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MUNICIPALITY OF ANCHORAGE
Departmer of Health & Environmental rotection
Environmental Health Division
Case Review Worksheet
Case Number I Date Received I Comments Due BY
83-066 March 16, 1983 April 1, 1983
Subdivision or Project Title: ~
A final approval of a conditional use t~ permit Springf~states
~$t~,, development ~)/./2~p
~{~) Public water available ublic Sewer available
( ) Communzty water available
planned
Comments:
PETITIONER:
REQUEST:
TOTAL AREA:
LOCATION:
CURRENT ZONE:
(
(
MAILOUTS
Mailed
Favor
Against
Unclaimed
Other
COMMISSION
Community Council)
Federation of Community Councils)
ASSEMBLY
gbl/ng7
RETURN COMMENTS TO:
CASE NO. _~ S~O~ ,
A request to
A request to
MUNICIPAL PLAN.ING DEPARTMENT
Zoning and Platting Division
Pouch 6-650
AnchQ~ge, Alaska 99502
rezoo~x%~pr, o~¢~a'fiely~ acres from
amend Tltl~%l to
A request for ~final approval of a conditional
use to permit a ~,~,[~
in the ~-~ zone.
A request for an amendment to a conditional use
A site plan review for
COMMENTS:
Planning & Zoning Commission Public Hearing
Date: ~/~/~
...... .............................
DISTRIBUTION: STANDARD DISTRIBUTION
(Public Projects) Urban Beautification Commission
(Ordinance Amendments) Municipal Attorney's Office
~ ~ Community Council
Federation of Community Councils
gbl/ng6
FINAL CONDITIONAL USE APPLICATION
Municipality of Anchorage
Planning Department
Pouch 6-650
Anchorage, Alaeka 99502
I, The undersigned hereby applies to tho Municipality o[ Anchorage for final approval of:
check one
(X~ new conditional use
( ) amendment to a condltiona~ use
II. Description: (useaddlt[onal paper if necessaty)
r
Legal descrlptlon of the area requested for the condNional use East I/2./\Northwest._l/4
Section [5, Townshi~ I2 North. Range 3 We~t, Seward Meridian-
Area (square feet or acres) ofthepetit~onarea 55 Acres ~ + ~
Current zoning of the petNton area R-6 ~ ~ /~ iq~. Y ~:~/~
Presenlownetshlpofthepetltlonarea Be~nq ouFchased f~om GeoFqe A~cand and
Ed ~; w~ll be owned b~ EXC0, [nc b~ Ap~l [, [983
IlL Application In~of~i~use additional paper if necessary)
Section or subsecgon of ordinance under wMch conditional use is authorized ~[.40.080
Explain the planning objectives to be achieved, including a description ol the character of the
proposed development and an explanation o~ the factors that determined the padlcular
scheme proposed
S[E ATTACHED
Provide the stalling and comp~etio~ dates for construction (for eac~ phase, if applicable)
TO be completed tn [~83 cons[~uc[1on season.
Provide a statemen~ of lnlenJ as to flnal ownership Stnqle faintly homes and lo~s
wt11 be p~fva~ely owned - common a~eas wtll be owned and maintained
Homeowners Association.
IV. Conditional Use Findings: (use addNional paper If necessa~)
A resolution granding hnal approval may be adopted only if it includes the ~ollowing findings.
Explain how your proposal satisfies these findings.
that the proposed construction and use of the conditional use will not be detrimental to the
general welfare o~ the community.
SEE ATTACHED
that the conditional use meets the standards and requirements prescribed by the zoning
regulations
SEE ATTACHED
that there are adequate existing sewage capacily, (ransportation facilities, energy supply and
water supply to serve the proposed condillonal use
SEE ATTACHED
that the conditional use contorms to the in(ant of the zoning district
SEE ATTACHED
treat the use or uses proposed are appropriate to the character of the area in which the project
will he located
SEE ATTACHED
that Ihe development will not have a substantial negative aesthetic effect on the locale of the
project
SEE ATTACHED
that the condilional use is in accordance with the Comprehensive Man
SEE ATTACHED
that the proposed use will not subject surrounding properties and pedestrians to hazardous
trafli¢ conditions
SEE ATTACHED
At Jeast 18 copies of a detailed site plan must be submitted with the application. The site plan must show:
- vicinity map showing the proposed development in relation to surrounding development,
streets and utilities
· '.,: topography showing contours at 10' intervats (if applicable)
.'- exact location of all buildings and structures (exJstin9 and proposed}
- existing and proposed vehicular access circulation and parking, storage, service, and
loading areas (if applicable)
- any pedestrian circulation
- any fencing, landscaping, and buffering
I understand that payment of the fee s specified is ode ray he COSTS of handling andinvestiga~ion ot
his adp ca ion and the cost ot the necessary hearings by the Planning Commission; and that payment ot
the fee(s) does not entitle me ID, nor does it assure approval ot this application, and that no refund Ol
the fee(s} will be made.
