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IMPROVEMENT SURVEY PLAT
RENO SUBDIVISION
LOTS 3 AND 4, BLOCK M
TOWN OF RED CLIFF
— — — — — — — — — — ,
EAGLE COUNTY, COLORADO
------------ - - - - --
WATER STREET (40' R. 0. W.)
STORM
SEWER O
MANHOLE
(TYPICAL)
I ® WA TER
---MANHOLE
— D S88:55'007- 142.79'
8" REBAR CONCRE7F
SET 518' WING WALLA / CONCRETE
WITH 1 -112" PLASTIC CAP WING WALL
P.E. & P.L.S. 26626 / ��
/ S
SANITARY
/,
SEWER
X / MANHOLE
0 10 20
Feet
rid
SCALE
1 /NCH = 10 FEET
o � G
LOT 28
i
/ APPROX /MA TE EDGE OF WA 7FR
FROM RENO SU801 N,90N PLA T
/ RECEP77ON NO. 200805816
DA TED MARCH 14, 2008.
SET 518" REBAR
N5970'14 "E 12.14' WITH 1 -112" ALUM /NUM CAPZ
P.E. & P. L. S. 26626
N68.1132 E 2.39 SET 5 1e" REBAR
WITH 1 -112" ALUM /NUM CAP
FOUND 518" REBAR P.E. & P.L.S. 26626
W TH 1 -112" ALUMINUM CAP E 32.60 / SET 5/8' REBAR /
5.5' WITNESS CORNER "
P.E. & P.L.S. 26626 ,o•30 / WITH 1 -1/2" ALUM /NUM CA
N / P.E. & P.L.S. 26626 LOT 4
18,485 S. F.
n f 19.1 A �Or-C
FOUND 518" REBAR
WITH 1 -112' PLAS77C CAP
P.E. & P. L. S. 26626
NOTE&
1. Basis of Bearings is a line bearing N8655'00 "E on the north property line of Lot 3 also
being the south right –of –way line of Water Street between a set 518" rebor with 1 -112"
plastic cap (P.E. & P.L.S. 26626) and a found 518" rebar with a 1 -1/2" plastic cap (P.E.
& P.L.S 26626).
2. Date of Survey. May 2013.
J. Title research was performed by Land T/t /e Guarantee Company under Order
Number V50036205 with an effective date of May 8, 2013 for Lot 3 and Order Number
1/50035743 -3 with and effective date of May 13, 2013 for Lot 4.
4. The units of lineal measurement ore U.S. Survey Feet.
5. 187 indicates a street address.
6. Notice: According to Colorado law you must commence any legal 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 than ten years from the date of cent /fication shown hereon.
POWER POLE
(TYPICAL)
N8855'00 "W 206.29'
SURVEYOR'S CE 79 LATE:
1, Duane Fehringer, a duly registered land surveyor in the State of
Colorado, do hereby, certify that the survey shown hereon was
prepared for T7mothy C. Parks, and was done by me or under my
direct supervision and the pins found as shown hereon are
accurate to the best of my knowledge and belief.
2 626 on �
�AD�V:
Duane D. Fehringer
Professional Land Survey No. 26626
DECK
EDGE OF
—
ASPHALT —
42.5'
SET 518" REBAR
WITH 1 -1/2' PLAS77C CAP
P.E. & P. L. S 26626
FOUND 518' REBAR
WITH 1 -112" PLAS77C CAP
2.0' W177VESS CORNER
P.E. & P. L. S. 26626
63.0'
h
h
N
O
Z.
N
14.9'
14.6'
SIDEWALK
LOT 3
7, 702 S. F.
0.177 ACRES
CONCRETE
PAD
\x
2238; \x�x
FOUND 518" REBAR N x \x
WITH 1 -112" PLAS77C CAP O
P.E. & P.L.S. 26626 ^ \x \x x
W
0
O
Z
S8855100 1E 73.60' (BASIS OF BEARINGS)
DECK
CONCRETE
PAD
in
LEGAL DESriFTbN'
Lot 3, Reno Subdivision according to the pl t recorded March 19, 2008 under reception
number 200805816, County of Eagle, State of Colorado.
The above described parcel contains a 177 acres, more or less.
Lot 4, Reno Subdivision, according to the plat recorded March 19, 2008 under reception
number 200805816, County of Eagle, State of Colorado.
The above described parcel contains 0.424 acres, more or less.
FOUND 518" REBAR
WITH 1 -112" PLASTIC CAP
P. E. & P, L. S. 26626
N88 55'00 "W 52.56'
O
0
z�
�o
—
FOUND 518" REBAR
Wl1N 1 -112" PLASTIC CAP
P.E. & P.L.S. 26626
GROOM
ALLEY
22.5' —
SET 518" REBAR
O WITH 1 -112" ALUM /NUM CAP
O 10.0' WITNESS CORNER
O P.E. & P. L. S. 26626
County. Eagle Plot Index No. Section 19, 7.6S.,
R80W. 6th P.M.
Plat by. Duane D. Fe- hringer PE & PLS No. 26626
Deposit this day of 2013, at . 20 in
Book -of the C my Surveyors Land Survey/Rights –of –way
records at Page , Reception No.
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