356 'PERFECT•PaoriL[
PLATE A
RODNEY STOKES CO.
I
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GENERAL NOTES WORK TO BE DONE
1. THE STRUCTURAL SECTION MLL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STAN THE IMPROVEMENTS CONSIST (F THE FOLLOWM
WOW TO BE DONE ACCOMM TO THESE PLANS; THE
DARDS AND AS DETERMINED BY THE MATERIALS LABORATORY. CURRENT SAN DIEGO COUNTY ENGINEERMIG DEPARTMENT STANDARD SPECIFICATIONS
AND SPECIAL
2. ALL UNDERGROUND UTILITIES AND LATERALS ARE TO BE INSTALLED BEFORE THE PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS AND STANDARD REFERENCE DRAWINGS.
CONSTRUCTION OF CURBS OR THE SURFACING OF STREETS. 11 FOR GRADING PLANS SEE PERMIT NO. L -7702 IHPROVEMENTS STANDARD
DR LEGEND
3. A PERMIT SHALL BE OBTAINED FROM THE COUNTY OF SAN DIEGO ENGINEERING 12. POWER SOURCES AND RUNS SERVING STREET LIGHTS
DEPARTMENT FOR ANY EXCAVATION WITHIN THE EXISTING RIGHT OF WAY. SHALL BE SHOWN ON THE "AS-BUILT" IMPROVEMENT P.C.C. CURB 9
R 207 -4T
8 PAVING TYPE "G" 8 SIDEWALK G
4. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND DRAWINGS. ALL SOURCES SHALL BE LOCATED PREPARATION
OF SUB-GRADE / G r 'T
INSTALLATIONS. FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND WITHIN THE DEDICATED RIGHT - OF - WAY OR WITHIN
P.C.C. DIKE 2 01-2
APPURTENANCES CONTACT: SAN DIEGO GAS & ELECTRIC COMPANY. EASEMENTS DEDICATED TO THE COUNTY OF SAN / STREET LIGHT
201
5. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALL DIEGO. Lf_l. %�.:.QD1�1 STREET NAME SIGN
3 r! 70001.. _°°° 0 -2 - T o-
ATIONS. FOR LOCATION OF CABLES a APPURTENANCES CONTACT: PACIFIC TELE- / STOP SIGN
PHONE COMPANY.
STREET SURVEY MONUMENT 218 219 v
6: CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT CURB INLET , TYPE "A" D-5 I
THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF vuL CAN - -E
tit
�T.-- � - ---Y CURB INLET, TYPE "B" D - 6
RECORD OR NOT SHOWN ON THESE PLANS. —
aD HIGH 101 R.C.P. STORM DRAIN (1350-D) —_
7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY — - STORM DRAIN CLEANOUT, TYPE "A"
D =_ _
AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENT, AND BEAR THE COST / P.C.C. GRAVITY HEADWALL D -1
OF RELOCATION OF ANY UNDERGROUND INSTALLATION. PC.C. DITCH (PRIVATE)
8: APPROVAL OF THESE PLANS BY THE COUNTY ENGINEER DOES NOT AUTHORIZE r — i �_ .L40P P.C.C. DRIVEWAY (FIELD
VERIFY LOCATION) 207 4T,306- 1,305 -3T
ANY WORK OR GRADING TO BE DONE UNTIL THE PROPERTY OWNER'S PER- -�
MISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 1 �_� NO yr A.C.WATER MAIN (CL 150)
9 CONTRACTOR SHALL UNCOVER LOCATION OF ALL CONNECTIONS PRIOR TO BE- T BUTTERFLY VALVE r36.v
FIRE HYDRANT ASSEMBLY
GINNING INSTALLATION TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN \ _ A.C. x A.C. x FL. TEE WIFLANGE VALVE
ON THE PLANS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF AUTO. AIR RELEASE z
THE ENGINEER OF PRIOR p A.v.
TO PROCEEDING.
10 ALL TELEVISION SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALL- \ \� I" WATER SERVICE (COPPER) - (FIELD
VERIFY LOCATION)
ATIONS. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: TM CABLEVISION _
SEWER SYSTEM PH.436 -2693 " _ -_ _ - VITRIFIED CLAY PIPE SEWER MAIN
� PACIFIC OCEAN it It If " LATERAL (FIELD VERIFY LOC.) (LCWD S
CONC SEWER MANHOLE (LCWD S - 4, S M•'4
I. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. VICINITY MAP SEWER CLEAN (D. E.) (LCWD
S - 9,S _ 0 D.[.
2 THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D INSPECTOR PRIOR TO BACK-
FILLING OVER ANY SEWER "Y" S.
