S-61-5.1-5.460'
q /o' 20 20'
0,/7' 4'
- Q S /ooe 4r/+ 6 °Crown
Cosst. 2` P•Af S• and Sao/ Coot over
4 " U. R.B. and SC -2 Prime Coot
Conti. Type b` Curb and Guttar /
Cansf 4 "x4' Sidewalk
Typ,co/ Section
/0 WA STREET
ARIZONA A VENUE
B0,
8' 32 32'
.0
J
4'
l�
q �
0
8 Crown
c
` - Const, 3" P. M• S. and Soo/ Ceot over.
6 '41•R.B. one SC-2 Prime Coat
Const. Type C' Curb and Gutter
Conrt. 4'x4' S,eewo /k
Typical Section
CAL /FORN /A STREET
80'
O./7 4'
)� CON-VT.
r
r
j/
21,
t
1
PLAN AND PROF /LE FOR
S TREE IMPR0 VEMENTS /N
4' 0.,7' rRACT A1° 3723
0
IN THE C/TY OF COSTA MESA, CALIF.
OCTOBER, 1960.
NADAAAANWAAAAAAA
i
�Conat. 2'P. M. S. and Sea/ Coat over
4' U R,8. and SC-2 Prime Coat.
- CansA Type C "Curb and Gutter -
cons.*. 4 is 4' S,Cewo /k
Typical Section
GISLER AVENUE
q
.0
J
w
7'
cans /bn
riot
0
i Expansion
✓o,nt \
4 -'I'4¢ Bors, 4' /any, /2" from
each erX7. ®,
bottom, 1n each end.
Use smooth bars- graosq
or wrap one end of each
bar.
CROSS
GUTTER DETA /L
~
J
B`
4' 4'
T
' - --- Part /arid Cement Concrete
~'o
ao
0
' 4 -1K4 ¢bons, 4' long, 12'
each edge, 24"d-C-, 3" from
bottom, ,n each end.
Use smooth bar;, grease or
wrap one end of each bor
CROSS
GUT TER SECT /ON
N ER -
V. DATE -�' - 4 /
D. SOUTHWORTH R.C. E. 6579
CITY ENGINE - C/TYOFCOSTA MESA
APPROVED DATE
MANAGER -COSTA MESA COUNTY WATER DISTRICT
APPROI/ED / L�tiL/L2r'y DATE -9- 7 - 6,(
O.c.Fc.o. R/W PRESIDENT - COSTA MESA SANITARY DISTRICT
- �,COnst, ,S'hiyH, Choin /ink fence Per ,3 -
-- / D, C.F.C•AD. Standard P /on N° /04-2. 7 G
APPROVED ie'�Zs' DATE
5.5 20 21 22 23
SEE HEET Np 3
Cons. /2'W.0.�. -_
Ri7L
/2" G.
IOWA u STREET `
94 /9 v 24
GENERAL NOTES
/g 25 / Station/ refers to the center line or streets.
93
2 Curb dota refers to the face air' cut-b.
3 All work done shall conform to the standards of the City Ot' Costa
9`, /7 26 Mesa and shall be completed to the Sat /sioct /on Of the City Engimm�
4 /./' olriveway depressions ore mode, dr /✓away oPProochr?s will be
- -- �} considered o Porn• of this pk7n ono' sho /l be constructed as oar
.N. "!i 27 - City Of Costa Me so standards. -.
9/ /6 -
5 Ater the P/Oni -mixed surface pavement has been open to traffic
fbr d period 0-, not less than four C4J weeks a seal coot COnSIVAIi7g
- - -- 28 of on Aspha /t% Emu /Sion shall be opplied.
0
Z 6 Sewer manholes shall be /ef't be /ow pavement grade and brought to
- -- f /Wish grade o {ter pavement is in p /ace-
p; J i 29 7 All underground work within the streets shall be completed prior
to paving.
41 8 The Water system sho // cont'or-ra to the iWuiremenis of the Costa
-- I 30 Mesa County Water District.
F� Fs
43 4�j Q 9 The Sewer system shall conform to the standards of the Costa Mesa
1 f = / Sanifory Dlstricf.
SCALE / /00 /D F ++ire hydrants shall be Rensselaer List 90 -A or approved mVaal.
f-)7 /2 // O denotes instal/ Fire hydrant•
32 /2 denote= insta /l street /lyht.
W
r35 Q 13 ® denotes instal/ street s /9n.
/I
14 Of00 denotes sewer stationing.
33
- - -- 34 y
M.N. BENCH MARK
ft
-w AL /f'pRN® °' Ne P/V Iron rod 0.3' above ground at intersection of t/orbo.- Blvd• and Baker
9 Street /00' east oP 0- Harbor Blvd. 30' north of it at s/1--cat on West
=��_ ST/pf�T '4' side of P. R 0624H95E.
t �_ Elev. 46.627 per datum of the County of Orange *0.60 - 47.'23 datum
�� == of the City of Costa Mesa.
e EST /MATED QUANT ITIES
- STREETS
— — ff) 36
EXCA VA T,ON 6,225 GY.
B 2 "PLAN7" MIXED SURFACING 64,780 S,, I'
7 - 3" PL ANT M /XEO SURFACING /4,760 S./-
SEAL COAT 6785 GAL. ,
SC -2 PR /ME COAT 2,210 GAL.
n� 37 - - UNTREATED - ...ROCK BASE 2,129 TONS
TYPE r" CURB AND GUTTER 603
TYPE D- CURB ANO G11r7ER 2 610 G,.
TYPE C "CURS ONL Y CR.- TURNS) , F
79 L./L -
O') TYPE D" CURB- ONLYCRerURNSj /SB L.F.
-- CROSS GUTTER AND SPANORELS 2,600 S.F.
38 S/OEWALA' 14,920 S.A.
D W GUARD PANEL /00 L. F, _
5 W STREET L /GHTS / / EA.
Z STREET SIGNS -.4 EA.
- -- h -. CHA /N LINK FENCE 260 G.F.
39 - - CONC• CONE STORM DRAIN MANHOLE
M.N
r,) 90 ,y. I WATER
6'WA7ER MAIN /, 7004.F.
-- - - 12'W47ER MAIN 260L.F•
6" GATE VAL VE 4 EA.
91 3 W Q i 40 FIRE HYDRANTS 3 EA.
4_ HOUSE CONNECTIONS 42 EA.
9`• 1 �° 4/ 8 "VC.P, SEWER MAIN /, 565 L. F.
G" V. C. H? HOUSE CONNECTIONS /,320 L.F.
• STANOARO MANHOLES 7 EA.
57'ANDARO LAMPHOLES
SEE SHEET Ng 2
G /SL ER i AVENUE
-- _�Ex /ct. /O " ✓•C.f? sewer - . {
-Txisri /Z" IV M. -
TRACT N-0 3723
Sheet / of" 4
meT
.S /C /LY AYE. Fe. -tB -a I
,{f
l A Vj&NU� BENCH MARK -Sae Sheet N� /. CAL IrigjQ N /,4 _S r44C
Q=
FA
A
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