HomeMy WebLinkAboutResolution 188 - Meadows Creek Tent/~ ?+'.
PT,ANNINC~ coMMlsszoN ~ESOL~r~:ON No. 188
A RESOLUTION RECOMMENDING APPROVAL OI' PRE;LII~IINARY
PLAT ~'OR MEADOW CREEK SUT3DIVISION
WHEREAS, Mike Mahar, on behalf of Pacific Trend Building Company, has
submitted a preliminary plat for Meadow Creek Subdivision, a subdivision located
North of Beall Lane and west of Interstate 5 freeway in the southeast quadrant of
the city, further described as Jackson County Assessors map 3`72W 12C Tax Lots
800, 807, 3100 and 3400 and,
WHEREAS, the Planning Commission of the City of Central Point held a
public meeting upon said application for approval of the preliminary plat on
March 6, 1990, pursuant to Central Paint Municipal Code Section 1.24.020C, and
having at said public meeting received and reviewed the City staff report and
testimony, and being fully advised, now, therefore,
BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL POINT,
OREGON, AS FOLLOWS:
Section 1. Based upon the staff report evidence, and record relating
to said application, the Planning Commiss~.an hereby finds that said application
meets the requirements for preliminary plat applications, that sand, preliminary
plat as proposed is in compliance with. the City's comprehensive plan and zoning
code, anal if the conditions set forth hereinafter are met, said application meets
the City`s requirements for subdivision layout, park dedication, street stan-
dards, water system standards, sanitary sewer standards, and storm drainage stan-
dards.
Section 2. The Planning Commission hereby recommends to the City
Council approval of the preliminary plat submitted by Mike Mahar, for Meadows
Creek Subdivision subject to the conditions set forth in Exhibit A, attached
hereto, and by this reference expressly made a part of the within resolution.
RESOLU'T'ION N0. 188 - 1 PItEPLA'~.MC/PORES
Passed bX the Planning Commission on 6 ,Tarc~l~
and signed by ma in authenticaf.ion of its passage this
March
X990.
190
6th day of
~ ~ ;~
~„~/L
Pianninc~ Commission Chairman
ATTEST
Pl ng C mmiss'nn Secr
RESpLi3TION N0. 18.8 µ 2 PREPi.p.T.l`~C/PORES
P~~C3L_~~ ~Ri~~ E~~~F'P,~T~E=E~~T~
S~T'~~~ ~~~'C3T~~T
DATE: F=ebruary 2G , 1 99C?
PROJECT: ~iEAf~O~r{ Cf;€~EK SUBDIVISION
LOCATION: I37S R21~+ ~M Sec~iat~l i0 TE_ 39i~0
~ONl.: R-- 1 -~
NO. OE ACRES
N'~. 0~= LOTS 167
NC~. OF Dt~~ELLIi~lGS 167 - Orla (1 j par lc~~
SUBDIVII~~.R!O'Y~~lER Paci ~i c T?~end Bu i 1 di ng Cfltllparly
i0i4 ~!. Riverside Rverlue
~led-~at~d, OR 97501 Ph. 773--4-35
SURVEYC}R: Ho-~~buhr a,~d Assacia~.~;s
2i9 N. Oakdale
i~ed~ard, OP 9750% Ph. 779-46~f
T1'f~ OF DEVEI_Of'MEtr-T : Res ~ derl~ ~ al 5ubd i v i s i can
I. P~~e7r~rrinary Plat Rspuiremer~ts !Title 1G.2~)
Check Orte)
f~isets Not pores Fiat
Title De:,c;ril~tian Standar-d )~i;: ab1~ t•feet Standard
16.24.414 Filing Fee X
16.2.024 kale x
1G.2•~.0~0 General C4nditians
~;. Flame of Subdivision X
b. Date Plc~rth Rrrorr Scale X
C. legal location of
subd~'svisinn X
u. idam~s/Rddruss of ot:ner
ea~g;neers x
18.2~i.0~e4 Fx;stiny Conditians
a, location of street
E•r i dths and
easements, etc. X
b. Tos~~ograptiic Info X
e. :ienc:h mark establistzeci X
d. Lacatian and direction
of al? water courses X
e. Natural features raclt aut-
wroppings, marshes,
4'tnaded al`E2.4', X
f. EXisting uses of the lane! X
i
fit'tCY~
(i)
{2)
Ste etss tact Does clot
Title ~$~cri~tion ~it anda_rcls R~plic~tale I~feet._5~~ndard
g. Location of all existing
strc>.ets and ut.ilitie5. X
1;. Zoning on anti adjaGanf: to
'bract is compatible X
1o.2b.050 Proposed Plan
a. Street lr~catian, and the
lanss, grades, radius: of
curves, relatiareship to
nther• existing ar proposed
street: and atPZer
ut;ilif;ie5. X
b. Easements-
rridth5/Purpase5 X
o. Lot i7im~ns;on X
16. 2k.0&0 Pari:ial Uevelapmant
~s other pa•ape~rty adjacent to
t#7is #~ra{aerty being considered
in thy: design. This property can
be awned by the subdivider. See t~1a5f:er Plan
iG.?4.070 Explanatory Information
a. Vicinif.y maps to explain
relationship to exi5tirlg
straet5 Can require
correction to existing
street, X
b. Proposed Deed Pestrictions #aeed a list
c. Center lane profile of
streets to shay grade
( 100' beeyand street} Provide ini•armation on final construct~ian dr•a5~tings
d. Rpprar,imate location ar)d
proposed size a"' utilities X
;[.32.020 Requiremsnts Generally X
T~', Sut~d~vi.~ian L~yauL
(C(I~GN: OPly }
tleets Plot
Ti~1e Dssc3_i Lion Standarc€ A~aiicaUle
16.16.090 Blac#<5 Length X
rlicit#i R-1-$ X
Shape X
Mot greater 12(30' X
1 F.. 1 8.020 Bi acl<s Si ~.es X
'€ 6 . ; 6.030 61ac1cs C~asement5
a. tJtilitie5 X
b. dater Courses X
c. Pedestrian 41ays X
i6.16.0~0 Lots - Shapes ti Size X
i6.iS.0a0 !_nts-Size & Determi{)ai:ian
(i_at length greater than 2 1/2
fames jtidf;!n pr•oPtibited) X
if.1S.060 Through lots X
1&.1(.070 Lat sidc?l9nes X
16.16.[180 large lat Su3~divisiana X
DaeS Plat
I~See~ 5tandaru
Cc~rjff:ieR-s
(33
(~)
(~J
2s-diti~,
7
~.~I, Street ~`ntpravel11er7t5
f~l. EX7S~7ng COl`1C.?riT`~iOPTS
COnI?eGt 71?g S1;I~E~E-'~S
{. ST;/"e~'t {s{C). -- S/~1~~ - .~a{:1"GGt PJame - ~~'c?]1 La17e, ,.l1Jl"75d7C~7C.~n-
Jac'{sson Ca. Ex r st; ir7g ~'. Q. IM. - 6(7 fts, , }suture R.D. !~. - 80 f-~. ,
Exlst7r7g Street ~via'th - 2~ ft. , Futclre SLree~~ i~ldt~1 - Fib ~~.
E?Cl.~til7g Ct-P1~{~/c~LlL~~r - P70r~~0, FU~LlP"e CU1"~~gLt~~er - P~eC~(.171'~!~Cl,
~X7St7ng SidE'INc`3r{<.~ - rT017e, FLltur'e 5idewa7{<S - YegLilr"ed, EX75~ilTc~
t!"c'2ff7C YC)ILllne- rZa dr'~ta aVa7 lable, P1"C?aeG.ised trafflG ValUrlle ~L{?7S
develaprnel7t -- ~(~~0 VT/D. Pra,~ccted traffic Volume irTG7udrng phis
deve lOpment - r7o date ova i lah le. Traf~'iG Ya l ume stP"eet car~€ carr~~ -
r7a daze aYai lablca, ~:xistiP7g Street 7ig67ts - r7al~re, Future 5t1"G-'Gt
L 7~~{7tB - 1"~'gLllred, ~~; iS~7P7g traff7G GC~17tral ~ Ir1iP77II'ta ], FU~U3~~'
1~'1"ci7'7~1C CaP??<rrJl - 17GS7g1? MaSGer ?~lal? required. DistalTCe ~O n~'a!"est
1r7~:L-~1"5£~Ct70rT - 65f3 ft. , Cil"C]L'I~aaCt` D!"7Ve. CL)17d7~70r7 PDar.
