6032 6PEl*ECrPnonLs
PLATE A
RODNEY STOKES CO.
VILLAGE PARK NORTH COUNTRY
UNIT N0. I
WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS.
THE CURRENT SAN DIEGO COUNTY ENGINEER DEPARTMENT SUNDARD SPECIFICATIONS, SPECIAL
PROVISIONS AND STANDARD REFERENCE DRAWINGS.
LEGEND
ITEM STD. RJYC. NO SYMBOL
ASPHALT CONCRETE SURFACING--------- - - - -__ i
TYP /C,QLS'1.�fJ ' E STREET
6 "TYPE'G'CURB-- - - - - -- G-2 �-- - -_ - --
L /67Y11AGd1XJ9' `5, 41' 42' CONCRETE SIDEWALK- - - - - -- 6 -7, G - 9, 6-10
S ITE I WHEEL RAMP---- - - - - -- 6 - - - - - - -- ��i"'
r
S 5' 32' EXISTING IMPROVEMENTS
Q��p TIP /COLE. I Zito %'DIKE — — — — — — — — — 6 - 5 -- - - - - --
EN C /N/ TAS MOON 14 N, �� /STA °a 1=47,,00 ELEV SHOWN ON PROFILE 2' TYPE A"D/KE TO BE REMOVED STORM
DRAIN--- - - - - -- D _ - -- _ — (s�zEa TYPE)
"C ENC /N174S 8L YO. \ — —
a c-+ _ l�� I �- TYPE "B -I" CURB INLET _----- _D-2,D-11, 0 -- --
1 a °C
OL /VENHA /N
i * 9-2.6 6 TYPE)
T p
-♦I WATER SERVICE -- - - - - -- — —
6 TYPE "G " CURB B GUTTER JOIN EXIST. PAVEMENT * OLIYENHAIN MUNICIPAL WATER DISTRICT STAM RD P
L�diV
4 "P. C. C. SIDEWALK THE STRUCTURAL SECTION WILL BE INACCORDANCE WITH ) "4S BU /LT",STPz1e;rIac .SECT /O
� o
D N
SAN DIEGO COUNTY STANDARDS AND AS APPROVED 3 1 "41.' OxFR G'CL. 3 A.BR 4" SEWER LATERAL -
= Q BY THE MATERIALS LAB.
T
MANCHESTER FILL SLOPE--- __ - - - -- - - -_ - --
v K TYPICAL SECTION EXISTING CONTOURS
-------— _ - - -_— -=- Z /0- - - -'
SUBDIVISION BOUNDARY — — _ — — — — — — — - --
RANCHO SANTA FE
MOUNTAIN VISTA DRIVE - --
NO SCALE EXISTING BROW DITCH _ _ — _ — _ , — — — — - -_ = =4> = ->
BROW DITCH-- _— __ —D -75
VICINITY MAP - - - - --
EXIST GRAVITY HEADWALL
NO SCALE
I
FIRE HYDRANT ------ _OM.WO. 14 - - - - -- F.H.
STREET ��ET
9T.� =ET
63' LET /O/Y
-- SO' OR 45' 53' I /0'
39' T 39' I4' 5 5
® , Olt EXISTING IMPROVEMENTS 7 1I I
ELEY. SNOWN ON PROFILE W JyojL F/.eEs/yO•Ca/YT
REMOVE EXIST A.C. BERM
LOC/jrio�i
� - -- _ --- - - - -_ —_ ,.s I ' �, 'DES 451111. TO
JOIN EXIST. PAYEMENT 4 "P.C.C. SIDEWALK
6" TYPE "G'CURB & GUTTER 460 AWRBI01IR
(� /Q'S4cS BU /LT" 5b?11e7l1R _ SEC'T /ON: THE STRUCTURAL SECTION WILL BE ACCORDANCE WITH ft- 0 7 - .9;
7S
3 11 .4C. OV,iR 1,5"CL. 3 4 SAN DIEGO COUNTY STANDARDS AND AS DETERMINED DATE
\ BY THE MATERIALS LAB.
