S-60-15.1-15.4r,
s
p
F' PLAN AND PROFILE FOR
STREET IMPROVEMENTS IN
s
TRACT N'0 3631
' t ES 77/MA TED O U.4/V 7/;r/1- S
:j IN THE CITY OF COSTA MESA CALIF.
FEBRUARY /960
i EXCA ✓AT /ON 9,700 C. Y i
3" PLANT M/X SURFACING /2S, 950 S, F.
UiVTREATEO ROCK 61ASE 4, SSO Tons
5C-2 PR /ME COAT 3, SOO C�q /. - -
SEAL Ca4r - /,400 C;21, ENGINEER
•,,, q PAYEAIENT REA[/a[1AL 5,010 S.F. _ DATE 3- i� - -GO
D. SOttTHWORTH R.C.E. 6579
TYPE -C'• CURB ANO 661rTER .9, 790 L • F -
{ CURB AROUND RETURNS - 147 L. F, P
S/OEANALIr, 4" ;WICK /7,360 S.F
X- GUTTER 41VO SPANDREL -- ;660 S. F, ?l "C,H.P• fX /tTWALL•BOx CULI/ERT CITY ENGINE, /T O COSTA MESA
CATCH BAS /N - - - - - -- / Eo, 1L�
24 "CMR,16 GA.,- — 380 L.F T"
I ANGLE oFEx/rRY APPROVED DATE
11 `MATER MAIN fAaBESras) -- 9 72
t' B' ~7',FR AZ CASBESTOS) ;407 L FA A
r . 12•• GATE 4AZVF - O Ea. I I $� 14 CM, P. I
Ex/rrrrA[L 90XtotYERr I I COSTA M /TARP DISTR ICT
9- GATE hAL [/E - - 2 Eq.
FIRE 1•+YORAVrs 4 Ea. i I �` a"' APPROVED DATE ^/� 60
HOUSE CONNECTION LATERALS 27 Ea, •, •'• ••
r NOTE NJE CONK CAT. TOBE 1� '; 000 ®LE STRAPPED SADDLES �'�1� �—`- ��J /DENT
FLOW 1 ,.. .. `•.:• 4-
0
BEAVER MAiN 1,946 L. F.
+ - 6" ✓CP SEWER iIOUJE CONNECT /ON LATERALS /,OSB L F. PL A/V SECTION TH.00V6H �.ANNEL wAL� ' °" COSTA ME A CO UN TY WA TER D/S TR /C T
STANDARD SEWER MANHOLE -- 6 Ea• - Q 09 /
STANDARD SEWER LAMPHOL E -- / Ea. \ p 0 APPROVED °� • DATE
Norfs V MANAGER
I. CUr 0PFN /N6 /N CONC. ^ALL 6 " Cd fAR
W -62-/P REFLECTOR PADDLE S Ea. AL[ AROUND PIPE. '
AU/r WALL 9e1NF0Rc1N6 A.✓OUNT,PEOU /RHO
• fr,?"r L/6A/TS 14 Eq. FOR PLACING P /PE. ,�
:r STREET S/6NS .3 Ea, 3. PROY/OE EXTRA O /AG, 4 BARS As SNOWN
.. ROCK R/P•RAO 6 Tans N'fLO TO Ex /ST. RE /NIi7RC /N6. No Censtn'/cli0n shell he he wYlhin Oe f/OOOI COnlro/(%istrlcl I��Prioi' Yb f/fC
4 f /[L CUr 4"`ENiN6 W /rNCONCRETE -P /NdlN cV w,O /et /G/f of the frlwe eaolrol iroe ' plow under C"S;ievclien except W114 ?00
SMOOTH AW FL USN W/rN /ACE ai CHANNEL +
wAL L . express - Permission of Me cdolrecfor Tire /CE. C. Cwln/aorry
A ,
4�
C
40'
24
9
B•
�Exisr.
/ I Pov ernent
A VI
II
� 4
O
0
q' Q
u =
' G
4
Cons t. 3 "P.MS. and sea/ cool' ovbr
6 ° U. R. B. and SC -Z Prirne coof.
— Cons*. rype "C "curb and gutter,
(See Std. Plan Ng 5J
--�,C'onat. P.cc s 1dewa1* -4 'th1ck.
TYPICAL SECT /ON
,BAKER STREET
s"Crown
i
Cons f. 3 "' PM. S. an4 se� coot over
6' U R, B. and SC 2 pr, coot. -
Cons t. Type 'C "curb and gufYen (See Std. pion N$ 3) /
— Const. PC.C. sidewalk -4" thick - 4'wide
TYPICAL SECTIbN
ST. CLAIR STREET
i RANOOLPH AVENUE-Sto.9 +1210 to11 +30.32
NOTE- Rondolph Ave. R/W vox /es from /00'(F ato. 0072 to
SO'Ga sto. 3 *:2.10. B'pork NOy remains constant.
IL
ELE✓AT /ON
OETA /L • ENTRANCE TO BOX C!/L VE!?T
GENERAL NOTES
L
All work done sho /l Conform to the standards of the C9'ty of e°osto
ono' shall be eomp/eteo' tO the sofsfbction of the City Engineer
P- Stotioninyy refers to the Centerline of Streets. Lfi
9. Curb Data refers to the face of curb.
9 /f driveway depressions are mode driyewo` approaches will be
eonridered apart of this tan and shall be cansfructed as per
!if` f Msa rd G /ors N-0 ,
After P /ant mix Surfacing /R M. S,) hae been open to traffic -for o
period of 17,91 less fhan four (4) wee*v -, a seal Coat cans/st/i7g of
an a5phall /6 emu /s /on shall be applied, 14,
G. Sewer Manho les shall be left below pavementgrode ondbroughl
to finish grade after payernenl is ii, place. ti
s'd ,
7 All underground Nark w/fh/n the street) shall be completed prior
to paving.
