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APPROVED
3/24/2017
12:00:00 AM
CURRENT
U. S. R=REST SERVICE ARCHITECTS
AND ASSOCIATES
PO BOX 5293
VAIL,COLORADO 81657
970.331.6345
snrw.currentarchitect5.cam
AliLl N 89°42'08" W 130.76' S 89°42'08" E 80.00'
—\ OF CO4/1
FOUND MONUMENT
CO'it. W. MICHAELv,Q
bO ' PLAIN #5 REBAR REV. FOUND MONUMENT (� CURRENT O
BLM BRASS CAP
N SET IN ROCK
l .-...4.2-102,04-
_..........-.„.-..,._ 1/4 COR SEC 3/2
TRACT C �' ,'L� ��� 24/
C/
C� 402525
�0 FLAGSTONE �� /� �
�O -�� z PATIO
o' 20' 40' so' ._: tel t td"440 Fp ARG
NE
- --.-.=:......,' FLAGSTONE
„.,00_1410144002.-- LS ', WALK
�,„ ~ CONC STUCCO WAL �'/ VERY APPROXIMATE o
BOULDER - :. :. :.
WALL(TYP) . I' MODERATE HAZARD DEBRIS FLOW 0)FOUND MONUMENT STEPS 1'X26' BLDG
PLAIN #5 REBAR STUCCO OVERHANG (SOUTH UNE) SEE NOTE X13
N
p~,-�-r WALL ROOF DECK FLAGSTONE TUCCO WALL
EL=8409. 1 PATIO
A4000'� CONC x FLAT ROOF
�� PATIO EL=8419. 3
ISI; Al o
•-! DECK \ \
W
o. ROOF PEAK \ > 0
�,, 0. 8'DECK EL=8424. 9 FLAGSTONE o
.. ABOVE x J WALK
OVERHANG z
TRACT C STONE VENEER WALL r I TOP CHIMNEY a
L'
ham' IM EL=8426. 4 \ TRACT 3
DE
1\q' FLAT ROOF BLDG
�Q EL=8411. 4 OVERHANG
F' . \ X
Off'
�0 ROOF DEC E
�0 STEPS ! CONC EL=8399 9 ABOVE
PAD STEP ...A ENTRY
Its
fit, 'FLAGSTONE
AFLAGSTONE — -1 WALK EDGE OF ASPHALT
2 ►oM I DECK DECK ABOVE DRIVEWAY (TYP)
�� 3. 7' BLDG OVERHANG
Oa. =. _ ✓ DRAIN `
if '
RIM_DE DITCH T 6
BUILDING 0. 86- ACRES
RESTRICTION Nz
t• —\
(PER PLAT) c
'O
,,gyp• I, u'. �_�� \' g � EXTG DRIVE AND TRENCH DRAIN TO W
/ g�� REMAIN
ASPHALT Q
/ �� • PARKING -
/ AREA , —
D
LIT
�/
®5 / -
0. 4395 ACRES f ��°;
• VERY APPROXIMATE / 4) CI
MODERATE HAZARD DEBRIS FLOW '< .(/'D OQ
• (SOUTH OF UNE) SEE •
PATIO\HOT TUB CONCRETE WALL 2
-D • / /\
U
s � z 0
O. ,WOOD DECK '
�� LIT 7 J Q
. FLOWLI E D IM co DEMO EXISTING ASPHALT DRIVE (ROAD TO C ) -
LIT 4L=40. 75'/ 's / f �' EXTG TRENC DRAIN, —3,742sf). INSTALL 3" Z O
,' ' A=46'41' 27" NEW ASPH A T O/SNOWMELT, DOUBLE z O
•�',: / f R=50. 00' BUBBLE ` FLECTIVE INSULATION, AND 4" w U
ENCROACHMENT AGREEMENT \ ;M T=21. 58' COMP A TED ROAD BASE up _i-
RECEPTION
RECEPTION NO. 418826 ^ C LEN=39. 63'
\ - BRG=S 69°46' 25" E G N
ADDRESS SIGN N
\ CLOT 6)
= P • PED EDGE OF ASPHALT
IlikiA
DRIVEWAY LOT 7
IGN ELECTRIC
' c" z 4'-0" PROJECT : MEL17
ELECTRIC
rTER
... ZCONCRETE PAN DRAWN BY : -
ELECTRCA
- ` DATE : 03.02.2017
0=68° 10' 15"
R-50. 00'
L=59, 49' Please note: 4 ft _ _ -- - REVISIONS :
T=33. 83' V ����I�� -������� rn
C LEN=56. 04' , . ,----4. -
STEEL POSTS ► i • • • • • • �► •
S 71°17'18" BRG=N 52°47' 47" E concrete w/2 i n invert
15.46' TV PED — NEW 4' CONCRETE PAN, SEE DETAIL 1 shall not be heated . AGGREGATE BASE
TELEVISION NANNS RANCH R AD
Please note.
PEDISTAL
I ( 50 CUL-3E-SAC)
Any staging or use of Manns Ranch Road during construciton
will require a PW Permit.
SITE PLAN
2 SITE PLAN ---
PAN DETAIL A001
1"=20'-0" 3/4"=1'-0"