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HomeMy WebLinkAboutLand Use Case.1350 Mountain View Dr.0091.2017.ASLU+ 87.47I +7827.0 T TOP LEGEND SS 7'0p SOUS IJ �7N R C514T�7.6' SSMH - SANITARY SEWER MANHOLE SS R&D END �,D + CMP &UT7� - CORRUGATED METAL PIPE LANDS OF LIZOTTE r r -REBAR NO CAP (HELD POSITON) FL nOWLINE SS AlIV FND. 5/8 LOT 7, BLK 2 FINISHED FLOOR ELEVATION ��YP. --+7828.0 RED BUTTE SUBDIVISION LAT. LATERAL SANI TA R'? Yy S'c*E-W-E R - EC MAIN0 Top ao (PER DITCH BOOK 2A REC#115085) EDGE CONCRETE )EPEDGE OF ASPHALT PAVEMENTz SS 190 410 GRD. GROUND -T & E- - TELEPHONE & ELECTRICAL LINE L 0 Cv INV. IN -G- - GAS LINE 782.8 _W`_ - WATER LINE opE+gPRk +7828.7 CL - CENTER LINE y011 ✓7828.7 TOP _SS_ - SANITARY SEWER LINE TORI BERM' (p FF - FINISHED FLOOR ELEVATION )-C�L, 40 +7829.3 --FNC FENCE APPROXIMATE SEWER FNC x 0 FR 'x zoo TOP LWN - IRRIGATED LAWN SERVICE LOCATION .2,q PC 14/21y SPR - SPRUCE TREE (DIAMETER 0 D.B.H.) PER ASPEN CONSOLIDATED z 24S 'q, 4b. +7828.6 +7828.9 '14' ASP - ASPEN TREE (DIAMETER 0 D.B.H.) SANITATION DISTRICT MAPPING fkAf DEC - DECIDUOUS TREE (DIAMETER* D.B.H.) TOE 18"TREE t +7829.2 Al 7Z28.7 GM R\ TOP - GAS METER 7828.6 'U FND 5/8- REBAR NO CAP EM - ELECTRIC METER (ON UTILITY PEDESTAL) FND TO REC N 49*47"W OAW WM - WATER METER FNC RRTIE z ft - RAILROAD TIE BORDER �3N +7828.9 6"1`0"16 -DEC r FH - FM HYDRANT + 7828.7 LWN 'IV DL - DRIP LINE OF TREES TOE 0 ,1 � �'�G - , \ dt�828.7 (3 +7828.7 RD Z�� k - 5r, FND TO REC - FOUND MONUMENT LOCATION TO RECORD CORNER POSITION +-'�832.2 LWN TOP ETC UNDERGROUND ELECTRIC, CABLE TV, AND TELEPHONE SERVICE (JOINT TRENCH) 0., z 7827.3 VA - UNDERGROUND NATURAL GAS SERVICE LINE +7832.1 FNC �p 78,30.1 W_ - WATER SERVICE LINE TOP BERM TOP T- - UNDERGROUND TELEPHONE LINE +7832/0 AN' 16"DEC '­' & f +7829.1 TOF�BERM //00 % - OD r- LAN 04 W,-� 7830.0 tK 10<10- /7828.3 P \ i el 8"DEC + C.> LWN LANDS OF SEID/7827.5 FNC o"SPR V \ LOT 8, BLK 2, / WOOD DECK ACIT RED BUTTE SUBDIVISION' /\ \ ?; 1FegR /moo z (PER DITCH BOOK 2A/REC#115085),," -S' 0 A" 6' 6 \ ?' OD P_ RTIE 83 7831.33 OR + 49.3 WD L\ \ +782,9.5 +7828,9 Is, WI\ TO -A UO \ \ ..... ..... ... AD� Cp L.OT 3 V 7838 78284 11 HUNTER CREEK NOTCH .NOTES: 1. THE SURVEY SHOWN HEREON IS BASED IN PART ON THAT CERTAIN SURVEY ENTITLED -IMPROVEMENT SURVEY W/TOPO - LOT 3, BLOCK 1 WEST MEADOW SUBDIVISION- DATED DEC. 2006 FILED IN THE #1350 MOUNTAIN MEW DRIVE BUILDING DEPARTMENT FILE - CITY OF ASPEN 2. THIS PROPERTY IS SUBJECT IN PART TO THE FOLLOWING: (AS PER THAT CERTAIN WARRANTY DEED RECORDED JANUARY 25, 2007 AS REC.