1995-4533 G (Plans) 1413 ➢3
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GENERAL NOTES LEGEND STANDARD DRAWINGS/ SYMBOL
COMMENTS
°— --•- v j / :+ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD
EX /5T D /RECTIONOFfLD6V, / / /' f SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, AND THE SAN DIEGO AREA RIW
�f 1 �� t REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM RIGHT OF WAY
y / SHALL BE APPROVED BY THE ENGINEER OF WORK PRIOR TO CONSTRUCTION.
!b 2. _ /" f ~ r j '` 1 ! , 2. ALL GRADING SHALL BE SUPERVISED BY A REGISTERED
CIVIL ENGINEER. EXISTING ELEVATION
3. COMPACTION TEST AND REPORT IS REQUIRED FOR ALL FILL THAT IS OVER 12' IN
-� t ✓ ( ij DEPTH. CIVIL ENGINEER WILL SUBMIT TO OWNER UPON COMPLETION OF EXISTING CONTOUR
f i f 1 GRADING. IV .. j
R/P R4P4VC94V D 15S1,Pd70 / /� 4. AN EARTH BERM SHALL BE INSTALLED AT THE TOP OF ALL FILL SLOPES. NEW ELEVATION
PER 0 -40, TYPE 2 619E qP 3!G y
y •� I ! 5. CONTRACTOR(S) TO BE RESPONSIBLE FOR LOCATING AND PROTECTING �-
8AC14/NG /2" rfl/CK OVER l2 /'� / = i 1 UNDERGROUND UTILITIES. NEW CONTOUR
f /LTER 6[AN/fE7 r f 6. LOCATION OF UTILITIES TO BE VERIFIED WITH EACH UTILITY COMPANY
RESPONSIBLE. NEW SLOPE
7. ALL SLOPES SHALL BE COMPACTED TO 90% DRY DENSITY.
8. NATURAL DRAINAGE SHALL NOT BE DIVERTED ONTO ADJACENT PROPERTY. EARTH BLADED SWALE (1 ohMIN J -�
9. CUT SLOPES SHALL NOT BE STEEPER THAN 2:1.
/ � i �"'� 1p' f ✓ I^ ./'' 10. FILL SLOPES SHALL NOT BE STEEPER THAN 2:1. DAYLIGHT LINE
�
f ° --�� �' �- y 11. ONLY GRADING AND PRIVATE DRAINAGE FACILITIES ARE TO BE CONSTRUCTED
v/ /� �✓ f ° ' L' PER THIS PLAN. ALL OTHER FEATURES ARE SHOWN FOR ILLUSTRATION DIRECTION OF FLOW
PURPOSES ONLY.
12. CUT 400 C.Y., FILL 400 C.Y., IMPORT /EXPORT -0- C.Y. EARTHWORK QUANTITIES ARE HARDSCAPE
ESTIMATES AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. SHRINK OR
SWELL HAS NOT BEEN DETERMINED. CONTRACTOR TO DETERMINE EARTHWORK PVT STORM DRAIN PIPE D-60, SIZE PER PLAN
QUANTITIES FOR PAYMENT INDEPENDENTLY. — — —
1 13. ALL NEWLY CREATED SLOPES SHALL BE HYDROSEEDED OR PLANTED TO PVT STORM DRAIN CLEANOUT = �Q
° // r r J f - r „ -i ' ✓ / - '' _. - </ I i 1 PRO ECT AGAINST EROSION.
12” SQUARE PVT CATCH BASIN & GRATE BY NDS OR EQUIV.)
k�o� .•, � / __,.._._- f J - 4' WIDE PVT TRENCH DRAIN BY NDS (OR EQUIV.)
RIP -RAP ENERGY DISSIPATOR D-40,TYPE 2
%
OWNER
ENCINITAS UNION ELEMENTARY SCHOOL DISTRICT
✓j s / _.M. ---- "'� ~ ^ -- � �
V - D 101 S. RANCHO SANTA FE ROAD
ENCINITAS, CA 92024
/ j{ _ - _ �•_. -._ !' t 944 -4300
.01 Ile
4 X &X67' 70POF 614" - / _ f+�° SITE
OCEAN KNOLL ELEMENTARY SCHOOL
1 / / '' , MELBA ROAD
EN
/// „✓✓ '�.i' � //! ENCINITAS, CA 92024
*� 944-4351
LEGAL L DESCRIPTION
I - NORTH 1/2, SOUTHWEST 1/4, NORTHWEST 1/4, SOUTHWEST 1/4, SECTION 14,
I J / TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN.
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r / "�'-- --_� �"�"� ASSESSORS PARCEL NO.
,\ \ � � / 4 "dU /OE PR /UATETRENCHO/f,4 /N4GRATEBYNOS j..� � - -.,mny 259- 101 -24
FOR EdU / VdLENT�
8 W(TN8 P/l /Uf{TEPVC STORM
u PR /VATE PUC STOR 0,Y41# QELOW @ TOP GRATE 3/G 53. f W xv L
K! ' T/fENCN DR4 /N lGRgTE i <
f +� ; `.� /(/ /� PR /V4TE LONST CyROP TO MA /N � 25 MAX yPAC /NG.
GRAIN WITH /B "COVER !� '�/ / r' '1 gY A104 A104 (AR 69,YM41 eAT) 00/7116 "la Ik'
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X1d5�C04(C. 5"IDEjV4Z f PER G-7
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GLEANOUT /'` ' _ 6 � ` C4 "LONG. OVEF{ "SQNOM /NO ?p
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5 60NCTfETE OUCR 4 SAND MIN.) l &. T14
$TEEL GRATE. TG 3D3 `' / LE 30/� F COMPLETION. MAW / R06Y SANDBAGS, 2 BAGS
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REMOVE 6(1.47 FENCE. CON6TMOCT.VCdV
✓OB NCNMAR/f .TOP Of f /RE HYDRANT I pp+ .__��_—
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REVISIONS APPROVED DATE REFERENCES DATE �NCFi SCAB APPROVALS
SPECIAL DISTRICT mss. r CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. a-
TOP Of6RASSCAP /N COU.VTYMDNUMENTWELL PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED AP OV% PLAN FO
DRAINAGE R
G � MAN O � /NT Of ENC /N /TA6 BLVD 4 HORIZONTAL �' ?0 �� GATE �Z�� I�9 4533 G
RCGOROCD COUNTYD FSAN O /EGO
L BY: �N BY de.Wl HAI&I CUKAIT49Y A
Cal 3/6.49 NONE PA C.E NO
g l /��� E. .: x'/ 10 W94 1040 4WIN /IAS, CA.
VERTICAL DATE: - q 6 DATE: S" 8'`i�
9
DATUM � 419d f GS lfdNDy R B OWN G 30, yG LPN : Z✓ 9 - /0l - 74
E/KiINEfR 0 µ/09K EXP• R-e� WORK PROJECT NO. qJ /lG SHEET if OF I