HomeMy WebLinkAbout1251 Resolution4
RESOLUTION N0. 1251
A RESOLUTION conditionally approving the preliminary plat of Sunland Heights
and setting forth the specific conditions under which a final plat
of Sunland Heights may be prepared.
WHEREAS, an application for preliminary plat was filed by Sunland
Investment Company, owner, on November 15, 1978, said a�?lication being assigned
Planning Division Master File No. 78 -38 -PP, Sunland Heights; and
WEA S, the City Planning Commission conducted a public hearing on
December 22, 1978, due notice of which was property given; and
WHEREAS, the City Planning Commission directed teat substantial revisions
see made before further consideration of the preliminary plat; and
WHEREAS, the review process was properly delayed until April 1979, at
which time a substantially revised preliminary plat of Sunland Heights was submitted;
and
WHEREAS, the City Planning Commission conducted a public hearing on
April 19, 1979, due notice of -which was properly given, and issued its recommendation
that the preliminary plat be conditionally approved; and
Wim, the City Council conducted a public hearing on May 21, 1979,
due notice of which was properly given, in consideration of the City Planning
Commission's recommendation; and
WHEREAS, the City Council deems the preliminary plat of Sunland Heights
to be in the public interest and, if properly conditioned, makes adequate
provision for the population to be generated thereby; NOW, THEREFORE,
BE IT'RESOLUED BY THE CITY COUNCIL OF THE CITY OF PASCO:
That the preliminary plat of Sunlarid Heights hereby is conditionally..
approved and the applicant may cause to be prepared a final plat to conform,
in addition to all other applicable regulations and requirements, with the
following specific conditions:
(1) Block 14, at the time it is included in any final plat, shall be
platted as shown in this preliminary plat or shall be lefted undivided.
(2) Blocks 7 and 8 shall be redesigned to provide access by cul-de-sac
extending southerly from Sirocco Drive.
(3) The final plat shall contain the statement that vehicular access
shall not occur beyond the north line of the plat east of Sirocco Drive.
(4) Tracts A through H be designated for planned density development
and each tract shall be respectively noted as follows:
' -2-
Tract A:
Not to exceed
16
dwelling units
Tract B:
Not to exceed
22
dwelling units
Tract C:
Not to exceed
16
dwelling units
Tract D:
Not to exceed
14
dwelling units
Tract E:
Not to exceed
11
dwelling units
Tract F:
Not to exceed
14
dwelling units
Tract G:
Not to exceed
12
dwelling units
Tract H:
Not to exceed
13
dwelling units
(5) The planned density development designations shall include the following
design review conditions:
;(a) Development plans, including site grading, site improvement,
building elevations and.site:cross sections, shall be submitted to the Planning
Commission prior to issuance of building .per -its for constnzction within planned
density development designations.
(b) The Planning Commission shall review and modify said plans as
necessary to assure that the proposed. multi -family devel6pment does not detract
from the single family along the ridge and appropriate ingress/egress is provided
at Road 36.
(6) Tracts B, C, and D shall extend to the boundary of the plat and
the 4.2 acre triangular area shall be assigned to said tracts B, C, and D as
an easement for development and maintenance of a storm water detention facility
and open recreation area, and the final plat shall clearly :indicate such.
(7) Construction of plat improvements shall not,:coiunence till all applicable
engineering design documents have been submitted and approved by the city.
(8) That the subdivision and all lots within it be served with the City
of Pasco sanitary sewer service.
(9) T_ze subdivision and all lots within it shall be served with the City
of Pasco water, and the design of the water system shall take into account the
proposed phasing of the subdivision with each completed phase or combination of
complete phases being capable of providing required flow and not be dependent on
future phasing and lines for adequacy.
(10) That no later than after completion of Phases 1, 2, and 3 of the
plat and as a part of the required improvements requisite to the approval of the
final plat of Phase 4, Road 36 shall be dedicated as a public right-of-way and
improved to the same standards other streets within the plat from the east boundary
of Phase 4 south and east to the north boundary of Phase 1 of the Riverview Heights
Subdivision.
