PC 71-244
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arsoLUTro~~ rro, rc7i-244
A RGSOLUTION OF TF1E ANAHE'LM CITY PLANNING COt~tISSION RGC~MMENbING TO 1'HL CTT~I. COUNCIL
TFIAT I~IILLSIDL STRECT STANDARUS, STANDAItD i)ETAIL N05. 113-A, 114-A and 115
BE ADOPTCD rOR USG IN li1LLSIUG ARGAS
W1-IERGAS, arreets proposed in hillaide areas of the City of Anaheim require apecial
conaidera':ion; And
WHGFCAS, it IZas been del•ermined that 7-fool• paricways are sufficient to provi~!e for
both side~;alks and utilitiea, yek are not so large as to Uecome uneconomical or a waste-
Eul use ot developable land; and
~aFICRT:'AS, sidewalks ace neceasar.y For Hillside Secondery and Primary Highwaya ea
~ we11 as ehe access side ot Hillside Interior and Collector Sl:reet~ in order to permit
pedesLrian traffic to walk in sAfety; and
WH~REAS, the prop~sed Standard Details are considered appropriatF for use tn dev~1-
opment~ becAUae Chey provide also for adequately aized travel and parki.ng lanea as ~ell
es adequate local drainage,
N~1^1, Tt:GR~rORC, AE IT RL•'SOLVEp tr~at the Ar.aheim City Planning Commiseion does
he:eby recommend to the City Council the ~doption of Hillside Srreet Standards ae de-
picted on Exhibil "A" attached hereto and referred to as though set forth in full.
THE FOltEGOING RGSOLUTION is signed and approved by me r.tiis 23rd day of December,
1971.
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C~IRMAN ANAHEIM CITY PLANNING COMMISSION
ATTEST:
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_ SECRET~ ANAHEIM C Y pLANNING COD~IISSI~N
STATE Or CALTbU RNIA )
COUNTY Or ORANGE ) g~,
CITY Ur ANAHI;I~1 )
I, Ann ICrebs, Secretary oF th~ City Planning Commission of the City of Anahei.m,
do hereby certify th&e the foregoiiig resolurion was passed and adopted at a meeting of
ehe City Planning Commission of the City of Anaheim, held on December 13, 1971, at
2:00 o'clock P,M., ny tt,e following vore of l•he members thereof:
AYCS: COMMISS70NERS: ALLRED, rARANO, CAUER, HCRBST.
NOES: COMMISSIUNERS: NONG,
a ABSENT: COMMISSIUNERS: KAYWOOD, RCWLAND, SEYMOUR.
IN k'ITNESS WHEREOr, I have hereunto s~t my hand this 23rd day of December, 1971.
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5~ RETARY ANAHLIM CITY PLANNING COMMISSION
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HILLSIDE INTERIOR STRECT ~~ ~ ~-?r -r~~,r,, ~ ~.~ ., , . ' . ;
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R/w ;
~ R/w ~
_- 20'_ _ ~ ---.~..__25' _.._ ~
4~
~ ~ 13'
~ 7 .c1. . 18' ~ ~ j . +
~~ r
~ Pavemenl ~ , .
2°`/o~,,,, See tVole 5 ~~ T~ q' /
L 2 % , - Z % ~ rking Lanc ~ / ~ ;
~ / ~ ~
RIO ACCESS Sidewalk per
aee Notes 3nnd6 aCC~SS Std. De1ai1 No.110
see Notes 2 ond 4 Curb and gufter per
' , Sto~dard Detoil No. IOq
HILLSIDE COLL.ECTOR S1'REET
R/w ~ . . ;
~ 2 ~' ~ . R/w
, 27~
7' ' ~4~ 1
~ 2_,_ 0~__ ~, 1
. ~ i
~ Povement 12~ 8' q' ~
~ 2°~, ~o,,~ ee Note 5 Porkinq Lone ~ ~
// 20° 2% _
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NO ACCESS ACCESS Sidewolk per ~
see Notes 3 and 6 see Nofes 2 and q Sfd. Detai I N o. I10
Curb and gufter per Sfandard
' Detoil No. IO~i
7 Drivewoy oppronches may be sioped from curb to R/W Iine in occordance
3tondard Oetnil No. :12,cose 2 or Sfandard Detnii No. tll. W~th
6• NO PARKING ANYTIME~~signs sholl be insfolied per Stondord Detoii No. 426 on sides
of streef hoving no access.
5• F'avement section shall be determined by so(I "R"~n~~E ond troific index ond shown
on fhe project plans.
4. With streef occess, o porking Ione sholl be provided os shown.
3. With no sfreet occess, oddifionol width shoil be provided for purking bays per Stondord
Detoil No. 115 at mnximum tnfervals of 600~.