(10"o)-- o__M>7v VA97A OK TYPICAL SECTION
- -�- IAA KE G' A EL CAMINO REAL GRADING PERMIT NO. .L- /7
\ = Q VIC41iNA6ff vWrcrtW _ - -_ - NO SCALE
L ; Q LOT -K 1.4U14Ar THil AR2617R IMIN VAWANY. INC.
a � �LL�K NUM�K6 _ _ -- _ <2cn) --
/�Y7 �� ------ - -_.._
a EaE nElEEOtMw PLACE, SUITE 201
IAM NEW OALMOIWIA et1H
Mr
KZY A4APP I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS '
77 SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -
OF -WAY W ITHIN 60 DAYS AFTER ISSUANCE OF THE CONST-
RUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON PRIVATE CONTRACT
EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECT- SHEET
IVE AND INDEPENDENT OF ANY OTHER WORK A55OC14TED WITH COUNTY OF SAN DIEGO
THIS DEVELOPMENT OR UNDER MY CONTROL. ENG INEER DEPARTMENT °HEFTS
DEVELOPER C PLANS & PROFILES
AVCO COMMON(TV 0; OPERS, INC. FOR THE IMPROVEMENT OF
Vl4LAGE PARK NORTH COUNTRY
PRECISION SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES UNIT NO. I
BENCH MAR OC - 0022
SAN DIEGO COUNTY LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT No. Description Approved By
Date Rec mmencl dfor Approval Approve
,� —s-- Description: ENCINITAS SW COR INTER MELBA ROAD AND
FLOOD CONTROL DISTRICT / ,4,5 BU /LT ST.gUCT(/A' L 04- cf .:.o
WATER WORKS APPROVAL � �fG� -.... 7�s��1' CREST DR. / ? 'LP Subdivision En ineer aunt n ineer
MICROFILM C.J. HOUSON DIRECTOR OF DEPARTMENT OF J / SECT /ON gyp/ EocoHon: _ST Of TES DR 16' S OF If�L�I MID- )'E
g , g
SANITATION & FLOOD CONTROL APPROVED BY APPROVED BY BOYLE ENGINEERING OFCOR. POST Of REDw00D FENCE
n SECRETARY MANAG R Engineer of ark Checked by
l,>Qn C 4_aY - Engineers for the District
BY:
�Y Record Prom: COUNTY Of SAND/EGO T. M .
DATE 26 O fi (� DATE / X f /Z C 001 207 01 Elev: 380.110 Datum: U.S.C. dc G.S. .. e,Ge�f�
Approval dare 3449
—
�l R.C.E. 22895 E I. D. NO. R.C.E. 10284 Z9orT
FILE NO.
GENERAL NOTES
SPECIAL NOTES SEWER NOTES WATER NOTES
L LOCATION AND ELEYATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE I ALL WORK SHALL BE /N ACCORDANCE WITH THE
LEUCAD/A COUNTY MATER DISTRICT (L.C.WD.) STANDARD SPECIFICATIONS. 1. WATER WORKS SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE STANDARDS OF THE OLIVENHA/N MUNICIPAL
WATER B/STR/CT
MENTS PR /OR TO CONSTRUCTION OF NEW WORK.
2. SEWER LATERALS SHALL BE TESTED USING AIR TEST METHOD AFTER CONSTRUCTION OF ALL OTHER UTILITIES 1 WHERE ELEVATIONS
AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROF /LE IS 4'(48 BELOW
2. CONTRACTOR WILL MAKE EXPLORATORY EXCAYAT/ONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AS SPECIFIED IN L.C.WD. SEWER SPECIFICATIONS.
CENTERLINE FINISHED GRADE OF STREET.
AHEAD Of CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REYIS/ONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION
OF EX /STING FACILITIES. 3. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO CONSTRUCTION. 3. MANUAL AIR RELEASES
SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN PROFILE.
3. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACI- 4. 4. UNLESS
OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE&rrTHE TIME AND DURATION OF SHUTDOWNS
L/TIES AND COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TELEPHONE 132-4252 EXT 7569 5. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.CWD.
INSPECTOR BEFORE BACK FILLING OYER ANY SEWER WYES. OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY 6. NO REVISIONS SHALL BE MADE TO THESE
PLANS WITHOUT THE APPROYAL OF THE L.C.W D. ENGINEER. S. A.C. BYA.C. ON LINE YALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION
OF THE
OTHER EXISTING LINES NOT Of RECORD OR NOT SHOWN ON THESE PLANS. STREET RIGHT -OF-WAY LINE WHENEVER POSSIBLE.
7 APPROYAL OF THESE PLANS BY THE L.C.N.O. DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION 6. INSTALL
FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT.
S. CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL OF OR THE EXISTENCE OR NON EXISTENCE OF
ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
COORDINATE HIS WORK WITH THE COMPANY REPRESENTATIVES. TELEPHONE 198-0595 PROJECT. 7 CONTRACTOR SHALL ACQUIRE A TRENCHING
PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH
6. CONTRACTOR SHALL NOTIFY THE OLIYENHA /N MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR DISTRICT FACI- B. THE DRAWINGS AND THE DATA HEREON ARE
HEREBY MADE A PART OF THE SPECIFICATIONS. WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OYER TO THE OLIVENHA/N MUNICIPAL WATER D /STRICT.
LITIES AND SHALL COORDINATE HIS WORK WITH THE DISTRICT REPRESENTATIVES. TELEPHONE 753-6466 COPY OF PERMIT SHALL BE SUBMITTED
TO THE DISTRICT PRIOR TO START OF WORK.
9. ALL PIPES SHALL HAVE A 41NC,H MINIMUM CRUSHED ROCK BEDDING SHOWN ON L.C.W D. STD. DWG. S-l2.
7 CONTRACTOR SHALL NOT /FY THE LEUCAD /A COUNTY WATER DISTRICT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECT 8 CONTRACT2K
a4ALL ;,qgvff A cop�� lv� 77 5T.4 g1-v_ (5 OH 7 .,bE5 5/7P-
ION CAN BE PROVIDED. TELEPHONE 7S3 -OIS5 10. INSPECTOR SMALL BE FURNISHED 3 SETS OF CUT SHEETS. AT ALL TIPf&V..
8. AS BUILT WATER AND SEWER LATERAL LOCATIONS SHALL BE SHOWN AND COMPLETED ON THESE ORIGINAL PLANS PRIOR /I. , mzf ..e 9E.el� /CE Fvel0T / Sh'OLL
BE .8 r I!C.� LA72 IL Z,41 O/Y A M //YIM61M _'LO1
OF 2 /, 41YO LtPiY/YECTEp TO T//EE.Y/5T. l2 1 41411Y !Y/Th' iJ ST4�vD,O eO S,Q DOLE �E2
TO NOTICE OF COMPLETION. L. C. lliO..S'T4 O.e- 4Nd/Y -f f - /1/v.
9. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY ENGINEER ROAD DEPT FOR EXCAVATION WITHIN COUNTY RIGHTS-
OF -WAY. /7• STANDARD SPECIFICATIONS FOR L.C.WD. SEWER CONSTRUCTION ARE AVAILABLE Al DISTRICT OFFICE.
l0. ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND 13. ALL CONCRETE TESTING REQUIRED BY THE
DISTRICT WILL BE AT THE EXPENSE Of THE CONTRACTOR
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 14. JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.WD.
It ALL ELECTRIC AND CAS SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. FOR LOCATIONS Of ELECT IS. THE CONTRACTOR SHALL CONFORM TO
L-48OR CODE SECTION 6422 BY SUBMITTING A DET41LEI PLAN SNOWING THE DESIGN OF SHORING,
RIC CABLES, GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS O ELECTRIC COMPANY. BRACING, SLOPING OR OTHER PROVISIONS T Of MAD FOR R
0 E WORKER PROTECTION FROM N
T E HAZARD Of CAVING GROUND DURING
12. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE- THE EXCAVATION OF SUCH TRENCH OR TRENCHES
OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR
MENTS AND BEAR THE COST OF RELOCATIONS. ALL TRENCHES F/Y£ FEET OR MORE IN DEPTH AND APPROYED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN
YARIES FROM
THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A
13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES
OR REGULATIONS.
THE CONTRACTOR
SHALL BE
REGISTERED IC I
G EKED C /Y /L ENGINEER OR STRUCTURAL fN6/NEER AT THE CONTRACTORS EXPENSE.
SOLELY RESPONSIBLE THEREOF.
16. ALL LATERALS SHALL BE CONSTRUCTED WITH A 48 INCH MINIMUM COYER. ALL LATERALS SNAIL SE CONSTRUCTED
14. ALL UNDERGROUND 8 LATERAL SERVICES SHALL BE INSTALLED BEFORE THE CONSTRUCTION OF CURBS, GUTTERS OR SURFACING OF CLEAR OF DRIVEWAYS.
THE STREETS.
IS. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DR/YEWAY APRON CONSTRUCTION.
l6. ALL STREET LIGHTS SHALLS BE STANDARD 1,000 LUMEN MERCURY YAPOR ORNAMENTAL STREET LIGHTS UNLESS OTHERWISE
NOTED.
l7 ALL ROCK SLOPE PROTECTION
SHALL CONFORM TO STATE SPECIFICATIONS SECTION 72 JAN. 1975.
fB. OFT•f1 /.S' I o m14ECT A.er . Are aeO//rY01,V r..4.LLAT /O/Y9.
FOe LOCOT /O /Y OFG'4BLfS' , Q /Y/J,�PPU?TE/Y•0/YCE.S Ca_AIT,aCT/yQP7y O /Y C
GY/ 7y ' d . Y. PO /jOX
T
727, 317L0/yq AOz .40y C4L /F. 9"75 TfL. 71wf 2- -9Y6 /.
19 ?Ow25F S'vUeCES O/YO .e0y 6 - 3Wa,lf1/Y O/Y THE MS/jd/LT a
/�lPPOliE/�E/YT OB4lY/Nc5_'S'. ,QLG ,SI�UPCES J.454LL BE LOC4;2=22 NIII THE DEO /C47.A,
OF- 0 O,e 7E0 TO THE Cnoyl 'OFSA/Y D/E60
�1 I - OF CURS ELEY.
TOP THE B AUM,41 FMCIIIIapNC r +OrlA1R. TNG
- FINISHED STREET SURFACE 30M 40MCRMS PLA CE, SUITE 201
SAN DIEGO. CALIFORNIA 92110
vlS #"Sq
bA% DAN
INVERT DEPTH ! CURB -LATERAL INVERT N.H. JUN
INVERT ELEY. F R/N ILI
' t
TRADING PERMIT NO. L -W17
6'YC.P. N 1.0% MIN. 0.3'M/N. PRIVATE CONTRACT
i
LATERAL /MY. ELEY. I SEWER MAIN
so ET COUNTY OF SAN DIEGO
LENGTH
2 ENGINEER DE PARTMENT
EZ:
PLANS PROFILES
TYPICAL SEWER LATERAL PROFILE FOR THE IMPROVEMENT OF
NO SCALE VILLAGE PARK NORTH COUNTRY
COUNTY APPROVED CHANNS UNIT NO. I
Do* BENCH MARK OC-0022
N.. psi MOST fw=vol I App �
�MS f11Y�liv1NM Ew {wNr Lw11 < M N r
PREGISIOfd
POS OF REDWOOD FENC
ElgiwoSr of work cmh S�
R�e«J PRi.: CDUMTY OF SAN NE00 T.A
E6wt 380.220 DA US CIS "� 3 449-1
FILE NO.
SfE PROF! E q ON
2 �''
� Q p 80 40 V SLY CUR fi P,40f FACE / Oa DlkF FACE Of Dlkl'
- 1.40 HE/ZEOAI v W
I• h C.i ^ n ^ oc
Izz, Z> �`' Q `� ti F /NISHZ SUPF4CE g
CIN LAN
/70 /70 a . �w� mow^ � f � 170 ^� l
EX /ST /6 4.C. P
TOP OF TWIS /710/V D/Kf GRADE
EXIST F/NIS/-/ED SU,elL4CE 00 CENTE,eL/NE II '� P
1Z `/ C TEA NS /T /ON PROF/If
SCALE= !/02. " =40, VE7• 1'=4'
F I I EX /5 7 30 "C. All. P
v u I I 6Xi ST p
�k, SEA TRANS1T10N
O 1Z E HEREON ZZ
e oc o V LJ 80' VC 40' V. C
h W O L6
4 4(5.54/ � I Z" V.C.
�
di 4 T Ole n ti \ b �_ \ T. C. 166.50
o 4 `j V Ci O $ \ O ` l o \ FOTU,QE T01 0,-r 6Z COR15 6 R.4DE /6 T YPE 8
o
6q ,
CUR�°i /NL ET iirz ET.
�. //W V
Q
/ 70 170 °' �` ° j `v " 170 /G5 / — EXIST GQ�JY /Ty.
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^ l9 t� \9
r n h r0 BE fi's NOVEv
ti ka � N � a ^ � It \ �� E,?7 30":4SPI1.4L
I HE40lJ,4LL
d T0P OF S'L Y C U '5 6',FQDE COATED C. M. P 1
_ MPH
TOP OF E'LY CUQB cRd ( /4Ga.)� /.00/ EXjsT spa
\ ��.- _ — �--- 6 " CURB FACE
G CU,PB FACE iff 00 1 10
P,QOF L E 1o� 23 I >66�� PROF/L E 60rJVAT� '� /Z �•�3, ��.�
FL CAMINO QE,4L / I MOUNTAIN VISTA DRIVE
>'� o. 5'
SCALE : HO,Q / = 40 1011 CUR FACE e AC,Pp9S o� SC,a L F : /•IC,Q - i " QO'
PROFIL E
v ER. - / "• 4' CURB RETUR PROFILE //YLET G vE2 - ! "�¢' I $0" C.M.P. CULVE2T� �
SCALE:
2/ 22 46 45 L'D/YlYECT TO 44 4� 41 4/ MTN WST,4 D.P. ST,4. 461'07%
E DATA X /ST /z "v�'l° SCALE: /-,'0,v. 1 =40; Vc - /`.4'
/.JT,I,Jn'0,4,�09,40OLr �`'
Dom' S - //v :.......: :.:::. Q '�` `�•` �`
::.
.. CATCH 6A61NCD No 101,g L = 73138 •. .::; � >. I
cK EIAOVE EXIST A.C. DIKE ALONG
,� c w/7ic G,rtr F02 EX /ST IMP,QOYEMEh'T I li v Q } /% MTN VISTA DR BETWEEN STA.
Q \ - -EX /ST 30" M
C . P DWG. NO D N0. TM3Z8 /•l q 41443.31 46*179$
W 74 v� \ 46 * 0? 96 � 30 Y C M P
QI_ v, EX /ST OR411TY /
T f3E" REM VED \
EXIST 6 C41Z UBL� /
CONCRETE CULVE,PT
ti . — VI STQ
N T A I N -- VE`�
5 M — EXIST 4 D/KE
AF f
-- --
Y —
.a� ✓ I
-
4 0 - 4S 4� -"6 a °1537 e YPE "A "DIK EX /ST /6""A.CP
6 66.4 i MOUNTAIN V/ST4 D,P 23 _ \_ 4 _� —
?1* 92.88 - ti EL C.4M /NO ,PEAL I RA
• _ — —
3 Q , 15 v I h D; KE DATATOC/3\ z DIKE D4T4 — FUTU:PE CB L /NE
, jo_8A,C.P. b 0-24070d \ d ?40708
30 C.MP( /4Go.j
75 ON CB' '; ,-, I R= ?00 \ o' R- p� \ FUTURE R/til L /NE
N /7 ° 25'48 "W �12.83 ' 22_ P.G•R v, p L= 84/9 \ter_ L= 84. �•
do//V SEE P20F /LE HEQEDN X /ST /MPPO
y �� \
r �� - - .c, a m CURB DATA ; + C
T011 Z_ ', T. l; /P,� OVEMENTS a olZ _
S - c 1(014 D S U2VEY 1800-1 3 �= r. :. \ ��� R• 30 42'41" o *; Q o \ \� I f 69.96 >�' MT
V /ST4 .1J2. - ` - --
1 W �� �� .54' Q >� \ f
/hD�//YT,4 /rY V/5'T,4 0e/!/E L - 48 0 00 JOL / N4 WAY
EX /ST ,4.0 DIKE REMOVE LOT l o \
I NTERFE22 111/6' OR 4R Al- Q 'z1 ! °cl c�� WHEEL RAMP
G
T 2 b
Rt1DIN6 PERMIT N0. L_ -79/7
DONED PORT IONS v , ��Hh °.• 0i c :::: ; .K I , ; -;�
TEMPORARY TEL. POLE
1'N
�I
ARO Po57 A� �. i I n Q� Z r V \ I )s BA�UR Enc INEERING COMPANY. I NC.
Clb
h �6 /� (¢ •., Ip TO BE REMOVED BY OTHERS ';, \ �; ro
DW4. M-9 112. U� ' // A 1;' G3 Q L" F1
"S. ' , �2 50 53' S' G/hc� ?p h Q \ r0 SAN gIEOO,a r� a 92110 SW IIOMOINMq PLACE, SUITE 401
~ ?l *23.07 /3E6 /N FULL /MPQOVf MENTS J v ' ` / \ � o %�
J8. JP.
W i `' A D/ N SUBD /V /S /ON BOUNDARY 0 d
W --:t
P/ 0 E TPANS /T /ON FRONT LINED O /TC11 TD PRIVATE CONTRACT
Lrr7L iiCOFf irM /GYM/ SHEET COUNTY OF SAN DIEGO 3 r '
,3 ENGINEER DEPARTMENT
' ,� �/ OI�1c,3 /Ti- 6KAlJ/NG LSETS
2' /J. C 007' �- >� cn 1�
CDM/39CTEiJ -� �2 �� '+ R oZ ✓..K•t Hy G NMKI& 4 if N Q N
MOUNTAIN V16T.4 DQI VE P4ANS FOR THE IMPROVEMENTS OF
A. C. cWTOFF
G 3O ' 4 5 ' p �O G�17 17' ✓L/LY2G /9x �, EL CAMINO REAL a MOUNTAIN VISTA DR.
W,4LL - /2 "DEPTH EL 11 CAM /NO REAL VILLAGE PARK NORTH COUNTRY
— EX /ST AC DIKE a UNIT NO.
L L7T , LO T
C OUNTY APPROVED CHANGES
11 SCALE • l "= 4O BENCH MARK (9C pO
No. Description Approved by Dot* ENCINHTQS SW CUQ /NTf95- ec m n ed (or A oval Approved
PrJ ^ Description
UN \ "iAS B!/ /LT" TLT. l41VAV /T ?/101/�� ut
P G��,,.e _ o �,(� �s
n in er
So ►division E g e CeuM E iewr
Y
�9�
.IVI - ?:� . AS �SE/� /lE �� � Loeofron; QNE Invineer 00 work Chocked by
Record From: N DAF60 CO!/N Y ROC
R E 10284 A Z9 e GCT7 344.9 —I
_ LnaEo OET
Eiev: W. ZZO D.te,n: [/. S.CA� (3. S
FILE NO.
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