(11) That no phase of the plat receive final approval until the water
booster station in the area is complete and accepted for maintenance and operation
by the city; further, the cost of any incremental increase in capacity in the
_3_
booster station above the 5,000 gallons per minute that others are committed
to provide, be at the expense of this subdivider.
(12) All subdivision improvements shall be designed. in accordance
with the design standards identified by the City of Pasco City Engineer and
stated in the design criteria for the R-1 Surburban-Zone attached and incorporated
herein as Exhibit "A".
PASSED by the City Council of the City of Pasco day of
1979.
ATTEST:
Evelyn Wells, City lerk
APPRO4U) AS TO FOR I-
0 kA
, r
Dennis J. De elic ity Attorney
Chet Bailie, .Mayor
QULE.i:D II. PK0VIs,'--,LN1'S AND DE -SIGNED FOR SUBDIVISIONS WITHIN
Tlln R-1 SU`'BUiWlJ t'i ZOc1L:
11L LT.,
Ical access
yht-of-c•ray widL11 60 feet
Cul-Dc-S,lcs
Ricjflt-of-way wicth 60 fact
Cul -Dc -Sac bull, r i ;ht of way radius SU feet
Aecess sLroct ron1h..ay width 36 feet
Cul-Dc-Sn�: r.oadwo,, width 36 feet
Cul-Ue-Sac hvlb road' -;ay radius 38 feet
Roadway structur�cl section - 4" to roti; - 2" al.phalt concrete
:Cross slopu .02 feet; per foot
Curb reLurn raci 1u s :'J feet
t'lannirlc 'SL.rip/tir,l;n,rk;c: swoll - 7-1/2 feet wicle - located between pavement and
sidewal'�
Sideway:: - 4-1/2 w.idc - 5-1/2 sac mix thick
Street 1ic;ilLs.- t -i1 be located at'all intersections with the maximum spacing
between luminary o1' :130 iect - steel poles-'unaordround wiring - 30 foot mounting
height - city to provide actual lumillar developer to provide all other.
ttOiJUt?Gt:T0 - to }le located at intersections of centerlines of right=of-way and ,
PI's (it: pi's f;ll l outside of pavon,ont aroa the PC ", PT to be monumented) .
t•1011ulll"tti case r1:ld COb•Or to Conform to Washlnc �+'i" A standard plan no. 19.
Maxim= grade d'. minimum grade .20
STREET Il :'1"t:i151 C'i'Tli?:S
Gcnera_il',' ;IL olle Demonant S rcct) shall maintain grade and crown
tllrouclll Lhe inLur�c uLiun.
GRADE
t•tinur crro6.: ch ;in,.ws Ivoici-:Ik! if at all poss.ib- le - angle points, if minor .
grade ciran,le rannclt be avoid -:!d, -,,ill only be allowod where there is no change
in direction of yrad-2 when the total grade ch;inge is less than a tenth of a percent
-
where lidera is, c:hajige in di.recL.ion of grade on a crest situtl,tion greater than
a tenth of ., p0l7(,,c,nt a vCrLical Curve shal.:] be used. - In the case of a change
in dil:CCL,ioll Of cll;il'.e which r.osults in a low point si(*IC all angle point shall.
t)c: emplo,. cCnl 1n r,n.;!1 a 1 ?:,c. flat.. slot would rosul t if n vertical curve
bklL in no C.aSC WhCre the total grade change i5 c;t •:,il •`,' Ilion one
porccnt..
AL inLcrr,cc.C.ioi,s a:lcre the total of huLh street grades is more than six percent
or one sLrc:,'t h;c::: n c}mite of tori: Lh.,rl four h0::ccnt proEiles for the cage of
asphalt. 1110lt, d ,Iluny edge of asphalt elevation shall be shown as well as centcr-
line C1ov;lLiui,s.
1em*1(5kT ?A
INTERSECTIOKS:
In cases where the nnndominant stroll at an intersection has a grade,
qrUaLO . 17 than cross slope 0, the dominant street shall be projected to a point
50 feet from the centerline of the dominant street to determine the elevation
for A vertical curve connecting the nondominant street to the dominant street
and thdt vertical curve shall length Of 50 feet - this is to insure a
reasonably loval area at the interWcLion.for stopping together with providing
proper sight. diSLJnCO-
WAT L 11
Minimum line sizq 6" (except in the case of short cul -do -sacs not involving
fire hydrants where two inch lines will be allowed"'
PIPE MATERIALS - AWYA class 150 ducti)o iron cement lined A',-A�A Class 150 PVC
only allowed in areas wiLh native sandy soil.
