S-62-24.1-24.7e,
i
J
-
-
- - - --
1
N
{y
N
Exrsr.
-- e s
_
-
A(rENUE
(W
i -
e,
i
J
-
-
- - - --
CONC.OR/{EiY4YAPPROACH ------------ - - - - --
. CONC. -BLOCK WA'L - -- - - -- - - - - --
✓,QQOB
$00 L'
{y
PAULAR /NO
Exrsr.
-- e s
_
-
A(rENUE
(W
i -
1
0
sw" /'
r'
N
over ! "A99. base w' h1/
4 "x4'PCC• `C ?5ff Prime COOK Sea /Coot 4 "xd' P.CC.
curb 4 Guffei- Sidewo /k
TYPICAL- SECTION - INTERIOR STREETS
ExjSf. ,(p�orovemenfs
? "Aspho /f Conc. over ! "Agg. Vbse I
yyith,�� PrmeCct7>` � Seo/ Ccbt
6 "X4'P.C.C.
Type T "Curb B &Iltler 8idewq /k
TYPICAL SECTION PAUL.ARINO AVENUE
,.
Cure 1 Face
L ip al; Gaffer
E,W01751a Joint
Concrete Opron ?4 R
C017CIVV Cross -
Gaffer B thick
6Xpone 1 or1 xpgs i 0r/
aainf ab/nf
COCK edge, Fe "OC., 3 "from
bofiorrl, in each enc: Use 5rrOO4f
oP ¢cc�riV or WMg0 ore end
QETA I L - CROSS GUTTER
PL N AND PROFILE
_ ENGINEER
DATE / 20162
S T R E T IMPROVEMENTS IN DAVID M. WOODS R.C.E. 12975
ENGINEER —CITY OF COSTA MESA
T Ll A C T MOO d O O APPROVED DATE
MANAGER—, COSTA MESA COUNTY WATER DISTRICT
IN THE CITY OF COSTA MESA
CALIFORNIA APPROVED DATE PRESIDENT —COSTA MESA SANITARY DISTRICT
.. - • O \/ -
/�C(1 APPROVED DATE
/s 6� GENERAL NOTES
- STAT/ON/NG QEFERS TO THE E or STREETS.
CURB DATA QEFE25 TO rACE OF CURB.
ALL WORK SHALL CONFORM TO THE STANDARDS Or THE C/TY av COSTA MESA
IQ J J I - -- AND SHALL BE COMPLETED TO THE SATISFACTION OF THE C/TV ENG/NG'ER.
(•.! IV' W I -'r J, tiV - -� h p THE WATER SYSTEM $HALL CONFORM TO THE $TANOAROS OF THE COSTA MESA
Q,/ Rrl:1 /� W /V_ I s p I4 5�3 C- 1I P %Acr I J, l 1Af= t I Ji I 46 0 V I � COUNTY WATER O /STQ /CT STANDARDS.
I-- �•Fl�7�i —� - --�
THE SEWER SYSTEM SHALL SE /NSTALL.EO TO CONFORM TO POSTA MESA SANLTA.KY.
2 - DISTRICT STANDARDS.
— T 3_j \W I W I I I /6 v' 15 f4 f3,.: /2
, ��o V b Bi4 C. _ WHERE DRIVEWAY DEPRE33fON5 ARE CON3TQUCTEO THE DRIVEWAY AGOROACNES
0 yy= 3 {YpfC/ SaALL BE CON57FUCTEO TO PROPERTY LINE PER C/TY OF COSTA MESA S-TANDAROS
N -// AND NY /2.
- .. - - -- - - APTEi7 - ASPHALT CONCRETE PAS BEAN OPEN TO TRAPF/C FOR A PERIOD OF NOT LOSS
¢'
—�a 0'v f bfA�¢ N.N- d STREET "� M•H'rB B'JJ'UB THAN FOUR (4� WEEKS A SEAL COAT CONS/JT/N6 Oc AN ASPHALTIC EMULSION JFIgLL P3E
v CHEYENNE APPLIED.
ly Imo. II I I i 5 N° I — -a I - -�� , - ALL 4INCERCROUNO WORK SHALL BE COMPLETED PR/oQ 7O,pA,v1Hs.
Ac. 1— 1 _ i, /rC�I 1 1 � JI06 17 fe- /S � 4V 41 _ �2 _ �.STR6[T LIGHTJ TO BE /NSTALLED 9NOWN THUS 4- �
AI I /r• i •/ jL `• 1 I , FIRE HYDRANTS TO BE /NSTALLED SHOWN THUS o«
RUST /N 1_ - -1— _ L — —I_ —�— _�— — L— _1— _ �— Z I {HATER SERVICES SHALL So /N57ALLEC PER COSTA MESA COUNTY WATER D /STARK.
STREET C /RCULA -rcgv LETTER DATED .JUNE 30, 1960, -
- -� 0 20 B9 43 Q SEWER' SYSTEM: G" VC.A. HOUSE CONNECTIONS SHALL ,$E CONJTRUCTED FROM THE SCW[R -
.•,I C - MAIN TO THE PROPERTY LINE P•OAF EAOH LOT. THE DEVELOPER SHALL FURNISH THE
°� ••`ti \ OFFS/TE SEWER - I _ SEWER CONTRACTOR W/TH A "PLOT PLAN" INDICATING THE QECOMMENOEO LOCATION
OP THE HOUSE CONNECT10N5 GOR EACH LOT PRIOR TO THE SEeA/EQ MAIN CONSTRUCTION.
