HomeMy WebLinkAboutKINCAID ESTATES Tract 1 Withdrawn S-11177Kincaid
Estates
Tract 1
Withdrawn
5-11177
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PROPERTY INFORMATION
PETITIONER'
PETITIONER REPRESENTATIVE H an
Nam• (.It I4nN NU)
Kincaid Estates LLC
N. (Wo n•nr h•()
Lantech, Inc.
M ..V Mara"
2848 Beluga Bay Circle
Anchorage, AK. 99507
Munhy Mp•"
440 West Benson Blvd., Suite 103
Anchorage, Alaska 99503
Contact Phone: Day: 907-868-79339 Night:
Contact Phone: Day: 562-5291 Night:
Fax: 907-868-7942
Fax: 561-6626
E-mail:
E-mail: mail@lantechi.com
'Repan aaG4arw pomb w s ar M.. drw rooxrw• an uipp•rnsrsal lam FMaa1 W d..00 o niv bnlr "..I onnr• m•y Wwy pagHrq of I •ppi"ian
I hereby herby Nat (I am) (I have been suNonzed to act for) owner of aro property described above and dolt 1 petition for subdivide it in conformance w to Title 21 of Ne
Anchorage Muniople Code of Ordinances. I understand that payment of the application fee Is nonrefundable and Is to cover am costs associated with processing this
application, and Nat it does not assure approval of the subdivision. I also understand that assigned hearing dates aro tentative and may have to be postponed by
Planning Department Staff or the Planing Board. Planning and Zoning Commission. or the Assembly for administrative Masons.
9115/03
Date Signature (Agents must provide written proof of authorization)
PROPOSED SUBDIVISION INFORMATION
Proposed Legal Description: (use additional sheet if necessary)
KINCAID ESTATES #1, LOTS 1.63 BLOCK 1, LOTS 1-52 BLOCK 2, TRACT L-1 & TRACT L-2
# Lots: 115 J# Tracts: 2 Total # Parcels: 117
Accepted by: Poster & Affidavit Fee: Casa Number.
PROPERTY INFORMATION
Property Tax # (000-000-00-000): 011-291-21-000
Site Street Address: NHN West Dimond Blvd.
Current Legal Description (use additional sheet d necessary)
KINCAID ESTATES, TRACT 1
Zonin : R -1A Acres e: 39.9
Grid #: 2323
# Lots: NONE 1# Tracts: 1
ITotal# Parcels: 1
I hereby herby Nat (I am) (I have been suNonzed to act for) owner of aro property described above and dolt 1 petition for subdivide it in conformance w to Title 21 of Ne
Anchorage Muniople Code of Ordinances. I understand that payment of the application fee Is nonrefundable and Is to cover am costs associated with processing this
application, and Nat it does not assure approval of the subdivision. I also understand that assigned hearing dates aro tentative and may have to be postponed by
Planning Department Staff or the Planing Board. Planning and Zoning Commission. or the Assembly for administrative Masons.
9115/03
Date Signature (Agents must provide written proof of authorization)
PROPOSED SUBDIVISION INFORMATION
Proposed Legal Description: (use additional sheet if necessary)
KINCAID ESTATES #1, LOTS 1.63 BLOCK 1, LOTS 1-52 BLOCK 2, TRACT L-1 & TRACT L-2
# Lots: 115 J# Tracts: 2 Total # Parcels: 117
Accepted by: Poster & Affidavit Fee: Casa Number.
2
2020 Urban/Rural Services: 0 Urban
2020 West Anchorage Planning Area: 0 Inside
❑Outside
or abuts:
❑ Redevelopment/Nfxed Use Area
❑ Industrial Center
Rural
❑ Major Employment Center
❑ Neighborhood Commercial Center
❑ Transit - Supportive Development Corridor
❑ Commercial ❑ Industrial ❑ Parks/Open Space
❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study
❑ Residential at dwelling units per acre.
Glydwood-Tumagain Arm:
❑ Commercial ❑ Industrial ❑ Parks/Open Space
❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study
❑ Residential at dwelling units per acre.
Wetlands Classification:
None
❑ "C"
Avalanche Zone:
None
❑ Blue Zone
❑ Red Zone
Floodplain:
0 None
❑ 100 Year
❑ 500 Year
Seismic Zone (Harding/Lawson):
❑ "1"
0.21•
13-3"
❑ Town Center
❑ Public Land Institutions
❑ Public Land Institutions
A
E3-4- ❑ "5"
----- • • -- . • con r u.rummq 11VN (Events that have occurred in the last 5 years for all or
❑ Rezoning Case Number.
0 PreliminaryPlat ❑ Final Plat C 11 ase Number(s): S-10873, S-11029, S-10990
0 Conditional Use Case Num"b' e' ris)''T 2003-095
❑ Zoning Variance Case Number(s):
❑ Land Use Enforcement Actionfor.
05u 19 of Land Use Permit for- Grading 02-5583
❑Wetlandpennit - ❑/trmyCorp ofEngineers ❑MunicipalityofAnchorage
Water provided by: 0 Public Utility ❑ Communi well
ty L] Private well
star disposal method: 0 Public Utility ❑ Communl system Ys tem
❑ Private on-site
Plat: Copies 0 42 (long plats) ❑ 32 (short plats only) ❑Q 8 12'x11" reduced copy
Other Maps 0 Aerial photo 0 Housing stock 0 Zoning
Mandatory on plat depictions: 0 Pedestrian walkway 0 Landscaping required byzoning
'roperty Title: 0 Certificate to Plat
_-...-.._.. _,,....— ,,,,,,,,,,,=,,,, umess specmcany, waived by Platting Officer.
0 Site topography(4 copies minimum) Waived by
0 Soils Investigation and analysis
Waived by
0 Subdivision Drainage Plan Waived by
.A
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Please fill in the information asked for below.
nepan rwuvw Puuaewe a mauew arw m-oenr,ri an Muth ism rr,un w WVWaa lMrlar aMwnoal nrrau o.wwa m.y aawy peaeaaMtq w uw app�iun
PROPERTY INFORMATION
Property Tax # 000-000-00-000): 011-291-21-000
Site Street Address: NHN Dimond Blvd.
Current Legal Descnption (use additional sheet it necessary)
Kincaid Estates, Tract 1
i nemoy mrdry mar ti am) it nave peen sumonzea m as tor) owner or me property oescnoea aomm ano mar i am peuooning ror a suoamston vanarvxf n
conformance with Title 21 of the Anchorage Municipal Code of ordinances. I understand that payment of the application fee Is nonrefundable and Is to cover the
costs associated with processing this application, and that It does not &mum approval of the variance. I understand that the burden of evidence to show compliance
with the wbdivision variance standards rests with me, the applicant
9/15/03
Date Signature (Agerrs must provide written proof of authorization)
the requirement to:
This existing situation is:
One lot designed with Flag pole portion longer than 100'.
Grantino the variance will allow:
of Lot 20 Block 1. to have a flan Dortion lonaer than 100'
Code Citations
AMC 21. 85.300.g
AMC 21.
Accepted t0. Poster 8 Affidavit Fee: Case Number
PETITIONER'
PETITIONER REPRESENTATIVE if an
N. IUM twnw teat)
Kincaid Estates LLC
Nama IMM nanw Iv M)
Lantech, Inc.
N "'Q A *"
2848 Beluga Bay Circle
Anchorage. Alaska 99507
MMMp bnaw
440 West Benson Blvd., Suite 103
Anchors e. Alaska 99503
Contact Phone: Day: 907-868-7939 Night:
Contact Phone: Day: 562-5291 Night:
Fax:
E-mail: greg@whiteravendev.com
Fax: 561-6626
E-mail: mail@lantechi.com
nepan rwuvw Puuaewe a mauew arw m-oenr,ri an Muth ism rr,un w WVWaa lMrlar aMwnoal nrrau o.wwa m.y aawy peaeaaMtq w uw app�iun
PROPERTY INFORMATION
Property Tax # 000-000-00-000): 011-291-21-000
Site Street Address: NHN Dimond Blvd.
Current Legal Descnption (use additional sheet it necessary)
Kincaid Estates, Tract 1
i nemoy mrdry mar ti am) it nave peen sumonzea m as tor) owner or me property oescnoea aomm ano mar i am peuooning ror a suoamston vanarvxf n
conformance with Title 21 of the Anchorage Municipal Code of ordinances. I understand that payment of the application fee Is nonrefundable and Is to cover the
costs associated with processing this application, and that It does not &mum approval of the variance. I understand that the burden of evidence to show compliance
with the wbdivision variance standards rests with me, the applicant
9/15/03
Date Signature (Agerrs must provide written proof of authorization)
the requirement to:
This existing situation is:
One lot designed with Flag pole portion longer than 100'.
Grantino the variance will allow:
of Lot 20 Block 1. to have a flan Dortion lonaer than 100'
Code Citations
AMC 21. 85.300.g
AMC 21.
Accepted t0. Poster 8 Affidavit Fee: Case Number
for subdivision Variance continued
Page 2
The Platting Board may only grant a variance if the Board finds that all of the following 4 standards are satisfied. Each
standard must have a response in as much detail as it takes to explain how your propertys condition satisfies the standard.
The burden on proof rests with you. Use additional paper if needed.
re are special circumstances or conditions affecting the property such that the strict application of the provisions of the
fivision regulations would clearly be impractical. unreasonable or undesirable to the general public.
Iain:
flag lots are an integral part of the subdivision design and will allow the planned lift station to be put at the back of the
somewhat hidden from public view.
granting of the variance will not be detrimental to the public welfare or it
I property is situated.
Iain:
length of the flag portion of a lot does not effect public safety or welfare.
i variance will not have the effect of
of the Municioalitv.
purpose of the
regulations or
area in
longer flag portion is only roughly 40 feet longer than maximum Indicated In 21.85.300.8. Because the additional length
mal, the intent or purpose for this ordinance or the Comprehensive Plan have not been affected.
would result from strict compliance with
or requirements of
Longer flag portion for this lot is required to access portions of the property that is otherwise inaccessible using this efficient
type of design.
440 W. Benson Blvd., Suite #206
P.O. Box 210863
Anchoraxe, Alaska 99521-0863
Project Description:
TRIAD ENGINEERING
e-mail:
S 111 7 7 NOV 0 52M3
IiINCAID ESTATES# 1
Drainage Impact Analysis
Telephone 907-561-6537
Fax 907-561-6869
9-15-03
The project consists of 39.9 acres and is generally located west of Sand Lake Road and north of
Dimond Boulevard. The property is zoned R 1-A, single-family residential lots and is a
portion of the proposed 234 acres Kincaid Estates master plan.
Existing Conditions:
The elevations of the site vary significantly due to the gravel extraction operations, which have
occurred over the last several decades. These activities have created a situation where there is
no physical drainage outlet by gravity. The general drainage pattern for the area east of the
proposed Kincaid Estates Drive is from north to south with the high point being at elevation 140
along Sand Lake Road at the northeast comer and the low point at 74 at the southeast comer.
The lowest point of the entire site is the pond located west of Kincaid Estates Drive which is at
elevation 42. The onsite drainage presently infiltrates into the existing soils. There are no
existing underground storm drainage systems either on site or within the immediate area. The
storm drainage within the Sand Lake area is basically overland flow using culverts at road
crossings and ditches/swales for infiltration. It appears that storm drainage from the
surrounding area infiltrates into the ground prior to reaching the Kincaid Estates site.
The Hydrogeological and Geotechnical aspects of the site have been addressed in the attached
reports performed by Terrasat, Inc. The report includes discussions relating to surficial geology,
ground water, existing soil conditions, aquifers and water quality.
Existing Drainage Studies:
The Kincaid Estates site is included in a report entitled "Sand Lake Drainage and Water
Quality Management Study" was written in 1981. The report addresses the various drainage
sub -basins within the Sand Lake area including existing conditions, anticipated flows and
recommended improvements when development occurs.
Proposed Drainage Improvements:
All proposed drainage improvements will be to municipal standards and dedicated to the
Municipality upon completion and acceptance. Curb and gutters are proposed within the
STORM SEWER IMPROVEMENTS
�rA KINCAID ESTATES #1
CONSTRUCTION
# 10JRS-PLANNERS-ENGNEERS
WEST BENSONLOTS 1-63 BLOCK 1, LOTS 1-52
IORACE. ALASKA 99503 (907) 562-5291 BLOCK 2 TRACT L-1 & TRACT L-2
ODi I!U2 E5 t a ' �
3-5-25 SEPT. 13, 2007 NOT TO SCALE 2323
TRIAD ENGINEERING
440 W. Benson Blvd., Suite 0206 Telephone 907-561.6537
P.O. Box 110890 Fox 907.561-6869
Anchoraoe Alaska 99511-0890 davegrenlerAtriad-guest.com
September 15, 2003
Municipality of Anchorage
Department of Planning
4700 S. Bragaw St.
Anchorage, Alaska 99519-6050
Attn: Jerry Weaver, Platting Officer
Re: Kincaid Estates # 1
Traffic Impact Analysis
Dear Mr. Weaver:
Sti 117-7. Nov 0 S. 20
Attached is the Traffic Impact Analysis dated 4-26-02 for Kincaid Estates, which addresses the entire
234 acres development. Kincaid Estates # 1 is a portion of the master plan located in the southern end
of the site consisting of 115 lots and 2 tracts on 39.9 acres.
The street connections, existing conditions, trip generation, traffic assessment & conclusions outlined
in the 4-26-02 report are applicable for this phase of the development.
If you have any questions or need additional information, please advise.
Sincerely,
David A.
TRAFFIC IMPACT ANALYSIS
KINCAID ESTATES
ANCHORAGE, ALASKA
4-26-02
I. INTRODUCTION
A. Purpose and Scope
The purpose of this report is to expand on the preliminary TIA and further
quantify the traffic impact of the proposed Kincaid Estates Subdivision.
Additional information has been obtained which includes field counts to
determine peak morning and evening counts as well as measuring existing site
distances at the two proposed intersections. This data was then compared to the
report "FY 97 Highway Safety Improvement Program (HSIP) for Kincaid Road at
Sand Lake Road" prepared by Rader Econometrics and Engineering as well as the
"Sand Lake Gravel Pits" Traffic Impact Analysis prepared by Bobby Burnett.
B. Project Description
White Raven Development, Inc. proposes to construct a 234 acre development
located west of Sand Lake Road, north of Dimond Blvd. and south of Kincaid
Road. The project, which was approved by the Municipality of Anchorage
Platting Board on March 201h, is to proceed in phases over the next ten to twelve
years. At this time it is expected to consist of approximately 546 single-family
home lots hnd 80 duplex lots for a total of 706 dwelling units. Access to the
project would be from Kincaid Road at Katandin Drive and West Dimond
Boulevard at Snead Street which is proposed to be renamed Kincaid Estates
Drive.
C. Street Connections/Traffic Calming
The main north/south street, Kincaid Estates Drive, will consist of 26 R of
pavement, a Type 1 stand-up curb and gutter, a 5 R detached sidewalk on the east
side and a 8 R detached bike trail on the west side. Two, four-way stop
intersections are planned, one at Road H, the other at Road D. 30 R curb return
radius are proposed at all intersections to allow for proper turning movements.
The loop and cul-de-sac streets will consist of 29 R of pavement with a Type 2
rolled curb and gutter and a 5 R detached sidewalk on both sides of the street.
The subdivision road and lot layout have been designed with small radius curves.
One of the main benefits of this "coving" concept is that it discourages higher
traffic speeds. It also allows for the house setback from the road to vary, which
provides the opportunity for more off street parking.
As the project develops, speed humps may be implemented as another traffic
calming technique. These would be considered on the straight sections of the
loop streets if traffic speeds were an issue.
Other subdivision access connections include Road D extension at 80th to Lucy
Street as well as the Road C extension to the west. Road C would also be the
easterly access point to a potential school site either located on Tract G or on the
20 acre parcel directly west of Tract G. The school site selection has not been
finalized as of this date and is not likely to occur for several years. Whether the
school is located in this vicinity or if the parcel were developed as residential
housing, Road C would eventually connect to Lucy Street providing an alternate
route to the north and Kincaid Road. For purposes of this report, these
connections were viewed as providing interconnectivity; no traffic volumes were
assigned in determining the level of service.
Another access point is planned at Sommer Place located at the southwest comer
of the project. This is viewed as emergency access only and was also not
assigned traffic volumes.
Lucy Street extension to Road Hl was also studied. This connection was not
included in the proposed layout due to topographic constraints. Road C was
viewed as the logical Lucy Street connection.
II. EXISTING CONDITIONS
A. Site
Kincaid Road is classified as a neighborhood collector road and is a two-lane,
two-way roadway intersecting Sand Lake Road at a "f" intersection. Sand Lake
Road is a minor arterial, class 2 road, and is a two-lane, two-way road. Dimond
Boulevard, west of Sand Lake Road is classified as a residential collector, Class I
and is also a two-lane, two-way road.
Kincaid Road is scheduled for upgrading this coming construction season. The
improvements will include straightening the alignment at Kincaid and Sand Lake
Road plus smoothing out the grade from Sand Lake Road to Katandin Drive. A
reduced copy of the proposed improvements is attached to this report.
B. Traffic
Traffic counts for this report were obtained on April 3, 2002 and April 4, 2002
from the hours of 6:00 AM to 9:00 AM and from 3:00 PM to 6:00 PM. Traffic
counts were recorded for the various turning and lane movements, then tabulated
for every 15 -minute interval during these time periods. The results of this survey
are attached as well as the referenced December 2, 1998 Rader report for the PM
Peak Hour at Sand Lake Road and Kincaid.
III. TRIP GENERATION
A. Traffic Forecast
Standard procedures per the Institute of Traffic Engineers were used to determine
distribution and assignment of vehicle movements at specific intersections that
would result from the proposed project. The projected full build out year is
anticipated for 2014 with a growth rate of 1.8% per year used for the base traffic
volume increase.
B. Methodology
The trip generation methodology used for this report is based upon applications
developed by the Institute of Transportation Engineers (ITE). A trip generation
average rate of 9.57 per dwelling unit has been used for the study.
TABLE 1: DEVELOPMENT TRIP GENERATORS
Type
Daily
Trips
AMPeak
PM Peak
I PAIPeak
Residential
In
Out
Total
In
Out
Total
Residential
9.57
0.19
0.55
0.74
0.66
0.35
1.01
TABLE 2: DEVELOPMENT TRIP GENERATIONS
Type
Units
I ADT
I AMPeak
I PAIPeak
Residential
Eastbound
Right
Rader Report
In
Ou[
Total
I In
I Out
Total
Totals
706
6756
134
388
522
466
248
714
It is assumed that one half of the trips generated will use Kincaid Road while the
other half will use Dimond. The following table shows the comparison of the
future condition, based upon this assumption and the proposed subdivision layout,.
to the Rader Report.
TABLE 3: SAND LAKE ROAD & KINCAID ROAD TURNING MOVEMENT COMPARISONS;
CONDITION AT BUILD -OUT
Northbound
Left
Northbound
Throu h
Southbound
Through
Southbound
Right
Eastbound
Left
Eastbound
Right
Rader Report
40
230
350
620
230
160
AM Existing
11
145
42
14
43
7
PM Existing
6
76
139
35
34
15
AM Future
38
145
42
50
197
33
PM Future
40
76
139
223
1 115
52
IV. TRAFFIC ASSESSMENT
A. Level of Service Analysis
Level of Services calculations were performed at the intersections of Kincaid
Road and Sand Lake Road, Sand Lake Road & Dimond Boulevard, Kincaid Road
& Snead, and Dimond Boulevard & Snead, for the existing conditions and for the
future conditions based upon the traffic counts and trip generation. Calculations
were performed in accordance with the analysis laid out in the Highway Capacity
Manual, Special Report 209, 2nd Edition of the Transportation Research Board.
1997 and the Highway Capacity software from the Federal Highway
Administration and McTrans, University of Florida, Gainesville, FA, for
signalized and unsignalized intersections. The methodology for unsignalized
intersections calculates the levels of service for individual approaches and the
intersection as a whole based upon the average stopped delay per vehicle. The
worksheets and calculations based upon the program are attached.
Major streets for these computations are as follows:
Intersection
hlajorStreet
Sand Lake and Kincaid
Sand Lake
Dimond and Sand Lake
Dimond
Kincaid and K.E.D.
Kincaid
Dimond and K.E.D.
Dimond
(K.E.D is Kincaid Estates Drive, presently Snead Street)
Level of service is defined as "a qualitative measure describing operational
conditions within a traffic stream; generally described in terms of such factors as
speed and travel time, freedom to maneuver, traffic interruptions, comfort and
convenience, and safety." There are six levels of operational conditions defined
as follows:
Level of Service A
Little or no traffic delays
Level of Service B
Short traffic delays
Level of Service C
Average traffic delays
Level of Service D
Long traffic delays
Level of Service E
Very long traffic delays
Level of Service F
Extreme traffic delays
It should be noted that traffic improvements should be considered for level of
service "C" condition.
4
TABLE 4: LEVEL OF SERVICE FOR SUBDIVISION ENTRANCES
Direction"
Kincaid & K.E.D.
Dimond & K.E.D.
AM
PM
AM
PM
EBL
A
A
EBT
A
A
EBR
WBL
A
A
WBT
A
A
WBR
NBL
A
A
—
—
NBT
—
—
—
—
NBR
A
A
—
—
SBL
—
—
B
B
SBT
—
—
—
SBR
—
—
B
B
Approach LOS
A
A
BB
Approach Delay
9.6
9.4
10.2
10.8
(K.E.D is Kincaid Estates Drive)
EBL = Eastbound Left
EBT = Eastbound Through
EBR = Eastbound Right
WBL = Westbound Left
WBT = Westbound Through
WBR = Westbound Right
NBL = Northbound Left
NBT = Northbound Through
NBR = Northbound Right
SBL = Southbound Left
SBT = Southbound Through
SBR = Southbound Right
TABLE 5: LEVEL OF SERVICE COMPARISON
SAND LAKE ROAD AND KINCAID ROAD
Direction"
Present
Future
Rader Report
AM
PM
AM
PAI
PM
NBL
A
A
A
A
B
NBT
SBL
A
A
B
SBT
SBR
A
A
B
B
SBR
A
A
B
B
Approach Delay
EBL
B
B
B
B
E
EBR
A
A
A
A
B
Approach LOS
A
A
B
B
D
Approach Delay
9.9
9.8 .
12.2
11.8
TABLE 6: LEVEL OF SERVICE COMPARISON
DIMOND BOULEVARD AND SAND LAKE ROAD
Direction"
Present
Future
AM
PM
AM
PM
EBL
A
A
A
A
EBT
SBL
A
A
B
B
SBR
A
A
B
B
Approach LOS
A
A
B
B
Approach Delay
9.4
9.8
11.9
13.0
It should be noted that the State has improvement plans for the subject
intersection that is scheduled for construction in the summer of 2002. The lane
layout reflected in this report matches that layout.
V. SIGHT DISTANCE
Sight Distance measurements were made at Dimond Blvd and Kincaid Estates Drive as
well as at Kincaid Road & Kincaid Estates Drive. The posted speed limit for Kincaid is
35 mph and for Dimond, 45 mph. The required versus the actual sight distances for right
and left turns onto Kincaid and Dimond are shown below. Both intersections will require
some clearing of existing vegetation to meet the sight triangle criteria for safe turning
movements onto the existing roadways. This required clearing will be shown on the
street improvement plans.
Kincaid Road & Kincaid Estates Dr.: To the west, 650 feet
To the east, 1000 feet + (after proposed state work)
Required Stopping Sight Distance (35 mph): 250 ft
Dimond Blvd & Kincaid Estates Dr: To the west, 1000 feet+
To the east, currently 350 feet
Required Stopping Sight Distance (45 mph): 400 ft
To obtain the necessary sight distance, Dimond will require minor regarding consisting of
lowering of the existing roadway approximately 2 ft. This will result in a sight distance
of 1,000 ft+.
V. CONCLUSIONS
The conclusion from the above discussion is that the Kincaid Estates Development does
not exceed the capacity for safe operation of either Kincaid Road and Sand Lake Road or
Dimond Boulevard and Sand Lake Road intersections at the build -out conditions. This is
based upon the traffic movement calculations attached using the approved layout and
number of units proposed. However, if the density approaches or exceeds the density
used for the trip generation in the Rader Report, or if there are significant other future
developments in the area, further improvements may be needed above those proposed by
the State.
Based upon the above parameters and proposed density, there is no need for left turn
pocket into the project at Kincaid and Kincaid Estates Drive or a deceleration lane from
Dimond onto Kincaid Estates Drive. The level of service indicates that the two proposed
intersection configurations are adequate to provide safe and functional access to the
project.
Prepared By: Witcher Engineering, LLP
Bruce Witcher, P.E.
Submitted By: Triad Engineering
David A. Grenier, P.E.
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SANITARY SEWER IMPROVEMENTS
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LANOENUCTION DUv1RS-PLANNERS-ENGINEERS LOTS 1-63 BLOCK 12 LOTS 1-52
440 WESTBS/03
ANCHORAGE, ALASKA 99503 (907) 562-5291 BLOCK 29 TRACT L-1 & TRACT L-2
WORK ORDER NU'M": WR: YNL
2003—S-25 SEPT. 15, 2003 NOT TO SCALE 2323 11
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