HomeMy Public PortalAboutWest 20th Avenue Street Improvements and Assessment Diagramc POLO s?0,
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20 TH AVENUE
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23 RD
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W VILLA
AVENUE PARK ` \
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KEY MAP
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FOR
DIAGRAM OF ASSESSMENT D/STR/CT
AND GENERAL PLAN OF WORK
WEST 20TH AVENUE, ET AL
RESOLUTION OF /LATENT/ON NO. 49-4A
SAN MA TEO, CALIFORNIA
SCALE /"= 400' MARCH, /949
SHEET I OF 4 SHEETS
MICRO,
r;: E) 1966
3i
//a.7 CQ-s'e - 2
Dr3rYer"' - /2
eel --
(boundary of Asss
93 The Freslde
2 o' \
C arm}. TyPi'A' Curlt�r-2y' Anchor t A,'e.! Ea2'.Zp` Sevtt.tPkrfKit or
(5 Overhany EA en Guff a:
X11 ` 1L /T7.99
A
/ S.Oo'
4'47°.s'O E
Parcel 2
\ d
\
S "
"
3 o \\ `\
! r2 VS -0 ,f3 � \ \\\
9
Dee;v may- 'Riy>eW01(Drivew ocr
Pare, nee' Er/stP.M O.rrewtr�-
3
20th�foexB reP.se.
for uYuie .. e.
Exis 0114.7 r"f° root°✓e3/
r
Irep,76vAwed
Const.T4pCK Curb,
Gut« and 9.d<walk.
SO'.
79.26'
rood Si Sin.
12
/01
62
13
/10.9V
„t
96
11
11
tl
11
It
'11
11
ti
LEGEND
Ji w/P E/Pcta/ker To Be
Corfrac tea!
-.--•--.— Con ftru£ / /iz" Co/feu/1e
Dou6/e C onduefor Coey/e.
O Power Po% fo he Mopes!
Cons/tact ,..filePeijiiis
Con.th-act Mona,'emit
Frw e ov r. Se'e
De'la/TJ' Pet 7
Corr),.S/oerio/Cotc4Sarin
See Detoi/S4ev/
E4'/Jhifpfl Box Coker/
Sfer7�,s SPis er Pee.
CERTIFICATE
I, William J. O'Farrell, City Clerk of the City of San Mateo
and ex -officio Clerk of the Council thereof, certify that the within
diagram of the Ass ssment District described in the Resol ion of
intention No.49-444 passed by sold council titMe 6==e 1949
was prepared by the City Engineer a ddull ,gproved by its said
council at its regular meeting held cJ/y -' /949 witness my
hand and Official Seal this 6 day of atly /949.
dupe 23tyl
/949
D/AGRAM RECORDED C/T L ER'K
SUPT. of STREETS
0
DIAGRAM OF ASSESSMENT DISTRICT
AND GENERAL PLAN OF WORK
WEST 20TH AVENUE, ET AL
SAN MATEO, CALIFORNIA
MARCH, 1949 SCALE I"= 100'
cyz2�l�t% ����C.lrkat�/f
CITY ENGINEER
SHEET 2 of 4 SHEETS
"
S 0
N 7 / 0 1 3
S o o
B E k t ? E
S O I S O
N . 7 / � 2 3 ' 2 0 " E
, r 7 ' 2 ' ) ( 2 0 A n c h o r E t a : m e n {
0 ' E 6 R /
1 4 f Z p e e v + s /
4 / 7 / x 2 9 ' 5
8 . 0 7
P a r c e l A
/ 6 / . 9 1
E l l
P o l o R e i d
C o n s t . T y p Q A ` c u r b . . 0 5 ' o r e r h g n 9 E a s e m e n i
G u t t e r a n d 5 : l e r r a k . - ! ? 3 . 9 . 3 - - - - - 7 ' i ` . .
