7087 :•PERFECT°PROC,LC
- - PLATE A
RODNEY STOKES CO .,
EARTHWORK SPECIFICATIONS z a�0 WORK TO BE DONE
o VILLAGE PARK T
.: \ M ` -
HE IMPROVEMENTS CONS PST OF THE FOLLOWING WORK TO BE DONE ACCORDING Tr ,
GENERAL. n G ) THESE PLANS AND SPECIFICATIONS,"
O h
. � E CURRENT TH C E T COUNT OF AN PROVISIONS
W R Y S DIEGO ENGI-NEERING DEPARTMENT 0 A -QUALIFIED SOILS `ENC , NEER. ALL AREAS
ME STANDARD SPECIFICATIONS AND SPECIAL
ALL GRADING SHALL BE DONE UNDER THE DIRECTION F Q a
FOR OR THE IMPROVEMENT OF'°SUBDI
E PLACED IN ACCORDANCE VISION STREETS AND STANDARD REFERENCE DRAWINGS.
TO BE FILLED SHALL BE PREPARED TO BE FILLED. ALL FILLS SHALL B h
S IFfCATIONS FOR CONTROLLED FILL :ATTACHED TO THE PRELIMINARY` S01L "INVESTI
WITH THE "SPECIFICATIONS \ .
CATION FOR THE PROPOSED SUBDIVISION. PROJECT NO. 72- 217 DATED II. 22-72 PREPARED —� ��
I \ � GRADING
AZINSKI ASSOCIATES.WOOD WARD L LEUCADIA NCHO
LAS ENCINITAS
GRAD G SHALL CONSIST Of THE CONSTRUCTION OF ALL CUTS AND FILLS AS SHOWN BRUSH AND TREE REMOVAL.
e OUdJ ON THESE PLANS AND OUTLINED
_ v r
J
THE
E E RTHWOR P ZOO-
1,205
SPECIFICATIONS AND I CONFORMANCE N 0 FORMANCE WITH SAN'`DI
EGO COUNTY STANDARD 206 f 9
ARE TO BE GRADED. WHEN TREES
ARE RE-
DRAWINGS 20
SHALL BE REMOVED ONLY WITHIN THE A �-
BRUSH AND TREES ��'c� a1C'-)hJ
.
pc.a2lNq" C:�I�L�
IC7 � �. v 9 OL 1 VENH AI N
8 731
MOVED THE ROOT SYSTEMS SHALL A LSO BE REMOVED AND T HE RESULT ING EXCAV ATIO N FI L LED WIT H ALL WORK
SHOWN ON THIS PLAN TO BE PERFORMED' EXCLUSIVELY ON PROPERTY OWNED BY AVCO COMMUNITY DEVELOPERS
. PROPERLY COMPACTED FILL SOILS . " ' .
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€61L.
L TA.KE V/l-IA T
EV� ?
1 mW
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(3 CIN
OCOU.
MEAaCQ�S nC � NBCEaaAl J[J�IN GCnNr T EUGT CARDIFF B Y RA N CHO
FINISH GRADING : A SMOOTH AND UN1 FOR M, ION eCTECT AaJAC E afT P2tPE2 "�1 Jp THE SEA SANTA FE FN
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CUT AND FILL SLOPES SHALL B E TRIMMED TO THE F I N I SH GR ADE TO PRODUCE NA T C J�A L �Lc PEa W IT- IN T uE ` P�C7JECT FO OM f
G7s7 U cr UP E S �O sc PlCE® Div/�✓E �EJ
S URF ACE OR CROSS SECT I O N THE SLOPES OF E XCAVAT I ONS OR EMBA NKMENTS SHALL BE SHAPED o N Y WO/Y CU GYE�
?u E N
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amY
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S/N E
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B T 4/O O/1 t✓ �N E.TRIMMED AS DIRECTED BY THE ENGINEER 0 F WOR K AND IN A
NEAT AND ORDERLY CONDITION. ALL E 2G �IO Olt �1�Pn J� i T lC 7 N �F �P o7ED SOLA A BEACH 1N S/f4f/ YO/YE/7 M ✓3 BE OBTJ/NErJFROM v//E.D/�ECi
O N ®F�U✓L�/N O/yS.o ECi/ON STONES , ROOTS , OR OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE L
MaTr=Pip �.�•
p _
OF . f7NOL �/� lZOI%JL'OF 7/ESE NCO
REMOVED AND DISPOSED 0 .
/ C /LAG/.�L/JN,S /SS'��✓�C/ /®F/N�L,O,oFrIDYy�G OFiyEASSOCIAiEO
Q t9EsYi
PL.QNS.;F/N�JL C!/aE F,3adaE ELEt0T/OHS ,G11�lY,QEOvwE° clwlaEs//VTL/ESE Ak/JNeS°
EXPANSIVE MATERIALS :
PER 2 FEET TY AP
EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE PLACED WITHIN THE UP VlhINI OVI
OF ANY FILLS. THE POTENTIALLY Y EXPANSlVE' SOICS MAY BE SPREAD THROUGHOUT THE LOWER
PORTIONS
r
Of THE FILLS. ° 17 WILL BE THE CONTRACTOR ' S S RESPONSIBILITY TO PLAN HIS GRADING OPERATIONS NO SCALE.
AS REQUIRED IN ORDER TO PROVIDE NON EXPANSIVE 0
R F LL_SUITABLE MATERIAL WITHIN THE ABOVE I
LEGEND
AREAS. _ TON E TER3LGE hOCA 2 081- - --
BACKFILL NOTE: CUT BANK ,- 1 112:1 MAX.
THE ENGINEER R: OF •'
SOILS REPORTS SHALL ,BE SUBMITTED TO _ 1 _ � _
:FILL BANK 1..2.1 MAXIMUM - - - - - - - -
WHERE TRENCHES ARE WITHIN EASEMENTS , /
T .
REN H pCKFILL WAS.
COMP
AC (ED AS
WORK BY A QUALIFIED SOILS ENGINEER
WHICH CERTIFY THAT I C B
'
Y THE SOILS ENGINEER IN ACCORDANCE WITH ON-SITE TE 'EARTHWORK SPECIFICATIONS. _ _ _ _ _ _ _ _' _ _ _ _` �
DIRECTED B � " FINISH GRADE 2i
EXISTING CONTOURS - - - - - - - - - I�
v..._,_>-...•SUBDIVISION BOUNDARY - - - - - - - - - ®®®
e CURB LINE - - - - - - - - - - - - - - - - -''
ILI
t
DAYLIGHT LINE
- - - - -
GENERAL UTILITY NOTES cur
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XPLORATION EXCAVATION REQUIRED: LOTNUMB R - - - - - -
CO N TRACTO R WILL MAKE EXP ATION EXCAVATIO NS AND L OCATE E X IST IN G UNDERGROUND FA CILITIES SU FFI A PA D ELEVATION
(AT FRONT LOT) _ _
-
G I FLATLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS F REVISIONS ARE NE C E SSARY BE CAUS E
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51
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FACILITIES .
IFS :
1
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( STING A
F LOCATION OF EX
FINISH - - -
- �- - - - - = - - -
0 E CONTOUR --•----_...�'
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UNL/�i E D D/TCC SH
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AFFECTED L/N d O f T C OE_�/L
ALL EX I S TI NG UTILITIES WITHIN THE SITE , AND THOSE TOT HE S iTE WHICH A RE ,
THE UTILI TY COMPANIES REVIEWED SHOWN ON THIS PL AN: C E WORK PROPOSE b TO BE , MITT Ec TO PROTECT
T Q -_
e_—
-
THESE PLANS AND ARE SATISFIED WIT H. THE 'ARRANGEMENTS MADE BY THE PER
SHOWN ACCORDING TO TH E R E CORDS O F T HE
C TE UTILIT IES: EX I STI NG UTILITIES OR STRUCTU RES ARE CUN4/NL E - :
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-
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ES AND THE E; CONTRACTOR ACTOR
SHALL NOT I F Y
THEM B EFORE COM MENCING WORK.
F r LL n � CONP Av I
PAC IFIC TELEPHONE CO. , SAN DIEGO PI PELINE C 0 . S_D Q AD %/SA DIEGO GAS & ELECTRIC CO. ,
NCLE N®UT TJ f_
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NO
TIFI C'A TIDN
REQU 1 R E D.
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COC.PET E
NOTIFY THE DIEGO & ELEC T RI C CO.C 0. PR I-0R �T 0 S TARTING WORK NEAR /N7W/L D-24,
ANCH/P O R/ 10 -Co NTRACTO R HALL WITH COMPANY REPRESENTATIVES.FACILITIES AND SHALL COORDINATE
HIS WORK
zao
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4 n J
AC 1 F I C TE LEPHONE CO. PRIOR TO STARTING WORK
.NEAR .
COMPANY NY F AC 1 L
I
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a
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:
LE G ar DES c,
P/P r/O ti
CONTRACTOR SHALL P 1
F
r
� PORTIONS
NTATI;VES . � 0 OHS' OF LOTS 3
PRESS ® r 2 27` AND
RE � 28 OF THE UN
-NUMBERED COMPANY 3 U -NUMBERED. LOT
K WITH OF RANCHO A
HIS WOR LAS ENCINITA
COORDINATE t 1 S MAP N0.
° CORDD 648
AN HALL ,
TIES D S
C
r
AND PORTION N F
,. 0 0 BLOCK
d � _ .. 9Z OF THE COLONY OF
r se OLIVENHAIN
MAP NO ;,
® . 326 IN TH
l E COUNTY
, _ OF SRN-
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Y F p . . •s +� _
PAN ,
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AR ,.
WORK NE �
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TART _ . S
T O S C � TATS OF CALIFORNIA.
F RN
IN CO. PRIOR \ - 0 IA.
T R_SHA
LL NOTIFY THE -SAN.
DIEGO PIPELINE 'l R ,
RAC. 0
TIES AND SHALL. COORDINATE H IS WOR K
WITH COMPANY R P RESE
NTA TiVES.
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232-4252 , EXT. 1 658 S A N DIEGO GAS � ELECTRIC C 0
SITE ADDRESS
ES
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296 0595`.
1 CO.
PHONE
T LE
FIC E �
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283_65 11 _ . .
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ENC I N
{TAS NORTH 0 F
ENCENITA
S BOULEVARD AND 3 m
FEET_ EAST- F
EL CAMINO REAL DI EGO 'P1PEL NE CO.
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'EXISTING UTILITIES:OF ,
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\THE
CONTRACTOR
OR 1 S
R
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IREQ
TO
TAK E P
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E
CAU Tt
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A R Y MEASURES'RES TO
PROTECT
C
T THE
UTILITY L
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Y L i N
S SHOWN
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OWNER,
E PL ANS . AN Y PAVEMENT OTHE R EXIS TING
AND A NY OT HE R LINES NOT OF RE COR D O R NO T SHOWN N H E S AU CO
C
GMMUNITY DEVELOPERS,
INC.S HALL B REPLACED ACED A S REQUIRED THE C OUNTY .�x_� IG8
66 WEST 6ERNAR DO DRIVE SURFACE IMPROVEMENTS DAM AGED B THE CONTRA
NT. ._, ,
ENGINEERING
PA
RTME .
100 ENG N 7
SAND E SA DIEGO, CAL, 921.2
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TELEPHONE:ELE QNE 714 277-2132
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SL OPE PLANTING:
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RD AN E WI TH T HE MI NIMUM REQUIREMENTS OF THE DIEGO
SLOP E PLANTING S HA L L B E DO NE IN WITH .
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SOILS :ENGINEER'S S C RTIF
KATE
.F E ET. N HEIGHT B E PLANTED 1N° AC R NC
�O r _� ALL SLOPES OVER OUN TY GRADING ORDINANCE
SAN n I ,. L TY SPCC i FICAi 1-0NSo
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TH IS I S
GRADING N G PLAN AN Hp
S
BEEP R
EU
tEWE B Y
T
HE UNDERSIGNED ER
SIGN D
A
ND
FOUND
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O BE IN
CONFORMANCE CE W
IT
N
THE PERM1 T FROM T HE COUNTY ENGINEER WIL L B E RE Q JIR E D BY
A CONSTRUCTION EXCAVATION RECOMMENDATIONS AS OUTLINED IN OUR SOILS REP ORT FOR THI S SUBDIVISION DATED NOV. 2 2: