1998-5491 G (Plans) r
WORK TO BE DONE: LEGEND
GRADING
A. GENER7IL C. GRADING SOILS ENGINEER'S CERTIFICATE ITEM STD. DWG. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I,
A.R. BARRY A REGISTERED CIVIL ENGINEER IN THE
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF CUT SLOPE (2 :1`MAX.)- -------- -- - - - - y CUT IJ 2'/
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND APPLIED
SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF (DASHED = EXIWH - - ST
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS M�DE BY ME OR FILL SLOPE (2:1 MAX.) ------------------- F /LL y ,e /
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
UNDER MY DIRECTION BETWEEN THE DATES 3 -1- 89 AND, I - 89
REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM
THIS STUDY
AND TESTS WERE M STUDY BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS PROPERTY
�IE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
2. THE SOILS REPORT TITLED SEE BELOW PREPARED BY SOUTHERN CAL /F' OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
$011. 3 CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS f TESUM6 DATED. 5-
-89 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS EASEMENT
LMME - --
---------------
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SPECIFICATIONS. SEE UPDATE LETTERDAT &D: EXISTING CONTOUR
---------- - - - - -- / 40
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
An
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED:
DATE: 1
- ---- - - - - -- - - --
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO -
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS A.
R. B R (a0 -E)
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: G.E. 119 EXP. DATE 'pOFESS/ EXISTING
GRADE- ------------ - - - - -- ►�
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. �� 0tc�I R.ga_ dy 40.2
H GOO1- 9 MN
W �'� �= FSHGRADE . ------- - - - - -- -�
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
w � m
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL �I ExP.
3 /31 /c2 DRAINAGE SWALE (/% MINJ- - - - -- - - --
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON. WHICH THE FILL IS TO BE PLACED. DECLARATION OF RESPONSIBLE CH v uFp4a
DAYLITE LINE - - - -- ---- - - -- --
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE I HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT 64RT,4EN DITCf{ PER DETA /L i4 ,PLMT.I
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
09'11 (A.Yi D6-7
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. R /PRAP SDRSD D -40
DEVICES, INCLUDING SHORINQ', AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED BY THE
CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT CONCRETE ,BROW D/rCI-1 SORSD 0 -75
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR PROJECT SANDBAGS
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SUES WHICH ARE LIABLE TO BECOME LOOSENED
A. !O'WIDE'COAC CROSS GUT7ER G_ /3
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. )THE TOE AND TOP OF ALL SLOPES THE LARET
COMPANY
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5708 Calzada Del
Bosque
RECOGNIZED HOLIDAYS- P.O. Box 9661
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL Rancho Santa Fe, CA 92067s��
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE (619)
756- a
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
CITY INSPECTOR , CIVIL ENGINEER SOILS ENGINEER GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
QR
pFESSI
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER BY:
! DATE: \ r0 �
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. .T S A. LARE
R. / qH � F
ti i c
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LUMSCAPING RCE NO.: 29375 EXP. DATE
3 -31 -99 0 N0.33220 m R
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL EXP 630-02 A
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
'l/J�/c@ * CIV11- �*
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM'TO THE �
By. DATE: / L f� gTF OFCAL� ENGNEBM
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
REGARDS TO THE HAULING OPERATION.
IRRIGATION STANDARDS. 1525 S. ESMNDmD BL VD, SURE A
6COND100, G 92025
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
(760) 741 -0533 R.C.E. NO. 33220 EXP. DATE: 6 - 30 - 02
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY OWNER'S CERTIFICATE
OWNER & PERMITTEE
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
UNDER PERMIT NO. 5491 -G HAS BEEN PERFORMED IN SUBSTANTIAL F BETTY BROWN SIMM, r7USTEE or THE EiETTr 6PnWN
S /MM
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E. EROSION CONTROL I (WE) HEREBY CERTIFY THAT
A REGISTERED SOILS ENGINEER OR GEOLOGIST TeU,ST U. TO. NOV 7 1966
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL ,GRADING
ACTIVITY P. O BOX 2/67
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BETTY SIMM AND ADVISE ON
THE COMPACTION AND STABILITY OF THE SITE. RANCHO SANTA FE, CA. 92067
OPERATION. AT (7fo0) 436 -1Io34
(760) 436 -/G34
B. NOTIFICATIONS 2 . EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2 '--Y j � DATE:
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY BETTY BROWN SIMM SITE ADDRESS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. APN 262 - 061 -73
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SOUTH SIDE OFMAA101ESTE•R AVE.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF THE ENGINEERING INSPECTOR. 1.300 -*
E'LY OFMANCHESTERAVE.