_ 2 8 6 , 0 6 ' _
N . 7 / 0 2 3 ' 2 0 " E '
- 2 - 2 - n d -
2
E
f e e T o e s N , / � 2 S ' 2 0 " . '
a r s , 9 4 ' 5 6 . 9 7 5 6 . 9 7
m t v e r f S , y 4 . C O N s r / ��y 4 ' . 1 a 1 t e r . A
A . d - t b e . . . � . r y ��"
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/ s ' 0 '
D
/ S S 1 6 ' N
C o h r . / . 9 - 9 Z o 1 . r s o / r
B o u n d a r y o f A s s e s s m e n t D �%s i - r t c i
- i 1 5
T o L 4 , u A r e v o % . s B i i o i l e P o
" P e s o t o . 4 6 e , N 1 t " 3 o ' E
1 0 ' E l / 5 2 . 7 0 ' 5 4 . 3 0 .
! ' o n t f 3 - 6 " L o f a k r o % f
R e m o v e E x i J f i n p
O r o i n r f a p e r c r e p . . 4 0 / o / 6 9
N o . � ` . $ o . i S i d e
s 7 0 � i 1 ' 4 0 ' W .
/ 3 0 . 8
V E t " " ' , , - - - -
/ 0 0 '
/ 0 0 '
"
"
"
S , w , t } I V _ C u r G u t ��e G
"
5 ' O v e r h a n y E a s c r n e 4
e S f O O P
4 3 . Z S ' / 4 o . 6 5 ' I 6 5 9 3 ' 6 s 3 1 '
S O S o ' ! S - o ' S O $ 0
0 0
/ 0 0 '
9
8
7
S U B .
. P 0 7 '
- q " C Q f P r A / r
A ' l o v e 2 7 . e
L A N D S
S - 0 ' I S O
I
B o u n d a r y o f A s s e s s m e n t D + s ��r l c f
� n
O i r r a w o
S o '
"
k
h
y i
i y
` 0
S H E E T 3 o f 4 S H E E T S
B ' ��' C P f e v e r
g a " P U s e .
"
"
-.e
et
\
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Cons/. 6'Zef
.CCfr Fufvre
dse-o/u9 Eod.
\
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Ooesf /47/ Coo tdr,
elder fa ISM
--L---- ice— 1
`sb" - ss,
4r6. Cons4- 8
ConsAiryPe R
Gutter, 4, e
74°-.3040 E
BERESm
..249 OD
/1!73'0.90
200.04'
-.55.70-
ens
•66- -
134.99'
Bound°
Cons/ 2-4•Xs4
Thee
44d.r.daNafk. a
-
--- /DO' ---
y7ped0'40„
/00
- - - BOO - - -
i✓ewe
f• Type -
fire
be
74 =
yd. ea
✓ee, a
s7� or "W
- - - -ADO:- - - -
SD" I 5750" -SZ.imr
C0,151.46 %1•1 f,
/OO'- - - -
62°4771
o310`E
xis . 9 ;,51gwer
24549'
.3?) SO i NS023fo' E
e'w /41:‘,59.
ACKSON
Parcel A
SHEET 4
I52.7o
Remo�'e Ex'r/479 60' Coac. Deep
i e/%y GSM,- ar2G £dire 2 ,Poo/
Dro/ns fo flee/ to//er Grade.
oo
v
W
0
0
N
ISn Q
•
N 74° 30`40 E N
reaTobdpaved t ,
to
O go ti
gst
L E 'al
(I) Q. I—
'sl• u
45.0
40.00-
35.00-
30.00-
25.00-
In
N
Polo Field
{' 5' Overhang Easement
54.30
,eemode Lothi2y doJ
/2 C.r PPP
21
V
O v
a ,o
o N
+4
N
North P. L.
Cons+. 6"I Lateral
I Remote EXir/iny 70"
Ft
V
O
0
U,
O
South P.L.
3
06
N
--Rise'? POLE
65.33
Remo✓e ,Exishity
into( /2"C. N/P4pe.
65.32.
eemo%,Exi.Miag 4porar.
65"0/ Coot. Curb.
�Pemo✓e Exis/%?y 84'
of ifone
H-55 4I
207.00
eemo✓e Exls/rq /SO"
of /S"/roq
Const. G- 4" Laterals
Re
Co.