J hereby alfirm that the above information is true and correct to the best of my know~edge. J also alfirm
that I am the true and legal property owner or the authorized agent thereof for the property subject herein.
EXCO, Inc., c/o Ken Lythqoe
SIGNATURE(S) OF THE OWNERI$I OF THE
LAND IN PETITION AREA'
3740 Boniface Parkway
ADDR S
SAME
ADDRESS
March 2~ 1983
907-562-2354
PHONENO
SAME
DATE
SAME
PHONENO
planned unit devbopment
Municipality of Anchorage
I Planning Department - -
application .ouc,.9o
Anchorage, Alaska 99502
Check Concept or Final
Name of development: SPRING H[LLS ESTATES, P.U.D.
Location of development: East 1/2, Northwest [/4, Section 15, Township [2 North, [{ange 3 Nest,
(include general legal de$cription) Seward Meridian. Southwest of Service-Hanshew School Complex
Name of petitioner: EXC0, Incorporated, c/o Ken Lythgoe
Address of petitioner: '3740 Boniface Parkway
Phone number of petitione, r-r"-') ,~07- 562- 2354
Note;
If more than one owner or more than one parcel is involved, the names and signatures of the
owners of each parcel must be attached on a separate sheet. If the applicant is a party other than
the owner, written authorization must be attached.
Summary of Required Information
Office Use
Existing zoning [{-6
Total site area 55 Acres
Area of bodies of water N/A
Gross area of site 55 Acres
Number of dwelling units 82
Density 1.49
Useable open space
Private open space
Floor area of residential use
(if mixed use)
Floor area of non-reside,,dal use N/A
(if mixed use)
Area of parking for non-residential use
More than 30% - 24.25 Acres
In excess of 10 Acres
N/A
N/A
20-016 (5/77)
Case File No:
Fee
Received by
Ownership verification
Concept hearing date
Final hearing date
Appeal hearing date
Approved
Denied
[3
~ Ui~ i (' [ ,,"';.!J. ~. i"(
Spring Hills Estates
Final Conditional Use Application
March 2, 1983
Page 1 of 3
III A.
The planning objectives to be achieved are: The development of a
single family planned unit development designed and built in a manner
which will complement existing development in the area, preserve the
natural endowments of the property and be compatible with adopted
Municipal Plans and Programs. The proposed layout preserves
designated developable wetlands, provides open space and pedestrian
linkages to existing Municipal trails and parks and creates usable
private open spaces associated with the single family home sites.
Scenic vistas are preserved and enhanced by the design and layout of
the lots, and minimum disruption of the natural environment is assured
through the design of the street system and cul-de-sacs.
The requested conditional use, will allow a single family planned unit
development with average lot sizes of 21,000 square feet and building
setbacks in keeping with an R-7 ~one. The development will create
over 9 acres of public open space and trails to link this open space
with Municipal parks, trails and school sites.
IV A.
The density and development pattern is in keeping with existing
development and presents minimum impact on surrounding uses. Natural
landscape preservation and buffering are consistent with Municipal
goals and policies for a development of this nature. The impacts of
this development will not impose undue or unusual burdens on Municipal
facilities, and utilities and traffic generated from this development
will not create traffic hazards or congestion.
IV B.
1) The proposed development has addressed adequately the provision of
pedestrian and vehicular traffic circulation and safety. 2) Through
the use of a central water system and on-site waste disposal there is
no need for the extension of public utilities. 3) The improved
roadway surface and reseeding of disturbed natural vegetation assures
Spring Hills Estates
Final Conditional Use Application
March 2, 1983
Page 2 of 3
minimum negative impact from noise, fumes, dust or other environmental
pollution. The preservation of natural land cover through the use of
covenants and restrictions will also enhance this attribute of the
proposed development. 4) The average density of this development is
consistent with existing subdivisions in the area while the proposal
will provide open space amenities called for and encouraged in the
Comprehensive Plan of the Municipality. 5) The design and layout of
the single family properties complemented by open space amenities and
the construction of public improvements will maintain or enhance
property values on the property and surrounding area.
IV C.
