1883 COUNTY OF SAN DIEGO TRACT NO. 4304- 8
GENERAL NOTES SEWER NOTES WORK TO BE DONE:
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN
1. A PERMIT SH1,LL BE OBTAINED FROM THE COUNTY DEPARTMENT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER
ACCORDANCE WITH THESE PLANS; THE CURRENT SAN DIEGO COUNTY
PUI[ /C "IWK�5 FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. �� ENGINEERING
DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO
PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD
COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. ANY CONSTRUCTION. `r' 0 � 5 �• <)2 REFERENCE
DRAWINGS.
3. APPROVAL OF THESE IMPFOVEMENT PLANS AS SHOWN DOES NOT 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR
a
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S. ,�� E
GE ND■
BOUNDARY. � 315 31 3 2 311 310
4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF a
7 316 561 2^ A .C. FAVZMENT ................... .......•.••..
4. ALL [fNDERGRO7ND UTILITIES WITHIN THE STREET RIGHT -OF -WAY THE SPECIFICATIONS. F O TYPE e10 'G' CURS i TTSR
. .. .......... .......... ... : � aaaaa = s SHALL HE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO ... ��= �;•.,
..,,�� _ �
CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL (f�
c am+ �� K• A.C. BERM ............... G - S
.... .............
�� �3 3� ••�
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES OF THE L.C.W.D. ENGINEER. 3 � '�� �•C.C. SIDelfAI,ES
G - 7 ..........
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 6. APPROVAL OF THIS PLAN BY L- C.W.D. DOES NOT CONSTITUTE A REPRESEN-
¢ \; � }TTCHAI RAMP (CALTRANS)......... 10111-3 ............. .•
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE. - r
352 a \ /I ,�� /I O.C.C. CROSS GUTT:R.. ...........
� G-12 .............
NO OTHER EXIS'ING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS 1 � 3� �
� rJ /� f J � f J � �'
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY OF THIS PROJECT. (, �+ �. j I 1 r �l� STREET
LIGHT M W)........... E -1, E -2 ............. �
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ' P ` j \ j / 1 3.5JJ - 3
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL S A G = L
359 - STREET SURVEY MONUMENT ............. M- .............
OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. S 1 i �
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO RS STREE N7UeE SIGN...................
DS -13 .. . ..... . .... c
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 - HOURS IN ADVANCE OF BEGINNING �RA� (� 3
BARRICADES (MITE NS (RED) REFLECTOR MARKE - 1B " X 18 " X
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY WORK SO THAT INSPECTION CAN BE PROVIDED. Q, I
0.063' ALUMINUM) ............... +• M-9 ..........
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES r G Q' ►� 3 Z *,/SBE5708 CKA0VNT M7TCRAFO
/N, G1436 /SO •........„
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO 9• ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINI- 0
PL.ANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION MUM COVER. ALL LATERAL SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
BC ?TERFLY Y41CYE A5"SL�MESLY......... .............
-••.
Of EXISTING FACILITIES. �� ? �t✓ *712113 NYDRANT (SIZE i TYPE NOTED)... F N.
10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINI - I� F
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS i ELECTRIC MUM GRADE OF 2.0$ WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT \,
02' BLOM -O!F ASSEMBLY ............... ............. ..
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND DEPTH OF 5.5 MINIMUM FEET BELOW TOP OF CURB AT PROPERTY LINE,
NSNQAL AIR RELBASS ♦ALVE ........ .............
1' .
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. UNLESS OTHERWISE APPROVED BY L.C.W.D. I
*1 WA NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT 11. STANDARD SPECIFICATIONS
OF L.C.W.D. FOR SEWER CONSTRUCTION ARE �j j1 �JJ - LEGEND TO INDEX MAP GOPg cY ..............._ ..... .... _4
ARE NDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL AVAILABLE AT THE DISTRICT OFFICE. S� MAIN (SIZE i
TYPE NOTEDj..... •..... _
CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN INDEX MAP S EWER MANE= ....................... .............
�. �:�.
DIEGO GAS ti ELECTRIC COMPANY, TELEPHONE: (619) 743 -3222. 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE SCALE:
1' ■Z 00' ••• -•••• -•._o
EXPENSE OF THE CONTRACTOR. PROPERTY BOUNDARY DEADE19D CLEANOOT ..............••...•
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY SUBDIVISION BOUNDARY - - -- SEWER LATERAL ...................... ••.••.
.......
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOU THE PERMISSION
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. OF THE DISTRICT. SHEET NUMBERS ® STORM DRAIN (Ai Ni1sEO) .............
D -60 D- il... ........ ..
__. - E RS , ..........
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE 14. ALL PIPES SHALL HAVE A 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN
ak /INTER /,NP, �ROL/I'ENH41AI iYl./V.D. 3T4/UOARD9,f4 IA
WATER MAIN TIP 'A' CU 131M ................ D- 1 D- 11 -12
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND ON L.C.W.D. STANDARD DRAWINGS S -12. STORM DRAIN --�
-- A07E 9PL= "C /Fif�pT /0746.
APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY, °-- LEGAL DESCRIPTION:
TELEPHONE: (860) 422 -4133. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. C ?1' OF C•ORLSB� SEWER MAIN
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUS -
SAN D /EGO C&INTY FIRE HYDRANTS A PORTION OF LOT 12 OF RANCHO LAS ENCINITAS, ACCORDING TO MAP
THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED MITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A V STREET
NAME SIGNS ♦ THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS STREET
DRAINAGE FLOW DIRECTION SAN DIEGO COUNTY, JUNE 27, 1898, ALL IN THE COUNTY OF SAN DIEGO,
COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH - STATE OF CALIFORNIA, AND A PORTION OF LOT 143
OF COUNTY OF SAY
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND BLOCK NUMBERS DIEGO TRACT 3596 -3, IN
THE COUNTY OF SAN DIEGO, STATE OF
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES, ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS. 1QLb
CONTACT T.M. CABLEVISION, TELEPHONE: (619) 746 -6666. .JOB J^ /TE STREET LIGHTS p( CALIFORNIA, ACCORDING
TO NAP THEREOF NO. 10397, FILED IN THE
17. SEWER LATERAL TABLE IS ON SHEET NO. 6 _ . (;q,PpENL14CE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 28, 1982.
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUB -
'4O RQ40
ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE MITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING,
OW NE R/DEVELOPER :
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM . Afozw
/V V /6Ti/
EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH l� N
OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN THIS PLAN v )WVISE.D TO ,4 /34//47-# I HEREBY AGREE TO
COMMENCE WORK ON AN IMPROVEMENTS SHOWN ON
12. STORM DRAIN ALTERNATES ARE REINFORCED CONCRETE PIPE OR 41 � �•0l(./L�T���.S THESE PLANS WITHIN
EXISTING COUNTY RIGHT-OF-WAY WITHIN 66 DAYS
ASBESTOS CEMENT PIPE, R.C.P. 1350 -D, CLASS III OR IV, EQUALS MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND
/� AFTER ISSUANCE OF THE CONSTRUCTION PERMIT' AND TO PURSUE SUCH WORK
A.C.P. 2000 -D. CAST -IN APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES E/YC /N /TA,9 ! j/ ACTIVELY
ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
-PLACE PIPE MAY ALSO BE USED AS AN
ALTERNATE TO R.C.P. FOR STORM DRAIN PIPE WITH DIAMETERS EQUAL FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION �l
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
TO OR EXCEEDING 24 ". SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL R THIS PROJECT OR UNDER
MY CONTROL.
13. C.M.P. STORM DRAINS SHALL BE CERTIFIED BY THE DEVELOPER OR OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. EXP /REJ (o'3D-
SIGNA TURE ALa � [/ /� TITLE V / � j DATE S ✓ /'�
< �x�
THE SOILS ENGINEER TO HAVE A 50 -YEAR SERVICE LIFE FOR THE 19. P.V.C. SEWER PIPE MAY BE INSTALLED IN LIEU OF V.C.P. AS SHOWN: o
OWNER AND DEVELOPE THE FIELDSTONE COMlRNY
PARTICULAR SOIL AND LOCATION SHOWN ON THE PLANS. THIS WATER NOTES
CERTIFICATION SHALL BE MADE PRIOR TO THE INSTALLATION OF THE ADDRESS: 8340 CLAIREMONT MESA BOULEVARD, SAN DIEGO,
CA 92111
STORM DRAIN. ASSESSOR'S PARCEL NO.: 255 - 646 -69 AND 257 - 050 -75
14. STORM DRAIN LENGTHS ARE CALCULATED ALONG CENTER LINE OF 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD
CULVERT. LENGTHS GIVEN ARE PLAN DISTANCES. WHEN JOINING A OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, AND THE CONTRACTOR
NOTE:
CLEANOUT OR CURB INLET, DISTANCE GIVEN INCLUDES WALL SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE
THICKNESS BUT NOT CLEANOUT /INLET WIDTH. AT ALL TIMES.
15. CONSTRUCT A LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY WANDERING ROAD FROM STA. 29 +10.23 TO
STA. 31 +31.42, AS SHOWN
2 WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER LINE PRO-
STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: VICINITY MAP ON T.M. 3590 -3 AND WILLO DRIVE
NORTH FROM STA.
FILE, OF PIPE PROFILE IS 48 BELOW CENTERLINE FINISH GRADE OF 5 +83.86 TO STA. 16 +56.11, AS SHOWN ON T.M. 4304
-5 SHALL BE
(1) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE
TRUE 90 CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE STREET. STREET 111114 R/W WIDTH CONSTRUCTED AND ACCEPTED
FOR MAINTENANCE BY THE COUNTY PRIOR
HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT 3. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY THE FIRE DISTRICT.
NO SC ALE 0 THE IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS BEING
EMITTING REFRACTOR OR DEVICE. (2) ALL FIXTURES SHALL USE A WI DRIVE NORTH 44 , ' ACCEPTED FOR MAINTENANCE BY THE
COUNTY. IMPROVEMENT PLANS
CLEAR, LOSS PRESSURE SODIUM VAPOR LIGHT SOURCE. (3) NO 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE
T.H. 3598 -3 AND T.M. 4304 -5 SHALL BE CONSTRUCTED AS PART OF
MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED LOW WATER LINE PROFILE. THIS PLAN, IF THE ABOVE CONDITION
HAS NOT BEEN SATISFIED.
PRESSURE SODIUM LAMPS SHALL BE INSTALLED. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAIN SHALL BE MADE
16. CONTRACTOR A G R E E S THAT H E SHALL A S S U M E C O M P L E T E WET. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL��_/
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BE SUBJECT TO APPROVAL BY THE DISTRICT. / �� I C
�� NOTE
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA ,
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES " 1115
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAIN At L
4t THE STORM DRAINAGE FACILITIES SHOWN ON THESE PLANS (7Af f"
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO
IM WILL NOT BE ACCEPTED BY THE COUNTY FOR MAINTENANCE UNTIL
ENGINEER HARMLESS FROM ANY -AND ALL LIABILITY, REAL OR THE DISTRICT PRIOR TO START OF WORK. /Jr ZWM W) t A.
EASEMENTS NAYS BEEN DEDICATED FOR THE OFF -SITE STORM
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS . _ DRAINAGE FACILITIES SHOWN ON r414304-61L �.
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 7. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS
fv
NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY r
WHENEVER POSSIBLE.
17. ALL UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED BEFORE 1. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO
LADERA ASSOCIATES INC. u �
CONSTRUCTION OF CURBS OR CONCRETE CROSS - GUTTERS OR SURFACING READ AS FOLLOWS "A CHLORINE CONCENTRATION OF APPROXIMATELY 50 s T�AA�lr�R
LandPionn urw
■rs- CivilEngineen•Syors
� � �L
OF STREETS \6 7T G , # #a , -PO.V, �CMALA W,O COn Cm" Son D� CA 02111 (714) W2.5 6
P.P.M. OR THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 P.P.M. CB. 0(31V77Efi AA~gll 7W
18. ALL GRADING SHALL BE DONE AS PER RECOMMENDATIONS OF LEIGHTON IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED. (60774 51065)
AND ASSOCIATES, INC. IN THEIR SOIL AND GEOLOGIC INVESTIGATION 9. PRIOR TO EXCAVATION, ALL EXISTIM FACILITIES NNIC11 MIRY AFFECT �
� A C 77Qt/ PAIVAT� CONTRACT
A
MADE FOR FIELDSTONE COMPANIES, DATED OCTOBER 25, 1983. FINAL DESIGN, Z.E. - LIM CROS111IMS, LINE PARALLELING OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED
19. GRADES OF 10- 11.99% REQUIRE 2 -1/2" AC OVER COUNTY APPROVED 10. INSTALL A MINIMUM 1 -INCH MATER SERVICE TO EACH LOT.' METER Tp BE
PERMITS M ET COUNTY OF SAN DIEGO Cf
1
BASE LOCATED S FEET FROM A SIDS LOT LINE. A 3/4• BIGN LETTER - M SHALL TYPICAL STREET SECTION DEPARTMENT OF PUBLIC WORKS 7
$IMET$
GRADES OF 12- 13.99$ REQUIRE 3" AC OVER COUNTY APPROVED BASE. BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT NO NO.
1 - 0411 �-
GRADES OF 14- 15.99% REQUIRE 3 -1/2" AC OVER COUNTY APPROVED ALL MATER SERVIC= CROSBINOS. WATER NOTES `CONT'D.' SCALE Oft
Im IMPIIOYEIENT OF:
BASE. 11. Valve boxes shall be integral cast iron lid and frame assembly, type GV -8, YA�tt� PMIET N0._ NIA SA
DIEGO C OU
GRADES OF 16- 17.99% REQUIRE 4 AC OVER COUNTY APPROVED BASE. 12 Internal ferrous surfaces of all valves exposed to water shall
have a
as manufactured by Southwest Foundry or Alhambra Foundry Company Ltd., certified factory applied epoxy coating not less than 10 Pails
thick TENTATIVE MAP NO. 4304
26. THE CONSTRUCTION OF ONE PCC STANDARD DRIVEWAY PER LOT, fi
LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER OF TRACT 140, 4304111111111 8 9EVVER A3F-PQ
Y VJkTlaR AGE FLOOD OONTROI_ DISTRICT CDLINTYAPPROVED CHAfVCiEla BENCH MARK
WORK. PCC SURFACING OF DRIVEWAY TO EXTEND FROM CURB T CALIFO#NIACO ORDINATE INOfX °x'1'1 -1Sa
kw)
PROPER�`�' 1)liElr USE STANDARD DRAWINGS G -22, 23, 24, 305 -P, ��. C OUNT Y WATER ON7IMCT g r E MMK)PAL WATER DISTRICT SAN DIEGO COUNTY FLOOD
CONTROL DISTRICT Ne. Dmription w Dee,
366 1. DFSCRIPTIDN: .4 �BOD /- !2 /NT- C BETE
,.- ...e.e r.- «w •-rs.-w.r %r: r.J Mtf�iMeJJ - - - -- S
R • WORKS APPROVAL F,5f! /Gi q; st: N
r PRECISION ENGINEERING CORPORATION STREET ,M�h!'//NT A} �►t O
PREr1 1 } LOCA TION: A7FA8GxT 'AW OFEL G�M%I�{J /PEi�C I�ND *ft W a ■EC�o■ os wauc a
1 M 1'1
N W a ISE
-„ Ar/ReVEO EV _ APPROVEO tr:
S, g 1986 ��' R�oao�ROM. NO E � • I shed w 0 T wE LU s N
i� EL SO- DOANUMBE .�s,9 .� a.,. 4305 -i - N
2 70 DATUM: U. .G.S. W
- k;" DATE: R.C.E. /� DATE .IOS NUMBER y ELEVATIU�. ^,
MICROFILMED •ATE: c. E. 8Y
FILE IIl. 25 m
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PROFILE FIESTONE LANE g a � o `
EASTOKY RETURN
ffw FrE'
.00
ERI tCALII: HORIZ. 1 " --40' V ERT. 4 "08"
TAM 6.00
W1E$UKY. ROLNIN
4 5 6) 7 ►- -� - , r
3 5 5 S 53 , w s 6 S
Q_/#IGA77avG(/9itR 71 $ � STREET DATA TABLE .
o y \ •-- ax / �� �/ s 6Q BEARING OR DELTA RADIUS LEMOTH. EMARKS
e= •P0 200.00' /7 . / P
3 12 a ,� �... �•� 9,. �� 0 Z /B.Giw /95..3/ LT.
9 s C ` X s 63 ^� e =5/ G!� /B2.OD' G3.
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18e.4040
711 j3t.PVWoVo"` .30.
cr SEWER DATA TABLE,
O 1pIEAMQ 04 DELTA I RADR/S I LENGTH t
�\ 5 5 � 3 30• , • � � y � 2 � 3 �� ox � / 2 � t / 2� . .
� 6\ lll\ 't• 777111 tJ� � cc, � � �-( a � � �2'� ��
Voa WATER DATA TABLE
1p \ / �� O E 5 BEARIING OR DELTA RADIUS LENGTH
Io
Q Z O. /OD .
/0 5/
/ '(P m ,rIrUSE 6�'P /r4�LENGTHS
o� W'
7 74 1
9
war Z
3Q' 0 LL
LL
PLAN: FIELDSTONE LANE R ��5T3 0 2 ' � \ �� x
SCALE: 1" =40' �� .�� �� Q r /3OG
TA 0 c PR '`6 ° PRIVATE CONTRACT a
�Qr�3 r J \ �0�5 O019 �i`�! \JO SHEET COUNTY OF SAN DIEGO T
m �1 0 �yb DEPARTMENT OF PUBLIC WORKS SHEETS a
`F PLANS FOR THE IMPROVEMENT OF:
FIELDSTONE LANE
COUNTY APPROVED CHANGES BENCH MARK STA. 4 +43.36 TO STA. 13 +65.02
D.¢ripuon APPr by D.le COUNTY OF SAN QO TIIACT NO. 4304 -8
Na.
DESCRIPTION: R /600, &- //YT- Q9NCRETE Xe e« wr A ...a FAQ R. ✓. M�S1A/iM
R5 i.3 JI& j Q 3 g� STREET ,NEON 6k7 C4
# r , LOCATION: 11y?F1RBECrVN OF EL CA~ REAL AND SUBDIVI ONE IN R DIRECTOR OF PUBLIC WOWS
r. allileNHA/N lo. -- °C s
Env 1 k: ChskW
tYj�a.fN.N.i M 1 0 RUFtl�M4. «} Appro.,l . 'o.
.a
RECORD FIroM: /1't�1RTH CGY/NTY 1/E�T A (t7NTROL D,OT L 4 304 0 R. e. E. A /L- O
t W W N
ELEVATION: 797 DATUM: U� •`^' — Z 01
W �
FILE N0. w
Tm
40
40
29D-83
SEWER LATERAL DATA TABLE INVERT
LOT INVERT INVERT ELEV. AT TOP OF
STATION AT Q� CURB REMARKS
NO. AT l� PROPERTY
MAIN MAIN LINE ELEV.
338 111-47 278. 278.82 28' 60' 280.57 286.37 F /EL05T0NELA1YE
339 /014 275./8 275.85 28' 6.0' 277.6/ 283.4/
340 101420 271.54 272.2/ 28' 6i.0 273.97 279.77
341 A 2'6786 268.53 28' 60' 270.27 276.07
342 8t /0 260-0.63 2'60,30 28' 6.0' 263.0 268.8¢
343 71425 256. Z/ 256.88 28' 60' 258.62 26¢.42
344 6-141 25/.85 252.52 28' 60' 25426 260.06
345 5 -166 24795 218.62 P8' 60' 2503( 256.16
346 5 -103 244.67 2Q5.44 28' 6.0' 24709 252.89
347 Q1436 241. /9 2d/.86 28' 6,0' 243. 249.40 /EL05T0NE LANE
348 61437 255.58 226:25 24' lo'.O' 230.04 23584 WIZ LOWSM1iY6 0R.
340 6-185 2294(0 0,3013 30' 6.0' 29333 239. /3
350 71453 23490 235.57 30' 6.0' 239.52 245.32
351 8{-34 241.38 242,05 30' 6.0' 246,52 252.32 WIZLOWSPRIA19OR.
952 11 25047 253.14 58' (0.0' 255/7 260.97 MAR /E COURT
353 /14-" 25277 25344 52' 6.0' 255.25 26105
354 11496 252,62 253,29 59'160' 254.70 260.50 VWIS COURT
355 la,16V 255.17 255.8¢ 30' 60' 25'6.70 262.50 N/LLOWSAMWG O.G.
356 /0-195 263.3¢ 264, 0/ 30' 6.0' 2'6¢.85 OXC6
357 12 -100 272.37 273.0¢ 30' 6.0' 275,90 28/.70
358 121488 279.94 28061 30' 60' 283.07 288.87
959 014/5 28875 28942 30' 6,0' 290,82 29 6.62 t
360 1'61477 293.2/ 293.88 .30' 6,0' 295.58 301.38
961 15 -142 29789 298.56 30' 6.0' 31.V 5T0 306:361 /LLAN'SmY6 OR.
362 111488 280.28 280.95 28' Co. 0' 282.70 288.50 F/ELOSTONECANE
363 110'31 277.3/ 27799 28' 60' 279.74 285.54
364 IaV68 27404 27471 28' 6.0' 27647 28227
365 91497 270.35 27102 28' 6.0' 272.77 278.57
366 91430 266;87 26754 28' 6.0' 269.29 275,09
367 &1477 264.11 264.78 28' 60' 26653 272.33
368 467M 26115 26/.8Z 28' 6.0' 26157 26937
969 71469 258.50 259. /7 28' 6.0' 260.92 261(0-.72
370 714/0 25-644 25611 28' 6.0 257.85 063.'65
371 6 -138 25169 252.36 28' 60' 254 // 259.91
372 51476 248.47 249, /4 28' 6.0' 250,88 256.68
373 514/9 245,19 245.86 28' 60' 247, 6/ 25,341
374 411448 2D/.8/ 242.48 ZB' 600' 244.23 250.03
375 4-117 240.20 240.87 40' 6.0' 242.77 248.56
376 M.h.'- /8' 236.44 23711 44' 6.0' 240 /0 24-590
977 iW.//. -97 236.33 23700 46' 6.0' 239,80 245.60
378 31-20-.3/ 233.74 234.4/ 92' 6.0' 23761 24341
379 21463 23053 23/.20 28' 6.0' 233.65 23945 C IR967aW LANE
380 ,5, 2/9 2/ 2/9.88 78 6.0' 224. /O 229.90 KLAMSAP/AG aq
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PRIVATE CONTRACT I
r
PERMITS S HEET COUNTY OF SAN DIEGO 7 e
DEPARTMENT OF PUBLIC WORKS SHEETS s
t GRADING PERMIT NO. L -04//
N/p PLANS FOR THE IMPROVEMENT OF:
SPECIAL USE PERMIT NO. S DIEGO COUNTY
TENTATIVE MAP NO. 430¢
TRACT NO. 4304-8
p ,.. • , „ CALIFORNIA COO IN INDEX 322-1689
W IE
COUNTY APPFIOVEO CHANGES H
No. Olncrgtion ADO rod by Dm - - CD
PRECISION DESCRIPTION: R/BOO, 8/ - 72 /NT- CONC,S'ETE R .�e.rl ,: ,b,,,.w w RJ. MA59MC�N = rr
A5 FXJ /Li y 3 6 STREET ,�1t7MUrNENT L `aw 'n
PRFrICu1N SEp 81986 LOCATION : IN 76 RSECT /ONOFELC AVO E IVIl1 NEN INFER v o1R RbfnlKJCwoms H N
OL1l .PO. E d k: Checked by: W Z a
MIGROFILMED TM _
MICRUFtLME0 RECORD FROM: NORTH COUNT {'ERT /CAL CONTR L O�OTq 4304 - a r
ELEVATION: 79.716 US'' Avwo.,le.n
DATUM: � GARY GRlK R. C. E. O "S = _ �
W CL Z.
FILE N0. 259 -83
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Z
O Q I Lu IS C
8EE .4LS0
T.N 4304- 9 � ti
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\ t} Ql\ I 34p v cn =>
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PRIVATE CONTRACT 7
COUNTY OF SAN
D EPARTMENT OF PUBLIC r
IC4310S SHEETS
O 1 0 PLAN FOR THE IMPROVEMENT OF
WILLOWSPRING DRIVE NORTH
/ COLIIVTY APPROVED TRIPING PLAN
VED CHANGES E3ENCH MARK C LINTY OF SAN GO TRACT NO. 4304'
STRIPING PLAN- WILLOWSPRING DRIVE NORTH ,�„ &,'� " ° " °° A° DESCRIPTION /9/800, r- �? / N ro- cNCRET
B for "at AoVrovvo FO� Mw w/v
PRECISION Q 3 8 STR EET ,rxw 67 ) , [ / {
\ PRECISION LOCATION: 07ER5ECT/ON OF EL CAWWO R"L .ONO E v DIRECTgI OF M!{LIC WORKS y
s l am
AUG 28 1984 SCALE: 1 ■40 OL /I RD• E L ++ _
S E P 8 1986 ngin .wrt: cnsww e -
MICROfIINi-I, RECORD /VORTHCGY/NTY 1/ERT /CAL CGWT.QOL Qr/T�I _a• TM z "•'
MICROFILMED ELEVATION: �•7 /�O DATUM: U.S.G.S. Y R. C. E A /L date 4 � W
FILE N0.
259 -83