1987-4561 TM (Plans)NoText
SEWER NOTES:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION: THE SAN DIEGO
STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS
COMMITTEE, AND THE FOLLOWING SPECIAL PROVISIONS.
1. TRENCH WIDTH SHALL BE PER S.D.R.S.D. NO. S -4 UNLESS OTHERWISE SHOWN.
2. PIPE AND BEDDING CONDITIONS:
(A) ALL PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK
BENEATH THE PIPE.
(8) V. C.P. SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6) SIX
INCHES MINIMUM ABOVE THE PIPE AND SHALL BE SAND, GRAVEL, CRUSHED
AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND
EQUIVALENT OF 30 OR BETTER.
(C) P.V.C. PIPE SHALL HAVE BEDDING FROM THE BOTTOM OF THE PIPE TO (6)
INCHES MINIMUM ABOVE THE PIPE AND SHALL BE 3/4" CRUSHED ROCK.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE
LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE DISTRICT
ENGINEER. AIR PRESSURE TESTS SHALL BE USED UNLESS OTHERWISE DIRECTED BY
THE DISTRICT ENGINEER.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES PER S.D.R.S.D. NO. 17 POURED IN
PLACE MANHOLE BASES SHALL BE FINISHED COMPLETE AT TIME OF POUR. PRECAST
MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH
INSPECTOR'S APPROVAL.
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER S.D.R.S.D NO'S S -13
AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES.
6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
7. THE FINAL LOCATION AND ELEVATION OF SEWER MAINS & LATERALS SHALL BE "AS-
BUILT" ON THE ORIGINAL PLANS, PRIOR TO ACCEPTANCE FOR PUBLIC USE.
8. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT
ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
9. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48
HOURS IN ADVANCE OF BEGINNNING WORK TO ARRANGE FOR INSPECTION OF THE
PROJECT.
11. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF PUBLIC
WORKS FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY.
12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF
ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE DISTRICT AND
SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK ,TOGETHER WITH ANY OTHER
WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN
WORKMANSHIP AND /OR MATERIALS, WITHIN THE ONE YEAR PERIOD FROM DATE OF
ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER. ORDINARY WEAR
AND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED.
PRECISION
FEB 10 `1907
NhIC2.0FI LPOED
QRGFESS /p\
N0. C21515
EXP.9 -30-69 -
WATER NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE
CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR AFTER THE DATE OF ACCEPTANCE.
2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY
THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN DIEGUITO WATER DISTRICT
AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TM
OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET.
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERIVCE AND METER BOX FOR
EACH RESIDENTIAL LOT.
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA
DIVISION OF SAFETY FOR ALL TRENCH WORK.
7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7
FEET FROM FACE OF CURB WHERE CONTIGUOUS SIDEWALK WILL BE CONSTRUCTED.
8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY
DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN EXISTING COUNTY RIGHTS -OF-
WAY.
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES
ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, PRIVATE EASEMENTS,
AND THE RESULTS APPROVED BY THE COUNTY DEPARTMENT OF TRANSPORAT ION,
BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO
WATER DISTRICT OFFICE.
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE
CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S
SPECIFICATIONS.
12. THE CONTRACT OR'SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48
HOURS IN ADVANCE OF STARTING WORK TO ARRANGE FOR INSPECTION OF PROJECT.
13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATIONS.
14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONTITUTE A REPRESENTATION AS
TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF,
ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT. -
C
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A.C. kukrj. � ` e` Wt
PLANS AS- BUILT BY:
1'i'lanITOU engineering company
civil engineering, surveying A planning
350 W. 9,h Ar.n.., F,<ondido, Colilo,nlo 97025 T.n.ph ... :(619) 741 -9971
NORMAN C. ARNDT, R.C.E. 21693 BATE
r 4 e ,z••
Rounded pipe ends, tO
1 i
we drawing 0.61 \ \�
1 1
2-14 bars
.l 1,
1 �
A A t same slope as
A r4 @12"
Fill
both ways t
For frame and grate details, see
dwgs., D -13, 0 -14.. & 0-15
ZlCn L
oZ
I- W
N S
Z I-
ao
Fm
,
a C
N }
H
m
>r Slope floor 12:1 E
toward outlet I ,e
2' -0"
i
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PLAN I SECTION A -A
C
3- 6-
I 3" 1 0 R
1/2" R I P.I. 1/2" R
SECTION B -B
NOTES
1. See Standard Drawing 0 -11 for dimension T and additional
notes and details.
