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Keith Minto; Ten live Subdiv1sian Map; AP 7'-�}2-40, 41; G2
44; 28 lotrs located on the east
side of Garn;dr Lane a '$ find
north o> Hwy, 99.' Chico area. engineer: RFC PProit. 600' Vit.
Surveyors
k'ublic Works cond tiaras„
1 Suyb�mit read and. drainage Plans to thd Department o£ h�
for (� o b"I t - Wt�
PProval and Stall tbo tment rks
;requ ;red
2 Provide :20 :Ct3. radius P y _ t all
ro ertY lin - returns a. stre-iii,.
i,nterseCtxons:
Provide right-of-way for standard No, S -S at all
int;ersdctitns staretXt
14 xndicate a 50 ft. building setback line Prot the ct~' eVj,'l,
interior streets and Garnier Uine. no,. of
5' Stkeet signs sha11 be provided` by the developer at
ihtersectloris 'Per County regUaremen''fys:il� strdet.
namos fat eaca st;re�t to the Cgtint � (Submit 5 rM�t�t�riiate
appr'eval �' address
coordinator for
of stroet rtarnes: j'
Cohs'truct fui1 sti•ee,t Section tint interior struts tri .,
geometric standard, RS $
Mthimwn
�..
8 A$`, SC 2 structurdi section to tci' :AC Arid
50 prime, 6o seal. o
desa g nl and 9S� relat ve conihaction
y Sub
ndetsttdinati,atisaandeother
valir P mit
rlataubl�Mayobetsreo� ahproval., iiRi1
section design.,. gUired Co support
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Construct 1%2 plus lz ft. lsnd, street section ori
L R�-3-A rcad standard tv3 t h'r AC
artier Lane.
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ABI SC 250 prime, tog
seal and 95Z relative compaction;, , �
8`
Provide monuinehtation as rd uira
Work'sin accid' by
ordance wltYh t5t Public
acedPE d sttadards'artmont
9
,Street grades and other rdatures shall comply; with the
County Ord�,nance,s, clt�s:i.gn resolution Buiac
nder�,ng.and other accepted
standards r
10
PtOvide perinanent Solution for (I'tainage:
lI
All 'easements of record to beshown: On the final
12
gdet rdquiramdnts of 'Butte County Piro, Dd i- ;
resPonsible agOney, Pa.Cmtn:L o�.
othdr
Street li.ghtxng shall be Provided in accordance '
rdquiremeryts=, ae�tepted desi{'ti with t�ttl�td Count t
criter'iand, reocimP[IonCirit:i5ris of
4
Pny oi<`i assessinen.ts:
15'
Meet there uirdments o the', utility
Pa.oa.fic; Tele P'bone; ei p1-1JlX
wairpr, IJ'
16
ey- any' dell Fittuept tax, or ut'rdtl taus' inns `requmrdd
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l eith blinro, Tentat°iveSubdivi,s,ionMap, AP 07142_40, 41 � 42, 43 and
t±4, 2 1q�s
located on the east Sade of Garner'Lane approX. 6017 FL:
nr�r'tt7 of fiwy 99.. Chico
. area ..
n eer I" RFC Surveyors
Public Works cond i.tjons r;
i Submit road and.. drainage plans to the D"epartm' Brit of _Ppb;l,;f(� Wnrks
fox approval, and install
the required facil jtjes.
21 Provide, 20 .ft. radius ptopert line return s at all t rQot
a.ntOesecCions.
3 Pro ide right--of�Way for. standard No, S--5 at all st r�tel�
ante
sections,
4 Tnd,icate Vis. 'q ft. S F ,
interiar sttuet;s tnd Gaa�ncrsl,anC k dine 1t~om the, roti lqc rl.d t1e of
5 Street signs shall: tersec:t;i,`ons be p"rca .0by t;he developer at rt1l, street;
inper County requireftonts, (S"ubm, -
Rilt:erraate
names for each street; to the County address Qoorda.nator for
approval
of street names.
to Cor,str ct full, street: section on interior streets to RS -5"J
uometric standard. Minimum structural
section to be 21' A and
k� AI3, SI 250 pr.fine, fOg seri. and, M.- relative comp,nctiori. �� Submit
cfaslg,n to Corinty. Department
of Public Works fcr "approval. , OR
Value determ9 na&r oris' and other d'�ita fad
trey required, l red ;I�i support -
section dses�gn.
