S-2007-3.2`ICS)
i r
0
Y OJ
`N
I
S
.M
Xi, J / r f ,r r � +
- -
��� l f!/ r PARCEL 2
/ f f xu / r / f / / ' PM 33 / 36
F. H.
CA
10 ! fx ' f / !' ' r L 40 20 0 40
v
/ r r � f r r � L_-
I / / r _
SCALE: 1 " =40' / ! rr x - - - -
W Qw�- ,oW
r /
,!y r j x r f ! f f Ii f r r j / / / / / Y -_ - <S 0.010
<25.24> S -
6100
SEWER CONSTRUCTION NOTES 0> 7 R
<S_0.01>
_
50 JOIN EXISTING SEWER LINE f r' ! ! f , 1/ / l l 28.74>
CONTRACTOR TO CONNECT WITH NEW 12 VCP LATERAL TO EXIST 12' VCP STUB ! l j l _ r' INV
5
z LOCATED AT EXIST. OCSD MANHOLE PER OCSD STANDARDS
51 INSTALL 4" PVC SDR 35 LATERAL PER CMSD STD. #S -104 -A & CPC REQUIREMENTS /
f f 5224.6
52 CONSTRUCT CLEAN OUT PER CMSD STD. #S -107 & CPC REQUIREMENTS ! f l - ll 52 29NV ` _ -i 31.02 RIM 4 ^ INV 5 N
28.85 INV 5 PAD =31.25 5
5: - CONSTUCT PRIMATE 48" 1. D. MANHOLE PER CMSD STD. #S -100 & CPC REQUIREMENTS x I f l r l / • FF =32.00 ° kv
,r � r !' i � %j, s' ( 5 =0 -0102
54 INSTALL 8" VCP LATERAL PER CMSD STANDARDS & CPC REQ.
55 TRENCH REMOVAL AND RECONSTRUCTION PER CITY OF COSTA MESA
STD. DWG. NO. 813. NO SLURRY BACKFILL ALLOWED.
If i f xD / >%I F o m l 5
56 ADJUST EXISTING MANHOLE TO GRADE �! ! 12 ° /; 7rI // 11 FUTURE B 3200 I CS ( �I
5 INSTALL 6" PVC SDR 35 SEWER MAIN LINE PER CMSD STD. #S -1 12 & CPC REQ. f / ;
r! !� f -� � E UILDING (NOT A PART OF PLAN) 0 0 �- V <2708>
w
{ a:
I I
Z)