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
LEGAL DESCRIPTION:
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL.
NOTIFICATION OF COMMENCEMENT OF WO RK. � POR OF T96 SW% OF THE SE %4 SECT. 24 f
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL POR OF THE EAST %2 ar - SE % 4 OFTNE s&P4'
OFSECT. 24
A. SEWERS - CARDIFF SANITAT /ON (760) 633- 2770 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED \ ALL
/A/ T I3 S R4 W, S 0. M. /N T�1E CITY OF ENCINITAS.
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. l
B. GAS & ELECTRIC - 800/422 -4133
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY �
C. WATER - O.M.W.D. (740) 783-6466 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED ZMIAI I 3'MIN,
WATERS CREATE A HAZARDOUS CONDITION.
D. TELEPHONE - 800/422 -4133 - PACIFIC BELL
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING /PF
E. CABLE TV - AI /A PLAN SHALL BE INCORPORATED HEREON. Z
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM o
m
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. �1��IA1�
A Q
L IVvI1V1 IP•\J �(j
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 740 /633 - 2770 r
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT v c1 g
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
Q LL
INSPECTION. PHONE: 760 /633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL
UNL /NED BROW O /TCN W
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED AFTER EACH RAINFALL. DETAIL aA " EAI
CIAIlTAS 6 ✓O. o
SEE NOTE "2 "UNDER GENERAL NOTES: 10 . SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE NO SCALE
EFFECTIVE COVERAGE OF GRADED SLOPES (90$ COVERAGE) PRIOR TO
SO /LSREPORT ENT ?LEO "REPORT OFGEOrE'CWA11C4L .�9 c
!A/YESTI6Ar /ON PROPOSED CHURCH f'RES /DENT /AL SITE NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
MANCHESTER AVE. EA/C/NMTAS CALIFORNM" INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND Q
S� O� �° o
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF \' �ta�' j
CONSERVATION. W �P� LP 65.
ENVIRONMENTAL DATA: �
EARTHWORK: a Li
1) Steepest Existing Natural Slope On -Site = 407, ac
CUT_. 2800 - + C.Y. LA OR /LLA Q
s
21 Maximum Vertical Depth of Cut = 4" FILL= 2800 ± C.Y. �$ A. R � z
IMPORT /EXPORT $ C.Y. �' z ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL W.D. SAN DIEGO COUNTY HEALTH DEPT.
