HomeMy Public PortalAboutPeninsula Avenue Street Improvement5 5
25
22
Remove Exis/. C.5.
/2// cavity with Sand
Plug 8 " Pipe
Exist Cutter F.L.
No. Claremont 5/,
2/
/9
/7
r)
Ci
K
w
h
5
CLARENDON RD.
/VOT 4 P127 OF Th'/5' CON TPACT
P E N/N 5 (./ L 4 R
7
,remove Tree
R=/0'
L•/5,7/
N
o<
52
its
0h
=
: 30°00'
R= 20.8G' l
d
L J(
= /5, 63'
/00. 6B'
E xpandeo' Profile
2.201;1.....51.421
Expended Ret. Q
u
CJ
to
W
LI
--------�—L
II
44'
- 0. 4/5 ;
11 eemgve
Exist C.3.
I
N.
N 48 ° SO'E
Cons/ Manho/e
5/o. 77'65 '
•
•
O
4)
R• 29.86' —Q
2x L.= 31,26' n
Expanded ,fe/5,
V
O
V
N
/nsfo// /5" RCP
2
0
W
CO
N
h
n
20' V.C.
PV/ 7/58
5/. 20.84
8
Femove eJu /C../3.
and exist 8"
drain pipe.
Remove axis/, Conc curh gutter 5 sidewa/k
c- -r -mom — -
-�— - -
/nstol/ 20' -/5"RCP• Cic551t Encase in conc.
Cons', C.a.
5/g. 7=455
VJ
/Cons/ cone. curb, gutter & .sidewalk.
50' 50
5
S T U D/ 0
5ca/e : / 2o'
ExiSt /'cvf
0
¢ 0,
4
hJ
TR4CT N0. 2
\Top cone, walk @ B/dg.
0
Top Carb
Exist. Gu//er F.L.
Exist /2"RCPs
PROFILE
9co/e:
HoriZ. /":20'
Vert /"
t
CO
N W
4J
20' V. C,
PV/ 8t80. -
Et 2/. 33
9
R
d r: 50°00'
L = /5.63'
5
0
40
o2
/Of OOIPEN/NSUL AR
0 t OOt`N0. DELAWARE
/175.1101/ es' - C/a s s ff
/5" RCP encased in con c.
t)
w
n
NI Remove
Tree
R. /5'
G 90°06'00" 1
` 1... 25.53'
l' LAN
8/. 82'
Expanded i'rnfi/e
,e= 20. eG'
2xL= 3/.26'
Expd. Re/s,
•
PC
W
T-!!
o — O. 400
6
0
24.07'
O
K
R=/5'
L • 23.5%'
Expd. Ref.
20'vc
7,v, 9054, 9%
El, el 02
N
N
14,1
5x,.5/ M,H
N
/9
is
Cons/. Conc. founda/ion, 3
wi/h condo/it ho/1.1 and " k 4 V E/V U E
No.6 fro///)ox for /Were 0
1 /q01 5/d, /'o%. (Marbe/i/e
'560664/5). See Detoi7
on Sheet No. 2
26'
22
2/
20
/9
/8
/7
R°8
ht /2.55'
/8"Conc. Cent /o be removed by C15,
R=e9 54'
=/8.55'
Service
Cons, Type A' Conc.carb,2qut/er &sidewa/k
N4B° 5O' E
II
/175/0// /Co' • /d ".e'p -C/as51ir
encased in concrete.
ID
N
�B------- —___
S
-060O_f�
ins/a// /2'-`-2"Condo;/.
Lc)
0 Q0
I
/32.03'
L
5
Exist. Sian 51d.
to remain.
5/a/ion
/00 ' Verfica/ Curve
P V / 5/a. /1100 ; E/ 20.50
Top Curb
ti
Top GrouPayrnk/ 50'x'/,
or ,
Expanded Curb Return °
CONTRACT
DRAWING
PRINTS NOT BEARING THIS STAMP ARE,
OBSOLETE FOR CONTRACT PURPOSES
See Sheet NO. 4 for Genera/ Notes
Typical Sec//ons, Legend and
De/ai/3
DESCRIPTION
SCALE 1/5 5ho wn
1,25/01/ /5 "RCP
12
exist, C./3, m
and drain pipe.
5 5
P --
It
ii
5x/5f. Manhole
11-1
1=-= - -
II
N
Cans; Type 4' cone.
Curb &•Z'gu/ter.
5,O, /1080, Cons'', Cone,
foundation /ter Std, Dwg3-1-1/3
for future Lrgh / 5/d, (S%/y a)
See de/a// an sheet 2 for
temp. cover and anchor
bo/'se//ing arc/e.
Ex/sf /'av/.
•
22
2/
20
/V
/e
/7
N
5/0 //457 Cons/T'eG3'C.b,
REVISION
NO.
DRAWN CHECKED APPROVED DATE
BY BY BY
CITY OF SAN MATEO
/NPROVEMENT /'L4N
PEN/N5t/L42 AVENUE
CA IFORNIA
NORTH DELAWARE ST. TO NORTH HUM/30L DT 5T.
PROJECT 55-/0/
CHEC 1 erj:
Z-965.
RAFF/C ENG/NEEA�' � Q.47F
23/
BOOK NO.
RECOmmeNatr ir APPROVAL BY:
ASST. C/1�7ZAWNE Ref 40649
AWN BY , CHK. BY
Dgre
SURVEY BY
R. 0,
DATE
APPROVtG �- �. •'" Jar7,) / Y G 5
_—c--J PLAN CASE DRAWER
CITY ENGINEER'- DATE
517eef / of 41 Sheets
SHEET
/2
5
5
STANLEY
eemove exist C./3. 13
cavi/y with Sand
Plug exisf e' p/pe
5
5
P E N/A/ SW R
/4
in 5/1011 16. -15 C/assLf encneed in conc.
5
5/a. /3167 Cons/. ef3.
/Co
/5
/4
/3
N
r<
N
2-3d/z"rc.
Con s /. Type :4' Con c. Curb E Z • Gutter
Remove exist. C,P✓,
/9
/8
/00' leer//'c a/ Curve
/'V/ Sta. /2/64 ; 5/, /0.22
5
II
II
N
Le. ,4ncfor
No/e:
Provide siini/or temporary cover
over cone, foondo/%n for future
ire
c Sayna/ 5/d. Po/e a/ e. C,Q .
0'
L
Super 5 5/ore 3/dy.
P L t4 N
i
I1
5ca/e ; /"= 20'
/7
Top Curb
• -, 0
0
I l i
li
--- - - I II \ ��
Ni b.
6" Son, 5ew; -�
Top Ground .50' Rt,
Exist. Manhole
Ex is t
Storm
/°ROF/L E
m
N
5
/5
/V4650'50'4.
VoCTAGE'
g (Onderyr and /nsfa//m.
feemove ex/of C,/3,
Fi// cov,/y with sand
Plug e.ns/ B "pipe
—0
— —T
YJ
F
w
w
23" Dia. "sod Circ/e
Approx. /o ca/ion at
Z- 92"r,C, (/'ac,TeX /ns/a/th.)
v.
A VE/VUE
/6
t
/7
— — — — — _y-EK,s/ /8" S/or n Seaver
5
Ex's/ curb 6 gutter
4"
s
Remove exist. C./3.
covi/y w//h sand
Plug ex/3/. a" /2/22e
5
J8
W
1
,4p/. 5/d.q.
kr
/4
(4) anchor /3ocT5 (6o/v.)
3Co 'x 4"- "JO' bend wi/h to " of
fhreod. Provo de 5" /yp. prc j'ec//o%3
/3o//s 3ha// he go/v, a fier
threading. Encose the exposed
for/ion of bo//s with an approved
corrosive ?re/cc/dive rno/eria/
and/or o 5 d/ rec/ed by the /2
Engineer.
CONC, FOUNDATION DETAIL (FOR FUTURE LT. STD.)
No 5co/e
/8 ",PCP
5 e wer
5ca/C; Hor/z. /"= 20'
Yet/ /" : /,
Exist. Pov/,
LA
/Co
Exist.
II Remove
hr exist. C./3.
/0
/den/ice,/ Po/n/
/3
/2
O
/4
6
cf%
Top Curb
w
CItNTRAfT
DRAW
PRINIS NOT BEARING MIS STAMP AR(
OB(OCETE FOR CONTRACT PURPOSES
0
A2/
w
8"c1
/3u//ding
/0
0
REVISION
NO.
DESCRIPTION
DRAWN CHECKED APPROVED DATE
BY BY BY
CITY OF SAN MATEO
/ MPR O VEMENT PLAN
CALIFORNIA
PENINSULAR AVENUE
NORTH /DEL AWARE ST TO NO2/W HUM5OLDT 5T
PROJECT 55-10/
CHEC,,t^e�� BY/j: 4,7 �y
SCALE
T,PAPfele ENO/ M ER
As Shown
BOOK NO.
2 -9-6 S-
PATE
SURVEY BY
RECOM.NENDED FOR APO,PONAL Br
,datiyc f 2-9•h 5
ASST. C/.7" EN /NEE Are -moos PATE
23/ DRAWN BY TL. CHK. BY ‘16,
2.0
DATE
APPROV
C„AN6'fNEER
PLAN CASE
2 -/,f" -G5 3
DATE
5hee / 2 of 4 Sheets
DRAWER
SHEET
// /6
P E N/ N 5 L/ L A R
Remove exist C, a. /, 20
fill Cavity with Band
Plug &xis/ 6"p'oe i'e w
___ —�r-
m
ti
-
— _ _ _ _ — — — -- -- — — — — — — — — — — — — — — — — — — — — —
\
lY'-o/e.
Apt. /3/dg.
/3
/2
/1
/0
8
7
W II
o ills -Remove ex/51 C,/3.
st
Ih1
W
(r
5! hC
o v) V%)
° v 'I,.i&
Z it. `i
l9'-kL
tQg
s, rO
G G 4 -1141d
G
2/
N
Nd8°_9O'E
0
V/C TOE/A
Remove exist. C.5,
Fill Cavity with 5ond
Plug exist, 8"pipe.
-----4 - -
/9 V ENCE
faig. -04
22
4
23
24
In sit:// /5'- /5"RCP
C/a s5 17 encased in Cont.
s s 5 S
eemove exist conc. curb &s gutter a„ l0 914. ?9fe9, '5 Cons/ C. .S.
6
nfercep/ ex/51 /?"2Cl.'
Exist M,H.
/3
/2
•
n
N
y
OcN
//
P L A N
Top Curb
Top
Sco/e,' t" = 20'
f Ex i o% ,°a v/
/'V/ 20146 5/.7,62
PROFILE
Sco/e:
ti
/0
Ground 50' ,ef.
11
1•-2emcve exist C5.
EA -%5/. /B" see
Horn, /" .201
Per/ /" - /'
II
8
7
a
5
—Cons/ conc. Curb€gutter
deem ove ef- re/atole exis/ e/ec//-o//er
to E eEE.
/den//'ca/ /'oink
O
Ex/5/, m. // --Tit
(O
05
0
Top Curb
o. 53
Top Ground 50' C/.
CONTRACT
PRINTS NOT BEARING THIS STAMP ARE
OBSOLETE FOR teNTRACT PIIRPO'.
Ex/e% Pool
/O'
20' Vet/. Curve
/?V./. eta. o /3CR Et. 588
.5
s
£em4ve exist. C./3.
fill cavity with sand
F/vg exist. e"pipe,
20'
4 90°08'04'
L3/,46' C4
I
Q
Z
,e•20'2
L 8' 3/ 4G'
re& Conform /o eri5f, E/.
40'
crop -Ex is/. Of' Son, sew,
REVISION
NO.
DESCRIPTION
DRAWN CHECKED APPROVED DATE
BY BY BY
CITY OF SAN MATEO
//SPR O VEMENT /'L 4N
CALIFORNIA
,'EN/NSUL4R AYE.
A/ORTh' ,DELAWARE 5T, TO NORTH/ //IJMF 0L,OT 5T,
PROJECT 55-10/
CHECKED BY.
T,e tir/C EN6/NEER
FFCgO4IMEN/OEO FO.P ARRA"004.1 BY.'
L -9 -GS .�,/ #9V j .4.R.S
OA re ASST. C/TY /NEE "CE/I6A3 PATE
SCALE 45 5n o wn
BOOK NO. 231 DLAYVN BY T. L. CHK. BY f G,
SURVEY BY R. C. DATE Jan. /')&S
APPROV
PLAN CASE DRAWER
SHEET
z -/s 4— 3 // /6
CITY EN. - - DATE
Sheet 5sf' 4 Sheets
23'
23'
4Q'
7
/Exist. curb face
Dan Ma/to
Ex's/ curb face -L.
Top of ex/stpav/.
4" Cement Treated /3a5e
i=st"' 5/c. 7" d/. 60 /o Sfa, 8498.08
Ex/'sf, curb face
I
23'
4"Asphaltic. Conc.
L-�
42"Agg. 5ub /305e
42 Agy: Sub. 5a s e
5fa'. 67467,14 to 5t4, 7'//.94 Arid 9f27. 94 lo 5/a. 97454, 9/
-H
South RAV Lime
04.5"
0
Top of ex/sf Cont. sidewalk
Cut ex/5/ Cont. wa/k with
Conc. saw.as directed by engineer,
Ty/oe .4 con c, curb, ?gutter
and sidewalk
e"sand or 3" crushed rock
To o f exist conc. (9"27 -94 to 9,454.9/)
•
-Top exi s t norm' ('6746791 to 7t//. 94)
Conform to grade of ex/5f conc. wa/k
Cuf ex/5/ canc. wa/k with C0/7C. Saw
05 directed by the engineer,
Z" Sand or 3" crushed rock
Type 4' cone, curb 2'gu//er and side wale.
3'
Exis/ curb face
Exist. 52 ",4.
i Ex's f. 4 "FCC
W
J
38'
Top of exist, fiend,
flog with
5/4. /O /37 92 /0 5/a. // ' 7/
2 3'
32'
Exis/ curb face
4"Aspha/tic Concrete
Aspha/tic Con
4"Cem, 77-eafed /3ose
deli' Sub /3as e
55'
23'
Exi 5/ curb face
Note.' Agg. Sub /3ase shall be 0/ass 2 as stet fled
/n 5ecfiin 25 -Div. of itwy, State of Ca hi; Std, Spec/f, dated Ja/y, /S(c4.
Cement' Treated /3ase shall be Type /3 as s ec/i/)ed ,h Sicilian 25
/>,v, Hwy/ , , Slate of C'¢/, f .Sfd -5>o ecs. clot& Ja /4 /964.
TrI/CA2 C'R055 SECT/ONS
~ - (NO/PTIl CL A/PEMON T ST. TO NORTH DEL A W4 RE 57)
L EGEND
/5" 2 C P ('loss
BAs TM
a"
AvcPX,
Zgr
-GOT)
EX/5T/NG /MPROVEMENT S
lJ
ri
La
(/ass 'C Conc.
-
CO/VC ENCASEMENT DETAIL
No Scale
S
ass
JwM
sfr
eiwV
Conc. curb & gutter
Cont. curb, gutter sidewa/k
Manhole
Catch Basin
5 form sewer (Sire a5 shown)
Driveway
Sanitary Sewer
5/reel or traffic sign
Water m tier
Fire hyc/rant
wafer valve
Tree
E/e c trot, er
CO NTRAC
PRINTS NGT BEARING THIS STAN1 ARE
ORSOLETE FOR CONTRACT FURPOSFS
NEW /MPROVEMENT5
•
Sits?
T5F
Type ;4' Cony, curb Pgutler
Type 4' conc. curb, guffer C' sidewalk.
Manhole
Catch basin
/5"eCp (ClosSZY) 5/arm sewer
Commercial driveway
Conc. Foundation (For Future Lt 5fd,)
Cont. Founder%ion forFuture Traffic Std,)
(Type LA Div,Hwy, Specs. )
crP/5 "5 Pal/ /50/c Per 5/d .0wy, 3-/-/e7
2"
2" R/id Conduit
Exist 5t' A.C.