2. Street lJa. - S/1 97 - ~~t,^eet, Name -Merriman Road, Jurisdre~zc~rT-
Jac{4sc~r7 Cv. Existir7g PC.O. 1~. - 80 ft. , FutuP~e R.O, !^!. - f3~ ft. ,
E~; istir€g street ~ridth --~ ?_~ ft. , }suture street E~~7'dt{7 --- GO f~. ,
Exi5tir7g curb/gutter" ~- rTane, Future GuP"b/gutter _ requir'~ed,
Ex i 5 t i ng s i derma 1 {cs -~ 17or7e, Future s i dewa 1l<~:-~ required; Ex i w U ~i r1g
traffic volume-;7c data avai lab 7e. T!"a~t^fiG vo]ume street Garr Gar~ry-
no da~:a avai 7a~~?e. Existing Street lights - noP~e, Future streF~t
7icJp7ts-- requi,~ed. Existing traffic COr7tP"Ol -- P717rT;'Inal; F-utur"e
traf rc Gontral - Design Master Plan requ'red. Distance to r7eare5t
irltersec.tion - ~.SO ft. Grrc7ewoad Drive. CarTditiarr Paor,
a, Glen Grate ~Yr~nue --7-hi> i5 a City of Medford Street
~. Far I~treSt Avenue - 7"his is a City of Medford Street
B. Street SGandard.~
{S. ~2, 09CJ
(Ch~.~c{~ One.
!•12ets tJai: Does Plot
' i`Cle Jescri_p~cian Sta€zdaras Apnlicabla !•i~et ~tandat°d Conditio;~s
iS.12.0~0 Street Generally
~. LncaL3a€Z X
b, 4~fi~$t$1 X (D)
c, Grade X
d. Relat;innship to
existing street Y,
~~. Tapng:°aphy as
iL relates to
drainage X drai n to street
f. °ravic€e far street
construction X
g. FnlTasv~ a master
plan X
h, Traffic volume X (5;
i. 5aft3ty Features X (7)
n
.~
r~(eats root Does !lot
Ti4;.le pescri~tior~ Standard A7pylicah.le I~ie~tW3tar~dard Cgnd_iti,nn
i 6.12.050 Street R. 0. f'!. & S•fi dths
Local R01'I Sfl'
Street 4•licii;h 36' X
Secondary Arterial
4'lidth 60',ROW f'Jidt€1 80' K (6)
18.12.060 Street Reserve Strip X
iG.12-07fl Street - Alignment X
16.12.080 Str~aet - Extension X
16.1?.090 Street -Intersection
a
Rngles 90
X
16.12.100 Existing Streets
Additional Vlidth X
16.12.110 Half Street X
16.12.1?_0 Cul~-de-Sac and/qr
dead end streets
a. Shall not serve morn
than 12 101;5 };
b. Shall not be greater
than 400' X
16.12.130 Street P1ama5 X
16.12.140 Street Grades and Cu~^ves
-- r.€A SAGS not greater
i:han 6% x {6}
- IJgt greater that 1?_% X
on LS
- Cannot be less than i~ X
Curvy Radius
- L8-100' ?(
- CS-100' X
- SG-200' X (60
- r~€S-30fl' X
IV. lsrater System
,4. Ex7stir~g Conditions
1. An 8" ductile iron pipe is located at the ir7tersectian of
Circlewooa` Chive ar~d Bea77 Lane. ! 72" extends east from this location
appr~ox irna to 1 y 20 ' .
r.1Eet~ rapt oyes rani;
Tit 1_e C3escri_~fior~ SL~.rtCf~rC15 Applicable r•feet Standard Cnn~i~ion
16.32.060 Plater System
Provided ldains X (S)
Service L.ataa•als
1 each 101; X (10)
1=ire Hydrants
not greater than
.ri0fl' apart X (~J}
Fire Flativ 1000 gpm
prgvide minimum
pressure QO psi Y,
~. Sc:3n 7 Lary SerNer-s
~, Fx7stir7s Conditions
~n f5" sanitary suer main located adjacent to the west right of
way l ine to 1-5 is avai 7ab7~; far canr7ect iar~s. f=or as-f~ui l t
information, contact Bear Creek Valley Sar7itar•y ,4uthority.
B, f~ater System St~~ndards
~-
Title 'Jeseriptian 5~a~~dard App7irabl_e t~teet.,.SY.~ndarcfs
16.2.050 Adequate Sizing
i~!ainline };
Services
VI. Storm Druina~e
fZ;~r~if:it
(11)
/~. Existing Conditinrs
7. An 8~" CPP9 star~n drainage pipe i.a located ap~~r ~xim~te7y 100'
rlortl`r o~ the northeast cor~~er cf tf~TS development.
2. 7"~va se~sona 7 strums traverse the south#~ves~: ~~nd soutfleast
portions o` this pf~operty.
L3, Stc~rrn Dra it~la.ge Standards
hteots flnt iJnE5 flat
Tide Designation Standzrd ~PiicaUte f•€ea1~5t~and~i~d Condi~ian
16.37_,010 `at.lP`~c"zGE Drai~~age
and Storm 5es•~e~r System
-- Provide drainage tlirnugl~
f:he subclivi~ian }C (12)
~- Are there. adverse effects
placed on aos•an-sc;•eam
structures? X (1~)
- fdo catch basin lncatad
greater t#~ian 3S0 ft. f'nr
any curb and gutter
section, (14)
CONS I I I O(V
MEAD0~1 CREEK SU~DI~IISIUi\!
~ . ~ i st the 1 acati on a-i• the benchmar{c ors the preliminary plat
2 . Cn the preliminary plat, i denti i=y the existing use a~ the laid ar~d
zoning.
3. The preliminary plat shall identify the nearest location to cc!~nect
utilities (i.e. water, sewer, storm drai#~#age,
~•. Identi-Fy ~of?ing o~~ property adjacent to this proposed developrnen~..
5. The most recent vei~~sia!7 a~~ the comprehef-tsive plan adopted in ~98~
requires the extension o~ Hapk i ns Raad south to ~lerr i n~ar~t Road . T #~
reviewing this requirer:)ent, the developer has po-nted out that by
construc~ti ng i"iapi<i ns Road ~}xtensi on south to Merriman i s .~ n con-Fl i ct
with policy 2, Page IX_-11 which states "Include in all future specii"ic
or neighbcnc~~ad plans, provisions far reducing through traf-~ic in
i~esidenc.ial #~ieighborhoods. The developer shall provide a ~,echnically
c:or~pl e~te ~~ra-Fi= i c s~t,udy wh~i ch i denti dies existing and projected traf"; i c
valurres arzd circ•ulat~ion to substantiate this madi-~ication a-~ -~,he
comprehensive p 1 ar7 ,
~, Beall lane, Mer!".~rrran Raad sha i 1 be canstr~ucted to a %S' culttb to Gurb
width 100 ft south of the subdivisions ingress/egress and north Iwo c.he
southwest prapert;y earner with tapers t.a match pavemen% Ur-id-f;hs. The
widening shad include curbs/gutter:, sidewal¢~s, :~tr•ee-t lights, storm
drainage, s-f<reet imprave!-nents far a sautl7l~aund left turn pociret, on
Merriman, and a War i=.l~bound right turn pacN~et, mini€rrum width 4€3 cu!~b
to curb,
r-ar West !~verr~re shall be widened to a ~0' right of way at Merriman RaG~d
~~c~ pravi de two ~ 2' lanes and one 1 S' lane at ~C3' curb to curb at tl~e
entrance. This will provide right ar~d left turn lanes at the main
ingress/egress to the subdivision.
7. A Master'Traffic Delineation Plan shall be developed to provide adetluate
sight distance, stapf:~ing distance, clear vision at inter•ser~,ians for
Beall Lan~u anti Merriman Load.
8. The water system shall be designed fr~am tl7e 1?" on Beall ar~d continue
to Merriman and Far 'test l~ver~ue, Fram this paint, the subdivision shall
be red i.;y an ~" servic:e. All ti-~rouyh str~eets shall be stubbed urith an
~3" D~'P and a valve far futur~e connection.
g. Fire hydrants shall r~o-t iae sf.~aced greater than X00' final apacing plan
to be apprc;ved by the Control Point Fire Department. Fire hydrants
shat 1 be cc>nnec~ted ~F'ram an S" water main .
10, Services shall be spaced as much as passible to locate one on each side
of a front property line one foot either side of ~:.he property cor>~er.
ii. Sanitary sewer system sha11 be designed to provide 4" services per lot,
and stubbed to provide for future connections can through stre~ut<s.
i2. Two seasonal streams traverse the sautht~aest and southeast portions of
this developlner~t. The developer- shall design a storm drainage system
which co 1 1 ec-~s the f i aw f r~orr these seasonal strear~ns and th i s
subdivision, and carries the flaw through the subdi~/ision in such a
manner Iha'c would not flood ar-ry lot in this subdiivision ar properties
upstrear-n ar dawnstream.
1 ~. Developer shall pr~ov~ide engineered drainage calculations to deteri~iil~e
prape!° sizing a-F the sto!~rn drai page system as it relates to the d!~a-i~age
area i n wh i cf~ this deve 1 oprrrent i s located .
1~, Developer shall dr:;sigr~ the storm drainage system to rrreet tl~~e design
r~er~u i rements i n accordance vri Ih -the City of Central Poi rat Public ~t~.~rac
Standards. .
15> St•r~:et n<~me signs including posts, labor and equiprr~ent for street sign
ir~stallatian shall k~e paid 'E=ar by the developer of ~,h-is subdivision, and
the installation shall be r..ampletcd by the City.
u
~ G . ~! traffic rontr•~a l ti i gn i r1g p 1 tzn sha l 1 be included ~~s a part of the final
construction plans, arld ~r~ill foe installed by the City and a11rosts
asscac~ia~~,ed ~~~it'r, ~trarf~ic con~(~rc~l sigrl iilstallat.ian shall be paid for !y
the C)eve 1 ng~er .
17. A soi 1s engineer•~ mu:~t evalgate thc~ strerlgth of the sai 1 (R--value) ~ta
deterrrrine the street ser.,tior~ design. The C;ity's eragineer~ shall be used,
arld thc~ developer shall pay -For the cast o-F' these services. A de~.ign
life for Merrirrran find Beall Lane shall be a nlinirrtu#n ?0 year life, given
r.~ daily traffic volume of X0,000 vehicle trips per day, arrd 10°~ tr.rcfc
tra~Ff i C . /~ dew ~i gn 1 i fe f or~ f=ar ~~fest ~.verlue shal 1 be a Ini r1 i ~nurT1 20 year
life given a daily traffic valurEte n-F 2000 vehicle tries per da~~ and 2°0
truc!% traffic. The rerna~i ni ng str~°eets shat 1 be designed far a 20 year
life, lc?00 vehicle trips per day a~,d ?°:; truck te~affic.
i8. A street 1 ight~ing plan s?-~a11 be i.lcluded in the cons~~ruction f.~ocurnerlts
~~c;GGrdi r1g to t~hF= r-~erlr.ai re#1lents of the Public ;~dar~ks Di nectar . Al 1
i #1tt~r^secti or,s sf gal 1 be 1 1 umi Hated . Leve l open i s to instal 1 al ? pads
wlncl cc>ndu i is for street 1 ; gh-r,s as a part of the GGnatruct~i on of the
subdivision . The deve 1 aper shal 1 also pay for street 1 i ghts and fnr tf•re
installing of all streets lights in this suk~divisiofl.
~9. Ladder rungs ~:lrall be iils~~alled ir= each sanit~~ry sewer manl•lale of a
i:iepth greater than 3,0 feet to -Lhe Flaw 1ir~e of tf1c~ rllanr~ole. pevelaper
shat 1 use 1 adder rungs app raved by :.he Central Pc i r~1t Pub1 -ic Wor~l~:;
~epartmen'c .
20, [~evelaper' shall Install ar Cause to Install conduits for ut~l.tles at
in'~.erSC~Gt1Gr?~, ar lUC:at~ianS deterrn~ned by l.!'~;lllty GGCripanles. ~E',VeIO~.~er
sflal 1 also provide conduit crossings for uti 1 ity companies who tiui 11 nG~f.
install ti~~eir services until after tf~e subdivision is constructed.
i~evelnper shall be respnrlsible far all casts associated with the
instal 1 at i Gn a-i= these candu ~i t c rocs i clgs .
21. The grater systeErl shall be designed to provide a minimum f1a+.Y at eacf;
Fire hydrant in l:.he subdivision of 1000 gpn1.
2?. The -Final plat far this subdivision shall Hat be approved by the Ci~~y
Gn=.~nci 1 un~t, i 1 all conditions as f~erein stipulated and as approved far
this subdivision have been rnet.
2~. Tl~e prel~imirtar3~ plat revievr for the preliminary plat sub~litted herein
by Pac i ~` i c Trend Building Company was dome i n accordance v,~i th the ru 1 es ,
regulatiGns and ordinances in effect as of the date of this review. Any
r11Gdi-Ficai~ions by the developer which would allow this subd~ivisinn f`fr3T
to meet star~rdards set forth i n the central Pr~i nt Muni ci pa :~ Cade, Gr
v~auld require s~~a~Ff to complete a new prel~imiilary plat review shall
require a new sub#nittal of prelimii~lary plat far Gity approval.
2~•. SIG driveway accesses shall be allowed from fats ~l,hat abut Merriman Raced
or Beall f_ar1e. All accesses shall be designed in accordance witf~ the
Publ i r, ~Gr4; Standards .
7