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SUBDIVISION Cr LOT I r
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SAN LUIS C3JSM ,--ALIFCFrV 1,1A
CENTRA CCI -7 -T
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r/w�J► o/s f/niahad suifoce s/evvflcv,s 0/ tract - -t -
(a.w sus ARA" Z -`_- •1.a/svofivna ors grade a ew`rov» Fin
csvcrsts �pals/e wt/cre wr/1 Os G'h/g•''sr /G frwwhae Grtadi %srT oo -c us■ _ --- 4� ` y�
(/ Card / ytr t 3"pTe��teaasecr+c. siobJ h filistxd �crfocs / \ 7447
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,'o be dome ndr N+
ee fL f/ew/ �+s . so.7s
O /i 3t 7I_07 MPS i
NO Jc.+ce dirsctiarr o#0117& Pro/act 4rcJ71sect. = Ore�•sd sfree/ grease - - -
t h7 be I /inccw,/7w.'r+. aCALt: 7•.3'�
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Concrete Collar - The cover ;hall On
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hall I, .) Pr cast � � if,nvn- the Lon of the
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s t.i i.c S t.; n ,• I rd W1 i ch r
calls for Class 2 I Pr(,car,t Concrete
r6 nforccd concrete S
t)it�n. 1 'ioilits to be Set
in grout.
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Conci L+? t'prl, I �I
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Manhrilc Kase shall
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. Lrrn,lth of 21)01`-_ rrnlit
Irc1 - 'lix 5 sack-
Por
acknor cll. vd.
to' .
Tin.
NL VISIONS APPROVLO clI Y nr SAN LUiS OBISPO
P. dot. date 9-2?2 MANHOLE
Clay Engineer N0.160
i := .... .
H�� A
4 /y
s (✓ .y y may. ti - 1
e d ' GA!'EA1E'iYT
X �o�leETE �o1LA-P
41,ew,
BLvfB/rP0 .FPL.4.fT/l t �h ,t -e �,PE�Lf�ODOBLlrYXJ
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i
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REVISIONS APPROVED CITY OF SAN LUIS OBISPO
De�eription By App. Date Date lI-r STANDARD
sA"9e G.roN<I !�1 C.�✓rlf !�/!!t'// Jffi�-lr2Ji _ � -
�' VALVE WELL
City Engineer NO. 30
f
• I
Lid marked "SEWER"
� PC n
Concrele Collor
28 diameterr, 6"#
hick
wifh for-pU,`L
A
CHRISTY G-5
Traffic valve well.
PLAN
14" 1 14"
Pavement
1w • ��• ,�� �1t11
{
Extxn debt e _ -r�'r r� -
��1;"��--
Plug with
lifting ring il; Class 'A" P. C.
Concrete Collor
Bell
J4 11,
; I {
C "G T iON A— A
Same size as main line 60m:n.
1/4 - Long radius bend
Sanitary Sewer Line
REVISIONS APPROVED CITY OF SAN LUIS OBISPO
o..c.roa•an
by App. dole data' SEWER CLEANOUT
City Engineer N022
y
- �'t II ��/UES L E-�P MODE�P.II /�,a.PDI�E.O A-•�/9
Parkway or worx
CA C!es5 'A' PC.C.
'
w'a• - -
'Iarr�;bla:.r .
1,.
_ - 6 cast Iron or
2% 3 12" - cement asbestos riser
Re black r,
a
i p1I u
-Gate Volvo
F�.
4 Water
Main 1 11
r 9 y
;! • , �� j _�/ 111
�M.1. N,' J_
- Concrete thrust block Il All
I=lls Hydrant
Anchoring Tee M.3. '{ '
Concrete thrust block
Undtstwbed earth
�— Undisturbed Earth
REVISIONS t<oca„rE0 CITY OF SAN LUIS OBISPO
Deecriptlon by App. date dile 7-30- 1r FiRE HYDRANT
INSTALLATION
J.F.K. , b.v.
i C', Engineer No 140
Gutter 11 p --�-_.� Back of curb
_ I
f
Gutter (row line
Back of oldewalk --
—• - .:moi 1 � 1
SIapPsr and
Sewer Main Seat r--Sidewalk-
?/6 Bond Bend (45°) -i
4" min. dia.
Wye _ 4" min. dia.
Sewer lateral
Place Rodwood
Grope Stake of
P L A N and of lateral
NOTES+
1. "5" 0hrtll ba mark^d on curb over lateral when curb and gutter cnly are to be
constructed or exist .