WEST 2
North Curb Grade
$ ‘5qfLi far
20
tO
0
0
N
+
Di
19
Const. Manhole
\ 18+84.50
F. L. 30.88
O
O
o
18
70'0{'
a' Su//er.
t
40
2Trees To be. Removed
0th"' AVENUE
N
C% e
�N
+LI
NN
of Ki
I-? En710 1
V
{ Al -1
in
F. L.2717+05. 24
200'v.C. (South Curb)
0
7
Itt
N
CO
o^
N
M
17
U
W
o
41
O
0
2
0 tT
+2
y0
01-, 30.00
U
m
0
O
In
625.00
r.
v
oN
in
N0
Ci
O N 0
D.:
O N
,p
.0 01
— N
15
5' Overhang Easement
Cons+. 3- 4" Laterals
,Pemo/e Exirf/may
of /en C/%Prve
100'V.C.
North Curb)
N
w
10
2 x 20' Anchor
The Fireside -VI % Easement.
1- i'"
2-"1 Z f—I
\
i
o
�i� � .'I i N
I.
Existing Center Line,
+ 04
South Curb Grade. 143
✓ -Saa;•C y- ici-el
14
N
12
0
0
N'.
N
m
0
O ,
.0 11
n
tee I 1011
V I I
N
o l I 12+88
a:I I F.L.I .86
I
I
U
o
7
Oy
in
13
4
3
ooar Parcel a x 20 ix
2 :,171",\-1,:\-\‘‘,..0: (Anchor Easement . >e2
io
60' . . . . .. .-1\ _,4'29----t---Rive
66- \'-40.7
�V ✓3 xa). 'I/x/`
is
S 1
South P. L.
• 40.89/(Sa)
to
tai
N
Existkc3 Center Line.
-12-
- 35.00
- 30.0
25.00
Existin
O
0_
rn
73.48
x
B
c?3B.93t\
\Existing 6
`f 5ewet „
.
•
0/U)
1.P.
Existing Box
Culvert and Storm
Sewer Pipe
Cons+. Special Catch Basin
See De tai I. Shee+ 5.
C
•
CAUT ION ,
Telephone Company Manhole
and underground condui}.
v V. E.C.
CITY 1041311411WIR
Sheet I of 5 Sheets
DRAWN E. L. C. Lilco t
DAtc MARCH 1949
DRAWINti MDr
2-I3-6
20.00
-i.%'2 Care - .:
Pi -owe,- - /3
Shee
Cap End of Conduit
/or. {afore Use
End otCurb 30 74/702
and 5ide`va/k 57.3
2:Y2d4nchov^Easeme/
N. 74°30'40"E.
Feather oaf to meet
existing pavement
Cons CI! 0. P. Sehier
for v/arc Use PlogEnd
GCvarhang Easement z
I
55.00
i
I
2x 20 Anchor
Posemen!
mama
ons/Monhgle FL.52.4o j, N, 74'3o'o"E.
o77:11-51F.IsewerboMn7iak
2
3
4
5
6
5'Overhang Easerent
Consf Type A Curb, GuWeret So'e /va/k
--Jo-------50--- ----5o
Consf G" VCR Sewer �aosa
for Future Use-P/vy End
50.00
35.00
(54.85) I 52
1900
52
r -_' ' w \9157.89 1
,'� '57.28 I Gol75f Tye A"Curb
043/.22\fndof Garb Gaffer t sidewalk
57,581 Cohere Sideiv'a/k
IA Z<3 IBs,
�� I
n I�
GenstMcnho/e
29177
FL. 52.9a vri
0
1.
g3
29
IC
28,9<'
FL, 5/. 00 _
Z
2
CD
Q
cc
Limit
of work
/00
Tree To Be Removed
3
/00
Consf Type A
Curb el, Gutter
2
WEST
Nor/h PL
Curb
tti
N1.0 k5
AVENUE
-
_N
N 26
Zi
0X4?4,0
kg CP
60
N. 74°30'40"E.
End of Ref u Se at 5PURAWAY DR.
CHUKKER cr and GYMKHAN4 RO.
will have 4' Sidewalks.
I
6x
t)e
• S'O verhangEasemenf R,
Camel TypeA"Curb,,GuiferrSS&wcJ4"
--85 ---------85-
�' Area , o b cP d ave
I\
/00
Cons/ 6"Lafera/j
20TH
1 --
-
( ro
`"" Tht-
h N
200' V.G. NORTH CURB
1-
I
--4
VROPPmv
CC
50—
L/inif
of Work
/00
Remove Exis/ling240'
or /2"Storm Oran
2
south Curb
North PL.