ALL SEWER /DOUSE CONNECTIONS SHALL BE PLACED PRIOR TO 'rFIE SURFACING OF STREETS.
f 1i: - - ALL SEWER MANHOLE FRAMES A,VO COVERS SHALL 'OE LEFT C" BELOW GRADE. THi SEINER
12 I O I u Z/ Q, 85 44 ti
CONTRACTOR SHALL RA /SE THE MANHOLE FRAMES- ANO CO(lEQS TO F/N/SHGO GRADE. AFTiQ
STREET SURFACING. /5 COMPLETED. ..
SEWER BTA./ON/NG ON THESE. PLANS REFERS TO 9 OF SEWER ONLY SHOWN! THUS OlLS0.w
C� 22 37 45 0i
�� -� STREET NAME S /6NS 70 BE INS TALLED (STD. PLANN9 /7J SHOWN TNU3
' 'y CLAY PIPE acllrr COMPOUND SHALL BE 'IC P. I. -'t'�, "J•C.'GO." MECHAN /CAL COMPREJJ /ON JOINTS -;-•
7 - _ INALL SE "WEOSE- LOCK" SPEED -SEAL MAINLINE "OQ ,OPPROYE , EGlIAL, IN NO CAs£ ,WILL JO/NTINO -
Zj DyI 9(0 46 Z MATERIAL USiNA N[AT;bZ"MANo CEMENT MORTAR m GROUT BE PEeM /TTEO•
p LI
24 .�5 47 ESTIMATED QUANTITIES
U. TREETS: -
P5 Ur1 J4 4C; 5cAI 4T/ON --- - - - -�— — - - - - - -_ l6.'Bda C. Y.
W 0 ASPHALT CONCRETE------------ - - - - -- _95,383 S. f.
p (yJ S "ASA,4ALT CONCRETE-------- - - -� -- - -; NONE
_ AGGREGATE BASE--- _--- _-- __— __ —_ —_ 2,289 TONS
BFAL COAT------------- - - - - -- - -- 1,060 GALS.
1 1 ?6 IA 93 49 PRIME COAT- ---- -- .---- - - - - -- 24150 GALS.
7_VPE "O" CURS AN'O GUTTErd - - - -- _-- - - - -_— NONE
Ty PE "C" CL'QB AND GUTTER - - -- -- _ - - -- 41122 LF.
h 2 CL'RE3 ONLY (RETUFNSJ - - -- -- - - --- -- Z70 L F.
O I 3 CQOSS GLITTER ANO SPAND.0EL5 -- -- - -_ - -- $702 Sr ">
Z P7 O ,32 50 .S/OEWALK (¢ "XQ'�---- - - - - -- -- /7,743 J.F.
- - - - --
h I STREET LIGHTS--- ---------- --- - - -- - /0 EA: :.
ly .- STREET $!'6NS---- - - - - -- - 7 EA• rr7JCc
/GO Lf.
9 EA•
REFLECTORS (W- -412 -R) _ —.- -- -- -- - --
- to - Q ! 3/ 5/ ? 2 IQ '45,66.5.05 CEMENT WATAEe MAIN - -._ — --- _ - - - -- 1,020 L.F
B "GATE ✓ALVES----------- - - - --- - -- 2 EA.
c" ASBESTOS CEMENT WATER MAIN---- - -_ —__ - - -- / 543 Z. '17 -- -
_ —_ - -- – __ - -_- 3 EA.
WATER SERVICES— — - - 52 EA. `
. ; ZB 3O 52 f FAZE NYO,?A NTSTVPE "�"T __-- -_ - - -- _ -- S EA- L-
® Z Z "TEMPORARY PLANTM/XP,4YEMCN7-------- - - - - -- BOO sf-
-
-
- - - --
CONC.OR/{EiY4YAPPROACH ------------ - - - - --
. CONC. -BLOCK WA'L - -- - - -- - - - - --
✓,QQOB
$00 L'
PAULAR /NO
Exrsr.
-- e s
-
A(rENUE
_
- - -I -- -- �� I,1\
�4 -IEET
------ - - - - --
No J - -4
- -r --
-mil 1- - - --
o I�-
I I \
\
\�- I /
— I
I
- i 1
I
I
s =wEQ MAIN - - --
--- --- - - - - --
NONE
-- I W W �----
-� - --I 2I;
-- ? a \_
— I - - --� flI�
- --
-
I
-- —I
8S WEIZ MAIN-------------
(o" V.C.R HOUSE CONNECTIONS-
- - - -�-
- - - - - - --
2,1-41495 L.F
LF.
-
lL�
I Q
1
Q I ` I
I
- STANDARD
- - --
6.f•
-
!'
r ^r•
�- Porf/ond Cement Gloncrvfe
_
T o:
d:
see°
//VDEX MAP
6 "A are ore Bose
/9'0 fam
E N C H
M ARKw
each edge, 2a "0, C: 9" from
.B
LVf Om, in eOCr1 end. t/Se
OM, �rs grease Or wrap
-
d IN THE OP OF CURB ON SOUTH SIDE
OF BAKER ST AND S' EAST OR' Q BABE
ST.
On¢ el7d Of eJC.17 bqr:
_
PROOUCLO. ELEII, 39.70 CITY
OF COSTA MESA DATUM
SECTION -CROSS GUTTER
y
TRACT N9 4607
�Shect 1
oP 7
.__"-- ....— ...__: —_ ..._..,:...:.mod.,
- _.....' ... -.
...._ _
-
u
Aw
JA�50�Aqm- �=M►�W• A
WM�Mh7W-4WO
�7 MOM EL--Wtvm 0 MINFAL