#533754) A) RIGHT OF A PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT IN BOOK 55 AT PAGE 5. B) EASEMENTS FOR UTILITIES AND DRAINAGE, AS SET FORTH ON THE PLAT OF SAID SUBDIVISION, AND RESERVED IN INSTRUMENT RECORDED IN BOOK 185 AT PAGE 211 AS RECEPTION NO. 106992 AND AMENDED BY INSTRUMENT IN BOOK 187 AT PAGE 183 AS RECEPTION NO. 107860. C) RESTRICTIONS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELIGION, OR NATIONAL ORIGIN, AS CONTAINED IN INSTRUMENT RECORDED IN BOOK 185 AT PAGE 211 AS RECEPTION NO. 106992 AMENDMENTS RECORDED IN BOOK 187 AT PAGE 183 AS RECEPTION NO. 107860, IN BOOK 191 AT PAGE 197 AS RECEPTION NO. 109969, AND SECOND AMENDMENT RECORDED IN BOOK 377 AT PAGE 227 AS RECEPTION NO. 218574 AND THIRD MUNUCU DECLARATION OF PROTECTIVE %.*vvr_NAN1.1) RECORDED Aut.,uzol 10, I994 IN BOOK /00 Al 6;,a PAGE 850 AS RECEPTION NO. 373322. 0, D) EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SHOWN AND CONTAINED ON PLAT OF THE SUBJECT 00J�p PROPERTY RECORDED JUNE 9, 1958 IN PLAT BOOK 2A AT PAGE 245 AS RECEPTION NO. 106400. .150.8 3. THIS PROPERTY IS WITHIN THE R-15 ZONE DISTRICT. THE SETBACK REQUIREMENTS CURRENTLY ARE 10' titEgS�R SSS SIDE YARDS, 25' REAR YARD (PER 4TH AMENDED DECLARATION OF PROTECTIVE COVENANTS), 25' FRONT 0 YARD FOR RESIDENTIAL AND 30.0' FOR AN ACCESSORY BUILDING. SETBACKS SHOULD BE VERIFIED WITH THE CITY OF ASPEN PLANNING AND BUILDING DEPARTMENT PRIOR TO ANY DESIGN OR CONSTRUCTION. SETBACKS 4 AND OTHER RESTRICTIONS SHOULD BE NOTED PER 4TH AMENDED DECLARATION OF PROTECTIVE COVENANTS tc 0% S (pprl (WEST MEADOW HOMEOWNERS ASSOCIATION) RECEPTION #553656. /Q7 4. RECORD SUBDIVISION PLAT (DITCH BK. 2A PG 245) LACKS SUFFICIENT BEARINGS AND DISTANCES TO CW ACCURATELY LOCATE SUBJECT LOT AND THUS IS SUBJECT TO DIFFERENT INTERPRETATIONS. BEARINGS AND r- 01 a0l j 00., DISTANCES IN ARE TAKEN FROM RECORD ANO R LEDOR-,60, TAKEN FROM MONUMENTS FOUND IN THEnELD SHOWN ON THIS SURVEY. (PER SURVEY NOTE #1 9 HEREON AND PLAT BOOK 107 AT PAGE 24 NOTE #3 THEREON) :30 7 FNC 71-49.0 8301 0 LWN BLOCK 1 +78 9 CORoly� 1-- '4 J0.21 0 0 (AREA = 16,975± SQUARE FEET PER DITCH GRD (5) \A BK. 2A PG.245 & NOTE #1) �11 + 7834.4,/ ASP (MEASURED AREA 16,620± SQUARE FEET) 1 76 x 3 -- TOP / _/__ (0 -4 W oe__ - + 4��C, 1.0s tp 6 --_n 0 1+7833.8 CL f ao TOP-\ 2a 830. FND. 5/8" REBAR W/ RED PLASTIC CAP LS 16129 FND TO REC S 73-33'W' 0-17' 7829.9 +7829.3 +7830.4 LANDS OF ROMERO 830.2 o - GRD GRD LOT 4, BLK 1 ��,\5"ASP 7829.3 7- 0 NTILEVER 0 jp- N, DL %9 01 6"SPR f cri 0 jp� ;�o (PER PLAT BOOK 107 PAGE 241 z 0 POSTED ADDRESS #1350 MOUNTAIN MEW DRIVE 117 0- 0 RFD 6U 1ir1! ^� v <` �` -SPRr.ONE STORY W/ PARTIAL BASEMENT M '�U��,R�©c,,�Q��tiy ' 9.5 RESIDENTIAL WOOD FRAMED HOUSE (DIMENSIONS TO OUTSIDE WOOD SIDING -0 p DL 7 9.7 7c +7829.5 03 0- LWN 0.10 (STRUCTURE HAS 24-± ROOF EAVES) 29.6 v� \ W DL P 830.00 0 COR -4 GO M F, w W W �9 49 "ASP OD 04 0) 0) -A 8302 C-4 7830.6\ r -N-- ?P� P "0 GRD z (n 836.5� U- _j Z �p4 GPR (DX +7829.53 coy" 830.42 �A \ \ I- 12� D. CITY GPS MONUMENT #GPS -L1",')"11 SET SPIKE -4 8 WD -)0 00 ELEV=7849.59' NAVD '88 -0(A 0- 831.46 OD .56 0 0 WD CA, 0 VA Ar FND. CITY GPS MONUMENT #GPS-Alb�Nk) ca 0 A .4-j, co ELEV=7871.92' NAVD '88 BENCHMARK AND ELEVATION DATUM USED\REl4bI4 830.55 > -A 0 N 37*5W41" W 1517.03' MEAS. CO C '�07� /CITY) i I \ \ \ ,, \ (N 36-01-17- W 1517.09' MARCIN 4"N"�l Df�CPNC+7830.2 '�' �° \ Z„� +7829.4 LAW \ • 7830.30 LAN 7831.07 P PIP 00b EC p 830.17 7830.30 + 7 .0 830. 830.20 V_ EP 0 FND 3/4 -IRON PIPE OPEN 7830.19 rvi 0 S 7830.1 Dx FND TO REC S 18-16' W'D. +7830.40 rn EP +7830.36 i -a 0 ASPH r7 m ' THE MEADOW TERRACE CONDOMINIUMS\N' CV "01 0.0 18 �,7 (PER PLAT BOOK 24 PAGE 37) 0 34.3' Lun') 24.9 LWN <R� ip TO + `783 0. 0 LOT 1, BLK 1 (PER DITCH BOOK 2A PAGE 245) 1OQ�X830_ -- -- ^ Qz o "< Q_r 't 16.0 P M 7830.i35 Cv &in +7830.8 4M :% EC GRD 7829.92 b 00% Ca 00 461 EP 7830.24 \ a'�O- I- '�o <p (,-g Z 7831.07 _3 04 ;Ott 17830.5 EC 0-0 E SET 5/8 REBAR ON NE COS uwlk 6"DEC,�,,, to) CL 830. 't' -OWE +0 7830.61 CL i Nxs - 7830.32 EC I ' WATER SHUTOFF tq-� -i,*, %S' n. N"� +7829.8 VALVE rp + 71's 41 (b 5. BASIS OF BEARINGS: THE BEARING S 67'30'00" E BETWEEN FOUND MONUMENTS ALONG THE NORTHERLY 24 LINE OF WEST MEADOW SUBDIVISION (DITCH BK. 2A AT PAGE 245) WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. o 6. THIS PROPERTY IS SUBJECT TO A MAXIMUM 25' HEIGHT RESTRICTION PER THE WEST MEADOW b 4,Cj' SUBDIVISION HOMEOWNERS ASSOCIATION ARCHITECTURAL CONTROL COMMITTEE RECORDED NOVEMBER 11 MEAS. 0.16' SOUTHERLY2005 AS RECEPTION NO. 517375. FND REBAR LS #37972 (PER 107 PLATS 24) 4,0 41,9 7. THE SURVEY SHOWN HEREON IS BASED IN PART ON A STEWART TITLE GUARANTY COMPANY OF ASPEN COMMITMENT FOR TITLE INSURANCE; FILE NO. 01330-103600 DATED EFFECTIVE SEPTEMBER 8, 2017. )%1r 1 0,00,E LOT 4, BLK 1 MEAS. 0.13' SOUTHERLY 9 (PER PLAT BOOK 107 PAGE 24) D YELLOW PLASTIC CAP LS #2376 (PER 107 PLATS 24)2 Spy p F4S 673 J. HELD FOR BASIS OF BEARINGS LOT 5, BLK 1 0 FND 5/8-REBAR W/ YELLOW PLASTIC (PER PLAT BOOK 107 PAGE 24) 0. CAP LS #2376 0 FENCE CORNER --mmiftit St. wrt, ;9 -P4 e P4 ASPENhas �yi VICINITY MAP _ .T.S. Noma" "AU0 _­_FND. 5/8- REBAR W/ RED PLASTIC CAP +78307 _L_ -70-Zf% An .0 IN, y LS#16129 HELD POSITION(PER 107 PLATS 24) rlct� 4D 789Q 7 611 7830.38 78830.44 00. �44,8"SPR �EP 40 Cl'y +7829.5 7829.93 + 7829.9 t EP ASP 7829.7'- 7830.52 Cl/ "�l + 5 F +0 4f- 829.93 GRD EP 7 EP 7830.41 P 7830.63 '6091 7829.4 7830.38 EP LANDS OF KENNER D .12 EP Irb EP VL 78.30.66 LOT 2, BLK 1 + 7830.11 + 7830.30 EP 7830.64 (PER DITCH BOOK 2A PAGE 245) ASPH ASPH CONC 7830.01 +7831.01 0 ASPH 0 EP +7830.94 �`' 43 �- !