I When V exceeds 4', steps shall be installed. See Standard
Growing 0 - 11 for details.
3. Exposed edges of concrete shall be rounded with a radius of
1/2 ".
4. Maintain 1 1 12- clear spacing between reinforcing and surface. ..
S. Type E inlet to be used only with rolled curb. See Standard
Drawing G-4
G. Transition 10' to curb Section 8 -8 at inlet, both sides
Revision By Approved date
"CoFROED W THE We alEE SAN DIEGO REGIONAL STANDARD DRAWING
eE610ea1 aTMO,Fees (x1eeITtEF Reference tFy jA'.6. 10 43
..•6.�- a�E 19.E' -an. CURB INLET - TYPE E
NUMBERG
THEORET ICAL
FACE OF CURB
L /NE \
I
6w I
9 f
DETAIL III AIt
N.T.S.
/0 If
ELEVAT /ON
PO /NT DA/-'�
PROF /LE 4
TA 4-
QA A• A A lry . A ..A : A•.
A e .
A A e A A A G A
ALL OTHER 011WENS/ON9 e DATA PER SAN DIEGO REGIONAL
STANDARD ORAW/NG 6-4
SECTION C -C
DETAIL "BII CURB AND GUTTER - ROLLED
PERMITS
GRADING PERMIT NO. L-1019
MAJOR USE PERMIT NO. P85 -080
TENTATIVE MAP NO. 4681 -1
C3UNTY APPROVED CHANGES BENCH MARK
NO. DEDCRIPTION APP'D MY GATE
DEfCRIPTIQt MTANDAIW OIfC fTAaMEO N1f1 -lfff
IQ A5- 8imrs-6 -3 -88 lzas) Iftwom
LOCATIO►t IN S. PACE OF fYILDINf, N. fID[ OF 't' STREET.
KTWEEN NIMMAY 101 AND A.T. f S.F. RAILADAO.
RECORD Flem MAN DIEfa t/OIMTY f[Nclit K, N011TN COtNTY
ELEVATIOK 77.4f4 DATIMt N.A.V.O.
(MODIFIED G -4) N.T.S.
No 21693
Exp 9 -3o -a9 I�
PRIVATE CONTRACT
F
S 2 T COPARTeaH4T CIF gPUMILIC Irolfu
SHEETS
MOONLIGHT COVE
COUNTY OF SAN DIEGO TRACT NO. 4561 -1
CALIFORNIA COORDINATE INO[tt fli -14"
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DIRECTOII OF RALIC aIn
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J.N. 770
UES1986 L
TM
4551 -1
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J.N. 770
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12101'
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456'
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30 °08'15"
47'
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1 168024'17"
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115.02'
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9714'
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89 °02'24"
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23.31'
TiPAN56 "IYPE "0"06 TO ROLLED
13
130 046'22"
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456'
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/4
30 °08'15"
47'
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15
1 168024'17"
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115.02'
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4786'
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26601'
"D" STREET
C
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1 168024'17"
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NO °31'11 "1f /
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12101'
115.02'
2
NO °31'11 "W
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47'
24.72`'
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2'
3B8'
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1 1
1144'
6'" 8-1 CLLPB
O WATER DATA
NO
d /BEARIAC
RA0 111S
LENWN
REMARKS
I
NO°31'11"W
-
13701'
8 "BY.C. (C -900
2
N0031W-'IjW
-
100.66,
"
3
00 °2728"
156'
55.70'
—77797
54 "R•C.P. (1650 -D
4
Z8°34'Zll,
156'
89.46'
54"R.C.P. "
5
1 N49°33'00"N
-
174./9'
"
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1 32004'49"
1 180'
1 /00.78'
I
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NO.
