HomeMy WebLinkAboutDRB130555 PLANS SURVEY 7829.2 SEWER MANHOLE
Q RIM ELEV. = 7829.0
GENERAL NOTES: SURVEYOR'S CERTIFICATE 78294 EDGE OF ASPHALT �J
1 DATE OF TOPOGRAPHY :MAY 19, 2005, UPDATED TOPOGRAPHY NORTH OF THE RESIDENCE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF 78289
AND LOCATED TREES OCTOBER 8, 2013. THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS
MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND 7829.3
2 PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287.82' CORRECT TO THE BEST OF MY KNOWLEDGE. CENTERLINE D RB 130555
(NAVD 88). OF ROAD
7829.1 �
3 BEARINGS ARE BASED ON THE EAST LINE OF THE FOUND MONUMENTS MARKING THE �,/ffffl�AKs1j
NORTH CORNER MONUMENTS OF PARCEL B-1. FOUND ALUMINUM CAP # 23506 BEING /Ppo RED/S 1. WATER MANHOLE
N87-50'29"E. (PLATTED N87°09'E) A ROTATION OF 00'41'29".SPC 83. ,AO� ( B �F� �� 7828.6 RIM ELEV. 7829.8 HOLE APPROXIMATE LOCATION OF
�N /G' ® 100 YEAR FLOODPLAIN PER PLAT
4 ORIGIN OF BEARING: COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN OF O 0 BIKE PATH
VAIL MAPPING PROJECT OCTOBER 1996 STATIONS SPRADDLE N 166065.671 E 2753950.797 WHITE STRIPE 7828.8
DATE:------------ ---------.
AND WOODMAN N 1652148.916 E 2727065.360, SPRADDLE TO WOODMAN BEARS S72'26'53'W. BRENT IGGS k - a`- /
BRENT BIGGS "�'o � '�
-�` 11/25/2015 �v♦ 7sza.a 7828.5 � I
5 PROJECT DATUM SCALE FACTOR: 1.00041186 COLORADO P.L.S. No. 2759�F` J 78288
FOR & ON BEHALF OF PEAKkRM CONSULT � INC. WATER MANHOLE
6 100 YEAR FLOOD PLAIN SHOWN IS PER FEMA FLOOD FLOOD INSURANCE RATE MAP PROVIDED BY ���L L NQ///
THE TOWN OF VAIL, PANEL 0656D, MAP NUMBER 8037CO656D EFFECTIVE DATE: DECEMBER 04, \ I '
2007. THE SUBJECT PROPERTY IS DESIGNATED "ZONE AE". 7828.5
7 PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT / w
PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. / 7828,5 -- 7827.9
RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY FIRST i / Qj / `
FOUND
AMERICAN HERITAGE TITLE COMPANY, ORDER No. EL70555BO1, DATED MAY 27, 2005, / .
AT 10:05 A.M.. /-� LS # 2355 06
PIN & CAP
7828.4
8 NOTICE: 7828.3
/ 1 /
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED 7828.2 N87*50'29"E 1
UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST i -� / , /
DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT / /�'' / 1� ` 75.00 1 / r / /
IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF -- / QJ� • \�I��� /
CERTIFICATION SHOWN HEREON. i / 1 --to. 1 1 <- / �- TREE LINE
7828.3 // Q 1 /
All,i N6V I�° ABANDONED I� No �1 /
WELL HEAD
7828.0
'
i 24" METAL PIPE
Afk
i� INV = 7822.7
12" -� INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER. P� 7827.9 y i WALKWAY 1
UTILITY \ \ � WO 1 _�
PEDESTALS
N P v i
7s2s.o 15" METAL PIPE cob
ON / INV = 7823.3 p �/ / / / \ , I 7827.8 1 _ rQ
/12 INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. \ 4P /
`` \\' \ 7827.9 i <' O /12 I WINDOW ` 7828.4 ' (�
�\\ Cjw �� �� / 1 WELL .� SHED _ O
8ARAGE V \
F.F. = 7828.9 rn