0
❑, R z
i
a I
r
NOTE ENCROA
MENT
I
I
QUIR
D
°o
OF
--
MESA PU
IC
RKS
DEPT. PR/
R T
CO NTTR
-
NOTE ENCROA
MENT
PERMIT R
QUIR
D
FROM CI
OF
OSTA
MESA PU
IC
RKS
DEPT. PR/
R T
CO NTTR
TION
i11 _Q
58 CONSTRUCT PUBLIC 48" I.D. MANHOLE PER CMSD STD #S -100 f o ;t / 0 D INV I I r
59 INSTALL 12' VCP LATERAL PER CMSD STANDARDS & CPC REQ. �� �� 1-J
1J�� W
l� FUTURE GREASE INTERCEPTOR AND LINE PER SEPERATE PLAND AND PERMIT / l / J ® ® ® ® It 00 T_ Vi
5 =0.01 es I / 1
.89 INV -- 5 C.. J
f r jrJ e. a. 0.0100 CL D
A 1.29 RIM 30.80 RIM ,1-
5
NOTE: v ! / ,' ' 1 / /� ! � �7 J r t' � � 30.80 RIM I I
/ 5 25.371NV 5 5 (16.2 BOT 8"SS
1. ALL ON PLUMBING SHALL COMPLY WITH 2001 CPC REQUIREMENTS f xm 22.93 IMV 54 155 (1sz2) TOP s4 °ss
/ f / / I (9.22) INV 84 "SS
2. PROPOSED ELECTRICAL EASEMENTS PER SEPARATE ELECTRICAL PLAN f f ,' /� jlj / I 5
3. ALL EXISTING SCE ELECTRICAL EASMENTS AND MCWD WATER EASEMENTS f f / // / / fr' 5 30.44 RIM
ON SITE TO BE QUITCLAIMED // / O O Q C 22.60 IN I 510.01001 I 23 +05.19
4. SEE SEPARATE SET OF PLANS FOR DOMESTIC WATER IMPROVEMENTS. / /j // :7 ( I o 4 CMSD STA.
3 w EXIST. MH
�/ / /� ♦ >� o I 3 (31.53)RIM
22.461NV 22.98 TOP 6" SEWER I I ° 50
(21.39)INV MH
LEGEND
r �
- - - - ❑A PROPOSED WATER EASEMENT IN FAVOR OF MCWD
EXISTING STORM DRAIN EASMENT TO BE REMAIN
<2
�O2 p pygp =31.25 It
/ O
AJ.� 8> FF =32.00
/j /
CMSD STANDARD SEWER NOTES (Applicable notes to be shown on plans) / rr (, f f f ,' rrr I j
l r +
r
1. The sewer system shall conform to the standards of the Costa Mesa Sanitary
District // �f`l / �I o ll UILDING EQUIR SEWER BACKFLCM
2. Contractor shall request inspection from the office of the District Engineer 48 �j j / / �REVEN 77ON VALIIII IN ACCORDANCE
hours prior to commencement of work. Telephone: 9491631 -1731. ! / ,` / k F IIIII UPC LION 490 -A
3. Any work performed without inspection from the District shall be considered
unacceptable.
4. Contractor shall obtain CMSD sewer permit prior to commencement of work
o�
o
a
r.+�.
from the Costa Mesa Sanitary District, 628 W. 191h Street, Costa Mesa, CA ! ' x /
92627 949/645 -8400 ext.-3 229 f f l PAD =31.25 °
1 :
l l FF =32.00
/
n
1 necessary /
5. Contractor shall obtain al cessa permits that may b required e local
C n ry p y e q by th 1 �
governing agency. f 1 /l rl f
6. Contractor to have a copy of approved sewer plan and CMSD Standard Plans i / /
/ -
and Specifications on job site at all times. ,'� r -O
INV
7. Clay pipe joints shall be Type "G" mechanical compression joints for main > n
line sewer. Type "D" joints, Band -Seat or approved equal, are approved for
laterals and repair work only. / jj
S. 6" laterals shall be constructed from the sewer main to every lot.
9. All laterals shall be placed prior to surfacing of streets.
10. Stamp "S" on curb at sewer lateral locations.
11. Sewer main shall be air or water tested meeting District Engineer's approval. f / / j/ O T
12. nior to asphalt concrete paving, manhole frames and covers shall be left 6" / '
below finish grade. After street surfacing is completed, frames and covers / y jj ( AD =31.25 o / /'/ �
shall be raised to grade per Std. Dwg. No. S -105. // / f /% o FF =32.00
13. Sewer manhole frame and cover shall be Alhambra Foundry A -1270, or
approved equal. Cover to be stamped 'SEWER'. PIS 4� X
/ / / l ING L SEWER BACKFLOW
14. Sewer main shall be balled after all manhole frames and covers have been / / / / \
VAL ACCORDANCE
raised to grade.
25.81INV/25.76 BOTTOM 10" W.T. 3 I 0 21.49 INV 8 "SS IN
<> �✓ U I of + NOTE: CONTRACTOR TO
I I
VERIFY INVERT PRIOR
Co TO CONSTRUCTION
Q tI z
N N
EXI PNG 8"
C.M..D.
I
n
�00 I I I
\ I O
S= 0.0177
F.H.
W - --
y - -� - - - --
\ \ (
IEXISTING 24"
w 1W o w
5 W C ML &C WATER
I
6„ .. r„s S =0.01 - 1 Q
31.36 RIM 25 V 3I.88 RIM y As
/O' S 2717INV 5 IN ', °o S o 25.08INV 5
23.881NV 3 6.
3 RIM o° o
7 Ij nrr urn, c�rvry -f+ \\ \/
15. PVC pipe maybe used only with prior approval from the District Engineer. ! / /
16. If minimum separation distance between sewer and water main is not met, % ,c, / / / "' / / P
special construction requirements are to be used per Std. Dwg. No. S -110 -A / / / // m / \ /// <29.75>
or S- 110 -B. / t /l i /l /� / / /` / �� IV
s
17. Developer is responsible for replacing any existing laterals not found in field
/ p AD /
or found to be defective / 2 =31.25 G 4
i
18. Ali frtnch txcaoation and pipe bedding shall be constructed per Std. Dwg. N°.
5-112.
u •O
ERI dt T N) ,
� AD =31.25
Q% E' / ,
-\ FF =32.00
�.� o h zo <25.85> 5 s ?� ,r 23.34INI V 5 5 22.481NVM I" C1 I^
o - 51 4* �o S= 0.0100 W
5 0 ! 26.25INV 26.23 BOTTOM 6" SEWER 2p, v INV N 00 °26'27 E I 3 II 08 II N
26.20INV/26.89 TOP 8° PVC S.D. <26.21> 86.79' o I J+--
I r //��►•
INV - U_ try L.L
r _ �.
