336 GENERAL NOTES: 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
2, THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS
COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS STR LABORATORY.
SPECIAL PROVISIONS FOR IMPROVEMENT SUBDIVISION
STREETS AND STANDARD REFERENCE DRAWINGS. S.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHTOF WAY SHALL BE
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM,
CURB, CROSS GUTTER AND PAVING L E G END
5. THE EX/STANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES W ST
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION)
RECORDS. TO THE BEST OF OUR KNOWL EDGE, THERE ARE NO OTHER EXISTING SEWE NOTES WATER NOTES FACIL IT/ES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER,
THE CONTRACTOR THE PREPARATION OF SUBGRADE AND PAVING OF STREETS !
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES To PROTECT ANY (SEE TYPICAL SECTION AND NOTES)
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA WATER DISTRICT (L.C.W.D.)
1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS
RECORD OR NOT SHOWN ON THESE PLANS. STANDARD SPECIFICATION. OF THE OLIVENiAIN MUNICIPAL WATER DISTRICT. CONTRACTOR ,HALL HAVE
THE CONSTRUCTION OF TYPE "G" CURB & GUTTER G -2
2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. A COPY OF THE STANDARD SPECIFICATIONS ON THE Jon
SITE AT ALL TIMES. �
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR
TO BACK-
THE CONSTRUCTION OF TYPE "A" DIKE G -5
BONE SHALL BE CONFIRMED BY O MEASUREMENTS PRIOR TO FILL OVER ANY SEWER 'Y'$.
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 2. WHERE ELEVATIONS AND GRADES ARE NOT SHDWN ON THE WATER MAIN PROFILE,
T
4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER
LINE FINISH GRADE OF THE CONSTRUCTION OF P.C.C. SIDEWALK G -7
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF L.C.W.D.
STREET.
SUFFICIENTLY AHEAD OF CONSTRUCT /ON TO PERMIT REVISIONS TO PLANS ENGINEER. THE CONSTRUCTION OF RAMP FOR CURB, GUTTER
& SIDEWALK G -8 �J
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO
THE
FACILITIES. 3. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDER- LOCATED 5 FEET FROM A SIDE LOT LINE THE
INSTALLATION OF GUARD POST &BARRICADE M -9 CL
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRICCOMPANY GROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
PRIOR To STARTING WORK NEAR COMPANY FACILITIES AND SHALL 7. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD AFTER CONSTRUCTION
OF 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE THE CONSTRUCTION OF PAVEMENT CUTOFF WALL G -22
COORDINATE HIS I) 'ORKT7ITH COMPANY REPRESENTATIVES ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. WATER MAIN PROFILE
NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK SO
THAT THE CONSTRUCTION OF CONCRETE CROSS GUTTER & RETURN SEGMENT G -12
"UNDERGROUND INSTALLATIONS'" FOR LOCATION OF ELECTRICAL INSPECTION CAN BE PROVIDED. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS
SHALL BE
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN 9. ALL MAINS AND LATERIALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINIMUM COVER. ALL
THE INSTALLATION OF STREET SURVEY MONUMENT M -10
DIEGO GAS & ELECTRIC COMPANY. LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. MADE T• THE TIME AND DURATI of ANY SHUT DOWNS of
EXISTING MAINS
TELEPHONE 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINIMUM GRADE OF SHALL BE MADE SUBJECT TO APPRO L BY
THE DISTRI THE INSTALLATION OF STREET LIGHT E- 1,E -2 --0
8, THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 6 -FEET BELOW
TOP OF 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS
CURB OF PROPERTY LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. THE INSTALLATION OF STREET SIGN D5 -I�
TO STARTING M AK NEAR COMPANY FACIL /T /ESANO SHALL COORDINATE HIS 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE
SHELL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY
oRK DISTRICT OFFICE. WHENEVER POSSIBLE. THE CONSTRUCTION OF V.C. SEWER MAIN
NOTICE ALI TELEPHONE SERVICES 111ITHIN THIS PROJECT BOUNDARY ARE 12• ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF
THE
'UNDERGROUND INSTALLATIONS' FOR LOCATION OF CABLES AND CONTRACTOR. 7. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT.
THE CONSTRUCTION OF SEWER MANHOLE 5- 1, S E S -3
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT.
TELEPHONE 2980595 14. ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED BEDDING, SHOWN ON L.C.W.D. STANDARD 8. CONTRACTORS SHALL ACQUIRE A
TRENCHING PERMIT FROM THE CALIFORNIA THE CONSTRUCTION OF ASBESTOS CEMENTlyATERMA /NS CLASS /SO 6 4C)0 9. IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO CONTACT THE DRAWING S -12. DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES
ARE
UTILITY AGENCIES ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 1 BE CONSTRUCTED
FOR OR TO BE TURNED OVER TO THE PAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO TNECONSTRUCT /ON OF BUTTERFLYV4LI/EASSEMBLY --� --
BEAR THE COST OF RELOCATIONS, IF NEEDED 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE iE1N1C1ED TO THE
ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH DISTRICT PRIOR TO START OF WORK. THECONSTRUCTIpYOF
FIRE HYDRANT ASSEMBL" (RICH S50 OR e'qU /11,9LEn °T) - --
G ALL TELEVISION SERVICES WITHIN rHls PROJECT ARE uNDERCROUNO CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER
INSTALLATIONS' FOR LOCATLU OF CABLES AND APPUTLNANCES CONTACT IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS.
THE CONSTRUCTION OF R.C.P. STORM DRAIN
TELEPHONE 17. SEWER LATERAL TABLE IS ON SHEET NO. 2.
11 P011 ER SOURCES AND RUNS SERVING STREET L IGHTS SHALL BE SHOWN ON 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING
A DETAILED
THE "ASBUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED PLAi•I SHOWING TF'E DESIGN CF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE
THE CONSTRUCTION OF TYPE "B" CURB INLET D -2
I'.ITHIN THE DEDICATED RIGHT OF WA Y, OR WITHIN EASEMENTS DEDICATED MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION
TO THE COUNTY OF SAN DIEGO. OF SU:H TRENCH GAR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN THE CONSTRUCTION
OF TYPE "A" CLEANOUT D -9 =_
12. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THE MUS EE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH
MID APPROVED BY THE STREET STRUCTLIPM SECTION rJ.o
STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PROVISIONS FOR OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING
SYSTEM STANDARDS E OVER 4 "D. G. 011ER THECONSTRUCT /ON OF 13L 014 0fF19SSe1W13LY - -
ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A THE Can ✓sT /YUCT /nM C�FSEN °ER CLEAN
+!)UT G" NATR /ESUr3d9SECL)Y/fgCTEDT095 ° n . S-3
THE IMPROVEMENT OF SUBDIVISION STREETS. REGISTERED CIVIL OR STRUCTURAL ENGINEER AT CONTRACTOR'S EXPENSE.
13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA- 3�6' THECnniSTRUCT /nM OF
CSIF ASSEM13LY - - i
TIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON.
