HomeMy WebLinkAboutB13-0268 ILC Approved Foundation and FramingSTORM SEWER MANHOLE
87"1'' L' DRAINAGE EASEMENT
1.1-
�70-00
PREVIOUSLY
FOUND #5 REBAR 1 »
1 1/2- ALUMINUM CAP '/ ' � '
LS #9337 10. 0 .O
GUARD RAIL
4.7d -A
1 P —159*19'17"'
j
R=75.00'
L=208.55Pl
T= 411.09
13'08'52" W C
:. OUTLINE OF BLOCK
RETAINING WALLS
t.IJ S79°50'47"E -4
4 22.16'
LT 5 �' � � to* CPP_ S9"5"57""E
INVERT OUT 22.72
r "30'48"E
.g Z$ TYI --.* " 44.39
z x\8541.4 ,,
Y, 8543.5 `e
13 42' 14'1 4" E
5 .i �
, 24,26,E UARD RAIL
A_ 33`34'15,
INVERT OUT 8" PVC—1R--195.00'
4.® ' 8538,7 (PEAK TYI } t' z.a ,. L.- 114.26'
cI NTERUNE ' ;;`IEAKf , `, �, _ T=58.82"
APPROX. WIDE x 8558,1 , "
DRAINAGE SWC ! , `N2'24`i`$E C=1 1 ��
r' 12e113 08 494: 38
85401 °
A- 12'11 "53"
' 8543,7 ♦ R-175.00'
e } y CHIMNEY x x � %* L 37.26"
l X
85453 pf@1 A` 8'540,0/ i T=1$.7(7'
854
0.4 \ > t'
QRG=9"02'27.,E
- t , R y ` LEN=37.19
'
PREVIOUSLY {EA)
T;rn f
FOUND #5 REBAR &ti
4
1 1/2* ALUMINUM CAP `� t`
LS 9337
L"'.,y, 20,0'- t $' 4 ,7 S3256'30"E
' 36.06'
�4 '' 854'.8 � � 8550.8 4ti �yy^��ey �
A=67`30'35" gam ,r+ 'X 4:5524 I 20
`((
lout/', SHORING WALT.
R=50.00'
tc�t
L=58.91'
0.
3T=33-42 Y10' .^� 4
l r'4 845.1
L = 55.56' ., N71'3 7'"W _.
B — N 53*26'12" W 20.85`
z �0 ltaI+�Pt' 1
\� 1
y4\t
CONCRETE
SITE WADS
(TP#CAL)
, 20' SCS'
BUILDING DETAIL
=30.00 4 A °
L=24.38 '.
L .72 $ BLOCK RETAINING WALL `° <�
{= 45 FIRE HYDRANT '.
"' d BUILDING ENVELOPE "
` 22,396 SQ FT
A ==10`48'07"
R=505:00' � LOT 6 �
L. 95.21' PHS CABLE °` , 884 AC T
PED.. �
T=47.75' 1
L.0 x 9503`' ELECTRIC METER"`
CB=N 60 5U 54
ELECTRIC
TRANSFORMER
20.0'NOTES: 10 > :�
24 56 56
1 DATE OF SURVEY: 6/16/140
16 14
9`12/14 PEARS ADDED *'�° 2D.f7° �89,26i
T=45.35'
2) LAND TITLE GUARANTEE COMPANY COMMITMENT No. 50035046 DATED �e � 10 88.56
1f26f12 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. r' 068 45'.4'58"
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL BLOCK RETAINING WALL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY `
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE CENTER LINE ftr
THAN TEN 'YEARS FROM THE DATE OF THE CERTIFICATION SHOWN 40' UTILITY
HEREON, EASEMENT 60
'
4} THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS TIME PROPERTY OF SLOPE MAINTENANCE
EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. EASEMENT +
5) BASIS OF PROPERTY LINE LOCATION. MONUMENTS PREVIOUSLY FOUND AT LOT
CORNERS AS SHOWN AND DESCRIBED HEREON.A--153#16'09"
6) BASIS OF ELEVATION: SPRADDLE CREEK AERIAL CONTROL. �� ` R-10.00
7) BUILDING SHOWN WAS LOCATED AND MEASURED TO CONCRETE WALLS AND PARTIALLY e L=26.75'
FRAMED WALLS, STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED
T=42.09'
UPON FOR ADDITION DESIGN. A =29*10'26"LC=1 9.46'
ENTIRE SITE UNDER CONSTRUCTION AT TIME OF SURVEY 8=210.00' =S 18'44'39"
9 POSTED ADDRESS: 1OOO SRADDLE CREEK ROAD L=106.93'
1 O} PEAKS MEASURED TO PLYWOOD j /+T=54.65' CON ETE
L C=1 05.78' MAINTENANCE BUILDING
CB=N 70'02'03" W
* HIGHWAY 4
P.O.
EDWARDS, CO. 81632
(970)949-1406
i a 4✓E•
SITE WALLS
(TYPICAL)
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IMPROVEMENT LOCATION CERTIFICATE
I hereby certify that this Improvement Location Certificate was prepared
for EI 14 gUI fN_ CQMPANY
that it is not a land survey plat or improvement survey plat and that it is
not to be relied upon for the establishment of fence, building or other future
irnprovernent lines,
I further certify that the improvements on the above described parcel can
this date, 9/12/14 , except utility connections, are entirely within the
boundaries of the parcel, except as shorn, that there are no encroachments
upon the described premises by improvements on any adjoining premises,
except as indicated, and that there is no apparent evidence or sign of any
easement crossing or burdening any port of said parcel, exce 't as noted.
"
Stan H feld „
Colorad .Lag 26598"i
DATE: