HomeMy WebLinkAboutDRAKE Block 4 Lot 8A & 8B S-3627ro.keD
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Cse
Paul Carr •
DEQ Comments
Page Two
April 21, 1915
B. Other cr:ses:
17. -3631 Lots 2A :and 2A, I)e1uciti Subdivision
Public sewer and water does not serve this area. We have no
objection to the lot line shift.
18. S-3644 Lots 1A, 2A and 3A, Block 1, Girdwood Townsite,
U.S. Survey No. 1177
Public sewer and water does not serve this area. oa'e have no
objection to the right-of-way vacation. The note on the plat
tau st adequately notify buyers of the conditions on 2A and 3A.
Lots 2A and 3A will have to be served by public sower before
they cern be developed and the note should state this.
19. S-3627 Lots 8A and 8.3 , Block 4, Drake Subdivision
This; area is not served by public sewer a nd water. The soils
tests show these two lots are not acceptable for on-site sewage
disposal.
The soils data on these two lots is very similar to tests run on
lots 1, 2 and 7 to the north and east. Without adequate soils for
waste disposal there is rio acceptable method for developing
this property. The lot split does not moot our requirements.
20. S-3647 Ilempton ll`ills Subdivision
Public sower and water does not serve thisarea.
Water - Water availability will be adequate for all lots in the
proposed subdivision.
Soils - The soils tests generally show tho area i.^: adequate. We
will need specific tests on each lot prior to inal? Y
.y�1J 'v ✓ ul. .
Slope - t 'o aro very concerned about the 45° slope on lots 1,
2 and 3, mock •1. We want to check this area very closely
prior to final approval.
This this t?roa is not accessible at the present tirae. The lot corners aro
not staked ,rid the roads are not constructed.
We Leel preliminary approval could be f_•'i en with submission of
soils information coiling in with the final plat.
Mr. Hank Buege
c/o DOWL Engineers
4040 "B" Street
Anchorage, Alaska
99503
4040 "B" STREET,
ANCHORAGE, ALASKA 99503
PHONE: 907-279-2581
April 1, 1975
W.O. #7617
ATTENTION: Mr. Tom Garrod
SUBJECT: Soils Investigation
LOCATION: Lots 8A & 8B, Block` 4, Drake Subdivision
Gentlemen:
Transmitted herewith are the results of the subsurface inves-
tigation performed on the subject property on March 26, 1975.
Exploration consisted of two (2) twenty foot test holes drilled
by Denali Drilling, Inc. employing Nodwell mounted, Mobile B-50
drill, fitted with an 6", continuous flight auger. Grab samples
were taken at various intervals by pulling the auger out of the
test hole and removing the sample from the flights of the auger
from near the bit. The soils were visually classified in the
field in accordance with Sheets 1 through 3, following the text.
This field classification was verified by visual review of sam-
ples based on the same criteria, in the laboratory. The drilling
was supervised and the test holes were logged by O.M. Hatch,
geologist of our staff.
The test hole location sketch which follows immediately after
the text shows the approximate locations of the test holes, as
determined by Mr. Hatch. The compilation of the field and lab-
oratory information is contained in the test hole logs which
follow immediately:
Test Hole 1
Depth in Feet
From To
0.0' 2.5'
Soil Description
F-2, olive, gravelly silty sand (fill),
damp, SM
2.5° 3.0' Brown, peat (old ground surface), PT
continued
Mr. Hank Buege
Page 2
April 1, 1975
Test Hole 1 (continued)
Depth in Feet
From To
3.0° 6.0°
6.0' 12.0°
12.0' 14.0'
14.0' 15.0'
15.0' 20.0°
Soil Description
F-2, grey, silty sand, saturated, SM "_Li
F-4, grey, sandy silt with _tr.aces gravel,
damp to wet, NB, ML -1')
F-2, grey, silty sand, saturated, SM
F-4,
ML
tan, gravelly sandy silt, damp, stiff,
(
F-1, olive, silty sand aravel, damp, medium
density, rounded particles, 1", QM 2�c�
Bottom of Test Hole: 20.0'
Frost Line: 2.0°
Free Water Level: 4.5'