Through the provisions of a central water supply system an adequate
supply of domestic water will be provided. The developer will strive
to provide fire protection. On-site sewage disposal systems will be
installed pursuant to DHEP regulations. The soils tests show no cause
to question the suitability of the site for on-site systems.
Alternative on-site waste disposal sites are identified for each
residential lot.
The improved roadway system using 24-foot improved hard surfaced
roadway on a 60-foot right-of-way in the configuration proposed is
adequate to accommodate the volume of traffic that will use the
facilities.
There is sufficient electrical supply to service the 82 single family
homes proposed in this development. Ail electrical installations will
be underground as will telephone and cable T.V. services; all
contribute to the aesthetic preservation theme of the development.
IV D.
The R-6 zoning district per,mits as a Conditional Use, Planned Unit
Development. 21.40o080 D.4.
Spring Hills Estates
Final Conditional Use Application
March 2, 1983
Page 3 of 3
IV E.
The proposed uses are appropriate to the area because the development
presents an average density similar to adjacent subdivisions,
preserves the natural features of the land, recognizes and conforms to
the recommendations of the Comprehensive Plan; Hillside Wastewater
Management Plan and the Planned Unit Development Standards prescribed
in 21.50.130 of the Zoning Ordinance.
IV G.
The proposed development will have no substantial negative aesthetic
impact due to the design features incorporated in the layout of the
planned unit development. Wetlands are preserved, scenic vistas are
accommodated and in fact, enhanced, and the natural vegetation is to
be preserved as much as possible during construction and thereafter
through vigilance of the restrictive covenants and protections
incorporated in the Homeowners Association Agreement.
IV H.
The Conditional Use complies with the Comprehensive Plan and fulfills
specific goals, policies, and objectives specified in the
Environmental Component Section, Sec. 2.4.4 Greenbelt Conservation
Areas, and the Residential Land Use Element.
IV I.
The pedestrian amenities provided, as well as the street
configuration, creates a safe pedestrian environment and will not
subject surrounding properties to additional harmful traffic volumes.
SPP~NG HILLS ESTATES
PLARN~D UNiT DBVELOPME~
General Description
Spring Hills Estates is a 55-acre single family planned unit
development consisting of 82 lots for single family homes and in excess of
24 acres in open space and walkways. The site is located southwest of
Hillside Park and Service-Hanshew School site and is south of Abbott Road,
north of East 100 Avenue, east of Jupiter Drive and west of Williamson
Subdivision.
Applicant
Spring Hills Estates will be developed by EXCO, Inc. an Alaskan firm
doing business at 3740 Boniface Parkway, Anchorage, Alaska 99504.
The company is involved in various projects in Anchorage, including:
Zero lot line development; Sherwood Acres Subdivision; Residential
development; Summerset Subdivision; Pioneer Square Subdivision; Office
construction of retail building on Tudor Road
Legal Description
East 1/2, East 1/2, Northwest 1/4, Section 15, Township 12 North,
Range 3 West, Seward Meridian
South 1/2, Northwest 1/4, Southeast 1/4, Northwest 1/4, Section 15,
Township 12 North, Range 3 West, Seward Meridian
Southwest 1/4, Southeast 1/4, Northwest 1/4, Section 15, Township 12 North,
Range 3 West, Seward Meridian
SPRING HILLS ESTATE~
Besse, Epps & Ports
Page 2
Ownership and Intent
Land Ownership - The tract in this application consists of 55 acres of
vacant wooded land zoned R-6. The land is being purchased by EXCO, Inc.,
from George Areand and Ed Ginewell. The contract for purchase commits
gXCO, Inc. to ownership April 1, 1983.
EXCO, Inc. intends to develop this property as a planned unit
development, sell individual lots to home builders and individuals and
commit the common open spaces and their care and maintenance to a
homeowners association. The single family lots and homes will culminate in
private ownership.
The 55 acres of land proposed as a planned unit development is totally
undeveloped at this time. The land and its vegetation are in their natural
state and the development being proposed will minimize disruption to the
natural environment.
Adjacent developmemts range from large lands in public ownership (par~
and schools) to varying density residential subdivision developments. R-IA
single family subdivisions exist throughout the area and two such
subdivisions abut the subject property. Examples of R-lA Subdivisions in
the immediate area are: Zodiak Manor, Williamson Subdivision, Hanshew
Heights, Alaska Subdivision, and Fisher Subdivision.
The developers of this tract recognize the precedent which has been
established for R-IA type subdivisions in the area; however, it is believed
that a more desirable development, complimentary to the natural
emvironment, can be achieved through a single family planned unit
development as a conditional use in the R-6 zone. The proposed development
throughout its design, engineering, construction and continuing legacy to
the private owners will stress the theme of "complimenting the natural
beauty of the site".
SPRING HILLS ESTATe..
Beese, Epps & Ports
Page 3
Adjacent Land Uses & Zonin~
Direction Ownership Zoning
N Municipal (Zodiak Manor Sub'd) R-iA
NW Municipal (Park and School) PLI
W Private & Quasi-institutional R-6
S Private R-6
E Private R-IA and R-6
Site Analysis
The Anchorage Atlas has been consulted in preparing an inventory of
the present site. This general information has been further rafined
through on-site inspections and detailed soils testing and analyses.
Various plans and reports of the Municipality have been consulted
throughout the design and engineering phases of this propoeal. In addition
to the Atlas the designer team for this proposal consulted the Anchorage
Comprehensive Plan, the Wetlands Management Plan, Coastal Zone Management
Plan, Hillside Wastewater Management Plan, Official Streets & Highways
Plan, Hydrology for Land Use Planning: The Hillside Area, and other
pertinent Municipal records, plans and reports. It is believed that the
proposed planned unit development is consistent with adopted Municipal
plans and will provide single family residential sites in a preserved
natural environment.
Surficial Geology
The majority of the site is classified as MG (Marine, Glacial) and AL
Alluvium. Each contains surficial deposits which are conducive to the
development proposed.
Slope
The site is characterized by varying topography presenting varied
slope patterns. The area ranges from nearly flat (less than 5% slope) to
SPRING HILLS ESTATEa
Besse, Epps a Ports
Page 4
steep (24% - 45% slope). A majority of the site falls within the moderate
to flat slope category and lends itself well to the proposed development
configuration.
In those areas where moderate to steep slopes exist they present
unique opportunities to preserve scenic vistas and scenic views of the
mountains to the east, downtown Anchorage to the northwest and coastal
waters to the west; all are possible within the 55-acre tract. Sites are
designed to capture and preserve this natural endowment.
Seismically Induced Ground Failure
Based upon information contained in the Anchorage Atlas the entire
tract is classified as "moderately iow susceptibility to ground failure".
The Atlas further indicates that there is no known mass wasting potential
and no known potential for isolated permafrost on the site.
Soils
The Soils Conservation Service generalized soils data indicates that a
majority of the site consists of Homestead Series and Doroshin Series.
Verification of the soils information was made through on-site testing.
The results of these tests are attached as Appendix A.
Hydrology
The data contained herein was obtained from the Hydrology for Land-Use
Planning: The Hillside Area. This report was prepared by the U.S.
Geological survey in 1975. The proposed development is classified in a
zone that has from 100 to 250 feet of saturated sediments. Static water
levels are variable and have been Known to range from 50 to 150 feet below
the surface depending upon proximity to the lowland areas. Yields of 250
gallons per minute to 1500 gallons per minute are not uncommon. Tnis site
is in close proximity to the Service-Hanshew School sine which is served by
very high yield wells of 250 gallons per minute and 1500 gallons
SPRING HILLS ESTATE~
Besse, Epps & Porte
Page 5
per minute, respectively. The well serving the Jesse home residence on
Abbott Road is also in very close proximity and shows a yield of 222
gallons per minute. The engineer~ Dale R. Merrell, estimates that a
domestic well of 100 gallons per minute will be adequate to serve Spring
Hills Estates. Fire protection is proposed; therefore, the developer will
strive to develop a well within a capacity of 500 gallons per minute. From
the evidence of good water bearing aquifers known to be existing in this
area, the domestic production capability and, fire protection production
capacity should not ]~ a problem.
Floodplains and Wetlands
There are no known floodplains in the property; however, portions of
the lowlands have been designated as developable wetlands in the Wetlands
Management Plan. In recognizing the mixed development designation the
designers have incorporated open space preservation, water quality
management and stream maintenance in the open space configuration and
planned unit development layout. Continuing preservation and maintenance
features will be incorporated in the Homeowners Association Agreemeut.
Foundation and Excavation Conditions
Based upon information in the Atlas the predominant characteristic of
the soils indicates a generally good to fair condition for foundations.
Load bearings created by single family homes should not present a problem
anywhere on the tract.
Land Cover
The low flatland near the creek is a black spruce woodland with woody
shrubs (Sweet Gale, Marsh Rose, and Labrador Tea) dominating opec areas.
The low lying area to the east side of the tract contains a white spruce,
paperbirch forest; which also thickly covers the slopes and benches away
from the creek. Aspen are common on southern exposures. A mature ~ite
spruce, paperbirch forest covers the highland on the north end of the
tract. (See Exhibit "A")
ABBOTT ROAD
95 94
Approximele Location of
TEST HOLES
19.
lO
ABBOTT
ROAD
SUB'D
ROAD
21
22 z 25
HUFFMAN i ROAO
IT. 12 N , RSW
VICINITY MAP SCALE I"= I MILE
Oeadfal~
20
21. 2"0' Spruce - Medium Coverage
22. "
23.
24.
Sume
EXHIBIT "AII
VEGETATION AT
TEST HOLES
LOCATED IN
EI/2,EI/2,NWI/4, SEC 15, T J2 N
SI/2.NW l/4, S.E.I/~.,~%¥ i/4 SEC..D.TI2N ,R 3W,$.M
SW I/~,,SE I/4,NW /4, SEC. 15, T 12
APPL', CAT I0~t SY' BESSF..
ABBOTT
ROAO
HUFFMAN
II
ROAC
SUB'D
ROAD
23
ROAD
:12
IT, 12 N ,
VICINITY MAP SCALE I"= I MILE
95 94
Private Lands i
i
! 93 i 92 I
~ ...... Private Lands
~ ~ ~ Pubhc Park Land Pubhc --~ -.
Single Fomily~ '(l~ ~ .... , ~ ~ ~ ' ~'
~&' I~t¢*~-¢ EXHIBIT B
. ",, ' / LOCATED
',~_~/ EI/2,EI/2J<W~/4, SEC 15, ,.12 N ,R~,V..
~Elev 319,5' SI/2.N~V4,9 E. /~, ;W i/4 SEC
SW ,/4, SE i::i,NW!/4, SEC
CROSS SECTION '
APPL!CATICh BY' 3ESSE,EPPS
A'- A
~,.Municipol Bike Trail
ABBOTT R~DAO
2i ~2
HUF~MAN
TOAD
VICINITY MAP
SCALE f'= I MILE
I. Chugach Foothills 8~ Mountains
2. City View, Inlet View & Alaska ,~dr,gc .
$. Chugoch Mountains.
4. Chugoc h Muuntoins.
5 Chugcch Mo,Jnta;r,s.
! 95 i 94
'>Future Section 16
Open Space
93 92 ~]
6. Chugcch Foothills ~ Mo,Jntoir, s.
PURPOSE
DATUM:
NEW RESIDENTIAL SUBDIVISION
GREATER AFICHORAGE AREA OATUM
EXHtBtT "C"
SCENIC VISTAS
LOC2,'-EC ',
SPRING HILLS ESTATE
Eesse, Epps & Ports
Page 9
]~velopment Plan
Spring Hills Estates planned unit development will be designed and
built in a manner which will compliment existing development in the area,
preserve the natural endowments of the property and be compatible with
Municipal plans and programs. Preservation of the natural environment and
compatibility with surrounding land uses is of paramount concern. The
development has been designed to create single family lots which blend with
the natural setting and enhance the ability of residents to enjoy such
features as scenic vistas, lowlands ecology, forested hillsides and
proximity to existing and proposed public trails, parks and school
facilities. (See Exhibits "A", "B" and "C")
While the site is presently zoned R-6 which permits one dwelling unit
per 1.25 acres, the development of this property can better compliment
Municipal plans and programs by being developed as a planned unit
development. The intent of the planned unit development ordinance
stipulates that it "...is intended to allow flexibility in the Zoning
Ordinance and to achieve the creation of a more desirable environment than
would be possible through a strict application of the Zoning Ordinance".
Compatibility with Existing Plans
Pertinent Citations:
"Comprehensive Plan"
2.2 Environmental Component
Emphasis should be given to development within already
developed areas.
Development should not significantly degrade the quality of
the environment, including water quality, nor create
conditions which would accelerate erosion, drainage problems
or other adverse impacts on adjacent environments.
SPRING HILLS ESTATE~
Besse, Epps & Porte
Page 10
Vegetation Goal
To retain natural vegetation in order to preserve scenic
beauty, prevent the erosion of topsoil, protect against
flood hazards and landslides, reduce the coets of stormwater
syetems and decrease the impact of urban development.
Wetlands Goal
Wetlands that are disturbed by current development...shall
be coneidered for development.
2.4.4 Greenbelt Conservation Areas
There are "Natural landscape corridors that link
neighborhoods, parks and schools and act as buffers between
different land uses. They help define the physical form of
the city by contributing to its memorable character and
creating unique neighborhoods".
"A major objective of this plan is to Join neighborhoods to
park land through open space corridors",
Residential Land Use Element Policies
"Enhance residential communities by incorporating open
space, park, trail system interconneetions."
"Future land development should incorporate and protect
natural land forms, vegetation, and scenic vistas."
The creation of a single family planned unit development with
integrated open space, trails and sensitively constructed roadways will
fulfill the intent of the planned unit development provisions of Title 21.
SPRING HILL8 ESTATE~
Besse, Epps & Ports
Page 11
The design proposed in this development recognizes creative use of the
land, consolidation of usable open space, linkages to existing open space
and trails and preservation of sensitive land areas.
~ensity
The limited density permitted in the R-6 zone would not allow the
development of this property in a manner conducive to good public policy.
The comprehensive plan (and background studies) recognizes the need to
accou~odate substantial new growth in the Anchorage Bowl on a severely
limited supply of "good" developable land. In recognition of the need to
zmximize the potential of good sites in the Bowl it is apparent that a
higher density could and should be permitted on the 55 acres contained in
this site,
The proposed development provides 82 single fa~ly lots while
consolidating more than 9 acres in public open space. The average density
of 1.49 dwelling units per acre is within acceptable limits when
considering the existence of other subdivisions in the immediate vicinity.
l~e average lot size in this proposed development is approximately 21,000
square feet. If the average is calculated incorporating adjacent open
space it is 26,000 square feet per lot. The planned unit development
provisions would permit a total of 99 lots if developed to the maximum
extent allowable.
Development Schedule
It is anticipated that the full range of improvements will be
completed in a single phase construction program during 1983, Single
family home construction will occur over the next few years, ~ actual
timetable and schedule of improvements will be provided to the Municipality
as part of the Subdivision Agreement.
SPRING HILLS ESTATES
Besse, Epps & Ports
Page 12
Water System
A community water system incorporating a central well and
distribution system will be provided. The well will be located
in the southwest corner of the tract in the open space area. The
well site will be housed in an aesthetically pleasing permanent
building. The water system will be designed by Dale R. Merrell,
P.E. and be consistent with the hydrologic characteristics of the
site.
Electrical System
All new electrical lines and distribution facilities will be
installed underground.
Waste Disposal
On-site sewage disposal systems will be designed and installed in
conformance with DHEP regulations and the Hillside Wastewater
Management Plan. Results of soils tests and percolation studies
are provided in Appendix A.
Natural Gas
Natural gas is available to the site and service installations
will be provided in the streets rights-of-way.
Telephone
Telephone service is available to the site from ATU. All
telephone distribution services will be installed underground.
Cable TV
Underground ToV. cable connections will be provided to each lot.
Connection fees and monthly service fees with be paid by the
homeowners.
SPRING HILLS ESTATEg
Besse, Epps & Ports
Page 13
Streets
Construction of streets will conform to Municipal standards; a 24-
foot improved surface within a dedicated 60-foot right-of-way. The slope
of the designed grade is in keeping with Municipal standards. In an
attempt to protect the natural beauty of the site and to preserve the
magnificent trees, divided roadways may be constructed as appropriate.
Elongated cul-de-sacs will also be constructed so as to conserve the
natural vegetation of the area.
Access and Traffic
Two principal points of access are provided to Spring Hills Estates.
The first is along Abbott Road and the second is the continuation of 90th
Drive. Abbott Road is shown as a local residential collector on the
"Official Streets and Highways Plan" and requires 80 feet of dedicated
right-of-way while 90th Drive appears as a country lane and links with Our
Road to the south.
The severe slope conditions which exist preclude construction of East
100 Avenue; and it is suggested that, at some future date, the existing
dedicated portion of that road be vacated. It also seems inappropriate to
continue Jupiter Drive in this development as adequate access is provided
to this area by east-west platted streets.
Traffic generated by this development should approach 820 vehicle
movements per day and an improved 24-foot paved roadway on 60 feet of
right-of-way should be sufficient to accommodate that volume of traffic.
It is not expected that additional traffic volume of appreciable amounts
will use this access route due to the rugged topographic configuration of
Our Road to the east.
The site distances along Abbott Road are sufficient to allow safe
ingress and egress to Spring Hills Estates and the grade level, at the
intersection, is relatively flat,
SPRING HILLS ESTATES
Besse, Epps & Ports
Page 14
Preservation, Conservation & LandscapinM
The design of the planned unit development has recognized the various
natural features of the site; varying topography, natural vegetation,
scenic vistas and sensitive land areas. To continue the theme of natural
preservation and compatibility the Homeowners Agreement will call for the
formation of an Architectural Review Committee with specific
responsibilities for prohibiting non-compatible construction activities.
The predominant landscaping feature will be preservation of the
natural vegetation of the site. Where the construction activities disturb
the natural ground cover, reseeding and planting with native vegetation
will be required. The buffer requirements of the ordinance will be met by
stipulating that the area adjacent to Abbott Road must remain in its
natural state. Similar provisions will be provided in common open space
areas.
Pedestrian Amenities and Open Spaces
The open space provisions of this development have been designed to
minimize impacts on the "developable" wetland area while serving as
connecting links between existing and proposed parks, trails and school
sites. The walkways are designed to link the common open space areas of
this development with the Municipal bike trail, Hillside Park~
Service-Hanshew Schools and ultimately allow linkage between those
facilities and Section 16 of the Municipality. In so doing the residents
of this development will have superior access to Municipal amenities which
are part of the open space heritage concept of the Municipality.
The trails will provide secluded isolated access to public facilities
while being separated from vehicular traffic thus promoting safety and
convenience to the pedestrian and trail users. (See Exhibit "O")
21
ABBOTT ROAD
I '
THIS iSUB D
-d-... ll~i ,5 I
!O'~AUE¥% ! ROAD'
IT~2N, R 3W
VICINITY MAP SCALE I"= I MILE
I 95 J 94
Future Section 16
Open Spoce
PURPOSE
DATUM;
NEW RESIDENTIAL SUBDIVISION
GREATER AHCHORAGE AREA DATUM.
EXHIBIT "D"
OPEN SPACE SKETCH
SPRING HILLS ESTATE~
§esse, Epps & Ports
Page 16
Homeowners Association
A non-profit homeowners association will be established to provide
continuing maintenance of the streets, water system, and common open
areas. The property owners will be in control of the association when 70%
of the lots have been sold. The agreement which will be filed with the
Municipality and will specify the assessments, procedures amd enforcement
provisions. In eddition to the association agreement restrictive
covenants, conditions and restrictions for Spring Hills Estates will be
recorded along with the final plat. Some of the restrictive covenants
proposed are natural wood tones on the exterior of the houses, 3 to 5
bedroom homes, and restrictions on disturbance of the natural environment.
Setback Requirements
The sensitive site characteristics of this development indicate that
the requirements of the R-6 zone are too restrictive. The developer
requests authorization to vary the setbacks as prescribed:
25 feet from the front property line
20 feet from the rear property line
I0 feet from the side property line
Conclusion
The proposed planned unit development will provide single family home
sites in a manner which is compatible with existing development,
complimentary to adopted Municipal plans and in concert with the aatural
beauty of the site. The design elements of the proposal preserves
sensitive land areas and serves to link public open space features to
similar features within this development.
A central water supply system and on-site disposal facilities will
conform to Municipal regulations and reflect the general guides for
residential development as depicted in the Comprehensive Plan and Hillside
Wastewater Management Plan.
SPRING HELLS ESTATES
Besse, Epps & Ports
Page 17
The development of this tract as a conditional use, planned unit
development better conforms to adopt~l plans and policies than would a
conventional subdivision development according to R-6 regulations.
,/
MUNICIPALITY OF ANCHORAGE
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5-
6-
7-
8
9,
10-
11
13-
14-
15-
16-
17-
18-
19-
20-
II
I~_ WAS GROUND WATER
brou;n %(/~ - ENCOUNTERED,
SLOPE
SITE PLAN
COMMENTS
PERFORMED BY: ('1~/~J'e",/~-~"~-l~%
No
Reading Date Gross Net Depth to Net
Time Time Water Drop
~, ~V~ o /~ .' 5'6 2q ~
PERCOLATION RATE~O ~ (minutes/inch}
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
4- G~
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED? NO SL
Reading Date Gross Net Depth to Net
Time Time Water Drop
+HzO :~ ~,--83 /2:3? 1.2¢ /z/
/2: ,-/? lO /./O-- ,
. '2.'6~/ ZO /, '2d6'~ '
/s,'// I0 /. ~5~° 0 ?
N%o° ~:z~ /' '~P
PE.COLAT.O. RATE "~'*' 3~'~""~/I;~..
