242 VILLAGE PARK UNIT N0. 5 WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS,
THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND
SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD
REFERENCE DRAWINGS.
THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION) - - - - - - - - - -
SUBDIVISION BOUNDARY THE PREPARATION OF SUBGRADE AND PAVING OF STREETS
STREET LIGHT (SEE TYPICAL SECTION AND NOTES) _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ D
LOCATION i ELEYATION SHOWN ON PLAN
THE CONSTRUCTION OF TYPE "E" CURB -
R 60' R
10' 20' 20' C . 10' THE CONSTRUCTION OF STANDARD STREET NAME SIGN
' - - - - - - - - - -
5' 5 19' 5' 5' THE INSTALLATION OF STREET LIGHTS - - - - - - - - - -
- - - - - - - -
T EH. LOCATION THE CONSTRUCTION OF V. . C SEWER MAIN -
9LOR�S SfL7WN 3 �� I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -
ONGRAD /NG�IANS c, THE CONSTRUCTION OF P.C.C. STANDARD SEWER MANHOLE - - - - - - -
- - - —a M' H =
4PlCS/OEW/7!/r REMOVE BERM MATCH EXIST PVM'T. THE CONSTRUCTION OF SEWER PLUG - - - - - - - -
- - - - - - - - - - - -
7YFE "E "CURB EXI5TING PER UNIT #3 GO. DIM5 NO 2B40 THE CONSTRUCTION OF 6" A. C. DIKE - - - - - -
- - - - - - - - - - - - - -
4" GL-..I - AOOFzIeEek- I !t`3F THE CONSTRUCTION OF V.C. SEWER LATERAL - - - - - - - -
(e - ZYr2L)OTUR.Er NOTE C !al
TMICAL THE CONSTRUCTION OF A.C. WATER MAIN, CLASS 150 - - - - - - - - - - -
-
PORTIONS Of 69ZARIV 00191YF' \ THE INSTALLATION OF GATE VALVE ASSEMBLY - - - - - - - - -
- - - - - - G.Y Ir AN01Z1 MET// I r � \ THE INSTALLATION OF FIRE HYDRANT ASSEMBLY - - -
- - - - - - - - - - - F. ►H K
�rJ��i� Tkc' INSTALLATION OF BLOW-OFF OR - - - - - - - - - - - - - -
- - - - - 8.0
eel 286 \ 1 ��� /� MANUAL AIR RELEASE ASSEMBLY - - - - - - - - - - -
OR. MAR.
\� 286 \ \ 299 1 1 THE INSTALLATION OF COPPER WATER SERVICE - - - - -�
\ 295 �\ 290 THE INSTALLATION OF STREET SURVEY MONUMENTS - - - - - - - -
- - - - Q
\ b \ 29 1 THE INSTALLATION OF TYPE "CS" GUARD FENCE ASSEMBLY - - - - - - 34
2 992
�� 293 \ \� / \✓ \ Vj� ll c 3 riJ
n 2 \ ` 2 9A \ \ ✓ /Y1f _2
S.r/f,I L /6NT Z �\
DC,9T /ON ELEI� SHOIyN ONPLANS R ? 2 � 9 \ 29 6
L \�
60 STANDARD REFERENCE DRAWINGS
/P ,� 218 �' \ \
20' JO' \ 2 y \ � \ 'j�9$ �� �i� �� �i�' \ STREET IMPROVEMENTS: 200-3, 207 -1, 212 -1,
214, 301 -1, SPECIAL DISTRICT SERVICES
5' 5' f.H. LO(!JT/0/V \ fo \ \ EXHIBIT "B" STREET LIGHTS
2 �� 299 \ ZljYl/ 3
SLOPES SfiOIY �I 7 7 "� 215 \ 900 \ v \ SEWER: SEE THE GENERAL STANDARD SPECIFICATIONS
rOR CONSTRUCTION OF SEWERS AND
ONGRAD/NG R"CS/ �9 a 21 A \ 01 \ r� \ APPURTENANCES FOR LEUCAD I A COUNTY WATER DISTRICT
... r ...
4' 'AL/l \ 3 1
TYPE E "CGfTB
Z " c. IALT.CC�NC. C�Va;2 \� 2?3 \� 302 \ 0 2 �N NOTE: SEE SHEET 2 FOR GENERAL NOTES AND SPECIFICATIONS
w �
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.4-" CLA°.3� � AC l��� z \\ 212 \\ 3� � V�L�P�'E RT
(� �TIZUGTUl3� NOTE ON 11 2 o` 2 11 \\ � 305 30 EASEME NOTE: FOR EXISTING IMPROVEMENTS SEE VI LLAGE PARK
UNIT NO. 3, TM 2840 -3 , AND
,rilA�LASTi9EET',S�CTION ,i0 GCE p0 VILLAGE PARK UNIT N0. 4, TM 2840 -4
NOT 7OSCRlB �� 2� Ill N C, a 150 s
D
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`or 265
s � �
n � T
�\ INDEX MAP `ESA
NOTE OL /YfNN.9 /N
FOR EA15TING OFFSITE I ��
SEWER SEE T.M. 2840 -3
5HT5, 16 THRU 3 '1If 1 191 SEIM1'EREA5 MENT
STREET ZIP#r LE LEND
-' LDC.4T /ON \�
t 6 "A. G. BERM O INDIGATE5 SHEET NUMBER
32' /0' 0-0 INDIGATE5 STREET LIGHTS I'IC�NITY AlAP
LEV SHOWN s ►H INDIGATE5 FIRE HYDRANTS
N PLANS ELEYShONN 7' II +INDIGATE5 DIRECTION OFORAINAGE NOT TO SCALE
aV11 5' 5' O INDIGATE5 SEWER MANHOLE
` OV�,9DNG � NS } INDIGATE5 S TR T 516(Ry FLOW PRIVATE CONTRACT
S /DEIY/rl/f IN
- -- INI7IC4TES IY .4TE!>' MANN 1EX /STIN6 WNEAE III SHEET
COUNTY OF SAN DIEGO F
__-___ IJ/CgTGS EX /STING STORM pRq /N f ENGINEERING DEPARTMENT SHEETS
2 ° A�31�I --0ALT CG�NC. TY/� L "CU/QB
cDvil CL. .t �C3 o2t °GATE
��.
n N PLANS FOR TAE' /MPBOVEAlENT OF
3r-I 2.
TYPICAL ,SEIC170N
AIOIlNTAIN YISTA D�IYE' 9146T PAr�f�IIN1TND 5
WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK
NOl TDSCBLE LEV IGM A COU= 0L /!/EN!✓r1 /N MUN101 -X W/1TEQ /J /S %Q�L^T No. Description Approved Date %2 " //fON
P //V /N COACRdETE STEEL
< Description R• nded fo Appr I App owd
TEA DAWRIGT W�ThQ W01FA- ' �J. ' As 8a1l-•T 9 -Ill �
,7 SEWEr7 /��QY7VE4 ' ,C gIved by:.BOYLE EMS /NEE RAW Location: Y 9N N A TA FE �/ Sub Ivision Enginnr
SN County Engineer
E179i//CC/S 14v 111 loiell 7f F 5- P Engineer of Work Checked by T. M. NO
iUhl c SEC.PE'T.dQY "WNOeSEQ
AS BUILT 3-15-73 Record From: COUNTY N c LE VELs
A 7-4-7 2 —
rovol Date 2840.5
DATE: %? / %� /�/ Q.C.E. B21P� /COTE 1.0 /✓o. Elevation /? Dahxn: U.S.CPG.S. W llwm B.Rick It C. E: 941
(R_ )ck FILE NO.
ENGINEERING COMPANY County Use Only
3557 Kenyon St. 222 -0348 San Dlego,Coll}.
Ky
JOB NO.: 5005-A
GENERAL NOTES SPECIAL NOTE WATER NOTE
R
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. LOT MANHOLE IN V. LAT EL. �OW CB LENGTH LAT. CL ELEV. EV. @, 9TA.
NUMBER STATION e MAAIN IN (>?, R REMARKS
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFORE.
8
PROVIDE BLOW-OFF WHERE SHOWN. EXIST. M.H. 42f65. VILLAGE RUN NO.- EXIST. PER UNIT 44
B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING CONNECTIONS 70 EXISTING MAINS TO BE DRY TYPE 286 235.21 238:55
6,00' 30' 244.53 40f93 "
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT SPECIFICATIONS
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION M.H.# 1 40fSO 235.28 VILLAGE RUN
NORTH
OF EXISTING FACILITIES. 1. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING 70 TIME AND DURATION OF SHUT DOWN
OF EXISTING MAINS
THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE SPECIAL PRO- SHALL BE APPROVED BY THE OLIYENHAIN MUNICIPAL
285 235.61 238.88 6.00' 30' 244.88 40{33
BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND VISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. (SEE NOTE THIS SHEET.) WATER
DISTRICT. 284 236.03 239.18 245.18 39173
C)
C) L I T 1 ES . THE EX 1 STENCE AND LOCATION OF ANY UNDERGROUND UTILITY P I PES PZ?OY 112E F /GTE' IVY/0,40NJ5 d7Z0CiJT /ONS 0,f6kyN4TE/J
283 236.45 239.48 245.48 394 !3
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-
,BY Al E /2/91rdOCr "
AVAILABLE RECORDS. 70 THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER STRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF THE STREETS. 288 235
.30 238.61 Z44.61 40475 N
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 3. THE CONSTRUCTION OF ONE P.C.C. STANDARD DRIVEWAY PER R -1A LOT, LOCATION TO BE
289 235.76 238.99 244.99 40412
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
290 7-36.18 23929 245.29 39152 .'
THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF 70 EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS 207 -3,
291 236.60 239.59 6.00' 30' 245.59 38f9Z
RECORD OR NOT SHOWN ON THESE PLANS. 305 -2, 306 -1.
ED UF2CW4 71-IM TMO rrL 9UJ1.T13,T�1F. QPTIMUCTUFZAI.r em -OTION Q_� M - H. # 2 38480 236.68
VILLAGE RUN NORTH
E) CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 8 ELECTRIC COMPANY PRIOR 4. Pis 282 236.89 239.80 6.00' 30'
24580 38{50
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORD HIS WORK QUiQE= tvISIVT�3 Ae2S : TWn (2 ")1NC�1M3 A6P1 -IGa C.T CC)NCP.ET� caV>✓rz
WITH COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, EXT. 7569. F�UI2(4 ")04CUEeo GL.AerE 3AC9 SSE 281 231.32 240.11 246.11 37
188
we;aQACE C WFW1 LT10fJ rA OT CONFORM TO SeC.19-5.OM. OP THE °TC, Z7P1!G.
F) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO 5. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION.
279 238.17 Z407 1 246.11 361667 7 280 237.14 240.41 246.41 371 +
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES. TELEPHONE: 298 -0595. SEWER 292 237.02 239.89 245.89 3&3Z
G) CONTRACTOR SHALL NOT THE OL I VENHAI N MUNICIPAL WATER DISTRICT WX aWT.P.dIG')W SWLL .%r4ZW C GE ?l�/T 1w cvw5raV170N olelaw T0-My c0*57,4Y/CT /ON
293 231.44 240.19 246.19 37172 +
PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE SEW ER LATER NSLAND CONSTRUC FORGSEWERHECONSTRUCTIONUNTY W
.49 231.86 240A9 246A9 37112 +
HIS WORK WITH DISTRICT REPRESENTATIVES. TELEPHONE: 753 -6466. J
295 238.07 240.64 6.00' 30' 246.64 36182 +
H) CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 NA9 -PRIOR TO COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MINIMUM.
ca M.H. 113 36f30 238.43 VILLAGE RUN NORTH
STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS WORK ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 48" (INCH) MINIMUM COVER
276 238.58 241.01 6.00' 30' 241.01 36408
WITH DISTRICT REPRESENTATIVES. TELEPHONE: 753 -0155. UNLESS OTHERWISE SHOWN. X
277 238.99 241.30 1 241.30 35149 +
2. "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED 276 239.40 241.59 241.59 9419!
ON THESE ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION ". (SEE SPECIFI- ALL 15S&4d7101V s�L OZ u7ivrES.D USING AIR -TEST METHODS IN SPECIFICATIONS
J
CATIONS ON THIS SHEET.) ALL LATERALS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. Q 275 239.80 241.88 Z47.85 94{34
3. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE "COUNTY ENGINEER ROAD DEPART- V.C.P. 296 235.91 241.09 247.09
35191
EACH R -1A LOT SHALL BE SERVED BY A 4
MENT" FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. " V.C.P. LATERAL SET AT A MINIMUM GRADE OF 13 2414'0
241A0 35429 .
239
2% WITH A MINIMUM DROP TO MAIN OF 0.3' (FOOT) AND AN INVERT DEPTH OF 6' (FEET) 297 +
4. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY THE
LEUCADIA Z96 239.57 241.74 241.74 34166 "
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE COUNTY WATER . S IZE.
DISTRICT 5'L" PLANS FOR S 299 239.91 242.00 6.00' 30' 248.00 34109 n
PACIFIC TELEPHONE COMPANY. THE CONTRACTOR SHALL SECJRE A PERMIT FOR CONSTRUCTION PRIOR 70 ANY CONSTRUCTION. M.H. #4 33f99.41 240.04
'VILLAGE RUN NORTH
5. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE J 274 240.20 242.16 6.00' 30'
248.16 33177
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES, GAS THE CONTRACTOR MUST SECURE APPROVAL FROM THE INSPECTOR PRIOR TO BACK FILLING
273 240.60 242.46 248.46 334!9
PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. OVER ANY WYE'S +
THE DRAWING AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. � 272 241.02 242.16 248.16 32459
6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO: CONTACT THE W Z71 241.44 243.05 249.05 3099
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR NO REVISIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE DISTRICT
,S
300 24046 242.35 248.35 33439
THE COST OF RELOCATIONS. ENGINEER.
lv 301 240.91 242.61 248.61 3Z476
7. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS IN APPROVAL OF THIS PLAN BY TIE DISTRICT DOES NOT CONSTITUTE A REPRESENTATION
ON THE
ADVANCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED. ACCURACY OF THE LOCATION OF THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND 30
2 241.44 242.98 248.98 32fl4
UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 303 241.11 243.52 6.00 30' 249.52 3052
Lk M.H. #5 3ff4539 24182 VILLAGE RUN NORTH
WATER p� 270 242.08 Z43.55 6A0' 249.33 3f 140
WATER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS AND i � /NY p 269 244.43 245.51 251.51 30f91
SPECIFICATIONS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. / �N 268 246.50 247.54 25354 30f48 +
ALL WATER MAINS SHALL BE CONSTRUCTED WITH TOP OF PIPE 48" (INCH) BELOW E FINISH _ 267 246.42 249.95 255.95 30108
STREET GRADE EXCEPT WHERE TOP OF PIPE ELEVATIONS ARE SHOWN ON THE PLANS 70 INDICATE h 266 250.25 258.45 6.00'
255.45 2900 VILLAGE RUN WE5T
OTHERWISE. 265 - - - - - ACCE55 EA5EMENT TO S.D.G&E.
A SEPARATE 314 INCH WATER SERVICE IS REQUIRED FOR EACH R -1 A LOT IN THIS SUBDI Th°IICiAL SEIYER LATERAL P1 wlu 264 254.09
256.32 1 262.32 281`90 VILLAGE RUN VYE5T
WATER METERS TO BE LOCATED BACK OF CURB. NOT TO SCALE 304 246.74 241.84 253.81 3Of43 VILLAGE RUN NORTH
305 252.83 255.27 261.27 2 9f 16 VILLAGE RUN WE5T
SITE GRADI ACCORDING TO GRADING PLAN DRAWI L6002. M.H 46 28f.59 255.54 n
263 257.25 258.89 264.89 n
ALL LOTS SHALL BE GRADED TO PREVENT PONDING OF WATER. 306 256.87 258.58 6.00' 264.58
PLUG 281120 257.41
PRIVATE CONTRACT
SHEET COUNTY OF SAN DIEGO
ENGINEERING DEPARTMENT SHEETS
RAN FDA IrJISAbMPLIIMENT 9
COUNTY APPROVED CHANGES BENCH MARK XVZ46E 1 /T 5
No. Descript A W ov4W 01 Data Description: '12" IRON PIN IN CONCRETE STEEL POST �q
As SwL-T 4 'I�'lS Re me d for
r' ION Location: RUd/ NZY LONG RAA010 SANTAfE /� de � a r
ubdivision Engineer ST. County Engineer
RWO A Fig M PP /// 55 Engineer of Work Checked bv� T. M. NO.
.,, (gyp
Record From: CO/%(/TY BENCH ZfeFZS / &M. 5 MIS AS 13U I LT
3 -15- 73 Elevation: / 29773 Datum: d.S.0 US �ok . rya �aval Date
Rick FILE NO.
ENGINEERING COMPANY County Use Only
3557 Kenyon St. 222 -0348 San Dlego,Cailf.
JOB NO.: 500.5-A
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9NODEPTh' TYPE C.5. GUARD J 1 �; \" - C 2' -.j 269 270 27f 272 273 274 275 276
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N_0�T FOR DRAINAGE IN THI5 AREA ' CO. DWG. NO. 2840 -3 5HT 17
SEE COUNTY DWG. NO 6114 IS' SHEET COUNTY OF SAN DIEGO
7-9 /JR4/N4C6 12-;rl PER F/p ,3 ENGINEERING DEPARTMENT
SHEETS
PLANS FOR TW X&OYFM AT OF
A011NMAIN RM44 ORIYE
COUNTY APPROVED BENCH MARK IN F1ZL96F• MRK 1/NIT N0.5
" '" Date DesatpNon: /9N /N CONCRETE STEEL IVST "
As $N /Lr T0 7 - 5 R « Aw °I A
wKAt,1Mpp Location: 0.5 M/. N'LY ALOAG 4vcl' S9NT,9 / sIon E oor County Engineer
,( Enekieer of Work CM•kN T. M. MO.
