". 14 2.REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 1 sLu 3.REFER TO INT.FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. MAIN LEVEL ko m OUTLINE OF SKYLIGHT ABOVE 4.STAIRWAYAND HANDRAIL PER 2015 IRC R311.7.GUARDRAILS PER 2015 IRC R312. i J 5.ILLUMINATE STAIRS PER R303.7.MINIMUM OF 50%OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN FLOOR PLAN 4 HIGH EFFICACY LAMPS PER IEEC 404.1.ALL EXTERIOR LIGHTING TO ADHERE TO CITY OF ASPEN LIGHTING I STANDARDS. LT', 6.ALL MATERIAL INSULATION VALUES TO MEET 2015 IECC MIN.STANDARDS FOR CLIMATE ZONE 7.REFER N EAST p TO TYPICAL ASSEMBLIES. 01q MAIN LEVEL FLOOR PLAN I EAST 1. 7.RADON MITIGATION PER IRC APPENDIX F. S~ 8.GARAGE SEPARATION AND OPENINGS PER IRC R302.5.1 AND R302.6. 1/4" �/4�� _ ,�-O�, _ �1 9.FINAL HOSE BIB(H.B.)LOCATIONS TO BE FIELD VERIFIED WITH OWNER. 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N E EXTERIOR SIDING LEGEND 4CIIN7H O CONCRETE -REFER TO TYPICAL WALL ASSEMBLY DETAILS -BOARD FORM CONCRETE W/INTEGRAL COLOR -REFER TO NOTE V ON AGM 0 STEEL PLATE SIDING -REFER TO TYPICAL WALL ASSEMBLY DETAILS -G.C.TO PROVIDE SEAM LAYOUT SHOP DRAWINGS FOR APPROVAL/BASED ON DESIGN INTENT W/IN THESE DOCUMENTS O STUCCO SIDING -REFER TO TYPICAL WALL ASSEMBLY DETAILS ARCHITECTS L L C. ®METAL SIDING/FLASHING P.0. BOX 2508 -REFER TO TYPICAL WALL ASSEMBLY DETAILS ASPEN C O 8 1 6 1 2 -FINISH TO MATCH STUCCO I[EMPTY] W W W.ZONE4ARCHITECTS.COM O Q Q Q 48'8" Q O TA3/4" I� 4,31/4" I� 5'6" f. 20'-71/4' I� 10'-0314" / 1 1, I p W d 1 V Z - �_ — — W — 30'HEIGHT LIMIT ABOVE —I _ - - EXISTING GRADE 0 Q 'S _ _ — — — • /y /A - METAL STANDING SEAM ROOF Cr) 1 W U� R-1 • O Q O 5 �5/8 0 Ce O U 1� AfiO3 — ��.—._.—.—.—.—._ —. _.—.—.—.—.—.—. —._.—.—.—.—._.•TO.F.F^UP ER LEVEL N WF� _ ` \\��STEEL PLATE CANOPY BEYOND /X Iy 0 Q E Ce r m tt W3 0j O 2. 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SECTIONS, & FRAMING IS DEPICTED F FOILFRAMINGIREPUREMEN ONLY,REFER TO '�q STRUCTURAL DOCUMENTS FOR FRAMING REQUIREMENTS,TYPICAL. n 2.G.C.TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ELEVATIONS 11 i ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. 3.G.C.TO PROVIDE ARCHITECT AND INTERIOR DESIGNER WITH STEEL pw.1 FINISH AND TREAD SAMPLES PRIOR TO FABRICATION. 01 LOWER LEVEL STAIR#2 PLAN 4.REFER TO STRUCTURAL ENGINEER DOCUMENTS FOR STRUCTURAL P' < REQUIREMENTS. 1/2" = 1'-0�� 5�N S.PERIBC 01f AND A + 1.1 L AD TEMPERED GLASS WTO L MUST CONFIRM ��O w SUPPORT IBC S 01f 1 0.CONCENTRATED LOAD OF RED G.C.TO CONFIRM ' o WITH GLASS,BRACKET,AND FASTENER SUPPLIER THAT LOAD CRITERIA IS EKED C MET PRIOR TO ORDERING+INSTALLING MATERIAL. N Plotted On: 2/28201®z/14/4219 0 ASPEN BUILDING DEPARTMENT Z O . N E IIII ARCHITECTS L L C. P.O. 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N E WINDOW SCHEDULE GENERAL NOTES: I MARK Quantity SIZE TYPE GLAZING NOTES 1. ALL OVERALL DIMENSIONS ARE ROUGH L........:__C WIDTH HEIGHT OPENING DIMENSIONS. 01 1 13'-1 1/2" s-s" --- I 2. WINDOW MANUFACTURER TO PROVIDE 02 3'-o 1/2" 10'-0" TEMPERED GLASS PER CODE. 03 1 7'-3" 10'-0" --- 3. ALL OPERABLE WINDOWS TO HAVE 04 1 15'-4" 1'-s" SCREENS. 05 3'-0" 1o'-s" 4. ALL OPERABLE WINDOWS 8'-0"ABOVE 06 1 2'-11" FINISH FLOOR TO RECEIVE MOTOR. 5. WINDOWS AT WET AREAS TO RECEIVE ARCHITECTS 07 1 2'-11" 9'-6" --- L L C. OS 13'-1 1/2" 1.-5 1/2" MARINE GRADE SEALANT ON INTERIOR. 6. ALL WINDOWS TO BE EITHER DOUBLE P.O. BOX 2508 09 1 12'-3" 1'-51/2" --- ASPEN CO 8 1 6 1 2 10 1 12'-3" 1'-51/2" --- OR TRIPLEE TOPANS CARDINAL ANDD LOW WWW ZONE4ARCHITECTS.COM 11 1 12'-10 1/4" 1'-5 1/2^ --- E3. REFER SCHEDULE/ OR 121 1 -10 .5'-/ --- ELEVATIONS FOR TRIPLE PANE LOCATIONS. ALL WINDOWS TO HAVE 13 1 8'-31/2" 11'-10" I MAXIMUM U-VALUE OF 34. 14 1 8'-3 1/4" 2'-0 7/8"v.I.F. --- TRAPEZOID 15 1 8'-0" 3'-10" --- 16 1 8'-0" 2'-57/8"v.I.F. --- TRAPEZOID LEGEND 17 1 8'-31/4" 11'-10" 18 1 8'-3 1/4" 2'-11" v.I.F. --- TRAPEZOID T=TEMPERED 19 1 14'-8" 10'-6" --- E=EGRESS w 20 1 3'-3 3/4" 10'-6" --- p 21 1 a'-1" 8'-a" --- 3=TRIPLE PANE GLAZING g 22 1 7,_3„ 8'-4" --- V.D.I.F.=VERIFY DIMENSIONS IN FIELD 23 1 7-3" 8'-a" --- W 24 1 T-3" 8'-4" --- 25 1 2'-2" 11'-10" --- U " i 26 1 2'-2" 2'-11" --- 27 1 10'-10 1/4" 11.-10" --- Z - 28 1 10'-10 1/4" 2'-11" -- 29 1 3'-0" 5'-0" --- W 29 1 12'-6" 11'-10" --- 0 30 1 12'-6" 2'-11" --- CI Q 0 31 1 12'-3" 11'-10" -- 0 r 32 1 12'-3" 2'-11" --- gy I'33 1 12'-01/2" 2'-11" --- O 34 1 8'-111/2" 2'-11" --- _ " 35 1 8'-111/2" 10'-6" --- W V CO u 36 1 7'-3" 10'-6" --- Q 0 A �/ 37 1 P_6„ 10'-6" --- Lf 0 V 38 1 T-6" T-6" -- O " 39 1 2'-21/2" 8'-0" --- Z 40 1 5'-7 1/2" 1'-3" --- r d 41 1 1.-7 1/2" 10'-8"v.LF. --- 42 1 T-6" 1'-5 19/32,71.F. -- TRAPEZOID + Q 43 1 11.-1 1/2" 2'-0 23/32" --- TRAPEZOID 17 45 1 14'-9" 2'-1" --- r 46 1 6'-4" 6'-8" --- 47 1 6'-4" 2'-1" --- 48 1 17'-0" 6'-8" --- 49 1 17'-0" 2'-t" -- 2. - 50 1 4'-61/2" 6'-8" v.I.F. --- u 51 1 4'-6 1/2" 2'-047/64J.I.F. --- TRAPEZOID b 52 1 14'-1" 2'-119/3 ,I,F, --- TRAPEZOID L 53 1 5'-6 1/4" 1'-4 1/2" -- TRAPEZOID 54 1 6'-0" 1'-6" --- € 55 1 4'-0" 1'-6" --- 56 1 0'-9" 8'-6" --- € 57 1 0,_9„ 8-6" --- i 58 1 7,_1„ 1'-6" --- 5 59 1 7,_6„ 1-6" --- g al 60 1 17'-0" 1'-0" --- 61 1 15'-10" 1'-0" --- 62 1 19'-31/2" 1'-0" --- 63 1 0'-9" 8'-6" --- 1 64 1 0'-9" 8'-6" -- BY REVISIONS DATE z2 65 1 0'-9" 8'-6" --- ACCFINALSrrE a0 Z4A F=EUT 02.28.2018 Sb 66 1 5'-0 1/2" 8'-0" --- s WINDOW SCHEDULE I ADU aw MARK Quantity SIZE TYPE GLAZING NOTES 3A WIDTH HEIGHT P A-1 1 12'-7" 1'-6" --- Drawn by: Z4A A-2 1 3'-0" 7-4 3/4" --- A-3 1 0'-10" 8'-11" --- A-4 1 3'-10" 9'-6" -- Date: 2/28/2018 Scale: AS NOTED gg A-5 1 2'-9 1/2" 10'-111/2" --- 1''2 A-6 1 5'-11" 7'-0" --- 00 x A-7 1 2'-9 1/2" 10'-111/2" --- 3= 3 A-8 1 11'-6" 2'-0" --- TRAPEZOID i.2 8 A-9 1 10'-10 3/4" 10'-11 1/2" --- 11 A-10 1 10'-10 3/4" 2'-0" --- pa A-11 1 10'-10 3/4" 10'-111/2" --- o 2 A-12 1 10'-10 3/4" 2'-0" --- WINDOW ms gl A-13 1 2'-10" 10'-11 1/2" --- SCHEDULE ld m A-14 1 2'-10" 2'-0" --- 14, A-15 1 2'-10" 10'-111/2" --- A-16 1 4'-101/2" 10'-111/2" --- 6� A-17 1 11'-111/2" 2'-0" --- TRAPEZOID °' 0 9 A-18 1 4'-101/2" 1'-41/2" --- TRAPEZOID A80JECEIE® N Plotted on: 2128/2042/14/4'219 ASPEN BUILDING DEPARTMENT Z O . N E NEW DOOR SCHEDULE GENERAL NOTES: I MARK SIZE TYPE MATERIAL FINISH HARDWARE FIRE RATING NOTES 1. PROVIDE INSECT SCREENS FOR ALL Li......._:_C W HT EXTERIOR DOORS. 001A 3'-0" 8'-3" --- 2. G.C.AND DOOR MANUFACTURER TO 002A 24'-4 1/2" 10'-6" --- BY WINDOW MANUFACTURER/3 PANEL LIFT+SLIDE PROVIDE TEMPERED GLASS PER 002B 11'-10... 10'-5" --- BY WINDOW MANUFACTURER/1 PANEL LIFT+SLIDE CODE. 002C 4'-0" 8'-0" --- POCKETDOOR X 003A 3'-0" 8'-3" --- BY WINDOW MANUFACTURER 3. GARAGEE DOOR OPENER. MOTORIZED GARAGE X TO ENER. w 006A 2'-8" 8'-0" 4. GARAGE DOOR BRACKETS TO BE > 008A 3'-0" 8'-0" --- J CUSTOM,FABRICATED FROM STEEL ARCHITECTS 009A 3'-7 1/2" 8'-0" 20 MIN. SELF CLOSING HARDWARE REQUIRED PLATE,AND FINISHED MATTE BLACK. L L C. w 012A 2'-8" 8'-0" --- P.O. BOX 2508 O 013A 2'-8" 8'-0" --- ASPEN C0 81812 016A 2'-8" 8'-0" W W W.ZONE4ARCHITECTS.COM 017A 2'-8" 8'-0" 018A 3'-0" 8'-0" --- 019A 2'-8" 8'-0" --- 019B 2'-8" 8'-0" --- 020A 2'-8" 8'-0" --- 1 021A 3'-0" 8'-0" 100A 6'-0" 9'-5" --- BY WINDOW MANUFACTURER/PIVOT DOOR 109A 3'-0" 8'-0" --- 111A 11'-10... 10'-6" --- BY WINDOW MANUFACTURER/2 PANEL LIFT+SLIDE j 111B 7'-10" 10'-6" --- BY WINDOW MANUFACTURER/2 PANEL LIFT+SLIDE w 112A 3'-0" 8'-0" >- 113A 4'-0" 10'-5" --- PIVOT g 1- 114A 3'-0" 8'-0" --- 20 MIN. 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BOX 2508 ASPEN CO 81612 IBUILDING WRAP WITH BUILDING WRAP WITH SELF- FINISHED CONCRETE WALL, UWVW.ZON E4ARCHITECTS.COM ,,,' HEADER,RE:STRUCT. epee: SELF-ADHERED HEAD FLASHING „ ADHERED HEAD FLASHING ,,, ° •II• / "L"MOLDING BY FRY REGLET ;,', I VA, 4 RE:ELEVATIONS //,/ BUILDING WRAP / / OR SIMILAR ° ° _ dd •I/• "' 6 TREATED WOOD BLOCKING ,00. METAL SIDING • • I 3"xi/8"STEEL PLATE CASING 0 I I d d ° SHIM SPACE WITH SETTING '/,;,/' ' I III ' ''� d d MASTIC R-O R.O.RO Iv, e ° iiiii , - 1 METAL DRIP EDGE .10 - .O_ . 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LEDGER,RE:STRUCT. ,,,I ••�,%1 v „' • ROOF JOISTS,RE:STRUCT. W- ��� W-3 ���e . I, SEALANT t ••••••I ix WOOD T&G SOFFIT ••e **ea,e 1 EDGE OF JAMB BEYOND 5 000000 0•01 •t oe°11 ••••••I 000 •••IQ9 - EDGE OF STEEL JAMB CASING '2 •• + •••I ••/IO II INTERIOR EXTERIOR BEYOND •• ^a �✓//�//�/ ••/ •••lee I1 ^ �-- �-.`I WINDOW,RE:WINDOW SCHEDULE A H.T.BEAM BEYOND,RE:STRUCT. 08 WDW SILL @ CLERESTORY 07 TYPICAL WINDOW JAMB @ STUCCO 06 TYPICAL WINDOW JAMB @ STEEL PLATE 05 TYPICAL WINDOW JAMB @ CONCRETE 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" • s 1 i ^ ® I INTERIOR I . . I EXTERIOR = WINDOW,RE:WINDOW SCHEDULE I EDGE OF STEEL JAMB CASING BY REVISIONS DATE BEYOND 12 V V ACC FINAL SITE EDGE OF JAMB BEYOND Z4A PLAN REVIEW 82.28.2018 pb I EXTERIOR I I INTERIOR I I INTERIOR I I EXTERIOR II 1 f WINDOW, SEALANT '� RE:WINDOW SCHEDULE I . 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REFLECTED ms 4.REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATIONSAND L%Y' c SPECIFICATIONS. 1p N 5.REFER TO KITCHEN DESIGNER AND INTERIOR DESIGNER'S FINISH SCHEDULE FOR N CEILING PLAN p. m 02 ADU I ENTRY LEVEL REFLECTED CEILNG PLAN FINAL CEILING FINISH. 01 ADU I LOWER LEVEL REFLECTED CEILING PLAN o= 6."INTERIORS'OR"INT.'REFERS TO INTERIOR DESIGNER. 1/4" = 1'-0" 1/4" = 1'-0" _ P; A904 it �U N Plotted On: 2/28/20Q'/14/4019 ASPEN BUILDING DEPARTMENT STRUCTURAL GENERAL NOTES STRUCTURAL SYMBOLS LEGEND GENERAL WOOD AND TIMBER FRAMING MILIE 1. All construction shall conform to the 2015 edition ofthelntemational Building Code(IBC),and the City of Aspen amendments. 1. All wood and heavy timber construction shall conform to the American Institute of Timber Construction(AITC)and National ABBREVIATIONS EXISTING FLOOR JOIST OR ROOF RAFTER,U.N.O. 2. Details not spedfically shown on these drawings shall be similar to details for like construction as shown on these drawings. Design Specification(NDS)Standards,latest edition. A.F.F._ ABOVE FINISH FLOOR LVL FLOOR JOIST OR ROOF RAFTER,U.N.O. 3. The Contractor shall verify all dimensions and conditions at the job site,and shall report any discrepancies to the Architect 2. Stmdualfaming lumber shall beata minimum,as noted below,unless noted otherwise,and shall have amaximum ABV ABOVE LT LIGHT STRUCTURAL DESIGN and Slmctural Engineer of Record(S.E.O.R.)before proceeding with work. moisture content of 19%at time of delivery. ADD'L ADDITIONAL LL LIVE LOAD EXISTING FLUSH BEAM SUPPORTING FRAMING w ww.eromemm�.com 4. Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings. TYPE SPECIES GRADE Fb(MIN) ADJ ADJUSTABLE LOC LOCATION rmO Main street Dimensions shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the ALT ALTERNATE LLH LONG LEG HORIZONTAL FLUSH BEAM SUPPORTING FRAMING Carbondale,co 81623 Architectural drawings.In the event of conflict,dimensions shown on the Architectural drawings shall govern.Notify the Existing 2x structural Joists,Rafters&Headers Doug Fir No.2 1250 psi A.C.I. AMERICAN CONCRETE INSTITUTE LLV LONG LEG VERTICAL (970)510U773 S.E.O.R.of any discrepancies prior to constructing the impacted portions of the work.Scaled dimensions shall not be used. A.P.A._ AMERICAN PLYWOOD ASSOC. MFR MANUFACTURER EXISTING HEADER SUPPORTING FRAMING 2x Structural Joists,Rafters&Headers Douglas Fir-Larch No.2 900 psi 5. No structural members shall be cut,notched or otherwise penetrated unless spedfically approved by the S.E.O.R.in advance AB ANCHOR BOLT M.O. MASONRY OPENING or as shown on these drawings. Douglas Fir-Larch No.2 900 psi ARCH_ ARCHITECT(URAL) MAIL_ MATERIAL - - - - HEADER SUPPORTING FRAMING 6. Provide openings,curbs,framing,supports and attachments for items as indicated on Architectural,Mechanical,Electrical or 2x Studs,Posts&Plates BM BEAM MAX MAXIMUM other drawings inducted in the Construction Documents. Versa-Stud 1.7E 2,400 psi SPECIAL INSPECTION BLW BELOW MECH MECHANICAL EXISTING DROPPED BEAM SUPPORTING FRAMING 7. Where these General Notes and typical details are in conflict with the S edfications,these Notes and Details shall govern. Douglas Fir-Larch No.2 900 psi 1. The owner shall employ a special inspector per IBC Chapter 17.The special inspector shall submit a copy of all his BRG BEARING MTL METAL . TYP P 9 DROPPED BEAM SUPPORTING FRAMING Plates reports Owner,ts to the O Architect,Structural Engineer and me Building Department.When thek ileted,the BTWN BETWEEN MISC MISCELLANEOUS LSL 1.3E 1,700 psi work comp BLKG BLOCKING MIN MINIMUM DESIGN LOADS Stringers,Beams 8 Posts(4x) Douglas Fir-Larch No.1 1,000 psi special inspector shall submit a final signed report stating whether the work was,to the best of his knowledge,in Bor BOT_ BOTTOM M.F. MOMENT FRAME - --- EXISTING LEDGER SUPPORTING FRAMING conformance with the approved set of plans and specifications and the applicable workmanship provisions of the 1. ROOF LOADS B.O. BOTTOM OF N.S. NOT SHOWN Stringers,beams(6x&greater) Douglas Fir-Larch No.1 1,350 psi building code.The structural engineer of record will make visits to the site to observe general compliance with the I B.O.W._ BOTTOM OF WALL NTS NOT TO SCALE -""-""- LEDGER SUPPORTING FRAMING Dead Loads.......................................20psf approved structural plans,specifications and change orders.The contractor shall coordinate with the special BWP BRACED WALL PANEL o.c. ON-CENTER sP Live Loads..........................................75 Posts(6x&greater) Douglas arc No.1 ter) Dlas Fir-Larch 1,200 psi P inspector in chorder to ensure that the special inspection a indicated below can be performed with minimal impact to BLDG BUILDING OPNG OPENING EXISTING CONCRETE FOUNDATION WALL&FOOTING 2. FLOOR LOADS 3. Provide solid blocking at supports between joists and rafters.Within floor joist spaces beneath solid or built-up posts, the project schedule. CANRD_ CANTILEVERED O.H. OPPOSITE HAND 14 Dead Loads 50psf provide solid bloddng with area same as post above. 2. Special inspection is required for the following types of work.Refer to Chapter 17 of the 2015 IBC for additional C.I.P. CAST-IN-PLACE OSB ORIENTED STRAND BOARD Live Loads...........................................40psf 4. All plywood shown on these drawings shall be minimum CD grade with exterior glue in accordance with DOC PS 1 and testing and specific requirements. CLR CLEAR O.F. OUTSIDE FACE 3. DECK LOADS comply with IBC section 2304. 2.1. All cast-in-place concrete work&reinforcing placement,except nonstructural concrete(periodic). CNTRD CENTERED PLL PARALLEL NEW CONCRETE FOUNDATION WALL 8 FOOTING Dead Loads. ..50psf 5. Sill plates shall be of naturally durable wood,or Zinc Borate treated LSL or Douglas Er-Larch per IBC Section 2304.12 2.2. All masonry construction(periodic per IBC 1705.4). CL CENTERLINE PSL PARALLEL STRAND LUMBER Live Loads............................................40psf with Fc perp=625 psi,minimum and shall be protected for dry use. 2.3. All bolts and embeds in concrete(continuous if wet stabbed,periodic titled). CW CLOCKWISE PEN PENETRATION P 6. All wood framingshall be preservativepressure treated when in contact with concrete or mason foundation or exposed 2.4. All shopand field welding COL COLUMN PLCOERP PERPENDICULAR Snow Loads.........................................75 sP p masonry p g(periodic. XXXXXX EXISTING MASONRY CONSTRUCTION C.J.P. COMPLETE JOINT PENETRATION PLCS PLATES 4. LATERAL LOADS to exterior conditions.All fasteners used to connect pressure-treated wood shall be hot-dipped galvanized(HDG)or 2.5. All high-strength bolted connections(periodic). CONIC CONCRETE PL PLATE ��{ Seismic Design Category......................0 stainless steel. C.M.U._ CONCRETE MASONRY UNIT PLWD PLYWOOD T=1 MASONRY CONSTRUCTION Basic Wind Speed. .90mph 7. Except as noted otherwise,provide minimum nailing as specified in IBC Table 2304.10.1.Structural nailing shall be with CONN CONNECTION PLF POUNDS PER LINEAR FOOT Exposure Category................................B common nails,unless otherwise noted on the Drawings.Nails exposed to weather shall be galvanized.Nails used to CONST_ CONSTRUCTION PSF POUNDS PER SQUARE FOOT L Importance Factor..................................1 connect preservative treated wood shall be hot dipped galvanized(HOG)or stainless steel. CONT CONTINUOUS P.A.F._ i EXISTING BEARING WALL 'No duration of load increase was used in design S. Metal timber connectors shall be Simpson Strong-Tie or equivalent.Hardware specified is for specific member size& _ 4D 2'/z"MIN CONTR CONTRACTOR P.C. PER CAST manufacturer as show on the structural drawings.Hanger slope,skew&top flange shall be designated by the contractor "Y C.J. CONTROL JOINT P.E. PRE-ENGINEERED 2x WOOD STUD BEARING WALL BELOW FRAMING as required.Simpson connectors for preservative treated wood or connectors in contact with concrete shall be ZMAX or \ CCW COUNTER-CLOCKWISE P.T. PRESSURE TREATED �/ /��R DIAG DIAGONAL R RADIUS FOUNDATIONS HDG,or as otherwise recommended by specific connector supplier.Install all connectors in accordance with R DI DEAD LOADRE: RADIUSEFER EXISTING BEARING WA TO BE REMOVED 1. Concrete foundations are designed based on the following soil parameters as reported in a Subsoil Study for Foundation manufacturer's instructions for maximum rated loads. R R DEFL DEFLECTION REINF REINFORCING/MENT Design report prepared by H-P Kumar for the proposed residence at Lot 7 Double Bar X Ranch,Aspen,Colorado,Job No. 9. Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings. D.N.A._ DEFORMED BAR ANCHOR REQ'D REQUIRED c - Z JOIST HANGER OR BEAM TO BEAM CONNECTION L.I.J Q (D 109-110A,dated May 22,2009. Bolts shall be installed in accordance with the requirements of the latest edition of the National Design Specification for OFFSET D.W.F._ DEFORMED WIRE FABRIC R.D. ROOF DRAIN RE:HANGER SCHEDULE FOR CONN,U.N.O. Allowable bearing pressure=3,000 psi Wood Construction(NDS)by the National Forest Products Assoc.Bolts used to connect pressure-treated wood shall be 180°HOOK E.F. EACH FACE R.S. ROUGH SAWN (_) O CO Lateral At-Rest Earth Pressure 45pcf(On-site granular soils) HDG or stainless steel. E.N. EDGE NAILING SCHED_ SCHEDULE MOMENT CONNECTION Z Q Lateral Active Earth Pressure e 40 pit(On-site granular soils) 10. Lag screws shall be ASTM A307.Holes for lag screws shall be bored the same depth and diameter as the boll shank. 90°HOOK EL ELEVATION SHTG SHEATHING LLI O Lateral Passive Earth Pressure=400 pit(Ultimate) The remaining depth of penetration shall be bored per NDS requirements.Lag screws used to connect pressure-treated R=4D FOR#3 THRU#8 BARS ELEV ELEVATOR SHT SHEET / VERTICAL STEP IN FLOOR 0 = o Coefficient of Friction for Footing0.50Ultimate wood shall be HDG or stainless steel. R=5D FOR#9 THRU#11 BARS EMBED EMBEDMENT SIM SIMILAR = (Ultimate) 0 WALL STEP,POINTS IN DIRECTION OF DOWN C) Q Frost Depth=42"min 11. Provide malleable iron washers or equivalent cut plate washers under all nuts,bolts or lag screw heads which bear on TIED BARS R=6D FOR#14 AND#18 BARS EQ EQUAL S.O.G. SLAB ON GRADE CO EQUIV EQUIVALENT SP SPACE(ING) Q 0 2. Soils conditions and types,at the proposed foundation bearing elevations,shall be verified as adequate for the noted soil wood. -- WOOD STUD BEARING WALL ABOVE LLJ values,by a representative of a qualified Geotechnical Engineer(employed by Owner)during excavation. 12. Wood screws shall be steel per NDS requirements.Pre-drill holes to prevent splitting as recommended in the NDS. EXISTGI(E)_ EXISTING STAGS_ SPECIFICATIONSGERED - - (5 3. Proper surface and below grade perimeter drainage shall be intalled per Civil&Geotechnical Engieers to relieve foundations 13. Wood members shall be cut or notched only as shown on the Structural Drawings. EXP EXPANSION STAG_ STAGGERED J 57 BAR 0 FOR CONC EXT EXTERIORL S.S. STAINLESS STEEL .I + NON-BEARING WOOD STUD WALL BELOW FRAMING x O from hydrostatic pressures. 14. Provide cross bridging,solid bridging or other lateral support for all framing members in accordance with the requirements F.D. FLOOR DRAIN STD STANDARD CV 64 BAR 0 FOR MASONRY INDICATES LOCATION OF EXTERIOR AND INTERIOR BRACED WALL PANELS BWP's. 4. It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect d INC Section 2308. FLG FLANGE STL STEEL ( ) U MIN I.SD OR 1" and/or S.E.O.R.if any changes to the design are required prior to start of construction. 15. Except where more stringent construction is shown on the Drawings,wood construction shall comply with the FTG FOOTING STRUCT_ STRUCTURAL t + WHERE BWP's ARE NOT DIMENSIONED,EXTEND BETWEEN WALL OPENINGS OR requirements of the IBC,latest edition,as a minimum. MAX 1/S LAP LENGTH OR 6" FDN FOUNDATION S.E.O.R. STRUCTURAL ENGINEER OF RECORD CORNERS AS SHOWN ON PLAN.SEE BRACED WALL PANEL NOTES/S0.0 Q + Z GA GAUGE/GAGE SYM SYMMETRICAL II �� m REINFORCED CONCRETE GALV GALVANIZED,HOT DIP T&B TOP AND BOTTOM } } w TYPICAL FRAMING CONNECTION SCHEDULE I I OVERFRAMING PERP AN -O 1. All concrete design is based on the'Building Code Requirements for Reinforced Concrete',ACI 318,latest edition, � G.C. GENERAL CONTRACTOR T.O. TOP OF -� 0- associated Commentary(ACI 318R,and IRC/IBC Requirements. (MINIMUM U.N.O.)i z GL GLUE-LAMINATED MEMBER T.O.M._ TOP OF MASONRY ) q LAP SPLICE = CO Q 2. All structural concrete shall be in accordance with ASTM C39.Minimum compressive strengths noted are required at 28 G.B. GRADE BEAM T.O.S._ TOP OF STEEL STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING FROM ABOVE WHICH IS days,typical unless noted otherwise. NAILING TYPE 4 HGR HANGER T.O.W._ TOP OF WALL o.16.• CONTINUOUS TO FRAMING AND/OR FOUNDATION BELOW,SEE WALL FRAMING strength lc ete in buildings f occupancy r nciexterior&gar o o upcategories minimum R-2&R-3:Migt nimum uompress air 5-7%. TYP REINF DETAILS H.A.S._ HEADED ANCHOR STUD T.P. TOP PLATE NOTES FOR MIN SIZE,NUMBER,AND TYPE 21 For Joists or Rafters to T.O.Double Top Plate,Sill Plate or Beam (3)10d Toenail HDR HEADER T&G TONGUE AND GOOVE 2.2. Structural concrete for all other structures:Minimum compressive strength=3,500 Rim Joist or Structural Fascia to Joists,Rafters (2)16d,(1)T&B End Nail FIT HEIGHT T TRIMMER STEEL OR WOOD COLUMN FROM ABOVE OR BAN BEAMS WHICH IS SUPPORTED ON P 9 psi&maximum w/cm ratio of0.50.Exposed to freeze-thaw cycles minimum compressive strength=4500 psi $0.001 SCALE: NTS HSS HOLLOW STRUCTURAL STEEL TS TUBESTEEL COLUMN FRAMING,MIN WIDTH TO MATCH SUPPORTED FRAMING,U.N.O. Sole Plate to Sill Plate (3)10d @ 16"o.c. Face Nail HK HOOK TYP TYPICAL &maximum w/cm ratio of 0.45.Exposed to deicing chemicals=5000 psi&maximum w/cm ratio of 0.40. HORIZ HORIZONTAL U.B.C. UNIFORM BUILDING CODE Sole Plate to Joist,Rim Joist,Beam or Blkg-Typ (2)16d @ 16"D.t. Face Nail HOLDOWN FRAMING STRAP OR FOUNDATION ANCHOR PER PLAN&SCHEDULE 2.3. Stained or polished Boor slabs:Minimum compressive strength=4000 psi with low pozzolanic LF. INSIDE FACE U.N.O. UNLESS NOTED OTHERWISE material ratios. Sole Plate to Joist,Rim Joist,Beam or Blkg at BWP (3)164 @ 16"o.c. Face Nail INT INTERIOR V.I.F. VERIFY IN FIELD ci 3. All concrete shall be consolidated using mechanical vibrators. IBC INTN'L BUILDING CODE VERT VERTICAL Double Studs,Built-up Comer Studs,Trim Studs to King Studs' Per Typ Detail 4. All concrete work shall conform to the requirements of the INC and ACl Standard 318,latest edition,of the American IRC INTN'L RESIDENTIAL CODE WT WEIGHT /�� Concrete Institute(ACI),unless shown or noted otherwise on these drawings. Rim Joist to Top Plate 8d @ 6"o.c. Toenail ISO ISOLATION VOW WELDED WIRE FABRIC ) REVISION CLOUD INDICATING A REVISED AREA 5. Aggregate shall conform W to ASTM C33. Blkg Btwn Rafters&Joists to Top Plate,Sill Plate or Beam 8d @ 6"o.c.(3)min per block Toenail JT JOIST W 6. Cement shall be ASTM C150,Type I or Type II modified. JST JOIST D WOOD WITH OD 7. Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304. 2x Decking to Joists (2)10d each joist Face Nail 57 BAR 0 57 BAR 0 57 BAR 0 K KING W.P. WORK POINT � REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK REVISIONS: 8. All embedded items shall beplaced accurate)and secured prior to beginningconcrete placement. KSI KIPS PER SQUARE INCH Y P P 1. Refer to Typical Multiple Ply Beams&Columns Detail for additionalinfornation. (24"MIN) (24"MIN) (24"MIN) 02I28/18 ACC FINAL SITE 9. Construction joints shall be located so as not to impair the strength of the structure.Constructor joints shall comply with ACI 2. Refer to Typical Framed Wall Detail for additional information. JOIST EXISTING ROOF OR FLOOR MEMBER SPAN AND LENGTH 318,unless noted otherwise. a PLAN REVIEW 10. Concrete mix designs shall be submitted to the Architect&S.E.O.R.for approval poor to placement of any concrete. JOIST ARROWS DESIGNATE BEARING LOCATIONS 11. Reinforcement and embedded items shall be free of excessive scale,rust,dirt,grease,&all or any other substance that will MANUFACTURED WOOD PRODUCTS JOIST ROOF OR FLOOR MEMBER SPAN AND LENGTH impair bond with concrete. ` 1 ARROWS DESIGNATE BEARING LOCATIONS 1. Manufactured wood 1-joists shall be installed in accordance with the manufacturer's recommended details for blocking,baring,m -- z JOIST REINFORCING STEEL bearing and connections.See plan for size,depth and product designations.Any alternate products shall be submitted to the Si M engineer for written approval prior to construction. I. All detailing,fabrication,and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. ir BAR AT EA LAP HORIZ BARS 2. Laminated Veneer Lumber(LVL)beam&column plies shall be 13/4"in width with number of plies and depths as noted on plan. 2 10d CORNER&INTERSECTION LAPS 2. Except where otherwise noted on the Drawings,reinforcing bars shall conform to ASTM Specification A615 and shall be R-TYP EA SIDE OF () @Grade 60.Ties and field-bent bars as noted on plan shall be Grade 40.All reinforcing bars to be welded shall conform to LVL shall have the following minimum woddng stresses:Fc pl1=2,510 psi,Fb=2,600 psi,Fw285 psi,E=2,000,000 psi. CORNER-TYP ASTM A706. 