41AFAR /N6
RAO /US
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REMARKS
1
N80060" 6"E
-
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/8 "R.C.P. (1350-0)
2
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34 010'23"
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89.46'
54"R.C.P. "
PLANS AS-BUILT BY:
f'ti'tanITOU engineering company
civil enginoring, surveying A plonning
350 W: 9th A.dnu., Escondido, C. ilarnio 92025 7.1*phono (6191 741.9921
�ilinov % �i�.rrOr -1
NORMAN C. ARNDT, R.C.E. -21693 DATE
PERMITS
GRADING PERMIT NO. L-1019
MAJOR USE PERMIT NO. P85 -080
TENTATIVE MAP NO. 4581 -1
COUNTY APPROVED CHANGES BENCH MARK
NO. DESCRIPTION APP'D BY DATE
DESCRIPTION: STANDARD DISC STAMPED N131 -1833
LOCATION: IN S. FACE OF BUILDING. N. SIDE OF 'E' STREET.
BETWEEN HIGHWAY 101 AND A.T. 6 S.F. RAILROAD.
RECORD FROM: SAN DIEGO COUNTY BENCH BOOK. NORTH COUNTY
ELEVATION: 77.434 DATUM: N.A.V.D.
� N0. Ll(iyi z
Exp. 9-30 89 C.
a.I
clok-
q/f OF CAl \E ®�� �" P
E`
0=°
PRIVATE CONTRACT c"
sn
SHEET
COUNTY OF SAN DIEGO
��.
4 DEPARTMENT OF PUBLIC WORKS
p
RECOMMENDED FOR APPROVAL APPRO
SUBDI ION MNGINEER FOR GRANV LLE M. BOWMAN L
DIRECTOR OF PUBLIC WORKS
man a
Co
m�
OF WORK:
C
e9
O
NORMAN C.
23883
ARNOT,
TZ
®
� C
"<
H
p
RECOMMENDED FOR APPROVAL APPRO
SUBDI ION MNGINEER FOR GRANV LLE M. BOWMAN L
DIRECTOR OF PUBLIC WORKS
man a
SC 0 Y
ENGINEER
OF WORK:
O
NORMAN C.
23883
ARNOT,
RCE
SC 0 Y
TM A
4561 —1
Pro/ B%
J.N. 770
UES 1986 L
�
S� ��
W
22 � 23
w
0
24
25 26 0 27 h �� $ oo ob"'
Ot 00.00 f TR /TON a,?CLE=
2175.52 >s 0ESC4D0 PLACE Y 1 1 S I�I W s W S 745
2t .97 Pc.R 46
0
SEE SHEET 45
NO. 4
PESCADO
PLACE N 40 41 42 43 4 "/9.63
/Ai /155.44
/3E.9a �-T-„ -r-Tn� b P.CR 44
7127./4 f TR /TON C /RCLE= i
/t 2/. 0/ i` PE5CADO PLACE 1
pp C 9�30;81
PRECISION
FEB 10 ;J87
I �
SCALE P
3"05.3/ P.CR.
29
It
3t45
1 "Aa!
30
N
31
t3Z.45 P.C.R.
32 - 4135.41 e STA
/0.55' L - 45 °ELBOW
33
y I"=40'
w
O CURB DATA
110.
I V REAR /N6
84,0111S
LENCTTN
REMARKS
!
78° 54'30'
20'
NENGTq
�POLLEO CURB PEK
2
19 014135"
2001
6717'
«
3
/9 °03'24"
165'
20065'
"
4
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-
20/,29'
"
5
89002,190
30'
1 46.62'
P " "
6
N0031111 "W
-
142.18'
f, .11 "
7
90 057136"
30'
4763'
" " it
8
N69 033'35 0N
-
23670'
F'
9
90 05736"
30'
31.75'
10
89 002'24"
30'
3108'
"
/!
89 033'35 4W
-
21753'
12
50057'36"
20'
31.75'
13
NO °31'11 "W
-
102.18'
14
89 002119"
20'
26.42'
" It "
/5
N89 033'30'7!
-
/8/.62'
" it At
16
1 1805613411
135'
44.63'
"
17
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18
1 79 023',3 "
20'
277PI
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11:1
O SEWER DATA
NO.
018EARING
RAD /US
LENCTTN
REMARI(S
!
N71 °11'55 'E
-
2969'
8 "P. PC.