5 g I D W
512. 5226.65 �� �Yp r 23.39INV 23.91TOP C SEW. c 0 O r
-� 5= 0.01>V _ < 82> <S =O. 100> <27.15> < 764> r�°o�p \` `�iS M 6.52INV/26.50 BOT� 8" 5 . yr }! I (� Q
I INV INV $ a- a 0
<5 =0.01> <S= 0.0200> I
INV
INV BLDG. SEWER <S= 0.0200> 7 <28.35>
I
cn �' CMSD STA.
EX. M. H.
v 8.28 rn ! FH 0
32.25 PAD- 2.25 )• ,� 5 V °O 0 +-L 30.92RIM)
3.00 _� " I FF= 3.00 H$ z - ( )
I 23.041NV
-ANNUM GRATE DETA <5 =0.01>
I e29. I /> S E SHEET 6 M 5
INV Ej..... - - _-
I
1 ---- - - +, 52 21.22 $ of I
t SEE SHEET 61L <30 9 o _ Z� 1
._
BUILDING REQUIRES SEWER g ! .O20D 51 4- o
5
SACKFLOW PREVENTION PIPE �ETAL 5 =�020V 5 �� a
VALVES IN ACCORDANCE E SHEE1 6 <29.21> =002 >, 2058 z�
WITH UPC SEC AIL ■ I o NV 52 N
OETAIL
141", 7 N
IN ,/ v s --� A 0 6.52 s2 � � I I J
31.3 RIM / �° / // V A FEET 6 "" ti3 •31 _�
25.50 INV 52 / / j \ \ <29.90 5- 0.3477 51 ry.
128 I V Ll
/ PRIOR .€0 ONS� / M l PAD =32.25 BUILDING R UIRES SEWER BACKFLOW PAD =32.25 < 2.77> <30.00> 0 7.0 0 51 ics-1 <S 0020> 57 t- �r
/ / f.e 1 ) FF -33.00 <28.09>
xi ' / <31.77> F =32.25 INV
N ° ER / PREVENTION VALVES IN AC ORDANCE FF =33.00 INV • INV '-
r p t! WITH PC SECION 4 -A 4' INV o 26•
f R:L34..1; 07" - / H. INV BLDG. SEWER - -- - 1 -33.00 <5- 0.020> o 2 31N /2g.
r r L G. SEW
2 09 - \ / I f ^ <5= 0.0200> 21NV 5 5 °o I 19.651
m
7TI t f
<5 =0. 200> o° ° I I 0 yr I I I
«- - �I 5= 0.0642 ° h h r ( I 231NV
f U �� I Ln 52 n <r o INV 4
(c s C.O.
22.13 n MENT I 25. p 8
�\ \ I �) I I '�r- 5 ^z °z 1 o'�Da
xni O / rn �\ \ ( 51 v v v 51 N' 19.36/ I 1 2g 43
r cn \ I 5 =0.010 O 5 62 g 89
A \ - - - - -- 1 8 L - -- - -- - - -- -- -- _ - - - -- e"s -- a•,S - I 19.2p1
J - 32.20""'
- I - i § 21.13 INV o 3 5-0 01 tj0 I
/ xm z y 0•.w -- w, 5= 0.0200 z °o ? ry N 2 0
I \ t0 w t0 "W
f o g \ \� t �o
� 0 0
rn o
CID I
x o
c.
-o
nr
-
- - - - t - - N n N ° N O I o v_ NOT : CONTRA TOR TO
4 ' \ ( - .s i ! m r 51 51 ^ 51 51 54 0 ,; VERIFY INVERT RIOR
Q
z
SOLE
42 +39.94 WITH
ING 12" VCP S
R W '_J �• i }•° -- - - �,-c ONSTRUCTI
:.•
-- - - -- -
.n LU
26.J11NV/26`21 BOTTOM 12° S.D. / r rc r - - - � - paOm � H ° y9 U
CMSD STA. 21.481NV/22.00 TOP 6' SEWER MAIN
CI EXIL S.D. CULVERT o
EXIST 24.04 INV d
M.H. XISTING 8" SS 28.71 RIM HYLAND AVENUE HYLAND AVENUE 5 8.61 NI 0 30.54 RIM h i N
GREASE fNTERCEPTOR
_ - PER SEP. PLAN -- 59 3 70:00)INV � No. 31737 m 2
' 46 +00 45 +00 44 +00 43 +00 42 +00 - 41 +00 40 +00 39 0 38 +00 -- - 37 +CO 36 +00 - 35 +00 �4 +00 " m _ m
- - -�- - + �- - rte- - I- ♦ - �- - NOT ENC OACHMENT A
/ (2 S =
9)R/M 0009 EXIST - -.._..
E: T.
C INV M.H. o PERA41T 6.70 FROM CITY OF I ST q civix- P °
oFc X_
O
.a - -- - - - - -- - -,
� z "x - - - - - 2 "2"W _ � >,a - 2' MESA PUBLIC WORKS x
U ,41 DEPT. PRIOR TO o a
'Z-
AZ -- -- -- -- 4 / CONSTRUCTION
`
O/Q -v "2 19 _.�__ _.._ - -__ _. -_ - -' -__ . -- - .__....- - -... { ,� Ln VI- Ln
CAUTION! G05 - 0002 5
BUI
S - IL T /22/ 00
/ - PA �'' L 1 - 1-PARCEL 2 SEWER CONTRACTOR SHALL REFER TO
THESE PLANS PRIOR TO CONSTRUCT10N
PA-04-05
OF BUILDING SEWER LINES. WDID 8 3OC33441 3
U
U
REVISIONS PREPARED BY: DATE PREPARED FOR: CITY OF COSTA MESA SHEET W Q
DATE DESCRIPTION APP. BENCHMARK DESIGNED BY: JP,JG,JHP 12/05 11 2 U°o
HUNSAKER &ASSOCIATES BIRTCHER I I
2006 -06 -07 EXTENDED 3311 HYLAND BLDG. SEWER LINE AND ADw'USTED DOWNSTREAM ELEVATIONS. � I R V 1 N E , I N C BENCH MARK NO.: 1F- 164 -99 DRAWN BY: RS,WD,JP 12/05 DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION m
REALIGNED SEWER ALONG REVISED MIDDLE ENTRY OF'= OF SUNFLOWER ST. , PLANNING ENGINEERING SURVEYING ELEVATION: 30. 197 DATUM: NAVD 88, 1995 OCS ADJ. CHECKED BY: WLH 1 2/05 OF 25
CHANGED JOIN POINT OF WESTERLY SEWER LINE FR' M MIDDLE OF LINE TO EX. M.H. Three Hughes Irvine, CA 92618 PH: (949) 583.1010 FX: (949) 583.0759 DESCRIPTION: FOUND 3 3/4° OCS ALUMINUM BENCHMARK DISK STAMPED Development
PRECISE GRADING PLAN Z
CHANGED GREASE INTERCEPTOR LAYOUT "1F- 164 -99 SET ON THE NORTH END OF A CONCRETE HEADWALL FOR THE RECOMMENDED BY: a Brandon fairtcher company I PLAN Z m
- 18201 VON KARMAN, STE 1170 SEWER PLAN NUMBER °
REVISED ELEVATIONS FOR SEWER U -S FOR 330.,, 3311, 3313, 331.i, 3321 & CHANNEL D73, MONUMENT IS LOCATED IN THE SOUTEAST PORTION OF THE
3323 HYLAND AVE BUILDINGS. REVISED SEWER ALIGN. TO HYLAND AVE AT SEWER CON. INTERSECTION OF HARBOR BOULEVARD AND SOUTH COAST DRIVE, 58FT IRVINE, CA 92612 SOUTH COAST HOME FURNISHINGS CENTRE N
2006 -12 -14 REVISED SEWER CONNECTION AT 3305 HYLAND AVE EASTERLY OF THE CENTERLINE OF HARBOR BOULEVARD AND 60 FT CONTACT: ALAN TUNTLAND HYLAND AVENUE
2007 -08 -22 As Buars
WILLIAM L. HARRIS R.C.E. 31737 DATE SOUTHERLY OF THE CENTERLINE OF SOUTH COAST DRIVE. MONUMENT IS UP 1 FT (949) 502 -5502 COSTA MESA, CALIFORNIA a 3
R:\ Projects\ 0051\ Engineering \SY- Gradine \Grd- Precise \SHT1 1 .DWG