HomeMy WebLinkAboutDRB140563_A2-0_1424821200.pdf8178.05
8177.66
8176.71
8176.24
8175.65
8175.86
8174.88
8174.10
8173.49
8178.05
8177.66
8176.71
8176.24
8175.65
8175.86
8174.88
8174.10
8173.49
SEWER MANHOLE MH 0920
RIM ELEV. = 8178.2'
INVERT IN = 8169.1'
INVERT OUT = 8169.3'
SEWER MANHOLE
RIM ELEV. = 8174.8'
4" SEWER MAIN
SEWER LIFT
STATION
8" SEWER MAIN
8" WATER MAIN
INDICATES A ELECTRIC METER
PHONE PED.
ELEC. TRANS.
FOUND REBAR W/ALUMINUM CAP
P.L.S. No. 16827
(ELEV. = 8147.22')
25,513 SQ. FT.
0.5857 ACRES
223 BEAVER DAM ROAD
BEAVER DAM ROAD (50' R.O.W.)
LOT 40
LOT 38
VAIL/LIONSHEAD SECOND FILING
GORE CREEK
LOT 39
TRACT B
8124
812
6
8128
8130
8132
8134
8136
8138
8140
8142
8144
8146
8148
8166
816881
708172
8174
8176
8
1
7
8817681748172
8170
8168
8166
8164
8162
8160
8158
8156
8154
8140
8138
8136
8134
8132
8130
8128
8126
8178 8174S
S
PH
PH
EL EL
EL EL
74
74
76
72
70
68
74
72
68
66
60
62
64
58
56
70
72
74
70
56
58
60
56
58
60
64
72
70
68
70
72
72
74
54
56
58
52
66
64
62
64
48
46
46
68
66
60
62
64
58
56
46
44
50
54
56
58
52
44
44
46
42
40
74
74
76
72
70
68
62
60
74
72
68
66
60
62
64
58
56
70
72
72
74
70
54
56
58
52
66
64
62
64
8178.05
8177.66
8176.71
8176.24
8175.65
8175.86
8174.88
8174.10
8173.49
8178
.05
8177.66
8176
.71
8176
.24
8175
.65
8175.86
8174.88
8174
.10
8173 .49
SEWER MANHOLE MH 0920
RIM ELEV. = 8178.2'
INVERT IN = 8169.1'
INVERT OUT = 8169.3'
SEWER MANHOLE
RIM ELEV. = 8174.8'
4" SEWER MAIN
SEWER LIFT
STATION
8" SEWER MAIN
8" WATER MAIN
INDICATES A ELECTRIC METER
PHONE PED.
ELEC. TRANS.
FOUND REBAR W/ALUMINUM CAP
P.L.S. No. 16827
(ELEV. = 8147.22')
25,513 SQ. FT.
0.5857 ACRES
223 BEAVER DAM ROAD
B
EAVER DAM ROAD (50' R.O.W.)
LOT 40
LOT 38
VAIL/LIONSHEAD SECOND FILING
G
ORE CREEK
LOT 39
TRACT B
8
124
8
12
6
8
128
8
130
8
132
8134
8
136
8138
8
140
8
142
8
14
4
8
146
8
148
8150
8152
8154
8156
8158
8160
8162
8164
8
166
8
1688
1
708
172
8
174
8176
8
1
7
88
1768
1748
172
8
170
8
168
8
166
8
164
8
162
8
160
8
158
8
156
8
154
8152
8150
8148
8146
8144
8142
8
140
8
138
8
136
8
134
8
132
8
130
8
128
8
126
8178 8174S
S
PH
PH
EL
EL
EL
EL
EXISTING WETLANDS
BOUNDARY
76'-6"
75
74
74
73
4' UNHEATED CONC. PAN
(CENTER OF PAN 2" LOWER THAN
