HomeMy WebLinkAboutDRB120205 Zuckerman Wetlands LetterG OMOwr "
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HEPWORTH - PAWLAK GEOTECHNICAL
June 29, 2012
Laura Zuckerman
c/o Segerberg Meyhew Architects
Attn: Kurt Segerberg
P.O. Box 4700
Vail, Colorado 81658
Hepworrlt- Pawlak Geotechnic,d, Inc.
5020 Cuunty Road 154
Glenwood Springs, Colorado 8160t
Phone: 970 -945 -7988
Fax: 970.945 -8454
email: hpgeo0ah.p,,cotech.com
Job No. 112 134A
Subject: Wetlands Boundary Flagging, Lot 3, Bighorn Subdivision Second
Addition, 3807 Lupine Drive, Vail, Colorado
Dear Ms. Zuckerman and Mr. Segerberg:
As requested, a representative ofHepworth- Pawlak Geotechnical, Inc. made a
reconnaissance of the subject site on June 6, 2012 to flag the iti+etlands boundary. We
previously conducted a rockfall impact study for development of the site and presented
our findings in a report dated May 30, 2012, Job No. 112 134A. The current services
were performed as an addendum to our rockfall impact study.
Apparent wetlands are located along Gore Creek. We flagged the boundary of the
apparent wetlands on the subject site based on the observed vegetation on June 6. We
understand that the flagging will be field survey located by others.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH — PAWLAK GEOTECHNICAL, INC.
Steven L. Pawlak, P.E.
SLP/ksw
Parkei- 303 -841 -7119 • Colorado Springs 719- 633 -5562 • Silverthnrne 970- 468 -1989
N07M
1) DATE OF SURVEY: 3/2/12
2) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
AS SHOWN ON THE SUBDIVISION PLAT ONLY. OONFUC71NO MONUMENTATION
EXISTS THROUGHOUT BIGHORN SUBDIVISION SECOND ADDITION. A BOUNDARY
SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DMNDNSI NS OF
THE LOT AND SETBACKS, WENCH MAY VARY FROM THE PLATTED DIMENSIONS.
3) BASIS OF PROPERTY LINE LOCA71ON: MONUMENTS FOUND AT THE WESTERLY
CORNER OF LOTS 5/6 AND THE S0U7HERLY PC OF LOT 4
(THESE ARE THE ONLY MONUMENTS FOUND IN THIS IMMEDIATE AREA THAT CAN BE
013171FiED AS ORIGINAL MONLMIIENTA710N OF THE SUBDIVISION.)
4) BUILDING SETBACK INFORMATION IS NOT PLATTED. SETBACKS SHOWN HERON ARE PER
TOWN OF VAIL ZONING REGULATIONS CHAPTER 6, ARTICLE D-6, FOR TWO FAMILY
PRIMARY/SECONDARY RESIDDN7IAL ZONE DNSTRIT, AND SHOULD BE VARIFIED WITH
70M OF VAN. PRIOR TO ANY BUILDING DESIGN.
5) N07K;E: ACCORDING 70 COLORADO LAW YOU MUST COMMENCE ANY LEGAL
AC71ON 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 THE CERTIFICA710N SHOWN
HEREON.
6) SURVEYOR HAS MADE NO INVESTICA71ON OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
7) BASIS OF ELEVA71ON: U.&G.S BENCHMARK "Y- -280' ELEV - 8485.82' (NAVD 88)
8) 3.0' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST
BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING.
9) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
EAGLE VALLEY SURVEYING` INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO 01*30 IS PROHIBITED.
10) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
FOR A0017M DESIGN.
A INDICATES WETLANDS LOCATES BY OTHERS. FIELD LOCATED 6/19/12.
DEN07ES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
a (DRIPLINE DIAMETER)
x.x'(xx')
SURVEYOR'S CERTIFICATE
I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey Is aocurote and
correct to the best of my knowledge.
Stan Hogfeldt
Cdorado P.LS. 26598
Dote:
41199 HIGHWAY 6 & 24 EAGLE -VA L
P.O. BOX 1230
EDWARDS, CO. 81632
970 1406
Z�
Q�
v
i7A„
sss�l /L68-
/
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LONG
0 7LINE ;
VERY APPROXIMATE LOCATION OF *I% ANNUAL CHANCE
OF FLOOD HAZARD" SCALED FROM 71DWN OF VAL
` I FLOOD WIZARD MAP. FEMA FLOOD WIZARD ZONE AE /
` Zj7*000 KNAI. CHYWC E OF FlAOD* PER MAP V LOT 4 3D. EFFEIVE DATE: 12/4/07 FOUND 04 ROM � - _ _ - - / sn� SETBACK
` - - - - - - -
SEWER M 8358. /
- /
` - - - - POWER POLE ' I
- - - - - W/ ELEC. METERS I /
_�c \
ELECTRIC OVERHEAD S4--18'06"\N 193.27 - - - - -- !- 15.0'
TRANSFORMER ''(16'> (APPARENT
/ PHONE UNK I
PEDEST P FENCE
20.1' �s1s
FOUND #5 REBAR W/ WASHER � � �� � �-- 6� 1 _ - I
(NE5W^O') BUILDING - - - - SETBACKS
GUY WARE `OUTLINE _ _ - - - - - - x I ■ 1 ` I '
F- I I HIGH WATER I
sisy _ I a MARK
r 10.2'
- - - - - - - �- - spa I ■ I I
20.2' I x N.7 I i
38.1 ' e0.9 I 1 115.0'
X31 °25'58"
R I aDECaK E I OEAD 7 x su LL. 6 g. 5 20.0' T 12 5.0 0' I ■
I �
T 35.1 7' EDGE of � DECK
(APPARENT EASEMENT
BRGS31 °58'55 "E PLOWED I ■ s9 I
C E E N= 6 7.7 2' i4� w DRIVEWAY
' B USHI ME CENTERLINE
r" PM GORE CREEK
LOT 3 --K ss BURED 60
LINE
/ MARKER 1 0.6172 ACRES (PLAT, 'I
(APPARENT EASEMEN771 Q
s4.7j / < I N
TIE WALL I I
/ I
---- - - - - --
� wALK - - - -- --- - - - - --
10.4' --- - - - - -- -- - -- --
�• l fir{ - - - -- ---
2.7' VIEW _ A"cE - - - --
- - - - --
-- - - -- - - I o
�• ( OUTLINE BAY � �� I LOT 1
�• / 2.2' OUTLINE
I A710 WOOD ■ I
�C) P FENCE I
ees ) / \ zn PAVO x G" 5 I I z
FOUND l9 REBAR W/ WASHER "� x o0 0.0
�� / - - - I 1'10.0'
• i I I I �
/ 6.4' 4.3'
1.0'(20')
EDGE OF
PLOWED / x eels
ROAD , / Y j ■ I II
orw
WINDOW sw
BAY
2.0'(20') I
33.5'
/
1.3' PEAK 6w 14,4
PHONE ( s' / BULDING
/ PEDESTAL L / ROCS 6 ■ '
X 644 ■ Q I I I
/CO 3 (30
50'
GORE CREEK I I
STREAM
I ■ \ I I I I
/ BusFUNE z� -------------------------- - - - - -- - - - - -- - 1
- - -- - - - - -- - - - - - - - - - -- - - - - - - - - - II I
� � I ■ � I I I I
/ ; 1 3- 1.3'(16') 8i36+s / ✓ � V
15.0' Q I , ✓ Q \ I
\ Q /� /�� Q h ■ a ( I
S49 °24'04 "W 214.56'
I I i
� \ S� DZ06 IR dt AI.uM. cAP
(NMr/2•r) /\ �\ �\ �� SEWER MANHOLE I I
ets ^ n �` / RIM a" - 8361.9
VERY APPROXIMATE LOCIOTON OF "FLOODWAY
SCALED FROM 70WM OF VAN. FLOOD HAZARD MAP.
FEMA FLOOD HAZARD ZONE AE (19 ANNUAL CHANCE
OF FLOODING) PER MAP f 0803700493D. EFFECTIVE
DATE: 12/4/07
/ DECK
LOT 2
I
I TOPOGRAPHIC SURVEY
LOT 3