HomeMy WebLinkAboutA1-1.pdfDN
DN
DN
0.73 Acres
GORE CREEK
HIGH WATER MARK
APPROXIMATE LOCATION OF
100 YEAR FLOODPLAIN
(SEE NOTE 6)
APPROXIMATE LOCATION OF
100 YEAR FLOODPLAIN
(SEE NOTE 6)
50' GORE CREEK
STREAM SETBACK
50' GORE CREEK
STREAM SETBACK
APPROXIMATE LOCATION OF
100 YEAR FLOODPLAIN
(SEE NOTE 6)
WINDOW
WELL
WATER MANHOLE
RIM ELEV. 7829.8
WATER MANHOLE
SEWER MANHOLE
RIM ELEV. = 782
UTILITY
PEDESTALS
15" METAL PIPE
INV = 7823.3
24" METAL PIPE
INV = 7822.7
15" VERTICAL
PLASTIC PIPE
INV = 7821.8
15" VERTICAL
PLASTIC PIPE
INV = 7819.0
WELL HEAD
EDGE OF ASPHALT
BIKE PATH
WHITE STRIPE
N38°30'01"W - 134.91'S63°41'18"W - 127.88'
S74°18'22"W - 91.92'
N87°50'29"E
75.00'
N68°06'38"E - 197.10'
N
38°30'01"W - 134.91'S
63°41'18"W - 127.88'
S
74°18'22"W - 91.92'S02°49'01"E - 111.20'
%%916=0°33'30"
R
=2680.00'
L=26
.
11'
T=13.06'
CH=26.11'
CB=S65°44'56"W
.
BERM
7827.6
7827.9
7828.2
7828.5
7828.5
7829.3
7827.9
7828.4
7828.8
7829.9
7829.1
7828.8
7828.5
7828.4
7828.6
7828.3
7828.3
7828.0
7828.0
7825.9
7824.6
15' SETBACK LINE15' SETBACK LINE
1
5' SETBACK LINE20' SETBACK LINE
240. 0000
FOUND AL .PIN & CAP
LS # 23506
FOUND AL. PIN & CAP
WITNESS CORNER LS # 23506
PARCEL D
W CREEK
E II
INIUMS
SOUTH FRONTAGE ROAD
PARCEL A
PARCEL B-1
BIKE PATH
P
ARCEL D
W
CREEK
E II
INIUMS
GORE CREEK
WOOD DECK
HOT TUB
GRAVEL
WALKWAY
TREE LINE
BRICK
WALL
FLAGSTONE
PATIO
DECK
FLAGSTONE
PATIO
15'-0"20'-0"
15'-0"
1
5'-0"
GUY ANCHOR
(TYP.)
1.5'
0.5'
0.5'
0.5'
0.5'
0.8'
1.0'
0.8'
0.5'
0.5'
6
"6"
24"
15"
23' - 6"
7828' - 2"
7829' - 5 7/16"
7826' - 2 5/8"
7829' - 2 5/8"
7856' - 4 5/16"
7856' - 4 5/16"
7853' - 2 1/2" 7853' - 2 1/2"
7846' - 0 1/16"
7847' - 6 1/16"
7823'-10"existing
HT= 32'-6 5/16"
28
28
7828'-0" existing
HT= 27'-3 1/8"
28
28
24
7828'-2" existing
HT= 27'-1 1/8"
7828'-6" existing
HT= 17'-3 1/8"
7826'-0" existing
HT= 27'-0 3/8"
7826'-0" existing
HT= 27'-0 3/8"
7849' - 6 3/16"
7826'-1"existing
HT= 23'-3 3/16" 7825'-0" existing
HT= 20'-9 1/8"
NOTE:
NO REVISED GRADING TO OCCUR WITHIN THE 100 YEAR
FLOODPLAIN. ALL GRADING DONE FOR PIERS OR FOUNDATIONS IS
TO HAVE THE GRADE ELEVATION RETURNED TO THE EXISTING
ELEVATION.
24
7853' - 10 3/4" 11 1/4"
REMOVE END
EVERGREEN TREE
REMOVE LARGE
EVERGREEN TREE
REMOVE
TRAMPOLINE
REMOVE PORTION OF EXISTING
TERRACE BEYOND THE 100' FLOOD
PLAIN AND MORE THAN 7'-6" BEYOND
50' STREAM SETBACK
EXISTING LARGE
TREE TO REMAIN
REMOVE
EXISTING
OVERGROWN
PATIO
7829'-2"
7828'-10"
4'-0" WIDE CONCRETE PAN
4' - 0"
19' - 0". REMOVE EXISTING
EXISTING CMU RETAIN WALL TO
BE REPLACED WITH BOULDERS,
MAX BOULDER WALL HT OF 4'-0"
BTM =7824'-6", TOW = 7828'-6"
9x19
GUEST
PARKING
PLACE PAVER PATH TO
EAST DECK
GAS
METER
GAS
GAS
GAS
GAS
METER CLOSET
EXISTING SEWER LINE
SEWER
SEWER
SEWER
REWORK EXISTING SEWER LINE
AS NEEDED AND CONNECT TO
EXISTING MAIN
ELEC
ELEC
ELEC
CABLE/PHONE
REWORK EXISTING ELECTRIC,
CABLE AND PHONE AS NEEDED
LIMITS OF DISTURBANCE IS TO
RUN ALONG THE RIVER'S EDGE.
PROVIDE SILT FENCING ALONG
THE SOUTH, WEST AND IN ANY
DRAINAGE SWALES
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
G RADE AT
G A RA G E DO O R =
7829 '-8.2 5"
+ 7828'-0"
3.5 % SLOPE
3 % SLOPE
SNOW STORAGE
350 S.F.
10' - 6"
SNOW STORAGE
100 S.F.
SOUTH FRONTAGE ROAD
GUTTERS
GUTTERS
GUTTERS
TOWN OF VAIL FLOOD PLAIN USE PERMIT FOR
IS REQUIRED FOR 12"x12" PIER BEFORE
BUILDING PERMIT ISSUANCE
COUNTOURS TO CREATE A BERM/DIKE
TO PROTECT LOWER LEVEL THE
WINDOWS WITHIN THE WINDOW WELL
REBUILD THE EXISTING FLAGSTONE
PATTERED TERRACE, BUT KEEP OUT OF
FLOOD PLAIN
7' - 6"
7' - 6"
7848' - 3 7/8"
7851' - 0 3/4"
7849' - 3 3/4"
50' stream setback
5
0'
str
eam s
etb
ac
k
+78 29'-8" top o f pa ver
a t doo r
GUTTERS
+78 29'-6 "
top o f paver at e dge of w a lk
+7 8 29'-0" top o f w all
+ existing grade
7824.75'(BTM OF WALL)
+ existing grade 7824.4'
+ existing grade 7824.6'
+ existing grade
7824.7'
+782 7 '" b tm o f wall
+7826'-6" top of wall
7830' - 2 5/8"
+782 9'-0 " to p o f paver at b tm o f step
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS12/11/2014 10:29:07 AM
A1.1 SITE PLAN
1350
Hoyt-Young Add/Reno
REVISED PERMIT SET
04-18-14 Brian Hoyt and Louise Young
2764 South Frontage Road
West Vail, Colorado 1" = 10'-0"
1
Site Plan
SNOW STORAGE:
DRIVEWAY = 1,434 S.F.
REQUIRED SNOW STORAGE = 30% OF TOTAL= 430 S.F.
No. Description
Date
02/17/15