2
19 014135"
2001
6717'
«
3
N39 033130 "91
-
20065'
"
4
N0031'11 "W
-
/72J8'
"
5
N89 033'35 "W
-
285t54'
"
6
90 °57'36"
35'
55.56'
,�
7
1 N89033251W
1
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NO.
018EARING
RAD /US
LENCTTN
REMARI(S
!
N71 °11'55 'E
-
2969'
8 "P. PC.
2
19 014135"
2001
6717'
«
3
N39 033130 "91
-
20065'
"
4
N0031'11 "W
-
/72J8'
"
5
N89 033'35 "W
-
285t54'
"
6
90 °57'36"
35'
55.56'
,�
7
1 N89033251W
1
1 ?5fffl5'j
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Q CENTERLINE DATA
N0.
G / BEARING
RADIUS
I LENGTH
REMARKS
!
N71 011'55 "E
-
31.06.
23.26'
2
19 014'35"
150'
50,38'
0-
3
N39 033'30"!U
-
199/,62'
lt
a '
89 002'19"
35'
54.39'
0-
" "
5
N0°31111 "A"
10 .18'
/52.18'
6
90 °57'36"
35'
55.56'
,�
7
1 N89033251W
1
1 ?5fffl5'j
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Q WATER DATA
W.
46 BEAR NG
R4L010
LENGTH
REMARKS
1
N71011'55'E
-
23.26'
8 "P. !/.C. (C -900)
2
19 014'35"
156'
52.39'
" "
3
N390 -090'0
-
211.95'
a '
4
N44°33'X''vX
-
!4.38'
" "
5
N0°31111 "A"
-
/52.18'
"
6
N45021625"E
1
1 13.91'
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7
1 N89 °3335 "W
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W.
46 BEAR NG
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LENGTH
REMARKS
1
N71011'55'E
-
23.26'
8 "P. !/.C. (C -900)
2
19 014'35"
156'
52.39'
" "
3
N390 -090'0
-
211.95'
a '
4
N44°33'X''vX
-
!4.38'
" "
5
N0°31111 "A"
-
/52.18'
"
6
N45021625"E
1
1 13.91'
"
7
1 N89 °3335 "W
I
I 2`76.54'j
PLANS AS- BUILT BY:
t718111TOU engineering company
civil engineering, surveying A planning
350 W. 91h !Aran.., E.aondidc, Colilornio 92025 /d.phonr. (619) 74I -9971
NORMAN C. ARNDT, R.C.E. 21693 DATE ff
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GRADING PERMIT NO. L-1019
MAJOR USE PERMIT NO. P85 —OBO
TENTATIVE MAP NO. 4561 -1
COUNTY APPROVED CHANGES BENCH MARK
NO. DESCRIPTION APP'D BY DATE C
DESCRIPTION: STANDARD DISC STAMPED N131 -1833 RECOMMENDED FOR APPROVAL APPROVEW
IQ 'AS -BU /L TS "6 -3 -899 Q4�b a(q/tr a 4 ^ 3
LOCATION: IN W FACE OF BUILDING, N. SIDE OF 'E' STREET, ^,�- � }
BETWEEN HIGHWAY 103 AND A.T. 6 S.F. RAILROAD. SUBD SIO NGINEER FOR. RAN ILLE M. BOWMAN L.
DIRECTOR OF PUBLIC WORKS
ENGINEER OF WORK:
RECORD FROM: SAN DIEGO COUNTY BENCH BOOK, NORTH COUNTY
ELEVATION: 77.434 DATUM: N.A.V.D. NORMAN C. ARNDT. RCE 21883
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IQ 'AS -BU /L TS "6 -3 -899 Q4�b a(q/tr a 4 ^ 3
LOCATION: IN W FACE OF BUILDING, N. SIDE OF 'E' STREET, ^,�- � }
BETWEEN HIGHWAY 103 AND A.T. 6 S.F. RAILROAD. SUBD SIO NGINEER FOR. RAN ILLE M. BOWMAN L.