MAIN LEVEL
F.F. = 7829.5 7827,
i
z PARCEL B-1
J
78260 PARCEL A -
/ 0.73 Acres
ONE LEVEL FRAME HOUSE _ U)
15" VERTICAL Al / ADDRESS: 2764 SOUTH FRONTAGE ROAD
i PLASTIC PIPE
i INV = 7821.8 / / 7827.6
' APPROXIMATE LOCATION OF
7825.6 �123 100
NOTE YEAR FLOODPLAIN
(SE
50' GORE CREEK
STREAM SETBACK
/ All BOULDER STORAGE AREA 1 -
i APPROXIMATE LOCATION OF 1
000l i 100 YEAR FLOODPLAIN PER PLAT 7825.0 WOOD DECK ®' FOUND AL. PIN & CAP
1 WITNESS CORNER LS # 23506
UY ANCHOR �[ Q�
( ') e - 1 1 GR VEL FLAG �J�QQ
7827.9 WALK W Y QlP,AT Q BRICK
�o � ` ' 1 IN GROUND 11 1 -�� �I �� ��p� WALL
All o_ 24 TRAMPOLINE 1 UUI/QQ�QDQ � _ r�
1 / QaQ�Q
'� I 1 T T C\\
00 FL ONE
15/ " VERTICAL 50' GORE CREEK 1 1 p��AT10�� _ 1 DeCK HOT TUB 1
STREAM SETB CK 24 D
aQ. � � PLASTIC PIP � 1 1 Q QQ 1 111
All ,n 6 r•11 � �8 P0� �\N INV = 7819.0 ' � - - - J
`�`LV p6 SE
A ^ A � o 1
Al 7s2a.6
�nn r \ `!(:. `I` / 2 ` ` \ D _ 7825.9 'All,
15.0'
HIGH WATER MARK
i OF GORE CREEK mama
MAIN i -� I �� woo '
\ IN
avow
717v
APPROXIMATE LOCATION OF \12
MEADOW CREEK �0. SF� 100 YEAR FLOODPLAIN -
CONDOMINIUMS 0j'+ 0��'f- (SEE NOTE 6)
PHASE II
NN
GORE CREEK s
- PARCEL D
\ $� EDGE OF WATER i HIGH WATER MARK
J66 Al OF GORE CREEK /
6
TOPOGRAPHIC MAP
GRAPHIC SCALE PARCEL B
10 0 5 10 20 10Z9� STEPHENS SUBDIVISION
RECEIVED ' � - -
TOWN OF VAIL,
( IN FEET ) By David Rhoades at 4:19 pm, Nov 25, 2013 \ EAGLE COUNTY, COLORADO
PEAK LAND CONSULTANTS, INC.
I '
1 inch = 10 ft. \ DRAWN: JF CHECKED BY: BB PH:(970)476-8644 FAX:(970)476-8616
SHEET 1 of 1 1000 LION'S RIDGE LOOP, SUITE 1D
DATE: 10/15/13 PLC JOB#: 1387 VAIL, CO 81657
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STREET VIEW 1 - �
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2764 South Road
.,. ---------------
West a11 Colorado 81657
STREET VIEW 2
Ste ens u o Parcel -. - �
-----------
Preliminary DRB Set
Vicinity Map
11 =25=1 3 _ ,�. a' 70
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61 VICINITY MAP - CV
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WOW MOV202313 'i9,5 PiA.
INTERIOR LIGHTING NOTE
GENERAL CONTRACTOR TO MEET 2012 IRC REQUIREMENT `
SECTION N1104.1 LIGHTING EQUIPMENT: Y - — �h =, _ r
A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED
LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.
r
U RIVER VIEW 1
ZONING SUMMARY INSULATION VALUE SUMMARY PROJECT INFORMATION
,
WALL INSULATION: Single Family Residence
TOWN OF VAIL ZONING DISTRICT: TYPICAL EXTERIOR WALL Owner: Brian Hoyt and Louise Young
Two-Family Primary/Secondary Residential 5.5" BLOWN-IN BATT(R-4.23 PER INCH). =R-23.27 (R-20 MIN) 2464 S. Frontage Rd W
LOT AREA = .73 ACRES x 43,560 SQ. FT. = 31,179.9 SQ. FT. TYPICAL EXISTING EXTERIOR WALLS TO REMAIN ARE TO BE INCRESED TO BE FURRED Vail, CO 81657
1.5"TO ADD THE EXISTING 3.5"WALL TO MAKE A 5"CAVITY FOR INSULATION =R-21.15
SITE COVERAGE SUMMARY(BOTH HOUSES COMBINED): TYPICAL FOUNDATION WALL AT LIVING SPACE Location: 2764 South Frontage Road �.