7 Construct one-halfl:us 12 ft..
p� lane street section an Garne,r
Dane Lo PS --34 read
Standard with V" AC, 8:" ABSC 250 pr=ey
f
Ng scal ahl 95 307. Live Compact on, compaction
S Provide monutnettt,t't>fon as tequi.red by the Department t�f` Publiclt'tyt'{rs' in accordance with the
standards.
Str et grades sand ()rhes features sli,,Il Comply with the T3ut1 e
i rsutaty� 0r cl lnanC-0S i dostgn resoluL,Iait
and rather Accepted:
cnglraeer.it7g strrrirlards.
10 l'rrravid'e peritratleittr �tol.n'L.itan '(.or, clrni.ncige,
11 All easements of record to be slicy n di` the final ;maps.
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12 Meet requirements or Ititte Count:.y Pj,re DOPEIrtmen: or ty'ther,
respitnsi,b o
agencvJ
1, ry Street Lighting sh✓n 1.1 bt~ pr()vi,dcarl ill accordance w 1 f h i�'utte Ccaunl
requirements, i;IOC'�°'1t CFS �1C� 1. � t cr l 'r,�_�
ty ty.
i nod,,,rn�{?'�l�flf�rl(1F.il�;J',ons�, ,01"
14 F ri 1?�ty c�k r arse:>srrrent:,.
] ^ l�ltiet i;hc toga itcfrtci'I t of tho coitip n i r a
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aeptember 9` 198��
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County Butte
Plarin�ng Do,riartm nt
7 Goun'ty GO-titer Dtl,e
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ATTN hlxuta Tutt�.e-
R Keith Mi Citta G3
AP 014-42 40,411'42'44
RFC.: BURVPYC�175, IN
'Log Na. 86�i�`7-702
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No ft e 'hydtdnta to be inon
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A ect ,_I7s�"r i pt -i r,n
11.
-Type o.f Project p Land d v i s i'ian .
: I'entat i v�' Subc11 v i s i or"i Map �I. i ae 1 d 11 ma 75.19
2.
Brief 13escri pt i ren
into 29 lots of 1-1 /2, 2 and 3 acrr�s c�a(u;11
3.
acres y llq
t o oat i bn # t �e east side o:f Garnor Lane,, pj,p t' laid, 1 ttilat�o'l
f , C'h i co
fret r rr �,.h cm � H 1 91 -,way 99
bevel, oPOWIt 1 d . u : /2.59 C
4.
proposed Density of
Amount ImperV I ous Sur'f`ac i rig = 5 » 9 acres.
5 .
6.
Access and '�luleaelest F'�t�o1 io Rolad(s� Lits 1 11 i"oni� o'rr
y - off.
(�hiaV'► da�i to l
Acres., v 1 a new rc+ads for Lot'8 12 i C1b acce�:�
y
7'.
29.
Mpthoci of SOW. -Age G i spbsa! ' Septic t'.artk s and 1aGhf i e 1 d's
Ci
,, z Cali for ;i a water ;Sery i ce Cotnpany.
Source of water` SuPPIY �
Prok i. to ty of Pot�leh Lines;. At Corn er Lane .
:vis °os ainti alemel opment: �iohe
fairt;her- land d ri
1 0 .
P'otent al For
w 1'th Pr lot cles i gn .,
B ^ Pnv
i ronmenta_l Sett i.G9
p��` 1 cal Eea i rb incrtt
Terrain
General Tr�Pl,09rai�hi'c:' Character"= Level p1-a1',ns
a'.
V'M STOPOS: 0.'^2%-
c. Eteva'ion. 182-190 t
d. L"imiti'ng Factor rz Nolle
2»
Soils b
a» Types and Charactbristiega Vinb,C1ay Liaam Adoeo dark
crack;,s,
bro! rn g 18-j6ll' c an st i city when wet i
th i ck'9 p 1 att; t
regains Water Wall:
baGly.wherr drys slow Permeability;
b. L- (i ting Factbrrsd Art i f i C', a'1 dr'a i naSe must be Prot i r yet;
very heavy 'sv l l
S.
