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L E G E N D
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GENERAL NOTES (CONTINUED) :
} 14. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE' °• -�s'►� .EXISTING I0' GROUND CONTOUR
FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE
CONSTRUCTION WORK IN ACCORDANCE ITH THE CONTRACT EXISTING 2' GROUND CONTOUR
DOCUMENTS, NOR SHALL HE BE REQUIRED TO SUPERVISE
CONDUCT OF THE WORK OR THE CONSTRUCTION PROCEDURES • 320 ROUGH GRADE 10' CONTOUR
FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS OR
1 I THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT 324— ROUGH GRADE 2' CONTOUR w
THE JOB SITE OTHER THAN THAT OF 'HE: ENGINEER'S
' EMPLOYEES.
_ 1 BANK TO BE GRADED (SLOPE NOTED ON PLANS)
5. A PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S
- 1
DEPARTMENT FOR EXCAVATION WITHIN THE EXISTING COUNTY
RIGHT -OF -WAY LIMIT OF GRADING
t` N
W, 16. EIS Nu , WATER MAO! IVY RECuIRE VERTICAL RELOCATION. � =� PAVED DRAINAGE DITCH - SEE SECTION
RELs_a "I�MI SHALL BL D'JNE BY THE SAN DIEGUITO IRRIGATION
( N DISTRICT. +— �--- f— EARTH SCALE, 0.3' DEEP MIN.
TOP F
SAME OWNERSHIP u 0 EXISTING WATER MAIN VALVES TO � ® TYPE G GLEANOU` ;STD. DWG. 103 -I)
r p 3 FINISHEC GRADE VERIFY EXISTING CATER ('1AIN VAALL VE ( .
CURTAIN WALL STDDWG. 112 -1
Ot �, LOCATIONS IN THE CIE D AN" A' SAN DIEGUITO WATER )
2 d 2'I - - DISTRICT ROCK SLOPE PROTECTION (SIZE SHOWN ON PLAN)
o A 1' N GENERAL NOTES
' ? w I. A PERMIT FROM THE COUNTY ENGINEER WILL BE REQUIRED FOR ANY WORK,
_
! t E SUBDIVISION BOUNDARY i , z , 7 a 3 IN THE COUNTY RIGHT -OF -WAY.
2. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN ACCORDANC WITH '
S ALE, 1 :d50' �S��Q ' 7' G 9j SAN DIEGO COUNTY SPECIFICATIONS.
r
F I / / - 3• THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING
_, ALL EXISTING UNDERGROUND UTILITIES DURING CONSTRUCTION.
2' CONTACT: S.D.G. &E. CO. 232 -4252, EXT. 1658
�' SP 2 4 I P.T. & T. CO. 298 -0595
I 1 CARDIFF SANITATION DISTRICT
3 .6 SAN DIEGUITO IRRIGATION DISTRICT
4. A SOILS REPORT MAY BE REQUIRED PRIOR TO ISSUANCE OF A BUILDING
PERMIT.
W ,
5. APPROVAL OF THESE PLANS BY THE OOUNTY ENGINEER DOES NOT AUT I1E p
S���f l `� 12 ? ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNfR'r
t< p PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN
a 3
12 z ISSUED.
-' - 6 . ALL GRADING DETAILS - W i LL BE IN ACCORDANCE WITH SAN DIEGO COON 11►,
Z
I STD. DWGS. 208 AND 209.
Ir
30 7. FINAL LOT PAD GRADES 'HALL HAVE MINIMUM SLOPE OF 1.0 TOWARD ST
REET.
a 8. ALL BANKS ARE TO BE 1 -1. SLOPE UNLESS NOTED OTHERWISE.
234 2 9. THE UNDERSIGNED CIVIL ENGINEER CERTIFIES THIS GR OING WOK I
w
w SUPERVISED IN ACCORDANCE WITH SAN DIEGO COUNTY GfAOING 6"1'11
' 15' NO. 2925 (NEW SERIES).
\. L E 1/ F L T,
10. ALL WORK AS SHOWN ON THESE PLANS IS TO BE DONE ON THE PROPERTY $F
w� � >« z ° CARDIFF MALONE CO.
° 2 , 6 a -c _ 4EC I I . EXISTING POLES AND OVERHEAD LINES I N LAKE DRIVE tO BE P;ELOCA
" a BY OTHERS.
z 3 P.CC. 12. ADJUST TOP OF EXISTING 14ANHOLES TO FINISHED GRADE
O N i 13. EXISTING GAS MAIN AND VALVES MAY REQUIRE VERTICAL RELOvATION TCt MEET"
�wm W1A �I I NEW FINISHED GRADE. RELOCATION SHALL BE DONE BY THE SAN DIEG GAS i
z —��� __ - LAJ & ELECTRIC C 0. j
2 Q'° V _ _- 21
�! a NO SCALE
i NOTES CONT I MILD ABOVE LEFT)
A 1
p o a
J' m N. I
DRAIN 2 ,O C E R T I F I C A T E B Y S O I L E N G I N E E R
SEE SHEET 2 i \ I A PRELIMINARY GEOLOSICAL AND SOIL INVESTIGATION OF THIS SUBDIVISI
X -TY G LEANOU 2 •9 I I ° WAS DONE AS PROJECT NO. 69 -309 DATED OCTOBER 20, 1969, AND
EXPAND
8�0
BY OUR REPORT 71- 105 -46 DATED JUNE 23, 1971. WE HAVE REVIEWED T"
_.
� 1 � ~ � GRADING PLAN AND BELIEVE THAT IT CONFORMS TO THE RECOMMENDATIOMS MADE
i" i ._!YT{ 0 M.P. INLET PER STATE IN THOSE REPORTS.
DIVISION OF HIGHWAYS STC.DWGSD 75 8 —�
. WQODWARD -ELY E & ASSOCIATES
r SEE SHEET 2
WOOD WARD -
- I Z �ENSK I& ASSOCIATES
uj BY: CE /Y• /2 9
SUBD� S I ON BOUNDARY
I J. L E•
:-A CIVIL ENGINEER
�� X� • - �, V � I LNC I N I TAS y
_ Y • � Lu
pM�pJN o � �COT "A RESERVED N RICHARD P. WHILE GEOLOGIST
t^ w
FOR FUTURE `TPEET w �i,� �� w
W ' PROPOS CARDIFF DATED:. 6"`1 72
� ,
PROPERTT IES UNIT N0.2 --
SV ��� E Y�PE�Si N' �- ` SANTA FE ' DRIVE WOODWARD -CLYDE PROJECT NO. 69 -309
-17 + WOODWARD- GIZIENSKI PROJECT NO. 71- 105 -46
oQE J i :z -�)• `\ � CARDIFF B E N C H M A R K oC 0020
OWNERSN I P" �\\ o sc��Q <PROPERTIES
A'
"S+'L y \ �� \\� UNIT NO. 3
CARDIFF ELEV. 328.430
• ° 4 �p��EE� t • LOCATION: SOUTHERLY OF BALOUR DRIVE & SANTA FE DRIVE APPROXIMATE
SEE I I , BY THE SEA k' y , CENTE PROLONGATION OF BALOUR DRI 30' SOUTHERLY OF
1 j 6� 3 ���CARDIFF PROPERTIES CENTERLINE SANTA FE DRIVE, 2.5' INCHES EASTERLY OF CORNER
1j r_ UNIT NO. 1, MAP NO. 7154 OF 6' CYCLONE FENCE.
Alf L O C A T I O N M A P EXCAVATION: 1 3,000_C.Y. FILL: 13 000 C.Y.
V)
�a NO SCALE
i - OWNER CARDIFF 'MALONE CO.
INRr C)
8053 CALLE DE LA PLATA
w no
LA L4A4- CALIFORNIA
LEGAL DESCRIPTION: PHONE 5 C,VY, e � A.
A PORTION OF THE W 12 OF
E 12 OF N'w 1 4 SECTION
a SHEET COUNTY OF SAN DI JIG SNEE
_NGINEEP OF WORK: BILL K. BUMBLE, R.C.E. 8102 O
CHARLES W. CHRISTENSEN & ASSOCIATES
23j "A "1ST., SUITE 1200 - GRADING PLAN FORj
E
SAN DIEGO, CALIFORNIA 92101 C
232 -7891
CARDIFF PROPERTIES UNIT N0. -'
CAL. COORD. INDEX 31 -1687 T.M. NO, � , 7,
` - - -- COUNTY ENGINE�R ENGINE O WORK. ?,
N0. DATE REV I S I ON APPROVAL c GRAD 1 NG I PERMIT W t�rtt�iTi►u `�
BY
CHARLES W. CHRISTENSEN & ASSOCIATES A- 6242 - DATE
7 z
Cl
MICROFILME
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T T r DELTA OR COURSE !7£M RADiUS _ , i }�' � � r D
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F - - - -- —�— — - t — x r C.
T _: zz: 15 00 237.25
_ _ -- -- - r ._ - - - - - - { D 3 - ! -
_ - - -- - - _ fi __ _. - _ # 3__. - 18 IN RCR (SEE NOTE)
TOTAL - _ - k - ; - - - - - S - -
- - - - 4$9.25
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ASBESTOS CEMENT PIPE (A.C.P. - ?SAY BE USED IN 1_�EL; 0+=
REINFORCED CONCRETE PIPE (R.C.P ) FOR STORM DRAIN
v> SYSTEMS . ASBESTOS CEMENT P ! Pr ;t [ FOR STORM DRAIN
c w Ci SYSTEMS SHA_!_ B€ 'C'�i 5 "V'1Nb I t..LF I RANS'' TE STORM DRAIN
w a ,F IA 1 HAVE THE F G-Li,M1 I NG P1 PT S! R} NICT
IiCP PIPE STRENGTH EQUIVALENT AC' P I RENGTH
Y
1350-0 2 xd1 �- ASS III'
F.CT
wl
3
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4 CHECK.:RED
1: �� F 19 !h'I
1A wi _ I:ri�_F r j /.. 3 4" SUP f�RT BAR
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_ -- „ FUNCH r' 8' HOLES IN ANGLE PON ANt D,)',t"
., 8" RIVT SP i J E, At 14 P PLATE
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Ol1NUA ANGLE rl
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DETAIL 'A
SCALE: 1 " =40' -- {
/ / { o n a r (I r lz :F ALIFORNIA
BE ONSTRUC TF , J
\ -- UI PLr URI BARS T tX Lr, AS MODIFIED TO LEFT.
h A,t 1 P h J(
IO'X30'XI' DEEP - I_ 1 N 0 BE HOT DIP GALVANIZED
G?ou�E'D TECTIONOPE PRO i� 4U� PURi
S AME OWNERSHIP" P
Y x w BAR — AFTER THREADING.
j ( No I U BARS TO BE 'AANUF AC i 11, - ,f Ci Ct S f RUCI URAL
A.f_ RxK 'NJ -7`.i LBS. �,, -r ! � ! �I I � 1 - -
,i. N(I S ANA, SUPPORT B }
n• HL „.. i)E �G#AT'�
AGE .ROCK VOL -
=1,2 CU.FT.
SECTION C C -_ -
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NOT TO SCALE
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