Type of
Sample Depth Sample
1 5.0° G
2 7.5' G
3 10.0' G
4 12.5° G
5 15.0° G
6 20.0' G
Remarks: 1. Type of Sample, G = Grab
2. See Sheet 1 for frost and textural classification.
3 See Sheet 2 for unified classification
4. See Sheet 3 for general test hole information
continued
Mr. Hank Buege
Page 3
April 1, 1975
Test Hole 2
Depth in Feet
From To Soil Description
0.0° 5.0' Brown, peat, damp, soft
5.0' 6.5' F-2, grey, siltx sand, saturated, medium
density, SM ,"
-12
6.5' 8.0'
8.0' 12.0°
12.0° 14.0'
14.0° 17.0'
17.0° 20.0'
F-4, grey, say silt, damp, stiff, NP, ML 1 J2
F-4, olive, gravelly sandy silt, wet, stiff,
PL+, marginally plastic, rounded particles,
1", ML
F-2, olive, silty fine sand, saturated, med-
ium density, SM�`
F•-4, olive, sandy silt, wet, PL+, marginally
plastic, ML
F-4, olive, sandy gravelly silt, damp, stiff,
PL- or NP, ML
Bottom of Test Hole: 20.0'
Frost Line: 3.0'
Free Water Level: 5.5'
Type of
Sample Depth Sample
1 7.5°
2 10.0° G
3 12.5' G
4 15.0' G
5 20.0' G
Remarks: 1. Type of Sample, G = Grab
2. See Sheet 1 for frost and textural classification.
3. See Sheet 2 for unified classification
4. See Sheet 3 for general test hole information
Mr. Hank Buege
Page 4
April 1, 1975
If there should be any questions on the foregoing, please do
not hesitate to contact our office.
Very truly yours,
ALASKA TPSTLAB
0$01,
John M. Lambe
JM L/vms
Approved:
Harry
GO
20
21
OTIS PARKWAY
LOT
8A
LOT
8B
FLYWAY AVENUE
LEGEND
- TEST HOLE
Scale —1"::
TEST HOLE LOCATION SKETCH
p6L^�4C{Q VEgiram
® TESTING
® EXPLORATION ® CHEMICAL
MATERIALS 0 INSPECTION
503 E. 8TH AVE.
ANCHORAGE, ALASKA
00501
Dickinson - Oswald & Partners
800 Cordova Street
Anchorage, Alaska 99501
ATTENTION: Mr. Maurice Oswald
February 28, 1972
W. 0. 12327
SUBJECT: Subsurface Soils Exploration
Vicinity of Huffman Road and Lake Otis
W. 0. No. 5371
Gentlemen:
PHONE 272-3428
Per your instructions we put down four (4) test borings
on the attached drawing.
Attached are the following:
Sheet 1.
Sheet 2 to 5.
Sheet 6
Sheet 7
Test Boring Locations
Test Boring Logs
Soil Classification Chart
Soil Description
as shown
If we can be of any further assistance do not hesitate to contact
our office.
Very truly yours,
ALASKA TESTLAB
K. K. von Dohrmann
Senior Engineer Technician
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WEST TUDOR ROAD
N 8957'02" E
- -223.00'
446.00' (R-1 M)
223.00'
8' VISUAL ENHANCEMENT
LANDSCAPE EASEMENT
25.00'
LOT 2A-1
71 734.22 S.F.
6.75'
1.65 AC.
10,00'
18.25'
LOT 1A
40,238.66 S.F.
0.92 AC.
0
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FUY T & E EASEMENT
- I- 223.25'
230.00'
S89446'29 W (R-2 & M)
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40' T & E EASEMENT --
18.46'
N89'46'29 E 216.91' (R-2 & M)
Y & PARKING EASE
TRACT 1—A-1
LOT 3
GRAPHIC SCALE: 1 Inch = 100 Feet
—1-
50
25
0
MON 1
LANMARK
LOT 2A
T.B.P.
LS -7326
2001
25
50
FND. 2 1/2" ALUM. MON
ON 2 1/2" X 30" POST
FLUSH WITH GRADE
100
200
0
T
4
1 0
E.45th Ave.
9
E.46th Ave.
E.47th Ave.
7
Koyuk Ave.
6
1
0
ID
(R-1)
(R-2)
(M)
N.T.S.
T&E
NOTES
1.) LANDSCAPING MEETING THE STANDARDS OF A.M.C. 21.45.125.C.2 IS
REQUIRED TO BE INSTALLED BY THE DEVELOPER AT THE TIME THE
LOT IS DEVELOPED, AND MAINTAINED BY THE PROPERTY OWNER
ALONG THE EAST PROPERTY LINE OF LOT 1A,
2.) LANDSCAPING MEETING TI -IE STANDARDS OF A.M.C. 21.45.125.C1 IS
REQUIRED TO BE INSTALLED BY THE DEVELOPER AT THE TIME THE
LOTS ARE DEVELOPED, AND MAINTAINED BY THE PROPERTY OWNER
ALONG THE WEST LOT LINE OF LOT 2A-1 & ALONG THE NORTH
LOT LINES OF LOTS 1A AND LOT 2A-1.
3.) DIRECT VEHICULAR ACCESS TO "C" STREET FROM LOT 2A-1
IS PROHIBITED. LOT 2A-1 AND LOT 1A TO ACCESS TUDOR ROAD AT COMMON
DRIVEWAY LOCATED WITHIN THE 50 FOOT DRIVEWAY & PARKING EASEMENT.
ACCESS IS LIMITED TO THE EXISTING APPROVED ACCESS. LOT 1A ACCESS TO
"A" STREET SHALL BE APPROVED BY THE MUNICIPALITY OF ANCHORAGE
TRAFFIC DEPARTMENT.
4.) THERE ARE EXISTING ELECTRICAL FACILITIES INSTALLED UNDER A
GENERAL EASEMENT RECORDED IN VOLUME 76 AT PAGE 270, NOT
BEING DEDICATED THIS PLAT.
5.) VISUAL ENHANCEMENT LANDSCAPING AND BUFFER LANDSCAPING MEETING THE
REQUIREMENTS OF AMC 21.45,125.C.1 AND 21.45.125.C.2 SHALL BE INSTALLED
AND MAINTAINED BY THE OWNER WITHIN THE BUFFER AND VISUAL ENHANCEMENT
LANDSCAPE EASEMENTS.
6.) PRIOR TO THE ISSUANCE OF A BUILDING OR LAND USE PERMIT, THE APPLICANT SHALL
PROVIDE A SITE DRAINAGE PLAN FOR THE AREA AFFECTED BY THE APPLICATION, INCLUDING
AN APPROPRIATE DRAINAGE OUTFALL FOR SURFACE WATER AND ROOF DRAINAGE. THE
DRAINAGE PLAN SHALL ALSO INDICATE EFFECTS IF ANY, ON ADJACENT PROPERTIES.
7.) WHERE THE T&E EASEMENTS OVERLAP THE LANDSCAPE OR
SCREENING EASEMENTS, THE UTILITY SHALL HAVE THE RIGHT
WITHIN THE AREA OF ITS EASEMENT TO CUT, TRIM, REMOVE AND
CONTROL THE GROWTH OF TREES, SHRUBS AND OTHER
VEGETATION THAT IN IT'S REASONABLE JUDGEMENT MAY
INTERFERE WITH THE PROPER INSTALLATION, FUNCTIONING, AND
MAINTENANCE OF THE UTILITY FACILITIES; WITHOUT ANY
OBLIGATION TO CONSULT WITH THE LANDOWNER. ALL AREAS
WITHIN THE LANDSCAPE OR SCREENING EASEMENTS UTILIZED FOR
TELECOMMUNICATIONS OR ELECTRIC LINE INSTALLATION OR
MAINTENANCE WILL NOT BE REVEGETATED. THE ELECTRIC UTILITY
WILL NOT BE FINANCIALLY RESPONSIBLE FOR DAMAGED
LANDSCAPING LOCATED WITHIN THE ELECTRIC OR UTILITY
EASEMENTS.
8.) RIGHT OF WAY EASEMENT GRANTED TO CHUGACH ELECTRIC ASSOCIATION, INC., RECORDED
OCTOBER 5, 2001, SERIAL NUMBER 2001-067419-0. (AFFECTS THE SOUTH 20 FEET
OF THE NORTH 28 FEET OF THE EAST 30 FEET OF LOT 1A.
ACCEPTANCE OF DEDICATION
me Municipality of Anchorage hereby accepts for
public uses and for public purposes the real property
dedicated on this plat including but not limited to the
easements, rights—of—way, alleys, roadways,
thoroughfares, and parks shown hereon,
Dated at Anchorage, Alaska this day of 2003
Attest-
111rwru-irni cipal , dr_Clerk
Mayor
,..24ta35
A AlcRokAr%e REC DIST
19 20 °3
I. -343 P
Ti
R
LEGEND
SURVEY MONUMENT FOUND OR SET
5/8" REBAR FOUND
5/8"x30" REBAR SET (SEE CAP DETAIL)
1 1/2" ALUM CAP FOUND
P.K. SPIKE FOUND
RECORD PLAT 2000-76
RECORD PLAT 2001-106
MEASURED
NOT TO SCALE
TELECOMMUNICATION AND ELECTRICAL EASEMENT
TYPICAL P.C., P.T., S.I. 1 1/2"
ALCAP.
REBAR CAP = 1 1/2" PLASTIC CAP SET
ATOP ALL REBAR SET THIS SURVEY.
tab -
c C. -
SURVEYOR'S CERTIFICATE
I, Charles E. Forbes Professional Land Surveyor, do
hereby certify that the plat of TUDOR BUSINESS PARK SUBDIVISION
is a true and correct representation of lands actually
surveyed and that all the distances and bearings are
shown correctly and that all permanent exterior
control monuments, all other monuments and lot
corners have been set and staked.
