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GENERAL NOTES: PROJ ECT SU M MARY: SYM BOLS : DRAWING INDEX � �
2. VERIFY ALL DIMENSIONS, CONDITIONS,AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY Code: � , EXISTING CONDITIONS. �
WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR q��� q4.i A
DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. INTERNATIONAL RESIDENTIAL CODE ZOO9 CIVIL
section�ut Reterence Detail Area Reference TOPOGRAPHIC SURVEY / EXISTING CONDITIONS �
3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN ZO n I I1ry:
APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR y
AREAS. SINGLE-FAMILY RESIDENCE A3'� EL �'-��
EXISTING / DEMOLITION DRAWINGS
4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL,TIMBER, STUD COLUMNS, OR D I OO 3/I6�� ENTRY LEVEL DEMOLITION PLAN •
�C�u a n c C I a s s i f i c a t i o n. Elevation Reference Elevation Symbol
FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE p y
TO TOP OF CONCRETE,TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS TYPE R DIV. 3 D I O I 3/I6�� MAIN LEVEL DEMOLITION PLAN
OTHERWISE NOTED. � � �
A4.1 A A-L�
5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE D �OO 3/I6�� ELEVATIONS (EXISTING CONDITIONS)
BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS,TOILET Detail Cut Reference Large Area Detail Reference
ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES,CLOSET RODS AND FALSE BEAMS. D 2O I 3/I6�� ELEVATIONS (EXISTING CONDITIONS) �
Q 12131/1999
6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR �
TYPES.
Revision Cloutl Revision Symbol
7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR
WINDOW TYPES.
8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR O 1
AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. PROPOSED WORK.
Grid Bubble Material Tag
9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR ARCH ITECTU RAL
FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT,THEY SHALL IMMEDIATELY NOTIFY THE
ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY A OO I I:I 0 PROPOSED SITE/GRADING/RE-PLANTING PLAN
IN THE PROJECT. A OO� PROPOSED & EXISTING EXTERIOR LIGHTING PLAN
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES A 003 GRFA CALCULATIONS AND iONING ANALYSIS
AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE
INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE
IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES A O I O 3/I6�� CRAWL SPACE FLOOR PLAN
NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN IBC AND ALL LOCAL AND REGIONAL
co�ES. A I OO 3/I6" ENTRY LEVEL FLOOR PLAN
I I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND A I O I 3/I6�� MAIN LEVEL FLOOR PLAN �
OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING,OR O
DRILLING OF ANY CAST-IN-PLACE CONCRETE,STRUCTURAL FRAMING,OR ANY OTHER A I O� 3/I6�� LOFT LEVEL FLOOR PLAN �
STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE PRO� ECT TEAM. � —
CONSTRUCTION.
ARCHITECT: � �
12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE � Z
BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE K.H. WEBB ARCHITECTS P.C. A I ZO 3/I 6�� ROOF PLAN � �
woRK. 710 W. LIONSHEAD CIRCLE, UNIT A z
VAIL, CO 81657
\ J
I 3. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF&DECK PH. 970.477.2990 J � . � O
SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE&SNOW TO ENSURE MINIMAL CONTACTS: „ �' � 0
PROBLEMS WITH THESE SURFACES. KYLE H. WEBB A �OO 3/I6 PROPOSED ELEVATIONS Q Q
LAUREN FORD A ZO I 3/I6" PROPOSED ELEVATIONS � �
Q � o
14. SUBSTITUTIONS OF"EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN J V
APPROVAL.
GENERAL CONTRACTOR: �' � �
15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR NEDBO CONSTRUCTION INC. � �
N
AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION,SUPPLIES, P.O. Box 3419 �
EQUIPMENT, ETC.TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE Vail, CO 81658 �
iN�usTRY. PH. (970) 845-I 00 I � �
J
CONTACTS: � °°
16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE STEVE WALKER � �
SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY v' �
O
STRUCTURAL ENGINEER: �� �
17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING TBD =
UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION ��
IMPACTS TO THE SITE. �
18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE
ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL
AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED
LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND SURVEYOR:
EAGLE VALLEY SURVEYING, INC. P R 0 J E C T :
19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 41199 HWY G & 24, EAGLE-VAIL D R A W N B Y : LJF
P.O. BOX 1230
20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE EDWARDS, COLORADO 81632 D A T E : 12.10.10
CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR PH. 970.949.1406
LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. R E V I S I O N S :
NEDBO PRICING 12.16.10
DRB 02.07.11
COVER
/
(4) PARKING SPACES
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REQUIRED @ WEST UNIT �° `^
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ROOF DN SPOUT DRAIN TO �' � r~�'
FOUND PIN & DAYLIGHT, TYP. � • r
WASHER
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EXISTING GAS METER � � a
_—�� � LOCATIONS TO REMAIN; "' •
N PE�. PROVIDE LANDSC. SCREENING (3) PARKING SPACES -� Q �
AS NECESS. REQUIRED @ EAST UNIT � � ry
� �
I SNOW STORAGE EQUAL TO ,r'L� LINE OF SITE DISTURBANCE a� `" �
100 YR. FLOOD �� 30% OF DRIVEWAY AREA � � � J o
PLAIN � �-
LINE OF EROSION CONTROL " o
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� I ENCROACHMENT INFO SEE NOTE 4 25,038.3 SQ. F . ( � � ,-���� i ' // �5 BUI�p�N
I � 0 0.5748 ACRE 1 1� � ���.0' i , , � � � �ET�K
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� \ O ' /� ° ��. SPACE, SPACE, � 19'-0" � � � 04 � � i �� �
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p� ,�r.o.PaRaPer 1 �� � � i � � � `�� i � i�,� i , SEE NOTE 5 �
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S � � ,, \
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PATI O \
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AeR Fr 1va ,aen Fr.,�vP. � �� � �— *�3 � / � � / / / . � / / %
\ PER FT TYP.T- PER FT �
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RESTORE EXISTING � ��_ 83 5 — � as3 ° ���� � i � � 3% �PE��N �,���� �� �� i � �
� � FLAGSTONE WALK& � �� PARKING PA�ING �� r. R � i � � � � i � i � �' �
� � SPACE, SPA E, - � i� � � � � �` � ��i� � i� i, � INVERT DRAIN � /
PATIO TO EXISTING � � i � i �
o � � CONDITIONS,TYP. � � � � NON-ENCL. NO ENCL. � � � � � � � � � � � i � � i �; � 01.6' �
1 O � 9'-0" X� � 9'-0'X � � �� � i � � � � 3�6' � i � � � ; ��i � � /
� � � � 19'-0" � 19'_ " � � � � , � EXTENT OF WETLANDS �� � � �� � � � � � � � i �
�� � � � � - - � � � � � � � � i i i ' � ', � �
TO BE IMPACTED i 3.4' i �
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FLAGSTONE � ��,,� , - � / �� � � � O
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� � � _ � � � -�_ '��� � � � � � � o ���� � Bourv�aRY � � �- SIDE OF BOTH DRIVEWAYS �
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� � � � ' � V � 6% S OPE UP - � � � INVERT DRAIN Q �
; A I �'� � / � ��� / NEW ASPHALT DRIVEWAY � �
I 01.6' J O
� � � waTER � � � �� � � � � � ' � / OVER FILL �
\ FEATURE � ' � � �FIRE HYDRANT /,tp��9 / O � O
° � I W ER VALV ��5��� � �� J V
��F I� - � N o19 / NEW 18 DIA. CMP CULVERT � Q J
� � � � � — � 55$ / WITH RIP RAP AROUND �� � Q
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EDGE
� OPENING
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CONCRETE LANDSCAPING �� � ' �� � 'I 9g / � EXTENT OF WETLANDS, TYP. � �C
ABUTMENT � I ���� N/ y � / V
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PHONE PEO. , � g0� GENERAL NOTES: V� p
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-
1 � � � � 3 � � j � � �/�
� � 1. THE SURVEY DATA, TOPOGRAPHY, & WETLANDS INFORMATION WAS =
� — _ Fourv� Pirv & �3 } _ _ - - TAKEN FROM A SURVEY BY EAGLE VALLEY SURVEYING DATED 10-23-09
� YELLOW PLASTIC CAP — � �'
- --- — - 2. THE WORK TO BE COMPLETED IN THE WETLANDS AREA WAS �
APPROVED BY THE ARMY CORPS OF ENGINEERS, SEE REGULATORY
SEWER DIVISION APPROVAL REFERENCE # SPK-2010-00395. FOLLOW ALL
MANHOLE GUIDLINES PER THE "NATIONWIDE PERMIT SUMMARY".
N � 3. PRIOR TO THE START OF EXCAVATION FIELD VERIFY ALL UTILITY
� LOCATIONS.
� 1 DENOTES TREE TO BE REMOVED; REPLACEI RELOCATE WITH SAME SPECIES &TRUNK DIAMETER P R 0 J E C T :
�-- (38 CONIFEROUS TREES REMOVED) 4. THE ENCROACHMENT INTO THE 15' SETBACK AT THE WEST SIDE OF D R A W N B Y : LJF
W THE LOT WAS APPROVED IN 1987 WHEN THE 10' BUILDING SETBACK D A T E : 12.10.10
E WAS ESTABLISHED. THE ENCROACHMENT INTO THE 10' SETBACK WAS
X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER DONE AT THAT TIME. ALL NEW WORK MUST HONOR THE 15' SETBACK.
REVISIONS :
S 5. PROVIDE EROSION CONTROL WHICH WILL INCLUDE DEBRIS
FENCING AND STACKED BALES OF HAY ALONG THE EXTENT OF THE NEDBO PRICING 12.16.10
\ X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER WETLANDS TO BE IMPACTED ON EACH SIDE OF THE EAST DRIVEWAY. DRB 03.02.11
6. ALL DISTURBED SOFTSCAPE AREAS TO BE RESTORED BACK TO THE
� ORIGINAL PLANTING PLAN, UNLE55 OTHERWISE NOTED.
� DENOTES (38) NEW ASPEN (POPULUS TREMULOIDES)TREES TO BE ADDED
7. ALL DISTURBED HARDSCAPE AREAS TO BE RECONSTRUCTED AS
SHOWN/LABELED ON THIS SITE/GRADING PLAN, UNLESS OTHERWISE
NOTED.
i DENOTES (3) NEW ROCKY MOUNTAIN JUNIPER (JUNIPERIOUS SCOPULORM)TREES TO BE ADDED
SITE GRADING
RE-PLANTING PLAN
1 SITE & GRADING PLAN
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PER FT.,TYP. ���. PER FT.,TYP. � SLOPE 1/4"R.D .! SLOPE 1/4" � J �
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RooF - —_ 8305
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� DECK BELOW � � m
1. ALL DRAIN,SCUPPER&DOWNSPOUTS TO J \ � �:
� HAVE HEAT TAPE AND DRAIN TO SUB-GRADE I �
DRAINAGE SYSTEM ,� � �� �� �
, 0
�
� 2. ALL ROOF PENETRATIONS TO HAVE UP HILL � � �1 �
BOOTS � �
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I 3. ALL DOWNSPOUT LOCATIONS TO BE VERIFIED �
IN FIELD BY ARCHITECT �
-
4. ACTUAL ROOF DRAIN&OVERFLOW SCUPPER � / �
I LOCATIONS TO BE LOCATED BY ROOFING \
CONTRACTOR; FINAL APPROVAL BY ARCH. �/
I �
I /
/
� � � � /
i�-
, � - ___ �
_ _ � 1
1 ROOF CONSTRUCTION: �� � ' P R O E C T :
---
FLAT ROOF CONSTR W/CURB/PARAPET BUILD-UP: �— - / � D R A W N B Y : LJF
I
- EPDM ROOF; CONTINUOUS OVER TOP&SIDE OF
;� i DATE : 12.10.10
PARAPET/FASCIA BUILD-UP; FULLY ADHERED ;-' -'" /
I - %4" DENSDECK PROT. BD.; FULLY ADHERED /
/ � REVISIONS :
- TAPERED RIGID WSUL.*; FULLYADHERED � -- . � Q N
q --
I - 50# FELT; HOT-MOP TO ROOF SHEATHING; 0't � � M� NEDBO PRICING ZZ.IF).ZO
CONTINUOUS OVER PARAPET/FASCIA BUILD-UP � • /
/ M DRB 03.02.11
I - 5/$" ROOF SHEATHING PER STRUCT. � w
/ � w ,
- CLOSED-CELL SPRAY-IN INSUL (R-49 MIN.) / J
� � � E
I TYP. 3:12 ROOF CONSTRUCTTION: /
_ _ /
I " - CLASS A ASPHALT SHINGLES
/
- WPM PER ROOF MAUNUF.SPECIF. / � S
1 - 5/8"CDX EXTERIOR PLYWD. / FLOOR PLIiNS
- 1 3/4"X 9 1/2" LVL RAFTERS @12"O.C. �
I �
� ROOF
- SPRAY IN FOAM INSULATION(R-49 MIN) / R O O F P LA N
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�i � � PROPOSED: 3,771 sf (GRFA)
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� � � � EXISTING : 1,990 sf (GRFA) � Q J
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� �, � 443 sf (qaraqe) � ��
, ��; - %� , 2 ,433 sf (tota/) �
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PROPOSED: 2 ,647 Sf (GRFA) �j �
X �
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1 169 sf ara e �
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, �� � � � 3,816 sf (tota/) �
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� ��X� � � � SITE COVERAGE: 3,816 sf (GRF,4)
S � � COV �� ��� � ,
� �;� 491 (covered f4 )
; x X �� �� �i 4,307 sf (total)
X
� I .