SIDES)
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
71
69
65
63
61
60' - 6"
67
73'-9"
2ND UNIT LOWER LEVEL FINISHED FLOOR @ 8150' - 0"
2ND UNIT MAIN LEVEL FINISHED FLOOR @ 8162' - 0"
2ND UNIT UPPER LEVEL FINISHED FLOOR @ 8174' - 0"
PRIMARY UNIT LOWER LEVEL FINISHED FLOOR @ 8147' - 6"
PRIMARY UNIT MAIN LEVEL FINISHED FLOOR @ 8159' - 6"
PRIMARY UNIT UPPER LEVEL FINISHED FLOOR @ 8171' - 6"
61'-6"
59'-4"
59'-5"
73'-11"
LINE OF EXISTING BLDG TO BE REMOVED
HATCHED REGION SHOWS
DRIVEWAY SNOW MELT HEAT
SYSTEM IN STREET RIGHT OF WAY IS
ON A SEPARATE ZONE AND LABELED
AT THE CONTROL BOX
PROPOSED FUTURE
PROPERTY LINE AT
FACE OF
CONCRETE AT
LOWER AND MAIN
LEVELS
PROPERTY LINE AT UPPER LEVEL
PROPOSED FUTURE PROPERTY LINE AT ROOF
1 1/2" / 12"
1 1/2" / 12"
PROPOSED FUTURE
PROPERTY LINE AT UPPER
LEVEL
PROPOSED FUTURE
PROPERTY LINE AT
ROOF
6.5%
8
.5
%
8.5%
9.0%
5%
9 .0%
60' - 8"
59'-4"
6.3%
6.3%
6.3%
76
4.7%
61' - 6"
60' - 6"
T.O. WALL @ 8165' - 7"
T.O. WALL @ 8169' - 4"
76
77
77
76
8%
10%
10%
10%
10%
7.6%
5.5%8%5%
72'-9"
73'-3"
3' ABOVE GRADE SHORING WALL
EXPOSED AGGREGATE
CONCRETE W/
FLAGSTONE BANDING
COLORED
CONCRETE
COLORED
CONCRETE
EXPOSED AGGREGATE
CONCRETE W/
FLAGSTONE BANDING
T.O. WALL @ 8164' - 9"
GAS METER LOCATION
62'-6"
TRENCH DRAIN
TRENCH DRAIN
T.O. ROOF EAVE @ 8176' - 9 5/8"
T.O. ROOF EAVE @ 8189' - 11 9/16"
T.O. ROOF EAVE @ 8186' - 3"
T.O. CHIMNEY CAP @ 8190' - 3"
T.O. ROOF EAVE @ 8175' - 11 5/8"
T.O. ROOF EAVE @ 8176' - 5 7/8"
T.O. ROOF EAVE @ 8185' - 3"
T.O. ROOF EAVE @ 8182' - 4 3/4"
T.O. ROOF EAVE @ 8171' - 1 1/2"
T.O. ROOF EAVE @ 8173' - 4 9/16"
T.O. ROOF EAVE @ 8185' - 6 5/8"
T.O. ROOF EAVE @ 8186' - 5 7/8"
T.O. ROOF EAVE @ 8187' - 10 1/4"
T.O. ROOF EAVE @ 8189' - 0 5/8"
T.O. ROOF EAVE @ 8184' - 10 9/16"
T.O. CHIMNEY CAP @ 8187' - 9 1/2"
*1 *2
PRE-EXISTING GRADE @ 8150' - 6"
*3
LINE OF PRE-EXISTING 8150' CONTOUR
EXISTING GRADE @ 8148' - 6"
FINISHED GRADE @ 8147' - 5 3/4"
SNOW STORAGE
AREA IS 262.5 SF
SNOW STORAGE
AREA IS 88 SF
SNOW STORAGE
AREA IS 100 SF
SNOW STORAGE
AREA IS 74.5 SF
ENTIRE DRIVEWAY AND
FLAGSTONE AREAS ARE
SNOMELTED RE: MECH PLANS
(2) 9X19 EXT.
PARKING SPACE
(4) 9X18 ENCLOSED
PARKING SPACES
(3) 9X19 EXT.