24-1 85
FL. 43.04
N
Gonst Type A"Curb,
Gutter e 5 "o%Wa/k. 28
�J coast Type A'Curb,5 Suffer /00
of CobblestoneCurb
It
Q0
3 G Overhang Easemen t
cr
U
0
N
0
•
bh
P/uc Eng'
Cons -y:8" e" K P, sewer
Pot- Future Use
onsf .S'f Sign
ft"%tgo
D•, 0 0
0
ItD
LEGEND
Single Electrolier to
be Constructed.
Construct I%2' Conduit and
} Double Conductor Cable.
Go Power Pole to be Moved.
Construct Street Sign.
Construct Monument Frame
and Cover. See Detail Sheet 5.
DATUM
City of San Mateo Datum is Mean High Tide of San
Francisco Boy Elevation 0.00' and All Elevations
Shown are in Feet and Decimals of Feet Therefrom.
Grades Shall be on Straight Lines Between Elevations Shown.
4-_
-t
60.00
IN
.__
0
J Lk!
II
in
.00
0
4 -
ict
0 h -
south PL. _ qi tk
Existing Center Line ` 1 _ 1
Ci'1. Q
f2 -
e
c. /,� J
North Curb ... _
Grade
a0
0
�-
o
-t
S.
50.00
45.00
PLAN AND PROFILE
STREET IMPROVEMENTS --
WEST 20T" AVENUE, ET AL_._.
WEST 20TH AVENUE
From El Comino Real to Alameda Drive
SAN MATED, C? L3F.
RESOLUTION OF INTENTIO€- NO.
49-4
Hon l"=40'
SCALE
Vert
BOOK NO.
SURVEY BY V.E.C.
APPROVED
CITY ENGINEER
DRAWN BY W. S. CHK. BY M. H.
DATE March, 1949
PLAN CASE
2
DRAWER
13
SHEET
V
PLATE 'W - PLAN. -PROFILE 0. P. P.R. S R. E. srAMGAAD
KEURFE.L I ESSER CO., NEW YOM _
A & E Oo. Nrx..94a-lt
Sheet 2 of 5 Sheets
V
\ V
\ e
\ p
F\ a
t,e:\ O
3
\
V'
¢\� G
41/4s -V
c;�9\
Ps\
\\
0411
\
•
S
•
•
0
:44
P
IOA940 10B
10
GQ. BO. \
�. \
Cons, 2-4\Lalera/s.
8+66.00 '1
I.P. Mon. \
55.10
U
N
-91.61 -
1/4
to
1:40-
-C
0
3
-11/4
0 -D
Az
10c
Cons/. Type 'q "Carb,
Cutfer� and Sidewa/K.
Begin J"derva/.e.
GG'
---GO =--
I
Const.2-4 Laterals
CI
JI
V
EI
5I
I
w�5 pat.
I
I
Electotier
1
O
0
4 -
Conduit
1/49
V N
ea 1/49
1Li
co
8
r-
r -
N
4-
3
19
1/49
+75.00
+70.00
•65.00
DB
8
0.5
0
z
coto
Consi Type A Curb
and Gutter.
End of !2.
C- 6",Later /.
P. E .
-10
Dc
5' - A" 25 -
RUE.
5 1
Conc.Drive To Be Broken Out.
Cons To Back of, Sidewalk.
CP
Note.
Driveway Openings To 0e
Determined By The Engineer.
II
Const.6' Lateral
100 -53.74 ---- --------100-
7
TWENTY
iter and Sidewalk
t 12'
A 3" ,C.V`%arin Surface
4 o v'pP ,: •. 5.3 G>• v o. e• ours
AA a•V J A. .O•oA•�•p�C[�ob`a � �o d�fp-et" V A. • b2 ccc'j-J OICLG a
40
3o
24'
0
0
RD CI
n,.1/4 0
U
>;
In
U
11.1
5 Crusher- Run Base
3" Compacted Crusher -Run Base
Fire Ht drant To
e ..
