1991-1287 G (Plans) WORK TO BE DONE
GRADING
GENERAL NOTES GRADING PLAN
THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD THE CURRENT CITY OF ENCINITAS ENGINEERING
DEPARTMENT STANDARD SPECIFICATIONS,
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS,
AND THE STANDARD SPECIFI-
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CATIONS FOR PUBLIC WORKS CONSTRUCTION.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. GRADING SHALL CONSIST OF THE CONSTRU ALL CUTS AND
FILLS SHOWN ON THESE
SPECIFICATIONS. PLANS AND OUTLINED IN THE EARTHWORK SPECIFICIC ATIONS. ALL GRADING DETAILS WILL
BE
IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE.
2. THE SOILS REPORTS TITLED "LIMITED SOIL INVESTIGATION PROPOSED SPORT COURT
SITE 3332 ROCKING HORSE CIRCLE, ENCINITAS, CALIFORNIA" PREPARED BY ALLIED GRADING NOTES LANDSCAPING NOTES
EARTH TECHNOLOGY, INC. DATED MAY 14, 1991 SHALL BE CONSIDERED AS A PART LEGEND REFERENCE SYMBOL QUANTITY
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER
OR UNDER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPAC- THE CITY
ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDI- RETAINING WALL STD DWG C -2 ® 250 S.F.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION TION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS NANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT- REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON PCC DRAINAGE DITCH STD DWG D -75 475 L.F.
OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED
ON ALL SLOPES PRIOR TO OCTOBER
®
IN CONJUNCTION WITH IMPROVEMENT PLANS. MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS 1 OR IMMEDIATELY
UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND RETAINING WALL STD DWG C -9 200 S.F.
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING APRIL 15.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
RIP RAP SPLASH PAD DETAIL SHEET 2 ® 9 S.F.
INTENDED USE.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 2• THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
EARTHWORK QUANTITIES
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND
SHALL
GRADING. TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH EXCAVATION: 1 ,000 C.Y.
FIIJ� 1,000 C.Y.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
SOILS ENGINEER'S CERTIFICATE NOTE: A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT AREA.
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTION- I, ROBERT
CHAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, THE ABOVE QUANTITIES ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY ONLY. THE ENGINEER IS NOT
RESPONSIBLE FOR QUANTITIES USED THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, ABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON
WHICH CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN GRADING CONTRACTOR IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED
RMED
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES MAY 1, 1991 TO COMPLETE THE CONSTRUCTION SHOWN ON THIS PLAN. SHRINKAGE IS NOT
ACCOUNTED
STATE AND FEDRAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL SCARIFIED TO A DEPTH
AND MAY 14, 1991 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS FOR IN QUANTITIES
S
OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONRAC- STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCOR- ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 DANCE WITH SPECIFICATIONS.
P.M. HE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ? DECLARATION OF RESPONSIBLE
CHARGE
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTERS L i► ' "
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIGNED:
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
LOOSENED \
(619) 944 -3374. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED £ ?!1 { I HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
IN ACCORDANCE WITH THE GRADING ORDINANCE. RCE NO.: 24613 1 THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE
/ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, EXP. DATE: 12 -31 -93 CODE, AND
THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE F I UNDERSTAND THAT THE CHECK
OF PROJECT DRAWINGS AND SPECIFICATIONS
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE THE CITY S ENCINITAS IS
CONFINED TO N REVIEW ONLY AND DOES NOT "
RE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. RELIEVE ME, AS ENGINEER OF WORK, OF
REPOSIBILITIES FOR PROJECT DESIGN. lyl ,,
�' CIYI(
RESOURCE DEVELOPMENT CORP.
523 ENCINITAS BLVD, SUITE 204 BRIAN • '':��i
NOTIFICATIONS ENCINITAS CA 92024 a ; 5 ' p=
619 942 -1106 * . s
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON ( ) r�ProtKximal
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ENVIRONMENTAL REVIEW NOTES BY: �T��
DATE: `�� OF
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
BRIAN DONALD, RICE 26175 '"
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 1. THE STEEPEST EXISTING ( %) SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR
IS 15% LICENSE EXPIRES 3/31/94
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CON- 51
TRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 7 FT.
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES THE MAXIMUM VERTICAL HEIGHT OF FILL IS 6 FT.
AND NOTIFICATION OF COMMENCEMENT OF WORK: 3, a: VOLUME OF CUT (FT _ 27,000 FT 50
A. SEWERS - LEUCADIA WATER DISTRICT 753 -0155 AREA OF CUT (FT 19,600 FT 2 = 1.37 FT = AVERAGE DEPTH OF CUT(FT)
OWNERS CERTIFICATE
B. GAS &ELECTRIC - S.D.G.&E. 800 - 422 -4133 b: VOLUME OF FILL (FT _ 27,000 FT3 = 1.66 FT = AVERAGE DEPTH OF FILL (FT) 4J
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 AREA OF FILL (FT 16,300 FT2 IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED
G CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS
D. TELEPHONE - PACIFIC BELL 800 - 422 -4133 WHICH THE DIRECTOR OF THE PUBLIC WORKS DETERMINES ARE
NECESSARY AND
DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
E. CABLE TV - DIMENSION CABLE SERVICES 800 - 422 -4133 EROSION CONTROL NOTES
45
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DEAN MILLER (619)
759 /383 44 I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE
ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 THE I S RUCT10N EXIS PERMIT AND TO PURSUE SUCH 6 W0 K Y ACTIVELY
IS ONA N EVERY
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES SITE V;
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT 46 NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY
OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
(619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES
WHEN
SUBJECT TO REJECTION AND REMOVAL. RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF DEAN MILLER
THE ENGINEERING INSPECTOR.
b9 3332 ROCKING HORSE CIRCLE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES OL DEVICES TO WORKING ORDER TO HAIN, CA 92024
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 54 (619) 759 -1383
4
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORE-
SEEN CIRCUMSTANCES WHICH MAY ARISE. ROAD z
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO F
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
0
CONDITION.
cr
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE LEGAL DESCRIPTION 0
INCORPORATED HEREON. MAP 11809, LOT 44 w
o INDEX MAP
RAND RO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF APN 264 - 292 -08
d
FOR7UNA SLOPE AT THE CONCLUSION OF EACH WORK DAY. SCALE 1" =200' o
SITE
b
t 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH LU
' JACK � •, �y WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PER-
ROAD 250 °
'1 CENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. w
U
O
11th ST LONE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF p,�l� /( F� •. PLAN INDEX
o I
D GRADED SLOPES (90% OF COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE ��`�'� . BRIAN •' c OWNER�PERMITTEE
PREPARED BY: Uj�
STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE SHEET 1 GENERAL NOTES
p' DEAN MILLER RESOURCE DEVELOPMENT CORPORATION
I
DONALD
�P EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT _ No. 28175 i # 3332 ROCKING
HORSE CIRCLE 523 ENCINITAS BLVD, SUITE 204
VICINITY MAP OF CONSERVATION. civlL SHEET 2 GRADING AND DRAINAGE PLAN aCc
NO SCALE ' Pretaalonsl .: <�� OLIVENHAIN, CA 92024 ENCINITAS, CA 92024 z
mil•., �f (619) 759 -1383 (619) 942 -1106 tno
y E .....••• pQ
THIS PLAN IS TO ENSURE COMPLIANCE WITH CITY GRADING ORDINANCE zz
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE REVIEWED BY COMMUNITY DESIGNED BY DRAWN BY APPROVALS CITY
OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0.
w a
IMP PLAN 4574 -1 Description: C OUNTY BENCH MARK IO ,C.007 --CHS DEVELOPMENT DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED
PPROVED GRADING PLAN FOR
GRADING PLAN L1417 SO. IN TOP OF HEADWALL ' / ( / �
D e) DATE: �( BY: -
Location: COR. EL CAMINO DEL NORTE & HORIZONTAL N .A. `• / - - MILLER RESIDENCE 1287 -G
RANCHO SANTA FE ROAD. �,� 26175 S -/� DATE: ENGINEER COUNTY of SAN DIEGO yERT. CONTR. VERTICAL N.A
R.C.E. N o.: DATE: G - 3332 ROCKING HORSE CIRCLE, OLIVENHAIN
Record From: A OVED DA BRIAN DONALD EXP 3/31/94 Rte_ SHEET 1 OF 2 lev: 119.478
Datum:
U.S.C. & G9
WORK
DEVELOPMENT CORPORATION JN91 -23B
EXIST AC
DIKE
I N 3517258" J58 I I ► — I I I 1 5ti� / I I LEGEND
/ FILL AREA
• I I
.: 0 I - - - - -- Rj�--- - - - - -- DAYLIGHT LINE
I I I I { I I I PCC DRAINAGE DITCH
3048
F
I / 1 I I I I l
; } :, RETAINING WALL PER RSD C -2 m
/ I
C-1 1 4 / Rl*RAP SPLA I I \ I I R I I / RETAINING WALL PER RSD C -9
Q Q P4D PER DET 3 IL / I I L / ICON OU � GRA TO I \ o {
0
SHEET �l \ TE YJNOb AVG ry I /
I I I rn NP — — — — — -- P EXISTING CONTOUR 170
/ I PROPOSED CONTOUR
PROPERTY LINE
\ I �� o, ✓/ 1 \ \ \ I 11 I: { I I \ \3 TOP OF WALL TW
I 1 I O 0, / 'X/ / .= ;. 1 :; \ \ \ \ I {. I U I I BOTTOM OF WALL BW
FINISH GROUND FG
FINISH SURFACE FS
FINISH FLOOR FF
'� �' N I I
/ o / EARTH BERM
PROPOSED SPOT ELEVATION it
I r- \ o \ I ( f I EXIST SPOT ELEVATION
13 .�
\ I I EXIST SOLAR ¢ / ST POO 1 I I I co
PANELS TO gT l m \ 30 6 \ 1 I I \ PROPOSED FILL SLOPE
\ \ • � \ I I REMAIN \ JoA\ 30 0 \ I I I I I � I
GRAVEL BAGS o00�
5
\ \ 2 0 doffs ° \ °
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290.0 F \ 1 /NC � MEET �X /STD l ` \ \ l \\ 1 FS ELEV EARTH BERM
\4 '
I.
