7055 WORK TO BE DONE
5E,YY.ER LATERAL TABLE j i i L���C� � THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING
TO THESE PLANS,
SEWER NV. EL. LAT. EL. LAT. CURB STA REMARKS Y 1 L�r r THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT
STANDARD SPECIFICATIONS AND
L I
N0. S SEWER N G MAIN A PL. LENGTH ELEV. G P L. SPECIAL PROVI SIONS FOR THE IMPROVEMENT OF SUBDI
STREETS, AND THE STANDARD
M.H. 114 30.91 251 .31 M.H. EX151 PER UNIT N3Go.Dry 2W-.3 1` j i �" �CD. REFERENCE DRAWINGS.
216 252.00 254.6 47.00' 26040 of74 VILLAGE RUN EAST
Z17 25Z .4Z 254.4 45.87' Z60.20 074es THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION) - - - -
- - - - -
2I8 Z5 Z.46 254.1 33.87 Z59.88 0 /9io "
219 252./5 253.7 4./.00 253.46 _0467 THE PREPARATION OF SECTION AND PAVING OF STREETS _ _ _
_ _ _ _ _
(SEE TYPICAL SECTION AND NOTES) -
220 251.95 253.4 52.00 259.10 07
THE CONSTRUCTION OF TYPE "E" CURB - - - - - - - - - - - - - - - -
-
221 ZS /.BO 253•1 43.00 258.80 0715/
M.H. 21458.36Bk 234.26 MA EX15T PER UNITI13Go Dwa28403 THE CONSTRUCTION OF STANDARD STREET NAME SIGN - -
- - - - - - - - -
240 234.65 236.5 3000 Z42.34 42+09.88 VILLAGE RUN NORTH - - - - - - - - -
- - - - - - -
THE INSTALLATION OF STREET LIGHTS - �•.
289 235.07 231.9 30.00 Z43.11 41450 PILLAGE RUN NORTH- FUTURE UNIT #5
THE CONSTRUCTION OF V.C. SEWER MAIN - - - - - - - - - - - - -, -
-
��- THE CONSTRUCTION OF P.C.C. STANDARD SEWER MANHOLE - - - - _ _ _ _ M.H.
�' NArER� THE CONSTRUCTION OF SEWER PLUG - - - - - - - - - - - - - -
-
PARK - - -�
Esm�r 1 nY ,\ �
THE CONSTRUCTION OF SEWER CLEANOUT - - - -
yIl. �
E /rl�G' I LA / \�_
lyq/Lr� N _ o ) THE CONSTRUCTION OF V.C. SEWER LATERAL - - - - - - - - -
- - - - - - -�
I � ru w �� �� r THE CONSTRUCTION OF A.C. WATER MAIN, CLASS 150 - - - - - - -
- - - - - --
2�
E ll
THE INSTALLATION OF GATE VALVE ASSEMBLY - - - - - - - - - - - - - -
_ - �G.V.
Z��.O• Z \b �,�� / THE INSTALLATION OF FIRE HYDRANT ASSEMBLY - - - - - - - - -
- - - FH.
9
Q 22O `� F,P 233 THE INSTALLATION OF BLOW-OFF OR - - - - - - - - - - -
- - - - - - - _____0
' `'p 23a �\ MANUAL AIR RELEASE ASSEMBLY - - - - •• - - - - - OR.
MAR.
2 \� 1 THE INSTALLATION OF COPPER WATER SERVICE - - - - - - - - - - -
- - - - - -�
' 22 L
v c' ? 3
w-1 2 1 i•%
2 2Q w 01 \ ( %6 3
LE"CADiA y
I zzs I , .ice \ \ c? s a 0
Z2' ` VILLAGE
226 I .•'� PARK
1F3i n ENCINITA5
s_ �• /-
t � A 1 N FN
r� J 7N cs,a:' I F °NTn THE I NSTALLAT ION OF STREET SURVEY MONUMENTS - - - - - - -
- - - - -
240 ? r r I f5Y n,E 1 5EA 2 aLVq
z 4a ,;�. FR f . t D FY THE INSTALLATION OF TYPE "DS" GUARD FENCE ASSEMBLY - - - - -
- - - - 9
1�- �l l_r �l� Z ,.
$ ��
T</E /MST•dLL�JT /ON OF dCx iJCx F Tee ! AC. F/ �aak Va/va
5nI ,�-
10 � �Gy�F llab - 9'
\ CJ� STANDARD REFERENCE DRAWINGS
.SUBDIYISION BOUNDARY za
r�J VICINITY MAP
STREET LIGHT
LOCATION ELEVATION SHOWN ON PLAN ��r� ti 1 `r� STREET IMPROVEMENTS: 200 -3, 211 -1, 212 -1, 214, 301
-1, 315 -1, SPECIAL DISTRICT SERVICES
\��� r� � s � r wo SCALE EXHIBIT B STREET LIGHTS
rl .�
R / 60' or 56' E \ \\0
248 249 DRAINAGE: 117 -1, 120 -1, 102 -1, 104 -2, 106 -1, 223 -1, 226
J \ ��
i0' D. 20' or 18' 20' or i8' f0 250 \, SEWER: SEE THE GENERAL STANDARD SPECIFICATIONS FOR CONSTRUCT
ION OF SEWERS AND
I ' i3' 11' 5' 5' LE BEND 2 5.E �. /� APPURTENANCES FOR LEUCADIA COUNTY WATER DISTRICT
O INDIGATE5 SHEET NO.
5LOPE5 SHOWN 7 3' .0 F.H. LOGAPON I ♦ INDICATES STREET NAME SIGN 25 \(';�` NOTE: SEE SHEET
2 FOR GENERAL NOTES AND SPECIFICATIONS
ON GRADING PLANS
INDICATES GONSTRUGTION OF STREET LIGHT 253 NOTE: FOR EXISTING IMPROVEMENT5 5EE VILLAGE PARK UNIT *3 2940.3
4"P.C.C. 51DElYALX REMOVE BERM MATCH EXIST PVM'T. IN INDIGATE5 CONSTRUCTION OF FIRE HYDRANTS 2 5k
XISTIM PER
CQ DWNOTM. 28403 INDIGATE5 EXISTING STREET UGHT
TYPE "En CURB 255
p04 INDIGATE5 EX15TING FIRE HYDRANT5 Z 56 0� i
2 "A5 PHALT CONCRETE OI/E 5 R ,t, INDICATES DIRECTION OF DRAINAGE 2 1 %
4 GGRE `
" CLASS 3 A TL ^3 INDIGATE5 EXIST. Y.H. DIRECTION OF SEWER FLOW �� ' L
TYPICAL SECTION- FOR COTTAGE GROPE _ - _- 1,v01 4TES LX/,4T /NC' STORM 0" /NA) 255 9 // LO
s7wcr L1
A pNGyT
DRIVE. CaMAN DRNE AND P01MON45 OF - -- /N� /coTcs w.4rga A44 /N /E.risT l G NOTEo a so
GARDENDALE ROAD Es YMIAGF, RW M8T o' �o o'
S' S' ELEV. SHOW . 0N ANS S 5 FP. LOCATION
z 7' 7
SLOPE SHOWN
ON GRADING PLAN
v� STREET LlGNT � BENCH MARK
LOCATION 2 ASPNAL7' CCKICRETE 4" PCC SIDEWALK I
o TYPE "E " CUP8 pl/ER 4" CLASS 3 Deep i Q tion: /2 IRON PIN I GONG. STEEL P05T
op AGGREGATE .BASE el, OGOt772
STREET L16HT Location: 0.5 MILE RUN N'LY ON RANCHO SANTA F
32' I I0' IF LOCATION ACRO55 FROM PP If 19552P
TYPICAL STREET SEC T101V Record From: COUNTY B LEVELS
ELEV. 514OWN ON FUM Il E 102' E NO SCALE Elevation: 129.773 Datum: WIG.dr&5.
ELEV. SHOWN ON PLANS 6 %C BERM 5' 1 15. OPES S
SCHOWN 1t0, 32 3Z' IO'
22%l ON GRADING RAN I -4 9' LELJCADU� PRIVATE CONTRACT
N•:
4 "P.CG. SIDEWALK 91 ON PLANS COUNTY YYA DISTRICT SMfET
2 "ASPHALT CONCETE OvER 'L� SHOWN I T SEWER APPROVED DY: ' COUNTY OF SAN D
10
4" CLASS 3 AGGREGATE BASE ��` "E" CURB ON GRADING FLFYY ENGINEERING DEPARTMENT SHEETS
TYPICAL 45FfTI0N TYPE "E' CURD TYPE Qi SE T Y - M ANAGEIK ATE PL ANS FOR THE IMPROVEMENT OF
MOUMAIN Yla5TA DWE 4 0 PC.0 51DE MWLK "B "CURB 3 "A5PHA1_T CONCRETEOZER VILL AGE PARK
NO SCALE 7NTC& JENO G "CLASS 3 .40rGREGdTE BASE
UNIT 1W0. 4
D j WAY alWh !/N A&ACIP& fbf�TE�P ZMAO�C7
V+GIAW WOZA -5' 11ACVOI/iZ ,� �U /LT dTiftfTf�6�f'TS �,,,,._ "s�serAW�A°°roval
;:..,,.....ir Vea' .ROYCE EAW1'VEEQf/1E! C s n r Tf r
t �' .4S BUILT 'a°D '�` Q REVISED KEG MAP �.•• -.- ' /9 � EngN�eer et Wwk CMekd � Count
Enginnr
Y 4 Erq/neC/s �or rf/iC IJiS�r /C� nL ApDED STiLF.E� SE.GT I O N S/ T. M. NO.
9 !� �2 -Q3 -� I C-0(01-1e.8-04 N0. REVISION APPROVAL DATE MMINw R. E. f41e
Approval o 2840'4
` E11.MIF.D Wi//iam iCle- R. F. /VO, Oaf& 06..S.. 8210 OdTE /O. _No.
�Rkk FILE NO.
�.w, ENGINEERING COMPANY County Use Only
3557 Kenyon St. 222 -0348 Son Dbgo,Collf.
JOB NO.: 5004 -A
R.QUIdAro <
i
L111�II �TI I�ICJ. a
GENERAL NOTES SPECIAL NOTE WATER NOTES
1. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
MEASURES PROVIDE MANUAL AIR RELEASE AT ALL HIGH POINTS.
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFORE.
PROVIDE BLOW -OFF WHERE SHOWN
B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT SPECIFICATIONS CONNECTIONS TO EXISTING MAINS TO BE DRY TYPE.
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION 1.STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING
TO TIME AND DURATION OF SHUT DOWN OF EXISTING MAINS
OF EXISTING FACILITIES. THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PRO- SHALL BE APPROVED BY THE WATER DISTRICT.
C) BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND VISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. (SEE NOTE THIS SHEET)
UTILITIES. THE EXI AND LOCATION OF ANY UNDERGROUND UTILITY PIPES .oWWA6 < IIWC L/YOA01A d7 Z6rJ71a46 46 512S11OTEO
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 2.ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED BEFORE CON- ,BV
Fi<tE 01614 /CT
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER STRUCTION OF CURBS, CROSS GUTTER OR SURFACING OF THE STREETS.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
3. THE CONSTRUCTION OF ONE P.C.C. STANDARD DRIVEWAY PER R-IA L07, LOCATION TO BE
D) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT DETERMINED IN THE FIELD BY THE ENGINEER OF WORK. P.C.C. SURFACING OF
DRIVEWAY
THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS 207 -3,
RECORD OR NOT SHOWN ON THESE PLANS. 305 -2, 306.1.
E) CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 8 ELECTRIC COMPANY PRIOR Q 4. THE STRUCTURAL SECTION WILL BE 2" QSPNALT CONCRETE OVER4 "CLAs%9.5 slrRE
4 f
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK $ASEOdI ALL INTER /OR SUED /V /,f: /ON STREETS AND 3 "ASPHALT CONCRETE OVER
WITH COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, EXT . 7569. C " CLASS 3 AGGREGATE BASE ON VILLAGE PARK WAY.
F) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO 5.NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRONS CONSTRUCTION.
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES. TELEPHONE: 298 -0595.
SEWER
2. "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED
ON THESE ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION ". (SEE SPECIFI- SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE LEUCADIA COUNTY
CATIONS ON THIS SHEET.) WATER DISTRICT SPECIFICATIONS AND STANDARD DETAILS FOR SEWERS CONSTRUCTION.
3. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE "COUNTY ENGINEER ROAD DEPART- COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MINIMUM.RELETIVE
COMPKTION
MENT" FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48" (INCH) MINIMUM COVER
4. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND UNLESS OTHERWISE SHOWN.
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE
PACIFIC TELEPHONE COMPANY. ALL MAINS AND LATERALS SHALL BE TESTED IN ACCORDANCE WITH L6uCAO /A CoUNrV W4TFR
lJ/97 SPEC 1F 1C.4T 1o1V8, .4FTLR 1N9TgLL47 OF ALL 0774,MR UT/LJT/ES.
5. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE ALL LATERALS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES, GAS
PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS a ELECTRIC COMPANY. EACH R•IA LOT SHALL BE SERVED BY A 4" V.C.P. LATERAL SET AT A MINIMUM
GRADE OF
2% WITH A MINIMUM DROP TO MAIN OF 0.3' (FOOT) AND AN INVERT DEPTH OF 6' (FEET)
6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO: CONTACT THE BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY THE LEUCADIA
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR COUNTY WATER DISTRICT. SEE PLANS FOR SIZE.
THE COSTS OF RELOCATIONS. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION.
7. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS IN
ADVANCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED. THE CONTRACTOR MUST SECURE APPROVAL FROM THE INSPECTOR PRIOR TO BACK FILLING OVER
ANY Y'S.
THE DRAWING AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS.
NO REVISIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE DISTRICT
ENGINEER.
APPROVAL OF THIS PLAN BY THE DISTRICT DOES NOT CONSTITUTE A REPRESENTATION ON THE
ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY
PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
WATER
WATER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS AND
SPECIFICATIONS OF THE OLIVENHAIN MUNICIPAL WATER DIST
ALL WATER MAINS SHALL BE CONSTRUCTED WITH TOP OF PIPE 48" (INCH) BELOW t FINISH
STREET GRADE EXCEPT WHERE TOP OF PIPE ELEVATIONS ARE SHOWN ON THE PLANS TO INDICATE
OTHERWISE.
A SEPARATE 314 INCH WATER SERVICE IS REQUIRED FOR EACH R-IA LOT IN THIS SUBDIVISION.
WATER METERS TO BE LOCATED BACK OF CURB.
SITE GRADING ACCORDING TO GRADING PLAN DRAWINGS L600E BENCH MARK
Description: 1 /2" IRON PIN IN CONC. STEEL POST
ALL LOTS SHALL BE GRADED TO PREVENT PONDING OF WATER. 000072
Location: 0.5 MILE RUN N'LY ON RANCHO SANTA F
ACROSS FROM P.P. f f f 9552P
Record From: COUNTY BENCH LEVELS
Elevation: 129.113 Datum: U.SC.663.
PRIVATE CONTRACT
4,5 FT -ET I 10
COUNTY OF SAN 0100
ENGINEERING, DEPARTMENT SHEETS
PLANS FOR THE IMPROVEMENT OF
VILLAGE PARK
UNIT NO. 4
AW of A
10" 484//L T u E�_ !T. County Enefneer
[neuter of Work Chocked! T. M. NO.
1 ;; 1// /�(� Ap ev D 2840
Alb. Dol LNO. REVISION APPROVAL DATE WiNi*M . RIe R.C.E. 94w
VR €CISION \ ^itk FILE N0.
ENGINEERING COMPANY
County Use Only
M� ~ 1g�1 3357 Kenyon St. 222 -0348 Son Dlw,CoM.
II 13 1972
JOB NO.:_ 5004 -A
IFD
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Sp�'ST Ave p/
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�y LEFT TURN POCKET DETAILS n�1 chi
UED /V /5(0N BOUNDARY
Z
� ~ .. I � ..
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=374.87' �, STILT. LUMEN • �� SE %CAGE P ,fW UN�N99
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�i�� � a` 8F�'pyo � t PRIVATE CONTRACT
`AFT N U)
1p SHEET COUNTYOFD DIEGO f0
217 SHEETS
3i a O
O N
" ti Z 15 0 2 r4 2 r3 212 211 v� 210 20 9 te r.' 0 T+ TI-� IIKPRGISlSNIH1�1"I" GJF
RII N N N N N N
YILLAQ� I'D�PvK ��rs
Y I L LAGS PARK WAY COUNTY APPROVED CHANGES BENCH MARK
w, Doer Ion ov Date Description: '12" IRON PIN IN GONG STEEL F03T R odt Apr al Apvr •d
` E „ ASf�U /LT,!'T/�EETL /GHT3'. lr•d S11,4117 S11,4117 OCOOIZ 7 f"
� hl �so► +io^ E ^a' ^••r st • county Er
AS 541ILT 4s O.
�-� x/9/77 Location:
0.5 MILE RUN. N'LY O
ACROS ICI P.. 11I S'S Engineer o} Work Chocked b T. M. NO.
Record From: COUNTY DENCH LEVEL5 4 Approval Dot* 2840.
129113 Datum: USC. i' G.S.
William )2icl e, E Na Date
E levati o n: wiNia^ a R.C,E.941s
ick
FILE NO.
R
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CUL-DE-SAC CB. DATA
PROFILE- VILLAGE RUN EAST 46 NORTH d- Z 33 *4f'4O" HORZ:
5CALE: - 1 " =40' R =38'
VERT t "'4' NOTE: L• 156.32'
EX13TING LATERAL5 f> SERVICES IN LOT5 221 THRU DATA TABLE
232 WERE CON5TRUGTED IN UNIT NO 9 PER COUNTY
DWG. N0. 2840-3 3NEET5 9&15 OFZO SHEETS. ��� �� NO. DELTA• BRG RADIUS LENGTH REMARKS
gE 1�� 1 10° 44' 36" 575' 107.81' 4-
NOTE: `'' 219 �� n5 5gE
FOR EXI5TIN6 DRAINAGE FACILITIE5 r �, 221 220 J \ 0 Cp R 2 0 35, 19� 575' 46.05' t
SEE T.M. 2840-3 SHEET N0. 14 06, 224 d 223 Q B �� N q 05° Zl' 54" 57 5' 54.84' 4
e�z z �� 0 222 R
(INCLUDING ALL INLETS) z z ,,, 225 pry) CURB RET. OATH
�� o� 6 �l 5 x s� _ ° �® 5 05° 12' S1" 500' 45.5Z'
Q � Q o - N ZZ 5� o< - ti / , h R I6 /G o / 6 3 'A 29� 500' 201.04'
v W o � TT L =58.26 Q p� 06 500 55.6
cc% 5 ` b 22° 33' 40" 500 196.88' 4
14° 31' 18" 475' 120.39 4
C "c� �o_ •b °r - -- - -- h
�� g- Q \J N EXIST 8 1 VC. �S p ��ni� s' i 06° 34' 34" 415' 54.52'
'Z n m.\ 6 ' ti 1 06 34 35' 415' 54.5 '
j •�
�v�f o r
27 7 475 2 29.43
��� o r y �� iE b 8 .c. _ 9 2595 ti'/ 13 04 04' 08' 595' 42.25' N'LY CURB
.� N
a T CURB RET DATA 23° 43' Z9" 520' 215.32' N'LY GUR�3
14 31 18 495 125A6 N'LY GUR.5
W � � d � ct :n_ x-. o:> \ � 5 17 u —+- -. O � z)� • 111, I6 15 I �� � ,
5 p 1
= 09 S2 01 555 95.58 SLY GURb
22° 33' 40" 480'
\`� ^�•58.Z6' 1� 189.01' SLY CURB
21 40' Zl'' 455 219.11' 51Y CURB
z s� y'Iy \ \ �� ti S 02 ZZ 5Z 48 5' 5 2 0.IG 12 A.G. WATER
228 �` 1 lS) I N63° 06' 30 "W — 114.02' 12 "A.G. WATER
=' 229 2j0 q p �v 21 46' 16' 490 231.50' 12 "A.G. WATER
° / e 10 10 490 10. " PRIVATE CONTRACT
MC CU_ATA ,� � w S/ 01 G1O 12 A.G. WATER
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�?Q` ;. NO• 7.129.03' T•1 17,b0' EXIST. 8" V.C. SEWER } rte y 19' 53' 53" 150 52.09 12" A.C. WATER
E NGINEERING DEPARTMENT SHEETS
(�° �. z o �f SEE T.M. 2840-3 IMPROVE. v S ° r
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< � Record From:
-�� William B. R,) )2 /10. /.safe �`"� � Elevation: 12 1 �'J Datum: U.S.G.156.5. Is Ap /ro4
D� 2840 4
"ki` k EERINO COMPANY FILE NO.
County U se O nl y
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ENGINEERING DEPARTMENT SHEETS
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ADD. EXIST. ST. L1G1}T p 1d« . �9� Locotion.n5MILE EL�1 N`L�,' CSI PANCI IogN.f�F� subdivision Enginea ,County
Engineer �� 9177 I Engineer of Work EA/p ed by,J� T. M. NO.
6 S11*�J Record From: �NCI-I LL -VCL6 v I D 28an- 4
Wi / /iom is G R E. /VO. ID0 fe EbvatIon: I Do,.: U. S. C. & G. S. nie.n s. . ,E. 41e
Rick FILE NO.
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Location: MI. RUN N'LY. ON RANCHO SANTA M s uWlvleionEn In.er SS County Engineer
FE RD. ACROSS FROM PP 1119552 P EngMea or work Cneckee b T. M. NO.
Record From: COUNTY BENCH LEVELS
IN/ / /iam Eck- 2. E. /Uo. Dote Elevation: 129.773 A� roval Dote 2840 -
Dasum: U. S. C, 8 G. S. �' Ne
FILE N0.
ENGINEERING COMPANY
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Description
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GAI�DEI�IDALE ROAD De 2 IF_�iN PMJ IN CC)NC. o�'TC - EL (�6r
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Record From:CCCXJNI F!59NCN LC-vCLS c - �� � A 28407_4
W / / / /OM ick Q. E. Alb. Dal Elevation: 129.��'.5 Datum: G. S Wi n ialn �. v a R.C.E. 9416 Pwoy�l
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CURB DATA
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COUNTY APPROVED CHANGES BENCH MARK IN VIII ACGE PARK UNIT NO 4
Na DNtrI Ion A ow/ Date Description: 1 r2 " IRON PIN IN CONCRETE STEEL POST
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Location: 0.5 MI. RUN N'LY ON RANGHO SANTA FE G ubdivision Engineer, County Engimer
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ROAD AGRO55 FROM PP. ffI955ZP Engine r ai Yyork Checked by T. M. NO.
Record From: COUNTY BENCH LEVELS Approval Date 2840-4
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B. /�crte Elevation: 129.773 r
Datum: USG
Wi / /iam R'ck R. E. No. 4 �7$. William 8. lak .C.E. % -� 9416 /�} Q
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gEE SX R•90' MIN TWIN YISTR M11/9 VILLAGE l'RfI�Y �'RY PRIVATE CONTRACT
�I iR gE— L °4948 yEE gXEET COUNTY OF
NO. 3 SHOET
R 30'�
L�49.48' 41' SAN DIEGO f0
Q� ENGINEERING DEPARTMENT SHEETS
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PLANS FW TAE IAIPAMSAlENT OF
Al01INT4IN YISTA44 O)FIVY
COUNTY APPROVED CHANGES BENCH MARK IN VILLAGE PARK UNIT N0. 4
No. Description Approved Date ~
AS BU /LT Description: �Z /F!O/V P/N /N CONCRETE STEEL POST
ADD G4TE VALVES 7 (+�-- /h /� Or 0072 R. App v.d r I
IN fit, 4S&/ /,(r57WEfTL /6'Hl,�' �""�' �i� /" L 0.5M /RUNNLY 9LON6 R,9MCH0 SANTi9 /�`r�uwivia ..r Aclf/
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Record From: COUNTY BENCH LEl/ELS
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/ //1 B. 2 k R.E. NO. /.safe Elevation: /29773 Datt UJ 6(7� WlMiem (t. C.E. 1416 Approval
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�ick FILE NO.
ENGINEERING COMPANY
County Use Only
3557 Kenyon St 222 -0348 San Dlego,Collt.
.1013 NO.: 500'4-4