o _ - West Vail Colorado 1 57 -- l ��-� � � - --- - � --y � -
3.5" BLOWN-IN BATT(R-4.23 PER INCH). = R-14.81 eS CO o 8 6
SITE COVERAGE - ALLOWED (20/o OF SITE) - 6,360 SQ. FT. � ; -- - ----____,___
2" DRAIN AND DRY ON EXT. OF FDN WALL= R-10.00 Parcel A Stephens Subdivision '
SITE COVERAGE - EXISTING = 1,973 SQ. FT. p
TOTAL WALL R-VALUE =R-24.81 (R-13 MIN)
SITE COVERAGE - TOTAL PROPOSED = 3,383.9 SQ. FT TYPICAL SLAB EDGE/FROST WALL FOUNDATION WALL Parcel #: 2103-143-17-003
2" DRAIN AND DRY ON EXT. OF FDN WALL= =R-10.00 (R-10 MIN) Class of Work: Renovation/Addition
T y e of Construction: Type V-N
UNDER SLAB INSULATION:ALLOWED: 2" RIGID INSULATION =R-10.00 (R-10 MIN) Type of Occupancy- R3 (single famil y)
/ --
46% LOT AREA < 10,000 S.F. = 4,600 S.F. Levels: 2-story +basement
a CANTILEVERED FLOOR INSULATION: `— M
38% LOT AREA < 15,000 S.F. = 1,900 S.F. '
Fire Sprinklers: NO i
0
117/8"BLOWN-IN BATT(R-4.23 PER INCH) =R-50.23 (R-30 MIN) �I -``'_ r Lo
__ .. M
13% LOT AREA < 30,000 S.F. = 650 S.F. Domestic Water Source: Well � --__"_-" --`—-
_ C4
6% LOT AREA (1,179.9 S.F.) = 70.8 S.F. ROOF INSULATION:
TOTAL GRFA ALLOWED = 7,220.8 S.F. 14"OF BLOWN-IN BATT AT THE BTM CHORD OF TRUSSES =R-50.4 (R-49 MIN)
(R-3.6 PER INCH)
Architect: Martin Manley Architects
----�._ - '
GRFA - TOTAL EXISTING = 3,058.5 S.F. WINDOWS: Jeffrey P Manley AIA
� - O
0_ PO Box 1587
GRFA- TOTAL PROPOSED = 6,022.8 S.F. Casement and Awnings=U-Value of.29
Typical picture units= U Value of.30 Eagle, CO 81631 O O
CD
Sliding and Patio doors=U-Value of.32 to .31 970.328.5151 >_ U
M LANDSCAPE jeff @martinmanleyarchitects.com
CD (60% OF SITE) 31,179.9 x 60%=18,797.9 INSULATION SUBCONTRACTOR MUST VERIFY THAT THE RVALUES/U VALUES OF PROPRIETARY
N - PRODUCTS MEET OR EXCEEDS THE VALUES LISTED ABOVE AND THAT INSTALLATION PERFORMED IS Structural:
c
TOTAL LANDSCAPE AREA PROPOSED = 27,796 S.F. PER MANUFACTURER'S SPECIFICATION. ALL WALL INSULATION SHALL COMPLETELY FILL STUD SPACES General Contractor:
W CD
AND HAVE PROPER AIR-BARRIER SHEETHING ON BOTH SIDES OF THE STUD SPACES.
Surveyor: Peak Land Consultants RIVER VIEW 2 0
--_, CL
� �' � - -
F
_ _ _ _ _ _ _ _ _ _ _ �❑ 11 II ll III � � - - - - - - - W
I L J 1 Existing Main Level Area J E
j l
co 0
Existing Lower Level I 1611 .8 I L l z
I� Area f All I I I 1 SIF l I w o
Lo❑ ❑ 1385.4 - - - - �i�❑ ���'�I ❑ - ❑ I I H p
SIF L -]I II v
JI I - ° - - - - - L u I Existing Garage Areal ■ W �,
l ■ � w °-'
III I ❑� �� ❑I �,������ II � - - - - - - \ ���\ � >,
_� JLJL�I_II II ICI ILIII Jl I ll�� _ / III 361.3 SF l LO
i - - !�I - = I ■ 0 � ao E
i l < `'r
C
IL❑ I� Il - � �� l - Q o o M
�' m
ill l I 0
- - - - - - - - - - - - - � � _ - �_ ❑��JV _ - - - J - - - - - - - - J Q
- - - - -
i
❑1 0 Lower Level 2.0 Main Level
' Proposed Garage Area
over 600 sf
�.