TEST RUN BETWEEN ~-~. FT AND
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
829 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION 'FEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION;_.~ h~ ~,'~,-'~Li-~,
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
OL
1
2
3-
4-
COMMENTS / '7'.~'
PERFORMED BY:_ U I i~l~',(- / ~ ~,~ ~.~
72-008 (6/79)
SLOPE
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED? ~0 ~
P
E
IF YES, AT WHAT
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
10~ t5 ' 71
/0 ,/95-
PERCOLATION RATE 10~ ~1,~ ~_~, #~ .~ rn n ut es/7~ ~'-~ }
TEST RUN BETWEEN ~. FT AND ~'~ FT
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[] SOILS LOG
[] PERCOLATION
TEST
SLSEEfi' ~-Pm(X e,
SITE PLAN
N
/
10-
11
13-
14-
15
16-
17,-
18-
19.-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
due':h-~ o ? ' ' }
72-008 {6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99601 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:_
1
2
3
4
5
6
7
8
13-
14-
15-
16-
17-
18-
19-
20-
)
DATE PERFORMED: ~'f'J
SLOPE
-' SITE PfAN '-[' Ir i I
WAS GROUND WATER
ENOOU, 6RED?biO ?
E
IF YES, AT WHAT
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
(minutes/inchl
PERFORMED BY:
72-008 (6/79)
SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
3
4
§
8
9
SLOPE
SITE PLAN
10
11
12
13
14
15
16
17
18
19-
20-
WAS GROUND WATER S
ENCOUNTERED? L
O
P
E
IF YES, AT WHAT
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
COMMENTS
TEST RUN BETWEEN --- FT CNP ---- FT
CERTIFIED BY: '~~'~~'%''/
PERFORMED BY:
'5'T 8 -ozH
72-008 (6/79)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HI-~ALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
E] SOILS LOG
PERCOLATION
TEST
PERFQRMED FOR:
LEGAL DESCRIPTION:
1
2
3
4-
5-
6-
7-
8-
9-
11
13-
14-
15.-
17
18
19--
20-
COMMENTS
PERFORMED BY:
72-008 (6/79]
--L
Reading Date Gross Net Depth to Net
Time Time Water Drop
t. U,~) I1: I~
t-H,.O 11:H8 , 11 'a
PERCOLATION RATE
TEST RUN BETWEEN
CERTIFIED BY:
~ Cl~
I['. I~ c~ I0 (,ninute~/~qh)~-
~.~ ~/~ was GROUND WATER SL
~(~ ~f(~ V( ~ IF YES, AT WHAT
DEPTH? --
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
~' $(~ LOG
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
DATE PERFORMED:
T~.~.N RS~'J 5¢.c 1,5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15-
16-
17-
18-
19-
20-
al.
COMMENTS
SLOPE
SITE PLAN
ENCOUNTERED?
O
P
IF YES, AT WHAT E
DEP'fH?
~11 Readin9 Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
FT AND FT
PERFORMED' BY: ~OA i~ ~.'~'~.~/5~"
72~008 (6/79)
CERTIFIEO BY:
DATE:
~J Si , LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [] PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION 'rEST
PERFORMED FOR: ~E55E : ~-PP~ ~'~, ~,2o-r"T-~ DATEPERFORMED:~
LEGAL DESCRIPTION: 5F~,I~X,!~I IdIL',.~ E~TATI;.~ I~LO~.K 2. L-OT'
SLOPE SITE PLAN
1
2
3
4
5-
6-
7-
8-
9-
13-
14-
15,
16.
18-
19-
20-
W^SGROONOWATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
-- FT
PERFORMED BY: ~0~/~/OAT~.~
72-008 {6/79)
.CERTIFIED BY:
DATE:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[~ S~ LOG
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
DATE PERFORMED:
1
2
3
4
5
6
7
8
9
10
11
13-
14-
15-
16-
17-
18-
19---
20-
N~. 22§ I,E
SLOPE SITE PLAN
F
ENCOUNTERED?
O
P
E
IF YES, AT WHAT
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
TE~T RUN BETWEEN
Iminutes/inch)
FT AND -- FT
.~ ~
PERFORMED' BY: ~0/~ ~ ~'r.~.~/5~--
72-008 (6/79)
CERTIFIED BY:
DATE:
L
~] $ · LOG
IvlUNIClPALITY OF ANCHORAGE
DEPARTMFNT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION 'rEST
PERFORMED FOR: ~E55E' ; CF'P~ ~,dL P0'r'T'_~
LEGAL DESCRIPTION: 5 ~:) ~2', J/~ ~1 I"l I L).~ E~'~AT I~
1
2
3
4
5
6
7
8
9-
[] PERCOLATION
TEST
SLOPE
L.o-r' I~ ~ I,~ ~e~., K5
SITE PLAN
13-
14~
15,
16,
18-
19-
20-
AS ROUN, W^TER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
i PT
__CERTIFIED BY:
DATE: