261 VILLAGE PARK WOPK 70 BE DONE
THE IMPROVEMENTS CONSIST OF THE rOLLOWING WORK TO BE CONE ACCORDING TO THESE PLANS,
THE CURRENT COUNTY OF SAN DIEGO Fh6INEERING DEPARTMENT STANDARD SPECIFICATIONS AND
SPECIAL PROV!iiDN> FOR THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD
'
U) N It
REFERENCE DRAW 1 N3l' .
THE CONST,PGt''T /AV OF A.0 PAV /N6' "
\ THE CONSTRUCTION (it: TYPE "G" CURB - - - - - - _ _ - _ _
THE CONSTRUCTION OF SPECIAL MOUNTABLE CURB - -- - _ _ _ - tZG
THE CONSTRUCTION OF STANDARD STREET NAME SIGN - - - - / -2 • -
EX.4/ /B /T B
THE INSTALLATION Of STREET LIGHTS
'I ? THE GONSTRUCT'ON OF VC SEWER MAIN - - - - - - - - - - - - - -
-
I I ����� I J THE CONSTRUCTION OF P C C STANDARD SEWER MANIivLE
\I�� THE CONSTRUCTION OF SEWER PLUG - - - - - - - - -
�/, j ) fC J�)� t THE CONSTRUCTION OF CUT OFF WALL
J THE CONSTRUCTION OF V C SEWER LATFR4L - - - - - - - - - - - - -
- - - - - --.�
a0 ) j � sif, THE C0N5TRUCT 10N OF SEWEkP CLEANOLIT
4
STREET LhiHT f 51 ELfY SNd//iV �� A THE CONSTRUCT /ON OF G " D11rC — _ _ _ _ _ ZO/ —
FAW A S' OA/ PLANS - THE COrUSTRUCT /ON OF STORM /DR.4 /N CLEANOUT _ _ _ _ _ A -4 _ _ _ _
_ _ Cl �l N
LACATAaV SLA�J AS \� �) 50 �OQ ��� , wY o THE CONSTRUCT /ON OF ST(.J�fW1 / -)AWA/ CaW INLET
TYPE C
HOTEL) ON FYANB 40)(P �0,
' T1vT CONSTRUCT /ON OF STORM 19R/J /A/ INLET _ _ _ T YPE D
Q "GtC.C.� PA1 PER TY TYPE'G "W�G" D' a .� - - - -
,y /QE EAWWFtk ' hYaV1A' WfN7F CURB FACE � -
7YP1 WIG" SEE NOTE ON SHEET Aft 2 2 "A.G.14 Cc. 3 IS
A
`' B "A .CP.
CURS FACE O (;' 3 THE CONSTRUCT /ON OF AC WATER MA /N, CLASS 150
GLEN .4R/30R�OR /VE 0 W /LLOWSP�PING DRIVE I•� THE INSTALLATION OF GATE VALVE ASSEMBLY - - - -
-�-�
I V pA � g K 4 O 4 4 �� A0 THE INSTAi LATION OF ACxACxF TEE WiACxFLANGE GATE VALVE - -�
--
TYPICAL STREET $E6710IV THE INSTALLATION OF BL01Y -OFF OR - - - - - - - - - -
- - - - - - - Al. 0.
MANUAL AIR RFLEASF ASSEMBLY • - - - - - . . - aw.
- ____ 3 45
7 4 �T THE INSTALLATION OF COPPER WATER SERVICE - -�
THE INSTALLATION OF STREET SURVEY MONUMFNTS 2 /B, 219
-- T q
HE INSTAI.�_ATION OF TYPE "CS" GUARD FENCE ASSEMBLY -
' THE INSTALLATION OF FIRE HYDRANT ASSEMBLY -•- - - - - - - - - - - -
- ,-
-
INDEX MAP
san�E7 unwr
LaN✓JT /ON— 60 _ ' � SCALEsOz ?DO' STANDARD REFERENCE DRAWINGS 111-5 117-1 !3/, 107 -2, /00-2, ?20-1,
711, /A9
Ip' t0l/fG' �roE /G' — b 273 274 -1, -A05, D -G, /D -4, /.J-9, n-7
�, , • STREET IMPROVEMENTS 6-44 , G-22. , 212 -2 7"9, 301 -2, 201 -P, 216f, 6
SEWER SEE THE GENERAL STANDARD SPECIFI FOR CONSTRUE)' I CN OF SEVERS AND
'• SLOXWJ AV,,Z L C6E/VO APPUP,TENANCES FOR LEUCADIA COUNTY WATER DI STRICT.
_ /NO/CQTES .SbEET
I ACC J91A0EW44/Y w.tK AMCO"VrY � t"RC.C- .6A0eWSZ,'W. ♦ /MOVC /TE.f SiVIE'ET N,SAAE &#*V N(;TE: SEE SHEET
2 FOh GENERAL NOTES AND SPECI FICATI ^.N5
EMSYY►It'EQ!/ ~cAAGl`diEfN7S� /Alp /C/iES CGWST(iY/ICTADN GIrSiAEET NOTE FOR EXISTING iMPROVEM£NT5 iEF_ VILLAGE
PARK UNIT N0. 9, TM .017 9
TYPE "G "W /G" 3EE lwm Cw dkL�ET l P TYPE Yi "iY�G "
CURB FACE 2",4. e • Is A.e. C[. S CURB FACE t>»H /MOVC.QiIS Cl•1 y,}' TT?�rCTiq' OIL F /QE .SNT.�
�( /�tcerES EX /dT /�i sT�`Aj C�?�r AND V /LLAGE PARK UN /T NQ >O, TM. 3022. O
goo vW1CJ7Z5 EXara+ey � ��er%�� 0 CAUT /ON �o�er,�w of .s� -,S c.G,rr s� -R✓1ar /e+4ws µwt�o,.w.
