S-62-8.1-8.7GIi Y OF COMA MESA CALIFORNIA ENGINEERS �'� 45_-679 -49
MAY, 1963 DONALD E. STEVENS R.C.E. 110ro6 DATE
. - _ SOUTHW ORTI-F � STEV EN6,INC.
t SOUTHWO12TH i STEVENS- APPROVED - ��d'., .., 0 DATE - z8i9cL
ENGINEER - CITY OF COSTA MESA
- CIVIL ENGINEERS
116 EAST 181M STREEt
COSTA MESA CALIF. ki / p MI. 6. 8915 APPROVED _ l�, c-ma y DAi E f .29 �2
STREET SHEET Ns MANA COSTAIMESA COUNTY WATER DIST.
PAULA121NO AVENUE 2
FAIRVIEW ROAD. 3
VAN BU2ENTAVETUE 5 _.,
AUGUSTA, STREET APPROVED CG, ry AT E
ATLANTA WAY 5 PRESIDENT— COSTA MESA SANITARY DIST.
BISMARK WAY 6
AUSTIN STREET 6,
OFF-SITE SEWER. I' `
tt GENERAL NOTES
STATIONING REFERS TO CENTERLINE OF STREETS.
(I� CURB DATA REFERS TO THE -FACE OF CURB
N 6 o ALL WORK DONE SHALL CONFORM-TO THE STANDARDS OF THE CITY OF COSTA MESA
AND SHALL BE COMPLETED TO THE SATI SFACTION OF THE CITY ENGINEER.
4' �
THE WATER SYSTEM .SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA
COUNTY WATER DISTRICT:
THE SEWER SYSTEM SHALL BE INSTALLED TO CONFORM TO COSTA MESA SANITARY
DISTRICT STANDARDS.
T A.c.PAY1NG i SEAL COAT ovE¢ 4 WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED THE DRIVEWAY APPROACHES
SCALE 1••IDD' AGG. BASE t SOZ50 PRIME COAT
41
I SHA.LL_BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARDS
TYPH "D" CURB O GUTTEQ' NO. 11 AND 12.
STD, P.C.C. SIDEWALK 4 "THICK AFTER ASPHALT CONCRETE HAS _DEEM' OPEN TO TRAFFIC FOR A PERIOD OF NOT"
N07E; TYPE "C "CURBIGUTTI=R ON VAN EiURENAVE.'
TYPICAL SECTION LESS THAN FOOR (4) WEEKS. A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION
INTEIZ102 ST¢EETS SHALL BE A.PPLI ED.
43 44 45 46 47 45 49 ,,, ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING.
4 > STREET NAME SIGNS TO BE INSTALLED (STANDARD PLAN NO. 17) SHOWN THUS
STREET LIGHTS TO BE INSTALLED SHOWN THUS
FIRE HYDRANTS TO BE INSTALLED SHOWN THUS G+
WATER SERVICES SHALL BE INSTALLEO.PER COSTA MESA COUNTY WATER DISTRICT
CIRCULATORY LETTER, DATED JUNE 30,19604
ISMA12K s WAY , lo'
52 53 t ..1 X 3' ,, -.• i ' ,: SEWER SYSTEM: )C.
o.li N 0, - 0• , a•i p.IT • V. C. P.NOUSE CONNECTIONS' SNAIL BE Cbil$TRUCTED FROM
rr I I O sL r'"1 THE SEWER MAIN TO THE PROPERTY LINE FOR EACH LOT.
:y Q
_ O Al 41 40 39 38 3l Sf m s — — ,(y I z
THE•DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH
A "PLOT PLAN" INDICATING THE RECOMMENDED LOCATION OF
.! A I N FOR EACH T PRIOR TO SEWER
. e 2 :U 7YPE-'CCURB4GUTTER THE HOUSE CONNECTION l0
Ati F�:LE AUSTIN. ST2EET MAIN CONSTRUCTION.