3. Laminated Strand Lumber(LSL),beams(13/4"min)and rimboard(11/4"min)shall be as noted on plan,with the following 2,0"MIN LAP-U.N.O. DBL 2x TOP PL TYP U.N.O. minimum working stresses:Fc p11=1,400 psi,Fb=1,700 psi,Fv 400 psi,E=1,300,000 psi. r3. Welded wire fabric reinforcement shall centortn to ASTM A185 and shall hesheet-type;roll-type is not acceptable. 4. Versa-Stud 11)2"min)shall be noted on plan,with the followin minimum workin stresses:Fc p11=3,000 psi,Fb=2,400 psi,E_ It 4. Coverage for reinforcing bars shall be in accordance with the requirements of the IBC,the ACI Standard 318 and in the ( 9 9 (2)10d ADD'L Table below,unless shown otherwise on the Drawings. 1,700,000 psi. 5 VERT AT5. Lap splices forreinfooing bars shall be 57 bar diameters(24"minimum)for concrete reinforcement and 72 bar diameters 5. Parallel Strand Lumber(PSL)beams shall be as noted on plan with the following minimum working stresses:Fb=2,900 psi,Fu-- OF WALL OR r a (36"minimum)for masonry reinforcement unless shown otherwise on the Drawings.Wire bars together at laps or splices. 290 psi,E=2,000,000 psi. NER-TYP 6. Parallel Strand Lumber(PSL)columns shall be as noted on plan with the following minimum working stresses:Fc p11=2,500 psi, Stagger laps in adjacent horizontal bars a minimum of the required splice length.Hooks shall be ACI standard hooks \-10d COMMON @ 24"o.c. / unless shown otherwise.Welded wire fabric shall be spliced by lapping a minimum of 12 inches,or(2)cross wires, Fb=2,400 psi,Fv=190 psi,E=1,800,000 psi. S(3"NFH INTERSECTION&END OF WALL ALTERNATE CORNER whichever is greater. 7. Glulam(GL)beams shall be as noted on plan with the following minimum working stresses:24F-V4,Fb(tensio zone)=2,400 psi, (8)10d COMMON TYP DBL TOP PL CONN'S Fw240 psi,E=1,800,000 psi.All molt-span beams,including cantilever conditions,shall be 24F-V8 unless noted otherwise in TYP REINF AT CONIC WALLS MIN BTWN SPLICES MINIMUM CONCRETE COVER FOR REINFORCEMENT' the drawings. 5 8. Manufactured wood products as noted above shall be installed per manufacturer's specifications. TOP P COMMON,END NAIL, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED 3" 9. Manufactured wood products in contact with concrete or masonry foundation or exposed to exterior conditions shall be treated $0.001 SCALE: NTS TOP PL TO EACH STUD-TYP TO EARTH per manufacturer's specifications. -A35 OR LS50 CLIP KING STUD No.6 thru No.18 bars 2" 10. Wood manufactured products other than those noted,which have I.C.B.O.approval,may be used with approval by the engineer @ CONCRETE EXPOSED TO EARTH OR WEATHER No.5 bar,W31 or D31 wire,and of record.Substitutions made by the Owner or Contactor shall include all connection hardware as required for sizes used,and TO TOP&BOT PL's @ WALL OPNG smaller 1'/i" shall have equivalent load ratings as those called for on the Drawings. @ WIDTH3>�'-0"(-TYP U.N.O. s CONCRETE WITH GROUND smaller TO WEATHER OR IN CONTACT STRUCTURAL ERECTION AND BRACING REQUIREMENTS IL SAWN LUMBER(2"MOM.THICKNESS)CONNECTION SCHEDULE Slabs,Walls,Joists: No.14 and No.18 bars 1'/5" 1. The Structural Drawings illustrate the completed structure with all elements in their final positions,property supported and r PLY TO PLY CONNECTION 2-PLY 3-PLY braced. 1.FLOOR SHEATHING SHALL BE AS FOLLOWS' (4)16d COMMON 12 ROWS 10d NAILS @ 12'o.c. ONE FACE EA FACE No.ll bar and smaller 3/4. 2. The Contractor,in the proper sequence,shall provide shoring and bracing as required during construction to achieve the final WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS FLOOR SHEATHING,RATED STURD-I (1)2x6 KING STUD MIN, FOR COLUMNS OVER 3-PLY,ATTACH EACH ADDITIONAL PLY wl2 ROWS OF 10d NAILS 12"o.c. Beams,Columns: Primary reinforcement,ties,stirrups, completed structure.Design,sequencing,location,placement,etc.of bracing and shoring is the responsibility of the Contractor.FLOOR,24"o.c,33/w"THICK,T&G OR I'le'WARMBOARD-S.FLOOR SHEATHING SHALL BE GLUED AND TYP U.N.O.PER PLAN l l @ spirals 1'/z 3. The Contractor shall be responsible for the safety of the building and workers during construction.The Contractor shall comply FASTENED TO FLOOR JOISTS&BEAMS USING ADHESIVES CONFORMING TO APA SPECIFICATION with all applicable safety regulations. AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.REMOVE WATER, LVL 1 3/4°THICK,MEMBER WIDTH<14"CONNECTION SCHEDULE 1. Minimum concrete cover specified or for cent-in-place,nonprestressed concrete 2x SOLID BLKG REQ'D AT DUST AND DEBRIS FROM JOISTS.APPLY GLUE TO JOISTS&BEAMS AND COMPLETE ALL FASTENING CEILING LINES&AT ALL 2)2x8 HDR MIN,TYP PLY TO PLY CONNECTION 2-PLY 3-PLY 4-PLY BACKFILLING BEFORE GLUE SETS.FLOOR SHEATHING USED AT EXTERIOR DECKS SHALL BE LABELED"EXTERIOR" 2 ROWS 12d NAILS 12"o.c. ONE FACE EA FACE STRUCTURAL STEEL 1. Contractor shall not beckfilla ainstbasementand/orretainin walls until allsu supporting elements ex:concrete slabs and/or floor EDGES OF EXT WALL SHTG U.N.O.PER PLAN @ GENERAL 1. All detailin,fabrication,and erection of structural and miscellaneous steel shall be in accordance with the requirements of the 9 9 rg 9 ( OR"EXPOSURE HI 1". 9 eq taming)are in place and severely anchored,or until adequate temporary shoring is installed. 2. ROOF SHEATHING SHALL BE AS FOLLOWS: 2 ROWS 1l4"z6"SDS SCREWS @ 24'o.c. EA FACE American Institute of Steel Construction(MSC)Code of Standard Practice,latest edition,and the American Welding Society 2, Contactor shall verify type of backfill material with Geotechnical Engineer prior to backfilling. WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS ROOF SHEATHING,LABELED 2x6 STUDS @ 16"o.c.PER (1)2x6 TRIM STUD MIN, (AM)Specifications. "EXTERIOR"OR"EXPOSURE 1",RATED SHEATHING,40/20,5/8"THICK PLAN&DETAILS-U.N.O TYP U.N.O.PER PLAN STRUCTURAL 2. All structural steel rolled shapes,except angles and plates,shall conform to ASTM A992,50 ksi. SHOP AND ERECTION DRAWINGS LVL 1 3/4"THICK,MEMBER WIDTH>=14"CONNECTION SCHEDULE 3. Angles,channels&plates shall conform to ASTM A36,36 ksi,unless otherwise noted on the Drawings. 3. FLOOR AND ROOF NOTES 4. Pipes shall conform to ASTM A53,Grade B,35 ksi. 1. The Contractor shall furbish a PDF set of shop and erection drawings for review to the Architect and Structural Engineer of _-1 BOTISILL PL-SEE PLAN NOTES PLY TO PLY CONNECTION 2-PLY 3-PLY 4-PLY SHEATHING LAYOUT:3-SPAN 5. Tube shapes(HSS)shall conform to ASTM A500,Grade B,rectangular shapes=46 ksi&round shapes=42 ksi. Record prior to fabrication for the following items: OR SPECIFIC DETAILS FOR 3 ROWS 16d NAILS @ 12"o.c. ONE FACE EA FACE 6. All bolts for steel-to-steel connections shall conform to ASTM A325,unless otherwise noted on the Drawings. 1.1. Structural steel CONTINUOUS-MIN,PERP TO ,_� FRAMING MEMBERS ANCHOR BOLT SIZE&SPACING FRAMING MEMBERS -`,IIIIIII Z 3 ROWS 1/4"xe"SDS SCREWS 24"o.c. EA FACE 7. All anchor bolts shall conform to ASTM F1554 Gr.36,unless otherwise noted on the Drawings. 1.2. Concrete and masonry reinforcing steel 2z SILL PL-USE(2) @ 8. All shear studs shall conform to ASTM A108&shall be welded to steel beams for full shear capadty. 1.3. Concrete mu designs ��� (2)16d COMMON,END NAIL OR(4)8d 2x PL's col A35 EA END FASTENER AT FAR FACE 9. All welding shall be in accordance with the requirements of the IBC and the Structural Welding Code,AWS D1,latest edition,by 1.4. Glazing and intermediate structure per manufacturer for large areas of wall COMMON TOENAIL,EA STUD-TYP @EXT WALL OPNG (3-PLY&4-PLY ONLY) the American Welding Society.Shop welding shall be performed in shops approved by the Building Offidal,per IBC Section 2. The manufacture,fabrication or erection of above noted items prior to written review by the Architect and Structural Engineer of 8'-0"&GREATER- 1704.2.5.Welding shall be done using E70XX electrodes,unless noted otherwise on the Drawings. Record is at the sole risk of the Contractor. TYP '�'� 'T'!! IT!! Mit° 10. Expansion bolts and epoxy anchors called for on the Drawings shall be Hi1ti or approved equivalent,with embedment as shown SHEATHING NAILING � Ifllll I1IIt I Iflllllflhl ..m DATE:02I28/18 on the Drawings.Expansion bolts shall be Hi1ti Kwik Bolt 3&Epoxy shall be Hilti HIT-HY 200 or approved equivalent,unless ` L L 1 LIILI (--�-', otherwise noted on the DrawingsT. ���� ���� 11. Powder actuated fasteners shall be Hilti DNI or approved equivalent,with full penetration into steel members,unless otherwise NAIL SPACING 12"/24"o.c. N PROJECT#: 18.003C noted on the Drawings. SHEATHING FASTENERS COMMENTS 9 APPLICATION ATTACH ALL KING&TRIM STUD PLIES PER TYP MULTIPLE PLY BM&COL DETAIL 2-PLY MEMBER 3-PLY MEMBER 4-PLY MEMBER FASTENER AT NEAR FACE INTERMEDIATE 12. Steel,inducting bolts&anchors,in contact with earth,or as otherwise noted on the Drawings,shall be hot dip galvanized or @ @ PANEL EDGES ATTACH ALL HEADER PLIES PER TYP MULTIPLE PLY BM&COL DETAIL prime painted.Do not paint within 3"of field welds until welds are completed. SUPPORTS ELEVATION DRAWN BY:S.E. WOOD FLOOR 8d COMMON(0.1310) 12" 6" GLUED(SEE NOTE 1) • GROUT&ADHESIVE WOOD ROOF 8d COMMON(0.1310) 12" 6" - 1. All grout beneath column base plates,or steel beams at bearing shall be non-metallic,non-shrink high strength grout by"Five CHECKED BY:S.E. Star,"Embacconsrapproved equal installed to manufacturer'sbe carte specifications. TYP FLOOR & ROOF SHEATHING 2 TYP WALL FRAMING DETAIL TYP MULTIPLE PLY BEAMS & COLUMNS 2. All structural construction adhesive specified shall of ctur r'PL Premium Fast Grob or approved equal&Shall be installed t0 manufacturers specifications. $0.001 SCALE: NTS $0,001 SCALE: '4"=1'-0" $0.001 SCALE: N.T.S. NOT FOR CONSTRUCTION SO'OO��EIVED 02/14/2019 ASPEN BUILDING DEPARTMENT Q Q Q Q QEVOtVE 1 I I STRUCTURAL DESIGN 1 wweaorvemm�.com w 1040 Main Street / Carbondale,C081623 (970)510.0773 / ( I I 1 I I I I D I — I I— 1 7 I L -1 ' 1- - - - 1 1 I 1 1 11 I I I II I I _ I 1 I I 1 L J1 ... L T.O.FTG=81'-101 — — — — — — — — — — — — -_ Cl (IDwQ � U O Co r I •`I I- I 7 I r - J w CL 0 I _ I -I°- I v Q LL II r J I woo OUTLINE OF r U ct SUNKEN SEATING l u - I x O I I AREAABovI I I I I I U 1 I Q Z `I CO o LU Q �/ T.o.WALL=for-s^�/ I //4 —\1\ CONC FTG P@STL COL r —I _O_ _O_ I I I ,,I TIO.WALL=8T-9"J I I 1_1 L — I I I I — Q I I I OUTLINE OF I 3 — — — — — — — 1 — — — — — — — — - - SUNKEN SEATING AEA ABOVE / I -[ — / REVISIONS: 1 11 ,.1 I Q I 02/28/18 ACC FINAL SITE t p -1- -1 PLAN REVIEW a 1 I I 1 I I L . — T - - - i \ I T.O.WALL=87'-9" I I I I Jf f I I I I I I I I I I I I I I — — I — I — — — — — — — I — — — — — — — — — I — — — — — I I I I I I I - - _CD l 1 1 1 1 ` 1 I I 1 I I I I I I I I I FOUNDATION I II I I I PLAN - EAST LJ Q QJ Q Q Q Q FOUNDATION NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES. 2) SEE FRAMING PLANS ABOVE FOR COLUMN&POST LOCATIONS&SIZES 3) CONCRETE FOOTINGS&SLABS SHALL BE PER PLAN. 4) ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS-U.N.O. DATE:02/28/18 5) SEE X/56.001 FOR ALL CONCRETE REINFORCING STANDARD HOOKS&BENDS. 6) PROPER SURFACE&BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL&GEOTECHNICAL ENGINEERS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 7) REFER TO SHEET S6.001FOR TYPICAL CONRETE DETAILS. 8) DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED. PROJECT#: 18.003C 9) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. 10)SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATION NOTES ON S0.0. 11)ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8"DIAMETER ANCHOR BOLTS WITH A MINIMUM T EMBEDMENT AT4'-0"0.S.MAXIMUM. 2 ANCHORS MINIMUM PER PLATE,3"FROM EACH END,U.N.O.. DRAWN BY:S.E. REFER TO BWP SCHEDULE FOR A. S AND SPACINGS,REFERLOCATIONS. 12)REFER TO PLANS AND SCHEDULE FOICAL ALL HOgDOWN ANCHORS BETWEENO FRAMING AAND INTOPLANS ABOVERCONCRETE.REFER TO PLANS ABOVE FOR SPECIFICATIONS. A FOUNDATION FRAMING PLAN - EAST 13)ISOLATE ALL SLABS-ON-GRADE FROM STRUCUTRAL ELEMENTS WITH EXPANSION JOINT MATERIAL-U.N.O. S2.010 SCALE:1/4^ = 1 0^ CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.01 E; r,EIVED 02/14/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN wow\ \ \ \ \ aolveCuo.com ^ g ^ ^ Carbondale, MA O816 1/\T/f `/\T/f '/\T/J 1/\T/f 1/\T/J Ca1b00 St eot 23 (970)510.0773 I I I I I , r I CONT CONC FTG-TYP U.N.O. \ 1 I I I I I I LI- - - I 1 r 1 I I -1 1 r l �\ _ _ 1 /\ 1• 1 1• • i -o- 1 1 -I- 1 u, Q co 1 I 1 I 1 II I I I 1 OOc L - - LI 1 L -1 - LI 1 1 I LJJJ = 0 — — — — — — — — — — - - — — — — — — - - - - -STLffUNO \• Et Lii I 1 1 1 (-1 J X O ' Lii I I - - I• II• L - - - J L - -- o_ rt 1 1 I 1 CRAWLSPACE 1 1 Q ACCESS HATCH ABOVE-TYPQ2 I / TYP SLAB ON GRADE \4'COND SUB SLAB ON INSUL PE CH?ARCHEP ON APPROVED NATIVE OR \/PREPARED SUBGRADE PER GEOTE:H REPORT.REINFORCE SLAB WITHI�6x6-WEEPS.1 WWF ORNTROL Jo.c.EA WAY-CENTERED.PROVIDE11/4" 1 \ I • DEEP SAW-CUT CONTROL JOINTS®12,0"o.c.MAX EA WAY-TYP / \ I4 I I I I • T.O.WALL=101'-1' • REVISIONS: T.O.FTc=ar-IS' 02/28/18 ACC FINAL SITE \ / I I I 1 1 I II PLAN REVIEW - - � 4= � - - I- - I- =ate - - �-,_ I I I I I I I L - - - J L - - J L - - - J IL - 1 • • I L 1 J 1 L 4 L1 I • - - T .j_ 1 1 I • L- - _ _ J • 1 1 1 I 1 1 1 1 1 ,/- 1 1 1 1 1 I FOUNDATION PLAN -WEST I I I FOUNDATION NOTES: 1 1 1 1 1 1 1) REFER TO SHEET S0.001 FOR GENERAL NOTES. I 2) SEE FRAMING PLANS ABOVE FOR COLUMN&POST LOCATIONS&SIZES 3) CONCRETE FOOTINGS&SLABS SHALL BE PER PLAN. 4) ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS-U.N.O. DATE:02I28I18 5) SEE X/S6.001 FOR ALL CONCRETE REINFORCING STANDARD HOOKS&BENDS. A B D E F G 6) PROPER SURFACE&BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL&GEOTECHNICAL ENGINEERS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 7) REFER TO SHEET 56.001FOR TYPICAL CONRETE DETAILS. 8) DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED. PROJECT#: 18.003C 9) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. 10)SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATION NOTES ON S0.0. 11)ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8"DIAMETER ANCHOR BOLTS WITH A MINIMUM 7'EMBEDMENT AT4'-o"o.c.MAXIMUM. 2 ANCHORS MINIMUM PER PLATE,3"FROM EACH END,U.N.O.. DRAWN BY:S.E. REFER TO BWP SCHEDULE FOR ATYPICALA.B.'S AND SPACINGS,REFER TO PLANS ABOVE FOR LOCATIONS. 12)REFER TO PLANS AND SCHEDULE FO ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE.REFER TO PLANS ABOVE FOR SPECIFICATIONS. 13)ISOLATE ALL SLABS-ON-GRADE FROM STRUCUTRAL ELEMENTS WITH EXPANSION JOINT MATERIAL-U.N.O. A FOUNDATION FRAMING PLAN - WEST CHECKED BY:S.E. S2.011 SCALE:1/4" = 1'-0" NOT FOR CONSTRUCTION S2.01-,1� tCEIVED 02/14/2019 ASPEN BUILDING DEPARTMENT Q Q Q Q Q EVOK STRUCTURAL DESIGN I II w..arorvenren.aare 140 Main Street I Carbondale,C081623 )970)510.0773 / I F I 1 I 18"INSULATED CONC I WALL-TYP ,0 7=1221-1 .;111b.. 1 7— I o1 I • I I I I I I I I I I I III I I I I I I — I I I I II I i I i _ _ 1 _ _ _ — - - — - — - - ifjr W Q I 0 O c0 I p = 0 o woo DROPPED STEEL U J FRAMING AT SUNKEN >< N O SITTING AREA o • Q z 6 COp W 1< \ / X DROPPED STEEL (I) \ / 3 FRAMING AT OUTDOOR PATIO-TYP I I I �I— — 0 ® p o I I I I I I 'I — — Q — _13_ — • I REVISIONS: 02/28/18 ACC FINAL SITE I I ,:I I I PLAN REVIEW II , . C, I]- - - I.' 40 I I I I I I I I • 5 I I I I I I I I I I I _ L _ I I I I 1 I I \_ _ 6 Q o� 00 to CO L I I I I di' I I I I LOWER LEVEL 1 F, FRAMING PLAN Q I Q ( o 0 o 8 - EAST DATE:02/28/18 PROJECT#: 18.003C A LOWER LEVEL FRAMING PLAN - EAST DRAWN BY:S.E. S2.020 SCALE:1/4" = 1-0" CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.O2Q1 ItCEIVED 02/14/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN \ \ cl) ao�eSuCcom ^ ^ WWr on Main O816 '/\T/J 1/\T/f Carbondale,Street (970)510A123 I 1 I I I I I f I I I 1 ... . . ... . . .. . . . .. . . .. ... ... , .. ... . . . . . . . . . . ... . , . . . . .. . . . . . . . . . . . . 1-— .. .. . . . .„ . . . , . . . . .. .. . . . ... .. . , . . ...• .. . . • . ... . . . ... . • . • . .• _ . ... . . . .... .... . to /\ 1 — I 1 1 X / \ 3 / \ 3 Q _p_ _I 0 0 o0 u I I I1,-1 - I W I O 2 BENT 0 U a LU TYP CC C) _0 W10X15@S'-0"o.c.MAX-TYPU.N.O. 43 / -0- = r (NI O CO + z LU i BRACED FRAME = [L ABOVE THIS BAY \ I h , I �`I I Q •N1 00 2�3 \ o K 3 8 ti \ / 3 I I mo; I I I I I I I I ❑. Z ZZ a a N N REVISIONS: �� " / 02/28/18 ACC FINAL SITE I .5 3 PLAN REVIEW \J i �- 11 -CL m— 1 1 - 11 - - - J • 1 1 4 ( ir: 1 I I I I I I _ _I_ _ _ _ _ _ _ _ _ _ _ _ __ I__ - I I LOWER LEVEL N N W FRAMING PLAN LPh -WEST S 1 it ( ) C1 1 ( 1 ) CI) 1 F 1 ( F ) ' 1 D ) DATE:02/28/18 �JJ ��JJ J �J �/ / PROJECT#: 18.003C DRAWN BY:S.E. A LOWER LEVEL FRAMING PLAN - WEST CHECKED BY:S.E. S2.021 SCALE:1/4" = 1'-0" NOT FOR CONSTRUCTION S2.0210EIVED 02/14/2019 ASPEN BUILDING DEPARTMENT Q Q Q Q Q Q WOK I I I STRUCTURAL DESIGN w=aarvemm�.a0m m. 1040 Main Street Carbondale,7081623 (970)510.0773 I I F- I I I I 1 I 11 I 1 I Q II � I IIIIIII 1111II IIIIIIII I I I I I I I wloxia 1 1 1 1 I I I — x IIIIIIIII 3 I I Dy°I 1 1 1 1 1 1 1 1 1 I I 1 1 I b1 1 — _W21K147� —� _ ��•:- 9. LLI Q CC) REF. - — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — . - — — — — — — — z Ct W O _ — _ — _ _ — _ — _ — —14"TJI 210 @ 16o.. — 1— — — — — — — — — — — — — 14"TJI 210@,6"0.c_ — _ — _ — _ — _ — _ — — COO LLI _ — — — - 4.e' — _.,— CL I — — — — — — — — — — — — — i— — — — — — —I— — 1— — — — — — — — — — — — — — — — — — — — — — — — — — — — / U.) * 1I % Q c n 1 1 _ 1 3 3 "' - - - - - - - 3 - - - - - - - - - - - - - - - - — — — — — — — — I— — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / -- —_ I — REVISIONS: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 02/28/18 ACC FINAL SITE - — — — —'— — — — — — — — — — — — — — — — — — — — — — PLAN REVIEW W12X58-CONY 1 1 I I 1 1 1 1 I I I I I 1 1 1 II 11 1 I 1 1 I 1 1 II 1 1 1 I I 1 1 T iiisilf: 1. 0 1 I II II 11 I 11"111111 1 I I I 1 1 1 II 1 1 11 1 I I I II I i t 11 11 11 1-1 1 1 1 11 11 III 1 I 1 1 1 1 1 1 W10xa3 1 1 1 1 1 1 I I I I - - Q0,_ 00 0,n Lah I 1 I I Z' I I I I MAIN FLOOR 1 ., FRAMING PLAN Q I Q (1-1)o"J o 0 o 8 - EAST ROOF&FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES AND DETAILS INCLUDING: -ROOF&FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/50.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. A DATE'02/28/18 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. S2.O3O 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. SCALE:1/4" = 1'-0" 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT16o.c,TYP-U.N.O.. PROJECT#: 18.003C 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER TO S1.0 FOR ALL HOLDOWN ANCHORS. DRAWN BY:S.E. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.O3Ef EIVED 02/14/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN \ \ \ \ \ w a01va6wo.eom ^ c ^ ^ WWr on Main O816 1/\T/f `/\T/f '/\T/J 1/\T/f 1/\T/J Carbondale,Street 3 (970)510A123 I I I I I I I I I I I I I I I I I I I I I I I I 0 - —I . . OM — — X x I I 1 __ _ _ P-----.) I .L— I inQ —1= c O O e �� .uP— — 3 U O CO zCL0 LLJ 0_ _ LLJ o.: 1 1 1 1I I I I IIT —REI 0 0 X N O STUII COL ABOVIII — — — — — — - m + Z 3 12"CONC OVER 2"STEEL \ 00 DECK(20 GA COMP)w/6x6- _ _ I— _ _ W2.1xW2.1 WWF TYP. — Q e 1 I BRACED FRAME BELOW THIS BAY HI C R 7R Ei" ,.., > 31) 1 1 1 1 1 1 3• I I I I I I 1 3 - - - - - - - - • ]I — — — —• REVISIONS: 02/28/18 ACC FINAL SITE — - — - — - — — - —I— — — — _ PLAN REVIEW 1 W10X33 — — — — — — — — — — — — — — — — - • ° ° I I I 1 1 -}-- X X X X X /\/T�/� W 12X2fi 5 1 11 111 I I I 1_ I I I I I LI 1 I I 1 - -• 11141 . I I I I I I I I I I I II 1 1 1 1 I I 1 I I T I I II I I I I I I I I I I I I I T I I I I I I, I I I I I I I I I I I 11 I I W10X33 / I 1 I I I 1 00 MAIN FLOOR I I Ww FRAMING PLAN -WEST I I1 I ROOF&FLOOR FRAMING NOTES: 21 1) REFER TO SHEET FLOOR SHEATHING PER 1 S0001 AND DETAILS INCLUDING: F ROOF& -TYPICAL WALL FRAMING PER 2/50.001. < -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/$0.001. DATE:02/28/18 -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. A B E F G 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT16b.c.,TYP-U.N.O.. PROJECT#: 18.003C 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY S1.0FFOR ALL TO MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. MAIN LEVEL FLOOR FRAMING PLAN - WEST DRAWN BY:S.E. 6) REFER MIND WALL OPENINGS O EE TO WEATHER A B) ALL FRAMING MATERIALS EXPOSED TO EATHERR SHALL BE RESERVATIVEE PRESSURE TREATED PER 0.001--U.N.O.. ) ALL FRAMING DMATERIAL EXPOSED TO WEATHERSTRU TURE BE PTO NSAE PW &TREOO PER 50.001-U.N.O. S2.031 SCALE:1/4" = 1'-0" 9) ALL DEAD LOADS SHALL BE APPLIEDORDIAT STRUCTURE PRIORECTOLDRAWINGS INSTALLING SANDFIELD WINDOWS DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FI VERIFIED BY CONTRACTOR. CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.O31 HIVED 02/14/2019 ASPEN BUILDING DEPARTMENT Q Q Q Q Q Q Q WOK I I I I I STRUCTURAL DESIGN 1 wow evolve 4"".`nm 1040 Main Street I Carbondale,C081623 (970)510.0773 / ( I I I I 1 I I I I I I I I I I I u B 0 I I I I 1 I 1 I 1 1 1 1 I II I I I 11 I of I I I 11 I 1 T III 11 �I I I I I I I I I I I I I I I I I I I oI I I I I 1 1 1 1 1 11 1 1 1 1 1 I 11 E'1 I I I I I I I I I I I I1 IL I I I I 1 I I I I I - 1 1 I I <, cfl 0 O CO I W12X72 W12X72 0 = o - - - - - - - - - - - - - - - - - L U O — — — — — — — — — — — — — — — I - CC tau - - - — - — - - - - — - — - — - — - - - — - — - — - — - - - — - — - — - — - - - — - — - — - — - CO + z _ _ —p W — — - — — — — — — — — — — — — — — — W - T ° Cn ?I I v - - - - - - - - - - -" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -31- - - - - - -III — - — - — - - - - — - — - — - — -X - - — - — - — - — R - - — - — - — - — 3 - - — - — - — - _ - - - - - - -E1 — - — - — - - - - — - — - — - — - - — - — - — - — - - - — - — - — - — - - - — - — - — - - - - — -C 3 • — ill — — — — — — — — — — — — — — — — — — — / � p 14"TJI 560 or 14"P.E.TRUSSES[@ 16"o.c. /1l 1 i — — — — — — —_ — — —_ — — __ — — —_ — —_ — — —_ — — —_ — — __ — — — _ — — —_ — — ——— / REVISIONS: - — - - - - — - — - — - — - - - — - — - — - — - - - — - — - — - — - - - — - — - — - — - - - — - - 02 28/18 ACC FINAL SITE — - -I ' --I- I PLAN REVIEW C1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 II ''r. - Q 1 I I I I I I I I I I I 1 1 I I I ) I 1 - - - - - - - - - - - - - - - - - - - - f _ - - - l l l l 'SKYLIGHT) I I I I I I I I I ' 1 I' I I I I 1 I I I I I I W12X261-CONT I I I I I I I I 1 I I I I \_ — 6 Q o.— M. 1n 10 I I I I EJIN w' UPPER FLOOR ?1 I I I I I AND LOWER �I I ROOF FRAMING 2I Qc PLAN EAST ROOF&FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES AND DETAILS INCLUDING: -ROOF&FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/50.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/50.001. DATE;O2I2HI18 -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. 2) ALL BEARING WALL HEADRS SHALL BE()2x6,TYP-U.N.O.. 1 UPPER FLOOR & LOWER ROOF FRAMING PLAN - EAST 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c.,TYP-U.N.O.. PROJECT#: 18.003C 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. S2.040 SCALE:1/4" = 1'-0" a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER TO S1.O FOR ALL HOLDOWN ANCHORS. DRAWN BY:S.E. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.O4Q , tCEIVED 02/14/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN 0 o O o 0 0 0w 001004w9.eom 1040i 5 WW Man 066 Ca1b0MStreet3 (970)510.0773 I I I I 1 I I I I I I I 1 I I I I I la I I I I I - - e I I I I I I 1 W12X35-CONT 1 I I I I I I I I I I I I I II I I I IIIIIII III IIIIIIIIIIIIII I I I I _ _ _ ,� 0 . .0 Iillori I LJJ Q Q co 1 ,,, 1, , .______ ,I _1 _ 1 . a _ _ _ _ _ c, _ _ _ _ _ . - p _ . < on I I O O I II III X � o I I I I I I I I I I I I I I — Q = z W12X65 O Cao W Z I W12X40 1 1 I 4 — 1 1 1 1 1 1 1 1 11 1111 1 1 1 1 I - - - I I I I I 1 I I I I 1 1 I I I _ _ - _ -I_ - _ - _ - _ _ EmEE IIII ° II ° IIIIIIIIIIIIIII Bu NS - - - h ILcoLT-I 4E I I I I I I g U 1 �I IIII W12X40I W12X40, 1 1 3 3 I al I I I 1 1 _ — _ — _ _ _ — _ — _ — A — REVISIONS: 1 1 1 1 1 1 IR 02/28/18 ACC FINAL SITE III 1 PLAN REVIEW — 1 TTT — I I I I I I I I I I I I I I I I I I I I I I I I I W12X30 0 I I ii I I I W12X30 Q i it 4 — — I• I 1 1 1 1 I -I- 1- I 11 1 1 I I I 1 1 1 1 1 I II 1 1 I I 1 III I III I I _ — _ — 1 11 1 I 11 1 1 11 1 1 I 11 I I 1 1 1 1 II I I I III 1li; I I IIIII IIIIIIIII III II W12x26-coNrl 11 1 1 /la - - _/ UPPER FLOOR N4 AND LOWER eN enN ROOF FRAMING S)Iu) w' PLAN -WEST 1 1 1 1 ROOF&FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES AND DETAILS INCLUDING: i 1 -ROOF&FLOOR SHEATHING PER 1/S0.001. 1 -TYPICAL WALL FRAMING PER 2/50.001. Q -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/$0.001. DATE:02/28/18 -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. A B C E F G 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT16"o.a,TYP-U.N.O.. PROJECT#: 18.003C 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER TO S1.0 FOR ALL HOLDOWN ANCHORS. DRAWN BY:S.E. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. A UPPER FLOOR & LOWER ROOF FRAMING PLAN - WEST CHECKED BY:S.E. S2.041 SCALE:1/4" = 1'-0" NOT FOR CONSTRUCTION S2.O4.1t CEIVED 02/14/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN \ \ \ \ \ w 001008wc.eom -- c ^ ^ WWr on Main O816 1/\Tf 1/\T/f '/\TJ 1/\T/f 1/\T/J Carbondale,Me,Street 3 (970)510.0773 I I I I I r I 1 1 I 1 H I I I 1 I OH - - - - - — — I Ili I 1 1 1 1 I 1 1 1 1 1 F 1 1 1 1 1 1 1 1 1 — � wQco z CL o — — W101X15-(LOIN) rl _ w = 0 _ - - - - - - - - - - - - - - - - - - - - - - - - - - U Q _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w O O 14"TJI Sfi0 @i6"o.a x N O • _ _ _ _ _ _ __ _ _ _ _ _ _ — — _ — _ — _ — _ _ — _ U z Q z 5EEHEEEi'HEEEEEE'EE — I 13 14"TJI 560 @ 24"o.c. _ _ _ _ _ _ _ — _ _ _ _W72X72_ _ I _ - - - W12X72 _ _ — } _ — _ — _ — _ — _ — _ -WELDED MOMENT — / CONN-TYPI(�5 1 W12X72 0 n W12X72 ...