/
44' Tree To be Removed
Consi. Type A Curb,
nurser, and Sidewalk.
A
Hedge
onA 2-4
B
SECOND
,e
5
Conc. Curb, G.: -Are; and Sldewally'
-
51 P
a.�e[Prti�s fin:
c
4_' Crown
•
Note
No Sidewalk from Station
0,453 to Station 7+88.80.
+ 1
41) I ly
IC
a
0
12
O
dog fence
aterats
B
3' Compacted Crusher Run Base.
rPorVerPo/e.
TYPICAL SECTION 22nd AVENUE
From Stratford Way To Alameda De Las Pulgas (Except
7
Scale IioRZ.I"=
VERT.I"=2'
Curb Grade
Z �
O 0
- 0
'-9
II
II
II
II
0
to
19
6
O N
+gott
C`
as
6t0Curb Grade
�vsfi -_
exist/ (s)Co.. n9 Ceni
h9 •
8,'`See Grade �60/(Si
Noted)
5
4
II
11
II
1 I
I I
I 1
1 1
I I
remove Exeshnce
North p_o
r i9 Line
13
5 Pt.). E.
Overhang Easement 0,
Const.TypeAr' CurbN�
and Gutter.
EXIsfIn9�CS. a�\
Stg2 -co
3734
1/4
14
Woven Wire Fence
00'
Nearest Steel Fence 'aist To
be Moved Soulh To Allow
ENUE
Eleciolier
'a Ive Box
Be Moved To Allow
Meet Ekisii\i4itYork ai Sta. 0+53
Using asTransition From Type ../X'
Sidewalk
TYPICAL SECTION TYPE "A" CURB, GUTTER,AND SIDEWALK
AND
POSITION OF ELECTOLIER AND BASE
Scale In= +70.00
A-4
Mon.
22.51
Exisling_CB. and 12 5.5.2
23-19 Existing Twee; Curb,Gutter and Sidewalk
Woven Wire
3
ence
IReplacing Pavement. After Laying
'Conduit P1/4cros the Intersecsirton
lof 22nd. Ave. nd Stratford Way
Will be Conti ered as Rxri-of the
bid Price For ConciUrt.
"-Curb Grade
°I;() 00:1272:8..e122)..C:
0
en
Cis
tsi
3
ou
in
0
ti
y Line
er
Oi
ts
/.84,0402
ob
no
2
+65.00
+60.00
+55.00
+50.00
+45.00
Replace Pavement With
Concrete and 2..A.C.5urface.
Section Through
Legend
JAL Single ElecioVier
't( be Constructed.
0
Construct Conduj and
uoubie Conductor Cable.
Power Pole To be Moved
Construct- Street( Sign
Frame and Cover. See
Deitn Sheet. 5.
DATUM
City ot San Mateo Datum is Mean High Tide of San
Francisco Bay, Elevation 0.00' and All Elevations
Shown are in Feet and Decimals of Feet Therefrom.
Grades Shall be on Straight Lines Between Elevations
Shown.
PLAN AND POCWILIC
STREET' IMPROVEMENTS
+40.0 WEST 20TH AVENUE, ET AL
22"D AVENUE
From Stratford Way to Alameda De Las Pelvis
.49k. r1f41.17/4113
0 Sheet 3 of 5 Sheets
SIP
//0
25.00-
35.00-
30.00-
20.00-
U
II
40.00
hl
II
II
35.0at
eN
I
fo Sewer _ _
Exi9kin�j_ -
30.00
Iwm. F.L.3o.94
•ct
w
I0
CO, .E)
1711
�rrl N
y 1 Ir 1 o
yl 11 1 Oc
100
Arb.I
9+89 N
F.L.2o.21
9
14
0
C kefa\.
oe•
g
s_4/. AZ
36 %9e''9
(Et
•
9
8
I4
89.18
0
1
Exist nq 27'
Conc. P "pe
Arb2
2004‘,/.C. West
Const.4 Lateral
54.18
110.88
`EXistin5 r ItGone• ipe- -w
In co
��.,� 0 Iii 4-
co (lap N N N N,
CO
u 200'VC. East
1.P. Mon.! /
G
/
9
8
Remove Exist-Ins/3G' C.M.P and
Cons}. 21w6'-4'box/Culver + and 1lieadwall.