� �0_ ASPH 7830.25 EP o 7829.7 / tp 1.22 00) - GRD EP 0- 1610 L PED 7830.52 +7830.99 �0_ FND 3/4 -IRON PIPE OPEN EP ASPH FND TO REC S 53*10'44" E 0.11' 7831.13 78 to --. N FND. 5/8- REBAR W/ YELLOW PLASTIC CAP LS#29030 HELD POSITION (PER 107 PLATS 24) (HELD FOR ANGLE OF LOT LINE) EP -4 p3r•4 � Cn 7831.11 78,30.7t-,," EA c3` \ +7830.50 a. GRD EP 1.09 1-0 0- 76 CONC 7831.21 7 ?Cl�AS3l -ts `� 7830.2 +7831.12 DJ831. EP 4"D FNC ASPH wv UTIL PED fl f AN 7830.88 a co 7831.8 TRAN tP 7831.29 G CONC DR ADJACENT HOUSE #1360 LOT 6, BLK 1 (PER DITCH BOOK 2A PAGE 245) GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft All dimensions shown in feet and decimals thereof. 0 0) 40ir �1 4 SURVEYOR'S CERTIFICATE: "THE UNDERSIGNED HEREBY CERTIFIES TO LITTLE LEAF, LLC, & 104 A COLORADO LIMITED LIABILITY COMPANY AND THE CITY OF ASPENe� THAT THE IMPROVEMENT SURVEY TO WHICH THIS CERTIFICATE IS ATTACHED, PREPARED BY THE UNDERSIGNED, A PROFESSIONAL LICENSED LAND SURVEYOR, WAS ACTUALLY MADE BY INSTRUMENT SURVEY UPON THE GROUND; THE SURVEY AND THE INFORMATION, COURSES AND DISTANCES SHOWN THEREIN, INCLUDING, WITHOUT LIMITATION, ALL SETBACK AND YARD LINES, ARE CORRECT; THE SIZE AND LOCATION OF ALL BUILDINGS, STRUCTURES AND IMPROVEMENTS ARE SHOWN, IF ANY". I FURTHER CERTIFY THAT SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS ON SAID PREMISES ON JULY 18, 2015 AND SEPTEMBER 20, 2017, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. THE ERROR OF CLOSURE OF';�� THAN 1/15,000. . ����HEREON IS LESS DATED: 10-25-17 a-, #24312 IMPROVEMENT &TOPOGRAPHIC SURVEY OF THE LANDS OF LITTLE LEAF LLC AS DESCRIBED IN DEED RECORDED JULY 16, 2012 AS RECEPTION #590630 BEING ALL OF LOT 3, BLOCK 1 WEST MEADOW SUB -DIVISION FILED JUNE 9s 1958 IN DITCH BOOK 2A AT PAGE 245 ASSESSOR PARCEL #2735-01-308008 (1350 MOUNTAIN VIEW DRIVE) CITY OF ASPEN PITKIN COUNTY COLORADO SCALE: 1" = 10' DATE: SEPTEMBER 2017 PINNACLE DESIGN 805 BUCKPOINT ROAD CARBONDALE, CO 81623 SHEETI OF 1 (970) 963-2170 JOBS 104 -CEM, ROOF HEIGHT POINT ANG p 5"ASP C ,4j -i z 19 c GRD 1 FND. CITY GPS MONUMENT #GPS— ) ELEV=7849.59' NAVD '88 FND. CITY GPS MONUMENT #GPS, -1 /ELEV=7871.92' NAVD '88 N 37` 58'41" W 1517.03' MEAS. BENCHMARK AND ELEVATION DATUM US (N 36. 01'17" W 1517.09' MARC IN/CITY) _* :m ,o OP BE TOE FNC TOE P� SLP q- LWN FNC Gj LWN 0 FNC PROOF HEIGHT POINT B L TOP FNC c, WD G6D 10"ASP ROOF HEIGHT CALCULATIONS actual bldg actual bldg POINT ARCH ELEV SITE ELEV (E) GRADE (F) GRADE HGT AT (E) HGT AT (F) A 1231.2 3/411 7253.52' 7228.75' CCCC 24.77' 23.0' B 1231.2 3/4" 7253.52' 7228.5' xxxxx 24.77' x C 11 1'-4 3/4" 7241.69' 7230.25' xxxxxxx 11.44' 11.44' / D 11 1'-4 3/4" 7241.69' 7230.25' xx0000c 11.44' 11.44' TOP E 1231.2 3/411 7253.52' 7230.0' xxxxx 23.52' x TOP F 1231.2 3/41' 7253.52' 7230.25' xcxuxxoc 23.02' x /V3 G 111'-4 3/41' 7241.69' 7229.75' xxcx 11.94' 11.44' BUILDING 100'-0" SITE 7230.3' / 25' HEIGHT LIMIT F,TOP V� 0 9" ASP 00 12"ASP LWN Y LU Q 6"1 "16"DEC RD A TOP 7 1 "16"DEC16)D v G+ J � u � � N 10" 4"18"DEC 3/ CONC ROOF HEIGHT POINT G COR 110' - 8 314" Y 0 t! TAS p =i GM 6"DEC 0 ER ` Q , F-- 11"ASP 0010"ASP GRD 4 DL p CANTILEVER- 6"SPR _ = Q 9"SPR j f, 11"ASPO DL cp'i ��a LWN DL ROOF HEIGHT POINT 119-23/4" J 5"AS6 TOP ROOF HEIGHT O,yC POINT G SET SPIKE FF rF O; 4"5"6 EG � C -<C LWN LWN y--_ — ` �� _ vQ C OP PIPE �C coo C OR O CONC E`P TOP ^' 123'-23/4EP 15"ASP U e ASPH .� i r L 24.9' t; 783 ROOF HEIGHT POINT E P _ � EC Y '� GRD f L v EP i EP , ` .� � \ 1@ , EC O 6"DEC r N20WELL u L /fin J Ir? ✓S -95 EC, 5� Q �� ��� 2-12"ASP EP 3o A2, * 11 SFS�j � FV �� on, ROOF HEIGHT -� �c,� c� „ASP EP POINT F ID „7„AS ASP Aim GRD � PK EPEP i C• J LANDS OF KENNER J RD; LOT 2, B LK 1 / l EP � CONC (PER DITCH BOOK 2A PAGE 245) EP J ASPH ASPH r EP GRD fl4U IL PED ASPH EP EP� A C EP `` Q EP SITE PLAN EP� EP CONC 1 u _ n FNC EP 14"DEC 3/32 -0 UTIL PED AN 1q1 FH N EP EP TRAM ✓ t_n CC 0 r r D CI W Q �-? J 2w 5 0- O� �~ 0 Q SYR M r N O v �w v U v (13 �r �s Rev. Daft HOAsubmittai 1x19-17 Issue Date: 9.14.17 Sheet Tithe: HEIGHT OVER TOPOGRAPHY ■ w iu /r0: Pt IC co V a J J 4 w m r �Yr W OD O zU W HZ J �* 5 [Wi.. F0 'aC M r a N C " F C} L � a � a w _ m � t CR .... .m m L ey �s 3 zs us 3: Rev. Date Hoa SUbm Ia19-17 Issue Cate. 9.14.17 Sheet rite: BASEMENT PLAN A200 w iu /r0: Pt IC co V a J J 4 m �Yr w w LL > Qw o� J 5;Wco W � o c� ---� z w � 0 Q M T - a k'i W W co WV- > 0 z� W z .- 5 a- a .a O 4.0 c + c} .►.r 'c 4-0 c� .� 10 � Q Sy u2 Rev. Data HOA subMMM 10-19.17 T Issm nate: 9.14.17 sheet rift UPPER FLUOR PLAN A2m2 a k'i Er 2 'sNt, D c YAA A4.1 --------------- --------- ---- ----- - — — — — — — — — — — — — — — — /—DECK RAIL BEYOND 1 B M.3 -- ---- ------ T. PLY. ROOF UP. U A` 11 _V�A' 1221-83/41 lull III STUCCO (D METAL DRIP CAP 0 to -4 T. PLY. UZPEp. I - C4 T. PLY. ROOF MAIN 110'-211 ---- -------- 4- ---------------- cm 00 C3 CA) ao f _iii—_ � =a.�a ate_—= -- — — — —+ —a_ _ rl 03� 100 X A I n,1,k1,r7T. PLY. MAIII —1A it�t.�_��1oo —1-1-4 -4-4 —_—_ —_—� = r _ — — __ _ --- — — _M=M -111 iu-iir--11t=1tt�tz I F1 I l=I ry 11 1 I'l Till I 11=1 -III -1 I -1I 111—�III-1I I -1I I -T. CUNU. 1=1 1-1II 1I I-tt�llt 1t� �t1=_�1t 11i�t1=lt�llt-ltd �t��1t 7Ih=1II - It-1t�=111- 111�1I-ft�llt 1tr ItI�1t 1li�tl tt�llt-ltr It11tr 1 = 1=tt�llt � ItI-�1t 111�tI-1trllt-tom N Itl-ttt-l��rs- 1/2 - i i=iii=iii=i i r=iii-iii-iii-i i !=iii-iii=iii=iii=iii=iii=iii=iii-i i=! I r -I i= i i=iiiiii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii= -iii-iii-iii-iii_-iii-iii=iii=iii=iii=iii=iii=iii=iii=! i t=� � �_� i i-iii-iii=iii=i i SOUTH ELEVATION 1/4 it= 1 1-011 now SOLAR PANELS 26 HEIGHT UWT FROM EXISTING GRADE MOST RESTRICTIVE- r2 .2 A4.2 2 METAL FLASHING METALFLASHING ------------------------ ---------- ---------- A5 - ------------------------- ------------- ----------- T. PLY. ROOF UP. IF—A 122'-8314" \_j THERMALLY BROKEN —THERMALLY BROKEN ALUMINUM WINDOWS ALUMINUM WINDOVVS m ___—EGRESS STUCCO WINDOW _T PLY. UPPER . N 1121-011 T. PLY. ROOF MAIN A A ^I ^ ^IAI CEILING MAIN - - --- ------- 1091-2" METAL DRIP CAP -------METAL DRIP CAP CMU CMUWALLWtTH BUILT IN BBQ U71UTY METER LOCATIONS A/C CONDENSOR A5.3 LOCATIONS A6.5 ------- T. PLY. MAIN �. _ __ - I =--- � � �— - �--rl 09 - 0 — — III. .III—III—�—III �—III—�—III—�—�—� � III—III_—.III. Iii III—III—III—III—III III—III—III III —III-. �. ...III—�—III—III III—IIIIII—� III—III III—III—III �—III .III—III—�- — — —ISI--IIS—ISI—III—. �—SII—III—III-. IIS—III—IIS—ISI—ISI. .III, ISI _ISI � III III � IIS � � � � � SII SII SII ISI — � � .SII _� ISI � _J� SII .ISI � � ISI IIS SII ISI III III III ISI -.� T�r r 111=III-III=III=III=III=III=III=III=III=III I I — I ----- --------- r-1 I I-1 _ _ _ _U 1=1 m—nlf=ni� --i i i�=T =i --__ _� �— -1 ,II III III_ III III -111_111. II,—III II -1 =1 I =II III III III III III II _ 1 I- I =1 I I J I I—III i i_ _ = I 1-1 11=1 11-1 Il 111 11=1 11-1 I�I—I�I 11=1 11=1 I�I CUNU. It-1��E MENT =I It= H ff I=N I ttrl It -1 r1 I1 I �1 !=III -1 I I=III= I It 1t� tf I mit=l I It�I It-- H fifin—i11 111 - �t�D I l n i l l l i n l l_l i n l l l i i i �i i i=n i=iii- iii=i i tiii=iii=iiin i—i n=n i=iii=i n= n i =n i i n=i i�=n r=i ni i —n i=iii=i i i n i—iii—iii—i n i—i n—iii—n r i n iii=i �UGHT VVELL WITH ALUMINUM BAR GRATING COVER WITH ACMSS iii—iii=n i =i n=n i=iii iii=iii—n i—i n—i n_ n r—i n=iii=� n=i n= fi fi HATCH TO WET CODE i�\ WEST ELEVATION 1/411 = 1'-V" 26 HIEGHT UMIT FROM ov- EXISTING GRADE. MOST RESTRICTIVE co METAL FLASHING IF fi --nu A, I ipn g" .�.i 1"Z Z 0,1 0 �Q0 9 0 AON A*RN,q pet :3 THERMALLY BROKEN ALUMINUM WINDOWS Er 2 'sNt, D c YAA A4.1 --------------- --------- ---- ----- - — — — — — — — — — — — — — — — /—DECK RAIL BEYOND 1 B M.3 -- ---- ------ T. PLY. ROOF UP. U A` 11 _V�A' 1221-83/41 lull III STUCCO (D METAL DRIP CAP 0 to -4 T. PLY. UZPEp. I - C4 T. PLY. ROOF MAIN 110'-211 ---- -------- 4- ---------------- cm 00 C3 CA) ao f _iii—_ � =a.�a ate_—= -- — — — —+ —a_ _ rl 03� 100 X A I n,1,k1,r7T. PLY. MAIII —1A it�t.�_��1oo —1-1-4 -4-4 —_—_ —_—� = r _ — — __ _ --- — — _M=M -111 iu-iir--11t=1tt�tz I F1 I l=I ry 11 1 I'l Till I 11=1 -III -1 I -1I 111—�III-1I I -1I I -T. CUNU. 1=1 1-1II 1I I-tt�llt 1t� �t1=_�1t 11i�t1=lt�llt-ltd �t��1t 7Ih=1II - It-1t�=111- 111�1I-ft�llt 1tr ItI�1t 1li�tl tt�llt-ltr It11tr 1 = 1=tt�llt � ItI-�1t 111�tI-1trllt-tom N Itl-ttt-l��rs- 1/2 - i i=iii=iii=i i r=iii-iii-iii-i i !=iii-iii=iii=iii=iii=iii=iii=iii-i i=! I r -I i= i i=iiiiii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii= -iii-iii-iii-iii_-iii-iii=iii=iii=iii=iii=iii=iii=iii=! i t=� � �_� i i-iii-iii=iii=i i SOUTH ELEVATION 1/4 it= 1 1-011 now SOLAR PANELS 26 HEIGHT UWT FROM EXISTING GRADE MOST RESTRICTIVE- r2 .2 A4.2 2 METAL FLASHING METALFLASHING ------------------------ ---------- ---------- A5 - ------------------------- ------------- ----------- T. PLY. ROOF UP. IF—A 122'-8314" \_j THERMALLY BROKEN —THERMALLY BROKEN ALUMINUM WINDOWS ALUMINUM WINDOVVS m ___—EGRESS STUCCO WINDOW _T PLY. UPPER . N 1121-011 T. PLY. ROOF MAIN A A ^I ^ ^IAI CEILING MAIN - - --- ------- 1091-2" METAL DRIP CAP -------METAL DRIP CAP CMU CMUWALLWtTH BUILT IN BBQ U71UTY METER LOCATIONS A/C CONDENSOR A5.3 LOCATIONS A6.5 ------- T. PLY. MAIN �. _ __ - I =--- � � �— - �--rl 09 - 0 — — III. .III—III—�—III �—III—�—III—�—�—� � III—III_—.III. Iii III—III—III—III—III III—III—III III —III-. �. ...III—�—III—III III—IIIIII—� III—III III—III—III �—III .III—III—�- — — —ISI--IIS—ISI—III—. �—SII—III—III-. IIS—III—IIS—ISI—ISI. .III, ISI _ISI � III III � IIS � � � � � SII SII SII ISI — � � .SII _� ISI � _J� SII .ISI � � ISI IIS SII ISI III III III ISI -.� T�r r 111=III-III=III=III=III=III=III=III=III=III I I — I ----- --------- r-1 I I-1 _ _ _ _U 1=1 m—nlf=ni� --i i i�=T =i --__ _� �— -1 ,II III III_ III III -111_111. II,—III II -1 =1 I =II III III III III III II _ 1 I- I =1 I I J I I—III i i_ _ = I 1-1 11=1 11-1 Il 111 11=1 11-1 I�I—I�I 11=1 11=1 I�I CUNU. It-1��E MENT =I It= H ff I=N I ttrl It -1 r1 I1 I �1 !=III -1 I I=III= I It 1t� tf I mit=l I It�I It-- H fifin—i11 111 - �t�D I l n i l l l i n l l_l i n l l l i i i �i i i=n i=iii- iii=i i tiii=iii=iiin i—i n=n i=iii=i n= n i =n i i n=i i�=n r=i ni i —n i=iii=i i i n i—iii—iii—i n i—i n—iii—n r i n iii=i �UGHT VVELL WITH ALUMINUM BAR GRATING COVER WITH ACMSS iii—iii=n i =i n=n i=iii iii=iii—n i—i n—i n_ n r—i n=iii=� n=i n= fi fi HATCH TO WET CODE i�\ WEST ELEVATION 1/411 = 1'-V" w LL > ov- w 3:co co zo < 0 .�.i 1"Z Z 5 a. 0 �Q0 :3 Rev. ate HOA WMMW 10-19-17 Is&* Date. 9.14.17 Stim,11fow. ELEVATIONS A301 0 IA 1 A4.3 METAL DRIP CAP CMU OF { THERMALLY BROKEN ^ ALUMINUM WINDOWS E 25' HEIGHT LIMIT FROM EXISTING GRADE. MOST RESTRICTIVE METAL FiASHiNG EGRESS WINDOW STUCCO [}ECIC RAILING Ammo 2 (EA4.1 ^ {/ io) -- O T. PLY. ROOF UP. _ 122'-8314" COVERED PORCH METAL DRIP CAP MASONRY WALL WITH BBQ IN FOREGRCk1ND T. PLY. UPPER 1121- off T. PLY. ROOFMAIN A A Ai n +! / A tt _ CEILING MAIN '14_50 9' - 2" ■��������I��1 11 1 1���1����1�dl��}t��■1��41�������11Ii�T. PLY. MAIN 11 1 �r I 1 I ! I me i j 7 6 Adel _. 