PROJECT .
___�_ � I
- - I , / I DRAWN BY : LJF
I �___ / ' DATE : 12.10.10
I �i' ' / � I
I �i� � �
� � � - REVISIONS :
'/, ,
� NEDBO PRICING 12.16.10
- ��-�-�
� DRB 03.02.11
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1 „ , „ I � GRFA CALCULATIONS
15T LEVEL 3/16 = 1 -0 �
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GRFA CALCULATION : `' ° ^
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LOT SIZE: .5748 AC. / 25,038.3 SQ. FT. . J °
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BASED ON I . L.C. 'S BY EAGLE VALLEY SURVEYING, 08. 13 .09 � Q �
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ZONING : TWO-FAMILY RESIDENTIAL °� � �
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5 ETBAC KS: 2 0' F RO NT -� Q
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15 ' SIDES � z
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W
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HEIGHTS: 33' SLOPED ROOFS, 30' FLAT ROOFS � °
PARKING : 5 SPACES REQUIRED IF BUILT OUT TO MAXIMUM �
LANDSCAPING : REQUIRED: 15,023 Sf (60% OF TOTAL SITEAREA) �
PROPOSED: 15,023 sf
.
SITE COVERAGE: ALLOWED: 5,008 Sf (ZO% OF TOTAL SITEAREA)
PROPOSED: 4,307 sf �
GRFA: ALLOWED: 7,805 sf (4, 60ofZ,90ofZ,305) .
1,2 0 0 Sf (qaraqe credit)
9,005 sf (total) �C
EXISTING : 4,048 Sf (GRFAJ
443 sf (qaraqe)
4,491 sf (total)
PROPOSED: 7,604 Sf (GRFA side A & B)
1, 169 sf ( ara e)
8,7 7 3 Sf (total proposed sf)
%
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PROJECT :
O DRAWN BY : LJF
�� �, DATE : 12.10.10
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II' �, REVISIONS :
I
-- _ i� I
NEDBO PRICING 12.16.10
� DRB 03.02.11
/ i,
���� G R FA CALC U LATI O N EX H I B IT �RFA CA�CU�T�oNs
1 LOWER LEVEL 3/16"= 1'-0"
/
(4) PARKING SPACES
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REQUIRED @ WEST UNIT �° `^
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ROOF DN SPOUT DRAIN TO �' � r~�'
FOUND PIN & DAYLIGHT, TYP. � • r
WASHER
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EXISTING GAS METER � � a
_—�� � LOCATIONS TO REMAIN; "' •
N PE�. PROVIDE LANDSC. SCREENING (3) PARKING SPACES -� Q �
AS NECESS. REQUIRED @ EAST UNIT � � ry
� �
I SNOW STORAGE EQUAL TO ,r'L� LINE OF SITE DISTURBANCE a� `" �
100 YR. FLOOD �� 30% OF DRIVEWAY AREA � � � J o
PLAIN � �-
LINE OF EROSION CONTROL " o
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FEN IN —
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EXTENT F WETLAND T
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� � � _ - - � --- EXTENT OF WETLANDS, TYP. � —
� � 08 �
. � � �� �.
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� y SNOW STORAGE EQUAL TO f
-k--- I � — � � / _ �y o N
,� � \ � 30/o OF DRIVEWAY AREA �,�
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� SPACE, ENCL. SPACE, ENCL, � � �� -� -- ��� i �
� p5 �
� 9'-Q" X 18'-0" 9'-0" X 18'-0" � I V -r �� � PARKING i� ��
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BUILDING OUTLINE p6 asss�-r� � ��
� � � r.o.sNenTHUV�@ Ri e � � NON�ENE� � ��
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ROOF OUTLINE � 9'-0" X 18'-0" PARKING 19'-0" i
C' � � �
o • LOT 4 , / � PacE, � � � ° ,; '� —
NON�iVC-L
� I ENCROACHMENT INFO SEE NOTE 4 25,038.3 SQ. F . ( � � ,-���� i ' // �5 BUI�p�N
I � 0 0.5748 ACRE 1 1� � ���.0' i , , � � � �ET�K
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PER FT..TYP. ?-�� PER FT TYP. �
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� � N / i � ON-ENCL. � � i
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� \ O ' /� ° ��. SPACE, SPACE, � 19'-0" � � � 04 � � i �� �
� � � 6! ' � � ' �'��. NON-ENCL, NON-ENC . � � ° � � i - '� /
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p� ,�r.o.PaRaPer 1 �� � � i � � � `�� i � i�,� i , SEE NOTE 5 �
tP 'v� � � � / � � � i� �-���� /
'� �p �`? ��'� �° ,-�� `�. �o �� , *ps � i� �� � � � � ��' � �PROPOSED �� � �� �� /�,
S � � ,, \
I I � � , �'__ �; / � *04 FLAGSTONE � - - � i� �� ,; � ��� i AS HALT i� �� � i� ��� \ /
PATI O \
s�oaeva �_swaeiia�� — - swaei�a���� s�oaEin / / . / _.__�. ______. DRI / � � / . � .
AeR Fr 1va ,aen Fr.,�vP. � �� � �— *�3 � / � � / / / . � / / %
\ PER FT TYP.T- PER FT �
v+\ �
i� � / / /
� �� �b i ��� � � � � � i /� � i �'
�m =
i �° �">�, %, � ,i � 2 /i , � i �� �
�;' � �• _�3 �
RESTORE EXISTING �
�_ $3 5 � as3 ° �;�� � i � � 3% OP� DN '�j i �� i � � \
� � FLAGSTONE WALK& � �� PARKING PA�ING � R ,� � � � � i �
� � � SPACE�, SPA�E, � � - � i� � � �` �i� � i� i, � INVERT DRAIN � �
W PATIO TO EXISTING � i � / , � � � i � /
o � � CONDITIONS,TYP. � � NON-ENCL. NO ENCL. ,, � � � � � � � � i �� i , ,�'i 01.6' � /
1 0 � 9'-0" X 9'-0{'X � � � i � 3�6' � � /
� 19'-0"� 19�_��� � � � � i � � � i � � i � � / /
� � � � EXTENT OF WETLANDS � � � i � , � �
� TO BEIMPACTED / � �
� � � 3.4' � � i � , � � ,
, _
� �� � � � '� / � ,i � 3% �I..OPE D � ' � �� ,' i � Z
� � i . � i �
FLAGSTONE � ���� , � � i � � 2�, ,� � - � / �� �� � ��� /
- /
I � WALK / y \ � / i � i / - / " —
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.
' * � ' �
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,
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WALL,TYP. � _ �p � � - / p ��/ �� � �
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� � �. , � �� ���o �. � � � � ���pj � WETLANDS � � / / �
—
� _ �� � -�_ -� , � � � � � ,Zp 8 � BOUNDARY - �� � � � �i
p ' y 'y, � � � � NEW 4' CONCRETE PAN , . �
n o � O
l � / / � 0
� � � � � � W Q
�� � � �, � \� o � �� - �� �
� y� � \ 6/o S OPE UP �- / - INVERT DRAIN Q pC
� � � oi.6' NEW ASPHALT DRIVEWAY Q � �
� � � WATER � �� � �/ � FIRE HYDRANT � �9� � � OVER FILL � J
FEATURE � ' I � ��L9' / O �
, � ��� I� � � � w E�a�v o1g��5��� / � NEW 18" DIA. CMP CULVERT � � �
� � Q �
I � s S5$ / WITH RIP RAP AROUND � —
EDGE � �� . ' � � �� � � � � � � - OPENING � ��
LANDSCAPING � �` ' ��` ,I� � � � � � �
CONCRETE \. � / \ 99 EXTENT OF WETLANDS, TYP. �
ABUTMENT � I ���� N/ y � I / / V
I / I �-- _ _ � � � m
� � � �'--�--- / F1V�
° � 1" �RON PIPE / ���� � �
PH�E PED. I 1" IRON PIPE I IN�8299.7 / ' � �OD'(N C� GENERAL NOTES: V� Q
INV.=8300.6 /i
J - --
� � � / � � «1 �
� � 1. THE SURVEY DATA, TOPOGRAPHY, & WETLANDS INFORMATION WAS =
� — _ Fourv� Pirv & �3 ~ _ _ - - TAKEN FROM A SURVEY BY EAGLE VALLEY SURVEYING DATED 10-23-09
� YELLOW PLASTIC CAP — � �'
- --- — - — — 2. THE WORK TO BE COMPLETED IN THE WETLANDS AREA WAS �
APPROVED BY THE ARMY CORPS OF ENGINEERS, SEE REGULATORY
SEWER DIVISION APPROVAL REFERENCE # SPK-2010-00395. FOLLOW ALL
MANHOLE GUIDLINES PER THE "NATIONWIDE PERMIT SUMMARY".
N � 3. PRIOR TO THE START OF EXCAVATION FIELD VERIFY ALL UTILITY
� LOCATIONS.
� 1 DENOTES TREE TO BE REMOVED; REPLACEI RELOCATE WITH SAME SPECIES &TRUNK DIAMETER P R 0 J E C T :
�-- (38 CONIFEROUS TREES REMOVED) 4. THE ENCROACHMENT INTO THE 15' SETBACK AT THE WEST SIDE OF D R A W N B Y : LJF
W THE LOT WAS APPROVED IN 1987 WHEN THE 10' BUILDING SETBACK D A T E : 12.10.10
E WAS ESTABLISHED. THE ENCROACHMENT INTO THE 10' SETBACK WAS
X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER DONE AT THAT TIME. ALL NEW WORK MUST HONOR THE 15' SETBACK.
REVISIONS :
S 5. PROVIDE EROSION CONTROL WHICH WILL INCLUDE DEBRIS
FENCING AND STACKED BALES OF HAY ALONG THE EXTENT OF THE NEDBO PRICING 12.16.10
\ X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER WETLANDS TO BE IMPACTED ON EACH SIDE OF THE EAST DRIVEWAY. DRB 02.07.11
6. ALL DISTURBED SOFTSCAPE AREAS TO BE RESTORED BACK TO THE
� ORIGINAL PLANTING PLAN, UNLE55 OTHERWISE NOTED.
� DENOTES (38) NEW ASPEN (POPULUS TREMULOIDES)TREES TO BE ADDED
7. ALL DISTURBED HARDSCAPE AREAS TO BE RECONSTRUCTED AS
SHOWN/LABELED ON THIS SITE/GRADING PLAN, UNLESS OTHERWISE
NOTED.
i DENOTES (3) NEW ROCKY MOUNTAIN JUNIPER (JUNIPERIOUS SCOPULORM)TREES TO BE ADDED
SITE GRADING
RE-PLANTING PLAN
1 SITE & GRADING PLAN
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EXTERIOR ELECTRICAL KEY • Q �
� �
TYPE QTY. MANUF./MODEL# NAME LAMP WATTAGE COLOR/FINISH NOTES cn ,
A WALL-MOUNTED SCONCE 17 HINKLEY/1325BK "DWELL" 100w MED. BASE g�qCK DARK SKY,WET LOCATION .� Q o
o�
B EXTERIOR RECESSED DOWN-LIGHT 7 B-K LIGHTING/B-VS-MR-9-BLP-10-11-TP "VERSA-STAR" MR-16 BLACK v � N
C WALL MOUNTED STEP-LIGHT 11 B-K LIGHTING/B-SQ-MR-I-BLP-TP "SQUARE STEP-STAR" MR-16 BLACK � a,=i+ ^
. �
D-x LANDSCAPE PATHWAY LIGHT 15 HINKLEY/1518HE "HEMATITE" 18w wedge base HEMATITE p
i� J n
V �
.� GC
V
� p
Q
� W
NEW RECESSED DOWN-LIGHTS �
IN BLDG OVERHANG � o
-- NEW RECESSED DOWN-LIGHTS � � J
�
� IN CAR PORT ,�
NEW RECESSED PATH LIGHTS �
18" OFF GRADE, TYP. � –°
�
� �
I
� � �
/ �
1 S8�°3 '49"E lg0 0
� � � y � � NEW RECESSED DOWN-UGHTS
IN BLDG OVERHANG
� � �
I / . � __ NEW RECESSED STEP LIGHTS
� � � 18" OFF FINISHED FLOOR, TYP.
� � � � �,���
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� `� � 0.5748 ACRES � � / � m
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� � � � DATE : 12.10.10
_ _ / �
_ _ _- — — W
— — - — \ E REVISIONS :
- - _ _/ __ _-- � —
NEDBO PRICING 12.16.10
S DRB 02.07.11
�
EXTERIOR LIGHTING PLAN
EXTERIOR LIGHTING PLAN
1 1�,=io�
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(3RD FLOOR) �%�/ � °Q
GRFACALCULATION, UNITA: --.----- '/ ';%� �' _
%� %� �" %� i z
EXISTING: 0 sf (livingspace) / ' , %' � � �
PROPOSED: 1,185 Sf (livinqspace) 'j � / W
�j �.E O C�32 OO�P.__._ �"j���.
/i �
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GRFA CALCULATION, UNIT B: % � �
N/A
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�
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��;��� SIDE A: + 1185 SF
j;
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// �
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•
GRFA CALCULATION EXHIBIT �
2 MAIN LEVEL
�C
GRFA CALCULATION:
LOT SIZE: .5748 AC. / 25,038.3 SQ. FT.
BASED ON I.L.C.'S BY EAGLE VALLEY SURVEYING, 08.13.09
� �
' ZONING: TWO-FAMILY RESIDENTIAL
' � �
, / // ,
/
�/ � � � SETBACKS: 20 FRONT
�� � � � �
;��� � 15 51 D E 5
(2N� F�ooR> � � „ /;� _ ----- 15' REAR
GRFA CALCULATION, UNIT A: � � �� � ;���'����� �
i �' '� �� � ��--����- ' ��� ��� � � ������" HEIGHTS: 33' SLOPED ROOFS, 30' FLAT ROOFS
EXISTING: 1,029 5f (livinqspace> a ��,� �� �
� �
PROPOSED: 2,100 sf ll%�%ngspace� j � �� � ��� � %�.� ���� �� / ,� PARKING: 5 SPACES REQUIRED IF BUILT OUT TO MAXIMUM
---- - �
GRFA CALCULATION, UNIT B: �;%� / %��� �' LANDSCAPING: REQUIRED: 15,023 Sf (60% OF TOTAL 5/TEAREA)
raP�rw��o /; '/ ' PROPOSED: 15,023 sf
EXISTING: 1,029 sf (livingspace) ��,������� �
h T.O.PLYWOOD � /i // �
4�",�'_���� ;' �' �i`��!"� SITE COVERAGE: ALLOWED: 5,008 sf (zo/ oFTOT,4� 5/TEAREA) Q
PROPOSED: 1,507 sf (living space) �
-- PROPOSED: 4,290 sf � _
� _
GRFA: ALLOWED: 7,805 sf (4,600f1,900+1,305) Q o
1,200 Sf (qaraqe credit) Q z
/%� 9,005 sf (total) Q �
SIDE A: + 1071 SF Z
J
SIDE B: + 478 SF EXISTING: 4,048 sf (livinqspace) \ ,�
443 sf (garage) J �u o
4,491 sf (total) �� J �
0 � o
PROPOSED: 7,438 Sf (livinq space side A & B) Q J O
GRFA CALCULATION EXHIBIT �,169 sf ( ara e� � Q J
2 MAIN LEVEL 8,6 0 7 S f (to ta lpropose ds f)
W ' Q
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/ ,, ; GRFA CALCULATIONS & ZONING ANALYSIS = �
% /, 3 '—'—'
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(1ST FLOOR) � /// � ,
GRFA CALCULATION, UNIT A. !%' � � �� ���
`; � � , � , ,
, �
/ PROJECT .
EXISTING: 1,173 sf (livinqspace) � � ;�� �
211 sf lgarage� � D R A W N B Y : L F
1,384 sf (totall � � � � � � �
------ -------- -� � ;; ,
D A T E . 12.10.10
PROPOSED: 1,430 sf (livinqspace) �EL P`30fi8o SIDE A: + 643 SF /�;'�/
597 sf ( ara e) ToP�Ywo�o !�;%��� /' ; .
' REVISIONS .
2,027 Sf (total proposed sf)
SIDE B: + 739 SF °E`"306'a" /i
/ NEDBO PRICING 12.16.10
GRFA CALCULATION, UNIT B: DRB 02.07.11
EXISTING: 817 sf (livinqspace) �
232 sf (qarage)
1,049 sf (total) /j
PROPOSED: 1,216 sf (livingspace)
572 sf (main level)
1,788 Sf (totalproposedsf) �
�
�
� GRFA CALCULATIONS
GRFA CALCULATION EXHIBIT
1 LOWER LEVEL
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1982 ADDITION � �
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FIRE-RATED FLOOR HATCH
20'-0" FIXED STEEL ACCESS
LADDER
MECH. SPACE I
AS REQUIRED; NO EQUIP.TO
BE FURTHER THAN 20'-0" FROM
ACCE55 DOOR �
O
MAX.CRAWL SPACE
ACCESS OPENING �
12 SQ. FT. —
� �
SEE 5100 FOR COLUMN Q
&FOOTING LOCATIONS
FIRE-RATED FLOOR HATCH Q Z
MUD SLAB ON ENTIRE / FIXED STEEL ACCE55
CRAWL SPACE FLOOR LADDER � V'
� TYPE'X'GWB ON ALL ZQ�_�„ Z
CWGS J
MECHANICAL VENTIL. EXISTING FOUNDATION
MECH. SPACE � � J � O
1 CFM PER 50 SQ.FT. WALLS&FOOTINGS AS REQUIRED; NO EQUIP.TO � . �
OF FLOOR AREA BE FURTHER THAN 20'-0" FROM � � Q
225,000 BTU; PROVIDE ACCESS DOOR
(4)6"COMB.AIR DUCTS; NEW FOUNDATION
WALLS&FOOTINGS � J �
TBC BY MECH. ENG. � RE:STRUCTURAL O ' J
MAX.CRAWL SPACE � � � J O
HEIGHT<5'
Q
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NEW FOUNDATION �
WALLS&FOOTINGS �'
RE: STRUCTURAL
�
PROJECT :
DRAWN BY : LJF
D A T E : 12.10.10
REVISIONS :
NEDBO PRICING 12.16. 0
DRB 02.07.11
FLOOR PLANS
\� C RAW L S PAC E PLAN CRAWL SPACE LEVEL
� 3/16" = 1'-0"
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° DECK °' EL. +/-306'-8" COAT CLOSET
� � 102 � � � �
AME TABL � BEDEZOOM 3 10'-lZ"
SNOWMELT AT ST I
DROP IN DECK o �l�$ i I � � - - - �
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GAS FIREPLACE SNOWMELT AT
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APPLIANCE UP � 4'-4" �� z
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1 � i
� ; � �� � DATE : 12.10.10
� � �
�� '� �' � �� '�'� ��� � � REVISIONS :
1 � � - � � N �
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LOFTABOVE II � -� �� �'
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DECK � ��K � � —i
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GUARDRAIL GUARDRAIL GUARDRAIL � � �
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1 i PROJECT :
, � DRAWN BY . LJF
I � DATE : 12.10.10
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I � N
/ NEDBO PRICING 12.16.10
I � DRB 02.07.11
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WD WD
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1 ROOF DECK BELOW
I 10'-4�" 20'-5�"
MASTER GAS FIREPLACE
IBED o00M � APPLIANCE I
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° Io.,- O FLUE
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ISTAIR DECK DECK BELOW Q Z
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1 , � DATE : 12.10.10
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i
I / N REVISIONS :
i
/ NEDBO PRICING 12.16.10
I � DRB 02.07.11
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/ �
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� FLOOR PLANS
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REVIEW
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ROOF
I � DECK BELOW
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SLOPE 1/4" ;-„�, SLOPE 1/4"
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DECK BELOW T.O. PARAPET v
� GENERAL ROOF PLAN NOTES: ""�F � O
I DECK BELOW � m
� 1. ALL DRAIN, SCUPPER&DOWNSPOUTS TO � � �
I HAVE HEAT TAPE AND DRAIN TO SUB-GRADE
DRAINAGE SYSTEM v' �
0
I 2. ALL ROOF PENETRATIONS TO HAVE UP HILL «1 �
BOOTS
�
I 3. ALL DOWNSPOUT LOCATIONS TO BE VERIFIED
IN FIELD BY ARCHITECT ��/
� f�L
I 4. ACTUAL ROOF DRAIN&OVERFLOW SCUPPER j
LOCATIONS TO BE LOCATED BY ROOFING i
CONTRACTOR; FINAL APPROVAL BY ARCH.
I / /
�
� �
� /
IROOF CONSTRUCTION: � P R 0 J E C T :
FLAT ROOF CONSTR W/CURB/PARAPET BUILD-UP: / � D R A W N B Y : LJF
I - EPDM ROOF; CONTINUOUS OVER TOP&SIDE OF i D A T E : I 2.I 0.I 0
PARAPET/FASCIA BUILD-UP; FULLY ADHERED /
I - 1/a" DENSDECKPROT. BD.; FULLYADHERED /
� REVISIONS :
I - TAPERED RIGID INSUL.*; FULLY ADHERED � N
- 50#FELT; HOT-MOP TO ROOF SHEATHING; �
� NEDBO PRICING 12.16.10
ICONTINUOUS OVER PARAPET/FASCIA BUILD-UP � DRB OZ.O7.11
' - %$" ROOF SHEATHING PER STRUCT. �
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I - CLOSED-CELL SPRAY-IN INSUL. (R-49 MIN.) /
% � E
I TYP. 3:12 ROOF CONSTRUCTTION: / �
/
I - CLA55 A ASPHALT SHINGLES
%
� - WPM PER ROOF MAUNUF.SPECIF.
/ �
- 5/8"CDX EXTERIOR PLYWD. �
/
� - 1 3/4"X 9 1/2" LVL RAFTERS @12"O.C. � FLOOR P�NS
� ROOF
� � ROOF PLAN
- SPRAY IN FOAM INSULATION(R-49 MIN) / �
/
/
/
� � 3/16" = 1'-0" �
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MAIN LEVEL T.O.PLYWD. •
315'-8" - ` I
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B B STONE VENEER,TYP.
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•
I
ENTRY LEVEL T.O.PLYWD. �C
- �
306'-8" - '
METAL CLAD GARAGE
DOOR
50 UTH E LEVATI O N
1 3/16" = 1'-0"
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o �— –�
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MAIN LEVEL T.O.PLYWD. � - ---- "' P R 0 J E C T :
315'-8" � � , _, D R A W N B Y : LJF
� D A T E : 12.10.10
��
PERMIT SET 10.16.09
� REVISIONS :
GAS GAS
METER LOC. METER LOC.
i
NEDBO PRICING 12.16.10
DRB 02.07.11
ENTRY LEVEL T.O.PLYWD. i
_. _
306�_g�� , _ _ ,
PROVIDELANDSCAPE
SCREENING,TYP.
N O RTH E LEVATI O N
2 3/16�� = 1�-0�� PROPOSED
ELEVATIONS
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325'-8"
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SIDING,TYP. �
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_ i 1 �
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UPPER LEVEL T.O.PLYWD. - � —
315�_$�� _ _I. � _ —
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_ .
ENTRY LEVEL T.O.PLYWD.
- � �C
306�_$�� _�i — - -- � _
N
EAST E LEVATI O N
3 3/16" = 1'-0"
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UPPER LEVEL T.O.PLYWD.
315'-8"
� PROJECT :
DRAWN BY . LJF
�
D A T E : 12.10.10
PERMIT SET 10.16.09
� REVISIONS :
ENTRY LEVEL T.O.PLYWD.
306�-$�� NEDBO PRICING 12.16.10
DRB 02.07.11
WEST ELEVATION
4 3/16�� = 1�-0�� PROPOSED
ELEVATIONS
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' I xxx EXISTING WALL TO REMAIN
�
_ = EXISTING WALL TO BE DEMOLISHED �
I
II •
IIBATH
^ xxx �
FAMILY ROOM I � � �
XXX L
I UTILITY I ME XH I �
I� � xxx I r �
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KITCHEN � I �� II STORAGE
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/ � I � �I II � � \ DINING ROOM I
� � - -I �� � �� XXX
DECK � � � � _ _r � � z
xxx I DINING ROOM DECK
xxx L� � �I GARAGE CAR PORT GARAGE II � � J xxx I O
� � �
I xxx xxx xxx I
ENTRY r ENTRY �' T.O. PLYWOOD
� T.O. PLYWOOD / � I I I I ■ \ I
EL. +/-306'-8" XXX STAIR STAIR XXX EL. +/-306'-8" Q O
�, XXX J� �� XXX � �� J o
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II � XXK II W
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PROJECT :
DRAWN BY : LJF
D A T E : 12.10.10
REVISIONS :
NEDBO PRICING 12.16.10
DRB 02.07.11
I
EXISTING LOWER LEVEL - DEMOLITION PLAN EXISTING LOWER LEVEL
�" 3/16�� = l�-o�� DEMOLITION PLAN
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� � � I
� I �
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0 I •
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��� I BEDROOM 3
I BATH I xxx
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L�!: I XXX �� XXX � I I �
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� � � u� � o-- I � � I �
IIBATH I I�� II BATH I
xxx BEDROOM 3 III BEDROOM 2 xxx I STORAGE I �
� �I xxx xxx � JI � � xxx I MASTER BEDROOM
II I ` ��� II r -� � XXX I �
MASTER BEDROOM � � �I J� .�r �I � I DECK Z
XXX � � I I I I I � � �� J XXX I
� � �I BEDROOM 2 MASTER BATH I �r � O
-�T—.O. PLYN/OOD " XXX I I I C�� XXX I � —
n Y EL. +/-315'-8" I I � - ■I �� T.O. PLYWOOD — _
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PROJECT :
DRAWN BY : LJF
D A T E : 12.10.10
REVISIONS :
NEDBO PRICING 12.16.10
DRB 02.07.11
EXISTING MAIN LEVEL
EXISTING MAIN LEVEL - DEMOLITION PLAN DEMOLITION PLAN
l 3/16" = 1'-0"
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315'-8" �
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ENTRY LEVEL T.O.PLYWD.
306'-8"
.
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1 NORTH ELEVATION
3/16" = 1'-0"
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� , DATE : 12.10.10
�\ ii i� �
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/ � / NEDBO PRICING 12.16.10
ENTRY LEVEL T.O.PLYWD. � ' �� � � T ' _ N , � i� I �RB oz.o�.ii
i � � � �
306'-8" !_ �;
BUILDING ELEUATIONS
SOUTH E�EVATION EXISTING CONDITIONS
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UPPER LEVEL T.O.PLYWD.
315'_8" ;
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.
ENTRY LEVEL T.O.PLYWD. �C
306'_8" '
-
�
EAST E LEVATI O N Z
3 3/16" = 1'-0" O
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UPPER LEVEL T.O.PLYWD.
315'-8"
\ � PROJECT :
DRAWN BY : LJF
D A T E : 12.10.10
REVISIONS :
ENTRY LEVEL T.O.PLYWD. � _
' _� NEDBO PRICING 12.16.10
306�-$�� DRB 02.07.11
WEST ELEVATION BUILDING ELEVATIONS
4 3/16�� _ ��-o�� EXISTING CONDITIONS
'�� L0�'T� i0° Y� �-0°n �ai� �01-a� I N TE R S TA TE H I G H WA Y N 0� ��
FR�I FEMA FL�D INSURANt� STUDY NUMBER 080;i7CV000A
DATED DECEMIBER 4, 2007
� � __ ------------ CHAIN UNK FENCE
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8319.0 � i H � L30 N09°25'30"W 12.25'
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I � , � �� � ' ar'oe�6 PLATS, EASEMENTS OF RECOR� (O7HER 7HAN PLATIED). ENCUMBRANCES,
� \ � � � � STAIRS WALL �� ' I '� � ,,-' RESTRIC7IVE COVENANTS. OMMERSHIP 111LE EVIDENCE. OR ANY O7HER
I I � o � oa � � ,,- FAC15 THAT AN A�CURATE AND CURRENT 11TLE SEARCH MAY DISCLOSE.
� CEMTERLINE
� � � ��� � �U l%,��' � � � ', 1.s p�TCH � )
� ' �� , � �� , , 3 N0710Eo ACOORDING TO COLORIIDO LAW YOU MUST COMMENCE ANY LEGAL
�,� � � � � o�c2 -� � I �' 82 9�7 �� x�-' N AAFTER YnU FlRST DIS�OVER�CH �DEFECT. N NO EVENTN A ANY�S
� ; x o�6 � �� � � � ,-' � AC710N BASED UPON ANY DEFECT IN 7HIS SURVEY BE CObIMENCED MORE
� � � � � ' �k o� � � '� ,-��� 7HAN lEN YEARS FROIrI 7HE DAlE OF 7HE CER71FlCA710N SHONM
�, I � � 1' IRON PIPE � � � ��` ,,-�'� HEREON.
� \ IN1/�8300.6 � ��\ � _--�� w E 4) BASIS OF ELEVA710Ne USGS CaN7ROL POINT "SPRADDLE" NAVD88 ELE1/=8287.0
� / _--
� FOUND PIN dc YELLOW �� _---� � � �� 5) BASIS OF PROPERTY LINE LOCA710Ne MONU�IENTS FOUND ON LOT.
; , � pp.s ___---� � MANHOLE
� S�1413� �'� ___--'"-�c- �=34°09'26" 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
CONC 1181171r1ENT �x�:--�"� R-19 0.0 0' AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WiOULD
\ - _ - - , • • S • • S E?H A q C�S,�NAi I C H M AD Y�V A R Y F R O M ?F I EE P L A T�E D D I M E N S I O N S.LOT AND
�E 0 10 20 30
-- PED � L=113.27
� --- __---' BRG=S75°24'28"W
� _-------� C LE N-111.6 0' � OR OONSIRUC110N IMPROVEId1ENT5 ON 1HI3�PROPERTYOR TO ANY DESIGN
- VE TOWN OF VAIL
\ _�__----- SHOULD BE CONTACIED FOR CORRECT BUILDING SETBAqC INFORwIA710N.
w,e _�----x-----
--- ---- � EDGE ASPHALT ROAD 8) POSIED /1DDRESS� 2985 BOO11i CREEIC DRIVE
� --------- o4,e I
9) 1' CONTOUR IN7ERVAL
qiAIN IJNK FENCE 10) 7HIS SURVEY AND 7HE INFORMA710N CONTiUNED HEREON IS 11iE PROPERTY OF
. S87°33'05"E 186.17' - -- EAGLE VALLEY SURVEYING, INC. AND IS iN'TENDED FOR THE SOLE USE OF '1HE
� -- � ORIqNAL CUENT ONLY. ANY USE OF OR 7RANSFER TO OTHERS IS PROHI�7ED.
- �
� �-_
�C p4,s X.X DENOTES CONIFEROUS 'IREE MATH APPROxIMATE TRUNK DIAME?ER
I x 06„9 � �
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PARCEL ddE PAR(�L 1'M�0 � b1ATqi � - � � 47
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A PARCEL OF LAND IN LOT 4. BLOqC 2 VAIL VILLAGE FlLING A PARCEL OF LAND IN LOT 4. BLOqC 2 VAIL VILUIGE FlUNG � UNE ,% �Ny�8301.g X.X DENO'iES DEqDUOUS 'RtEE WI1H APPROXIMATE 1RUNK DIAWIETER
NUMBER 11. A SUBDIVISION IN THE TOWN OF VAIL. OOUNTY OF EAGLE NUMBER 11. A SU801VISION IN T1iE TOWN OF VNL, COUNTY OF EAGLE --- --� � ���
STATE OF COLORADO, SAID PARCEL OF LAND BEING M01� PARIICULARLY STAlE OF COLORADO. SAID PARCEI. OF WVD BEING MORE PARnqJLARLY ' � --------- --*---------- •
DESCRIBED AS FOLLOWS. TO VNT DESCRIBED AS FOLLOWS, TO MAT � __---- --- ------- SURVEYOR S CERTIFlCATE
- � �c°6's I, Ston Hogfeld� a Professional La�d Surveyor �egisterod under the laws of
. __�_--
BEqNNING AT 1HE NORIHWEST CORWER OF SAID LOT 4; 1HENCE ALONG BEqNNING AT 1HE NORINMIEST CORNIER OF SAID LOT 4; THENCE ALONG - �-- ---- -- _---"- � the State of Colorodo, do hereby certify that this topogrophic sunrey was
THE NORTHERNMOST UNE OF SAID LOT 4 S87°30'49"E 7&49 FEET; 1FIE NOR1iiERNMOST UNE OF SAID LOT 4 S87°30'49'E 78.49 FEET; • �r�"� ELECIRIC made by me and under my supervision. and that the sunroy is accurote and
THENCE S9°25'30"E 44.63 FEET TO 7HE TRUE POINT aF BEqNNIN(� 11iENCE S9°25'30"E 44.63 FEET TO 1HE 1RUE POINT OF BEqNNIN� i FOUND PIN dc ,,-�� � � MANHOLE carect to the best of my knowledge.
THENCE CaN71NUING ALONG 7HE CObIMON UNE NATH PARCEL TWiO S9°25'30"E 1FIENCE N80°34'30'E 7.10 FEET; THENCE N9°25'30"W 10.00 FEET; W��j -'-
2225; 7HENCE S8034'30"W 18.80 FEET; TFIENCE S9°25'30'E 2.00 FEET 1FIENCE N80�4'30`E 17.00 FEET; THENCE S9°25'30'E 4.00 FEET; � // , EDGE ASPHALT ROAD
1HENCE S80�4'30"W 5.00 FEET; 1HENCE S9°25'30'E 15.00 FEET; 11iENCE N80�4'30"E 11.40 FEET; THENCE S9°25'30"E 6.00 FEETo , ��
Stan Hogfeidt
7Hac� sso�'3o"w 20.�0 �r; THENCE N9°25'3o"w 7.50 �; THENCE N80°34'30"� �6.eo �r; TMac.� s9°25'30"E 18.25 FEET; � ,x� Colorado P.L.S. 26598
T1iENCE N80°34'30"E 4.00 FEET; 7HENCE N9°25'30"W 13.50 FEET; THENCE S80�4'30'W 5.00 FEET; THENCE S9°23'30'E 13.25 FEET;
11iENCE 580�4'30"W 5.00 FEET; 1HENCE N9°25'30"W 1&25 FEET; '�HENCE N8034'30"E 4 00 FEET; ?HENCE S9°25'30"E 7.50 FEET; � Datee
THENCE N80°34'30"E 16.80 FEET; 7HENCE N9°25'30"W 6.00 FEET; 11iENCE S80�4'30"W 20.20 FEET; 1HENCE N9°25'30"W 12.25 FEET: '
THENCE N80°34'30"E 24.00 FEET; 7HENCE S9°25'30"E 6.00 FEET; 11iENCE 580�4'30"W 19.70 FEET; 7HENCE N9°25'30"W 4.50 FEET; (
TFIENCE N80°34'30"E 7.10 FEET TO THE 7RUE POINT OF BEqNNING. 1FIENCE S80�4'30"W 11.40 FEET; 7HENCE ALONG 7HE COIrIMON LINE . '�
A PARCEL OF LAND �ONTAINING 1509.5 SQUARE FEET OR 0.03465 WI7H PARt�L ONE N9°25'30"W 22.25 FEET TO 7HE 1RUE POINT OF %'
A� M� � ��. BEqNNING CONTAININC 17720 SQUARE FEET OR 0.04068 ACRES ,-'� �
��E � � • 0=34°07'10„
os.9 i R=170.00' � ��j �G �l-"� �\i � IC ��� RUE I
P�aca TM� ,
� BRG 1S75°23'20"W P �` R C E �� � 9 2 9 '� �� � �
A PARCEL OF LAND IN LOT 4, BLOqC 2 VAIL VILLACE FlUNC NUMBER 11. : C LE N=9 9.7 4' �L� T 4 B �0 C�'�� 2
A SUBDIVISION IN 7HE TONM OF VAIL. �OtJNTY OF EAGLE. STAlE OF � 9
= =_=-_ _ =_=_=__ ==_==== == =========-_ �s �or'vs roD��ca aF uwD BoNC �o� P�ncuwnY oESC�n V A I � V I ��A G E E �E V E N T H �I �I N G
41199 HIGHWAY 6 dc 24. EAGI.E-VAIL
P.O. BOX 1230 ALL OF LOT 4 D(CEPT PARCELS ONE AND TYMO AS HERONABOVE 4g 4TO P o.��nic c��r� �/i s/o g � �W��� � � V A � �, E A G�E C O U I�I T Y 9 C � �O R A D O
EDWARDS, C0. 81632 ��.
(970�4�-1406
DRN. BY: KPJ PAGE: I OF 1 �.