DIRECTOR OF PUBLIC WORKS
ENGINEER OF WORK:
RECORD FROM: SAN DIEGO COUNTY BENCH BOOK, NORTH COUNTY
ELEVATION: 77.434 DATUM: N.A.V.D. NORMAN C. ARNDT. RCE 21883
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APproyea by
J.N. 770
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NO.
d /BEAR /NG
WHOM
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35'
5732'
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2
8 044'22"
135'
20.42'
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3
N12e03'00'W
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N77097'60T
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8
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2700'
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N12003'C2 W
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1.72'
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1 13'
20.42'
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N12003'0 01Y
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218.43'
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165'
35.97'
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23.31'
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a =130°4622"
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456'
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17
a= 31 °03'17"
47
25.47'
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18
a= 169°46'55"
Z.
5.93'
19
NO 026'25 "E
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00
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DEPARTMENT OF PUBLIC WORKS
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NO.
DESCRIPTION
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= z
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RECOMMENDED FOR APPROVAL
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'S95- BU /LT" 6-3-88
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LOCATION: IN S. FACE OF BUILDING. N. SIDE OF 'E' STREET.
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SUBpD 3I'ENOINEER
FOR ORANV LE M. BOWMAN
DIRECTOR OF PUBLIC WORKS
RECORD FROM: SAN DIEGO COUNTY BENCH BOOK. NORTH COUNTY
ENG OO�F WORK :
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TM
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13 CURB DATA
NO.
d /BEAR /NG
RAD /US
LENGN
RE1W,4R1ir8
l
93 050'03"
35'
5732'
TRAA(S 6"7YfE r70A''a&9CA
2
8 044'22"
135'
20.42'
ROLLED CURB PER LETA /L
3
N12e03'00'W
-
27('x43'
" " ••
4
N77057'007
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6 "STANDAR0 CURB
5
90 000'00"
1.3'
1992'
ROLLED CURB Pf b!67A/L
6
N77097'60T
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30.00'
6"STANL 48,9 CURB
7
N12003VY1#1
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49001
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8
N77057'00'E
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2700'
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9
N12003'C2 W
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/2.07
it a "
JO
32 °50'58 "
3'
1.72'
A " 'le
11
89 059'54"
1 13'
20.42'
ROLLED CUR3PERDETA/L
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N12003'0 01Y
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218.43'
" "
13
a*29'26"
165'
35.97'
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NO 02625 "E
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15
90000,00"
15'
23.31'
RAMS 6 "TYPE'X "'70MOLLEDCS
16
a =130°4622"
2'
456'
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17
a= 31 °03'17"
47
25.47'
" "
18
a= 169°46'55"
Z.
5.93'
19
NO 026'25 "E
-
23..31'
00
A- 90`170'00"
Z'
3.14'
" '
Z/
A1 °33'35
-
l /. //'
6" B -1 CURB
O SEWER DATA
NO.
4 19,fAR 1N49
RAD /US
LEN6Tf1
REMARKS
1
N5037W10'
-
75.62'
8 "P. KC.
2
°2G'OO"
200'
22.46'
"
3
N 12 003'001#
1
25631,
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NO.
41BEAR /N6
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I LEN6lH
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1
N0026125 "E
-
6. '
8 "P. KC. (C -900)
2
/2029'25"
1 /56'
3405,
" "
3
N10003'6191 /
1
26143'
it
PRECISION
FEB 10 01987
1Y71CROFI L P,470
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NO.
d /BEAR /NG
RAD /!!S
LENGTH
REMARK$
1
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5ra33'
0-
2
12029'25"
/50'
32.70'
0-
3
Nl2°03W "W
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274643'
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SCALE 1 "= 40' tit.. e PR04 /DE Z'OPEA/ /A/G
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PLANS AS-BUILT BY:
manITOU engineering company
civil engineering, adrvering l Planning
350 W9.1, genre. Esap/d�ide, C.11ibrne 97045 7Nephpne (619) ..741 -9971
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MAJOR USE PERMIT NO. P65 -060
ARDEN DRIVE
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DESCRIPTION
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SUBpD 3I'ENOINEER
FOR ORANV LE M. BOWMAN
DIRECTOR OF PUBLIC WORKS
RECORD FROM: SAN DIEGO COUNTY BENCH BOOK. NORTH COUNTY
ENG OO�F WORK :
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