.1 11" and larger lines Butterfly type
VALVES - 10" and imaller lines, gate type
WATER LINE LOCATION i N RIGHT-OF-WAY - 15 feet north or west of centerline right-
of-way - exception allowed where connecting to existing 1 . ines incompatible with
such.
VALVINS - on sWile lines valve spacinq shall be no more than one block or
1,320 foun whichcvnr is les --ler - intersection of water lines, valve all but
Ono lee) - valve5 to be located on the projection of property lines through
inLerSeCLIOnS.
For R-1 SuibYfban zoned areas without irrigation water.
- Maximum voliCiLy Of flow five feet per second Without fire flow
- maximum voliciL7 01 flow "Y" feet per second with fire flow I
- system shall *'', dusiqrco to provide at least 90 feet of water head (approximately
forty pnq win, a consumption of onn gallon per minute per connection without
any fire flow At all points
S7SLQM 5hail hu dysigned to Yield seventy feet Of waterhead (approximately
30 PSI) with a abnourXiOn Of six gallons per minute per connection without
fire flow
SySLCM ShIll he dosiqned to yield fifty fact of watorhead Qproximately
20 PSI) WiLh a con=pLiOn Of six qallons per minute per connection and
fir, fl,,. C 1,000 gallon per minute at at hydrant locat,ion.-•; ih 0`
NOTE: If oLhor than detached SOW family residences . are to be allowed in
Lho area fire flow may increase as determined by the Pasco Fire Department
F
q-
P
660 feet betwo,en hydranLs With specific spacinq and
nur-bex to be
Fire Department - Approved hydrants, watcrOu s
jetermillud P,-i!;c--o pp
pacer, mu eller
3yterian - LIcp.Lh of burial, four fL!C:L Soo- standard detail.
.1inilnum line size "s"
,laterials - pvc = 1 10 34 SDI: 35 in 1)01:maL 'depth ranges in sandy
so il
lalTole 330 feet with all line:: LO end with manholes
-.--oacinq
that:rC(luireLl to serve all lots or six foot minimum
cover whichever
is
Location in scvorl feet Sout.", or cast OC centerline right-of-way
All lines to ht2(i.orizuntal and %,errical) bet-,:ecii manholes
Siziny CL-iLuci'l
100 cel cl)tl
3.0
3.5 people Wr
ill,�UCa'L: Cd by manufLctor but r to be less than
.010.
maniny n = as
P
Ui.'..1 I FI•'K.IA •:r
This requi rec,eua i:: SPC cial and onl; ,gylio5 to the Riverview iluights area
(section 1.1 T I:9', ;:? Lt,':t) since tri:.; nr:e�a is to he sorvcd by an in Line
booster station which must roshond to h•i.yh peak }lour demands on a direct -
basis the cr.iter.irr is suhstanLially hither than would normally be associated
With a system where the source had storagC connected with it.
Fire floe rt!serve of 1500 c;allons ter ninute or that of the largerst pump
within th,-• 'booster ,;LaLion whichever is (ireaLcr - together with :cix'gl)m
her conn>��tion or potential dwelling, unit for the first five hundred connections
plus five gallons po r minute for the next 250 - plus four gallons per minute
for the neat 250.
Since the partic•ulot-s of the dcsiyn of an in line booster•station of this size
involve rather :;>eciali::ed cncjineerinc; skills anci since the proper operation
of the booster st:.itiun is of paramount importance to_public health and safety
and since tltr City c>f Pasco will ultimately ci•.:n and operate the booster station
tete City of Pasco (icclls that: it is .in the City's best interest to have a
con5ultant. actinki as an agent of the city rev ew.and make rccorunendations to
the city as to tltc. c ;;ab.ilit;; and dcsirabilit of the booster station.as designed
L-1 the duvel.oper I-i;tcl his accnts, to n•c�et the design criteria and also to such
in an economic and lunctional sense when measured over a period of several years.