349 GENERAL NOTES: AMINO PARK NORTH UNIT NO■ 4 WORK TO BE DONE:
1, A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF IMPROVEMENTS CONSIST OF THE FOLLOWING
WORK TO BE
TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DONE ACCORDING TO THESE PLANS; THE CURRENT SAN
DIEGO
COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY OF SAN DIEGO TRACT NO. 3474 - 4
AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
COUNTY STANDARDS AND AS APPROVED BY THEMATERIALS LABORATORY.
STREETS AND STANDARD REFERENCE DRAWINGS.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. LEGEND A -OL/YEN,A /NMUN /C /PAL W.4TE�P0 /STiP /CTS ANDA.PO
W_ `I E R N 'O T E S 0RAW 11V60R SPEC /F/C.9T/ON.PEfE.f'ENCE,
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, I. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE
SEWER N 0 T E S • THE G�P//D /NG OfST.PEETS TSEETYP/C.9L C.POSSSECT /ON/
CURB, CROSS GUTTER AND PAVING. OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD • P
THE �P•9.QAl /ON Of SUBGiP;7DE AND P.9Y/NG Of STiS'EETS _
SPECIFICATIONS ON 'THE JOB SITE AT ALL TIMES. (SEE 7YP /CAL SECT /0N !/ND A
5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES . ..
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF
PIPE I AL' WORK SHALL 3C IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER DISTRICT (L.C.W.D.)
SIANDAGO S,-��;iFICATION. • THE CONSTRUCT /ON OF TYPE'GaCUrf�rtCZ - - - - - - - - G -2 - - - - --
RECORDS. TO THE BESTOF OUR KNOWLEDGE, THEREARE NO OTHER EXISTING PROFILE IS 48 INCHES BELOW C ,TER LINE FINISH GRADE OF STREET.
-•
FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 2. THE CONTRALi i;n SHALL SECURE A PL RMT FOR CONSTRUCT ION PRIOR
TO ANY CONSTRUCTION. ea 711C CONSTRUCTION Of 6 '3TAN0,4,f9 r4lf& - - - - - - - - 6-/ - - --
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY 3. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED
5 FEET FROM 3. THE CONTRACTOR MUST SECURE: APPROVAL L. _ FROM THE C.W.D. INSPECTOR PRIOR TO 0 d7'104,P�C /N6 f /5LAND AREAS (SE
T•9
E.DE/L
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF T BACKFILLING OVER ANY SEWER "Y "s. l
2
A SIDE LOT LINE. A 3�4" HIGH LETTER -W SHALL BE CHISELED IN TOP OF EXISTING CURB OR ��•� TNECONSTRUCT/ONOF PC.0 $/DE{1/61LK ----
-----G-7/------
RECORD OR NOT SHOWN ON THESE PLANS. IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY
MADE A PART OF THE SPECIFICATIONS.
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE
APPROVAL OF THE 1..C.W.D. • TIAECONSTRVCT /ON Of RA0PFOfMW8,,01177ERf51DE#AZA' -- - SO6! 101 - - --
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WAFER
MAIN PROFILE. ENGINEER.
6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS • THE /NSTALLAT /ON F
O6UAROPOST 9' BA CA
RR /DS
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY - - - -- M -9 - - - - -- ❑ n
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET.
THE TIME AND TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OF NON- EXISTENCE OF, T
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS DURATION OF ANY SHUT DOWNS OF EXISTING MAINS SHALL BE MADE SUBJECT TO APPROVAL BY THE
ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. • THE CONSTRUCT /ON OFPAYEMENT CUT.OFF/YALL - - -- 6_ZZ - - - -- n
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING DISTRICT. 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION
OF ALL OTHER
FACILITIES. UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. • THE CONSTRUCT /ON OF CONCRETECROS5GUTrFf
6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON B. CONTRACTOR SHALL NOTIFY L.C.W.D.
48 -HOURS IN ADVANCE OF BEGINNING WORK S0 Ti;1T
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY THE PROLONGATION OF THE STRP:ET RIGHT OF WAY WHENEVER POSSIBLE. INSPECTION CAN
BE PROVIDED. • TA/E /N574LLAT 10NOF67REE7'SURAEY MONUMENT _ -_ _ - A1•/0 _ - - _ _ _
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48
-INCH MINIMUM COVER.