5 4A4.2 3 2 ----------- - - - - - - - - - - - - - - - - - - - - - - - - - METAL FLASHING — __ EGRESS WINDOW 20 A0 1 1 E I � r THERMALLY BROKEN ALUMINUMWINDOWS co 04 1 1 'dolt/ A4.2 2 � 1 26 HEIGHT LIMIT T. PLY. ROOF UP, 122'-831411� METAL FLASHING I � STUCCO O THERMALLY BROKEN ALUMINUM WINDOW T. PLY. UPPER �l 112 T_PLV. ROOF MAIN I� � CEILING MAIN 109 - .E..u�v.. '2"u x.nw.L.eE.a.o HOT AND wa HOSE BIBB a o COVEREDPAM T. PLY. WAIN `, —_ — _--- =1 -- :— — — I I I -111-111=1I I -11I III=III-III- III -III III _III -1 I III -1I I -III I I -III -III III -III -III -1I I i I i 1=III-III III III -111-I I I.. I I I11 I11 -III -III -11 III -III I I I-111=111�11I III III I I I=I I I=I I I -.I I I111 -.III -III- -1 III I I 1=1 11=1 111 11=i I I I I f-1 I I =1 I I I I 1=1 11 III I I 1-1 I I_ J I I J I 11 I I I I 1=1 11=1 I I I I= I 1 III 1 I 1-1 I I1 I I i i I I I 1=1 I I -III -1 I I III1 11=1 I I III� I I 1-1 I III -1 11-1 I I III -I 11 I I I I 11 I I- i I I- - I III—III-III—III=III-III-III—III-III-III I I i-1 U-1 I I I—III=III I�—III =III III=III=III=77= I I I—I I!=III III-III=III III11 I I I-111-111_1 1=III—III III=111-III—III —III III=III=III"— 111-111—III=111=III—III=111__1 I I __III -1 -1 I-1 I f-1 11=1 11=1 I I=III-1 I I-1 11-1 11=1 I I-1 11=1 11=i I I-! I I I I i 1=1 I I I! 1=1 11 — I I 1=1 I 0--i I 1=�I I IIII III III III 111_111 III_I,I—III—III—III—IIh—III 1 I I-1 11=1 11-1 11=1 11=1 11=1 I I-1 I I I I 1-1 I I III -1 I I.-1 I—U �-1 11=1 I I-1 i-1 I I-1 I I-1 I_I. III -1 11=1 J=1 I-1 I-1 I I-1 I I —1 11=1 11=1 11=1 11-1 111 I =1 111 11=1 11=1 I —1 I I III -1 I I-1 11=1 I I I I 1 -III -1 11-1 11-1 11=1 11=1 111 I I I I 11 I I-1 I I-1 11-1 I I—I 11-1 -! 1-1 11-1 11=1 I I I I 1 1 I I-1 I I I I 1=1 I I-1 11=1 I I-1 I I III I I 1=1 I I—I 11- —I 11-1 I I III 1 1 1-1 11-1 11-1 I I —III— —I 11=1 11=1 11=1 I I I I i=1 11=1 I I-1 I I—III-1 11-111-1 I I I I 1=1 I =1 11=1 11-1 11 1 I I I I =1 11-1 I I-1 I I- I -i - I- - I I I 1=1 I I—I 11=1 I I1 11=1 I I-1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 1=1 I I-1 11=1 I I —I i-1 11=1 11=1 11=1 11=i 11=1 ! 1=i 1TI = 11T. �1 I I-1 I I =1 I I III—I 11=1 I I =1 I I—I 11-1 11-1 111 I I III -1 I -1 11=1 11=1 11=1 I I—I I -1 11-1 11=1 I I=I 11=1 11=1 I I III J I =1 I I I— —� II -1 I —I 11=1 11=1 11=1 11=1 I I-1 I I I I 1=J 11=1 11=1 11-1 I I S -1 i I-1 I I=1 I-1 I I-1 I I I I 1=1 I I-1 I I-1 I I-1 i I 1-1 I I-1 11-1 111 11=1 11=1 11=1 11=1 I =111=1 11=1 11-1 I =1 I I _III -1 11-1 I I-1 I I I I 1-III=1 I I-1 I-1 I-= I I I III I I III. II I _ _ _ _ _ _ � _ I I III III III III—III—III III—III, III_I —1 I I I I 1-1 11=1 11=1 11=1 11=1 I I�I 11=1 11=1 11-1 I I-1 I I�I 11-1 11�III—III I I 1-1 I I—I 11=1 11-1 I I III 1 I I�I � ISI 11=1 11=1 I I=1 I I III -1 I I-1 I I 1 1 1=1 11=1 11=1 I I 1 I I I I 1=1 I =1 11-1 I I=1 I I-1 I�I I -1 11-1 I I-1 I I-1 I I-1 I I-1 _— I � 1-1 I1�t I MSI It 1t� I I I=11 r-1 hilt I I!�I It It I—�1t=1 Iii I=tt�l It -1t. 111—�1t � I1�1 f I I I fl -E iii—"-iii-�i EAST ELEVATION 114" =1'-Q" "' c A: l ;' 'r%p 3 �SPf-Al W L r fMi.! uj c^ ...J 5; 00 O W Z J I<. -;i Da. 0Q ...w.wf O r i Q to C ` V c � HOA wbmiftl 10-19-17 I8sm Date - 9.14.17 Steel Idle: ELEVATIONS