W/LLOWSPR/NG PLACE � pARff/�1LE LANE ,,,0,C,7E5 , � �1�.�
TYP ICAL STREET St CT /ON - INOICdrES EX� "N 0 'Ccpow ar SEWE4 FLOW ' S "'% � � � r �¢��XT�a✓•
---� /NQ/C /TES M1/ f ZIMA ECri15W Ar SEWE? F[OW
®ENCfI MARK
O /NOCOTES STREET S.,eve -Y A+j0jvC4NENT Description: f1N /NC S7EEl
A �
Location: / N' Y IAr ff
7 /2' 7 Record From. C6IW'ry MAr# (E!'ElS'
Elavatim /d/w Datum 111Cf &S
A . PRIVATE CONTRACT
Sr L-GC:57
rrc. OV Q
�»•» 8 •f /� SHEET
COYNTY Of tAN o1E00
App ENGINEERING DEh11TME14T eLd6ccir
A s Bu%
9 PZ J/YS FQQ 74C 1A4WWdfAdrN7 41oc
Y � 1atP
Ea _ VILLAGE PARiY z1A r Av, ff
SDN D IEGO COUNTY FLOOD CONTROL D/SrRiCT "a'"^'R 4„ vCN SEWER AGENCY WATER AGENCY
C J. NOUSON - D /RECTOP OF DEA4RTAlENT OF
SAN /TdT /0, +l Fc000 cavTROC yl6• /Nl;r y �Ap LEUCADIA COUNTY VATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT
RE�ialUN /It T SC.aLE WATER WORKS APPROVAL
SEWER APPROVED: by: BOtYLE ENGINEERING
by / Engineers for the District EMMwy�l re . b T. M. �•
1 U / �Z7l�hc ; - / l °,9, ypo.�lOeM tea'
— f-Z- G -Gtyl- �2fi
MICKUFiLMtU
DATE � � SECRETARY MANAG DA E I DA TE 1.0. vo ND. REVISION AM110WL DATE �attnw G .
spa 20 0 73
Ri FILI • NO.
ENGINEERING COMPANY . .
PFtE:�,:3iON County U se O nly
Sb ?: �Q /.4PJ OQfO 2'J / -OT07 5m bl�p,CRllf.
sue NO.: 5019
.
i
i
I
j
} .S.&MER LAMM M
LOT "Wat ELEV. znzsy & .41 lm SW
f
M2 Aft STAT /ON 4'v A afC ELEY Q S
LN/IIGIIV.AgR'A/G Gi41 d '
44Q 300.80 3C�&7 G' 3/4.8 /9 40 ,o.Ee c.'T ,t.a,g,¢,c
445 34'1736 7 S.5 30 313.4 0,0/0
"
i 2 I aweyl .A'X
I 446 .RAJ .3106. 30' 311.9 W46
GENERAL NOTES SPECIAL NOTE WATER NOTE 3 2 ?1;V415 Y9921
1 A) LOCATION MID ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
MEASURES OR PROVIDE MANUAL AIR RELEASE AT ALL HIGH P0114TS 463 ?99.44 301.9 G' 30' 307.9 Z3f4Q
SHALL BE CONF(RMEO BY FIELD MEASURFME.NTS PRIOR TO CONSTRUCTION OF NEW WORK REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFORE
4.54 299.60 301.4 6' 40' .307.4' Igg W/ OK/S /A/6 rP/ f
PROVIDE BLOW-OFF WHERE SHOWN. I OAX WILLOWS A6 PLACE
B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING ,3 317. 0170
` UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT SPECIFICATIONS C:�NNF.CTlONS TO EXISTING MAIM TO 6E DRY TYPE 40
3 10.51 3J2.! 6' 44 318.1 17
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACT'V4L LOCATION 43 310.70 312. G' GO' 318.3
// ?0
OF EXISTING FACILITIES. 1 STREET IMPROVEMENTS AND DR STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO TIME AND DURATION OF SHUT DOWN OF
EXISTING MAINS
THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN D;=GO, AND THE SPECIAL PRO- SHALL BE APPROVFO BY THE OLIVFNIIAIN MUNICIPAL
442 '.1 2.4 G' 3/8A /f26
C) BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND VISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS (SEE NOTE THIS SHEET
) N'ATEQ ,OVBTP /CT / 310-90 312.4 6' 5 ?' 3/8.4 //30
j
UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR PQOV /qE AA7C , di [OC4710NS 1_ 9Y 4 J /,zvi 317
WIZZO9 f•mr
STRUCTURES SHOWN ON THESE PLANS WERF OBTAINED BY A SEARCH OF THE AVAILABLE 2 ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED
BEFORE_ CON- FIDE OVS793V7
I
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING STRUCT ION OF CURBS, CROSS GUTTERS OR SURFACING OF THE STREETS. AC. AW
AC. aV"W WW S Wsct 4V Alk-OVIAVo 47 07W /are,,rrW rAA0W
.Af 2
5/B
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. JKAU ,Aie' LOIEf/ W ow MffA10X4 MSd7A ' OF 7A4E S74WJ"r .PAIWT- ar - W4Y f39.
5 L�4LE LAA/
3 THE CONSTRUCTION OF ONE P C.0 STANDARD DRIVEWAY PER EACH UNIT, LOCATION 7 0 '�E XAW wA�i►aCVek? /aoeeClYel[E.
? 79.4 6' 21?64 8W
0) CONTRACTO(t IS REQUIRED TO TAKE PRECAUTIONARY MEASURES 70 PROTECT DETERMINED IN THE FIELD BY THE ENGINEER OF WORK P C C SURFACING OF
DRIVEWAY 5/9 2TJ 4'5 8 6' 9x'06
TO THE UTILI LIKES SHOWN - HFRFON AND ANY OTHER EXI STING LINES NOT OF RECORD 306E TEND FROM CURB 70 PROPERTY LINE. USE STANDARD
DRAWI NGS 207 -3, 305 - 2, j LbN77PAC71�1P Sf/4LL 4COU /RE A TRENCH /N4' PE/Qi19 /T FROM THE ZD ? .4'3 ? 6' 3 7 9/6b
OR NOT SHOWN ON THESE PLANS. 5 9+4�.lX 1.16
CALIAZWA /A 6WIS /ON Ole 11V4V/STRG4L SAFETY FOR ALl TRENCH 2 / ? Co' 30' 2M.8 VI O
L- NOTIFY THE SAN DIEGO GAS 8 ELECTRIC COMPANY PRIOR 4 THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS WOAW
WHERE F%r1Z1r /ES ARE TO QE CONSTiPUCTEp FOR 6w 0
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK AND AS DETERMINED BY THE MATERIALS LABORATORY BE rURA/EO OAF? TO
THE OUYE,vyA/N MUNiCiP,4L WATER lJisTRiCr. 522 283.9 G' 9 I O
E) CONTRACTOR SHALL
WITH COMPANY REPRESENTATIVES. TELEPHONE: 232 -4252, EXT. 7569. 323 .03 285.2 G' 291.2 //f40
5 NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION COPY GF PERMIT SHALL 6C fZOWITTED TO THE D /STR /CT
524 N5 m2 G' 292.2 1 /? //O
F) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO i°1QA9W TO START 4'1 N�Pif 25 287.7 G'
?9317 lP176
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 456 .6 23 U _ 7 4' M 7 /3/30
G "LATERA[
- COMPANY REPRESENTATIVES. TELEPHONE: 298 -0595, SEWER
524' 777 298.7 G 30' M7
G) CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE LEUCA014 COUNTY
6 1 f�9 7.98
PRIOR TO STARTJNG WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE WATER DISTRICT SPECIFICATIONS AND STANDARD DETAILS FOR SEWER CONSTRUCTION
52 7 ?9b0 6' 30 `
HIS WORK WITH DISTRICT REPRESENTATIVES. COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MINIMUM, RELATIVE COMPACTION
52 8 ?a0 7� 297 2 (o` 4 7 970 I4!(5
14f00
?92.27 Z9 . 9 G BID' - ?3ff 751,30 P4W 0,&4f_ LAA/E
H) CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS 7 .4'/O /d ? •
PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE ALL MAINS AND LATERALS SHALL ME CONSTRUCTED WITH 48" (IMCN) MINIMUM DOVER UNLESS
HIS WORK WITH DISTRICT REPRESENTATIVES. TELEPHONE: 753 -0155 OTHERWISE SHOWN. 3 lOr77/ Z". /
4A7 30/.4 .703.6 6 24'' 309.6 /8/65
2 "AS CONSTRUCTED" WATER LATERAL LOCATION SHALL BE SHOWN AND COMPLETED ALL MAINS AND LATERALS SHALL BE TESTED INACCOIQCL]NCE W17 AI T!/E SPECIFICAT!„`1S
449 303• 506% 3 Co' 73' 3I?.3 19110
ON THESE ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION ". (SEE SPEC(FI- AFTER INSTALLATION OF ALL OTHER UTILITIES 46?
6' 4?' 312.2 19/1
CATIONS ON THIS SHEET.) ALL LATERALS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS 1461 807.1 6' 1 GO' /3.1
19/10
3, CONTRACTOR SHALL OBTAIN A PERMIT FROM THE • "COUNTY ENGINEER ROAD DEPART EACH )? LOT SHALL BE 5fRVED BY A 4" VCR AND
449 307. Z 6' A;' 3/3, 9
KENT" FOR EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. EACH BUILDING UNIT SHALL HE SERVED BY A 6" V C P LATE °AL :ET AT A MINIMUM
GRADE OF 4 6 7.
303 Co' 4'4 .f/3. 3 /%bv
2% WITH A MI NIMUM DROP TO MAIN OF 0 3' ( FOOT) AND AT AN INVERT DEPTH OF 6 ( FEET) 1%14471 .AWZ -4
0 4,?A' ALE LAA/E
4. NOTICE: ALL TELEPHONE SERVICES WITHIN TIIS SUBDIVISION ARE "UNDERGROUND BELOW 7nO 4w_ C4JR- UNLESS OTHERWISE APPROVED By THE LEUCAD ;A COUNTY
WATER
INSTALLATIONS FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE DISTRICT, SEE. PLANS FOR SIZE.
PACIFIC TELEPHONE COMPANY. THE CONTRACTOR SHALL SECURE A PEriMIT FOR CONSTRUCTION PRIOR TO ANY CONNSTRUCTION
5. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE
" UNDERGROUND INSTALLATIONS". FOR TH
L.
DIE ELECTRICAL CABLES, G A S THERCONTRw TOR MUST SECURE APPROVAL FROM THE INSPECTOR PRIOR TO BACK FILLING PI
R N ARE HEREBY FADE A PART OF THE SPECIFICATIU' ;i
6 UTIL�TY Y OF F THE E PROPOSED fRMPROVEMENTSCTANDE HEREON THE DRAWIM., AND THE DATA EEO
NO REIIISiONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE DISTRICT
THE 0057 OF AEL, ADV
ENGINE- ^.R.
7, CONTRACTOR SHALL NOTIFY THE LEOCADIA COUNTY WATER DISTRICT 48 KOURS IN
ADVANCE OF SEWER CONSTRUCTION SO THAT INSPECTION CAN BE PROVIDED APPROVAL OF THIS PLAN BY THE DISTRICT DOES NOT CONSTITUTE A FrPRESENTAT10N ON
THE
ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON - EXISTENCE OF ANY UND£F ^.ROUND
UTILIT`' PIPE,OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT
STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE
DISTRICT OFFICE.
ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE
CONTRACTOR.
JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT.
ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED ROCK BEDDING, SHOWN ON L.C.W.D. STD.
DRAWING S -12.
INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS.
WATER
WATER MAINS AND LATERALS SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS AND
SPECIFICATIONS OF THE OLIVEHAIN MUNICIPAL WATER DISTRICT.
% LL l� w W ¢ TER MA1 S LgE Cp�yST CTEp WITH Tpp OF PIPE �g (INCH) BELp� Q FINISH
EEf GRADE NC6f TOP PIPE ELEVATIONS ARE SHOWN ON THE PLANS TO INDICATE
OTHERWISE.
A 314" WATER SERVICE IS REQUIRED FOR EACH R -1A LOT IN THIS SUBDIVISION.
A ONE INCH (1 WATER SERVICE IS REQUIRED FOR LOT 456
SUBDIVISION. CON T RAC
WATER METERS TO BE LOCATED BACK OF CURB.
SHEE COUNTY OF SAN DIEGO
SITE GRADING ACCORDING TO GRADING PLAN DRAWINGS L -6657 ENGINEERING DEPARTMENT SHEETS
ALL LOTS SHALL BE GRADED TO PREVENT PONDI NG OF WATER. �0.iJ/Y5 FOQ 7 1A4CVVj - ME/Y% OF
V /LLAGE PARw UN /T NO. �1
COUNTY APPROVED CHANGES BENCH MARK
Wa Dooerir}ion A over 61 Date
Description: / /P " /GY.N' QWY /r /CD/YCiJEiZ� S %EEL WS
7
IC)A 4 go; �+.... Yee/ /1� pC 007t h Awr I A.rr0
5,
Location: QB A/( QI.IV /YZY gL0/N4 Q0/YC </O ,SiJ/VT.S Div uon E.�. p m En�ineor
O 1'a FE 7 L?O4t? ,OC44 S'CAPtW 10, ///9S6ZR Eefuiyr c rlorY e T. III. NO.
Record Fro: G' ;/!* /TY REAL^/✓ LEYE
g L5
1 Elevation: 4y. 77 -4 D�Aw a 6S. Approval 73 3�Z2
ln.rew
Rick FILE NO.
ENGMEEAING COMPANY
County Use Only
.SliXJ A? /A.?S QIaJ•-2 201-0707 Son DIge,CW1 },
JOB NO.
l
•PERFECT•POMLI
PLATE A
RODNEY STOKES CO.
4712 47./2'
CB. RET. CB. RET.
d1 4/s
b
O 4712' 47 12'
J e v/ a1 e/ /
315E'LY I � ;
Q O op h r` \9
j
w Sa o p 33 coo i M �tl
` — / ` `h n O \ OR161A11 -IL GROUA0 L/A/E
315 ' 30SEZY
It i 0 1 305 1 W W k
In 4 m
A h b 310 ' �Q ���� �I ^�� -�� i -- ; ti - -v o - -- o
9/0 IF
� N� 1�11 -� N ( :k
315 WZY I I I
n aQ
. cP �- ='q c am , _ _ J
p I PROF /LE SCALE
2,0 A'L�Mow PLUG 4
CONI/ECT 70 t ti h
hvRIZ. @
1 O °0 N J �pI I S
EX9333' -B 'vc. 0. 40 / - �VERT. 1 Q 2
- ' --- "VC. --0.4 EX 209.44'- B "KC.�Q4
J S)
D - -i ^ }-- -- - -_ . 98 =8 „ vC Q 0.40
ti g ti goo,. M
W �
17 18 >9 ?O ?/ Z2 ?,3 24 305 W'L Y
0 Q QI SEE SHEET AUO• r Np CUr oFF �gcc5
, /LLUf�VSP,gj,� ,o�ACE FOR STORM 0,9,41,41 �� SN LA�� Qo� I NStA�L 2 \ GSA FE NGE
Q W �I� I s'� -�.�E� SEE SHEET /10.8 S pA� ,g,Mv a h� o \ I ,r�•5 R �
Q 4 �Ih ���- CH4 1 K 9- 1 o a
tN1 1 z
4 I AR �uEE� coal Xti�/ o \° INSr
110
�x� \ •
439' p f
PEA - '-- I �I 444 0
i —y 44
�o s 445 s 65 4a
Exrsr / — m e �I o 130 ¢ 6,4
4
e
9
I E /ST. B"I/C.
MINOR NO. DELTA OR BRG. RADIUS LENGTH REMARKS ti I `� ti ��' ZO q
J A1. ?4'0000 "E. 87.33' CURB t I � 1 4 10' / �?SAC9
r
? N. Z4 °00'00 "E. M3.33' WATER I � / / N
s A/ 4 1 .33' SEWER E X15 7 I V 4 5 5 '° i o� G�/ wA �E LA Q
o N. ?4 °00'00 "E. 283.33' CURB `� DA NO•
3 d= 90'000YJ 30' 4 7.12' CUR I p ti ti I y�. QN / l pAQ ��E S
CURB IQ - O I �J // s �(�,
7 K.?4° 000 "E.
J4 WATER I Q I �,
N. ?4
/04'.00 CURB
dj N 24'00'00 "E. /50.00' SEWER EX157) O p h j �0 Q
10 d =5'4346 �o.00' SEWER r5r 4 ,�i� nn RICK ENGINEERING COMPANY
3 \ Y /C PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS
I f/I d = 24°0000" 480 ?O 1.06' CURB 6 {40 BRIARS ROAD SAN DIEGO. CALIFORNIA l2110 - TELEPHONE (714)291
-0707
y l Q
I� � � Q /(' �
Z d =24 ° 00'00" 490' ?05.25' WATER �10 `V i / g ' PRIVATE CONTRACT L d =?4 ° 00'00" 500' ?09.44'
SEWER EX157 `4 d =24 °00'00" 5/ ?' ?14.47' CURB �Y� S�A� t s "3 COUNTY OF SAN DIEGO
$
/ NORTH 50.0 SEWER EX W SEWER NOTE CONA/ECT TO EX <ST //lG WYES TYP /CAL `�,� Q
S /10RTH 60.L1'Y WATER ENGINEER DEPARTMENT SHEETS
�7 a=VO0000" 30' 4711' CURB AYAA/S FOR THE /MPS vi OF=
/d Q = 90 °G!�'00" 30' 47.12' CURB � / (1 J�
voRTH /50.00' WATER WIL L OWSPRI NG DRIVE
NORTH 1 /d M CURB
zi NORTH 9800 SEWER IN VILLAGE 0 4RI( UN /T A/0.11
zz NORTH //0.00• CURB W / L L O W S AZI)PI + wl 0R/ VE COUNTY APPROVED CHANGES
A/OiPT// 4.00 !iURB BENCH MARK 1 // R•cemmen •d fo r ppro 1 Approved
N.. Dso.i�t +.. A by Dtx. /¢ /RQ[/ P/N //( COrI�C,G�TE STEEL
,1/A4rf1 4W.00 As a G. f /W /l7 Description:
ej?k 7 .� ukdl video Enyine•r OBPUT eMy En in «r
Location: 'i
FE R04 AC F P. 5j? R Engine r of work Ch dd by
R «eta Ft..: C r/ O 1 U Datum: NTY f�E�t/CH LEI/EL / S /� /� j� / �r - T
Kiev 14 7 µ
/✓ &^`••`+•+ `a Approval date 3022 - 1
c. 9 204 p'fle.73
FILE NO.
_ PROJECT NO. ✓C//
'PERFECT "MML•
PLATE A
RODNEY STOKES CO.
CPS
m
4764'
d c R�Fr. d/ o
r
Q 3.00 / 41
ON 290 A/ZY > 9Z� 47.!?' � M ti 310 Alt
CB. REr p
V
�o N O � �
Q 1.92 % I °f'L °� dl d/ t J14.4 1 4 V b
285AIZY 305NLV
80 V. C.
40' 1/.C. p , � y V,4 rt� �; P1.308.20 b j Of?/G/N4L G.90UN/� L /NE
11 7% 6� 3oi
h 3 . j I� 80' v. C. op � — . � NZ
� b 1.1,303.37
so
wool I(i
4011C �i b /9Z/ b J.9Z_
P.I28527 t\ ti W o'ti O / " 305 q
N h j ap x W Q` .• N 2/ k /OENTM/AC �ni b 0 �� j l0
°ro ho ti ti ��1 =� II o o� M�
W ti ti 1.92 y� � � 1i I I �� f— 2 2 ° / 1 --o
foox I to ",a.� �i ^ �� I z' 8 3� / �' F
(d` J ?� I I EXI .B � / ?y 300 c
`3 I 3 — V J92 ^ I I I 10
EX/5T. � „ • � � 46.82'
E 50� G�UN/J 4 ,
�
OR
IGINAL GFit7UN0 LINE (P\ 1�b 0 0.1 �� EX/gf g'NC'@ O Q 3
?800 °0 1 2.24% O �, ��8 _ / 2 28�� � ti 3. EXr 5T19g' 90 �� `� o ��,°
E 14r 3 5 k J a V
ti
— ✓ Q 192° " P F / "' V�P N
0 305 S'L Y
RIO /LE SCALE f10R /Z. 1 "= 40' h
VERT. 1
285 5 11 Y 9 /0 11 12 131A� 14 >S /!6 17 !8
Qom SEE 514EET NO.
6LEM .4R,Qp,,Q 4R /f�E SHEEZ X10.3 EVE
Ala Lp'C ti0. h �3 y�M �' SEE SPRING DR k o�R;t�
`� �Im STORM pRA/N 45(0 it v �; AIM �� �I _ RI RI WILLOW 3 i0, y P
hlro FOR SNEEr 10.1 3 � t � v 1 �I I V I N "
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- - = - -
GUARD FENCE C . _ - - _ . _ _ -- ' $T M 4 S� w•cb k 17 7 Mos I / 1p
2 - O 525 3 526 S 5 S b b IlI I k IQ 5 WHEEL G/ /4 /R RAMP — QCI Q' II I
EXisr, ro — m 524 s —
9C v - s �Z$ 929 I I �� X 231F24.45 _ -
' o o m 523 s / I a hl4 ti' /4'
3 m N o N ��
522 F14UN I I I I S I P ik
EXISTING 1MPWl1ZiWEN75 � I o v S ON
It ' PER VIZZAGE PARKUA/ /T ly 9 ° 1v 520 5 " I $(JQ�I � �i� 1 �I I � I NG
nR/VE
N o. /0 TM .�0 ? 0 y :4: 1 517 1 517 s 18 o k 51 �� I °� y �Ij W/LLOW$PR /
Q � s at �y s 1 Ad, ,�JJ5 h I� N0.3
C 4�0 SEE St -BEET
1 . 4 310 t o RICK ENGINEERING COMPANY
�1� T SEWER NOTE: CONNECT TO EX/ST/A/G WYZ'6 rYP/CA'L O^IQx PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND
SURVEYORS m"OV V i 0020 FRIARS ROAD SAN DIEGO. CALIFORNIA 04110 TELEPHONE (714)201-0707
/5 .80 W. 9/.50' A. C D lfff PRIVATE CONTRACT [ -4'57
16 A= O 34' 23" 770' 7.70' AC
/ N. 3 .00' S X /ST
NO. DELTA OR BRIG. RADIUS LENGTH REMARKS d = /O° 000" 750' 130.90' SEWE X /ST i�lv S HEET
COUNTY OF SAN DIEGO
tr1 41 �V 4 ENGINEER DEPARTMENT
730' 469.19 CURB -8' /' 730' J/0.79' �iQ SHEETS
< 2> d = /2' ?9'40" 750' 163.35' SEWER c x / ST.) e = 8° /' / " 770' 118 - 1 0 9' C 41,f6 I PL,4�t/S FOfT
THE /MP EMENT UF=
1 31 d = / ?' ?9'40" 770' 167.91' CLI128 L457 X /ST
4 A1..8a'o4'25 "E. 23.71 SEWER PIS T. _ W - 0000 - 1 30, 47. 12" CZI hYr Pi4RK DALE LANE
5 N.8404' 5 "E. /87.40' CURB d= 89' ?6'37 .
" 30' 4 d ?' T. ,
6 > ,v. 84'44'? 'E /6 3.29 SEWER EX /ST d = 90'39'00" 30' 47.64' ClIff RET. w //�� A , c / /=Q0
7 N.84'04' ?5" . 16 7.00' CURB 3 d =WW 00" 30' 47 . /2' CURB FIET. OA /Q � 0 A L E L A / V G COUNTY APPROVED CHANGES �
+A�E /N V/L L AGE PARK UAl /T M2 /!
BENCH MARK
1 81 /5° 5'3 10 O' ?8 .53' CURB EAST 44.00' WATER No. D«criplioe Approved 4 Dot* " /,�,(/ PA(/ /M CONC,PETE
STEEL R"°mm se' P ' °" I A ° "•d
/000' 186. 7/' W X /ST. =/O OL'JGi�" 760' /92.65' W,47ER Description: /J
AS 13u, / �. r r /�r / o. C. 007?
V al d =/5 980' 27Z.41' CURB N.80 - w ?6 .00 WATER Location; /. RY/ / 'L L rdl LI °° En in..r P
, 1y En In «,
/I A - °!3'44" /000' 9l. 2(0' SEWER is Al.80 °00'00 " N! /78 .6>' WATER FE A S F 1119551? P.
EnOIn.( 1work Ch. br
1 Al80'A7'00 "W. 120.6/' ,Q/3 d= /5'35'33" 990' 275. /! WATER Rocord From: '00401/T QENCH LE1/ELS ✓
/� `- `'_ �- T. AI
/ 4/80'0000 "W. /70.6I' SEWER(EX /ST A/ Ba °A1'?5 "E. 1 747' WATE,S' EN l29 773 p orom; U•S.C.t•'G.
S. ��i , Approval d• »/7��_
/ ?0.6/' B d = / ?° 40" 760' / 5.73 WATER R E ,G 20 ,�/� 7 •J�/
M ISIW4 WRFCISfON FILE NO.
APR 2 -1%3 Au" 10 iy /I
MWr:ftUFiLMf u
L abaft" . PROJECT NO. ✓01 A
i
'PERFECT'PworlL[
PLATE A
ROONEY STOKES CO.
10 N
M O H K oX m h o
I n
TOP OF C41a,5 ELEVIJT /ON I o I
N4 1 v Q
�j 2. p nwj a0 I ti
0,?161A Gk0!/ND L /NE ''t O 0 w J
11 Q wy I \ 1.0%
ELY. C6. 40' V.C. TOP a< CUlZ.d el"AT /ON I w \ \ O e ELY. 043. LIU
3 20 j /. =325.99 I n) \ /20' ✓• C. 89
BO V. C. OO
JR /. = 303./0
O \ .4/. = 320.00 4 ?s \
OR /G /NAL GRDU/1/D L /NE � m l � o O O �
v O
ki
\FOR /G /NAL afWjU0 L /NE
h a V p w V) awp M
h `00 \ � \ \ � � nOj I NJ
Q
320 T,e" I
� 300 �
s_..�.
C \
\ , h
1 1 1 7
a ISQ
v v o N v v
60' MOD. VC.
3. 3. W �, o
N 1 1
O TO/� OF CU,QB ELEI/dT /OA/
N w 01 TOP OF C, ELEYA716W w
h N ? oo
� h � I PROFILE SCALE ' *1 ? v 1
MEW
MI '�
W'LY CB. � � N/LY. CO.
320 9 8 7 (d 5 4 3 2 > O 340
L07456
SEE Sf/EET No. Q
h � FOR 5WRA4 DRAIN
sNE£r No. 7
6o e
o
IV4_4. 0 � -- I _ >G/35.8� �ft-• C
D� i T
�) 81 E �J p• ° � \ �' h h :Y 169
EX /ST M.H. NO 7
— 11 5 '' 11...- a =/4• .. ..- .. :::.; //7.31 ' 0 00 -GLEN ARL90R/�R /!/E
7_ \ d� 1 6 O ' v � W _.. 1 "00 i4 =1000' L= ?44.35 Al !0't�07.E.
E LN.
I d s ' 4AS T =/22.78 vT To o�ivEA/yA/ U
-.. ,.
• 1 .t:••.;...n: 7 ..r: +- ;:r•:. _ .., � EK /ST, 3/" E.t1Sd`Md:
--, � � , *;- "' )� I r\ Q a ' ,I MUMC /oa�/ u/,ar�z o/s ne/ cT ,0 6)e h
ND, 73 33205 DATE. Z 71
� �l X V JI11I
\ \Pi \ o c�
C5 �9 �\o zOc 6,
o�E ENE
R� ARO f \\ ` `�� SEE Ei No.4
\" v'c '0,4RIk RICK ENGINEERING COMPANY
PLANNERS ARCHITECTS • CIVIL ENOINEERS • LAND SURVEYORS
5020 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 - TELEPHONE (711)291-0707
N0.
PRIVATE CONTRACT L - C6S7
TA ORB O UP 1 LENGTH REMARKS SHEET GLEN *44 dOQ /VE gCA 'JJ;Q J
8
� COUNTY OF SAN DIEGO
f W 44.39' Wag pj ENGINEER DEPARTMENT SHEETS
2 J 56"04'40" G /2' 3B5.- CU/I,B
3 N?4•oo'ov "E /6 -V . 22 W ale RUMS FUR THE IMPROVEMENT CV J*
4 d /.rW'00" 88' 141' C4
11/0 6731' CU 6Z IJ123012 /.7l?1W"
6 j N /0 "E 67.31' cUrt�
7 A 140049 &V" /02o' ?.rep 23 Cc%ale /N V /LL�6E A.dr1K uN/i No
5 N24W'00 /6A."' CUQB COUNTY APPROVED CHANGES
BENCH MARK
6 d36 °06:40" 365.2/' C1/.Q/S N 9' Description Approved h' Dar. �"'vh?al/ P/N /N CaVC,PETE STEEL «anm
ed is row Approval
fo N >2 °04`4o °w e4.e eurJg AS 8u. L� . e1011177 Descri POSr o En In
` Location: / R!'/N /V 2Y R ACf/ SAIL /TA edl l.len En91n••1 oEaurr .Inf «.
FE L7 ACR 56 A P I 552 P Engineer of work
RecerJl From: COUNTY 6L'A. /C11 4,01&6 / T
Elev
1?9 773 D atum: 4,16669 Ap proval d ate
Zo 4Ae /L 73
i
PRECISION FILE NO.
AAR26'4171
PROJECT NO. �%4
'PERFECT'PaoriLE
PLATE A
RODNEY STOKES CO.
_ 8268' ON CU,Y
26.38' d/8 4 1 4 / 4 18
27 73' 44.42' aa.a2' ON CURB
O GR,40E FOR y � � � Rj
Q L P orC I/R13 n
v
IN n� O o �° 0. 75/ 0.50 IN
O p \
M ro ? 310
V OR /G /N.4L GROUND L /NE
OR \
/G /A/AL GROUN/O L /NE O V O v \
o _
a / x,33 0ENr /c4L
— g o o — 2.3 2►�= -�
1,04CN7104,1 I m
ell 2
M.A./7. 310T
315 F
cq
�S I h a sl a c a 6 " l
t0 R� @ = ? ° D GR�4L7E FOR TOP / 3T oP P�
v �1 24 RCP t4 I(1 1 1 0 m OF CURE T
N `h I E h o. 50%
8`�C M o.75 < /o'�.cP 3.44 3
N L 2 a o. /?: 2 Ci
VC.
315 � r
M I 0 33.64' 44.42" 44.42' V M
v
100' V C ON SEWER 310
300 IF 5RE/1K J d/ d/B 4/
� Q A/8
`o W14 L O WS10allyG' /OL Ac
P
20' VE/IT. / "_ 4' /��?K O/-) L E LANE 80. 68' o/v cuR�s
'
0 2 J8 19 20
W /LL OW,510a d6 0a. W/L L OWS0G? //V6 D12.
SEE S//EET No. 3 Q SEE A5'NEEi No. 3
4147 448
o 439 440 ,� y Qa' o o' w titi ° � s
R W 44 s /�1 y [14 I 30 ^ I I ti �p� w �9
w
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O 44 o 3 0 I�
y v �I� N I Q � 1 w s bN 44 �� 453 14
W �, I y a
A.3 W /LL OW5�0121N q /JQ.
444 SEE SNEFr No. 3
W/L L 6) W$101211ya /.?/.?
.546"h - 4 1 - 7 - N0 .3 /0Al21e DALE IwANC RICK ENGINEERING COMPANY
PLANNERS ARCHITECTS - CIVIL ENGINEERS - LAND SURVEYORS
W�L `V W�I — I1i /I L� +CE 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 •TELEPHONE (714) 5 707
NO. DELTA DR BRG. RADIUS LENGTH REMARKS PRIVATE CONTRACT L - GG 5 7
f EAST 26. C
S
DELTA Qfi I& R NGTH REMARKS 2 d 69 °19'98" 30' 36.30 c011a6 COUNTY OF SAN DIEGO
$
E ti
NCiNEeR 7EoAFr��E'
1 N66 °0000 W ,36.16' C41125
d 249°/9'.x" 38' 165.36' CUL?F3 U � - -
d S-l"I' 5 40' 27.73 CZ1126 4 EAST 90.00 cL/rze A:VJN5 AW Tf/E 1",0&OVe",6 of
3 d 267 0 54'17" 3B' 17768' Waa EAST 1.00.00' SEWELZ
d48 °11'25" 40' 33.64' CZ1126 6 EAST 130.00' Al WILZ L7/JL L/JNE' y`'
4
141456 27. cu /I13 7 A/oRrll Zz 00' W /LLUWS/�/? / /1�G PLACE
6 NGd W 1 .1l 5EWE12 /N ll /LL��E .DilQK 41111 /1/0.
NGG'00'00 "W /26 .00' WA TEU COUNTY APPROVED CHANGES
8 N240000 "E ' BENCH MARK
No. Description Approved By Date / /2 " l�jy /O /rY /N CDNG ?ETE 5. %EEL /JUST Recomn ed for proval
Appro�eC
Description:
A J � �.�„�.,, 8�0� /TI �•`+� 4 l ub rvision ngineer DEPOT County Engineer
Location: O.S lI /.Q!/NNLYALON6/,ji1NCN0 ,5,il FE
/IQC,O 4CQ053 Zao" P.P. / / /el43P .o Engineer of work Che b
Record From.
COUNTY .BENCx/ LEVELS T. M.
Elev: /2! !•77.3 Datum: U.S.C. �rs.5• _L == ' -- Zo 4, ai dare
R.C.E. ,j /O PRlc 73 ._
FILE N
PREC -: ^114
AaR26t9 "� ,,: &t
PROJECT NO 5
•PERFECT•PPO•as
PLATE A
RODNEY STOKES CO
c 310 0 ^ o o ® 30
�' b b
0 305 � v � � � � � � �, � v e 305
k b �a
v O \ O
300
300 e^ ti ti 4 0D�
2
ti 611 FOW T.0 NOW M SIL7E
! GP �! R
��,�� o . h � � � ?95 f. 92 � ��� • • �•�� � � 295
Q V r k % ti (135 0.0) 51.25' 65.35 56.5!
24 4\ Q
Ilk '�
C\ M t�j I (1350 -D) O h� ��
90 I CV M
45' " to0�• 4 85 �� 4 I 300
ni
4 I r
PROFI 4C 1311 A.MP ON,vORry 4 -o)
278� 24
RCP @170y N � , �' '� STORM a9A /A/ P/QG9�7LE �acoy
�r3 o � �3.�z' 280 3CA1,W -16 q /Z. /"'= 40' t� y 2'2 1D 295
EXlS 34 C• p �E. zee 78 e V iII /A 4' ► i I E.
PER =30� Naa' t45. �e ` 9108' Ppotill E .. ..
/1 48'
�8 9 /O // /Z /j All 15 /G � 17 /d
}J•GJT�
ALL STAT /ON /NG C4LLE0 OUT CONrIA/UED
A&RZ - ON EQUAL S THE STREET IJ v $TORN '
SHEET. FOR 7//E CORRESPOND /NG v OAI SHEET NO B
0
h W 144OWSPR OR
C 111 AiPBOR DA 6u LOT NO 45 Sal
v 00 aS�O ° ' �I Q I ° 6
0 y ti ,Q? �' 1 iii Qj`� AQI I� I. ~I� I h� pW /VE
J �Q K t, �" I I '< b I I� W v r. N ' W/LLOWSPR /NG
Q'
�
Q� �I sw ~ 0i (jI `nI bI Ib °� �1'j� 4ill X1 1 e L /1'TYPE "CI " /A/LET
0' W� h \ I h (hl Ib �O I� �I �22t23.