0.65 „' G For Deta, I . Si* Sheet 5.
54.18 (� 42.34 i/ /' 109.39 I 65.15
9
a
L
37.28 /2.6,0t
Existing 31+i3.��1.22
Box Cu1Jery.
i 6
68. I
Connect To Eststin5
3'x3" Box Culvert.
.40
ISkBEI L E,
P.I. - 24.008
C,ocek• -Cyr A
rb�
\ker.
K
A-1
Pr?. �y
1` 1
Exiskincc Center I.
O
est .
tic_
w
i E as} P.L.
ne
to
mon
m
vein tr)
m
East
10
l40
4
3
5o
z
' \-Area To 6e Pavea
Cons+. TypeA Curb, GOster and S
50
/
6
26.-
2,5.p4 4+50A
Cpngk. C'\' % e
\kret 5 For,
50
50
41/5.97
7,5
o tor
6eCMpsW h48��R.C.c,
F
7
0
55.6 v. 55.63' / 54.25
Cons+. Tjpe/ A Cur b, puler and S
50
e
AVENUE
STRATFORD WAY
100 V.C.
U
-0
V �
West PL.'9
.a
C
1501V C.
4- 100"V.C.
an
N
m Curb Grade.
.G
4+21.3
Cone. Cofth
Basin
5to1
F. L.34.85
.r
O
0
'a•
,
y -- ---4-Z9-5
Cons}. Cateh
Basin
CO 1
5
A
ti
5O
/
/
/ 54.25
< dewalk'�'
/
78.25
5 4. 25
5
L000/e C/4-47
41wave F • 'P�c.� urG. Sof
of!Dareec -9 x627 Gaff.
50,08
Type 5p•08
CI rb' Guifer and SO•os
sidewalk.
F L, 36.13
;+"-Replace 5o"of 36"C.M.Rand Connect
to Old Pipe at Property Line.
F.L. 32.21
4434.4
4
3
West P. L.
East PL.
Curb Grade
4
e0
O
Existin5 Center Line.
2 I
I
/ eams+ 2-4'Laterals
15-k 65.10 /to;
,°
/
,1°
97.65
Fir Hydrant ToeeM
50' 9 eve 71.75'
Const. 4 Lateral o�b0° .'t •mac
9) -t --
o
aj.
%j2
remove Exisfiny
S/one Afanu/7ie/1 f
0
6 'C
0
'4.
0
a
4
V
0
•
5.
E° ve"han
9
ement
j.5•• 29,
0o
a w
or 01 A
Oi
<'D9d
KEN
-40.00
-35.00
-30.00
'
a.
/_
cn
iT
N41°2650"W
zo -Y
TV
N
I\ 2' X26 Anchor
Easement
Overhang
Easement
1
-35.00
DATUM
City of San Mateo Datum is Mean High Tide of San
Francisco Bay, Elevation 0.001 and All Elevations
Shown are in Feet and Decimals of Feet Therefrom.
Grades Shall be on Straight Lines Between Elevations
Shown.
PLAN AND PROFILE
STREET IMPROVEMENTS
WEST 20T" BELLE AVENUEAL
From West 20th Avenue to 22nd Avenue
STRATFaRD WAY
From West 20th Avenue to 22nd Avenue
RESOLUTION OF INTENTION NO. 49-4
'i •ca* MG I "inlav E.L.C.
c._.-•_M.{i.
"I" Vert=i =4"=4'' I
Vert = jsay .E. C. I?^�ie MARCH 1949 _;
xwearn o��i�� ecta
�
CCTV Pi N*$Nia!!
Sheet 4 of 5 Sheets
3" Compacted
Crusher -Run Base
Electolier Base
C-Nofe From Sta. 17+68.50 To Alameda Lane(Except as Noted)
No Sidewa/K From S/al/on 2/#35.63 /o S'fafion Scale= VERT. I"=2'
23#6D.63 and From Station 26#6D.63 fo S/ation 28,io.4a
-4--E lett° lier
nil- 0,5
•4- 5 r
-Conduit
GO
36
30
G.5
SIC
e %a'
5
•p P 9.. ?'a..
Conc. Curb, Gutter
and Sidewalk A
r
0
0
a
Con
e Curb, Gutter
and Side alk
4
40
30'
29"
28,"
vo
40"
SECTION A -A
Scale4."=I'
AnSte> I. be we
farther at the
L. Foor centers of
the creme.
\ 3" Compacted
Crusher -Run Base
5
•-- "a •er I /rte\
Concrete Curb, •4
.o,,a''''
Gutter and SidawalR
Conduit
Electolier Base
o;
k 12"R. C.C.P.
+ B.
3.4 c
a=:411
roo
my:o
%
N
- 24
L 3Y+...3'• x%i os .J d leo
•S1 l`-- 30-
GRATING FRAME
scale/i.1'
cvv lh?
Tuna. -
III
Aha 4 4 •:
4A," :
Concreti rat- Ill an- Iif 'I. P;'pe Monument To Be.
56.11 Engineer.
MONUMENyT TYPICAL
FRAME IAND COVER
Typical Section West 20th Avenue
GO
36
30
5
Conc. Cur
Slope
-40
3" Compacted
Crusher -Run Base
6.5
Gutter and Sid
erl'
Conduit
gR o
3" Compacted ,
Crusher -Run Base
Typical Section West 20th Avenue
ElectoFler
4-0.5
F 3 -
Cons +. 30' of 12"
4.0* f.P.•S e Sheet I.
5%
SPECIAL CATCHN
s„PLAN
N
e
.
�iri VBNdesl 7;;;
GRATING DETAIL
-g---EnterprIse Foundry Salle '/i-r
Frame and Cover
�I
'I
T
From El Camino Real Tq �Sto.17t68.50
Scale _HORZ. I'= 5
VERT. I"=2'
GO
- 30 --
24
3" p c.YY/ear' 4 Surface
12
4' Crown
0.5
.b. Q�rr 4;�.Qo:o.Uabq o:0�:4SQ)9'9'0'
SJ'QtaO: F.l�'.,;'p J(Jei "p. P. '
5" Compacted Crusher-Runbase os� '
3" Compacted
Crusher -Run Base
Typical Section Isabelle Avenue
From West 20th Avenue To 22nd Avenue
Scale HORZ.I
VERT, I"=2'
CORNER r
DETAIL of 'H Is%. ?.,15,GRATING FRAME ,, ; E
i _ _ .A
Wiz!
T9ggy,
D
ce h'
i A.
CAST IRON SPREADER
Scale 1"•4'
4-1%11 I.-rn,4.
Mos
2 N0t5 on eacheM.
BOLT
Scaler'• 4-
Curb Return
No. 5 -Sol, or equal.
m
n
CURB RETURN
Scale=l" =5'
✓
E- - 5
Position of
Condui t
Concrete
Elee.iolierBase
Conc. Cur
Llec.Ichcl'
Slope 2 I On Cut
fi
Slope 2'I
'Electolier Base
9.5
, Gutter and Sidewalk
510.4'4
3" Compacted
Crusher -Run Base
{Power Pole
n Cut
5
-r
-3
15
50
36
30
Electolier
Surface
15 ►
Type"A'=Conc. Curb and &
Slope /q per I 3' A,C. VJeann
P e• :'
A .
�. : '•`o'o a .a. ' p •� ,y. /� eQ• .
'k.iGy; �. i'1":dopo'..G'\•e a o.A . a'oeJ'4�,4.gp'o'o�.Q i%i.: ' .O ,' .�)' . ,. . aJ oo...go. a.: �.. • b'.m. e, a.
a'. bt q.. q:e. e.. • oQo.e.4 .:o':o '.0.�6e c:Ll• d o. 'a e'e.,
T e,.A.,- 4'.6.;. °'441b'a .p?.4S q•4.4•.'J:O.e. \�4q C?'Q:o,a ..P'.aR
Cnc. Curb, Gutter ° ' <S. • : o
Ty '"; -b. X�� �°4`�� 5" Compacted Crusher -Run Base �'�O
and Sidewalk' Cru�hCr ch n rCaseINCLUDfD IN THIS CONTRA & �ncw.
Typical Section Alameda Drive
y..
0.5 -4-
3
)ti er
65 -r
V
J
S..
0-
0
Type"A'-Cone. Curb, Gutter,
and Sidewalk'Conekti
Power Pole
Slope 2:I On Cut
Power Pole,
in
Electolier base
Elect oiler
Scale LHORZ. I"=5'
VERT. I"=2'
50
50
24
Surface
5" Compacted Crusher -Run Base
w
3" Compacted
Crusher- Run base
Typical Section Stratford Way
From West 20th Avenue To 22nd Avenue
SCa Ie=HORZ.I"=5'
VERT. I"=2'
3' 3"
3' Compacied
Crusher -Run Base
Anchor BoI
Concrete Elec-toiler Base -►
Posttton of Conduit
Electolier No. 6400-'R6.
SG"
3'
5,.
51opeY4 P
3" Compacted
Crusher- Run Base
5'9"
N
•
Slope I''/z: I On Cut
Electolier Base.
Slope 2: I on Cut
Power Poled
CauiK and Grow/
Exis/in9 Pipet'j/o
/Yew Pipe.
Curb Grade
3" Compacted
Crusher -Run Base
Mote.
Cone. Eleciolier Base Shall Be
2'6'x2=6" PlacedWiih Conc. Curb,
Gutter and Sidewalk.
Curb Grade. ,
4
- 4:0"
1-1-34BDia-iP.GC.O,
#072 Cobs/run' Caleb
Basin{ as Shown on
Sheet 4, on 48 Dies- P4'e.
Batfer l • to la
SECTION TYPE 'H' CUR B,GUTTER,AND SIDEWALK
AND
POSITION OF ELECTOLIER AND BASE
FOR FURTHER DETAILS SEE DWG. NO. 109 IN SPECS.
bat ler I•' tole"
3" Compacted Crusher -Run Base
11oie.
Eleciolier Base Shall Be Placed
With Conc. Curb and Gutter.
TYPICAL SECTION TYPE 'N" CURB AND GUTTER
AND
POSITION OF ELECTOLIER AND BASE
Scale= In= It
Scale = lit = lt
3" Compacted
Crusher -gun Base
-1 3" Compacted
Crusher -gun Base
TYPICAL DRIVEWAY SECTION
TO BE INSTALLED AS REQUIRED
Scale Il'= I'
4'6"
See/ on 4-A
Sea/e : /'= 4=0"
5.r
z-0 ear
.Pear Face.
I
ce eieVoe
.Pear Face.
I I i
tat 411t-t-Iti-M4i
414-1-11-1-6#1
fee face
i"0 Bon
:1
z"¢ e/D ./0e.
Rear Face.
en
TD" I -- 7 0 4'0" - 4=0 .-I
A 1"¢ Bars (Same Spacing as
rerf. gars in Rear Face)
DETAIL OF HEADWALL a CULVERT
STRATFORD WAY 0
Scale: l'=4'-0"
4
0
IJote:
I" Chamfer On NI
\ elble Ed5c5.
""
z rV' e /d"C.the.-Sa.h
frays Fran/ Face.
4
,€ , 32.E/
en
On BoxCulvert headwall
12-c.to C. Bothwags.
F.L,Z3.40
,1
-1
R411 To Be COA
Section 13-15
Sca I e= None
reis
Begin TrCtl'til 41.64 of
'ff6=413ov Culvert into (-.1
[sties .V431-50x-cuWertj
from end of exIsit
eon Cult/srt.
/ 'Broken of, exis ;ling
box euivet1 for 0ie
I- 7i-cans/Wan.
"Curb Oracle
4.))4NetarIbilanOc/cM1118ocrc
Flow Line.
Se Cons+.
I+1 rt
44i 6, 4. 8"
1-1.;:-.1-414t. WC'.
•
no
DETAIL OF BOX CULVERT AND
HEADWALL ON ISABELLE AVE.
Bailer to la"
Scale : None.
DETAIL SHEET
WEST 20TH AVENUE., ET AL
WEST 20TH AVE ALAMtDA DRIVE
ISABELLE AVE.,EN STRATFORD WA/
RESOLUTION OF INTENTION NO. 49-4
SCALE: As Show
PLAN CAS -E
SHEET 5 OF 5 SHEETS