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HomeMy WebLinkAboutDRB16-0224_A2.0_1478902834.pdf .A1Iti OF pi Asi"..Ve P r-Jel i. AV <>, I + IS /1 ' v o 9 A — . /// �I I t i 1 1 1 ;i -9,P ICO]% !� 1 v / / / / l Ili A 1 0 '' \ / / / - �\• / / I I \ 1 vED y o / / / // / / 1 \i •\--,•.. / , / I 1 \ I t ,6 12:00:00 /• I / / / / / / I I I I / I I I • T I. / BERGLU WID '` / // / / jNrak / / / / I I 1 1 / ---1 . 1.... L ARCHITECTS.LLC. 1 \ // / / / V / // / / / / / / / I I 1 1 I I / TW' G l ./ // �., / \ ,� r ,/// l l l l i�" 1 I 1 1 I I i 198.>, 4 / / / / / I / 1 I I / / , i �i / `M US Mall Only:P.O.Boz 2378 \I/ / / / / I 10 / °Y / Physical/Fedex:210 Edwards _ /� Village Blvd,Bldg A Suile A103 •/' / ®/ 011 —/ / / / // / / / / / / / \ \ / / "-.. Edwards.Colorado 81632-2378 T / / / / / 1 / • �t /) hans 026 glued Fax 928 archifects om // // / / / /' / / \ \ / / / / / www.berglundarchltecis.com / // / // / // / // // // / / / / A / / � / 11111 / 1 / %�so\ / `"/ / / //. / / / / / / I ` \ rvoIDATEs vERr APPR%IMATE LocATIDry of 1 / 1 vg's, d T I IJ- / i /i . i• / / / / / / C[ 1 I / ` -0/ / / / I \ HIGH HAZARD DEBRIS AVALANCHE LINE m I ,0 p-/0, C� Q °� • ` /// / O� 1 I PDBBIeLEAYALANDHEIrvFLD DF I / j-cb A. Q / / 77, / • r— . / / l_ / l e . . ,\ N N E/�°"Et% I / s Z Q °2S Q I. _ q, IE Ste.o ce GENERAL NOTES: \///// /: / // / / // / /ik / :0 \ �' \I i / a.� .F W M U LOT SIZE IS.437 ACRES EQUAL 7019,036 SF I �Pp /,\ // // // / / / / ,o,, , / I \ `/ / L -; ' .o Q Z Q �_ 1.)SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE,GRADING,AND EROSION CONTROL NOTES //. / / / / / \ / _� •- -R /Q/�� J Q 2.)EXTERIOR LIGHTING- // /\ / // / // ( \ - -/ ._ V�la'. '�• IV �7�Ag1ik� ( V1.> 1 LIGHT PER1,000 SF OF LOT AREA,THEREFOREI9 LIGHTS ARE ALLOWED.II EXTERIOR LIGHTS / / / / / 1BACK ./ S �� I l\;s /_e wlta l18"ABOVE GRADE ARE PROPOSED.SEE ELEVATIONS AND PLANS FOR TYPE,LOCATION AND // \ �� 1�1NUMBER OF FIXTURES. // / // / \ `—_ __�/ /—— --�19 6 • ( 1 ;:..s. 4 ��/_I_ 3.)ROOF HEIGHT CALCULATIONS(ALSO SHOWN ON ROOF PLAN} i / \/ I \ ,�/' \ -k �� s=_ / • N 1,@ b 1:11,1:14:1 'I�0 ----- a ' uk, i ItMEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING // I\ s' //,��J, y'' 1® M11 I�GRADE DIRECTLY BELOW(WHICHEVER IS MORE RESTRICTIVE).ROOF CALCULATIONS SHOWN ARE 6. / \ I •'/ / /'%. �1IF �°1— x ,12 �F�FOR UPPER ROOF ONLY WHERE THE ROOF IS CLOSER TO THE BUILDING HEIGHT LIMIT 1u / \ l ^ C �eb, �,/ Q 0p}IIppp Ryy /r/�•1-ROOF RIDGE HEIGHT @SHEATHING 8282 93/8' C// / \ I \\ ///6{•w ` � I 1 1111111&� 111 �I1114 o '1 O 0Q WFINISHED GRADE BELOW EAVE 8266'-7 (1 / �1'1I - ^•" „ROOF HEIGHT-2T-23/8" \ 1 y/40 t � �� �� / IPROPAROB R WAL N C1 J•2-ROOF RIDGE HEIGHT @ SHEATHING 8285-41/2" l/1� ��I / rlirEXISTING GRADE BELOW EAVE 8254-97/8" 0 I r^� ,l1 �` %'S y ' 1 >ROOF HEIGHT=30'-6518" =�� 1 I / `qnvff 1 , 1 �� ?, J•3-ROOF RIDGE HEIGHT @ SHEATHING-8285-41/2" I �7 \s -- l L '2EXISTING GRADE BELOW EAVE=8262'-3" I �n " I, 1 0 <„,,ROOF HEIGHT=33'-113" \ l^�! %Po L` ��� \;41.1., 'S•4-ROOF RIDGE HEIGHT@ SHEATHING=8282'-93/8" i �I :Flo OWER LEVELFINISHED FLOOR®e25 419 'E 1 \ IFINISHED GRADE BELOWEAVE 8255'-23/8" \�Y- I:yl.`V�t I INLEVELFINISHEDFLOOR O;e281'd t/2"ROOFHEIGHT_2T-T' I \ Z. Po,� 1 � PPER LEVEL RNISHED FLOOR®82]9'6114' ,1\ 9r..I41 o4.)SNOW STORAGE CALCULATIONS: � \ :wr wl1 •,.4a if � OIF DRIVE WAY IS HEATED 10%OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE \\ . I . � i REVISION SCHEDULE Yilf� '��d / TOTAL HEATED DRIVEWAY AREA=1,195 SF \ \ _ 1041 iTl' I ���d�- 6 DESCRIPTION DATE THEREFORE 119.5 SF IS NEEDED FOR SNOW STORAGE \ \;\ yl s �] �i� 4111, I \ 'Q 6.)TOTAL NUMBER OF TREES BEING REMOVED:O \ \X$ 1 \1 III �. p9�,1` 1 *� `Sd'= �� z�0 MRI yi�a`'' IVBmE ' 7.)NOTEEMAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE/PATIO/DRIVEWAY/WALL ELEVATION \\ \•\ i\ - ® C — 'x19 MAP\� �, SETBACK I EXISTING TREES \ 1. IAA E PAC G ���11 ��j, \ �O REM4 N 8.)ALL AREA DRAINS AND DOWNSPOUT ARE TO BE HAROPIPE TO DAYLIGHT. \ • \\-\ g,9, q,_ \I 91 I y I��,II��^1p, r I „,� 9 ., RnDE®erss _ 1041 ^,• OMR OF DISTURBANCE \,,,,,� \ 1 I I sa! PROPOSEONCR°E .. 1 \\•• ` -1Ba�Tl ilmil' '1 _1 , —II �a ATH .� \L oilua� J met ,n 1 lGJ111:0111114 7 ISIIII"- �YE s s e 1 ���� 'lGs Pswi NG �sA s TO It \- \ 9'X1Y I AC LLi��i��i - Gam. { Ot A`I - \ v I PBPACE �JI�]l¢]� cDS.2 1__1.1. )9 ED BOOMER \ s 4111) - �1, 1 1 I6w 1 i AL 'y I `,.I ��/-J Ir 11 a•\E WALL / \ 119.5 SF OR, % s I 1 v yh - _J c- I ' I ��z s \ \ \ \�L\_J t 11 PSAwpIr� 1 9' �•/ 4,,,,,,,,20 -� ,0 •\ e, \ BI � T old �. \BETBAAC \/ \ \\ -1 — o. / ,,,,, /% // �`�s:z. INDICATES VERY APPROXIMATE LOCATION OF `/-1 MEDIUM SEVERITY ROCKFALL ZONE LINE\ ir• ✓ q 411 R0 SETBACK�%\ 1 f IDER Will., / // ?j, \ • �1. \ w \, R cc PROPOSED BOULDER WALL 0. OV,21,17 %o o.,, >/ � /7 FINAL DRB LDE\ \'\• w I Issue Date July 1st,2016 9�yy\'\°(�. / Drawn by AH g� '\ , Checked by AG AlAi LINE OF SIGHT •, ' ` TRIANGLE ^�l Scale SITE PLAN `Avg/:� � tiyo° �� 1"=10'1" a . / � R` SITEPLAN 1-7 DRIVEWAY AREA TO HAVE SEPARATE HEATING ZONE. .�• `SEDGE OF PAVEMENT` �I n SHOWN W/DIAGONAL HATCH PATTERN el 0' 10' 20' 30' WI 4ipy 750 0 NORTH 2.O e /1L \, P