S-57-3.1-3.11•..;.en ..- - '. -'.S��iArSP.*•:.w.!s ..- .......+! N1± yw. a. f:.,. a# M- v'.."+ rg�' �y. C!" c�'- "'".'^"'^°°="v.aTa�^�"r- ,'°M�� a - - -.., ,a&vs,._. 'a'`.: _ ...:,c;.?!!!
- ..........w� -• n- _.. -..... �... �.... R...,.-.,. � .- ..,.......'.�.�kv.a�'�.n°.... -.. .. .�.�1R1�',.. .s,:. .e wv'ti'q^'w�- «k3�kb,M= ,. ., -.; _aw x�. .^n.°'�6,'�h., rv- ._ _ .. -. ... -
I
5' I MPR 0 VE M ANT PL/�N S
2 6„ q'- 6,.
PAVf,ISfNT +. -...:, a .,. r< .:, WENFNT•.
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- `-� -�_ 9„ - o � - A - _ - � _ � d�• _- - 4' LD 4 APART
e
G" UNTRSA.TED R OCK BASF �1' Q BARS. N4 1
--
tt SECT ION A-4
`; 10' a 2D' 7 0' 1 D' O
1. GIDEWAI ,C. 4
ExPANSIDN ,DINTS - - -- - - -_ -- ITY Of COSTA MESA, ORANGE COUNTY, CALIPORN I�
PLANT MIX SURFpCINfS
,. i; • - -•,;\ ; � S C A L f A S S I� O W N A a T f: a U 4 U� T� 19 S 7
�OYL�
ENGINEERI G
! I Yp a " TIIICW CONCRETE ..........- I' �'
�• -' •- ....• -"-••' 8 �- l 1 SPUR SON F3UILOINC,
�l -� _.. �•:'. � StiNTti /LNA' CI�LI�ORNIA.
^ A, r' s,'" r.' 4, d' R4�5:>, h:° R °.+1.,t�''p�YMnu'�•n*•., ='1+wt -,e
�s
RiR 4x� 4
`1ST a+•-, � `•i
�� f�F.'�sw�
`ill •
t tee... .,,-. ,,... .,rt' q
ii
Ar P P R O V AP L S
�l / /.iLG C!A2'�___ __ DATE g-�6_- 1%_._..
A, M. FIC"ES. REG. CIVIL ENGR. N0. 8844
BOYLE ENGINEERING
APPROVED: o G "�✓ DATE .w7 .Z_C�_�5 7
CITY -E GINEER.( CITY Of COSTA MESA
APPROVED: °-i.`1•- �`-�^� __ DATE _ S�'�T _ZG� S7
PRESIDENT. COSTA MESA SANITARY DISTRICT Q
APPROVED: �' DATE_7_ -!?� -� ?
WATER SUPERINT ENDENTr! ITY Of COSTA MESA
•` 3' ��, I 6 KONf KI'T -44i1
Oc R: �, : I - I_ -1 .. Io Gii A�AFf Ct ...,
> I - _ _ L
.. -FLOW LING �" = N o : .. _
,FLOW LINE --'t p., -1' Di, i' t
- - z NTITIES ; "
-f- - van �oST yz„
.. _ _� _ ;•TYPE W- Z.iR li$i LECTOR /�'x2"a6" IRON, 9 ATa: ••• LAn 101NT5 6"
�STIM/�T�D au�
- EIIPANSION ,1DIUT5...- ...._...- _ _:. /s "all" _ ______ _ 23,;.t5 Cu.Yds.
r"XPANSIOM JOINTS ..........• I 6 `_ [A.R T,A4[ gDLTS .
y _ 0 1. ROADWAY ECURB &IGN -- - - -- -- -
J[ FOUR yx "¢ 5AQ4, 4'LDN4, 9 "rZOU "' a 2. 6" CONC. CURB 6 GUTTER, TYPE "C ". 11929 Lin. Ft.
fACI+ EDC,e, 14° Oc, j tRON1 gaTTOM, :' � N ° 3. 6" CONC. CURB R GUTTER, TYPE "D "__= - _ _ - -- /(928 Lin. Ft.
IN EACU CA!7 USE .1 T C7 BARS, v 4 f+4" 4. 6" CONCRETE CURB - - -__ 7?B Lin.Ft.
d T .
4REASt OR WRNP DNS END OF••.•'• S C A. L -E I" = 101 GROUND LINE . 5. B" CONC. CROSS GUTTER 8 APRONS---- _-- - - -__- 935 Sq. Ft
6. 4" CONCRETE SIDEWALK- (4•a✓%deJ - - - - -- 58,925 Sq. Ft.
•EA.CFS FSAR. ' ' " -- - - - - -- `''8255 S Ft.
m i I i I ' i 1 i ,' " 255,305 S Ft
' 7 3 PLANT MIX SURFACING- - - - - -- q• r
• C R OS S C, U T T C- R D ET41 L ,, 1 I ,_ B. 2 PLANT MIX SURFACING-- - - - - -- - - - - - -- '
N ; i ; , I I I 1 ' I S 9. UNTREATED ROCK BASE---- - - - - -- - - - -- 9,22? Tons
�_, L_I ,_, L1 L. L� I I ' 10. SC -2 PRIME COAT-------------- - - - - -- 8,743. Gala. '
1.: - 8 "x9 "Af,'•8" PO4TS, S.4S., D. 5.0.EDW000 OR SALT- TRfaT4D S.S.DOJCI' -AS EIR ?' It. SEAL COAT------ _-- .---- - - - - -- 3,500 Gala. - A!
H NOTE: 1. CIUARD RAIL SItALL 0.E PAINTBO PER STANDARD ST0.fET4 AND I.I(;Mly SPfCIPICATIORS• i I ' S 12. STANDARD GUARD PANEL------- - - - - -- 142 Lin.Ft. s "'
' I ' 13. 8" V.C.P. SEWER MAIN--------- - - - - -- I0310 Lin.Ft. '
5 2" w w 2. TWO REFLECTOR PLAT4S SRALL BE ATTAII TYPE W -21R, 44 ADOPTED 1I TwE L__U L__l 14. 6" Y.C.P. SEWER MOUSE CONNECTIONS._---- _ - - - -- 4,320 Lin.Ft. ,.
g STATE DIVISION Oi 1kIyV1 -vo IS• �! <.
IMPRD VaN1aNT WIDTH- TO TNdS POINT IMPROVt MENT W1DTI} TO TRIS PRINT 15. STANDARD MANHOLES----- _------ - - -_ -_ _ 2/ Each '
w 16. 10" WATER MAIN - - -- Bd5 Lin. Ft M
/a'RADIU4..,.. ��4 RI►DWS d S T /� N l� R D C U A. R D P /� N L --------- - - - - -- b °A
f 17. 8" WATER MAIN-------------- - - - - -- 5530. Lin. Ft.
3 11g, us •... 3 /4'RADIUS - 18. 6" WATER MAIN-------------- - - - - -- /520 Lin. Ft. y l
4" WATER MAIN----------------- - - - - -- 795 Lin.Ft._
�` �o� STANDARD PLAN N°- 14 I9. "
20. 10 GATE VALVE - - - -__ -- _- _--- - - - - -- 4 Eack L >t'
8 5' N 4 - Each
w 21. 8" GATE VALVE- _______- __------ - - - - -- // Each
.... 3/4" RADIUS - ...... -.
22. 6 GATE VALVE
a +w N •.. .. ... ,.TOP DR _ _.
23. 4" GATE VALVE- -- _•-- -_ -_ -- -- - - - - -- - 6 Each
r Su RPACINy .N . -TDn OF 24. FIRE HYDRANT, TYPE "A "_--------=-- - - - - -- G9 EacH l
e, „,° s.• . :. : _: a - ,; . Nz..�,., ,- ;w- ... SgRFAC1NCI
` 6 P G.�GONC.
G. p, C LONG :':'
g n "
1 _ t' L9VGL IANt "'i 2 14 1 '[
_ 30" I, 4" LEVaL uNf ....
r SECT10N �-� 4fCT10N
SCAL4. P1z11. V -0" SCALE_ I' /e- I'D"
S'" S TA N D&RD CU RB E UTTER E STANDARD CU RB F UTTf
TYPE "C", STANDARD PLAN N °5 TYPE - "D %� , STANDARD PLAN N °6
tc / s
6o' R /LU
3 D' 3 D'
4' 6' 2o' 20' 6' 4'
:f
,
6" CROSVN -._.• ...q,l R/A.S.
.. SL0 f 7t ":!, Se AL COAT LOPE 10I
- - - 4" u. Q.3. S.G. 2 P. C . SIDEWALK .0
4' A 4' -o" Ptcc,
SIDEWALK - ^•••''
CURS3 CyUTTSR••• - -'' T Y P I C /L L S E C T 10 N '"CURB " GuTTaR
S CAL E: I " :10'
6O' S T Rff Z S
-,� �.SL 1 D0' RnV W. F�
5 D' 0'
4' 14' 3 Z'
d,'t 12' 32' 14 4'
10' I o'
25.
DOUBLE WATER SERVICE -_ - ______ _ _. -_ ___ - -�
Lath
„
3
26.
SINGLE WATER SERVICE__- ___- _- __--- - - - - --
g
Each
t
27.
28.
STREET SIGNS._-_-__-_-- _- ___- __- __ - - --
STREET LIGHT ASSEMBLIES_-_-____ -______ __ --
37
teach,
.,.
29.
2" x 8" REDWOOD HEADER________- __------- - - - - --
GB00
Lin. Ft.'"
'
>�
{ a
30.
CURB TRANSITION, d" to 6 "--- -___ -- ---- - - - - --
1b6
L'p.Nt.
a
i
32.
DROP MANHOLE "----- - - - - -- -------- - - - - --
Eachaa.
33.
34.
C ANOUTS------ - - - - -- ------- - - - ---
2 TEMPORARY PLANT MIXED SURFACING-------- - - - - --
2
ro;400
Each
S I. Ft,
x
35,
2" x 6 REDWOOD HEADER---------------- - - - - --
76o
Lin.Ft.
N 0 T f•
S
n<
o
I.
STREET STATIONING REFERS t0 Q UNLESS OTHERWLSE NOTED.
m
N
2.
SEWER STATIONING SHOWN THUS ON SEWER PROFILE ONLY:.---- -__
- -_
�
;�i
3.
THE WATER SYSTEM WILL BE INSTALLED TO CONFORM TO THE STANDARDS OF THE CITY O'F COSTA�mESA.
?`
/ 4.
THE SEWER SYSTEM WILL BE INSTALLED TO CONFORM TO THE STANDARDS OF THE'COSTA
MESA
SAHITARY. DISTRICT.
5.
ALL STREET WORK SHALL CONFORM TO THE STANDARDS OF THE CITY
OF COSTA
MESA.
°,!
6.
WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES
SHALL BE CONSTRUCTED TO THE
PROPERTY LINE PER STANDARDS OF THE CITY OF COSTA MESA.
a
7.
ANY EXISTING IRRIGATION LINES AND APPURTENANCES ARE NOT TO
BE REMOVED
OR ALTERED
EXCEPT WITH THE
PERMISSION OF THE OWNERS AND ALL PERSONS HAVING ANY INTEREST IN THOSE LINES.
8.
STREET NAME SIGISTO BE INSTALLED (STO. PLAN NO. 17) SHOWN
THUS:______
sb
9. /STREET
LIGHTS TO BE INSTALLED SHOWN THUS:_______
10.
SEWER SYSTEM:
,
6" V.C.P. SEWER HOUSE CONNECTIONS ARE TO BE CONSTRUCTED
FROM THE
SEWER MAIN TO
THE PROPERTY LINE
FOR EACH LOT.
.r,'
fxltT. PAVEineNr; THE DEVELOPER IS TO FURNISH THE SEWER CONTRACTOR WITH A "PLOT PLAN" INDICATING THE REtOMMFiI
S %1ST. ROUrvO'' - - -__ =� 1 3" P.M.S. i /� V T
_ w y �.:'' stpL C04T -�+ f C LL M iFi R K z LOCATION OF THE HOUSE CONNECTION FOR EAGH LOT PRIOR TO SEWER MAIN CONS.RLCTiON. ALL sctsER
__ 9'caowN __ Lc a r sT HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STRE`rs.
7 r,T -n _ - _ - _ _ _ _ _ 1" ALL SEWER MANhOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISHED GRADE. THE SEWER CONTRACTOR
L_`- - - 1 ShALL RAISE THE MANHOLE FRAME AND:.COVERTO FIVIShED GRADE AFTER Tt ±E 31`91CT ';Ur:FA4,.M j GOH:PLE�Et- I
cRAOE O1TCN r ORA GE
h
6 "U•Q.Et,!" TYPE "C" CURB t;C,UTTBR. N COAST COLLEGE 3ENCh MRyK (ORANGE COUtiTY DATUM). SPIKE IN fill AFTER PLANT MIX SURFACING PM BEEN OPLIi TO TRAFFIC FOR A M4100 OF NOT LESS Thnt' FGUOI u.?.x•`.. A
'iUTURE ItAPROVEMfNTSr' S.C.2 P.C. 4 ^,c4' -0° P.C-C. SIOSWALA SEAL COAT CONSISTIt.6 OF AN ASFhALTIC EKaIL.SIGN SNAIL �I Pf"PLIEV.
2X6 RDwo Ia�ADeR T Y P I C /LL iE C T 10 N TELEPRONE POLE AT SOUTHEAST INTERSECTION OF 13th ard, "0" STREETS
1
5cA.L -6: 1 " =10'
r (FAIRVIEW NO). ELEVATION- 65.25 = (0.09 3ELOW COUNTY SANITATION r OES14N' R - /n,v. T R ACT N0 {� "tr�
fAIRVI'kW ROAD 4: ..._4 _
DRAWIN °.& -APE COSTA- Mf SA. CA,LS�oRfulA-
DISTRICT s�NCH MARK DATUM)1 = 0.17 BELOW CITY DATUM. �M^
3.f.4s4S ti CNECxEO' .. ...... - -.- &uei. 1951 T7 -37/ ; 11 sR 5 1
,
�..
_ .. r
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, �.. r, .. 5 i »._ .« -. - f'.' M- :.ate`...'- _� _ a t `t ✓:z. „N. 5.:i,Y%`s .,,.. ,. •. -Y
.. .+�*.. � ,..Wr , .F..'a a, _ ,.,r .. w,:. .,.. .. rn.. �^''�'_.'� ,.., ... .x 1. - �........ fis .,.. �.,. q,,,o•... sill -.... ..,.:: _c.;m ,-. .�.:.. w;; .. _...Z. _, ..en . .. ........ .. ... . _.........� ,. ,.,,... `-•...A _ -._ !ik�NrLw.�i+�1"r3t1"�w.�t -.w i.<:.s.- c••+...°
:?."p,cs."^.. /mw ?: w.,,...= x.$ Y. �..,-_ "..tii,''KA++- c:R_.`.�.°.___$_'� e,x. ... -a `�.; ». -.. mn"ACtw_ ... wi4a�`- ....did. .. _`,T t. .e - _ - A
t
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7
I p
` CONSTRUCT 2" PLANT MIXED SURFACING WITH SEAL COAT OVER SC -2 PRIME COAT AND
O 4" UNTREATED ROCK BASE.
CONSTRUCT 3" PLANT MIXED SURFACING WITH SEAL COAT OVER SC -2 PRIME COAT AND
6" UNTREATED ROCK BASE.
' OCONSTRUCT STANDARD COMBINATION CURB AND GUTTER TYPE "D" (6" CURB FACE),
STANDARD PLAN NO. 6.
A
CONSTRUCT P
STANDARD SCOMBINATION CURB AND GUTTER TYPE "C" (8" CURB FACE)
STANDARD { ell SEE S//EET a °z O
.SEE SHEET N= /O 4
CONSTRUCT STANDARD 4" THICK BY 4' O" WIDE CONCRETE SIDEWALK.
I �� .
�0� I d =31000'10" Q
CONSTRUCT B" Y.C.P. SEWER MAIN, MANHOLES AND 6" Y.C.P. HOUSE CONNECTIONS TO
r•e774'�o� �� PROPERTY L111ES. WE NOTES 011 SHEET 110. 1).
CONSTRUCT STANDARD CROSS GUTTER AND APRONS AS PER DETAIL ON SHEET N0. 1.
1 ,•
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IdUAJO f I r�
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$'EE $HEFT /Y - °/O j i L =SA ✓/' �0� G= /68.95' SEE SHEET /V'2 - -
��
BENCH IW4,,7kC .
W'-- -.sc
5cole : /I'- 40' —
SEE .!HEFT
-Y'94
4, h
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Mixed surf'ocir�y //nm Tiacf
cue6 PEra ?v QQ O `I cam ?ETUQ.V
'4 6 p' �' d' 90° - o Boundary fa Sfo /5 f 20•
to � Wo�p oaf to meet exisfir�
L =3J.?7' N 20' I L =37,17' �•tv
r
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v
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mh 1
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p ' "Insfo // 2' "x y" 4wd header on iGQADE '- -- o/' neuu suixr/9, arm � 1ly . TO uA N
0� <x sfiix� sru er stmt d�ob�ce 0f9"
k I y 0 Eosf e�e a/° r�eu sui�x✓rx�. street 8
VO
1�xr�D
Norf: RECONSTRUCT TOP! OF MANNOLES ro NEW STREET SWAGE.
N °-1
MA
MEN
_
gd
Son
N °-1
r'
L
d .
CONSTRUCT 2" PLANT MIXED SURFACING WITH SEAL COAT OVER SC -2 PRIME COAT AND
4" UNTREATED ROCK BASE.
OCONSTRUCT STANDARD COMBINATION CURB AND GUTTER TYPE "D" (6" CURB FACE)*
STANDARD PLAN NO. 6.
OCONSTRUCT STANDARD 4" THICK BY 4' 0" WIDE CONCRETE SIDEWALK
®
CONSTRUCT 8 " V.C.P. SEWER MAIN, MANHOLES AID 6 " See 514EET Ne 3
V.C.P. HOUSE CONNECTIONS TO �
PROPERTY LINES. (SEE NOTES ON SHEET NO. I
CONNECTIONS "TO.PROPERTYELINESNtSEENNOTES ONOSNEETHNOE AID 6" V.C.P. HOUSE boo
/o o'
o Z va h� O CONSTRUCT STANDARD CROSS GUTTER AND APRONS AS PER DETAIL ON SHEET N0. I. N a I'
]` v !� oar Q - CURB RET I
d C `r CURB DATA OA TA J� U o `� `1 d a , 90•
,...,, `+ u. e: /O °49'ii^ A / °Si'SO. -\ 2 0 J f7 - 1 �' a = zs 4E 'Z
M C ItQ I �4
7 ; ^I 1 � J l/ ti t- 83 09' t. L = /4. s6 ' 0 h0 Ca�sfruct Guord ICbnP/ 7b �' It- y V �1 ku J
�� ��. /1 �� au r, 4167' 0J Y ^q' sofia�acfion Ole Cfy Engi�rr Gonst�uc� Gw�-d mans/ � � a � o �� 3 2 � ( 0 j\
1 p �
rb
v Qi 1 x to sof siac�iori
62 q A 63 ro o yyT 64 65 66I �° m c,y o r. y D y II 4ti r Io 4
x M 1 1 Engu7eri... p 4I t p fig. p I v o IA
,Q�•.v! heoder ` � ' - -.. r., � � i o
70' 70' 70' i I 7 - , 7370' t 7370' 65 R ti
7370' I
comp /efed l
- — xrc�� — w. M.S. 9. -T / O- •`." - - - -- -
W S
W W x460' '
F4 M.iS. I
. .4emo✓� Exisf. L//-....... � i '•. 8" �G" �., �� � `'- • /0' '� m °... I W '011& I\
, D a 49 5(e' D O QZ67 i!
/32= 6" ✓GP ; I 8" 5896+ -59'1 -lV` 2 ®9.00 I �, c BG.BT T - q3 — - ••.. - L
FTemOVe Exisf �9 237 =8 ✓CP �/3 N L.
7B Y y •.i � L3i5855;6YC 3s / /3,
/30.00b /59 00' 4 ` i d 4755' ° 3 .0
s ,
\�
BOiiicode Toii� Ex.rilmOr _ �ti V �� c ti� r ti uc ° I v b� 9
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- h 5 ;� 6 -# � BS' Z9' 54.45 - • .4 O ¢ 25 � a BP 95 � 0
ra
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Q C URNS RET, l'. a ti M i QEr 4:96 °2200 'I n H e n
V d° 90" V 7 Z x ' e, 25. 1L '� Z x �UZB 50' 7' V 2 ?
0 I' ° °° k
1 P. 25: y vp 67 II L: a2.05, W �• \ Xd v d•9o'o9'43 L • 392 ' 1
3 m P Ip 2-25. � rol • � dx e•15:
m L: 39.27 nl. .21 7, 27.94' Q Q `^ T:.3934 3z
1,ft� .� I� L: 39.20 + 7 \ O ��.
N v� V 4 •I 4 0� J fl Cu.Fe oa74 °` 4, o .►� 14` T= 24.93 J m �6 a 5 2s.o7 �y
4+ \ 40 i Q ' .� � 4 4 6 n� so' so
Ci v II 3 I � X R- ¢ea 'oa" � � d % vO � I 6 � ki
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SfE SaEE7' N! 8 4 s 9 o = /ice 3s'zo� SEF S//EeT N =/o
5fE S�E6t N ��, I R =380./0' SfE SHEET N- 3
t : 76, 09'
re 3R 57'
a a, =
_=T -
:
i
1
r'
L
d .
CONSTRUCT 2" PLANT MIXED SURFACING WITH SEAL COAT OVER SC -2 PRIME COAT AND
4" UNTREATED ROCK BASE.
OCONSTRUCT STANDARD COMBINATION CURB AND GUTTER TYPE "D" (6" CURB FACE)*
STANDARD PLAN NO. 6.
OCONSTRUCT STANDARD 4" THICK BY 4' 0" WIDE CONCRETE SIDEWALK
®
CONSTRUCT 8 " V.C.P. SEWER MAIN, MANHOLES AID 6 " See 514EET Ne 3
V.C.P. HOUSE CONNECTIONS TO �
PROPERTY LINES. (SEE NOTES ON SHEET NO. I
CONNECTIONS "TO.PROPERTYELINESNtSEENNOTES ONOSNEETHNOE AID 6" V.C.P. HOUSE boo
/o o'
o Z va h� O CONSTRUCT STANDARD CROSS GUTTER AND APRONS AS PER DETAIL ON SHEET N0. I. N a I'
]` v !� oar Q - CURB RET I
d C `r CURB DATA OA TA J� U o `� `1 d a , 90•
,...,, `+ u. e: /O °49'ii^ A / °Si'SO. -\ 2 0 J f7 - 1 �' a = zs 4E 'Z
M C ItQ I �4
7 ; ^I 1 � J l/ ti t- 83 09' t. L = /4. s6 ' 0 h0 Ca�sfruct Guord ICbnP/ 7b �' It- y V �1 ku J
�� ��. /1 �� au r, 4167' 0J Y ^q' sofia�acfion Ole Cfy Engi�rr Gonst�uc� Gw�-d mans/ � � a � o �� 3 2 � ( 0 j\
1 p �
rb
v Qi 1 x to sof siac�iori
62 q A 63 ro o yyT 64 65 66I �° m c,y o r. y D y II 4ti r Io 4
x M 1 1 Engu7eri... p 4I t p fig. p I v o IA
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70' 70' 70' i I 7 - , 7370' t 7370' 65 R ti
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STANDARD PUN NO. 6.
OCONSTRUCT STANDARD 4" THICK BY 4' On WIDE CONCRETE SIDEWALK.
4 A CONSTRUCT 8" V.C.P. SEWER MAIN MANHOLE, CLEANOUT AND 6" V.C.P. HOUSE
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