PARKING SPACE
E
E
E
E
E
E
E
E
NEW 4" WATER SERVICE
LINE CONNECTS TO 'T' TO
CURB STOP
CURBSTOP @
PROPERTY LINE
NEW 2" WATER
SERVICE LINES WITH
CURBSTOPS AT EACH
LINE
W
W
W
W
W
W
W
W
W
W
W
MAIN UNIT
WATER
SERVICE LINE
2ND UNIT
WATER
SERVICE LINE
E
E
E
E
E
E
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
T
T
T
T
T
T
T
T
P
E
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
EXISTING GRADE @ 8154' - 6"
FINISHED GRADE @ 8153'-6"
T.O. ROOF EAVE @ 8180' - 5 3/4"
T.O. ROOF EAVE @ 8183' - 1 13/16"
G
G
LINE OF EXISTING EASMENT
TO BE ABANDONED
S
S
S
S
S
S
S
S
S
S
CONTRACTOR TO TIE-IN NEW 4"
D.I.P. FORCE SEWER MAIN LINE TO
EXISTING LIFT STATION, MATCH
EXISTING INVERT-COORDINATE
WITH DISTRICT
INSTALL 155 L.F. OF 4" D.I.P. FORCE MAIN
@ 23.6% PER DISTRICT STANDARDS
GAS METER LOCATION
PROPOSED LIMITS OF
TEMPORARY WETLAND
IMPACT AREA
15' REAR SETBACK
15' SIDE SETBACK
15' SIDE SETBACK
LIMITS OF DISTURBANCE
REVISED 01/08/15
PROPOSED 15' SEWER
EASEMENT RE: CIVIL
DRAWINGS
LIMITS OF
DISTURBANCE
G
G
G
G
S
100 YEAR FLOODPLAIN
100 YEAR FLOODPLAIN
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
100 YEAR FLOODPLAIN
LIMITS OF
DISTURBANCE
EXISTING UTILITY PEDESTALS (TYP)
-TEMPORARILY REMOVE AND
REINSTALL IF REQUIRED FOR
INSTALLATION OF SEWER LINE -
CONTRACTOR TO COORDINATE
WITH APPROPRIATE UTILITY
COMPANIES
T.O.W. @ 64
B.O.W. @ 60
2
A2.0
3
A2.0
E58
E60
E62
E64
E66
E68
E70
E56
E54
E52
E50
E48
E46
E44
E42
E40
E38
CONTRACTOR TO PROVIDE SEPERATE
SNOW MELT LOOP AT PORTION OF
DRIVEWAY WITHIN EASEMENT
4
A2.0
T.O.W. @ 63
B.O.W. @ 59
10' - 0"
SIGHT DISTANCE LINE- NO
OBSTRUCTION 10' FROM EDGE OF OF
PAVEMENT AND 250' IN EACH
DIRECTION
PROPOSED LIMITS OF
PERMANENT WETLAND IMPACT
AREA
PROPOSED 10'
DRAINAGE EASEMENT
PERMANENT SHORING WALL
TIES INTO RETAINING WALL
ANTICIPATED LOCATION OF
ENGINEERED DESIGN BUILD
PERMANENT SHORING WALL
MIN. 3' SEPERATION BETWEEN
BASE OF SHORING WALL AND
EXT. OF SEWER LINE
TEMPORARY SHORING PER ARBORIST
TO MITIGATE AND REMEDIATE
CONSTRUCTION DAMAGE TO EXISTING
TREES
TEMPORARY SHORING PER ARBORIST
TO MITIGATE AND REMEDIATE
CONSTRUCTION DAMAGE TO EXISTING
TREES
TEMPORARY SHORING PER ARBORIST
TO MITIGATE AND REMEDIATE
CONSTRUCTION DAMAGE TO EXISTING
TREES
GENERAL NOTES:
LOT SIZE IS .5857 ACRES EQUAL TO 25,513 SF
1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES
2.) EXTERIOR LIGHTING-
1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 25 LIGHTS ARE ALLOWED. 25 EXTERIOR LIGHTS 18" ABOVE
GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES.
3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN):
MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED, EXISTING, OR PRE-
EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE APPROX. 1" OF
ROOFING.
*1- ROOF EAVE HEIGHT @ SHEATHING = 8186' - 3"
EXISTING GRADE BELOW EAVE = 8154' - 6"
FINISHED GRADE BELOW EAVE = 8153' - 6
ROOF HEIGHT = 32' - 9"
*2- ROOF RIDGE HEIGHT @ SHEATHING = 8182' - 4 3/4"
PRE-EXISTING GRADE BELOW EAVE = 8150' - 6"
ROOF HEIGHT = 31'- 10 3/4"
*3- ROOF RIDGE HEIGHT @ SHEATHING = 8180'- 5 3/4"
EXISTING GRADE BELOW EAVE = 8148'- 6"
FINISHED GRADE BELOW EAVE = 8147' - 6"
ROOF HEIGHT = 32' - 11 3/4"
4.) SNOW STORAGE CALCULATIONS:
IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE
TOTAL HEATED DRIVEWAY AREA= 5,186 SF
THEREFORE 518.6 SF IS NEEDED FOR SNOW STORAGE
TOTAL SNOW STORAGE AREA PROVIDED= 525 SF, WHICH EXCEEDS THE REQUIREMENT OF 518.6 SF.
6.) TOTAL NUMBER OF TREES BEING REMOVED IS 61:
(TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN AND DEMO PLAN)
8 DECIDUOUS
53 CONIFEROUS
7.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES.
8.) SEE A3.1, A3.2, AND A3.3 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS.