COORDINA TE HIS WORK WITH COMPANY REPRESENTATIVES. 7 INSTALL FIRE HYDRANTS AT L�:ATIONS REQUIRED BY FIRE DISTRICT. ALL LATERALS SHALL BE CONSTRUCTED
CLEAR OF DRIVEWAYS. • TAIE /NSTALLAT /ON OFORN ST•PEETLi6s'7 - - -
E // E2 - - - -- --+
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 10. ALL LOTS SHALL BE SERVED BY 4 -INCH P.V.C. LATERALS SET AT
A MINIMUM GRADE OF (7000 L!/•- +16n//
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL 8 CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL 2.0'6
WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 MINIMUM FEFT • CURB OUTLET STRUCTURE - - --------------------- D-2S - - - - -- o
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN SAFETY FOR ALL TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED 3ELOW
TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY L.C.W I)
DIEGO GAS& ELECTRIC COMPANY. OVER TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO 11. STANDARD SPECIFICATIONS
OF L.C.4J.D. FOR SEWER CONSTRUCTION ARE AVAILABLE ,AT
• THE /NSTALLAT /ON Of STREEA SIGN
TELEPHONE' 755 -6605 THE DISTRICT PRIOR TO STAR:P OF WORK. ThF DISTRICT OFFICE.
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILT. BE AT
THE EXPENSE OF THC 4 • THE C0N67RUC710,0E PVC. SEWER MA /N
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS 9. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS:
CONTRACTOR. . ~40'
-
WORK WITH COMPANY REPRESENTATIVES. A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE A MIN- 13. JOB MIXI OF CONCRETE
W • T.yECONSTRUCT /ON OF SEWER MANHOL
ILL NOT BE ALLOWED WITHOUT THE PERMISSION 01` THL
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE IMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED.
DISTRICT. E ------ - - - - -- �-
C� s� w�vTE.P.vor��J
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON
L.C.W.D. B acP
APPURTENANCES CONTACTTHEPAC IFICTELEPHONECOMPANY. / STANDARD DRAWING S - 12. • THECONSTRUCT/ ONOF //SdIESTOSCEMENTWi9TE.PMA
//V CL.9SS /50 - -- -
S EWER LATERAL TABLE 15. INSPECTOR SHALL BE FURNISHED TPIREF SETS OF CUT SHEETS. - -
9. /T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE ` LOT INV LEV DROP TO LENGTH INVELEV. TOP CURB DEPTH BELOW
16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SU3MITTED TO ill[ • THECONSTkY�CT /ONOFBUTTE�PFLS'Y.9LYE ��
TELEPHONE: 298 - 0595. -
STATION REMARKS ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER 'WHICH - F.N.
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND ( NO. ° MAIN MAIN IN FEET M P. L. EL V. T.C. P.L. CERTIFIES
THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER • T.S'ECGW57•PUC7 /ONOf1r1ff /YLd?ANTAS5EMBGY - - -- -- 14 - --
BEAR THE COST OF REL OCA TIONS, IF NEEDED. ( / ?IV..57 ZV / ?2242 ZZd.42 6.0 /4>` IN ACCORDANCE WITH ON -SITE EARTHIdORK
SPECIFICATIONS AND DISTRICT (R/C//550 OR EOU/YigLENTJ
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND ! Z Z ?080 /2' /6 ?238/ �293I ♦ 3 1312 SPECIFICATIONS.
INSTALLATIONS". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT I 3 22280 3.53 /( 2266 23 /./0 5 /t • Tf/E
CONSTRUCT /ON OF,QC"P. ST0.4MD�P/! /N
aIF 17. SEWER LATER TABLE WILL BE APPROVED PRIOR TO CONSTRUCTION BY LEUCADIA COUNTY WATER DISTRICT. •r .., 4
TELEPHONE: 75,5 -936/ 4 223.00 2.6' 225.92 23/.43 5. / //t 170PPAYE/k�NT •
18. THE CONTRACTOR SHALL CONFORM TO LAW C SECTION 6205 BY SUBMITTING A DETAILED
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON S 2 /B. °J5 I. /C/' ?2 /.e'r ?272V 6.O' /4f 5 EPTNBELO/VMP"M7'
PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE • ThE CONST.PUCl/GN OfTYP 'i4 OR "/•�3 "INLETS
THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED 6 2e579 /,2' /6 226.97 23297 6.0 101' MADE FOR WORK PROTECTION
FROM THE HAZARD OF CAVING GROUND DURING THE -
WITHIN THE DEDICATED RIGHT -OF -WAY, OP WITHIN EASEMENTS DEDICATED 7 230.35 0.34' /6' 23121' ?3237 6. /Co' 9166.5 EXCAVATION
OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN.