N+.! aj 14azards of the Land
a. Earthquake 1.00e fhodar�ate C 1 ass VTI. I
b. Eros !.Ohl Poteint) al= None to ,Slight
r. Landslide potential': None
d» Firehla are» Uhc 1 ass i f'i ed to M6d.er"ate
e6 EkPAVIr i ve soil: Potentia' fvlad i um
4.
I�iydro logY
Sulrfaoe l�;a•ter: Much Croek acj,jacertt ori i✓h� e ��,`' n
a.
b G'routidwatert Area cif heavy gr6Whdwater u;` i �,1 ti
.,i. E?haes
c» Irainag>a Charas:tersttics:Inrsi Y to fadr Lars��
T and I I I t o �tiuct b -ok .
`I
d. I nnutA kavnfai1 01a40111
i
r,
. -... I r.`
77777,
i
r
e. I: t,mttinia Factors: Poor '.natural cirairiagoi
5 .
Y i sua /8 en I''
f .
Acoustic Qual i fy =' Fair.._
7«
Alt,qua 1 i tY : Fa i r.
�S i 4i1'fa i
c�'1 div i rnrimc�h,�
8
9`.
Vegetation « P l okaPd fi i i d, orriam,onlro'1 vo ai:aty
on at homes
W)" i d l i fe Habitat:
fi4o cover or fried sva i 1 ab 1 d Por w 1 1 r=11' i tie
M. ,
11 .
Archaaal a III and H i stor i oa°t
g'Reis'High..
Butte Count boner i oi.as i h the care
a l IP'f an desl'
i
Aw i cul tura i -lies 1 chert i it, l
Existing Zomig. said -1
13.
Existlne !..and Use on -sites One CiWel1; ii1g
14 .
St irrouridi, rig Area
a.; LaInd Urea w Statiybi-ocak Ettat(j�rg i rimed i ate i y' sout=h 14acr~e
bve�''ase: ru;re 1 res i dont i a 1 -� i..
� c�raz r~g.
b, . -
t r1g • Si � - i y A -R «
(2aYyn
M.. GGn. Plan des i ghat i ons'. Agr i cu 1 tura 1- fcs 1 dent i ;a 1 y Bulb t i c
d.
Pas"cel Sues: T acre east, west .and St7uth! urger MbOtha
P i'wpulatiain:�' 8�iburban
dEahsiti`esM.
1'
16,
OharactOr Of: 0 to a,rad Area: Rura'1 fr f r,ges bf Chichi
Na'ar *st Urian A 'ea
17.
z" City b f� Gi t i oo S- 7 ✓� m i 1 res sough .
Re'ievbrit Spheres of thfluencee 1�1ud Greek r4bod Gbntro'i. G'S,
4, E utte Counfry Ko;squ i tb Abatement 0, 1 str i at,.
1
t�:Yinprovcmenf;s
Standad�:ds Urban :Area`: n/a;
.
Fit -6: Protect i cin , Sergi✓' i na`.
i'; Nearest COUhty '(State) F 1 raq Stat i tin ; 41p: 1-
not-th; X42; 8-1 Oni Tes south.,
i frig rle capac i ty a ,
20':
5cFtcao 1 s�e i �aAbb
�l`<reaChtY
i ca Un i i ed School; O Lstr I c,tA
BU111c, COW
I itE PROtt CI etb� RIP»w'
f1 qV a(,.4�N,T` NAME' keith Nli.ntcs4.� AI'Q,r Cl7 42 ��.r»... 1 �1 r i t �1�1
40' m h
i.00�ATiOtd 7 ner L GA Chico .. . D/1'fE_..�...�� W�.� �A /; Vit,
;.f, 0a111, I pttarlme'nt al Fntoatry A0101,
This peo,lect must meet the r equiremerttC L. the lln� form tlupq 0161)nfy Feta l7dparfhiiaYil
CI i.lding, Code amended to Outete County standards: iJarYha�gflvb ilio ►'rQtnrRtiglr
in 'accordance with•5ectfon TIM. (Fire Standards) of the
(Improvement . nndards, the.water requiremerits for this RICHAO D, TILUR,
parcel/projrat dt+c. (Applicable Standards are herkni ),,
buOalion Chlef
( ) 13,?Ol-1 Retluy cement Class 1_. A water Supply for
lorero pet rtion will not be required,
4 ) 3017„2, Re ! rement Cis 2. A presturi4ed water
systiem -i 'h degTRe riultrbers of hydrants is pre= 0M i cur' 071.2787
Tarred, but if this is not feasible:, the f0low>in9,,.