PRIMARY UNIT LOWER LEVEL
FINISHED FLOOR
8147' - 6"
PRIMARY UNIT MAIN LEVEL
FINISHED FLOOR
8159' - 6"
PRIMARY UNIT UPPER LEVEL
FINISHED FLOOR
8171' - 6"
T.O. CONC. @ 8164' - 2"
T.O. WALL @ 8165' - 0"
B.O. WALL @ 8162' - 0 15/16"
LINE OF EXISTING GRADE
LINE OF PROPOSED EASEMENT
EDGE OF HEATED
CONC. DRIVEWAY
3' - 2 1/2" 15' - 6"
CENTER LINE OF PROPOSED SEWER LINE
CONTRACTOR TO PROVIDE SEPERATE
SNOW MELT LOOP AT PORTION OF
DRIVEWAY WITHIN EASEMENT
PROPERTY LINE
T.O. PIPE APPROX. 10' - 0" BELOW EXISTING GRADE (2) - 4" SCH 40 PVC CONDUITS IN SEWER SERVICE
TRENCH (24" MIN. BURY) FOR ELECTRICAL FROM
EXISTING SERVICE TO LIFT STATION- COORDINATE
WITH UTILITY COMPANY AND DISTRICT
DESIGN BUILD ENGINEERED
PERMANENT SHORING WALL
- TYPICAL SEE SITE PLAN
FOR ANTICIPATED LOCATION
3' - 0" MIN.
PRIMARY UNIT LOWER LEVEL
FINISHED FLOOR
8147' - 6"
PRIMARY UNIT MAIN LEVEL
FINISHED FLOOR
8159' - 6"
PRIMARY UNIT UPPER LEVEL
FINISHED FLOOR
8171' - 6"
T.O. CONC. @ 8163' - 8" T.O. WALL @ 8164' - 0"
LINE OF EXISTING GRADE
LINE OF PROPOSED EASEMENT
EDGE OF HEATED
CONC. DRIVEWAY
CENTER LINE OF PROPOSED
SEWER LINE
CONTRACTOR TO PROVIDE SEPERATE
SNOW MELT LOOP AT PORTION OF
DRIVEWAY WITHIN EASEMENT
PROPERTY LINE
B.O. WALL @ 8160' - 0"
T.O. PIPE APPROX. 10' - 0" BELOW EXISTING GRADE
(2) - 4" SCH 40 PVC CONDUITS IN SEWER
SERVICE TRENCH (24" MIN. BURY) FOR
ELECTRICAL FROM EXISTING SERVICE
TO LIFT STATION- COORDINATE WITH
UTILITY COMPANY AND DISTRICT
DESIGN BUILD PERMANENT
SHORING WALL - TYPICAL
SEE SITE PLAN FOR
ANTICIPATED LOCATION
3' - 3 3/16"
PRIMARY UNIT LOWER LEVEL
FINISHED FLOOR
8147' - 6"
PRIMARY UNIT MAIN LEVEL
FINISHED FLOOR
8159' - 6"
LINE OF PROPOSED EASEMENT
PROPERTY LINE
CENTER LINE OF
PROPOSED SEWER
LINE
T.O. STONE CAP @ 8146' - 11"
T.O. FOOTING @ 8138' - 0"
EXISTING GRADE
T.O. FINISH @ 8142' - 0"
T.O. PIPE APPROX. 5' - 0" BELOW EXISTING GRADE
(2) - 4" SCH 40 PVC CONDUITS IN SEWER
SERVICE TRENCH (24" MIN. BURY) FOR
ELECTRICAL FROM EXISTING SERVICE
TO LIFT STATION- COORDINATE WITH
UTILITY COMPANY AND DISTRICT
Scale
Drawn by
Checked by
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Issue Date
REVISION
As indicated
2/12/2015 9:12:43 AM
A2.0
SITEPLAN
AG
HB
GORE CREEK RESIDENCES
02/12/15
223 BEAVER DAM RD, VAIL, CO 81657 VAIL
VILLAGE FILING 1, BLOCK 7, LOT 39
REVISED FINAL DRB
1" = 10'-0"
1 SITE PLAN
No. Revision Date
Revision
Description
0' 10' 20' 30'
1/4" = 1'-0"
2
SECTION A- @ MAX. DRIVEWAY
ENCROACHMENT
1/4" = 1'-0"
3
SECTION B- @ MAX. BOULDER WALL
HEIGHT @ DRIVEWAY
1/4" = 1'-0"
4
SECTION C- @ PRIMARY UNIT HOTTUB
DRB
APPROVED
2/18/2015 12:00:00 AM