CANTILEVERED MASONRY RETAINING WALL (TYPE LM -4) C -61 �
3. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. Wit E#
4. NO REVISIONS SHALL BE MADE TO THESE PLANS W/O APPROVAL OF L.C.W.D. ENGINEER. - —__ 64' 56' VARIES
- -
5. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTI A REPRESENTATION AS TO _ I8' # VARIE S 18' VARIE lo'
THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY 10' 10 - _ - 18 - -- IS 18� -- --
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. t 5' 8r . 5, 5
--
6. CONTRACTOR SHALL NOTIFY LCWD. 48 -HOURS IN ADVANCE OF BEGINNING WORK SO THAT P
8 .�,
INSPECTION CAN BE PROVIDED,
7. ALL CONCRETE TESTING RE Q UI R ED r. \�
?i CA t 0 AS BUILT
B
o ,�
Y THE DISTRICT WILL BE THE EXPENSE OF THE CONTRACTOR.
9 ± z�:.i o . �
JOB MIXING OF CONCRETE
0 M z = z
WLL NOT BE ALLOWED WITH LEVEL LINE
OUT THE PERMISSION �, _
OF THE �J
2% o o _+ < < • LEV L LMIE I ��� �•• �oeG
L.C.W.D. .
2 %
TYPE "G "CMG THOMAS H. TICE L.S. 5196
�—
" '�`�. + FEBRUARY 1
9. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 4 P.C.C. SIDEWAL7
,� � �� s� � TYPE "G'� C � G ?� FEBRW0, 1984
10. SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED IN AC- 2 "A.C. /4 "MIN A. B. (SEE NOTE � 4 PCC. SIDEWALK
./ 4 " MIN A.B. (SEE NOTE 'fl) 7 ���' �QF
(714) ARY 961- 0405
CORDANCE WITH THE LEUCADIA COUNTY WATER DISTRICT SPECIFICATIONS AND \ �y
STANDARD DRAWINGS (AVAILABLE AT DISTRICT OFFICE).
11': ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48" MIN. COVER. FWT WALL LIMITS:
12. LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
COOP STREET STAI «40'TO 1.97'\ COOP CT.
13. ALL LOTS SHALL BE SERVICED WITH A 4" V.C.P. LATERAL SET AT A MINIMUM N.TS NTS.
GRADE OF 2.0% AND A MINIMUM DROP OF 0.3' . THE INVERT DEPTH SHALL BE
A MINIMUM OF 6' BELOW TOP OF CURB AT PROPERTY LINE UNLESS OTHERWISE APPD.
14 ALL PIPES SHALL HAVE A 4" MINIMUM CRUSHED ROCK BEDDING (LCWD STANDARD
DRAWING NO. S-12). W L E.
15. ALL LATERALS AND MAINS SHALL BE AIR - TESTED AFTER CONSTRUCTION OF 90 ,
ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS,
16. WHERETRENCHES ARE WITHIN EASEMENTS, SOIL REPORTS SHALL BE SUBMITTED TO ENGINEER -OF -WORK 8 TO 12' 30' 14' 29' 37'
DEVELOPER OWNER
DISTRICT'S ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFLL WAS COMPACTED 3 'MIN. LA COSTA DEL PAC
/F /�O /NC. LA COSTA DEL AAC /� /CO /NC.
AS DIRECTED BY THE SOILS ENGR. IN ACCORDANCE WITH ONSITE EARTHWORK SPECS. 8r DISTRICT SPECS. EXIST
17 THE CONTRACTOR SHALL PROVIDE A COPY OF THE EXCAVATION PERMIT & SAFETY LETTER TO THE L.C.W.D.. BLS 1801 NEWPORT BLVD.
.
2 % EXIST PAVEMEN I COSTA MESA, CALIFORNIA
L � _ Z — — — —
18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMIT A DETAILED PLAN SHOWING THE — — — — --
DESIGN CFSHORNVG,BRACING,SLOPING,OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF 4 "PC.C. SIDEWALK
CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. 1 HEREBY AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS
THS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER 3 "A. C. /6 " MIN AB. OLD HIGHWAY 101
WITHIN EXISTING COUNTY RIGHT - OF - WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CON
WATER SYSTEM
N. TS, STRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY
UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDANT OF ANY OTHER WORK ASSOCIATED WITH
1. ALL WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPEC- THIS DEVELOPMENT OR UNDER MY CONTROL.
IFICATIONS OF THE SAN DIEGUITO IRRIGATION DISTRICT. TYPICAL STREET SECTIONS NOTE: ELEVATIONS SHOWN ON PROFILE
PRIVATE CONTRACT c - 77oz
i J�YI�I
2 TOP OF WATER MAIN PROFILE SHALL BE 36" BELOW CENTERLINE FINISHED GRADE ( 18. CONT.) l S HEET T =COUNTY OF
SAN DIEGO I 3
I�1 _
UNLESS SHOWN OTHERWISE ON PLAN. PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED
ENGINEER DEPARTMENT
SHEETS
LA COSTA DEL OgciFico nvc.
