Loading...
HomeMy WebLinkAbout2005 permit including 1997 plans01 2Doors 4 108 & 109 N. Sale n8 z Bath 8( 3 Picnic P. tios Plan Sok: 3W-31W n•3srny nmfo'S_ Fi .t n'Fnver va4 _ ��eTA"em6ry a...Jie.v.f en mtey r r PNr �. retl nnwlien sa 4 New Entr - tair Plar N^.¢ AJi new sue6po In be CIA—d 8ufl 5 In..h a:i.EnS..rt —+ rpTa pRF/F b r.E ifpKFDQIr b MPP-+eO b'1 0.+NF1� tEF'%E PifnV Pf Gn.11T¢ll'TwN y,Vrae tJ .N'2n TW SE of WifiN6 i#fio fHI4W Nh 4.N£T iJ axW. K M1 i PINKM �Nf W44 7 v�.r.yn�✓n s'.rn�� L Nu MIf µ owuf .SI FEB 1 FOR CODE C, °ERMIT NO. 000 0 0 5 GVNER ADDRESS oC> 31C-W `�C" Dr C', i Y c6 II ZIP r1'% 7,--LLID# 2a ss o130-i-fI-2- Separate permits are required for electrical, plumbing, or mechanical work. Ms CO viMlN � . y Ne SOIe e Fx ` EB 01 2005 ASPEN BUILDING DEPARTMENT RnJRYI�jFWaxo-2 S�jM{KEs oPr-.o.,ao zwP,w i2' F.1am�rAY^c'N4 - ry Stair E CEIVED OCT 16 1997 ASPEN I PI -MN COMMUNffY DEVELOPtAE 1�(1 ;J REFERENCES FROM 2003 IRC CS/CV =crawl space ventilation required sec. R408-I Access required R4083 EE =emergency escape required sec R310.1 ES=elev'ttor ch Tfi IIIR I42 with '10 n'n Iin Uv (yC{L 2'e::),,ry E11= enclosed usable space under stairs shall he 1 " GN p required. R31 1 22 G/D = guraae/dreelling separation R309.1 and R3092 N1 = wood not allowed to support masonry 12606-R610 RV = roof and rafter Ventilation required R806.1 A = attic access 22" is 30" R807 SA = smoke alarms (NFPA 72) required sec R313 = sa&t el.Tzing required scc R3118.4 STO = no recesse tg wat sq sur tg only I outlet/I 00 sgtl V = ventilation required sec R303.3 GR = guar rat s. nun it max opening sec P312 Nld = handrails 34'-38" ht see R311.5.6 W = w1n ers nua[ Inevure 6' nun at narrow end sec 11311.5.3.2 RR = rise and run < 7 6'- rise,1 10" run R311.s DV = clothes dryer eshaust (sat G2439) M I501 Sl = suinwa1illumination 1003.E r REFERENCES PROM 2003 APEC'C New or replacement elazinx shall not exceed 0.40 tl-Value NFRClahel required see �� •�JiL. 4 �K4 �OrH - M I n �O ��1/� — — — Q 3A •�•3. � lZ.iser ln� i�L��l-• ...�. y-�e_ fYFi2r Lt�,911i w/?n ezn'A -C�ti. L%4 ©4 S tYs 1�t I 1Z 3 Ils.3.2 �►'d ��yi„ • J ..L gam.