2. .5,, shrill be rnorked on back of sidewalk over lateral when curb, gutter and
sidewalk are 10 be constructed or exist.
3, The "S' sha!I be stamped Into new concrele and shalt be chiseled Into existing
concrete.
4 The 'S" shall be not less than 3" h gh, 2"wide, and 3/16" deep.
�.
&Pr'r-O laF'C" _r;6li Lis P!r,<:irG ,n; }r eri, , Qd]/Jccn{ i'p I^•t?i"G Trorn C— er.
rnair1 To rjrour d 51i ; n -_ dt rcdJvooa sfGCe.
' ='i'I i;l _11:1'-1111 .I1 IiI`;-1�-�r- —_ T-
1 r;tom=�111"ll gtl l� Ill fill ,
i� -:L I illi J`� _t,l•�,1� --- iii
NOTES' Min. Interal site- 4"dia.
1, When cover is tots than 36, river the top e per ft. _
C_
F
of the pip�1 , Ihn lateral shah Min. slope 1/4" he Cast Iron " I w; 12"
V C. pion e.n.casnd in PC concrete 1C
M{
2 When the lerra+n is (tat, cover shall be limited
to a max. of 60 of the gutter,
Wye
1/8 Bend (450) Ploce Redwood Grope Stake at and of lateral-.
RLV1510NS Af PROVE1) CITY OF SAN LUIS OBISPO
Description � r -- by � App dote dote L -lam 72 SEWER LATERAL
l
j LOCATION
City Eno,neer N023CI
(; \`1
L -1 x w
E;
Z
t,I -,
t t7 to 4
ci i,I = It1 F- Z
m�
Cr' rn o Q �w
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LJ 7� 1 l+l `_ r� Ifl E- LL
•`t R i �{ 111 I` t°t! ni:�jr
LL
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R W in INiJ }0
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tA til �- (j n Ln
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r --„6�f Z o a
w ('r 0
a cc
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tr
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rri
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v} aY Iv a.aLil v,
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r- {1 n_ LY 7 t
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L \\ W
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C/TY of SL.O.AP QO✓ED 9- .3 - /974 Cf"T,eM COr45T ENG1Vf.ER11,1 '
�--- 396 Ouct/ey flood
C/rY E EE e, c.E ruo. 18598 Ben L. Moddo/eno, RCE /2545 San Luis 06_spO, California, 9344/ Scole .' .4s .(%ted
.�� ' v ;���_t-1,'�� -;-J �-.�. ;-tG�.,,,%�,-rr_-•r.�}_ � �r;r►�,;'1^t� M�1-
,r !(� j``��;L'' .��'•{ �!_ c'�'Ji i i --r �}��� �-f..-�-jc� �'r ' � % 'i•�.'..��i�•r- /•.' �+I.l 1� f -`'
�r�r. - :J i'L1�=� C.TA�LCI yr r7•li",rvJFi�V.
_ t�1' F-- � V'r'tl✓ rzT
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r
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1
111 I _ ',� / I;I li���tfl -- •
r r
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A
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Ft P TV
I P 1 T 1 TV I LOCA /0
} t
cure 8
UT/L / TY TFZENc�/ � Ti2AN5FO.e�-��2
WHEN./ REF2 �Ji,¢E�
pL,4 /V
A/10 . ca�i AVO E%mac: el� sEti-`CC r, Ef��:-,E� :�,.�Y :F
At
�0 A" 4? Qr ��� �� 7-0 ICZ7 /� � � r J�'� G? = � ✓ ��'
F; ,c��ilsFo�ehf�.2
v ' SNCL O=Ui_'c
--- acv coCA7701-i oQ
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OEC 7_10z<,/ A -A
URL TY Sfk;' CE L 0 CAT
re4 cr 5&5 M15CEL L.4A/EDUS 05744/1-3 IO
'.1
Area to be removed
u� u
j •
• .
SIDEWALK SECTION +" b fTA
T
•
a�
All cuts to be mode with an
1 / - abrasive type cullira
wheel
/� ,/ Remaining edge to Ce
smooth and true atIh
Area to be ramo4ed no shatter
Depth of cut = T/4 , 12 "min
CUT DETAIL
it
..,• Curb
top
Curb tote NOTE Complete section of
�. - curb shall be removed.
J `Trim to smooth edge .— /
Ramava to Heaves! score
Ilive it more than 25°16 of
square Is to be removed.