2. Access sholl meon vehiculor access trom tl~e sfreet fo o drivewoy IeoJinq ~o a
corport or open porking spoce.
l Street sections sho.vn hereon indicote minimum p 9oroqe,
access (on right above) and wifh no accoss (oncleft above)'}osabuf~~~imensions with
9 P~aPerty, ~
~`} GI1`Y OF ~~d~~1EI~9 A
~EPARTM,~: HILLSIDE INTERIOR AND COLL~~CT ~eVised e
'~~~ NT OF P~pLIC WORKS OR
ENGI,;EERING DIVISION STREET SECTIONS
~ ~; see
~ j irec or o u ic-6Yor~ c1s "----~-- PP STANGARO
~ n inoo- ~13-A
a o D[TqIL N0.
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y E~ ZSIDE SECONDARY HIGHWqY )
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_._ 3 3,'~~---~- ~-s- -~. 39 ~ ~ ~~ ~ ~ ~ ~~? r r-~ ~ ? * ~ ,
7- ._26~ ------.__.- , ' !i i~
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~~ 1 Pavement parkinq ~ ~
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NO ACCESS ~
' s~ Notes 3 and 6 ~CCESS Sidawalk '
see Notes 2 cnd q Oetoil Nopjj~Slondord ~
• Curb ond quftcr pgr Sfandurd Detoll No. 104
' ~ IILLSIDF_ PRIMQRY HIGHWA~ '
R/W rt ;
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. ~ 53~ • R/W . , '1
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T , 59' ' -~
_.. , 38 g' g' 44~ 7' . ' ~
~ 4~ 14~ 12~ 12' __
~ -' 12~ ~ ~ ...__ '
12 12 ~ , '
~~ ~ Povement 8 4 ~ '
Z See N fe 5 PLan~e9 ~ '
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NO ACCESS Type °C"curb per ~ ~ ,
see Notv.s 3 onC 6 ACCESS " ~
Std. Detoil No.104 see Notes 2 ond 4 Sidewolk per
Std Oetoi~ No. I10
Curb und Gutter pcr
_ Std. Oetoil No. I04
8.~dedian islonds,l4~minimum Widlh,muy be insfolled on secondar •
projected ADT of 16,OOp or more, subject to e y h~dhwoys hovinq a ,
7. Drivewo o P~rovol of the City Enqineer. • • ••
Y pproaches moy be sloped from curb to R/W line in eccordance with
S~ondard Defoil No. 112.,c~se Z or Slondard Defoil No. III.
6. ~~NO PARKING ANYTIME'~sign, shol! be ~slolled per Sfandord Detail No. 426 on sides
of sfreef hoving no access.
5. Povement secfiion sholl be Aefermined by sail'~R" volue ond tratfic index ond shown
on fhe prcJe~~ plons.
4. Wilh streef occess,a porking lone shall be provided as shown,
3. With no str~eet access, odditiono~ widfh sholl be provided for porking bays~per gtonda~d
Detuil No, 115,at moximum intervol5 of 600~,
2. Access sholl meon vehiculor access from the streef to a drivewoy leodin to
corporf or open porking spoce. '
9 a garoge,
I. Street sections shown hereon indicofe minimum occeptobie hoit s~reet dimensions wifh
occess (on riqh! obove) ond with no access (~n leif above) to abutting properfy.
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CI~`~' ~~ A~fA~fEIM
DEPARTMENT OF PUBI.IC WORKS
ENGINEERING DIVISION
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HILLSIDE SECONDARY AND PRIMQR~' „onatl0 tl
NiGHWAY SECTIONS "
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Curb ~Rnfurn~Duto ` `
(oll curvos )
a = 30° ~l I ~ 00~~
R : 25.00~
L = 13.39~
T = 6.89 ~
V2~~expons(on joint ot eoch end ond
adjusloble confrol joi,its ot 15~moximum r-~~ ~
F L3` _ ~ I Gutter
_- ' -- - . ---~
R/W~...~ / ~ Curb ~ ~ \ _w_~J I~
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A /! ``~ ~ ' ~ r ~~
c~ ~ ~ Sidewolk ~ p..
m w see Note ~ q ~ ~
25.52~ gp' m W
_ 25.52~
PARKING BAY PLAN
R/W
7, ' .
4~ utter ~ ~ .
4 ~ / ~
see Notc 2 ~ ~ /
`° N ~L _, 2% ~~;;= - \ . .
''~,' ~ ~•• ~~ 'Sidewoik per Standord ~
Detoil No, I10 ~
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Povement section Type"C~~ curb per Sto~idard
per project ptons Detoil No. 104
SECTION A-A
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. ._.. __..~_`~'~t. Stroet
3. Concrete shnil be Closs A with f~= 3000 psi min. ot 28 doys.
2. Gut}e~ shc ;~ove a lighf broom finish wlfh a 6~~ steel trowel
finish at the flow line.
I. Sidewa~k~. ere requ(red on HillsidC Secondary and Primory H~qhways oniy.
CITY OF AfVAMEI~i . Ka~~sea B
DEPARTMENT OF PuB~ic woRKS HILLSiDE PARKING BAY ~
ENGINEERING DIVISION
irec or oT~'F~u6i,c or s "'pa'T- PP S7ANDARD ~ ~ 5
i n iitieer a e DETAI~ N0.
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