option wi11 Satisfy the fire department require.
ment far water,
( ) a. Water storage tanks with a capacity of 10'jo IO ga1!lons or �'arei� equipped with direet a11, weather
access and fire department connection (S»29)';
( ) b, In ground swimming goals e+quippdd with a drafting connection or dl4AiftirtR access, ori
(' ) c A dray Standpipe systdm plumbed to a reliable writer 3ouree+ SUch steY,rt(lpipe' system will not
Tho're must beeat Inn 10e 000 gallons
of
flwateravalla'i;1e and rttrategically lucoted rpr each 10 dwellings,
or portions thereof. itxampl:e., dwellings would requiretwo iparated sourco,), previsions tnG3t be
mad�r to insure that the watei` stored i5 always hvailable and ecce ible�for use under= all weathea donditi
( j 13.01u3 R' Ui.remorit Class, 3, A pressurixod community water System i5 rrnuired, Tertitative hydrant
To a iont are iriilica� MUR o the attached pmol imi`i'iary mop, Final locations must be exactly, i'tidicat;ed and
recorded on the final map/ ��
hlumkaer of hydrants required maximum hydrant to ,hydrant Spacing wM feet, hydrant Sit
ande
installed according to Hutte County pubA Works spebi:ricatio
�,4r1riorr(Q. Gi�hta��
5»27 and requirements of local water agency: Required fire flows are � ..9;illoot pet` minute.
Mit'igatioll flows listed under other conditions,
( ) 13 Til-4 Re uirement Class rt,: Water for fife protection is raquired. The preferable system is a hydrant
sys 1 ape a of ttee ing the fiFe flow r.equireinents, If this it not fdasibie, a system irivolvin rude,
petident pumps, static eater 5toeaiq and dry standpipes may, be substituted, Such t system is ,ubj,ect to,
the approval of the fire depaitme'nt: The arailabltawater flaw Troia such a system must fl' avi..
gallons per minute. The minimum volume of water in storage must d,e ,ya11'ohs, pr°ovfsions mus
be- rade to insure the Sys tqm provided' i s reel ata ned to f is d;et i gn ca pj qty
(" ) 1�,01�5.Re' uirelnent C1a�ss 5.. pressurized' watar for fled protection i5 a:vailabie within, 1 j0 Ob 6,6t of the
created tire�ftre. decartmentnhyd�rantffundrinpathin lieuafeenintolin a fir hydrants) �thp.dou:elo.hse 6n pay beta
p p y hydr'anti fund based
(oat d �+rter. p.
an 51.25' aper frontage foot. Frontage is tndlcated by the red tinct on the attached ma AppPoxlmate• fee
is r Ftinal frontage Calculation to be made by su veyor and recorded on 'Final map. Frontag
d- 6 1 d!rl'at M h—M-T rlnr.lud'e both sides of the street on intlud.ed bt dots,
Required water system far fitce protection must be installed and operating prior to building tuht UCtidn.
either Conditions:
Xis Y.... _.....�...�..,.,_.....�.».�,�»„...�,:_..-. _:,.........
3 i�ete> Lacaurtcwequir,,cl I�. _1cYa buldi�rt_G:iu.rurt:c�tt wittYY.oli�ce I'.riZti.r�it
Wates: sottreo,sF.mix"ocl:.Oi_
rtt,lrc+ icr,i'.Lowinct- lour 3r, 22�. �...
( ) Response tlh'dtr for thd' first 3 fire engines is as P611OWtlkt3 mlriut�s
GpF/BCFb
1; SCatiun'
c` 'Ita'4lttrc tit nUtpr
1n'i''nute
S
y y classif'i'ed
j° to :tire serer irlerrent of the rlutte count: Geiler`�ai plan; this o�ect aria is
fire hazard area;
S 'j, r, VL .I3 km'N'
Una .