°___ _ _ _ _ i _ _ _ _ z:",,, - - - - - S W12X72 REVISIONS: �� _ _ _ _ _ 02/28/18 ACC FINAL SITE ( r - - - - - - 3 - - - I w12x72 - - -o - - - - -7 PLAN REVIEW ��_ —�_ -�- - - - - - 3 I w12x72 3 -W • 12X72 1 W12X72 I 4 I W12X72 HSS. 12X40-CONTIID HT&SILL TYP HSS 3 1/2"z 3 1/2"x 3/8" 1 1 I 1 1 I 1 I 1 1 I 0_ - - - - - - - - - - - - - - - - - - - - I 1 I 1 1 I I I 1 1 I 1 I _I I I 1 I ,� I 1 I I 1 I UPPER ROOF FRAMING PLAN ROOF&FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES AND DETAILS INCLUDING: I -ROOF&FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/50.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/$0.001. DATE:02/28/18 -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. A B C D E F G 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.a,TYP-U.N.O.. PROJECT#: 18.003C 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER TO S1.0 FOR ALL HOLDOWN ANCHORS. DRAWN BY:S.E. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. A UPPER ROOF FRAMING PLAN 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. S2.O5O 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. SCALE:1/4" = 1'-0" 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.O5Q , tCEIVED 02/14/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN X� IXH IXH (XO .=orvenren.aare I w 1040 Main Street T T T T Carbondale,C081623 (970)510.0773 I I F.: HX1 L __ • LIB • ` 1 L.LJ = o u, Q ct Woo JI fi - - - r � CC Q � O LI J L_IJ 1 I L J F - - - - Lj - - J ;. .i �..:J -X1 • J • I REVISIONS: 02/28/18 ACC FINAL SITE PLAN REVIEW I 1 IX`-O - - - L� J L F _I L J - -(x� I I I I I I I I (X (X) IX (X') A OADU FOUNDATION PLAN SCALE:1/4" = 1'-0" ADU FOUNDATION PLAN FOUNDATION NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES. 2) SEE FRAMING PLANS ABOVE FOR COLUMN&POST LOCATIONS&SIZES 3) CONCRETE FOOTINGS&SLABS SHALL BE PER PLAN. 4) ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS-U.N.O. DATE:02/28/18 5) SEE X/S6.001 FOR ALL CONCRETE REINFORCING STANDARD HOOKS&BENDS. 6) PROPER SURFACE&BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL&GEOTECHNICAL ENGINEERS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 7) REFER TO SHEET S6.001FOR TYPICAL CONRETE DETAILS. 8) DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED. PROJECT#: 18.003C 9) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. 10)SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATION NOTES ON SO.O. 11)ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8"DIAMETER ANCHOR BOLTS WITH A MINIMUM 7"EMBEDMENT AT4'-0"o.c.MAXIMUM. 2 ANCHORS MINIMUM PER PLATE,3"FROM EACH END,U.N.O.. DRAWN BY:S.E. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S AND SPACINGS,REFER TO PLANS ABOVE FOR LOCATIONS. 12)REFER TO PLANS AND SCHEDULE FO ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE.REFER TO PLANS ABOVE FOR SPECIFICATIONS. 13)ISOLATE ALL SLABS-ON-GRADE FROM STRUCUTRAL ELEMENTS WITH EXPANSION JOINT MATERIAL-U.N.O. CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.O6Ef EIVED 02/14/2019 ASPEN BUILDING DEPARTMENT aLaru 0/011AE STRUCTURAL DESIGN I)) IX) (X> IXO .40 Mein Street wren Main O816 7 7 T T Carbondale,0081613 I I 1 I Islolsmml6 I I IX.O — - - r - - — - -1xT .I I 'I IIIIIIIIIIIIII . • ; IIIIIIIIIIIIIII • I I I I I I I I I I I I I I ( IIIIIIIIIIIII 1 • I I I I I I I 1 1 1 1 1 II I •. w < CC) 1 1 1 : V O Co z CL O UI (a)is"LVL . 0 = o I' ;I — Q ct I � 00 NJ �I •I XO IX.2 — — I — — LL 1 ( "1 1 1 1 �11 I I EI I I I • m + LZ 1.1 fi fi fi I P 6' I I I I I I I 1 1 1 1 I I ; I 1 1 1 I Q . Ill 111111111II llI II 1 1 1 1 1 1 11 1 1 1 1 1 I 1 1 1 1 1 1 I I I I I I I II , I(4)16"LVLI I I I I x73)— 171. -1 — r -r rtr 1—.1 1— — - 1— -1 — r -r -r— - - -(x0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I REVISIONS: 3 02/28/18 ACC FINAL SITE I I I I I 1 1 1 1 1 1 1 1 1 I I I I PLAN REVIEW • .. I I I I I I I I I I I I I I I I' 1 1 1 1 1 1 111 1 1 1 1 1 I I I I • 1 1 1 1 I I I IW&x2& I I I I .. I I I I 1 I I I I I I I I I I IX—O — — _ — - —IXO I 1 1 1 1 1 10 IX0 IX0 (X0 CDADU MAIN LEVEL FRAMING PLAN , SCALE:1/4" = 1'0" ADU MAIN FLOOR FRAMING PLAN ROOF&FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES AND DETAILS INCLUDING: -ROOF&FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/50.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/50.001. DATE:O2I2HI18 -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16b.a,TYP-U.N.O.. PROJECT#: 18.003C 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER TO S1.O FOR ALL HOLDOWN ANCHORS. DRAWN BY:S.E. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER 50.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.061 EIVED 02/14/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN om I)) IX) IX-7) IXO .40 Male Street w 1010 Main Street T T T T Carbondale,C081623 (970)510.0773 I I - x i i r r' �x� 1 1 1 I II 1 1 I 1 1 1 11 1 1 11 .1 I 1 1 11 w < rI I 0 O C0 z t O = - 0 < w O o 1 1 1 1 II') 1 1 1 I X N 0 � I. I- I I- T I I T 1 -1-I-r --i-1 I - - Q 0 W12X36 I CO o w CL - I' III I I = � I 1111111111111111 II IIIIIII 1 1 ill I 11 _13 O LOW BM IX^ - - - I 1-1 - —LXO IIIIILeIIIIIIIIIIII 'I I , I I I I I I 11 REVISIONS: 02/28/18 ACC FINAL SITE 19 I PLAN REVIEW IIIIIII 1 1 1 1 11 —.11.1� 61 W12X35 - -1 XO I 1 I 1 IX) IX ) IX.JC) IX) ADU ROOF OA ADU ROOF FRAMING PLAN FRAMING PLAN SCALE:1/4" = 1-0" ROOF&FLOOR FRAMING NOTES: 1) REFER TO SHEET$0.001 FOR GENERAL NOTES AND DETAILS INCLUDING: -ROOF&FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/50.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/$0.001. DATE:02/28/18 -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16b.c.,TYP-U.N.O.. PROJECT#: 18.003C 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER TO S1.0 FOR ALL HOLDOWN ANCHORS. DRAWN BY:S.E. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. CHECKED BY:S.E. NOT FOR CONSTRUCTION S2.O6Ef EIVED 02/14/2019 ASPEN BUILDING DEPARTMENT AHJ Stamp DESIGN CONDITIONS DUCTU ORK LEGEND FIFING LEGEND GENERAL LEGEND PLAN A55REVIATIONS WINTER DESIGN TEMPERATURES: INDOOR: 10°F DB SINGLE LINE DESCRIPTION DOUBLE LINE OR —1.4— GATE VALVE CO CARBON MONOXIDE SENSOR AAV AIR ADMITTANCE VALVE(STUDOR OR EQUAL) OUTDOOR: -I5'F DB (, �— OR —)II— CHECK S CHECK VALVE CARBON DIOXIDE SENSOR AFF ABOVE FINISHED FLOOR 90°ELBOW DOWN I C V SUMMER DESIGN TEMPERATURES: INDOOR: 12°F DB C:I OR TL BALL VALVE O HUMIDISTAT ABv ABOVE OUTDOOR: 52'F DB 90'ELBOW UP ( /� T BUTTERFLY VALVE OD DEHUMIDISTAT BLW BELOW \ OR PLUG VALVE 0 NITROGEN DIOXIDE SENSOR CFM CUBIC FEET PER MINUTE(AIR QUANTITY) ELEVATION 1800 FEET OFFSET TO CHANGE ELEVATION CIRCUIT SETTER WITH GPM OGGUPANY SENSOR(RE:ELECTRICAL) CLG CEILING OH I N r' (AT 30'WHEN POSSIBLE. -' 04E In ri WALL R-VALUE(AVG) 21(CAV) ARROW SLOPES DN.) �I— GLOBE VALVE 0 ERv PUSH BUTTON CONTROLLER(LIGHTED) CO CLEANOUT 0 r W ' OR STRAINER(Y-TYPE)WITH BLOW-DOWN PT ERV PERCENT TIMER CONTROLLER(LIGHTED) CONC CONCRETE H N I ROOF R-VALUE(AVG) 49(CAV) ROUND RADIUS ELBOW , - S W I OR �� TWO-WAY AUTOMATIC CONTROL VALVE lbJ SENSOR GOTG CLEAN-OUT TO GRADE r 03 Lu GLASS U-VALUE(AVG) 032 d � OR —0 THREE-WAY AUTOMATIC DIVERTING VALVE SM SNOWMELT SENSOR(TEKMAR 091/094) ON DOWN ral ul WI su O 0 90°STRAIGHT TEE d' �.� OR ____A_ SOLENOID VALVE SP STATIC PRESSURE SENSOR DMPR DAMPER O I GLASS SHADING COEFFICIENT(AVG) 0.4 f� p U r MI OR YV PRESSURE REGULATOR(OR REDUCING VALVE) O THERMOSTAT EA EXHAUST AIR 5 ( Z 90°CONICAL TEE d m � 0 0 �- 0 ELECTRICAL POWER AVAILABLE 120/I,240/I ��� u- TWO-WAY MODULATING CONTROL VALVE S WALL ON/OFF CONTROL SWITCH EC ELECTRICAL CONTRACTOR CI V N (NO 3 PHASE) ^ - - `n / 45'BRANCH EMIR u C THREE-WAY MODULATING MIXING VALVE ST WALL TIMER SWITCH ER/EG EXHAUST REGISTER/EXHAUST GRILLE � > > X ��R ❑T-& THERMOSTATIC MIXING VALVE(Div) Sv VARIABLE SPEED CONTROL ETR EXISTING TO REMAIN 4 z Y. LL a 1DPI DIFFERENTIAL PRESSURE VALVE EX-1 EXHAUST GC {0�{tt 0 W 45°CONICAL TEE .�E w n W V r e OR 6}.- PRESSURE RELIEF VALVE AIR D E /ICE FCO FLOOR CLEAN-OUT z = tQ 1 S 1—I E E T INDEX MANUAL AIR VENT Y FD FIRE DAMPER OR FLOOR DRAIN �� SIZE OR SHAPE TRANSITION 3 Q v AUTOMATIC AIR VENT DESIGNATION ®E' FPC FIRE PROTECTION CONTRACTOR Z 0-1I 0 SI-4EET DESCRIPTION PAGE — LU \, 0mIn ? (I) VACUUMBR W BREAKER GPM GALLONS PER MINUTE(WATER FLOW RATE) 0 NI- '1 ROUND FLEXIBLE DUCT J�o2�O`f 0 0 COVER OR (SSH PRESSURE GAUGE WITH GAUGE COCK SIZE(INCHES) LD SUPPLY DIFFUSER(LINEAR) v NOTE: FOR STANDARD MODULE SIZE M000 MECHANICAL COVER SHEET I N1 PRESSURE SENSOR MC MECHANICAL CONTRACTOR (� 90°ELBOW DOWN REGISTERS,SIZE GIVEN IS NECKII I- �7(y ld- ///LLLVVV T PRESSURE/TEMPERATURE TEST PORT SIZE. REFER TO AIR DEVICE SCHEDULE MOD MOTOR OPERATED DAMPER �S k01 ONING SHEET FOR MODULE SIZE. TEMPERATURE SENSOR OA/OSA OUTSIDE AIR Z= M001 MECHANICAL ZONING PLAN 2 —1 90'ELBOW UP Z "-'J�' - PE Stamp AIR QUANTITY(CFM) -( ~ 11— �' 31 THERMOMETER WELL CA-COMB.AIR OED OPEN END DUCT ` 5 N SCHEDULES DROP/RISE DROP/RISE T OA-OUTSIDE AIR W 0 OFFSET TO CHANGE ELEVATION(AT 30° I—d THERMOMETER 12/6 CD-I 250 RA-RETURN AIR PC PLUMBING CONTRACTOR ,(\O N U MI00 MECHANICAL SCHEDULES 3 l r' l WHERE POSSIBLE).ARROW IN DIRECTION „©,� EA-EXHAUST AIR (�\ _` Q J J OF ALLOW.INDICATE DROP OR RISE. BTU METER(FLOW 4 TEMPERATURE DIFFERENCE) MA-MIXED AIR PR PIPE RISER 1'' `V MI01 MECHANICAL SCHEDULES 4 j�-r�-�\ (l�� MUA-MAKE-UP AIR �O\ GOG�\� 0 ROUND RADIUS ELBOW A T7I FLOW METER TYPE OF AIR DEVICE. RA RETURN AIR O '�v`O 0- MECHANICAL PLANS I Iy� FLOW SWITCH RE:SCHEDULE SHEET RR RETURN REGISTER (T �- 1, J w M200a CRAWLSPACE MECHANICAL PLAN EAST 5 4 AQUASTAT RG RETURN AIR GRILLE O� m 0 RECTANGULAR ELBOW WITH �^ cp W TURNING VANES G Z 0 M2005 CRAWLSPACE MECHANICAL PLAN WEST 6lig OR ter- BRAIDED TYPE FLEXIBLE PIPE CONNECTOR 5A SUPPLY AIR 0 Q �Y RISER M201a LOWER LEVEL MECHANICAL PLAN EAST 1 WITH SQUARE ELBOW 4 UJJJ ELASTOMERIC PIPING ISOLATOR(WITH KEVLAR) S.DMPR SMOKE DAMPER `� DESIGNATION KEY: ti0 M20Ib LOWER LEVEL MECHANICAL PLAN WEST S SPLITTER DAMPER -II I- PIPE UNION SR SUPPLY REGISTER(SIDEWALL OR DUCT MOUNTED) Is K W SPLIT BRANCH TAKE-OFF WITH RADIUS ELBOW 4 DUCTING: PIPING: 0 M202a MAIN LEVEL MECHANICAL PLAN EAST 9 4- QUICK CONNECT(GAS) OR HOSE BIB(WATER) SV STUDOR VENT(SIZED B7 CONTRACTOR) r w m M202b MAIN LEVEL MECHANICAL PLAN WEST 10 SPLITTER DAMPER OR © I RADIANT OR SNOLLMELT MANIFOLD WITH ACCESS TYP TYPICAL f Tl J OA-OUTSIDE AIR CW-CHILLED WATER w - M203a UPPER LEVEL MECHANICAL PLAN EAST 11 PIPE UP OR PIPE UP d DOWN EA-EXHAUST AIR DW-DOMESTIC WATER TRANS TRANSITION Ip 0 0 BRANCH TAKE-OFF WITH HW-HEATING WATER M203b UPPER LEVEL MECHANICAL PLAN WEST 12 RADIUS HEEL AND DAMPER C OR 0 PIPE DOWN GENERAL: G-GAS TA TRANSFER AIR 1u M204 ADU MECHANICAL PLAN 13 US-UTILITY SHAFT R-REFRIGERANT IL SD-STORM DRAIN UNO BRANCH TAKE-OFF WITH O FLOOR DRAIN 5M-SNOWMELT UNLESS NOTED OTHERWISE Z AIR EXTRACTOR OD-OVERFLOW DRAIN FLOOR SINK US UTILITY SHAFT WV-WASTE 4 VENT �4 )- VTR VENT THROUGH ROOF O rl Q o SCHEMATICS •• Z LINED DUCTWORK �I HORIZONTAL CLEANOUT �d�// �`^i NDD nCCI IAl11GAL CG"C"A"U 15 (UNLESS NOTED OTHERWISE) v RISER NUMBER W/ WITH Q p4 D 0 3 OR 0 I FLOOR CLEAN-OUT 11301 IICC-ANKLE Cc,,CI IAToC D, S UARE NECK CEILING O WALL SPECIFICATIONS ® UNLESWAYINDICATED O OTHERWISE ® O METER AIR TER INAI— UNIT XFER TRANSFER CLEAN-OUT �T� U O W Q M'80 MCC;ANICAL STCCITICAT.cNT IL ROUND NECK CEILING DIFFUSER FIFING DESIGNATIONS �( �rI \/ w �j U Z W n4191 CCQUCIIGC or OT'Cn4TION n UNLESS- AYINDICATED OTHERWISE THRWISEDESIGNATION KE : EQUIPMENT A55E IAT IONS WN CWS/R CHILLED WATER SUPPLY/RETURN O w= } CS/R CONDENSER WATER SUPPLY/RETURN U Gy r SIDEWALL ER W7 GRILLE TERMINAL TYPE: AHU AIR HANDLING UNIT 0 T OR REGISTER WITH --' 1 HWS/R HEATING WATER SUPPLY/RETURN rTl W is I I I AIR EXTRACTOR i i HWS/R(HT) HEATING WATER SUPPLY/RETURN HIGH TEMP CV-CONSTANT VOLUME BOX(SERIES) r1 Fil Q FP-FAN POWERED BOX(PARALLEL) AS AIR SEPARATOR /� ^ 0.411 IL' HWS/R(LT) HEATING WATER SUPPLY/RETURN LOW TEMP I�l Cl) ©©®© STATIC URE CLASS OR STATICHES I PRESSSURETER CLASS CHANGE ©©®©(I RS 4 RL SNOWMELT URN REFRIGER4NTPSUCTION Tt REF.LIQUID VR-VARIABLE VOLUME w/REHEAT B BOILER)HOT WATER) M CH CHILLER I� w)- W- -----DC ---- DOMESTIC COLD WATER(DCW) COOLING AIR QUANTITY(CFM) W I- m SUPPLY DUCT RISER XIDHR -- DHR DOMESTIC HOT WATER(DHW) DOMESTIC HOT WATER RECIRC(DHR) m 1100�� CC COILING COIL yy..�d� Z W 540 MINIMUM AIR QUANTITY(CFM)FOR TF — ----- J DIW-T -- DOMESTIC HOT WATER(TEMPERED) VENTILATION OR HEATING. �� W CH CABINET HEATER RETURN,EXHAUST OR W WASTE PRIMARY AIR VALVE SIZE CT COOLING TOWER CELL W W OUTSIDE AIR DUCT RISER -----V----- VENT 3 ly GW GREASE WASTE CV CONSTANT VOLUME BOX )-ti PW PRESSURIZED WASTE ID 0 / CEILING RETURN AIR DEF DISHWASHER EXHAUST FAN A -t-> < t IW INDIRECT WASTE Q 0 GRILLE OR REGISTER B REMODEL L E E N D BUILDING DRAIN - EBH ELECTRIC BASEBOARD SEATER 0 Q OS BUILDING SEWER ECU EVAPORATIVE COOLING UNIT DOOR GRILLE SD STORM DRAIN OD OVERFLOW DRAIN)STORM) POINT OF DISCONNECTION Q A EF EXHAUST FAN SOD SEDIMENT 4 OIL DRAIN 9 POINT OF NEW CONNECTION Issued For W N MANUAL BALANCING DAMPER G MPG NATURAL GAS E 4-1MEDIUM PRESSURE NATURAL GAS (A) ABANDON ERv ENERGY RECOVERY VENTILATOR(AIR TO AIR HX) No. Date Comment 0 r O LPG PROPANE GAS (D) DEMO Ei EXPANSION TANK I 2/15/IS COORDINATION 9 ``7T D DRAIN FC FAN COIL 2 2/28/18 ACC FINAL SITE J 4. MOTORIZED DAMPER �� (E) EXISTING CD CONDENSATE DRAIN PLAN REVIEW 0 Z F FIRE SPRINKLER (F) FUTURE FP FAN POWERED BOX 21 CA COMPRESSED AIR (N) NEW GF GLYCOL FEEDER N 0 SMOKE DAMPER GEO GEOEXCHANGE SOURCE Z 0 5LL15/R SOLAR WATER SUPPLY/RETURN (R) RELOCATE HC HEATING COIL (E) EXISTING HP HEAT PUMP MEGI-IANIGAL. W W I ® FIRE DAMPER --�� (UG) UNDERGROUND HX HEAT EXCHANGER COVER SHEET =W FUM� SYMEOLS Z N I(4COMBINATION FIRE AND SMOKE DAMPER H HUMIDIFIER O Z F/5 F/S KEF KITCHEN EXHAUST FAN if IC W ��- -CO- INLINE WET ROTOR PUMP A W I® CEILING RADIATION DAMPER ���```TT� INLINE WET ROTOR PUMP(W/INTEGRAL CHECK) MV MIXING VALVE O N Z P PUMP(SEE PIPING LEGEND FOR DETAILS) Q/)W 111 INLINE CLOSE-COUPLED PUMP RF RETURN/RELIEF AIR FAN X GRAVITY BACKDRAFT DAMPER W W W SF SUPPLY FAN Project No. Scale: Z Q �� (,,�f BASE MOUNTED END SUCTION PUMP I8003.00 N/A0 Z (S}-� DUCT MOUNTED SMOKE DETECTOR O TEF TOILET EXHAUST FAN (3N `--� tMV THERMOSTATIC MIXING VALVE Drawn By: Checked By: Z 0 \ / CEILING ACCESS PANEL \ / J,4I-I JDR Q To W'S' US UNIT HEATER W v v Vv VARIABLE VOLUME Box A M00o E WALL CAP-BATH OR DRYER EXHAUST y VR VARIABLE VOLUME BOX W/REHEAT FC WITH INTEGRAL BACKDRAFT DAMPER ZQ���((�� WH WATER HEATER 02/141, 19 ASPEN BUILDING DEPARTMENT THERMOSTAT SCHEDULE (TEKMAR) AHJ Stamp THERMOSTAT AREA SERVED TEKMAR HEAT HEAT 2 COOL I v " r-1 f .ow, r 1 r 1 TAG MODEL I I A®Rr I I I j I ATAIR«t I TI FAMILY ROOM 552 RZ-I FC-I FC-I I■'_.i -13 L ® I 111 T2 KITCHENETTE,LAUNDRY,POWDER 2 552 RZ-2 -- -- "�®°" s _I 'S' I ® i'_■I 1 Rc-I r ; � T3 POWDER I 553 RZ-3 SF-1 I - m J Rz-2 I TI §" 1� I T4 BED I,BED 2,BATH I,BATH 2 553 RZ-4 FC-2a FC-2a OM cv ® U II Y T5 BED 3,BATH 3 552 RZ-5 FC-2b FC-2b "^ it w O —T r_ 0 0 11 ITS _ I' T6 OFFICE 552 RZ-6 FC-2c FC-2c 04w CI r ' R I.� �L___ Fr— el ___J� T� LIVING ROOM,DINING,HALL,POWDER 3 553 RZ-1 FC-3 FC-3 N S i I w I�R®«=I e®« I� e®« e®» ® � I �ezro TS ENTRY,GALLERY,KITCHEN,PANTRY 553 RZ-8 FC-4 FC-4 "r L W RZ-4 J TS MUDROOM 552 RZ-S ral v. H -. ui III Fc-za II TIC GARAGE 552 RZ 10 O 0 III ®" \ I116"' II; cDUr i +II --]----i FLU Jy, 1- I TII MASTER BED,HALL 553 RZ-II FC-5a FC-5a 01 I TI2 MASTER BATH,MASTER DRESSING 552 RZ-12 FC-5b FC-5b CI0 \Q Z "' o V N r J r J , Lij T13 MASTER BATH WG,MASTER SHOWER 553 RZ-13 • 0 X RZ-5 TI4 WINE ROOM WINE GAURDIAN -- -- LUCU-INic Q Q 4 E p o®„, Fc-2b o®« R®a�+ TIE MECHANICAL ROOM LINE VOLT. -- -- SF-I z U_ d z T3 �Iq , — J TI6 ADU LIVING,KITCHEN,ENTRY 552 F-Ia -- F-Ia w 0 ° w r TIC ADU BED,BATH 553 F-lb F-Ib z = L -1 I— -- --- —I L J /15A-AX>, TIS ADU BATH 553 EHM-I -- -- l7 v i w CI \ OLn 4 S,/x 0 m 1711-6 SLEET LEGENDE14 111 6 Pu� "\ / OH D DEHUMIDISTAi r , HYDRONIC W nA % H HUMIDISTAT 1 I RADIANT \ SNOWMELT ZONE"I !r" p I- \ I I PE Stamp S" m / \ MUA MAKE-UP AIR UNIT L J FLOOR ZONE w ` J 2 Z LOWER LEVEL ZONING PLAN zz z• 0 --� P�!\�FL ,no OS OCCUPANCY SENSOR ---- PB PUSH BUTTON CONTROL WITH DELAY OFF I I AIR ZONE SNOWMELT ZONE"2 �0 CO��\O 0 Lci I/8" = I'-Du I I VV \ PT PERCENT TIMER CONTROL `---J w rcp �O, ,? >_0- \N� C` W \N� RZ RADIANT ZONE G� m a • I OS SLAB TEMPERATURE SENSOR U \\ W p F=1b I, SA SNOWHELT AREA W 0SNOW/ICE SENSOR(TEKMAR 091/094) W ec"a"o" p W 9rHM O THERMOSTAT/WALL SENSOR I-m I ® ,,,,,^' I W Ino �P Q• �I� = Q ,z »r®ra ® FNTRYO W O ,--i Q ��// N F=1a // W OW,3 xMM iy di Liciaa / I C 0 /1 117 �Tl U O Z /7 SA-Xx QI U Ljj 1 �\/ W W . . � z ' W %' A®U ZONING PLAN � ii SA-xx \\\\\\\\\\\\\\\ I/8" = I'-0" P4 F—' Qc z w �, W / • 1�// �_, - � 1 �—, — r ir al 0- al I RZ-s ®I «bras "RRIS 1 1T® I1 I A Q LA .�, rA®R. Fc a r®` I ® r—L ® J ,® _ �__ O 1 .o� II I I L__ ty UM �SA-\ �� L__ ---r ram J -0 r "J, i _� ' J i Issued For F� \ I I // I 1 r—1 00 r 1 § ®/-1J RZ-12 I 1 No. Date COORDINATION Comment 0 1 OO I FC-5b I'll I 2/15/IS COORDINATION a 1 IIr____J 1 I 00 I ar _ 2 2/28/18 ACC FINAL SITE Q RZ-10 _ L © 1" I _ r7a -ICI PLAN REVIEW 0 2 fir,# ���S RZ-9 1 1LJ L—` JRZ-I3117 ❑ ❑ 1 N p ARAS OR"" WCU-1 L� Q u \\\\ ® ®" __ usecn nun RZ-1 e I I w ® ® FC-3 ® I I RZ-II Alig I 7SA-Xx/ Fc-5a I MECHANICAL U 1 I ®� O\1 ® 1 ZONING PLAN i>w z L J — Te __J� \ I L—j� L� J ® I \ 1 O'i1 ___ I o �_ I L ,I I I I I, zNz Rz-6 L__� 3 _ L J L i o Z Fc-zc - - - r a x w PPP, INSTALL RADIANT TUBING IN BENCH NORTH W'.W MD Project No. Scale: z Q SA-xx 18003.00 1/8" = I'-0" o 0 CI Z L _I � - - - DrawJAH Che JDR ked 9 Q w fy 0 ///4 MAIN LEVEL ZONING PLAN UPPER LEVEL ZONING PLAN I+ qW�q���}�iG 1/8" = I'-0" I/8" = 1'-0" M001 RE2?Is��(� 02/lylIZ919 ASPEN BUILDING DEPARTMENT /� /' COOLING) ACCESSORIES AHJ Stamp FAN COILS (D X I- SUPPOLERT CANFROM S DUCT TA CONNECTORS TONS 5-RIGHT HAND ACCESS 2-SUPPORT FROM METAL STAND WITH NEOPRENEISOLATORS ISOLATORS 1 -NOT SH WITH VARIABLE FREQUENCY DRIVE,(RE:SEQUENCE) 3-SUPPORTTHAND FLOOR WITH NEOPRENE ISOLATORS 1-NOT USED 4-LEFT HAND ACCESS 8-NOT USED MARK CFM OA. E.S.P.(IN W.C.) HYDRONIC HEATING COIL DX COOLING COIL ELECT. FLUID MANUFACTURER CONFIG. AIR ACCESSORIES SERVES CFM w S.L. .1,800' COIL T.MBH EWT°F EAT/LAT GPM P.DFT COIL SMBH T.MBH EAT/LAT VOLT. H.P. PH. 4 MODEL NO. FILTER I 2 3 4 5 6 1 s HTG: 30%PG CARRIER FAMILY ROOM,KITCHENETTE,HALL, FC-1 1600 0 0,60 0,45 4-ROW 34 140 10/96 3 4.9 3-ROW 29 29 12/50 230 1.5 I CLG: R-410a 39SH 03 HORIZ. MERV 13 I 2 4 4 POWDER LAUNDRY(1600 CFM) HTG: 30%PG CARRIER A:BED 14 2,BATH 1 4 2(5500 CFM) FC-2 1100 0 0.15 0.56 4-ROW 24 140 10/91 2 2.3 3-ROW I9 19 12/50 115 0.15 I HORIZ. MERV 13 I 2 5 6 B:BED 3,BATH 3(215 CFM) CLG: R-410a 395H 03 c:OFFICE(215 CFM) 'H I CV CI FC-3 HTG: 30%PG CARRIER LIVING ROOM,DINING,KITCHEN MAKE-UP Vl U) 2500 1200 0.15 0.56 4-ROW 148 160 21/94 10 3.1 3-ROW 45 48 12/40 230 1.5 I HORIZ. MERV 13 I 2 4 6 AIR(2500 CFM) 0 r w (MUA) CLG: R-410a 39SH 05 HTG: 30%PG CARRIER ENTRY,GALLERY KITCHEN,MUDROOM, I- N ., 'V FC-4 1600 0 0.60 0.45 4-ROW 34 140 10/96 3 4.9 3-ROW 29 29 12/50 230 1.5 I CLG: R-410a 39SH 03 HORIZ. MERv 13 2 5 6 PANTRY(1600 C�r1M) Y In W HTG: 30%PG CARRIER A:MASTER BEDROOM,HALL(1000 CFM) v. ail 0) _ FC-5 2000 0 0.15 0.56 4-ROW 43 140 10/96 4 0.5 3-ROW 38 38 12/48 230 1 I HORIZ. VERY 13 1 2 5 6 B:MASTER BATH,DRESSING(I000 CFM) ral I- I- CLG: R-410a 39SH 05 0 n 0 13 O NOTE:CONTRACTOR SHALL COORDINATE COIL HAND ARRANGEMENT PRIOR TO ORDERING FAN COILS(LEFT HAND VERSUS RIGHT HAND ACCESS LOOKING DOWNSTREAM)(SEE ALSO MECHANICAL FLOOR PLANS) 0 0 1-6_, 11 EQUALS:CARRIER,ENVIRO-TEC,McOUAY,IEC. CI 0 4 Z 6 FURNACES ' > X , 4 4 I a MARK CFM OSA E.S.P.(IN.W.C.) HEATING CAPACITY(MBH) COOLING CAPACITY(MOH) ELECTRICAL MANUFACTURER REMARKS Z IL CFM s S.L. .1500' INPUT a 5L. OUTPUT s 1,500' SENSIBLE LATENT VOLT/PHASE MCA MOCP 4 MODEL NO. OC tt Z EJ V i 124 CARRIER 2-STAGE BURNER "°1 .4 13 F-I 1500 0.1 0.5 60/39 45/30 SEE CC-1 115/I 14.3 15r4 z Z CO ERV-I) 59TP5A060EI4 NIGH ALTITUDE KIT(61,900 FEET ELEVATION) 01 F- Z X I 0 "°' OGn CONDENSING UNITS Elie Cac° ° O � MARK SERVES NOMINAL CLG STAGES SATURATED OUTDOOR NOM. REFRIG. ELECTRICAL MANUFACTURER HOT GAS ACCESSORIES yy- 0_111 CAPACITY(TONS) SUCTION TEMP l°F) TEMP(°F) SEER VOLT/PHASE MCA MOCP 4 MODEL NO. BYPASS )T R' 01 Z IC 3 PC-I FAN COIL CARRIER LOW AMBIENT OPERATION TO 0°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, !� A S CL1-1 3 1 42 90 13 R-410a 230/1 19.0 30 NO CRANKCASE HEATER,EVAPORATOR FREEZE THERMOSTAT,HARD SHUT-OFF TXv, PE Stamp `/ J W 244C33 36 LOW-AMBIENT PRESSURE SWITCH,SUPPORT FEET,WINTER START CONTROL U 0 FC-2 FAN COIL CARRIER LOW AMBIENT OPERATION TO 0°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, �(\O� N ti CU-2 2 2 42 90 11 R-410a 230/1 14.5 20 NO CRANKCASE HEATER EVAPORATOR FREEZE THERMOSTAT,HARD SHUT-OFF Txv, \�(�` O� O_ Q 24ACB1 24 LOW-AMBIENT PRESSURE SWITCH,SUPPORT FEET,WINTER START CONTROL 1-'! \VII FC-3 FAN COIL CARRIER LOW AMBIENT OPERATION TO 0°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, �O .( ` , \ 0 0 CU-3 5 1 42 90 13 R-410a 230/1 34.2 50 NO CRANKCASE HEATER,EVAPORATOR FREEZE THERMOSTAT,HARD SHUT-OFF Txv, OO \O` ,)0" -0- 24ACB3 60 LOW-AMBIENT PRESSURE SWITCH,SUPPORT FEET,WINTER START CONTROL (� \v ,( V FC-4 FAN COIL CARRIER LOW AMBIENT OPERATION TO m°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, `� `� 4 0 CU-4 3 1 42 90 13 R-410a 230/1 19.0 30 24ACB3 36 NO CRANKCASE HEATER,EVAPORATOR FREEZE THERMOSTAT,HARD SHUT-OFF TXV, \� (U O I LOW-AMBIENT PRESSURE SWITCH,SUPPORT FEET,WINTER START CONTROL (`O 3 W FC-5 FAN COIL CARRIER LOW AMBIENT OPERATION TO 0°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, �l 0 z, CU-5 4 2 42 90 11 R-410a 230/1 21.8 40 NO CRANKCASE HEATER,EVAPORATOR FREEZE THERMOSTAT,HARD SHUT-OFF THY, IL o 24AC01 48 LOW-AMBIENT PRESSURE SWITCH,SUPPORT FEET,WINTER START CONTROL NW 0 F-1 FURNACE CARRIER LOW AMBIENT OPERATION TO 0'F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, IL' o CU-6 4 2 42 90 11 R-410a 230/1 21.8 40 24AGB1 48 NO CRANKCASE HEATER EVAPORATOR FREEZE THERMOSTAT,HARD SHUT-OFF THY, U)WI� LOW-AMBIENT PRESSURE SWITCH,SUPPORT FEET,WINTER START CONTROL 0 IC EQUALS:CARRIER TRANE,YORK,LENNOX. H'4 W WINEROOM COOLING UNITS (SPLIT) U a EVAPORATOR CONDENSER HUMIDIFICATION ELECTRICAL 4 a, ?Z TAG E.S.P.(IN WC) NOMINAL CLG OUTDOOR UNIT MANUF. MODEL OPTIONS LL GFM SC TC EAT LAT REFRIG. LBS/HR VOLT. PH. NUMBER 'SA. '8000' CAPACITY(HP) TEMP(°F) MOCP O `�^ Q Q RCU-I REMOTE CONDENSING UNIT(SEE PLANS FOR LOCATION), lJ �1,/ N UJCU-I 101 0 0 1.5 1.5 55 31 I/5 HP 80 R-1346 -- 115 I 20 CELLARCOOL CM 2500-5 CELLAR MOUNTED DIGITAL CONTROL DISPLAY I I M� it 5 EQUALS:CELLARCOOL,WINE GUARDIAN,CELLARMATE. TIC w in ' in i O W ELECTRIC DUCT HEATERS COOLING COILS (DX) a/ __ MARK SERVES ELECTRICAL MBH AIR SIDE MANUFACTURER y SYM. DESCRIPTION CAPACITY ELECTRIC MANUF.4 MODEL REMARKS l / O 0 EAT LAT FLOW DUCT VOL. <MODEL NO. D' ri W 1 d, l°F) (°F) (CFM) (WM) (FPM) - - FA+M. W 35 TONS NOMINAL 0.2"ES.P.N 1500 CFM J Il 1 COOLING COIL CARRIER Ul EDH-I ERV-I 120/I 6.8 41 10 300 8/8 615 MARKEL CC-1 za MBH SENSIBLE -- /►/ 2 KW 120-I-HF-2KW-8W-8H 12°F EAT,52°LAT CNPHP4321ACA w QEMRKs < � Z fY e I-SINGLE PHASE SCR CONTROL,DIFFERENTIAL PRESSURE FAN INTERLOCK,DOOR INTERLOCK DISCONNECT SWITCH. FANS �+ \/�+ l/�1/�1 EQUALS:MARKEL,BERKO,MARLEY,TPI,INDEECO,THERMOLEC. FANS E R Y.J ^ W al U) 3 F. W AIR DEVICES FAN MANUFACTURER vr/ Q,(:) Jli_• ,e- A 0 SYM. DESCRIPTION CFM SP N SW W/A/HP VOLT SORES 4 MODEL NO. J 000 �' Q SYM. USE MANUF. FRAME MODULE NECK FINISH ACC. REMARKS 0 h 0 0 Q 4 MODEL TYPE SIZE SIZE K I- BATH PANASONIC W= EF-1 62 0.25" 15 W 115/I 0.5 A 1 A D EXHAUST TITUS TYPE 4 RE: RE: BY AG-35B OBD WALL/CEILING EXHAUST FV-08VQ5 a w EG-I SPRING LATCH GRILLE CT-PP-0 I/4"BORDER PLANS PLANS ARCH FOR 3"+WIDTHS INLINE BATH PANASONIC Issued For Z A W W WALL/CEILING EF-2 200 0.4" 51 W 115/1 1.4 A A 0 RETURN TITUS TYPE 4 RE: RE: BY EXHAUST FV-20NLFI No. Date Comment RG-I -- SPRING LATCH W GRILLE CT-PP-0 I/4"BORDER PLANS PLANS ARCH I 2/15/IS COORDINATION A GARAGE PANASONIC Q SUPPLY TITUS TYPE 4 RE: RE: BY WALL/CEILING EF-3 251 0.25" 62 W 115/1 2.0 A 1 A 2 2/28/18 ACC FINAL SITE ,A _IAG-35B OBD SPRING LATCH EXHAUST FV-30V03 GRILLE CT-PP-0 1/4"BORDER PLANS PLANS ARCH FOR 3,WIDTHS PLAN REVIEW 0 Z MECH ROOM FANTECH �2 SUPPLY SF-1 132 0.6" 62 W 115/I -- B 3 D TITUS TYPE 6 RE: RE: BY AG-35B OBD FLOOR SUPPLY FR 140 E SG-2 REMOVABLE CORE m 0 GRILLE CT-PP-0 NO FLANGE PLANS PLANS ARCH FOR 3"+WIDTHS ERV-1 ENERGY RECOVERY 300 0.5" 311 W 20/I RENEWAIRE B 3 B a iii u TRANSFER TITUS TYPE 4 RE: RE: BY EV 300 W,1 WALL/CEILING VENTILATOR J TG-I I/4"BORDER PLANS PLANS ARCH -- SPRING LATCH MECHANICAL S E GRILLE CT-PP-0 ENERGY RECOVERY RENEWAIRE EXTERIOR RUSKIN RE: RE: BAKED 3/4.. 4"DEEP IERV-2 VENTILATOR 98 02" 46 W 120/I -- GR 90 B 3 B 1 SCHEDULES W u LV-1 STANDARD DRAWABLE BLADES -W LOUVER ELF315DX PLANS PLANS ENAMEL BIRDSCREEN 5 d7 DAMPER: SUPPORT: DUCT CONNECTION: CONTROL: O W Z GRD EQUALS:TINS,KRUGER,PRICE. A. INTEGRAL GRAVITY I. RIGID SUPPORT A. RIGID I. RE:SEQUENCE IC LOUVER EQUALS:R ISKIN,GREENHECK,AMERICAN WARMING,NCA. BACKDRAFT DAMPER 2. HANG UNIT WITH NEOPRENE B. FLEX DUCT H W B. EXTERNAL GRAVITY ISOLATORS C. FLEXIBLE CANVAS DUCT A W BACKDRAFT DAMPER 3. HANG UNIT WITH SPRING CONNECTORS Z N I�Z HUMIDIFIERS INSTALLED AT FAN VIBRATION ISOLATORS D. FANTECH FC CLAMPS 0 14 Z DISCHARGE C. MOTORIZED DAMPER Q X W D. NONEIY W W W SYM, DESCRIPTION CAPACITY ELECTRIC MANUF.4 MODEL REMARKS EQUALS:GREENHECK,LOREN COOK,SOLER 4 PALAU,TWIN CITY,FANTECH,RENEWAIRE,vENMAR,PANASONIC, p 0 0 Project No. Scale: Z 1 18003.00 N/A o HUMIDIFIER 10 LBS/HR NORTEC AIR PROVING SWITCH,WALL MOUNT Z H-I 230/1,3.8 KW HUMIDISTAT,STEAM DISTRIBUTION Drawn By: Checked By: Z i 0 (FC-2) RH DUCT TUBE,OUTDOOR AIR RESET JAW JDR Q W F- HUMIDIFIER 10 LBS/HR NORTEC AIR PROVING SWITCH,WALL MOUNT W Z H-2 230/1,3,8 KW HUMIDISTAT,STEAM DISTRIBUTION (FC-3) RH DUCT TUBE,OUTDOOR AIR RESET EQ Z UrE)_ HUMIDIFIER 10 LB5/NR NORTEC AIR PROVING D WALL MOUNT M 1 00 6v� H-3 (FC-5) 230/I,3.8 KW RH DUCT HUMIDISTAT,STEAM DISTRIBUTION IFe D TUBE,OUTDOOR AIR RESET EQUALS:NORTEC,GENERAL AIRE,NEPTRONICS,APRIL AIRE,DRI-STEEM. 02/141 �9 ASPEN BUILDING DEPARTMENT ACCESSORIES AHJ Stamp M I X I I/_ V V�G� BOILERS I-HIGH ALTITUDE KIT 4-30%PROPYLENE GLYCOL VL:k f--4L L L I\J 2-ASME RATED(I-STAMP) 5-50%PROPYLENE GLYCOL 3-CONCENTRIC VENT KIT 6-NOT USED SYM. DESCRIPTION CAPACITY ELECTRIC MANUF.a MODEL REMARK --rm. TYPE S.L.INPUT ALT OUTPUT FUEL DELTA e ELEC. MANUFACTURER EFF. ACCE55O 5 MESH MBH T ("'QQ a MODEL M• ORIZED IS GPM,2'P.D. TEKMAR TEKMAR 141 A.UATING MOTOR I WALL MOUNT NAT. 12 0/1 LOCHINVAR I,2,3,4 MV-I MIX G VALVE CV=21 24 VAC 112 (I-I/4") B-I N • STAINLESS STEEL 285 208 GAS 30 �' 1.5 A UJHN-285C 95i ING WALL MOUNT NAT. 120/1 LOCHINVAR I,2,3, 5-3 4 4 TAI NDEN5INSS EEL 285 208 GGAS 30 L5 A lUF-IN-285 95%CO 'H= N N EQUALS:NUDE-US,BURNHAM,LOCHINVAR,TRIANGLE TUNE,WEIL-MCLAIN, In w ELECTRIC NEAT MATS 11:4 w ( W III G r in SYM. DESCRIPTION CAPACITY ELECTRIC MANUF.4 MO• L REMARKS WATER HEATERS - 1- ralI- -3 - ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/-ENTAIR FLOOR SENSOR 4 WALL MOUNTED SYM. C;) ui CRIPTION STORAGE RECOVERY DOMESTIC BOILER MANUF.4 ODEL REMARKS 0 Q 0 EHM-1 34 SF ESTIMATED 230/I,1608 UJ ELECT-IC HEAT SIGNATURE THERMOSTAT, (GALS) (GPH) CONDITIONS CONDITIONS 4D 0 (BATH 5) MAT UL LISTED FOR WET LOCATIONS - EQUALS:NUHEAT/PENTAIR,WATTS RADIANT,SCH TER INDIRE•T-FIRED 100 DEW RISE ISO DEW LO INVAR 0 O U) 0 �, 0 UJH-1 4 2 82 266 40-F EWT 14 GPM V DOM,H=ATING 140°F LWT 5.1 FT.P.D. SIT•80 . >- > N 4Q4 z U_ d PUMP) 41.9W 4 4 SYM. GPM TDH HP VOLT/PH MANU'•CTURE- DESCRIPTION wUL. � ��0 /„/ R�OV AS 1- R 1D W � H A �S Z = � � (PT.) 4 MOD,L �. U� he P 0� X r 0 1` U SYM, DESCRIPTION STORAGE RECOVERY DOMESTIC M• UF,4 MODEL REMARKS _ (GALS) (GPH W) CONDITIONS O In GRUNDFr S B-I BOILER Ca •� 9 P-I 15 13 I/6 115/I A 2 A 1 0UPS 2- 99 FC GAS-FIRED 100 DEG RISE BRArrFORD U)HITE x%EFFICIENT le 1- U) 0 GR '•DFOS li B-2 BOILER GUJH-I DOM.HEATING 82 266 140°F EWT X X MEN)INPUT O -' P-2 15 13 I/6 115/I A 2 A I 0_ UP- 26-99 FC r01 uu1 RUNDFOS W I WATER HEATER 'J P-3 14 14 I/6 15/I UPS 26-99 PC A 2 A I �i` o= GRUNDFOS WH-2 WA R HEATER A IR SEPARATOR PE Stamp ,�\�v 5 O P-4 14 14 I/6 1 /1 A 2 A I UPS 26-99 FC .�\� N b GRUNDFOS FC-3 FAN COIL SYM. SERVES RECOMMEND'. GPM P.D. MANUF.4 MODEL REMARKS `P. \ Q P-5 T 12 1/25 115/1 (MAKE-UP AIR) A 3,6 A MAX GPM (FT.) O\\\ �O \O\ o,9 UPS 15-58 FC FL ( \,G� o GRUNDFOS SPACE HEATING SPIROTHERM (j0O O (� 1-w P-6 18 18 6 UJ 115/I B 5 A I AS-1 HEATING SYSTEM 40 VARIES 4 o MAGNA3 40-80 F vJR-200 TM(2") �\S co GRUNDFOS Hx-I HEAT EXCHANGER . SPIROTHERM G0 Z P-1 9 - 1/25 115/I UPS 15-58 FC 3 A I AS-2 SNOUJMELT SYSTEM 15 9 vJR-125 TM(1-1/4') 0 o GRUNDFOS SZ-I SNOUMELT ZONE EQUALS:SPIROTHERM,TACO,BELL 4 GOSSETT,CALEFFI. W 3 P-8 9 34 1/2 115/1 UPS 26-150 F B 2 A KW GRUNDFOS DOMESTIC HOT WATER r wW RP-I 1.5 9 UJ 115/1 RECIRCULATION A 4 B 2 rT, UP 10-16 A PM BU/LC EXPANSI.% N TANKS w m0 CHECK VAL SPEED: MATERIAL: CONTROL, r .4 Z A. INTE -•L CHECK VALVE I. 3-SPEED PUMP,OPERATE ON SPEED I A. CAST IRON I. RE:SEQU E OF SYM. SERVES MOUNTING ACCE- . TOTAL MANUF.4 MODEL REMARKS l / :I Q B. EX RNAL CHECK VALVE 2. 3-SPEED PUMP,OPERATE ON SPEED 2 B. BRONZE OPERATION VOL.( •L5) OL.(GALS) ��// N E C. N, E 3. 3-SPEED PUMP,OPERATE ON SPEED 3 2. A=AUTOMATI• \ 4. ON/OFF a, n 0 5. VARIABLE SPEED VIA INTEGRAL CONTROL FLEXCON LL D 6. vARIANLE SPEED VIA TEKMAR CONTROL ET-I HEATING SYSTEM PIPE -.0 15.0 HTX 90 .-`^4 a o EQUALS:GRUNDFOS,UILO,TACO,BELL 4 GOSSETT. FLEXCON ,,.�,// �1./ F 4) ET-2 SNOUJMELT SYSTEM PIPE 25 4.- HTX 30 ini u W ,--. U- RADIANT ZONE SCHEDULE ET-3 DOMESTIC SYSTEM PIPE 4.5 90 FLEXCON HOUSE r� x OO w Z �/1 a MA-' ROOM(S) EFFECTIVE BTU/H BTU/H GPM TUBE TOTAL #OF LOOP GPM/LOOP P.D. HEADER TUBIN. FLOOR PH 25 O Z AREA(SF) PER SF CENTERS LENGTH LOOPS LENGTHS (FT) SIZE t E COVERINGS FLEXCON ADU ' U W RZ-I PL• [OOM,HALL,STORAGE 1758 20200 I I 2.1 9 2344 I 234 0.2 0.6 3/' 1/2" RE:ARCH ET-4 DOMESTIC SYSTEM PIPE 4.5 9'C PH 25 O =_ RZ-2 BED 4 359 6300 18 0.7 9 479 2 239 0.3 I,4 /4. 1/2. RE:ARCH EQUALS:FLEXCON,AMTROL,TACO,WESSELS. r RZ-3 GARAGE.OW STORAGE 1022 20100 20 2.1 12 1022 5 204 0.4 .: 3/4. 1/2" RE:ARCH `/ ��Z--iii RZ-4 MUD,LAUNDRY.PO`•R. 353 6200 8 0.7 9 471 2 235 O. .3 3/4' /2" RE:ARCH W W RZ-5 OFFICE 99 2300 23 0.2 6 198 I I98 •.2 0.7 3/4• 1/2" RE:ARCH ��/1 W r RZ-7 DINING ROM KITCHEN 376 43001 I I 0.5 9 50193 I 0.2I 0.23/4• 1/2" RE:ARCH CONED- SATE NEUTRAL IZATIO TANK I� C/1 w2 U RZ-7 LIVING ROOM U .. 4100 6 0.4 6 1392 6 32 0.1 0.1 3!4' I/2" RE ARCH IL� RZ-8 MASTER BED.MASTER HALL 449 7900 62 3.0 6 898 ' 225 0.7 5.4 3/4. 1/2. RE:ARCH R/} RZ-9 BED 2 219 7 c• 34 0.8 9 292 2 146 0.4 1.2 3/4. 1/2. RE:ARCH SYM. SERVES MAXIMUM MAXIMUM PIPE MANU.4 MODEL REMARKS41t .} w 3 RZ-I0 BED 3,HALL 2,CLOSET 540 4500 8 0.5 6 ::0 5 216 0.1 0.1 3/4• 1/2" RE:ARCH MerlGPH CONN.SIZE 1:kbn- RZ-11 BED 3,HALL 2,CLOSET 540 4500 8 0.5 7 926 6 1 54 0.I 0.1 3/4• 1/2. RE:ARCH - , , it RZ-12 BED 3.HALL 2.CLOSET 540 4500 8 •.- 8 810 7 116 0.1 0.0 3/4. 1/2" RE:ARCH W RZ-13 SECOND FLOOR STORAGE 269 4300 16 •: 6 538 3 179 0.2 0.3 3/4' I/2" RE:ARCH AXIOM FINISH WITH PO al W CNT-1 HEATING SYSTE 1,000 45 I" NPT NEUTRALIZING MEDIA UI ' TOTALS 7220 116700 I. 12,4 10950 56 5,4 NT-25 W NOTES: FLOOR CO 'NG5 EQUALS:AXIOM,SCHIER. 5 b SEE MECHANICAL ZONING PLANS FOR DETAILED ZONE LAYOUTS. C=CARPET 5=STONE CONC=CONCRETE U.N.O.ZONES INCLUDE ASSOCIATED BATHS,CLOSETS a HA . W=WOOD T=TILE 40 01 HEAT EXCIANERS w tx SNOWMELT AREA SCHEDULE HOT SIDE COLD SIDE Issued For Z SYM. CAPACITY MA UFACTURER a w 0 ZONE DESC:' ION EFFECTIVE BTU/H BTUhi GPM TUBE TOTAL #OF LOOP GP "OP P.D. TUBING (SERVES) (MOH) EWT/LWT PD. EWT/LWT 75 No. Date Comment U FLUID ('FI GF'M (FT) FLUID ('F) GPM (FT) MOB L NUMBER I 2/15/I5 COORDINATION W AREA(SF) PER SF CENTERS LENGTH LOOPS LENGTHS FT) SIZE SA-I a G•':GE APRON 391 125 48875 3.7 9 521 3 184 I.2 5. 5/8" 2 2/25/15 ACC FINAL SITE Q 0 Z SA-I• NTRY WALKWAY 583 25 72875 5.5 9 777 4 204 .4 7.0 . HX-I 30% 50% TRIANGLE TU= PLAN REVIEW =0 ALS 974 I21750 9,3 I299 7.0 (SNOWMELT) 122 PG 160/130 9 3.6 PG 90/120 9 4.6 TTP4-24 W E 90 EQUALS:AIC,AL-A LAVAL,KELVION,POLARIS,TRANTER,WCR,TRIANGLE TUBE. 4)0 w r SECTION 403-3.2-1 (ORD. 40) BALANC€D VENTILATION CALCULATION STEAM GENERATOR UNITS MECHANICAL =3 0 N ((0.01 *7607 SF)+[7.5*(4 BR's+1)])*0.75=86CFM (ERV-1 PROVIDES 300 CFM) SYM. SERVES CAPACITY ELECTRIC MANUF.4 MODEL REMARKS MASTER BATH 1150 CLINIC FEET MR.STEAM 1,2 0 W 0 Si U-1 240/1,40 KU1 z MS SUPER 6E N IE a x w 5 w ly al W I 'BUTLER CONTROL PACKAGE(CONTROL,STEAMHEAD,AUTOFLUSH,DRIP PAN). ,MANIFOLD MS SUPER SE 4 MS SUPER IE FOR MASTER SHOWER Project No. Scale: W 4 Q 18003.00 N/A o 0 0 EQUALS:MR STEAM,THERMASOL,ROMA. w Drawn By: Checked By: 9 i 0 Ill JAH JDR w z= Zz) M 101 RECEED ;.!(3, 02/11,M.9 ASPEN BUILDING DEPARTMENT AHJ Stamp cf--) cf--) cf--) cr) cP cf--) (i? (-I--) 0....(i? 0 � � ri iz. � LU W rill I- i- • ---, ui CI� � Ov. ail CO m o I I I I I I I I I I 4 L7 4 4 -4 z u_ w L_ w � 0 = 4O xz � X � W o , oin 14 A FC_4 I O O rm `° o 111 ILL r PE Stamp CO 9 Z — I— - — — — — — — — — — —I — — — — �— - — - — - — — - — - — — — — — — — — —I — — - — - — - — — — © �\e\ loo E II F�-I I I I I GG -( - -o 1 II G0 to za, A II oW i \\ ilkIA II II 1 mQ FC-3 (MUA) I , LL 1 II I I W O Il x oo LL II I I I I a) � � F)_ I III C/1 U Q W a W 4111 U r l w Z W= II U II it O — — — — — — — — — — — — — — — — - — - Iaw /1/1 �J w w iiial 0- 0 Q 0 0 Q Q ix Issued For F L- No. Date Comment 0 I 2/15/IS COORDINATION w9 i_—_—_—_—_i_—_- —_—_—_—_—_—_—_i_—_—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_—_—_—_—_- —_—_—_—_—_—_—_i O 2 2/28/18 ACC FINAL SITE Q PLAN REVIEW 0 60 Z 0 Q w 'W CRALULSPAGE w T MECHANICAL PLAN wit u o z EAST 'i 2 w 0 t,z 7 P O P 6 P P 6 P P NORTH >w w W W Project No. Scale: V 4 Q 18003.00 1/4" = I'-0" 0 z m Drawn By: Checked By: 9 i JAI-1 JDR w z 0= 'kb' M200a FCE ® z,a 02/141IZ9L9 ASPEN BUILDING DEPARTMENT ANJ Stamp Y ® T Y Y Y Y oki1:4= N r Ill w W (V I Z I I I I gn In it 111 / LA I-rat- I- . - 14 / ..A� 0O N • > X444 E Ilcz 3 0II ! z 14 o ct IC-5 PE Stamp CO , © �\,., mo '0\O FO-\O ,9 R 00 G� II FBI GO � �� �o GOB m ° oa II FC-2 WoIJ g I 4 o I I I 1 w W jm I I I FC-3 I m o \ / \ / I (Ft) W a �� L Z Q n0 A ,--4 ao Q p4 N �VD ft- x vZ O° ,y di U p ZWQ W J� W U z '1�N w a O - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - f� � � tin- in ix al 0- © - - - _= In ui ;o o a aty Issued For W L- No. Date Comment a U U I N O �— r_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_— —_—_—_—_—_—_—_—_—_—_—_ _—_—7—_—_—_—_—_—_—_r_—_—_—_—_—_—_T_—_—_—_ 2 2/28/IS ACC FINALSITE Q PLAN REVIEW o Z aW CRA PA � LULS GE W Tu . MECHANICAL PLAN w Lt u \ UJEST ,N z 6Tz Itfr LU z 0 0 6 0 6 6 6 6 6 N ;WX• W ul W W Project No. Scale: IY 4 Q 18003.00 1/4" = I'-0" 0 z m Drawn By: Checked By: i JAI4 JDR w�z 0% Zz>- M200b ECE ED 02/1y1 I29 L 9 ASPEN BUILDING DEPARTMENT AHJ Stamp cf--) N 0 P PP H111 W� �z. ,,, L,,, Li � co Lu 12/3(UNLINED,FC,4) CI O \4 O ' 0 V N LOPE 4"m(DRYER EA). (TYP OF V EE 24/12(FC-4,5 RAJ2/3(UNLINED FC-3)QUIEMENTS- RISERUNLINED FC!3) NE ig to iii FOWp�;1 .2 a l7 S1OR. -- C6 1 24/12 LV- EA Z 0) x I 0 ' BE OW 1 — — i~(UNDER LANDING) W 11� _ j 1 1 I 1 LA ooB FPY 0 r I 1 -/ m -Y I "�qq �l2/5(UCU-I) — �9/�-/y I- 1- T T 7 -I-I / 1 p- 01 u� J) (TYP OF 3) ��\Yi ' I1 1 I/ 12/3(UNLINED,FC-3) � 'J W ° �1 (TYP F 12) -LL} STAIR #1 _ II 1 _ .� �? —0 �I 2/5(UNLINED,FC-5a) X/X IPROJE 3TOq� 11 1 1 1 PE Stamp G� ?z ��� 'TYP OF 3) )C)�] EA) _ L 1 I/ - © O�S WI o \ / 12/5 lFG-4) �48C/121)RG-I 0A \ FAMILY a a a a a a a Q•�\ HALL �/ ®� /I (TYP OF 2) ro�F® \ R�0,2�11 cO\..s OC)- \0 p,, U Ion (FC ) RA !/ -12/3 5G-2 50 - 0 \0 �0 >�- w I - �20/12(FC-I FA) GO \v��0 /Ji lFC-2) (FC-2a) IT ± 0 ,��� 12/5(UNLINED,FL14)RISES O� m G z� 12/9(UNLINED,FG 3�A) a C 0_p 0 I 9 FV W e� hEN_r E 1(77(rYP of 5) 1111 m i B I TH #try u ATH #1 /1 — © _ FLUSH MOUNT HEATER 016 012 n I L _ ONFRATECH OR SIMILAR! 0 T L \ ,_ W mo ILL l.1 _ - Co) wlLc, #2 \ �,t.c eI �1� Q 10131r 412/4 SG-I 10 12/5(FC-2c) / W - - — I Q -Ls..., ki 111 I- IL iiiTI ::E51 - - I - - - - - - - - -I - - - - -�- - - - - -I - - - �./ - — � — � U ZW BEDROOM #1 0 1 © Li m 1 A 12/3(UNLINED,FC13) T Q O 1-7 =BEDROOM #2 / IPLAYRIJOM r A r�-� l me I 1014 I a s �12/X(AV EA) rT, 0 I FC-I) m } } Du�DDOR P ID a a POWDE 2 �e es� oe ee� w " � .tee "� ��HB ems, - - — — — — O � � 1Y> - - - - - - - � Wry _— m m l8/3 SG-2 350 132/3 SG-2 500 —-- _ ----—- w w POILt L -� r r T1INED,FC 12/3 - ITYPOF1) I I >ry 1 1 © IU 0 11 I I I Qo I 0_D 11 Issued For F� 1 No. Date Comment r 8 I 1 2/15/IS COORDINATION 9 -_—_i-------- —-- _i_ --—i—-------- _ _ -- _—_—_—_—_—_—_—_—_—_—_—_—_—_— —_—_—_—_ ___—_ _—_—_—_—_—_—_ _ O 2 2/25/15 ACC FINAL SITE PLAN REVIEIU �A 0 60 Q iji I I I HOT TUB T LOWER LEVEL w,1 MECHANICAL PLAN w 0 EAST A o T z + fr t,w 0 t,z 7 6 O 6 6 6 6 6 6 O O NORTH >w w ILw Project No. Scale: IY 4 Q 18003.00 1/4" = I'-0" 0 z 0 m Drawn By: Checked By: (4 i 0 ,JAI-1 JDR wZ zz) = M20 1 a FCE ® Z,a 02/1' IZ9L9 ASPEN BUILDING DEPARTMENT AHJ Stamp 0 0 Y 0 T (---1) Y ci--) Y 0...= N iz. r W c. W w N 1 Z 1 1 1 ._ _ .,\ ., di rar ail uo . 12/3(UNLINED,FC-14) CI O 4 Z 0 4"m BOILER FLUES.SLOPE 4"0(DRYER EA). (TYP OF U TS 3 5 V N MINIMUM 1/4"PER LF BACK TO, • Q �` XE 24/12(FG4,5A) ZLL 2ULI3) p�O / W Li III w = Qw na E}oW I � C6If + —.,ill _ Wiz, o /-� LAUNDRY 0 _ �C /� MI) p -1 c0^ Q (TYP OF 3) �, zw �LL�} STAIR #1 COo -1[pp�CHANIT(pl e 1 11 2/5(UNLINED,FG-5a) X/X(PROJE DTOR� PE Stamp 91 m 0 _ _—_—_—_—_—_ _—_—_—_-10091 _—® —_—_—_— _—_— �O _—_— 'TYP OF 3)— EA)----- --- -- ----- —_ •�\S mO f48/12 RG-1 84 \ FA17iTLlT \\ Q ` u 2 5(Fc-a) �(Fc-v ROOT �P r1 ®® HALL ® TYP of v O O \ 002 Q �\ 0 Lci \ 1 u 011 28/6 RG-I RA 12/3 SG-2 50 ..L 20/I2(FG-I F,4) ( N J I (FC-2) (FG=2a) I—� I� GOO \O ��O rMITI 1 1 a d 0 T 2/S(UNLINED,Fr 14j CIS E� GO m Uw O \flpsz- 25/6O �LI 0 •— I12/9(UNLINED,FC�3�A) • 0PEfJ=ITE (TYP OF 5) 1 \ W 0 O 0041 O IL W W.C. #3 BATH #;, B TH #� U :ATH #1 1— I I�l I _ O W X"m(OA).WRAP WITH 0196 I019c 4ii 1016 I I VJ lJ rw1} 91} m n 2"OF DUCT WRAP. LL LL - I AX V �\ I� l/1 ` t 1 'm RE:SPECS _ 1,11.1 11 mZ t� 1I 1 I FILL �� �_ u ,, X/X(UNLINED,OA). \ I \ / i 1/I I I I \ W WRAP WITH 2"OF DUCT W.I.:. #3 I W LC. #2 i�ILCT1 #1 h V I V I _ IL WRAP.RE:SPECS Real 110171 � mil' 0IFC-1 G-1 100 ®7 7 7 7 \ _—L7 II II I Z k/4(FC-56) Xp _..., ® �I fi W © 2/S(FC S ) 1] BEDROOM #1 0 A� 7 �� wui LI BEDROOM #3 (TYP OF 6) BEDROOM #2 PLAYROOM n 2/3(UNLINED,FG13) Z 1 o2t 101s 1 -- �12/X(AV EA) rT, w 0 I 18/3 5G-2 100 }J r�/F1 0 m POWDE � ,�° / (FC-U . -tie ems+-ter f 0 -._-•-• F+1 _ 0 — — — — — — — — — 1I — — — — — — — 1— — — -� — — — — — — — — — — — ' p. w ' W m19 m 18/3 5G-2 350 QI --FF1�. Z w f'1'),-`: U f m LL f m LL f CFC-I) L z W �LL M W IL 12/3 el - ------ --- H [ , ( u_ (T'r(UNLINED,FG- � -- 1W� _ 1— — YP OF-1) H ry iii = _ m'6 11 Qo Ii a if 1 Issued For Z r Z 1 II No. Date Comment 8 O —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_---------T--- _— —---_—T------- r_ _ -- _—_—_—_ 2 2/28/118 AGGRDIAL SITE W 9 1 I I PLAN REVIEW 0 Z QU I I w i' LOWER LEVEL WT MECHANICAL PLAN W>�u WEST ,-N- ftti w 0 ti O O O O O O O O O N ;XW W IY W W Project No. Scale: Ii Z Q 18003.00 1/4" = I'-0" 0 z m Drawn By: Checked By: 0 i JAI-1 JDR w z 0 = Zz) M20 1 b EctTi ED 02/11,M19 ASPEN BUILDING DEPARTMENT AHJ Stamp N 0 P PP H ,„ �z. ,,, L,,, Mq vl. ce CIg 4 z-—0 N • > X 'I I' Q E Iii,u_ I it �I �� 00LL W L I L z z 0 LOPE N ig Z oq X IT aBovEiO on a I." O 1-0 / .."— 32/3 SG-2 15�0� 2 3 -2 125 QUIREMEIATS. STAF1l�# 0 lPG STAIR #10.4_ . o l it 1 v 30/3 SG-2 150 1 (FC-4) 101 90/3 S�C_2 400 ) p- U 0FG-4 AT LANDING) a UP GALLERY ENTRY 6� oUP a 11061 DNQI PE Stem �` Z 3 p CJ `� O �\ m O - - - _ J REF. _ V :\...\ ��0� \0� 00 'IE0IK evIl�rl 'x= II C_�G' >_0ij 1�LL INN + 00 I II G�� � _ II I G o —I 6 OO I1 / O I2/5(G-5a) I N o s (TYPI,OF 3) ®12/6 SG-I IT5 W 0_ _ I '� _---_----_----= II WIDE 1FC-/)PANTRY II 0 1 1,/U __ 11 12/5(UNLINED,FC-5 RA) 11 I1MB I GO I I II n il m(TYP OF 8) I V I m 0 >� il • MUDR4IM II A 44$/6 9G-1 400 0 I1 I I II Q 4 1 l C-3-3 UNPpEI� Q I v • SUSPEVDYd'bHELN.1G) II DINING ROOM Icy E I/� DOWN (UNLINED,Fy-2c) ? 104 103 1 2 4 — ?Z V 12/5(UNLINED,FI¢-2 RA) ----- .—L L L L 12/8(UNLINED,FC-3 RA)pOILN Ir TI,I , I r DOUN I (TYP OF 5) Z II .. 11 1 1 O Il Q 12/3°.X.s-2 25 N I I L 'OWDE� #: I lFG-3) I I I I Q � ,� � d1PKN'----__. I109� I1 I - WI 00 z 1/ 4iz_____, , ___ -7 . q2G-IRA, W Q (01CU-UL U rQl Z :aaa jj_ii �; — — — — — — —d — — — — — — —�— — QOvOWnV V V V w W N ' 1\ f_u f T4/I2 RG-I RA ABOvE ,,ryry i I ,,ryry c``ry�ry n`ry r 1 r7, FILL @LL �m I HALL 5 EWNDED CEILING) �m I ern m m rn m ri W „ET)O 111 I (/\� I/�I I T+ �LL}I }�LL }0LL }�LL }@LL T7} ICI r/� J al i ��g II —_—_ 1 11 11 tl I 1 1 I +T1 ' 1 III 1 111' f O , V�` ti-j III My� w(e OFFICE I 1 I PC) w°- 1121 III © w 0 ❑UTDOOR 1 I OUTDOOR I Q a (KITCHEN DINING 11 O Q ix- II III I I I Q cy 1 11 Issued For Z No. Date Comment 0 1 1 I I I I I 1 2/15/I8 COORDINATION 9 —_—_—_—_—_—_—_ _—_—_—_—_—_—_ _ O 2 2/28/18 ACC FINAL SITE �Q PLAN REVIEIU 0 Z H MAIN LEVEL w T MECHANICAL PLAN 8 W U EAST o T Z + fr t,W 0 11 6 O 6 6 6 6 6 6 6 6 NORTH >w L Ill III Project No. Scale: W Z Q 18003.00 1/4" = 1'-0" 0 z 0 m Drawn By: Checked By: 0 i JAI-1 JDR wZ zz) 0 = M202a FCE ® ZQ��a 02/1$/Z9L9 ASPEN BUILDING DEPARTMENT AHJ Stamp 00 Y D T 0.... N Y H Y iz. w 0 r III,, CI1 VI In NQ W ral / LAii] co ce II CI o z o 0• N '1 4 24/12(FC-4,5 RA) II I.7 � � LL O RISER _—_—_ —_ _—_—_—_ Ili w \ 'E ig to ii-, III 4"ro BOILER FLUES.SLOPE 7,,:,„.„ + Z X . 0MNIMUMI/4"PERLF BACKTO - oDN wNQ 0 InBOILER.TERMINATE ABOVE '�ROOF.INSTALL PER //q 32/3 SG-2 151D 3 0 MANUFACTURER'S REQUIREMENTS. // STia4I II (FC '� w(TYP OF 3). 0E 30/3 SG� (FC-4) p- rLA �� oUP GALLERY ENT II 01 ToUP 11061 is o= 4"ro(DRYER EA) �VPE Stamp ,�\ G� mN F WW i� 1 --11 . �h REF. _ �� F o�a\o, Fo , \o� o MID II I (' m o — lj 6 I I I GO Z° _ I L. 8 0� I 0 , m 12/5(C-Sa) q III N p — � •k::a::::::::::::- :::::.. (TYPi OF 3) 0112/6 -1 115 II W 0 I I 1 V II WIDE (FC- )PANTRY II 11 0 W Iy, �12/5(UNLINED,FC-5 RA) 14 � d F m "1. . CTYP OF N CII a eII O liQill , azzyz GARAGE I u II MUDROOM O�rkc63yU 4m0 a II II _ IT)r " V ® II V II lira 8 SUSPEVD�LI JG) II 1 DIN. 0 V� H IDOLN(UNLINED,FC-2cJ �� II I104II 10 /1 Z 12/5(UNLINED,FC-3 RA)IPOLN LL D II I DOLNNLINED,FC-2 RA) YP OF 5) I Z 11 t--1 Q O 12/3 SC-2-2 25 O N €ES EF-x I / I El 0 ��.iP O 109 O 1I 1 . - 1 Z 6/X LV-I OAS!v_� 44c1 RG-1 RA / 7 w Q Wcu-v U [0 z © ;000 SZ%J�� �� �� _� �� %J%Z ����� ll 1 IIm a - I - - - - `LI "" zm 17) U f , /12 RG-I RA n O CU-I Cu-3 CU-4 w CU•5 a ILL ,-, HALL ( �ABOVE m^ 1 0 I S SPENDED CEILING) W m 3 �LL�f f P LL� 'I f Q(-1.a j O _ _ _ _ _ _ _ C88H®S® C==B®8)B� _ _ _ _ _ ____ T 1 I T �1 T tt �� _�__ 0 II II W U.,1 it} bu- I I I 1 ,. w0 ❑FFICE 11PC) _w IL DUTDDOR 1 I OUTDODR I I Q (KITCHEN DINING II >z Qif II Issued For F tii No. Date Comment 0 O _—_—___—_ _ _ _—___—___—___—_ I I 2 2/25/1S ACC FINAL SITE �Q I PLAN REVIEW 0 0 w "� MAIN LEVEL Qw T MECHANICAL PLAN W�u UJEST ,id.),z 6Tz w 0 t, O O O O O O O O O N ;XW w Iv w •w Project No. Scale: IY 4 Q 18003.00 1/4" = I'-0" 0 z 0 m Drawn By: Checked By: 0 i 0 JAF-1 3DR w z= Zz) M2021 Ec ED 02/11,M19 ASPEN BUILDING DEPARTMENT AHJ Stamp cT) (---T) (---T) (-T) ci--) cT) ci--) (-T) 0....ci--) 0 ▪ � � Z 04. � In W J DI�, ail o ce . OQ o ui LOPE CI) U r 1.4-' AeOVETOI CI�o z'— o m Z OUIREMEI'TS_ U 0 'n • >4 -4 X 'J'IINATE 20/14 lFC- 5 RA) 4¢ 0 \ w o L "I O• 46 z mX , o r. W Oin 14 STAIR #z O Ca `� 1- 0 w MAST 48/14 RG-1 RA 12071 DR . iy HIS (FC-z.5) p zw I �2,LL PE Stamp SAC z (TYP OF12/5 1NALL 4ED,FC-5 RAJ H2Ol GOOD O-'(��G 0 0- 48/4 (Fc35mO 0 ll G 0 t H No ION,(KITCHEN EA) W o A- TERMINATE ABOVE ROOF WITH 1 0 W WEATHERPROOF CAP I� m 2 0✓3 SG-2 250 L (FC-5a) Q L Zj Z MASTER DECK O Q a BEDROOM I Qp4 VD �� 0 i D rJ C diN U p WQ W Z�� — —_— — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — L— — — — — — © � U W44 f eLL 1 1 Q pl H © _ ,- o 0 Q 0_D a if Issued For W W No. Date Comment r 0 I 2/15/18 COORDINATION B 9 —_—_ _—_—_—_—_—_—_—_—_—_—_—_—_—_— —_—_—_—_—_—_—_ O 2 2/28/18 ACC FINAL SITE A PLAN REVIEW 0 60 Q w UPPER LEVEL �w T MECHANICAL PLAN w Ly u EAST o T z + ft t,it 0 t, 7 6 O 6 6 6 6 6 6 6 6 NORTH w z w w Project No. Scale: V 4 Q 18003.00 1/4" = I'-0" 0 z 0 m Drawn By: Checked By: 9 i JAI-1 JDR w z 0 = Zz) M203 a ECE ED 02/11,M19 ASPEN BUILDING DEPARTMENT AHJ Stamp 0 0 Y 0 T (---1) Y ci--) Y 0...04= N r)" In CAW ) VI In �Q W DI Le• ail Lu ti 4'm BOILER FLUES.SLOPE O .- 0 1 EO MINIMUM 1/4.'PER LF BACK TO BOILER.TERMINATE ABOVE Z ROOF.INSTALL PER CIO �Q Z 0 MANUFACTURER'S REOUIREME1 TS. 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(TYP OF 4) GO H _ J INSTALL A' ONE W CONTINUOU.GRILL ' 10'a(KITCHEN E� IC I -ti TERMINATE ABC' W 8/4 RG-I XFE�2— f12/4 TG-I 'ER �� - WEATHERPROOF 0 Ir — 7 12/4 EG-I X -� F 02 ,, _ 7 ~(EF-X) _L ■ -7(0- RYs-IRA I 1p 0 CFC-5) I Q L b 3 SG-2 250 :Q 7 CFG-5a) u1 E I 4 a,,Z MASTER MASTER DECK O BATH \ BKllK OM 11 p4 N 203 _ 202 u 1-0 , - U p Wa © _' _ <CU WW zw .,,. 0 Z w= U �� 9 li W �� .� �u I Q W.a �_ faLL C4 42 0 — — — — — it� L z 0 I IIPOW Li °- © - ----- H H1 w 11)0 ;0 0 Q Z if Issued For W� No. Date Comment 00 O _—_—_—_r_—_—_—_—_—_—_—_—_ _ _ _ _ _ _ _—_—_—_ 2 2/28/18 ACC FINAL SITE wQ PLAN REVIEW 0 Z I I I I I I I I I ZO Q w I I I I O, UPPER LEVEL w T , MECHANICAL PLAN w iz u \ UJEST A N z 6Tz It t,z O O O O O O O O O N ;wXW Ill W W Project No. Scale: lY Z Q 18003.00 1/4" = I'-0" 0 z 0 m Drawn By: Checked By: 0 i 0 JAI-1 JDR w IT Zz>- M203b,FCE ® uz/141IZ9L9 ASPEN BUILDING DEPARTMENT ANJ Stamp OM' CV CI 1 4 0 In In ri r In w CA ) In VI X�A X.B 9 X�D aW : co L o CI o \4 z o O N • )- > X UP � 4 , zLL it W W 1 _ co �z x.i — — — — — — — — — — x.i x.I -—-—-—-—-—_ - -—- II i -—- -—-—- x.I 11:4 z X r o II � El ll I I II zL PE Stamp 0 ,I I O BED-ii Q\\Pto ti � ,\O 0 O IA-11 Ca FL G (---- 0—ErnTH GO ocTi° Z I'''1olY LE[ � STUB. 1 HALL �o- H1 H_ T x.2 x.2 X.2 — — — — — ~� w / D — — — — - o REF, — —go O m 0 y, W g STORAGE `'r-:'%` a,, ?E KITCH4I NTRY LL I 0--------—-—-—- -—-—-— ----- X.3 0 ------ -I I - - - X.3 WV.) Oi CRAWL SPACE I I `/ O w Z E4' HIGH / STORAGE] - - Z a 11 LIVING W ' NU ww r0� �J 0] DECK V H 0 P4 � Cn � f O II X.4 - - - - - -, - - - - - - X�4 X.4 -—-—-—-—-— II W II II I_ --- X.4 1� w� 1�1 w 0- w y= aQ K IL= Q w Issued For Z 1 No. Date Comment 8 I 2/15/IS COORDINATION 9 a XIB XIC XID 2 2/28/18 ACC F SITE Q XIA XIB XIC XID PLAN FINAL NAL I 0 0 L 0 Z U w ADU w T MECI-1ANICAL FLAN i N OTz fr'A w 0"2 z Q �-w NORTH Ww w ,Iv Project No. Scale: Z Q 18003.00 1/4" = I'-0" 0 z l m Drawn By: Checked By: (4 i JAI-1 JDR w z 0 = Zz>- M204 FCE ® 02/141IZ9L9 ASPEN BUILDING DEPARTMENT I TYPE AI I 1 TYPE AIN/ I PINHOLEDOWNLIGHT VF100 Series-9022 Trim VF100 Series-9022 Trim are °~'�" '"SQUARE ADJUSTABLE FLAT ACCENT DOWNLIGHT 1-LIGHT SQUARE ADJUSTABLE FLAT ACCENT DOWNLIGHT 1-UNT G I Ll ILLUMINATION TRIMMLESS MR16&CMH LR ILLUMINATION TRIMMLESS MR16&CMHLIGHTING REDEFINED LEGEND 1^P"m Iry°e 1`"90O0xJOBIT 1 PROJECT 1T9E `^r"LOOX°uxn J _ 1 IDS LIGHTING DESIGN GROUr,INC. 9022 sgMRi A0.KIBrABLi Fur AOOFM TM1a N,00 Saves p,,eaw'e0 Owvnlgn'.aver 9022 :ml �B NG.exI teora6pnxa aup,aamGlepean,apmaw,alame Pcnoeclua�neualrv,Aveeablemen reG a daN�neli=.pmduGalG,ne ,„°1,d.slw Avmebe hen ml u C CEILING MOUNTED FIXTURE p HOT ELECTRICAL OUTLET 1200 BANNOCK ST. wars,.SOW, reMm Sower �� can u ., IS M� DENVER,CO 80204 44111111111110111 GFI 'I GFI PROTECTED OUTLET TEL P 0, HANGING PENDANT OR CHANDELIER II WWW.186GROUP.COM Air WP F�..wn0.enw. w.x,.�.nn amwo _ m __ o'sin GFI WEATHERPROOF GFI OUTLET 1:1119 . : ..r .7i. 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FLFCTNLIL ovrPVL°e DOOR JAMB SWITCH At0]5WWPSASede.isww of Me brightest and smellest product Re.4 per,xg.I.aApernB Characteristics Technical Data Ordering Guide E LOW VOLTAGE OR LED STRIP US t t r v,bl at .a•Stainless Steel mounting hardware mllable.ProtluG is rated NVOC and Is available ln300K 3000K. Nn,nJ •mr.<.r.su en,U stabilized rose server eosins 4000K,5000K.Red,Blue,Green,Amber.and Rea.Interior(Darn pr.Wet mxSSgx6 v ®Le. Nmnal vie m i KEYPAD Path light features either Bolt or stake mounting options Location(WO. ` , "reR ■� °. Man,. �� FIBEROPTIC ILLUMINATOR IA ............ONS ss x ssx ire i TEMPERATURE ....— Available n.xmAse esrca..om ere -P,nare.a-e wu mnn �. a.,.illn �' "rEK°rtrI LOLDR RECESSED LINEAR LIGHT LINE VOLTAGE CONTROL SYSTEM DIMMER war.'..<,. \ aMMNG ,agq 0.CM - wave n..m3 .inn © B1gV NRt6 Q DIMMING ..w w.ss.o.me ` min, a ExsTaRae esLDFG rW. RF TABLETOP KEYPAD ® RECESSED LINEAR WALL WASH nn xo' °°°^' '°' .,. - a101'-- �x�.ea M wq',a r. s r .,remrm. ° n .. m, ® LP () SURFACE-MOUNTED LINEAR LIGHT d RF LAMP DIMMER-PLUG INTO HOT OUTLET sue>„^^^ ross e mxxaTaGAema-C"a..a,xenNuming 9P e<w a.m rzn.n WALL-RECESSED STEP LIGHT CIRCUIT NUMBER CO TORE VERIFIED we.n,F °e. —_-d + • roxalswtt Po" Pmws WITH ARCHITECT w () IN-GROUND WELL LIGHT . TELEPHONE sn xr„a .Nuf v.F.r..rao..,s.,.a..e..u.,,.., Ulanllablef,. °gI seea°autx.rea n°...cus.s-us ® POST TOP LIGHTVCe DATA OUTLET Q NP SIFLOSERACFABLE Y. .01511.T.1 ao ..r,.�,... s=riamnA.eronle eno,,,.a,,.o,i F vs• .1 am iH SYNTRA PATH 'i' LANDSCAPE ACCENT ® CABLE TELEVISION OUTLET Q p///��>�\\�� EXTERIOR PATH LIGHT O SATELLITE TELEVISION OUTLET ,...,.n,....�.w,r......,r.mq,..ban.�MANI LED LIKOMF TRroNvFORMERSw 0 xr x . Lateral C _ �e i Er_ us. 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JE c� CONFIGURE THIS OD C 0 weir.n wg gp1=1. w.,n,,v wnia'IL fir aeon n- r n,Ne.., gym'+.mX°m•°.."w".m.=r.rn�ru.nm. wY .a..rm. uM®.won• —r �woL�u N— Voltage 12 ■ ■ ■ ■ ■ , ._u- . :.M :w:.,. -=r....„or.ow . car�IN�wIan...,rz.n,ee TABLE OF CONTENTS • I Ian .•cal waP III III N Nl heroin.e.and one Imam 1/2,P7 threaded hdes. Tat:======"'" DATE REVISION&ISSUE I a PPel..d I A''II :1 rw."..nn.,Lees _...ahem peL,,.m^L...e 2018-01-29 MEETING ea ever. 2018-02-14 PROGRESS 1 l� mamm.m = ma LIGHT.1.001 STANDARD LEGENDS & NOTES 201802-28 REVIEWAL SITE PLAN w., ,,j�_ Amy,�' GPECIFIOnI^oYmmG sine' �E 0 8 ,�. amm,. _ m po 1 LIGHTr2e001 LOWER LEVEL EXT LIGHTING PLAN • Probe.W. EniE1_ .FL ,wa. FEra. 1�I LIGHT.2.002 MAIN LEVEL EXT LIGHTING PLAN Nsr DRIVER WIRED IN SERIES REMOTE DRR ED Odlu Lanni comer _ _ � DN,,,.a, camel mrya,Gl.a, LIGHTr2e003 UPPER LEVEL EXT LIGHTING PLAN. f.wm— am,...—..me,.:, A G ,.n,nWnm nbmN �n=�Mt� 11 LIGHT.2.004 LANDSCAPE LIGHTING PLAN NOT FOR -- !EII:=U; Finis,UnAnIshed le stendail.no speollloollon copper c.a. p ml n TnFIeWMarto analural Ina The tonspooeesle,nme.e,.n e,w.°wd .e,e,.e CONSTRUCTION ,, 6U FINISH alms WOOD LIGHT.2.005 DRIVEWAY LIGHTING PLAN• a aanalel 'NNWIIroe INTEGRAL DRWER.rRNSFDRMER �� —" 1 �: 1°oscx Nr Z Ian) . ill PAGE TITLE: J. Tr4rAmm���It� LEGEND `s®Ia e"wxR„I¢ONUP05n F )/ 1-PI'0RO°m- MADE IN USA &GENERAL NOTES ACCESSORIES 'PVC Carinar One A .a.w. le.�.H..E,.0-aw.Rtt.RFL�I-DMI INSTALLATION INSTRUCTIONS (' E3-80 — tl[µ °[eX1XLren/Beam .www.. STANDARD LEGENDS & NOTES — — �� Am..aRlle.l am.... 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