-ks+ -}Y�s1�! de��^ w`� c✓L••��t�.51n� m•� S_}r-v�(s rlos n9 nof_ 1•e5.5 6�` wl�JDtia fFSerS.1 314s IV, Q �Ync<��(✓e+c. d BEDROOM WING .1 I 1 1 ON I.. —t - - - -- - FADE OF COL- I AT. FM. FtR � LANG9i6 A^811C+i 11/Y CGNL. TLPP6 R FRAMING BELO 1cva va — I FIELD BASED ON 1F FINISH MATERIAL 4'q TO F m LIMESTONE SUB RISER AND TREADS MIRRORS TO BE REMOVED RAIL WITH WOOD GAP MIRRORS REMOVED -PLASTER !CEILING NO WATER FEATURE -PLASTER 0 CMU WALL 24' PONY WALL a 12" WROUGHT IRON RAIL WITH WOOD LAP PER IRO LIVING ROOM �1 NOTE: WOOD FLOOR AT LNING ROOM FELL 103 2005 FOR CODECOMPLIANCE 5COMPLIANCE OF U040 G tz x, P_� O r. FM. FI.R. wiX6 Ro'JM . IO7-113/0 ra^ cvw �a1cn s 24. PONY WALL 1 13 WROUGHT IRON RAIL WITH WOOD OAP PER IRO REPLACE EXI5 nNG WOOO RAIL WITH 24" PONY WALL 112" WROUGHT IRON RAIL WITH WOOD OAP PER F-WR'� IRCp�/'►���] PARTIAL OR FLAN__(m) 0 1/4"= 1'-0" FEB p�1..i� I 1 2005 � �1V1O 2 4 9 BUU MIG DEPARTMENT Z KIDS PLAY ROOM 101 Ti-am. FLOOR J 5TORAGE 102 �SNOVVER� BATHROOM I 103 MEDIA ROOM 104 EXI5TING BATHROOM FLOOR PLAN rp nnn�nF RECEIVED FEB 01 2005 ASPEN BUILDING DEPARTMENT o tl 90 l � F C z�a 8 a mV a xzI¢ xa 5 U� I� a m° A E I0. aa�a S _ 2 = k AT o a = 9 o A2.0 POOL 04,3TA1.1 4 OuO5200F 4 J POTAMKIN RESIDENCE I100 BLANE —I ASPEN EN CO COLOROR ADO W INE ROOM L TO REM AND BATHROOM 105 EXPANDED TO TH WEST DOOR TO BE MOJED WTHN WALL 1 NpY TOILET MID ESTAL SINK WEPIA EX5 EN DOOR TO BE 0VE0 ANMD G BE `— 1 1- " C1�✓ O�� `� TO GLOSED OFF FROM OFT MP@AtN SLIVING GLASS BARN" DOOR FLOOR /—NEW A IE56 TO EXI57ING SHOP✓$¢ 1C� EXISTING / SHOWER - - - - - - tr o J �nSte I l � 00n S eA-5 4 KIDS PLAY ROOM 101 NOTE:. FINPL POOL DESIGN, REFIT T LORADO POOLSGAPES DRAnMMMMO0005 toa'o P POOL � 103 1 4 A6.1! 2 :- kokowA 9'3 VS' EDGE OF POOL 5'-b" WIDE INTERIOR WINDOW 12' APRON OF POOL MEDIA ROOM 104 — FLOOR TO GE FOLDING P D � � 170N SYSTEM BY NANA C., STAGKNG F FOR FOLDINb — D WINDOW SYSTETFA M I FEB 16 2005 FOR CODE COMPLIANCE RECRIE FEB 01 2005 ASPEN BUILDING DEPARTMENT POOL ROOM FLOOR FLAN 50 % O ] 4 B Y; 0 I sir rW E ¢� E mo o< O S� U wz a�oa �u 5 < G O 0. o4 All POOL D41 AA1.1 00u7200 .h Wl L.F TG 5L TftFPD. TW 1 VX LLNGRETE TOP 5l YIRADIAM HE T. .F 3 W L"MTD 215H2 TREPD, TYP. — LED STWG LI6HTM6 AT E ftF�ER/IFEAD TRANSIIGN.'IYP- 3/4- PLYYCOO 5L95TRATE. T'P. — 2[ vYJOD F Ha A STN STFUGILRE. Trn. — NEVI UMCREfE WB - SEE PLMI. TYP. — /I 0 r J- 3/4' LM TQ SLIB TftEAO, TW 11/�' GGNGftE'fE TOPPM6 5L WFE 1D HF T. 3/4' P�TYtl00 5U35TRATE, TYP. \ YCOO FRAMM6 LN.OMb STfiUGTLRE -SEE PLAN. T'P — \ EW0Rrk---,3 FEB 16 2005 0 FOR CODE COMPLIANCE i - FEB -01 N 5 ASPEN BUILDING DEPARTMENT DETAILED ENTRY HALL STAIR SECTION n o w F QCO oa .E °�ga ao E mz� zx ra mV a zWW Abu U F a Yq�/I o G �e a =Fe o9�m A5.3 MAIN HOUSE otm-I o - --------- ------ ------- z le- a Y y�...... ...