0
h
Q
Top of ex/a//pay/ —
52'
Exist Curb face Z
r
4" A.5pha/tic Connc',
4" Cerra, Treated /,3a5e
42 "Agg, 5ah /3ase
Sfa. // 7/ to 5/a. 23 71 59.95
TY/'/CAL C/POSS SECT/ON S
(1'vo1eTN DELAWARE ST. TO NORTH HUM.60LDT ST)
9'
5' J
2' �05
4,5'
N
c
- /,
—Type 4' Conc. curb,
2' gutter and
sidewalk .
Z'zand or 5"crushed rock
Qie
4" Con c, sidewalk
/3y Others _
Type A' Conc, curb
c 2 -gutter.
2"Sand or 3"Crushed rock
* Type .4' Conc. Corti and ggutter
ex/sf5 between Sfa. /5, 4O±
and 5/0. /87450E,
GENERAL NOTES
/ A// work shall be done /n earbrO/ nonce 1V/in the Standard S,oec/fiCations of the
City of San Mateo doted ✓an /562 and/or the S,oec/a/ Provis,ons..41/ available records
of the City f the utility companies involved have been investieated and a// known sub-
structures are shown hereon. /t shaft be the resoonsibi/ity of the contractor to prate
a// substructures whether shown hereon or no; and protect them from damage. The con-
tractor she// bear the total expense of repair or replacement ofsoio/ substructures dam-
aged 4, his opera/Jan / connect/an with the prosecution of this work
Z. fxistinq U/,/ y insta//a/loos in way of construction shat/ be moved aced/or relocated by
the respective Utility Co The contractor shot/coordinate AS opera/ins with the Utility
Companies involved
3. f/evations shown are based on CZy datum. Bench Nark: fast bob` Fire flydinnt ; flee.
nem (/oeninsu/or. f Oe/awarief.
4 1// underground u/;pities sha// be relocated and/or ins/a/led be%ore surfacing the street
5 The contractor :ha// ad ust o// manholes to finished grade °eon eom,a/e7 on of paring
A's,oha/tic concrete pavement an/y shall be used to pave around manholes.
6. The can/roc/or mos/ maintain a// tre/fth signs in an erect and readily discern/b/e position
and free from obstruction to the motorists' v/sion, and shall reset same /n the groper
position on comp/et/on of the work.
7 The finished surface of the roadway shaft conform to a un/form transition between sections
shown hereon and sections in place unless otherwise shown on Thep/ans.
8 Curb shall not be depressed unless a standard PCC driveway approach /s constructed
from the back of curb to the property /the, at locations where driveways do not exist at
award of contract.
9 At location where yarn' drains are to be constructed through the curb, a No. 5 reinforcing
bar, 2 /t tong shall be placed in the curb centered and lie" above the yard drain.
/O. Plug existtog pipe where specified with brick or concrete.
L ECEND - Ex/sr/Ma UTILITY UNOERGRooNo /N sr /v.
w
E
T
ri
LJ s,5
Gas P/e
wafer f-'/, e
E/ecfr/c l#9ondu;/ eondu/f
Te/epAon e Can tied,/ e Coh/e
5frl/Ce /'ore
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
/41PR O VEMENT PLAN
PEN/NS UL4R AVENUE
NORTH DELAWARE ST. TO NORTH
PROJECT 55- /0/
HUMT3OL
CALIFORNIA
DT
ST
C//E
"M/
O B�r..A
2-9-65
RE,COIfMENOEP Foe A AVOgs/L BY:
/ft'/ _ 2 -Q -6'S
7!'
T,PAFF/c ENG/NEE PATE
,45ST. C/T Ns EL(' /4603 DATE
GA
SCALE None
BOOK NO. 23/
DR BY / • TL. CHK. BY J 6,
SURVEY BY 2 . C,
DATE J 0 0. , / v 65
APPROVE .......,...,,
.'_ .,I%.`
J -� f `
• 2 -41-- ,5--
PLAN SE
DRAWER
SHEET
ENGINEER
R
TE
5hee/ 4 of 4 Sheep/s