PLAN OF CURB , GUTTER 91 SIDEWALK
REVISIONS APPROVED CITY OF SAN LUIS OBISPO
Description by App. date date 3- 30- 7I CUTTING CONCRETE
City En rnear N90
NO 7;!!�ro ell
-
F -s- 1 -riot
Ij 4r� j IZ" Max.
r,� � • � ,I.1 �i.:.h 1��' 'nt. j.; bi >>"- i'ii ,.-t •9'f � `3tr j:~ � k - • 1�. j i
f.. \ - - i •iT �'-'�`t�.Lr_.`;Ti'!t`"•L..1'i1.1+=�� eft ..�. ��� i' • � • r:Y, 1 i' ♦ ,1r.
T -7c►' . C{aae.,w�" 't�gr�dt>tA bdcR,' 4''AttnllfiuAl' i!^pin
, ., „t...•..,•., .. - _.. ....
0111059 otherwise specified. R min. a 55, SE Inin• s 25.
SECTION
J, i
t:xisting Curb,
a Gutter and ...„....-...
/ v Slderrotll
♦� 1 i
i 1 ��s•-�•--- Z /
Jo\} / ;•� \ / Expansion Jairti
i it a .` !`ti 3,�. - ,'I n' j 'r:, •^t';. tt, 5 1 •'', i`F/,� _ r. r -.qn•{�%.�v,• i
HOTI
• ��'��"f ", , .� ,},� .'tr •-: Jarmo t
�-_ ':.- ._ _ •_c i - Iii � , �.- r •�" � � ,.��
,4J ''5tope Romp and-"Frontitions
t. Stupe of tarn iA a rt•uilhi grodif'. ,
• ti; `.,,. all Shawn
Ir , Irrm Iha top r'I Ih,n t'nrh of sid-.•alk PLAN
, to rhe tnp of the 1/; lip of the gutter. ... - .., ..
t. .�. f nae r•Ii nh•,ll ttr ��scv k ,, .3 non .�J`1 _iI ' .... .. .. . ,
- - -,
a ; yt.t r-. t. � `,.:Ir.. h, .n I%. .'• t �{ 9 ' • I : .. � •1 - t.
a,it
3.. €7vrl r !%t•'1.�^r ,n Iii nt .i1.71t t`!_ 1/?_" "•' ' , r T
s.ri'ycth brut , lR" q nt 1.4' o, c'. . ,. '.' .:1. r L 1: •.t•
t
'l. Oanlrobte rompv
sloe is 1117 but tt may be ,,: t`'t• ,
as mdch ds 1--6 when absolutely' necessary. !
, - ... �.. .. ! Fr•.. - �, for 6" Curb
1 �.1 Concr*c to hdli bebroom -linishod,,..
stvled and cured. 4F for 8 curb
t
- � E.xiStir,q ,''iitjAw,llk �
_r....r.-.t.._"Fxt-z,-s—rT-'an;"t �•X___._,
17
17
Guitar Grade ",'. .. _.Top oil t/2�r 11p Curb Face
E L E VAT I O N r• . _.. .
At`VROVED CITY Or 5 A N L'JI ; OBISPO
—Cfattrgfron_�.-._ Ja11.!13° -{ drtle- defe -_ SIDEWALK RAMP FOR
Nl1NOiCApt'ED 11 PERSONS
_(1 E ng neer NC 251
4'- 0" min. Vorioble
Slona 1/4" pity 1-1r . .
111.
Goss "3" aggregate bass
4" minimurn depth. 11 r I X
DETACHED SIDEWALK
6'- 0"
Slope 1/4" per fn -it --
I 4"
=->(�1'j �' `�, � . • - ,s^ -�•�+ � r r� .gyp - - _.:�•
it 4::- Ill `!III'. r I11�111=
,.Class "3" aggregate boss
if
4"
6�
4" minimum depth. jt
t1tl (:Atli
INTEGRAL SIDEWALK
CONCRETE r 5 sack , 2000r1 L PC. Concrete . slump 2"rnift ,4"max .
FINISH 1 P CC. sidewalk short be given a bronco finish
SEALING B CURING' A pigmented seating and euring con -pound shall be used in ottordance
with the provisions of the State Division of Highways stondard spetificalions
00,NELS : 1/2" smooth bar dowels , 18" long of 24" O C. of expansion points.
EXPANSION JOINTS 1/4" exponslon material shalt be pioced of driveways and B.C.R's.