6. Fite Hydrants rsha /l be Renneslaer list 90 -A or approved eQuo% ;,
9. The :.voter System shall c,9nfarm 1a ?'he standards of the �,9sto
Mesa eaan tv Water O/ trio and shall be Cons true ted /ir
the 9treef • Co "from l urb fate.
/O. The Sewer Sratem shall conform to the standards of fhe
Posfa Mesa Sonitor� O/stritt `'
BENCH MARK
O" in B. C. R- Al W Corner Bol(er ,f` Eris /o/ Street, /Vlor/h Side o r Bo fed
City of Cosla Mesa Oo /um . EZZ- 11Ar101V : ,9931
That portion of. the work within the F /cod Contra /District" x,
Riglrf -of -way meets with the approval of the F /cod Contra/
E'ny /Weer.
The Flood Control Office shall be notified 4B hours prior to
insto /lotion of these worlrs ar/d their /nstol /at /on shall be made yl-
to the sotisfact / "on of the d /Gtr /ci• /nspeCtors. .
'LEfi/
APPROVED: �snc et7% L✓'yi' GATE: /' <'67
4T t
/cod Contra/ Engineer
f t
LeYe/ L,r,G' , .•.
wement s% /" y'b•, °Pev-/irerof'
. c'el,R.B.a °o°o o moo coo° Joao Rai 6 ".1A R.,&. 1 ,.
Oo b {
9' d
a S
° � 4- Oi "0 Bars, 4 'long in Both end of ;;* $•,� +:
crass gutter. Use s/nae th bars, wrap � � f }., t �"
or yreose one and of eac17 ban
TYP ICAL SECT /ON
CROSS GUTTER
9;`.
% s
�F t k Yty � / 9•.
y �
i
f r i �[ rt4 74 i
A xA fi 9 �
bj � 744 I
4-
"
r
Pf
aA� I m
� d
Pavement
0
Const B" P. M.S. and sea,{
C017 7' over ° �� ! a
6 ° U R B. and SC -Z Prime Cogt � � � eFp�
Const Type "C'curb and gutter. tid' ,,'`t
CSee Std. plan Me S)
i t'
Cons t. P.C.C. sidewq /d - -�.4 "thicR -4
{ t
TYPICAL ' SEC 7-ION V+
f
UAIISTOLI S TRET- Sta. 37400 to 106414 }
r
NOTE -New pavement ,joins exist povembnr. C=' it of $riS0401 S7°.
from sto. O *00 to sta. 2000. Width of new Povem ,. `�,
between stn. 2 *00 and stq. 4x00. 6_. 1
SHEET"
1
,
7
�d �IOAA
O coNSr. 3" P". S. OLlER 6 " UR. B. , SC -2 oR/MECOAr ANO SEAL COAT
O CONSr. TYPE '•C " CURB ANO GUTTER PER. Sr.O. PLAN /VA 6'
O CONSr. P. C C. SzoeAU IL/f 4" THICK. SEE rYP /CAL SECT /ON
G
4 ® CONSr. STO. I? cc r- 6L/rrxR PER SrO. PLAN LVS 9
_ gHEEr N i O CONST. B "!/.CP. SEWER MA IN W/rH 6 "kcP. SE/vER [ArE,vALS, MANHDLES ANO G[EANaLf$.
SEE /R STREET BAKER STREET
A
,A,N>
CURB RErV41V DATA q h
A = 9B °2/'49 m 0 I I
3Z I L =34/9' 25 24 23 2Z 21 20 19 18 17 a e 14 (I n
CURB RETURN DATA
7B C4
1�,,� V i,
t� ( ro
\\\ t\\ R I C 1RB CORE DATA
d= ',?1'49 " ., l`
ID `p ^ p I
\ \ , o \d ' = R 2— 22'55995'606' .. \ � p o � \v . � _ � \.' .. . ` ' \ .b..y • e, /.�' ., " r. . ,. .+a ': " �"� „,tf? ' e ,e .., . .-,; � :{ > /9.. ._ •G, . ,0 . I • - . .. I /.P.7 R 6 i I [L _ t �/ � , �l -� h '.;. .., :. . - � : < c .. -' . - ',�� t
. .. .. y� B y /2{'t0ti15 T' f"FN " i /Nn-. ` +r . ii' �� 86 Pd— - � . i -- x -_ _ - _.. _��_o..- o-o_ ' -___— ° _Q • e 28 70 /e•
- 0
-
--
.. .. ra \
j E J lIi I
.BPA
ANKOEOR L 3PfH .
Yf,
E 956 Q000' 7 a 00
CURB CURVE OATH 0.74'
L: /02.09' � QX O
SS
7000 y
70.20 70. AV 70.00 I
E
70.00 � 70 00 70.00
/jamV . •ip ,�a �• � �� r/ a � -#i'
\ yr.
�� Bove C'lJ.4l�E.DArA 2 . ' 3 ' ` 4•: 1�, 5 `� 4 6'M 8 9 b� I Q 33�" 13 II i
,
♦ B. � R= 228. 75 .. � i I
• O�OO RANOOLPH AY. - � o � 1 �. tl 1
p / 6162:9/ BR/370L ST. � ca,
i
E N D 0 L P H
" 11���� BAKEF� STREET • n A V E N U E
'O •' /N RC.R. AT /VN'. CORNER BAKER ANO 9R/STOL 51'REET, rt^ "'
B 1\ I E 1 0 ,, SCALES �J 1
m��
LM
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