PLAT APPROVAL
Plat approved by the Anchora e latting Authority, this
i day of ty)qty 2003.
Charles E. Forbes, LS
TAX CERTIFICATE
All real property taxes levied by the Municipality of
Anchorage on the area shown on this plat have been
paid in full, and if approval is sought between January 1
and the tax due date, there is on deposit with the chief
fiscal officer an amount sufficient to pay estimated real
property tax for the current year.
5 -6 -03
Date
APPROVALS
Platting Officer
frVlunicipal Survey° -4 - -.11L
Signature
uthorized Offici 1
Ernest B. Madsen, Director
Williams Express Alaska, Inc.
3201 C Street, Suite 700
Anchorage, AK 99503
2 /
Date _
2003
Date
519:63
NOTARY'S ACKNOWLEDGMENT FOR Ernest B. Madsen
Z
before me thist.." day of April_ 2003
ubscribed
and
sworn
Notary for A'laska
te 05
My 0172rnission Expires
36
risN
ARCTIC BLV
31
This Plat
ri2N
6
32
ce)
0
5
VICINITY MAP (N. T. S.)
TUDOR RD.
33
CERTIFICATE' OF OWNERSHIP & DEDICATION
I (we), hereby certify that I am (we are) the owner(s)
of the property described hereon. I (we) hereby
dedicate to the public all easements for public
utilities, streets, alleys, thoroughfares, parks and other
public areas shown hereon. There shall be reserved
adjacent to the dedicated rights—of—way shown hereon,
a slope reservation sufficient to contain cut & fill
slopes of 1 1/2 feet horizontally .for each foot
vertically (I 1/2:1) of cut or fill, for the purpose of
providing & maintaining lateral support of the
constructed street and there is reserved to the
grantors, their heirs, successors & assigns, the right to
remove said slope at any time upon providing &
maintaining other adequate lateral support, as
approved by the Municipality of Anchorage. I (we)
hereby agree to this plat, and to any restriction or
covenant appearing hereon and any such restriction or
covenant shall be binding and enforceable against
present and successive owners of this subdivided
property.
SteveAnchorage, A D. HaK 995041
, Member—Manager
Union. Square Development Co., LLC
n ll
390 Peppertree Loop
Date
2003
NOTARY'S ACKNQ LEDGME T FORSteven D. Hall
4
Subscribed ard swor
Are --
ore me this247 day of hpit eoo3
otary for Alaska
Steven D. Hall, Mernber—Manager
Hall—Ex, LLC
390 Peppertree Loop
41Ib
My Coinmission Expires
00,01Kwoh,
Anchorage , -'K 99504
/
--°&**1=',c\P
OF
Date a...? ilae; 2003
NOTARY'S ACKNOWLEDGMENT FOR Steven D. Hall
Subscribed a d awor
o ary forAlaska 0 My
omrnission Expires
fore me this 114 -day of kroit 2003
Beneficiary
Ken Ferguson, Vice—President
Northrim Bank
3111 C Street, Suite 400
Anchorage, AK 99503
///
40 410)
NO ARY'S ACKNOWLEDGMENT FOR _Ken Ferguson
Subscribed and sworn .efo e me this.tay of 4(112003
Date
'117;3
2003
Noiar.y or 70 ,aska-f
Ai 44e...I A
My Commission Expires
PLAT or
TUDOR BUSINESS PARK
SUBDIVISION
LOT 2A-1 AND LOT 1A
WITH EASEMENT VACATION
A RE SUBDIVISION OF TUDOR BUSINESS PARK SUBDIVISION,
LOT 2A (PLAT 2001-106) AND LOT 1 (PLAT 2000-76)
LOCATED IN THE NW 1/4 OF SECTION 31, T13N, R3W, S.M. ALASKA
ANCHORAGE RECORDING DISTRICT
CONTAINING 2.57 ACRES
LanMark
Engineering & Surveying Inc.
9330 Vanguard Drive, Suite 203
Anchorage, Alaska 99507
(907) 562-6050
OF 14 I
c:` 49Th
—
00'6,00 O*6.1,0
"4. CHARLES E. FORBES
LS -7326
° Aw
ittf'fes s i (ot\ i.
k %ANA'
Designed by
Drawn by
Checked by
CEF
CEF
CEF
Scale
1 "= I 0 0
Field Book
#167
Date
04-11-03
Sheet of
CASE NO.
S-11044
Crid
1830