WEAKENED PLAtIEJOINTS t Plastic pulltop quicklaint strips or an approved squat shall
be spaced at 20 o t.
APPROVED
date 3- 30-7/
Fes- _ -
City Engineer
Score marks not required in ramp ^
b,
(Expansion o o
PLAN
t
x
iSidewalk
- Curb Face _.
1 Gutter grade - it`Fop of I" lip at qulter
ELEVATION - Roflom of curb
6..
r _ - ---- ---- Irp i high.
Welded wire fabric•6"x6" 10/t0 4'
Class "3" o99regole base 6" minimum depth
unless otherwise specified. Min R =55, min. SE= 25 SECTION
NOTES
Slope of romp is a straight grade from the top of the
back at sidewalk to tete top of the I lip of the gutter.
A depression in a new curb and gutter, for a driveway,
will not be permitted unless the romp is constructed also.
Concrete shall be 5sack , 2000 psi , slump 2"min. 4"mot.
Dowels of exponsion joint with net construction shall be
1/2 smooth bars , 18" long at 24 o c
Welded Wire Fabric to be used in all Commercial and
Residential/Commercial driveways.
REVISIONS APPROVED CITY OF SAN LUIS OBISPO
Dascription by app dot# dole6-ZS-71' STANDARD. DRIVE RAMP
City Engineer N0.120
i I io" CUP_• P G:/`; r r�
4
-44 iv
J' 3 • D'L OiY - -
_
/ C 1
r,
4:7 1j 3'0'
0 Ar P4:cFJ�� "� s
-44 r,`'L s 'y`•
0
1, �r
AiZ6 6 T:� EH 6
7-r- V i �� I p1 I H 4 O f %C• t
Jr 7A0k'- 2000 P.. %—
�C.
a
"N rc 1� • I it ,'C iii' j
ib
/fL, A/It
V3
t.t 1 5 Q c
� o
i
Yf
01rr of s L.O. Qao t/ED g - 20 - /9 7(ro �J a --g oQ ��. I a t6dn
Cf 1JTRAL COAST E1v6/IvfifelAIGrw.h396 &Iceley ,Qaad T,ee4CT 585 11/I/SC��LA�EDUS DETA/LS of
CirY Ev N EQ, ,PGE.,(/o. /859,9 Ben L. 41addo%na, PCE /2545 Luis Ob/s,00, Ca/if0r�iaJ 9340/ SCa/e As ,Uofed ,� -5
RESIDENTIAL_
RESIDENTIAL/
COMMERCIAL
COMMERCIAL
10' min
12, min.
12' min,
W
16* max.
20 -max.
35' mos.
3" for 6" curb
x
4 for B" curb
NOTES
Slope of romp is a straight grade from the top of the
back at sidewalk to tete top of the I lip of the gutter.
A depression in a new curb and gutter, for a driveway,
will not be permitted unless the romp is constructed also.
Concrete shall be 5sack , 2000 psi , slump 2"min. 4"mot.
Dowels of exponsion joint with net construction shall be
1/2 smooth bars , 18" long at 24 o c
Welded Wire Fabric to be used in all Commercial and
Residential/Commercial driveways.
REVISIONS APPROVED CITY OF SAN LUIS OBISPO
Dascription by app dot# dole6-ZS-71' STANDARD. DRIVE RAMP
City Engineer N0.120
i I io" CUP_• P G:/`; r r�
4
-44 iv
J' 3 • D'L OiY - -
_
/ C 1
r,
4:7 1j 3'0'
0 Ar P4:cFJ�� "� s
-44 r,`'L s 'y`•
0
1, �r
AiZ6 6 T:� EH 6
7-r- V i �� I p1 I H 4 O f %C• t
Jr 7A0k'- 2000 P.. %—
�C.
a
"N rc 1� • I it ,'C iii' j
ib
/fL, A/It
V3
t.t 1 5 Q c
� o
i
Yf
01rr of s L.O. Qao t/ED g - 20 - /9 7(ro �J a --g oQ ��. I a t6dn
Cf 1JTRAL COAST E1v6/IvfifelAIGrw.h396 &Iceley ,Qaad T,ee4CT 585 11/I/SC��LA�EDUS DETA/LS of
CirY Ev N EQ, ,PGE.,(/o. /859,9 Ben L. 41addo%na, PCE /2545 Luis Ob/s,00, Ca/if0r�iaJ 9340/ SCa/e As ,Uofed ,� -5