W 2 "AL. PAVING 4 SEAL COAT OVE2
6 If3 VAGG.BASE4SCZ5DD0YfCdCf ALL SEWER HOUSE CONNECTIONS SNAIL BE PLACED PRIOR
T 29 30 31 32 33 '54 35 54 50 `„ %TO.P. C.C. SIDEWALK TO SURFACING OF STREETS.
t TYPICAL SECTION ALL SEWER- MANHOLE FRAMES AND COVERS° SHALL BE LEFT
6" BELOW FINISHED GRADE. •- s
PAULAQINO AVENUE THE SEWER CONTRACTOR SHALL RAISE- THE MANHOLE FRAME
t 55 «9 AND COYER TO FINISHED GRADE AFTER STREET SURFACING
�
•.z +�� = 6 IS COMPLETED.. I
AUGUSTA STREET SEWER STATIONING ON THESE PLANS REFERS TO CENTERLINE OF SEWER ONLY SHOWN THUS o +00
® 06 `'B ANY IRRIGATION FACILITIES WITHIN THE LIMITS OF.CONSTRUCTION INDICATED BY j
too THESE' PLANS SHALL NOT BE ALTERED OR REMOVED WITHOUT OBTAINING PERMISSION
28 2l 26 29 24 23 22
la' a'z 16• OF ALL PERSONS HAVING ANY INTEREST IN THOSE FACILITIES.
NOTEi CLAY PIPE JOINT COMPOUND SHALL BE CPI -2, JC -60, MECHANICAL COMPRESSION
` I I �o�N JOINTS SHALL_BE ".WEDGE- LOCK ", "SPEED -SEAL MAIRLINE "' OR APPROVED EQUAL,
\� IN NO CASE WILLAO INTINO.MATERIAL USING NEAT PORTLAND CEMENT, MORTAR
AZIMELL I
:;:
�� ..-- — •- I OR GROUT BE PERMITTED.
15 16 ll 1 t3 19 20 21 '
3 "A.C.PL�VING SEAL COAT OVER I "BENCH MAR K
/ ®5
S9 < >'.i 6 "AGG.BASEISG250PR1MECOAT "4" IN THE "TOP Of CURB ON SOUTH SIDE OF BAKER STREET AND B' EAST OF CENTER-
F. cue TYPE °C1D WALK LINE Of BABE STREET PRODUCED. ELEVATION 39.70 - CITY OF COSTA MESA DATUM.
I ?tl ts'Y•c �F•. d 4. / - - - STD. P.C.L. .C.. jIDEWALK
°.a LANTA ' �a WAY ° , Gp -' TYPICAL SECTION,
S.L. S. .2:� .; FAIRVIEW ROAD
Z EXCAVATION 10;950 C.Y. 6" A. C. WATER 2640 L.F.
w 14 l3 l2 II 10 9 8 w
Ol d I 61 / xl3 �,
i -..
;77 > t- t>D„ 2" ASPHALT CONCRETE lot.-Los S.F. EA.
'� 6" GATE VALVE 9
3 ASPHALT CONCRETE 10,010 S.F. HOUSE SERVICES, 63 EA.
AGGREGATE BASE 32Lo TON FIRE HYDRANTS 4 EA.
i LZ N 1 2 's 4 5 6 I > !
PRIME COAT 3361 GAL. RMW $"T ° ° SEAL COAT 1347 ,AL..
eY pi ,�C m f
"0" TER 1191 1.. F. "
Y 0- - - -- �—==---- '�-- - - - - -- y y � 8 V.C.P. 3200 L.F.
TYPE CURB ti GUT '
— — _ — — �.F. 6" Y.C.P.
t o exis•r B` v.c.P. !
— PAULAMNO OUST. 1-C'- wp-Tsm AVENUE 0fcxncF.N. TYPE "C" CURB i GUTTER 2,114 1916
t
I` uC� rya I 5t: tl rii I iif ;, rl. I -� I a -r. sl I - 4
PLAN- BS 4LONGIT¢FRO LYE RETURNS 511 L.F. \ STANDARD WANHOLES t4 EAF•
y h � Ae M - CURB ON ET
._.
-}`7 EACH EDGE 24' CC.3'FQOM X- OUTTER 5040 S.F.
- ." BARS,G EASE OR WRAP USE
DWE END OF
j 3 SIDEWALK �SSI S.F.
• I ci ' ' I . �- I" EACH BAR.
' I e p STREET SIGNS. 9 EACH
4 4 k STREET LIONT37 IB EACH _\
PCC STANDARD BARRICADE 16 L.F.
INDEX MAP T �:`::.::•.;: , .;.,:..,.:•::,,...•
.4 6 AGG.BASB
W 62• R REFLECTORS 2 EA.
SECTION T 12 A C T 465'5
X' GUTTER
SHEET l OF 7
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