HomeMy WebLinkAboutB18-0349_REV1 - approved plans_1542384734.pdf 17i if
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‘ As discussed with applicant,
\ GRAY FLAGSTONE IN GRAY curb and utter to be extended • �����%
CRUSHED GRANITE g / �� � � �0 i
#2821 AGGREGATE STEPPING STONES an additional -75' to exisjn �o P F\OW PGS
S,9/ IN AGGREGATE WALKWAY concrete pan unleoi'�ierwise ��v c, -c 0� 0�P��1
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.4,1, - 6 -o WOOD approved by T Engineer. '0\' \S-CS
/, SCREEN FENCE i ��
STAIRS PARKING EASEMENT;/
(TO BE IMPROVED BY RUSH;i%// �
\\‘ CONDOMINIUMS) 872 SQ FT 0/.// •
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v.
STAIRS /„ //- #5 REBAR / �� �
GUARDRAIL AND/ /ii/ CD AND CAP
SPIKE AND CAP / /// TRASH BIN _ y
IN TREE STUMP N88° 58' 34"E 152.74' ii\SUPPORTING POSTS, _ f. -��p••. �ti
• � - //j// /// j//// /// // / �� �U V VI� A
/4 SN0N % //
//;/ /// ///2////// ,/' sit •
MI-11140 /rr�/r�; G ;ter/!/.0/ PARKIN i p - c%� i
S ` cn i�ii/i 206 SQ FT„/ififr/7” SPACE (4) G . �? �t,c •'•.•j,%3H G'%,\� 'o �///�/ / ' // / 0) NEW CURB ) q,/// /i//// /// it /� S -, _ F // ////://j ig///// �`� =
�_ a7 �- //, /// /// /// p 2 PARKING B AND GUTTER ��
col D cn o - ,//i///i///////i o\' C�v� !s 1,••%••••"
= > = /r/�/// //�/�. Al SPACE (3) G TO END % 4
l7 1 //� r/ r / (.0
/ S rn = ///////11/////1///////
�jj/�j%// /d i ,gyp`` LOT rY
4 NEW SEWER LINE, /� ,/
Nrn 4" SCHED 40 PVC 36"x36" iiiii%i' PARKING , �1ti`1 5 . w w p
S - ,//ir/ p i- E cn
/ -
AC UNIT - // SPACE (2) ��� n, z o z o
1- - - - - - - - - - - - - - - /\,0� EDGE OF MH0680 0 w (
' Iq o' PARKING /r�°` PLOWED ROAD 5 o x z o z
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DECK S TEMP ELEC 79;, SPACE (I) �QP(,� �QP a w
1 �� SERVICE LOCH o-; �� 0co E
I /
1 AREATY o �0, ,\v FIRE / P��\ D� G \ S Qo � o30
DECK AREA ( `-r HYDRANT o 70x)Q ��� o n'- w < ( w
'8" UNDERGROUND u > o u-,
ci
I (MAIN DECK) / 5 '�'
L-7-------Ls5E1-7.011,0/1RAEcAi(R
32'_IOj' 447 SQ FT L8iDsESK4
- - - - - o, h� WATER LINE o m °- w
I / ELEC z w o
cn 0� _
DISC ��,�' S i
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G.
17.0' GARAGE INTO 20' FIRE ,PANEL 1,
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HYDRANT EASEMENT v'\ / i i 4k,k))!;\
ELEC / ' 0
,� #2841 ,o XRSGDIST •�� r� � - #o# Z 'Q FT �'3 (;� F .-
\\0 2 STORY SINGLE 14.0' / PANEL ,,`LO c`' ti¢ �ti� QQ� MH0660
-�� / . FAMILY RESIDENCE L. / 7 aq7'-o" ��`� ,-• ; ; ��ti¢�� ,�
o I 22'-10�� I,127 SQ FT / �0 / ����. C, L� \I \''
1 �P�
0 7,8c121-0". o �Y I ; i
/ 2ND FL T.O. SUBFL - / '�� o
z CIRCULAR STAIR TO _ \ rt �s- / ��'� , -
DECK _ ROOFTOP PATIO i�,,� �'20� NEW METER ,,� ��� �,��, '' • �
I AREA o IIO AND CURB STOP ',�i�i j �0 , ,
I
t 1 (UPPER NEW GAS .� I ��► ��� QQ�j �� \l i i
DECK) METER \ 0� / ��4 D5q V FT � i� \)\\ '`� ,�� (��\ �0 i & i
156 SQ FT 7 8q2'-6" s ��` �� ���P �� o , ; Prior to anywork or stain occuringwithin the
1--- ----7251_1, 22.0' GRADE
/ �� «� ° P� �- P� �� staging
/ / 7,8g8 -5 �� ��, JOv v� �� Town ROW a Public Way permit must be
TELEPHONPOLE TO BE ��� - T.O.RETAINING WL �,� -'� ��P� , ; S i submitted and approved. Please note, no use
REMovED AND LINE \ ��� o/ ��`� �o�� of the ROW is permitted Nov. 15 through April
BURIED, LOCATION FOR-- V� /, �� �ti�Q i i g Q
/ / TELECOM EQPT PED TBD---/, _ - ),,/ �P 15.
_ #2846 0
Z
GUARDRAIL AND --------- N NEW 30" CURB \1
LOT COVERAGE CALCULATIONS
w NL SUPPORTING POSTS __=_ --- �� LEGEND
I / o - __ \ GUTTER ' 120/240 I PHASE (3)4/0 / / co o
( Q 7800'-3" _ � ----
m `� \=== / a BRASS TAG , ZONE LOT AREA: 7 662 S.F. �N� N
- T.O. RETAINING WL ----- --- / / , Q
o -- k " i I ELECTRICAL SERVICE PROPERTY LINE o CO X
I -' w I --------- --Z--_ !� i j WIRE IN 2 HDPE PIPE _ _ _ _ _ _ # rn CNI
__ Z II
i i PLACED / / REQUIRED ZONE LOT SETBACK- - - PRIMARY STRUCTURE FOOTPRINT = 1, 127 S.F. a cNI
o 0 0
Al SNOW' \ .�\� h� \ ,
STORAGE -- 4 v. \ Zi i / ATTACHED GARAGE FOOTPRINT = 405 S.F. (-8 c9
- _ NEW �� REQUIRED ZONE LOT SETBACK
Nq0° 00' 00"E 62.00' UNDERGROUND ; ; / on Lo I-
GAS LINE \ ; / EXTERIOR BUILDING FOOTPRINT MAX. SITE COVERAGE = 20% m o
2" ALUMINUM i i UNDERGROUND WATER LINE (SIZE AS INDICATED) TOTAL BUILDING FOOTPRINT = 1532 S.F. N IIIF Z �'
p DISC \ ii W W W LOQ '
TOTAL BUILDING COVERAGE = 20% o `� om
#2851 \ / / UNDERGROUND SEWER LINE Q J to 0 _ o
DRIVEWAY7\1 . w4, S S s I,532 / 71 662 = O.lgq (Iq.gq%) ° W m w X
UNDERGROUND GAS LINE 5 Q 0 > Q
G G G o w o
UNDERGROUND ELECTRIC LINE ] cn Q
MH0640 E E MAX GROSS RESIDENTIAL FLOOR AREA (GRFA) = 46% r_ W m `1
�� HOOD FENCE o m `n
POWER POLEL ' o >
v . / . 7,662 * .46 3524 = 3,524 S.F. - 0 3
/ / ` STEELo FENCE o 0 0 0 0 0 0 0 (SEE SHEET A4 FOR BASEMENT DEDUCTION CALCULATION) m 3
#2850 SPOT ELEVATION 100'-0" GROSS SF (BEFORE DEDUCTIONS)
BASEMENT AREA: 465 SQ FT •
IV \
SITE PLAN 1ST FLOOR AREA: 1,127 SQ FT
SCALE: e=1'-0" 2ND FLOOR AREA: 1,532 SQ FT
0 5 101
3RD FLOOR AREA: 372 SQ FT
ABBREVIATIONS: TOTAL AREA: 3,4% SQ FT
ABV ABOVE SF DEDUCTIONS
"x12" 6"x6 TREATED FIR
AFF ABOVE FINISHED FLOOR 4"x4"xI" POSTS EVERY 48" (2)4 POSTS EVERY 48" BASEMENT: 465 x .35= 163 SQ FT
ARCH ARCHITECTURAL GALVANIZED
BD BOARD O.C. CAP AND WELD ALL THRU BOLTS EA O.C. SET IN GARAGE: 405 SQ FT
BET. BETWEEN OPEN ENDS CONCRETE
POST (TYPICAL) TOTAL DEDUCTIONS: 568 SQ FTWI
BLK BLOCK (2)4"x4"xa" U
BLKG BLOCKING 7-HORIZONTALS — 4"X4" TREATED FLOOR AREA ANALYSIS z
B.O. BOTTOM OF _ 1" WELD TOP `�1 =1� HORIZONTALS TOTAL GROSS RESIDENTIAL FLOOR AREA: LLA }
m a _ 4/ 2ND FLOOR AREA: 1,127 SQ FT 3 4q6 SF - 568 SF = 2 q28 SF Q
CJ CONTROL JOINT OR COLD JOINT _� 11, AND BOTTOM ' /
CHIM CHMNEY i - - �`' 1ST FLOOR AREA: 1,127 SQ FT CD (r1
cLG CEILING 4" CONC _ ' z 5% SF UNDER MAXIMUM OF 3,524 SF w
m 2'0 ASPHALT FINISHED AREA: 2,254 SQ FT N w
CONC CONCRETE m DRIVEWAY _' - PARKING SPACF _ O
FF FINISHED FLOOR _� 1,-0„ SLAB / BASEMENT AREA: 465 SQ FT .Q
GL GLU-LAMINATED _ GARAGE AREA: 405 SQ FT MAX PARKING/DRIVEWAY AREA: 10% (7 662 * .10 = 766 S.F.) - Q
HDR HEADER a I a p a l
HORIZ HORIZONTAL ° o E O
INSUL INSULATING INSULATED OR INSULATION o - GARAGE AND PRIMARY RESIDENCE DRIVEWAY: 5c16 S.F. Q < z _I Z
INT INTERIOR N ' ; 1 1 1— - ¢ a - PARKING EASEMENT AREA: 63c1 S.F. N O
N.I.C. NOT IN CONTRACT j ,""""""" 11 - o I_U V
"""""' '�""""""""""'� (2)#5 6 a TOTAL PARKING/DRIVEWAY AREA: 1,235 S.F. o WI (�1 (21_
OSBORIENTED STRAND BOARD BELOW - a a LEGAL DESCRIPTION
ML MICRO-LAM (2)4"x14" TOP OF z 4 SNOW STORAGE 307. DRIVEWAY: 17 I S.F. (5q6 * .30) — — W
PL PLATE GALVANIZED WALL = f = LOT 3, BLOCK 8, VAIL INTERMOUNTAIN SUBDIVISION, SNOW STORAGE 30% PARKING EASEMENT: 2% S.F. (688 * .30) .° zQ —
HAD PLYWOOD CONCRETE , a COUNTY OF EAGLE AT 4F COLORADO (f)63q SF ON LOT #2841, 48 SF ON LOT #2821 N }
R RADIUS ANCHORS RETAINING - -
RO ROUGH OPENING EA POST WA SEE \
REF REFERENCE _ LL � ° a.
REQ RE (TYPICAL) r DETAIL = . a = v..�J- 5 INTERNATIONAL LANDSCAPING $ SITE DEVELOPMENT MIN. = 60% `o
PSTRUCTURAL u A 2/s1 g RESIDENTIAL CODE 7,662 .60 = 4,5q7 S.F. >` c 1 u
STRL TR T R L _ o u o a
SF SUBFLOOR \I 1 - o p o p ri > U)
SUBFL SUBFLOOR
TSB TOP � BOTTOM _ � _SETBACKS:0_0� \ DECK AREA = 684 S.F.
THK THICK OR THICKNESS
-' FRONT PORCH = 52 S.F.
FRONT- S��REET ( _ � 20 - e
T.O. TOP OF 1 STEEL GUARD RAIL DETAIL 2 WOOD GUARD RAIL DETAIL SIDE (MIN): 15'-0" PLANTING AND LANDSCAPING = 3/%I S.F. III
TYP TYPICAL s
U.O.N. UNLESS OTHERWISE NOTED Al SCALE: 1/2"=1'-0" Al -'i-, <—
SCALE: 1/2"=1'-0" REAR (MIN): 15'-0" 684 + 52 + 3,%I = 4,5d17 S.F.
VERT VERTICAL