/ �' � Q 3 Q 0 �� n!1 \ I t, l I X ;J x Q l;h V I a R� — I
N, ` Q Q I I Ot50 I �9 \9 �q pp h V O�til I
/ 0� � � p•W h 0•�' vl ��yl h I S
/ h� ���' �•� b �`' ti � 4 = _ _ � I r2Z3' i ► �'�� I //
r
p a t ( 13 13 _ _ 14
'h 1
ol S ley
IeIe see
G.
ZZ
so
I I ia� ?iQ Q o W/LLOWSPRIA16 DR �GF
N0. DELTA OR ORG. RADIUS LENGTH REMARKS
735 14 5.78' 24" .c.P z� W�� w�po ,��, RICK ENGINEERING COMPANY
t A/, 84'01? "E. 9/.08' 24 "If NOTE = I N 0 PLANNERS •ARCHITECTS CIVIL ENGINEERS • LAND
SURVEYORS
ry 5620 FRIARS ROAD. SAN DIEGO, CALIFORNIA 92130•TELEPHONE (714)2910707
"
E. 95.92' 24 R.C.P. ti�a�
4 '4 f 1' " 10/ ' 1 .1 ' ? " ..P cn oo FOiP STREET /MPROI4EMEA/TS PRIVATE CONTRACT
L -6657
3 J = '14'01" 15' 7 Z " .C.. SEE 5MCET NO. 4 SHEET — —8
/. 80'g0'LYJ "W. 182.86' 24 "RC.P.
� A187'/8'S3 "E. JAM ?4" , ./Q COUNTY OF SAN DIEGO
6 A —
7 ENGINEER DEPARTMENT SHEETS
4 AJ. "W. 52.25' 4 " PLANS FOR 7w /MPRoVEMEMT OF?
d = 5'03'38" 795' 65..?3' 24 "R. CP.
EAST. /1 -5 2 , ?4"R.CP. a'TORM FORA /N
J d =76'/1'38" 44 58.51' 24 "RCP. '
/ d= /•7'49" 736' 14.50' 30 "R.CP. *40A � �� ^ ,J � �� /� S /'J _ `/� W V /LLAM F94RK UN
/T Iv a /!
COUNTY APPROVED CHANGES BENCH MARK /,
No.] Description Approved By Date Description: C / � / / / IA041 PIA/ /N CONClWETE STEEL Recommepded
foy Appro� Approved
A aQ`J
Location:
0.5 M/. AVA! 4!'L . ,4LA .4 f! 717 5 on Engineer oePUr o Engineer
FE ROAD ACCROS'6 F P. // 9654 t? Englnee of work Checked by T. M.
Record From: CDUNTY NCH L EI/ELS i_
Elev: /19.773 Datum: U.S.C.�C. S. -' Approval daMe
Zc>,4)PAPx 9
PkEC1'si�N FILE NO.
LsU +: 1 i• )'yr
APR 2 61973
MiOf l hi:_
� 1M0/K
PROJECT No 501
i
'PERFECT'aaon,c
°LATE A
RODNEY STOKES CO.
11114- 11: V
Q OFT /G /NA GROUND C /NE
Q 6gAm FOR T.
N
r4 EAST V19E
315 EY Y
61i Q C
310 EZY -
" -� 310 E'LY
Ex�sr. za"RCP 20f„ _
C.P. @O.sO%
/350 —O
za
305 EZ Y o h ' � 2 �3so -oJ 305 E'L Y
300ez Y
t
1
STORM ,aiRA /A/ PROF /LE
/7 18 /9 PIS ?/ 2Z ?1 i4
�l
WI
4
jq NOTES LAND
JIQ W�L4�VSP ALL STAT/A!//NG CALIEO OUT npl.E O �o
3 S EE SHEET u�G NERFOV EOUALS THE STREET I' PAR g\,SO N
QI �- G STAMOI/ FOR THE C0fiWSi 1N6 t-
swEEr.
set �v e
ply QI V \ O `
RIO Q Ci I 0
V
� I '� H \lcll
8 OA00 a
— I
/C FO 4 c p I I �"
/9
ti I �►N�ED
I /
ON
K
ND. DELTA OR BRG. RADIUS LENGTH REMARKS
/
Al ?44 • 0011f / say' apRC.. I � \ � NOTE: ':i� 4 l RICK ENGINEERING COMPANY
f N Za °ODGIJ'E. / .3 2a "/QCP. 3 , PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS
�l FOR STREET /MPMENTS
3 d = /,5"2T21G" 485' l30.9/' " I Q /� V r 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110-TELEPHONE
(714) 291 0707
' 24 "�9.C.P. �I 4 0 SEE SHEET /VO. 3 � � �
T d' C.P. hl� Q l\ �� Yr.4O PRIVATE CONTRACT �_`�057
CJVA" � SHEET
u Q COUNTY OF SAN DIEGO L S ENGINEER DEPA RTrn ENT ETS
ti b P[ AA/S FOR THE /"Aw VCW FNT OF:
STORM rDMIA/
W / ` U W SAP/' ` / v , DA?/ VE COUNTY APPROVED CHANGES /AI yla m E PARR UN /T NO , ! 1
BENCH MARK
No. Description Approved By Date J Recommend d for Aub v I Approved
Description: �2 u 1�N P1N /A/ CGWCRETE STEEL
' Me-09 , Pnsr ac. 0072
Location: AC S ' islon Eng ineer �gpUTY unty En gmeer
R0A0 F i P / / AT P Engin r of work E Approval y
Lt�/NTY BENCH LEVELS T ^^
Record From �t
EI 1 29.773 Datum: LfSLC � '. date foZ?
AUG 10 1977
FILE N0.
MAGROFILMED PPOJECT NO 3019