• /O r , ,� , y , - _ THE CCYNSTRUCT /ON OP l°1�AT
TRFR.LGM'
/o ER SERV /CE ► --
14. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM THE DIVISION OF INDUSTRIAL 6• F~• X7• tdcw7vo7y
SAFETY BEFORE ANY EXCAVATION AND HE WILL ADHERE TO ALL PROVISIONS OF THE STATE a ✓.sAVOwA•ov eE A1YZW.4vr TE.LLPO
THECONSTRUGT /ONOFR CUtrDE SAC OS - - - -®
CONSTRUCTION SAFETY ORDERS. A COPY OF SAID PERMIT SHALL BE DELIVERED TO THE reo!�tr ' La14{TroN
DISTRICT PRIOR TO CONSTRUCTION. TflE CONSTRUCT /ON OFGY/NG TYPN
EEA 0
DILL -.34 - --
S U EMEN ORT.I�PL /NE<ti)�C�TEO STEEL
TRCT /ON OF CTM P/F S "B " - /so�
15. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO SECTION 72, STATE OF CALIFORNIA SPECIFI A.R
- 2;1 g 1t'A /�. �- 24Co65 Tf /E GON
CATIONS DATED JANUARY 1975. r 41
WATER /s' .` M
16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING IMPROVE- p 3' ,y tTtR A�•CrYPJ T//ECON5T,PUCT
/ON OF MANUAL A/R RELEASEA$SEMBLy - �' --
MENTS FROM DAMAGES THAT MAY BE CAUSED BY HIMSELF OR HIS SUBCONTRACTORS IN THE PER- `' Er (T P q 00
AV IA+G PtV"TY RCC•S/OX
FORMANCE OF THE WORK. CORRECTION OF ANY DAMAGE CAUSED BY THE CONTRACTOR OR HIS ° `"I EAiciNEaas +e�ouiat• avr \ - THE
CONSTRUCTION OFA.C. XA.CX FLANGE TEE l�FLANGE !/gLVE - - -
y •! (s[E GfNEUt Aro*c l .�eor+r) c rYp1r c crwa
SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY AND SOLE COST OF THE CONTRACTOR «• W } c' 7yREG •• CL ANOGU" 1fA wN0 currca
ALONE. w 1 tY 2o'sEwA-R fw,vrEn� AAtr'V/ - _ THE CONSTRUCT /ON OF ALL A.C. TEE
17. OEOCCIM INCORPORATE/0 SO /LS REPORT `b`"/D- 0556 -SO1 ORTE/7 =_ TYP /CAL 3"LS SECTION _
�- I " r' NO .1C'ALE
�s- - �o.• °rrr..r Tf1E CONSTRUC T /ON OFALL A.C. CROSS
✓UnrE 30, 1976 S /6NE/> /3Y JAMES E. L /K /MS R.C.E. "'17030 /S /oi9RT OF THE ( n ° A'e I V' r
CIJNTRACT ooCUMEArTS AKx) MUST /3E ADIIERE/> TO /A' L'OM/�LET /NB 711E I'MORK. ° �,�E A- I _ THE CONSTRUCTION OF REDUCER
-' DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE
+ --
BE �- -� 1 y ,
AREAS TO BE PAVED. ;- , THE coNST,pUCT
18• NO PAVING SHALL B ioN of cATNoo /c TEST STET /07V CTS
aiin / ! • \ THE CONSTRUCT /ON OF R/PRAP ENERGY D /SS /PATOR D -GO i - - --
' "` T - �_ �\ F DRAINAGE DITCH
77 D - 75
THE CONSTRUCT /ON O
4 17
, ✓' .. _ ..' Or - r • T�' • • I �ev ,, • O 7e '°, • p
1 L' ,. , �� 20 /� I l8' 17
" 17 5 , I�"ee� •ig5 zc o 2i? i�a m.5 C .. Imo , ® maw •_; a y'A RD.
'6 � � •^ 5a � � ` Ac/YEAVIiYV
n•. r � ,ID o '• Ml(WA /�i
S
f• ✓C • Ca_ 9 V 'i I _ -L/ f. �' y�
ii" fir- 7TH - -„_ (/1, IR-�T
V
.XiVIrSO J !HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
6 f5 73 7i� �/ A / 0 . I * SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT OF
- •. - -. ... a.� •..� -� � LY / M1 Jr. )3' i/�J' -- l - - 74 • '� �, !�- i 1�. � � \ `
` Z-
?" P • y OC P3 0 �' I Go '� \ �ti. WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
p v� m. L3: J t �c z,ai a� as a
71 �\ • ,ytg S LRNE PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY
$+ _ .97
,. Q w + i..�. x a'
r' n yG - 5� '1 , ,r. "' ' ..le'A[Lttb•9 LANE
I a \ S z NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
[4 ..n' JlX MMY AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECT OR UNDER MY CONTROL.
Contractor agrees that he shall assume sole and complete responsibility for job
site conditions during the course of construction of this Project, including safety of all � ��� ° ''�� y ° - 4 .� I , /� � a °, _ _, " d,
. S OWNER: �. �- �- �- °--- --
persons and property; that this requirement shall apply continuously and not be lim- L ?5 �+ , 2e�o • ' az ,o q a .. r (Zs7
cr7 zc� a � A• AI V /CE
ADDRESS ,cWS /OE 1`
9 I ` /NE W/L /19A'/ LYlV
ited to normal working hours; and that the Contractor shall defend, indemnify and (I fi
hold the Owner and the En ineer harmless from and all liabilit ,real or alle 8 ed v r1 \ I \_, ,, �4340
CLf) /REJI°l(�N�� MfS� /.�LV/�.
8 an Y Y t.e ,- .. 90 3. SAA' /J /E4Q CR. 21011/
performance of work on this Project, exc Y Tl. �
in connection with the roject for liabili - s ' * _ _,:r pia " ' , %
� l
1 P -"�_ r , '�._` o_ .. . r o , �n.,.•u..a:. ��� • !�� 'i r t >r
arising from the sole negligence of the Owner or the Engineer. U •1 � I� .• ., T. '��s - r c's a'�;� o - - - - -� � / 4 :�
` i; 1 + ASSESSOR'S PARCEL
LL1 4. t b' I 70'" 70' ,70' 1J" -'70' 7a' s '�' 1 C
2� 1 �1A7jcf .., I 1% L cs G0 ` \
T \ I r ail CH7 GBG 5/O i" F c9 a P ew I
LEgALAID /A //>EX M1Ap I _'I lei ze :�_ 29 �i �, X3 ,I elaQ
_► - -� 1 1 lPGy �a! VICINITY MAP /�� S PRIVATE CONTR �
ER L /lVE - tt a :A es �' .C'
WR I.
r - -- - - - -- _
SEWERM. H . ------ - - - - -� - �>� "1 I: �' 1' .- i as_ �; f .i. h I;.�
FIRE f1YIJRvOA T (/�flSH L /NE WHEA/ EX /S . J L ��. . + -�( I I " ^ I r I r fr' i G` I 1 I I I F
-
T - -- _ � I, _J 1, iL��l✓ I r r�rS• i n I I \` p I\ r �Ir PERMITS :MEET
WER FL nW ' - 1 I I _ i
l �-� I� 1 1d ��� J 7 � COUNTY OF SAN DIEGO
SE
;�� Lr :l�:.�J I i i .., l�J�,,r' .-7� �1' FIJI ,'" X 71 I ^I rl ^I I I ^Ir 7 ,r '
STREET I- WA71AIR4 E FLOW - - - -- y - � � I f I- - I I { 1 I J:� I J -r 1 7J;.JU 1J 1 LJa J J _- DEPARTMENT
OF TRANSPORTATION SM� TS
57,9E T S 0 T I LIM WHEA EX /STJ - _ _ - - y REZONE PERMIT NO. R77 - //8 AP/
PLA/VS FOR jME /MPROVZMEAT OF
SPECIAL USE PERMIT NO.
ST ?EET /VRA4E S1CjN - - - - - - - s 11VOEX MR1
ORf71A644 E # SEWER Ef1SEMENTS - -_- __- GRADING PERMIT NO L - 47�/ MO Ili /�M� SUN WEST
/9ZOC/( A - _ _ _ - - - - - -- IS 00 FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK
SoY13D1Y15
EX /ST /NEB SEWER E0SEMENJ_ - - -- RI€ Z:? DIE COUNTY FLOOD CONTROL DISTRICT LE(/L'R/a//q CaN/ 1' Wi4 ER �/S K' QL /VE/YA�/fVN MYM� /C //sYIL WA ER
D /STR /CT Mo. O«u »uon A�are.r, One a - - - - - - J
EXIS 1 AA S.I>.C� E ERSEMEN - - - - - - v 11 Y T T T (� Sj._ R•t TTM �0 a ,r A...,.,d
T T T - DESCRIPTION _ WRLL MOM t ME
A
C. J. HOUSON, DIRECTOR - - - -
WATER WOR/<S APPRO!/AL - -- 2 � �+�-- a FOR R.✓. S34
SJYa?M L�/ 2/N (BRA /N<7GE EIaSENENTS - -- LOCATION. /MT EL G *WIAIO /LEVEL J ZAIVi11 /TAS SUNDIVISION
ENGINEER DIRECTOR OF TRANS/O 7ION
Approvad by: BOYLE EA/G H =
//VEER /Atli - - - - cc
APPROVED BY: _ _ O _ APPROVED /Y: Q_�OG�' �S/ - - V�_- _ __ Ty E•r•.. •f wo.t: cn••�w e IW
RECORD FROM._ q�N 1ECl.1A n ��, ,,,•.; GwC T^7
1 11q c- oo�- aze -o/ rrn. 79n M.s L. - - Aq ,•I pi, 3 735 -1 c3
Qri• /Y� /O - - ELEVATION.__ - - -_- -. -- DATUM ._ ._ _.-- _. -- ✓/�/ /NR. C.E.a`Ss
JP71 1?
DATE: /D- �D 7r� DATE: �/��� •• R.C.E. IS 2S D.1 E /.v, N o. / / si e� .= d
•t roIIUr;, rILN1 =J
mic"Op �: , FILE N0.
SEW ESQ LA TERA L OA TA TA OL E
GOT /LATER. Nt�ER TOP 0= PTD /STANCE .. /i1'vERT LATER /N✓ERT TOP Of 01STANCE N ✓E,P LATE,P 1~4607' TOP Of L PT O /STA/VCE LOT
/N EP LATE,c /NYIERT TOf OR D/5714/VCE NO. / / M. I /N E
ATi� EL E V 'QT F?OM M. N. NO. NO. yA /N MA /N 47 EN6T A ET E E E Q FPpM M N NO
No. �y EN6T A /N MA /N AET EL E ✓� 'QT '¢ FPOM M. N No. No. MAIN /MA /N EN6T AT E EG E V
FROM M. H. NO
1 257.73 23a 38 M' 240.90 266.20 S. ' /!0.40' 9
2 2S8.88 259.51 42 24145 Z46.75 1513.40' 9
3 25#).84 25947 36' 206/. 7t ZG7.02 97 t f' 10
4 258.68 5931 38' 261.73 26703 92.21' XI 'j.0
S 25724 25787 36' 261.38 2406.48 46.21 ' 10 c, O
6 253.1a 25281 28' 2SG.5P 241.82 224.22' f! &
7 24734 24799 28' 250.70 256.00 /4/. 07' // i6T.8
8 24 /.AIA .3/ 28' x43.70 z5f.00
9 234.71 233.34 213' 240.98 24G.2r3 500' 11 . 0
/0 234.91!! 233.41 31' 2372S a4Z.55 71.43'
Jf 23182 23243 2A' 239.65 ZW..9s 211. 97' 13
12 227.915 2118.58 ZA' 23.3.4V 2 2M.54 103.95' 13 /L
13 225. 05. 225.68 28' 22A.3f3 Z 53. GA 22.95' /3 3 OAS
14 Z ZZ36 ZZ/991 28' 23.58 22#).138 142.93'
/.5 217.29 21792 I 28' 219.73 225.03 63.95' /2
16 213../3 214.06 28' 2 16. Pl P21.31 321. G G ' G /G • b
-- - - -
> .32 210.95 28' P /2.G°� ?1759 2+41. GG' G
- _
1B Z0721 20784 28' 209.17 2/447 1GJ. 066' -
19 M418 20481 28' 205.74 211.04
20 POo.7G 21171.39 406' 203.76 209.06 .5.5' 139.00' S ep
2J 2(X).20 200.83 S' -94.00 S el
Z2 2W. 32 20493 1 32.5' 20702 212.32 S.5' 3419' 6 ee - -
23 20796 20#).39 2A' 210.31 215.101 ///.09' e -
24 2/2.06 Z /P.49 28' 2/5.99
25 214.78 21741 29' 2230.0 28.70 Z49.65'
206 220,42 22105 4/' 220.12 233.40 306.93' 6 M 2.8
-- - -
27 2PJ.70 22033 36' 229.70 235.00 326.93' G 7
-- - - - - - -
3.86 26 P3
29' 1.H0 237.10 32.51' 7 ef
- - -
29 224.97 7. GO 2A' 233.94 23924 86.51' 7
30 231.00 231.063 28' 236.82 24el2 156.51' 7 30 - - --
3J 235.03 235.66 28' 239.69 244.99 226.51' - --
3fZ 231-06 239.69 28' &W. 56 t47A4 296.5/' 7 - - - -
33 24247 24310 28' 245.22 252.52 /3. GB' a 3 NO
34 245.6/ 246• rI 2A' 24H 4S 253.73 92.35' 8 - - - - - - - -
35 24a 71 249.34 2A' 251.062 236.92 106 9.73' 8 3-5 WA
- -- - - - --
36 251.31 232.14 28' 23449 Z59.79 239.73' 6 - - -
- -- - - -
37 25450 255!3 28' 25739 262.69 314:.50' A - -
36 23782 258.45 219' 260.97 266.27 !13.40' 9
39 4?53.54 236./7 28' 25#).39 263.69 16.40' 9
40 252.27 232.90 2A' 25498 260.2e 2S1. 73 ' 8 - - -
40
- 4
41 244.20 2 2a' 231.0 256.39 /SG. 95' 8
--
42 244.78 24541 28' 24759 252.89 70,70' 8 4Z -
43 24!.07 241.70 28' 24.399 249.29 33/.38' 7
- - - - - - --
44 ?2",89 218' 24030 Z4540 24138' T
- -- - - -
4S 2-30- 23133 28' .4/ 24/. 91 /51.34' 7 46 fAS - - -
226. 04 227.67 28' 233.29 238.59 7A.3g' 7 4QP M.4
- -- - - -- -
203.6#) 21.131 2H' 205.18 210,48 70.8a' 6 CP
- - -- -
- - -
48 204.56 20719 28' 208.43 213.73 /64 .86' 6 - --
49 2096! 2 /Oc'W 28' 2//.89 217. /9 223.36' G I .I
5
S0 2/2.L/ 2!324 2d' 2!5.28 220.58 300.36' G
- - - - - -
51 214.12 2/6.75 28' 218.73 224.03 _ 41• 15' 12 - --
3P 220 // 220.74 28' 222.2/ 227.51 JJH. 65' /Z 2 - - --
53 24214.4! 225.04 2A' 227.31 232.61 S. !S' 13 5.S - - - -
-54 226.69 227.32 Pd' 2311P 236.42 60.65' 13
SS 229.45 230.pb 28' 235.76 241.06 14.5.96' 13
- -
56 232.02 23263 28' 240.04 245.36 5.5' 2/769' /3 6Co
AN
246.1
t. 24Co55 DA's E
- _
DA7 ' PRIVATE CONTRACT C
SHEET COUNTY OF SAN DIEGO
ENGINEER DEPARTMENT SETS
oftAWS RiW rwh 1Afv ov&A7EAMT r.4ow � R
/MnRAMAloq SUM WEST Vi ti
COUNTY APMOVRD C14AN6lf `.
BENCH MARK
Ne. Description Approved By Dal. �'VZU M�� 4D .s . l s � Rec mended for Approval Approved
NkEi , ,����j Description: �Sub ivision Engineer FOR �?. ✓. "AS
A
MAY l ;, �9�9 lee Engineer of work ® Checked b ounty Engir.ecr
Record Fran: C!X Wry IWCOR#oS Y
M..r�. Approval date
MICROFILMED III PPn.73� Datum: C.E. 65 41 J 7
PRF'CISAfj{�y
/� / r
MY 2 3 1981 FILE N0.
IICf1(Ic'1L,trf,�
Y
=PERFECT'PRO=aE
PLATE A
RODNEY STOKES CO. s
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7 M20°OO'OO "W 46.60' /n
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N y\ y \ SHEET UNT Y 0 F SAN DIEGO � ('Q e
1 Al A? 'SS "E /� ° S" 6 3 ` k S- 5 11 :, n b 5 3� L DEPA OF TRA SHEETS
1 - - -- 2 ! d'3.63 8 FLC.. MAA 3T 0 W 1 3.40 A P. V C. _ -
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A/20 °oo'OO"W 95.50' N14 "W 119 F4.4 " 4 COUNTY APPROVED CHANGES BENCH MARK ,
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LOCATION : IA T . EL CAM /�I/4 /4Ef7L FA C //1 /r SUBDIVISION ENGINEER - DIRECT OF TRANSPORTATION
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Engineer of work:
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DATUM: MS . Ap oval date'. - z
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FILE N0.
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'PERFECT'mora[
PLATE A
RODNEY STOKES CO.
-3730'
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-.J /,� = Z ----DAT
17 3 73
r ._ •' Approval date
FILE N0. W
OPERFECT•Paora[ . ^
PLATE A
RODNEY STOKES CO. I
/¢6.04 ' C
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No.
' Descript ion Approved by Dale —.
WELL A4 -- - - - -
- - - -
r DESCRIPTION. _ - —_. Recommended f- -PP-- rprov -- Q
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LOCATION yx)'
ION /• EL MAVA /7EFIL j` 6 AICIA 1 11T9 5 $UB DIV ISION E NGINEER
/ DIRECTOR OF T RANSPORTATI ON N
• X Checked by T
RECORD FROM. �•
Lr�'_:'•I�:..iry ELEVATION: 220. 750 C —JI /. �� Z W
DATUM. M.S.G. ✓.R./JIEYL /A� 24653 '4pproval date L— i 3 735 -1�� z x '
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��U���RY COUNTY OF SAN DIEGO � I
121= 1I4FC)Z� v\/rn4 1Q +26 C7/ / \ / DEPARTMENT OF TRANSPORT SHEETS ,
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✓/ Recommended for approval:
F r J , / � // per. R R.J. MASSMAW
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ELEVATION: 220. T90 DATUM: /19. S .L• J. (/ R ..� DJVZ A� / E / . ' � P s 4 ' ' o S _ S - 3
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DEPARTMENT OF TR A NS PORTATION J SHEETS
C e I 3 2 r AeW 7RF /MPROVEMEAI - OF i
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COUNTY APPROVED CHANGES BENCH MARK /A/ A401? /l^lq S41AI WE5;r
No. Descript Approved by Date qT
DESCRIPTION: WELL MO (A =� � -- - __ .- -- �
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LOCATION: /NT EL CFlA4 /il'Q REf7L f E/I�C /I SUBDIVISION ENGINEER DI REC T OR O F_ TRANSPORT
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t RECORD FROM: _ COU/VlY RECO/�/DS // Q /� C \ Tn' - W W I
ELEVATION: 22Q /1'S !/ )1R1- a't -LS/r7 41C Approval date mO I
DATUM, J.R. f�EVL1M c. E. P4655 3 7 3 f
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