BY THE CONSTRUCTION SAFETY ORDERS,THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL PLANS FOR THE IMPROVEMENT
OF
OR STRUCTURAL ENGINEER AT THE CONTRACTOR EXPENSE. RANCHO SANTA FE ENGINEERM CO.
PO. BOX SAN PHONE: CAL IFOR NI A
LA COSTA DEL PACIFICO
RANCHO SANTA FE CALIFORNIA
SEWER AGENCY . WATER AGENCY COUNTY APPROVED CHANGES
FR i,ISio[i No. Description Approved By Date BENCH MARK OC 142 Recommended for Approval Approved
SAN DECO COUNTY FLOOD CONTROL DISTRICT LEXADIA COUNT WATER py Description: S TD TAG STAMPED OC 142
t , MAR 1 3 19�Q C.J.HOUSON- DIRECTOR T . SAN DIEGUTO IRRIGATION MT RC p yz
Y S F R! RI d Subdivision Engineer County Engineer ,
MI('ROFII pnr - n APPROVED BY APPROVED BY
C��.D�- Location IN LEUCADIA ON OLD HWY 101,130 W.a.L A S . A ►►ROVED BY �///� // i(L�1 R/fl
TRACKS INT- Fill VIA A jM SFr R PARK Mir STRIAC
O.—_ �, Q Engineer of work Checked by
JF!Lts _ DATE 6 i 3o x r
DATE .t / >� DATE � /�xTL Record From: S D.CO VFIiT rAA1TRAI ��
,r Eler. � -600 Dat 11SC A RS Ap rov°I dare
-� R.L.DOANE R.C.E. 20050 1 A
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FILE NO. 74
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'PERFECT'nao►ac
PLATE A
RODNEY STOKES CO.
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N0. d OR BRG. RADIUS LENGTH REMARKS A � 4 L ; TALL 8 G.V. 14 + M
I N89 °2430 W 201.73' 8 A.C.P, F c<` o e4
2 N37 °22'21 "E 176.05' \� : FGO� "
° W 55.86' 5 9 Q 9 ` r F 'sy 12 CONC. D/W (207 -4 T) i, ♦ q�
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5 S6 °4937E 155.08 f. (II -SD -101) 3
6 SI5 °49'37 "E 44.02' \000 , oq��9Z� 60P�► �� EX.12 "WS.P STORM DRAIN EX.12 A.C. WATER MAIN s`?
N 7 09 °33'26" 238 r 39.70' F9
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RG. RADAJ LENGTH REMARKS �` a b�► ps g�.
1 N06.16 II W 19.89' TYPE G C ;G o-' �O#c+flNf� gG�� APO Ot9
2 09 °33 26 268 44.70 r ? E qr G +• rw �� i C, 9p 5 1 P
3 N15 °49 37 W 153.52 5 u' w D/ry 3 ? � �
`'I� ° OFOF G r , m y 6 � a V P( 5 Ep a N
4 19 30' 10.05' `� 0 \ j P' ,''GJ �5tk AS. BUILT
141° '32" 60' 148.26' \ 4 � (Dg a ry S g. 6 A OR PEG FORK
" r \ li I g1 l5 0 \6 6
6 32 30 16.96 , �� ,�f, , u tw VIA roe
S EWER LATERAL TABLE y-•-- ��.
• ' �o� 0 /�„+�'o °�', ,e 0� ��� % LOT INVERT DROP TO LENGTH CURB INV, E EV. THOMAS
H. TICE L.S. 5196
8 • '1
to G. 5i 5 �`/ 3g, z �; o�� �F�� eP N0. r61 MAIN MAIN TO ELEV. !� ,�R REMARKS FEBRUARY
10, 1984
110 ° E• -� of `a � � ; #01401 s0 G NO P G � ��5
6 � �� , o �� 6 B EN E 1. 6 0.3 5 53.76 10 EASEMENT (714) 961-0405
?�� ►$ d4 / �N' o`� pP� 2. 60.98 40' 68.14 62.14 6.0'
II 210 '19" 38 J39.82 y � k'' 1 '2 r � f bi ° � 1 34' ( \ t�:�b �RE R �9 69 3. 66.05 29' 73.37
67.37
JZ ° r u 30 b708� d 4� �� 5 b \ � 1Rg �„ '' `� "- X 10 SGP �9 6 G. GqO. x' 2 0 \66 4' 69.98 41'
77.10 71.10
_U N74010 ' P A•: g9'� X2 e� 5.
14 90•A 47.12 ry ! I3 J� p 1 o%' P 'a , ��. 71 70.38 44 79.0 73.0
.81 48
' r� 0 aN 9 Cy G G �1 K 0 G �y�92 0 7 73.59 0.3' 47' 8 0.12
81.5 75.5 PRIVATE CONTRACT
0 232' Pn _CISi � 1 s R? ti o 9p Rll SE pE K k�3i i����'b 8. 74.35 20 81.8 75.8
17 S06 °1611 E 15.56 n Ot i 2 p' '( OGPGPP APL sr�i. JO l' !
N1AR 1y84 $ �- RJG V l p� �, 0, R ��� 9• 4.00 O3 37 81.65 .6 SHEET
1 � V GO 5 �0 1 � t`• / QC' 10. 64.15 28 71.29 6529 COUNTY OF SAN DIEGO
G f� VI' FF�' 0 _ _(� G 2 ENGINEER DEPARTMENT
/ 00 P 64.79 58.79 SHEETS
014 �A ;MN GCE �! 5 �e> oO�G�R 11. 57.77 33
MICROF " -" �5�� Po �JS S # 12. 59.99 28 66.9 60.9 PLANS FOR THE IMPROVEMENT OF
13. 62.77 0.3 71.8 65.8 6.0
2 / O . A� NOTE: S TORA/ DRAIN ALTERNATES C %._ J S T. C rv*No C T
t' $1 PG Rte' EX�NS/0 V - A.C.P. - 2000 D ,
(0 E 1.O� `EXCEPT PRVATE DRAM OLD 101 T R LINE
t tPPALT 0 E gig gN• / f SEWER D TA O COUNTY APPROVED CHANGES
\ \�
G \ e 1L %� EO 5 c5 \ Ne, Des BENCH MARK OC 142
t E•. �§, ry RP N( • ST RM DRAIN DATA ( Description Appr ov ed D•1° Recommended for Approval
Approved
!1 r/ G I N
4 9 ' 37W R AG �P H Description: STD TAG STAMPED OC 142 � �j/��
+ f� NT 1
�/ E pSE 01s 76'0 II 2 20962 J �� F,SPQC� 2 \ I N74W053 17 16 -RCP Location; IN LEU ADIA ON OLD HWY
101 130 W. A.T. 8 S.F. R.R u division Engineer County Engineer
R �% NE G• N 0 0 G,N 0 ' • �G �g 7P 6 2 NI5 °4937 W 102.50 TRACKS INT FULVIA 8 101 S.E.CCR PARKS T •ON.
4TR1. Engineer of work Checkedb
y ,BPt gPN 0 9 ,16 - 4 24 °17 47 350 148.42 Q % 3 N74 E 34' n T.M.
EG•'� 5 N13 "W 6208' ►a z Record From: SD.CO. VERT CANTROI
Do1ini / 1
�. EG • R S May: a2 Ann USC 8 GS � � / �x Approval dot*
R.L.DOANE R.C.E. 20050 9M.4 Y 76 347 -
FILE NO. 74 - 9o05
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'PERFECT'Paarac
PLATE A
RODNEY STOKES CO.
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17'- 18"Xii"CMPA 16 GA. _S =0.5 a/o
yo �� PRIVATELY OWNED 9 MAINTAINED I.E. 51.2 (FIELD VERIFY)
8 P. A.C. 4 P.C.C. DITCH (CL. B) - PRIVATELY OWNED 8 MANVTANUED
(STL TROWELED FINISH)
SECTION A -A
STA � AS - BUILT
THOMA$ H. TICE L.S. 5196
FEBRUARY 10, 1984
( 714) 961 -0405
PRIVATE CONTRACT
SHEET COUNTY SAN DIEGO
3 � 3
ENGINEE DEPARTMENT SHEETS
P LANS FOR THE IMPROVEMENT OF
WATER LINES 8
DRAINAGE FACILITIES
COUNTY APPROVED CHANGES BENCH MARK OC 142 IN LA COSTA DEL PACIFICO
No. Description Approved By Date Recom ended for Approval Approved
Description: STD TAG STAMPED OC 142 hL � G,t - I
` PRrCISIpnI Subdivision Engineer �) /, ounty Engineer
Location: IN L U ADIA N OLD HW Y 101 130 W. A. F. It
t H111(1 1 'j 1!J54 TRACKS INT FULVIA a IOI.S.E. COR PARK.SET CONC STRUC Engineer o4 work Checkedb
MIrRn�u n,v:
Record From: S.O. CO. VERL .CONTROL T.M.
Mr
Elev: 52.600 Do►am: USC A (3S - - " �� APProvoldate
R. L. DOANE R.C.E. 20050 6 3417-
mamma
FILE NO. 74 -9005