__. _ ___ i.01'YNI[IIfPU fM11NO pAµ111 PO _ Ju' '"�' PARTIAL RC HALL POTAMKIN FLOOR PLAN o • 132 RESIDENCE � `•w n. n.,,e n 1100 HLACKBIRCH LANE ASPEN COLORADO �m 915 BLOKE AVENUE Pa1JI111noDuriMl Im, f1LENWCKID SPRINGS C'OLORA1Xl Sin]I PBlNh49]019JA FAA 570l 4Ja rths hru cp I oM ni.mm � j O O C l N CD CD vl PROACT No T115 PLAN 15 TO ADDRESS ADDITIONAL RUNOFF DNMMELT STORAGE FOR THE DRIVEWAY IMPROVEMENTS ONLY. AN E>mnn0 DRAINAGE STORAGE SYSTEM IS N RACE SGN HAS NO KNOWLEDGE OF THE HISTORY OF THE DGSTNG SYSTEM NUR WAS SGN ASKED TO VERIFY THE SPECIFIC CONDITION OR FUNCTION OF THE E)GSTNG SYSTEM. THIS PLAN ADDS STORAGE VOLUME AND INCORPORATES MAT STOOGE INTO THE EXISTING SYSTEM. IT IS DESIGNED TO WOW N SUCH A MANNER THAT NO ALTERATION TO THE EISTING SYSTEM IS ANTICIPATED. THE DDSTNG SYSTEM CONSISTS OF A DRYWELL NEAR THE ENTRANCE OF THE DRIVE INS DRYWRI HAS A P' OVERFLOW UNE MACH CONNECTS TO THE SECOND SOLID WALL MANHOLE NEAR THE GARAGE ENTRANCE THIS MANHOLE HAS A 2' SUMP PUMP SYSTEM FOR OSUHARGE. R 1S THIS MANGE THAT A THIRD MANHOLE SHALL BE ADDED NEARBY AND CONNECTED. THE NEW MANHOLE SHALL WORK IN CONJUNCTION WITH THE WATER LEVEL IN THE COMING SUMP PUMP MANHOLE LOT 4 I I I I I 1 I PrIO&CY NOTE& 1. ETEVATION4 MS PLAT/ . _--ES N1 ELEVATION OF 100.00 FOR THE EIGSDNG LID OF THE SUP PUMP MANHOLE NEAR THE GARAGE ENTRANCE. 2. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND ORIENTATION OF MANHOLE AND CONNECTOR PIPING PRIOR TO INSTALLATION. 3 CONTRACTOR MAY USE HOPE SLOPE GRADE RINGS FOR THE RIM OF THE NEW MANHOLE. :111111111:XXI-T11-,Ir.i16-ayviila.m::LMm:i.I:II� l#+yf S. FOR MY COME INTO THE DGSTING OR NEW MANHOLE, THE CONTRACTOR SHALL USE NON -SHRINK GROUT AROUND THE PIPE I. NO ALTERATION TO THE CURRENT OVERALL DRAINAGE PATTERN IS ANTICIPATED. 7. GENERAL LOWPOOM OF THE DRIVEWAY SYSTEM ARE AT THE TWO EXISTING MANHOLES AND THE EISTING TEHCH DRAIN IN THE CONCRETE SLAB N FRONT OF THE GARAGE MY OF THESE AREAS ARE SUITABLE FOR DRAINAGE COLLECTION. KEEP 2% MINIMUM GRADES. SUGGEST A FLOWU E BE DES I D INTO THE DRIVEWAY NEAR THE HOUSE SIDE OF THE DRIVEWAY (SUGGESTED ALIGNMENT IS SHOWN). UST OF ITEMS FOR CONSTRUCTION: -S OF BARREL OF 4'e MANGE -7 MANHOLE CONE -WATER TIGHT SEALANT FOR MANHOLE SEAMS -GRADE RINGS, IBM AND UO (CAN BE HOPE SLOPE RINGS) -50EDUE 40 4' PVC (GTE STIOC) ,NON-SHRBK GROAT -LEVELING COURSE OF AGGREGATE BASE COURSE UNDER MANHOLE AND FOR BEDDING 4' CONNECTOR PIPING -OCYCLE SAFE MANGLE IDS (2) GRAPHIC SCALE N mI_ra M1 SCwL 11 20' Q EXCHANGE EX. MH SOLID LID FOR BICYCLE SAVE GRATED LID EX. 2" PVC OVERFLOW LINE�� SUGGESTED FLOW CONCENTRATION PATH LOT 9 APPROXIMATE HIGHPOINT� — — — — — 10' UTUUTY EASEMENT Bp5Y5 V I •i 1 >� I I I 1.9' J SO INSTALL NEW 4'0 MH RIM=100.83' INV MH=93.33' INV 4"=93.67' INSTALL 4" DRAIN PIPE KEEP POSITIVE DRAINAGE TOWARD EXISTING MANHOLE I/ EXISTING DRAIN LINES LOT 11 02022004 To -ka.•-(, le- G ufv ZCoo r3G;.C.. Dr '2,7 3S6 1 30 Zo 17 DRAIN ARROWS MIN. 2% a' TWO SR r FRAME MINE y G LOT 10 1.507 Ac +/- TIR) S704r fRAAC 1KWE vnNaa PA M N NY( III. 0 ELEVATION NOTES: n SET EXISTING MANHOLE LID u� NEAR GARAGE AS 100.00' C � ISTING SUMP MH—c0 QE%"HOLE FOR 4" CONNECT PIPE TO NEW MANHOLE-- _ FIELD VERIFY CORE-L-eCA 28.2' ___L____7 1(r UTILITY EASEMENT (RELOCATED) / 4 W.PI• 4VfEY EXCHANGE EX. MH SOLID LID FOR BICYCLE SAVE GRATED LID RECEIVED OCT 1 9 2004 AJrt11i BUILDING DEPARTMENT SCHMUESER GORDON MEYER "S!W"- AETn�W u� bDA° 8rrr�r Iry I I a W. 6TR STREET, SUITE 200 1 RELGSC FD,V RENGTF 9/TB/ON RI9 DRIVEWAY wa.a er RLB (i GL70) 94 SPRINGS, FAX (970) a BOI pOTAMKIN RESIDENCE DRAINAGE/SNOWMEL s�zs�w 1970) 945- 1004 FAX (970) 945-5949 GEM. SCHMUESER GORDON MEYER ASPEN, COLORADO (970) 925-5727 A, CRESTED BUTTE, CO (970) 349-5355 CITY OF ASPEIy STORAGE PLAN e"olnaana a Emaa.egmeer®gmttcom GIN.]Peom N.0 POTA?d]W PROJECT NOTES THIS PLAN IS TO ADDRESS ADDITIONAL RUNOFF AND SNOWM ,. .ORAGE FOR THE DRIVEWAY IMPROVEMENTS ONLY. AN EXISTING DRAINAGE STORAGE SYSTEM IS IN PLACE SON HAS NO KNOWLEDGE OF THE HISTORY OF THE EXISTING SYSTEM NOR WAS SGM ASKED TO VERIFY THE SPECIFIC CONDITION OR FUNCTION OF THE EXISTING SYSTEM. THIS PLAN ADDS STORAGE VOLUME AND INCORPORATES THAT STORAGE INTO THE EXISTING SYSTEM. 17 IS DESIGNED TO WORK IN SUCH A MANNER THAT NO AL7ERATION TO THE EXISTING SYSTEM IS ANTICIPATED. THE EXISTING SYSTEM CONSISTS OF A DRYWELL NEAR THE ENTRANCE OF THE DRIVE THIS DRYWELL HAS A Y OVERFLOW UNE WHICH CONNECTS TO THE SECOND SOLID WALL MANHOLE NEAR THE GARAGE ENTRANCE THIS MANHOLE HAS A 2^ SUMP PUMP SYSTEM FOR DISCHARGE. IT IS THIS MANHOLE THAT A THIRD MANHOLE SHALL BE ADDED NEARBY AND CONNECTED. THE NEW MANHOLE SHALL WORK IN CONJUNCTION 'MTH THE WATER LEVEL IN THE EXISTING SUMP PUMP MANHOLE. LOT 4 PROJECT NOTES 1. ELEVATIONS: THIS PLAN ASSUMES AN ELEVATION OF 100.00' FOR THE EXISTING UD OF THE SUMP PUMP MANHOLE NEAR THE GARAGE ENTRANCE. 2. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND ORIENTATION OF MANHOLE AND CONNECTOR PIPING PRIOR TO INSTALLATION. 3. CONTRACTOR MAY USE HOPE SLOPE GRADE RINGS FOR THE RIM OF THE NEW MANHOLE. 4. NEW GRATED UDS SPECIFIED SHALL BE BICYCLE SAFE. 5. FOR ANY CORING INTO THE EXISTING OR NEW MANHOLE. THE CONTRACTOR SHALL USE NON -SHRINK GROUT AROUND THE PIPE 6. NO ALTERATION TO THE CURRENT OVERALL DRAINAGE PATTERN IS ANTICIPATED. 7. GENERAL LOWPONTS OF THE DRIVEWAY SYSTEM ARE AT THE TWO EXISTING MANHOLES AND THE EXISTING TRENCH DRAIN IN THE CONCRETE SLAB IN FRONT OF THE GARAGE. ANY OF THESE AREAS ARE SUITABLE FOR DRAINAGE COLLECTION. KEEP 2% MINIMUM GRADES SUGGEST A BOWLINE BE DESIGNED INTO THE DRIVEWAY NEAR THE HOUSE SIDE OF THE DRIVEWAY (SUGGESTED ALIGNMENT IS SHOWN). I ICT OF ITEMS FOR CONSTRUCTION: -W OF BARREL OF 4Y MANHOLE -2' MANHOLE CONE -WATER TIGHT SEALANT FOR MANHOLE SEAMS -GRADE RINGS RIM AND UD (CAN BE HDPE SLOPE RINGS) -SCHEDULE 40 4^ PVC (ONE SICK) -NON-SHRINK GROUT -LEVELING COURSE OF AGGREGATE BASE COURSE UNDER MANHOLE AND FOR BEDDING 4^ CONNECTOR PIPING -BICYCLE SAFE MANHOLE UDS (2) GRAPHIC SCALE moe h-n T m x S - saMer- zo' m� 09� EXCHANGE EX. MH SOLID LID FOR BICYCLE SAVE GRATED LID \\ EX. 2" PVC OVERFLOW LINE \ SUGGESTED FLOW CONCENTRATION PATH --I` LOT 9 APPROXIMATE HIGHPOINT� 0UTILITY EASEMENT /uM<0 WR. CW JL — ATIIi..--- 6 SCHMUESER I GORDON I MEYER [NOINC(N9 S SVRV EYO F9 E-.11 ESER GORDON MEYER rH STREET, SUITE 200 Bu=, CO (970) 349-5355 o LOT 11 6c 1 BAys OF I SnNyp' I J — I mars• v INSTALL NEW 4'0 MH RIM=100.' INV MH=93.33' INV 4"=93.6767' INSTALL 4" DRAIN PIPE KEEP POSITIVE DRAINAGE TOWARD EXISTING MANHOLE I I I I EXISTING DRAIN LINES POTAMKIN RESIDENCE CITY OF ASPEN m DRAIN ARROWS MIN. 2% SB0*46's rAjOin'ouA.VIY ua ao EIES WG 131.80' a 6• 7xn s7aer FRAME 7aIFE 2 O LOT 10 1.507 L /- /MD S)DPr MME HCWE �FIRr eww 02022004 ELEVATION NOTES: n SET EXISTING MANHOLE LID v -A rn� NEAR GARAGE AS 100.00' \ N n EXCHANGE EX. MH �^ SOLID LID FOR BICYCLE t SAVE GRATED LID I EXISTING SUMP MH-90 E_'`"� HOLE FOR 4" CONNECTOR PIPE TO NEW MANHOLE -- FIELD VERIFY C RZ-L0 n J0N ' 10' UTLITYEASEMENT (RELOCATED) S88'35.15N - RE mF FOR R VOV uP �rnT1 DRIVEWAY STORAGE PLAN RECHVED OCT 1 9 2004 HJI-CI� BUILDING3 DEPARTMENT ey /i(g Ci 1 POT"A7N