TO THE COUNTY OF SAN DIEGO. B 47.0 /.Z' ' Z4P. 42 ♦ . ' Zt00 70PPAVEAIENT THIS PLAN MUST BE PREPARED FOR ALL TRENCHES
FIVE FEET OR MORE IN DEPTH AND Q - - - - - --
-
ZS / .05 /,1' / ' Z5 .39 258.39 6.0" 3132 ♦BECOWTOPOFV^ofT, APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN
VARIES FROM THE SHORING • ThE CONSTRUCT /ON OFTf�PE "B' " CCEANOUT - D- 9
-- f'D.fO . a
l2 STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS, THE PLAN • Tf1ECONSTRUCT /nNOFM,INUAL A /R.?ELEASE AS5EM&Zv--- 4- - - - - -- - -o-�
TO THE STANDARD SPECIFICATIONSOFTHE COUNTY OFSAND/EGO,AND THE SPECIAL 1 /0 252.02 / ' Z5' Z54/6 fe60 _ t7Z 'VT,C.L*PARK /NG SHALL
BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE s P
PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. 1 // ?:5044 IZ' 25553 2(0/. O 7165 CONTRACTORS EXPENSE. RIW
• Ti%ECON5,rM1CT /ON OF 7YPE':4 "SEWER C , - - - - -- 5-3- - - - - -- - --�p�O �
/Z ?50.14 0 55' /G' 05/.0/ 2.5923 d ?2 72A B I R W ff I
l3. NEITHER THE OWNER NOR THE ENGINEER Of WORK WILL ENFORCE SAFETY MEASURES OR /3 Z6(o.74 . /. Z' / ZG8 2Ib 276.76 8. 61/2.66
16' t 16' L • T//E CONSTRUCTION OF CAP ASSE"i3LY _ _ _ _ _ - - _ - /9 _ _ _ _ _ _ - -� CAP
REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. /¢ 323.63 /.2' 16' 326.77 332.27 ♦ 5.5' Z7407 If AOPPAVEMENT
pL PL 3�E • T,E CONSTRUCT /UN OF BLOiY•OFr- .955E•IIBLs' -- - - - -
15 40 -/ /.Z' /6' 323.35 329.35 6.0' 314/.53 ♦•BELOW / 0PPANAWN 1 v
14. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM FROM THE DIVISION OF / 0 6 3M.. 30 5.0' /r 30 6 FROM EASEMENT. 1 26'
• 7115 CO/YSTRUCT /ON OF - W//TER 9E.PI/ /CE Z,gTE/PAL
INDUSTRIAL SAFETY BEFORE ANYEXCAVAT /ON ANDHfW /LL ADHERE TD ALL PROV/SIONSOF /7 3/4 O 7.5 /6' 327.X0 5. ' />' A *fROMEq$EAWNT. 14' i
14
TH£ STATE CONSTRUCT /ON SAFETY ORDERS. A COPY OF SA PERMIT SHALL BE DELIVERED TC. EkvSNOwn� ' • 7,W CONSTRUCT/ OlY Of'>liPl!C.'$F/yERL.9TE.P
.�'S �SBESEWE.P /RTES/
TO THEDISTRICTPRIOR TO CONSTRUCTION. / 324.06 /.2' /6' ,326.5 7 0 331. 6.0' 5775.56 4 /5' {/5', JYA7 K EASEMENJ
.,•�.� on Pro /111 % , � -- �I -�
9 .2' CS -47 336. .O' t� TC.EIev. -r I • THE CONSTQUCT/O/V OF TYPE "/�" C�TCf� t'dgS //V D
-7./ ® o
scovE i Sh w . 3' •E /ee Shown i i
15. ALL ROCK SLOPE' PROTECTION SHALL CONfORM TO SECTIGN 72, STATE OF CAL /FORNIA ZO 3 .57 /.2' /6' 35.0.5 34/.03 6.0' 77 36
sxowN ° 19ro I °� on 11 SLOPE A3
SPECIFICATIONS DATED JANUARY 1975. 2! /. ' 16' 3443 3 3 S" 77 tV 70POFPAYEA Afr ON PL.N i Profile __
SHOWN • TflECONSTRUCT /ON OF ACx Ai' FLANGE lEE N/TNfl4NGE Y�4L12� - -- - - - #�
ONPuN- r,
16. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO PROTECT ALL EXISTING IM- 22 / 2' 16' 336.3 34. 6.0 Bft6 ♦ BELOIVTOPOFIIth'T.