X0
287
285 EXIST GRADE
\\ \ \ \
\ \\ o O D \\\ \ \ COMPACTED FILL
1-
\ \ \ \ ?8J DETAM EARTH BERM
�o �� \ 12 ROCK EMBE171QED
\
/N CAST -/N -PUCE
7E
DETAINING 5 PROPERLY
WALL \ 9 \ \ .\ \ \ \\ \ \
\ \ \ \ \ / a !::.. ►•:::. :.::'' . ': 4
\ PLR STD bNC C- \ y y o
SEE\DETAIA 7N /S 941WT x ' 91 ' y \ / /\ \\ \ \ \ BACKFILL
\ \ \ \ \ \ /\
VEL BAGS \\ \ \484'50 ` `'
PLACE GT�A \ \ \ \
1 \ \ EA P \ L \ \ \
DljcH FOR \ \DETAIL W/S SH \ 72 \ \ PROPOSED i SECTION
ACROSS \� \
EROSION COH \ \ \ \ \ \ R \ G 1 \ \ 1 \ o R ETAINING WALL 3 1 4
DURING CONS
ON
\ \ \ \ \ \ \ \ EE \ I—
(2VAGS HIGH 69 \ \ \ \ _ _ \ \ \ \ s�' \ \ \ \ APPROVED FILTER FABRIC L jr
J
BOTTOM LAYER HA \ \ \ ' � I 4 ' 1 I F -
BUR /EDP R =J28' \ \ \ \ GI G A5 \ \ \ \ \ ; } 213H OPEN GRADED 1" MAX AGGREGATE
, .....:.:
\ D
�6) L--46.J9' \ \ \ \ 5' MAX
\ S O I 806'15\ 0 0 \� EXIgANG AC � � 5/ GOUN1Y \ \ `\ \ PROPOSED GRADE I I 4" PERFORA7E0
ABS PIPE M /N.
T IN EXIST ` N \ -\ \ �'Cx1 1 12X FALL TO APPROVED OUTLET
w: ' 444..����`�
A N D UnE7
RD�pE p17CH \ \i� /'` pVE E N1s `� \ \ w 1 �:
12 ROff EAMEUXV
P
pIK OPE f0 s _\ \� �� I PR \ \ \ \ o° PROPOSED FOOANC ' ;::::�:;' e:o: IN CAST- /N -PLAC
MR�UGH NIN - 5 EE \ \ \ \
S _ _ - —I- ! \ caws 7F PAD
I I W \ \\ \ I NOTES: a
1. PREFABRICATED DRAINAGE PANELS SUCH AS MIRADRAIN 7000 OR
EQUIVALENT MAY BE USED IN LIEU OF PLACING GRAVEL TO A HEIGHT
- OF 2/3 THE LL ..,.: +::..
\ \ / ( \ TOTAL WA HEIGHT.
N \ �`\ \ \ ^\ \ I I \ 1 a� 2. DRAIN SHOULD BE UNIFORMLY SLOPED AND MUST LEAD TO A POSITIVE
PLAN
.... FNS ., GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY
\ J . 5 . • . iy ; PUMPING.
r BRIAN • • r w
\ \ \ \ \ \ 1 I ( :` DONALD =19= 1• =20' DETAIL — RIP RAP SPLASH PAD
\ \ No. 26175
= * ' EVIL s * ° (NO SCALE)
s :. Professional � = RETAINING WALL DETAIL
is
•• «...•+'EOQF� 0 10 20 30 50 (NO SCALE)
\ 0 (; '. Pat �'' ..., +°
�- � � ,,,, THIS PLAN IS TO ENSURE COMPLIANCE WITH CITY GRADING ORDINANCE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY APPROVALS CITY OF
ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
IMP PLAN 4574 -1 Description: C OUNTY BENCH MARK IO.C.0073 —CHIS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING
PLAN FOR
GRADING PLAN L1417 SO. IN TOP OF HEADWALL ��18 J�
Locatlon: CDR. EL CAMINO DEL NORTE k HORIZONTAL 1 " =20' DATE: BY: BY: CITY ENGINEER MILLER RESIDENCE 1287
—G
RANCHO SANTA FE ROAD. R.C.E. NO.: 26175 DATE: DATE:
Record From: COUNTY OF SAN DIEGO VERT. CONTR. VERTICAL N .A. BRIAN DONALD 3332 ROCKING HORSE CIRCLE,
OLIVENHAIN
Datum:
Elev:
119.478 U.S.C. k GS E 3/31 /94 R.C.E. R.C.E. WORK PROJECT NO. SHEET 2 OF 2
RESOURCE DEVELOPMENT CORPORATION JN91 -23B