Record Fr om: COON Y AFAC11 LEVELS
Apyro4 0^ 2 2B�(O�f
AS BUILT 3 -15 -73 Elevation: 19.7 3 DeM U.S.C- CIS.S. e
��C.l:;ttiry
Risk FILE NO.
t +, i y ,1. y ENGIN[ERINa COMPANY
County Use Only 3557 Kenyon St 222 -0344 San DIep,CoNr.
JOB NO.: 5•4
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FOR EXISTING IWM�YEMENL3 IN THIS
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PRIVATE CONTRACT
SHEE COUNTY Of SAN DIEGO
EIV°IIVGERNV° DGPARTMGIrT S 11 1
11AW FOIE Tf�E 1AffffOYEMENTOF
3
M011NT�IN ylST�g Of�IYE'
COUNTY APPROVED CHANGES BENCH MARK IN YILLRGE P.4fIK I/NITND. 5
N° oat Description: �" 11VN AN/NCONMY72C STfR FIST A A��
AS BvieT 9 *•TS 2 it d 7ylit.rt�rn�.e
Location: 05,N /. N7Y ALMA TAFE/ d �/'s�Nlvl.lon ••� r, County Engineer
nfF En*MNr N Work Chocked by T. M. NO.
Record From: CGY/NTl�BENCHLEf�EL9 � >� �
' AS 15UILT 3- 15- 73 Elevation: /29773 Datum: IM r6l vision , �t E ; I. ��° 28eos
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JOB NO.: 5005.9
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PRIVATE CONTRACT
309 FILLA46E I iy MOWN � SHEET
COUNTY OF SAN DIEGO
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A. G. WATER R p PLf�NS F08 TKE IcYlPcf0YEd1ENT OF
DELTA OR BRIG. RADIUS LENGTH REMARKS N0. DELTA OR BRIG. RADIUS LENGTH REMARKS
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02 565' 20.61' 6"'A. G. WATER 02 ° 05'47" 575' 21.04 su 13DDRY. fo B IG. . VILLAGE fIf/N NOF�TfI
N 70 3 — 508.:90' 6" A. G. WATER N 70 34 2" E — 10.69' B. G. fo M.H. # I COUNTY APPROVED CHANGES BENCH MARK
IN VILLAGE PRRK MIT N0.5
0 44' 12" 1190' 181.46' 6" A G. WATER N 70 °31 "22 " E — 20 .00' M. H. #1 to M. H. #2
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N 61 °47' 10 "E — 254.OZ 6" A. G. WATER D
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N 61 ° 47' 10" E 54 02' 2. M.H. #4 to M. H. #5 0 P Engineer of Work Cnscksa a T. M.
NO.
' +VFU.lM�j AS BUILT 3- Record From: COUNTf' BENCH LEVELS i Approve
129.773 U.S. E' G. S. vc Willian' �. all
D_ 284Q `5
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Elevation: Datum:
�itk FILE NO.
ENGINEERING COMPANY County Use Only
3557 Kenyon St. 222 -0348 San Dlego,Cali}.
JOB NO.: 5005-4
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O �` SHEET COUNTY OF SAN DIEGO 6
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X6 3 I' ts) COUNTY APPROVED CHANGES
BENCH MARK vII_ -L- �c� r- ��.>=I� uru i rlo. s
262 No. Dear ion Approved Date I "
264 I /� �y D6 6Cf iption R : /2 I�c�rl r=Ir l Irl cork. s T ��.� 263 I S As
lJV /LT 9 °IL ?i �CJST C)C OC) Location: C MILS f?LJrI rl'LL� orl P/�rlCl - 1 0 bdiv"ion Engineer T County Engines
Snrrn �c eO/�>7 OPPC>51T� f�f� I11 EnjIrI of Work Checked b T. M. NO.
Reco From
Eleva 73TJ fJ�rlCl -I L.�y�LS / 2�'�7 e Approval Dote
A S b u I � T 3 Dot m: L1.5 � CZ ,5 William B. Ripk .C.E. 9416 f _
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�Ritk FILE NO.
ENGINEERING COMPANY County Use Only
_ 3557 K.nyon St. 222 -0346 San Dlayo,C"IIf.
J013 NO.: 300-1 -A