• THE CONSTRUCTION OF ALL A.C. TEE - - - -- - - - - - - - ° W
66 /. Z' /6' 274. °�/ /t 96
23 ;
PFrOVEMENTS FROM DAMAGES THAT MAY Bf CAUSED BY HIMSELF OR HlS SUBCONTRACTOR;; rr Z7/. 280• J/ 0' 4 "PC.0 / Si FIA:TURAL SECTION AND PAV
/N6
THE PERFORMANCE OF THE WORK. CORRECTION OF ANY DAMAGE CAUSED BY THE CONTRACTOI. 24 7/. 74 /. 16' ?74.V7 6.0' Z)407 SIDEWALK
- -J PER COUNTYEWdhEER'S REQUIREMENTS � 6 "TYPE G" • THE CONSTRUCT /ON OF ALL A.C. C,?0S5 ASSEMBLY - - - -- - -- -- - - 0
OR SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY AND SOLE COSTOF THE 25 2732/ 1 276.34 Zd /d4 5e 5'A 4 "1 �.._ CURB a
GUTTER,
.'
CONTRACTOR ALONE 6775 /• 2' /6' 272.03 Z7 .03 6.0' 6.1,00 Feo f EA E E TYPICAL STREET SECTION. • THE CONSTRUCT /ON
OF A.C. kEDUCE,? - - - - - - - - - -- - -- - -�- 4
9/3.92 /.5B • S • 3/ 5.50 327.0 • - ?,13&. ♦GROUND OVER P /PE
17 PRIVATE ROAD IMPROVEMENTS SHOWN HEREONAR&FOR INFORMATION ONLY. (PRIVATE STREETS I Q
r
COUNTY OFFICIALS r,,NATURE HEREON DOP$ CONSTITUTE APPROVAL OR � 'lE • THECONST•PUCT /ON OF C.4T//. ,01CTE5T STi9710AI
- -- -- -- -- - - C.'S.
RESPONSIBILITY OF ANY KIND FOR THE DESIG"R CONSTRUCTION OF THESE r u N f T 1 22T J Y it y � -' 3 NO SCALE
PRIVATE IMPROVEMENTS. -- - oil -' pG �Y\ NOTE • Tf1E CONSTiPU S /O
CT /ON Of CUT- OfFll/.9LL ("E/FDS /0N Q/9.PR /ER _ - - - z_
I f _ - Q `. 46 -� R 1 2 `% STREETS2`A.C.OI'Ef ALTERNATE CHART
L.-_ -- MAP' t 1 a3 l 4I 26 N \ �.0 �� Q 2, - 4 "LTG B,9SE EICEPT ✓ /f7
• L 59 J v'I. 4 _i , I -� t' h \ ~ \ I MOXELL/9 STi9. 7100 TO FOR STORM DRAIN PIPES
_ - �__ _� ZA a / STA- /0700 2 %r"f� R.G.P. A.C.F P.V.C.
FOR SEWER CALL: LEUCAD /!I W,OTER D /STRICT____ 753 -0/55 L sod a4 / V /q - -- OVER 4 °D.G. B.9SE / L
/ ��IQ / i OVER 6 NflT /l�E SUBGR9DE 1350 - D 12000 D SERIES 46
FOR WATER CALL : OL /YENHA //V Wi9TER 0 /STR /CT_ _ _ 753 -6666 iy i�� �I j '1 / ' ►?00 - ' �'�� COMPf7CTE1J TO 95
O II /HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
- a••yC �p IQ ' SOLARO �� SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- 1 =
yld II M VIA yN�'N ( "STAti'I.fJRD CURB (6 - -// WAY WITHIN 60 DAYSAFTER ISSUANCE OF THE CONSTRUCTION
1100 _ FM 4 ,� PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY h
!' =' ' 3 t°C. C. GUTTERITYP
4' NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
PRECISION h I _ $ P.C.C.S/DEWQLK AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
I8 \t4 �j
5 1986 1 , _ a THIS PROJECTOR UNDER MY CONTROL. O
!` > J /
Nov Q �I oi1 177'I �4 y'115 Il pp,.a.i LAENTRADA f OWNER! kL`- �s�a- .1...�.-
P.MIC ^GTILMEO rx O"jo- � 6 li - O D FN - !�•K.<
m r I Q VIA TERRASSA ' P / 0.9Tc:
_- N
W C VIAMDNTDRD DETA 'PARK AREA
- -- _ - - . ADDRESS: THE 14!`'.'STLF, C INC
h EN. J < NO SCA L E A _ BUIL � 4 UPPER NEWPORT PLAZA
2 \ MTN.VISTA e e NEWPORT BF,4l N
C10N rAL.IFORNIA 9266^ L1J
u �i � � m
U N I D, 4
Q 2 WIEGANDWAY
LEGEND TO INDEX MA -- PROJECT s a
A MOLENA w r E o`�eela m ASSESSORS PARCEL: 259 - 121 - OS tc
� SU DIVISION Y -- SITE S ENCINITAS LVD EXF RFS -O ) H0[1SFIAMND AFT R.C.E. 18878 ' - Ic
• EX /ST /NGWf /NE- - - - - -- - - - - -- - -w - 06 a a9 I - -
ENGINEER OF WORK >?
• EX /5T /NGSEI✓ER LINE -------------- - - - - -- - - - -- - -s- -O- w / �Q 4 I
• EX /ST /NGSD.G.yE.L /NE ------------------------ - -6. -- ±A. " Q PRIVATE CONTRACT
• SA0^VDA54 11V fURA 1,.96E C.O. ---------- - - - - -- - - -o- --
• W,9TE19L 1NE ---------------------- °'!r°= W COUNTY OF SAN DIEGO `
NN INDEX MAP PERMITS SHEET �
• SEWER L /NE -------------- ��`� -0 - -- 1 11 DEPARTMENT OF TRANSPORTATION
f /RE H SHEETS
• YDRAN OWSWM/ Y � �
T .FNEX/ST /NG ----- - - - - -- -- F~ SCALE I n s 100' REZONE PERMIT NO. R75 -64 IIPPIPOYED /I
41
• SEWER FLOW 01REC7'10N --- - - - - -- -- - - - - -- VIC SP ECIAL � 1977 L
_ CI MAP PANS FOR THE IMPROVEMENT OF
• STREET OR.4 /,AGE FLOW 011 6CrION - - - - - - - - DIEG
COUNTY OF SAN IEG
• STRt.£TL/GHTCOAS, WHENEX/ST/,VGI - -- - -- � #-• -- -, ,,..
N O SCALE � - NO. P75 - //2 //PPRO ✓ED r/
-' - GRADING PERMIT NO. �- -' 9236
• STREET NAME 516, __ -- - - - - -- - TRACT N0. X474 - 4 n
• SUB011 %6 10N BOUNDARY FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COLJNTY APPROVED CHANGES BENCH MARK
• EASEMENTS AND /C9TE Wf1E4/ EX /ST /N6J _ --
SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCADIA COUNTY WATER /'ISTnIGT OL /YENNA /NML'/ /C / P/1L lU 9TER D/ ► c. Oesription Approval
by Dae
• SA/EET NUMBER - INDEX 0 YELL
P r .11,,,E C. J. HOUSON, DIRECTOR A VAE EOQY BOy<EEGNEER/NG. I DESCRIPTION: MONUMENTCS
�TREET g �1 R mrndod for pr v Appror.d
STREET NAMES CANyA/GE I�
it.
7 MAN
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