141.8 SF o
U)
- z
UP UP w a
n t I Fj > ti
El L
_ o
Proposed Total Lower -
-❑ Level Area G>
Crawlspace Area. 1711F0.3 ❑ p Z
0
343.8 SIF j.
ro osed Total Main
Level Area Proposed Garage Area.
ri
2642.1 � 3�1
SF 600 SF
D
REF.
a I
I
New Crawlspace Area.
322.5 SF
i �" I " I ❑ EIFEI
❑ ❑
r 7
1.0 Lower Level -- -- � 2.0 Main Level GRFA CALCULATIONS 0
- - - _'-011 -- __ ���1/8" = 1'-0�1
1/8" = 1
EXISTING GRFA
LOWER LEVEL =1385.4 S.F.
- s,f s ❑y f4- s ❑ ry} ��� UNEXPOSED REDUCTION 70
= LOWER LEVEL ADJUSTED GRFA
1385.4 x.70 -969.8 S.F.
e/
MAIN LEVEL 1973 1 S F O
\ \ a GARAGE ALLOWANCE_-300 S.F. 70
MAIN LEVEL GRFA =1673.1 S.F.` - (n � Q1
Fiil roposed Total Upper TOTAL EXISTING GRFA =2642.9 S.F. - O '-
- >
U Level Area }' O
�] 1$19'7 - - - - - - TOTARWALL SUMMARY =1809 S.F. J
2.0 Main Level O U
7829' - 6" 1.9 Great Rm Level ❑ ❑ UNEXPOSED WALL =1068 S.F. _ m
_ � - �� ❑ -- ❑ LOWER WALL AREA%= 59% �
777-77 7828 0 � � �
UNEXPOSED REDUCTION 59% --
_ TOTAL WALL -340 S.F. I I I I I I I - _ ! LOWER LEVEL ADJUSTED GRFA >> 0 Ill 11
-BELOW GRADE PORTION OF WALL = S.F. _ - _ I _ ❑❑ ❑❑ ) 1710.3 S.F.x.59 - 1009 S.F. O W Q) -�
III 1 1 III 1 1 1 1 1 1 III I -1.0 Lower Level I- 1.0 Lower Level O
7821' - 0" TOTAL WALL =280 S.F. 7821' - 0" MAIN LEVEL AREA =3383.9 S.F. d'
GARAGE ALLOWANCE 600 S.F.
6 Copy of WEST ELEVATION BELOW GRADE PORTION OF WALL =140 S.F. MAIN LEVEL GRFA =2783.9 S.F.
11-011 1 CV
GRFA AREA CALCULATION
4 ADJUSTED LOWER LEVEL = 1009 S.F.
MAIN LEVEL GRFA =2783.9 S.F.
3.0 ,Upper Level CLG HT OVER 16'AREA = 410.2 S.F.
I L\1 GRFA TOTAL = 6022.8 S.F.
' NEW GRFA= 3379.9 S.F.
ZONING SUMMARY
Area Schedule (Total Living Area Proposed Building) Area Schedule (Existing Building)
2.0 Main Level TOWN OF VAIL ZONING DISTRICT:
' �� Two-Family Primary/Secondary Residential
011 7829' - 6 Name Area Level Name Area Level
LOT AREA= .73 ACRES x 43,560 SQ. FT. =31,179.9 SQ. FT.
iii III SITE COVERAGE SUMMARY(BOTH HOUSES COMBINED): Proposed Total Lower Level Area 1710.3 SF 1.0 Lower Level Existing Lower Level Area 1385.4 SF 1.0 Lower Level
1.0 LOWer Level- SITE COVERAGE ALLOWED 20° OF SITE =6 360 S . FT.
� _ ( i° ) Q Proposed Total Main Level Area 2642.1 SF 2.0 Main Level Existing Main Level Area 1611.8 SF 2.0 Main Level
' " SITE COVERAGE-EXISTING = 1,973 SQ. FT.
TOTAL WALL =590.5 S.F. 7821 SITE COVERAGE-TOTAL PROPOSED =3,383.9 SQ.FT Proposed Total Upper Level Area 1819.7 SF 3.0 Upper Level Existing Garage Area 361.3 SF 2.0 Main Level
Cop of SOUTH ELEVATION BELOW GRADE PORTION OF WALL =200 S.F. Grand total: 3 6172.1 SF Grand total: 3 3358.5 SF
8 1/811 - 1 -0
d d LJ Crawlspace Area Schedule Area Schedule (Total Proposed Building)
�� GRFA ALLOWED:
- 46%LOT AREA< 10,000 S.F. =4,600 S.F. Name Area Level Name Area Level
38%LOT AREA< 15,000 S.F. = 1,900 S.F.
13%LOT AREA< 30,000 S.F. = 650 S.F. � p
7 Lo
6%LOT AREA(1,179.9 S.F.) = 70.8 S.F. Proposed Total Lower Level Area 1710.3 SF 1 .0 Lower Level
-I TOTAL GRFA ALLOWED =7,220.8 S.F. Crawlspace Area. 343.8 SF 1.0 Lower Level N r
' New Crawls ace Area. 322.5 SF 1.0 Lower Level Crawlspace Area. 343.8 SF 1.0 Lower Level r
❑ ❑ ❑
Lk _ p
GRFA-TOTAL EXISTING =3.058.5 S.F. New Crawlspace Area. 322.5 SF 1.0 Lower Level
GRFA-TOTAL PROPOSED =6,022.8 S.F. Grand total: 2 666.3 SF
Proposed Total Main Level Area 2642.1 SF 2.0 Main Level m
_ - - 2.0 Main Level (16' ceilings) Garage Area. 600 SF 2.0 Main Level N
Area Schedule (16 ceilings)
7829' - 6 Proposed Garage Area over 600 sf 141.8 SF 2.0 Main Level O
N 9� Name Area Level Proposed Total Upper Level Area 1819.7 SF 3.0 Upper Level Q Q
M TOTAL WALL =590.5 S.F. LANDSCAPE E
- (60%OF SITE)31,179.9 x 60%=18,797.9 Area Over 16' in Ht #1. 273.8 SF 3.0 Upper Level �
BELOW GRADE PORTION OF WALL =480 S.F. 12'-6" TOTAL LANDSCAPE AREA PROPOSED =27,796 S.F. Area Over 16' in Ht#1. 273.8 SF 3.0 Upper Level Area Over 16' in Ht #2. 136.4 SF 3.0 Upper Level 4-do oe
CRAWL SPACE 1.0 Lower Level Area Over 16' in Ht#2. 136.4 SF 3.0 Upper Level Grand total: 9 7990.3 SF Q
7821' - 0" Grand total: 2 410.2 SF 0
o 0-
69'-6"
Copy of NORTH ELEVATION
1/8" = 1'-0"
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7828.0 1 (SEE E A R FLOODPLAIN N OF
AM'827.6 P UTILITY 24„ V �.' _ �9 ��-. 1 WATER MA a
ICE PATH /NV METAL PIPE EDyTAy� NV = 822.�IPE 6g° 8� �\ — _ I N o NHOL�- o
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NV X821 8 \ / \ — �� \ W0� WALKWAY / I TREE LINE \ _
7829 6 \/ I
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5 SETB ACK LINE PLASTICRTI PIPE L 00 PRROXI A D'�1 ' r l LI i' .I'. j"!' it �..i.I
2 T P V A LO D 7856 4 5/16 II II,_ 7856' 4 I� -- - _
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BACK �' - = III" r, 7853' -0 3/8"
✓CO 7853' 0 3/8 E� �I� I
I 7829 6 O
I ��� /tVIII I PP YEAR FTE
7
oOPLAIN 100 ROXI MATE LOCATIO
N OF
,5 (SEE NOTE 6)
E 7845' -8 1/8"I\r�COF
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W
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/ 7826'-0" ALK CK
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EEK ARK
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