3) Ma ximum. Vertical Depth of Fill = 7' " O
Na Q93T5 REVIEWED BY: REVIEWED BY : (j) Z
4 a Avera Depth of Cut - 2.2± - ' 2800 CYx 27Ff3 /CY EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS D k
LU (j) g P - ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL J� �Q _ � W
34,336 Fitz QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE OR AND r 4 01V1\-
�± 3 SWELLING FACTORS. / pf OF 0P` \� 1{ ( k I / TH. BROS. z (Y Z
5) Average Depth of Fill = 2.7 26100Crx 27Ff / Cr i i�V1 � BY: VICINITY MAP:
28,000 F12 5 -2 g_ q 9w DATE NO SC81e z 0 O
Z 0 _
REVISIONS APPROVED DATE REFERENCES DATE BIENIOIJ MAW SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITA$ ENGINE
RING DEPARTMENT DRAWING NO. L1J Q
REV /SE-PAD DITCH SLOPE G
1 =RM /T /N �- TOP 'a "IRON PIPE ATSN! PROP. REVIEWED E3Y LANS PR ED UNDER SUPERVISION OF RECD M ED A OV
D GRADING PLANS FOR:
LOCAr/ONS, ACCESS ROADS CORNER - TOP ELEV. = 375 " /
REVISE E.O.W. HORIZONTAL I = 40 / � DATE : � BY: �n By �J4�/ 1 -
_ EQUESTRIAN STABLES & RIDING RING
DATUM :MEAN SEA LEVEL VERTICAL / G�' -ZS� R.C.E. N0. 29375 DATE: DATE:
DATE ENGINEER WORK PROJECT N CDP /MIN 98-084 SHEET 1 OF 2
J AMES A. LAR T EXP. 3-31 -99 JN - 719
P 11245 SCALE: 1'°-40'
PCL l M. 0' 40' 160'
�\ (N 0'19 /I" 550.52'\ I \
\' \ I \ \\ \ \ X22• BERM I' EL SEIOWAI
\ \ ON PLANS
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B NCH M� K \ \ A(IAO
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S EARTHEN BERM
NO SCALE
3 DAG I/IG// (AfAX.
,�--
\ d o�G�, o� NOTE LOWER B.IG ROW TO BE
o BURIED 6 41111 GRADE
2�O TEMPORARY SAND BA
NO SCALE G
\ r 1 \ \ 4 ADDITIONAL NOTES
\ St ��9 c� 1 . JUTE MATT /1
I c'S� .9J l \ \\ ,�, /NG, YDROSEED/NG, OAP .9- / A EA APPROVED
EOUII T
\ \ \ I 6(1.37. PUBS / NT T1J BE /NS .41LE0
Cp \ �� _/
D. BR /406'�50 D• / 1 /53 `� 2. TOPS OF AL SLOPES O &E /
p� 1 I O AR J _ —� \ �- / TRENCHED TO PREVE� WA EKED OR
W \ \ BO — �k NT R FROM
1 \/AR UND \ J _� US T /M ATE R /G//T OF GYA Y MA E R( j FLOW /NG OVER TA1E CRESTS OF SLOPES.
I W RE ESlDENTIAL PAD
(FU � � A1�E_P_E'R 6tEiIlEB�4L PLA /0'W Q/-
/ - / CR SS t SS 1 a 7i�
GUTTER PE 0 ,POAD W /TN 6 °�D.G.IDE AC S , /G Q SAND BAG DETAIL
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\ \ I DI H z. ; �� N NO SCALE
� \\ 1 / / _/ �/ / 3% •� � � O ff/
V \\ I% � /
v v I o °c
4 1ABL � rn
APPROX. LOCATION E.CIST. 30 "
SAN DIEGO /TD WATER DISTR /CT
WATER MANN EXIST. EASEMENT Su °
T /EGUITO !RR /G. D /STRICT ��- \ \ \ —� / / �— 1 • O
O SAN D \
PER DX. ,?SC. 3-17 -50 /N BK 3 -V3,
PAGE 353 OF O.R.
(NO WIDTH SPECIFIED) \ \ \ \\ \ � � P ti ��• \ v ` SIENNA CANYON DR.
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\ \ \ \ RI IV V \ \ E,UST. /MP/?OI/EMENTS
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APPROX. /00 YEAR FSOAD \ /
L./Mlrs ,� cA E UIP N SHED
?62 �,. PAD EL.= 554 Q
\ \ a \
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\ \�\ ATc A'A \ FARM EMPLOYEE HOM
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�` �� \ -- \ Q \ �o PAD El- 550
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MAP 11055 �_ f �\ E- CKIN 5
1 \ J N` BA G \ 1
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c DIrcN �t�q .� \MOBILE OME R . /g '� 5 S PER 0-75
zo' /0' 25' /0' D� \ �� PAD EL.= $ � _ �SEEDETA /L 'A "Sf�/EET I) Z
,Q \ S S l5' e' ti S 5 S _ S N. E� 1ST /2NSTEEL WQTEX —
W I C9 k \ (N 0 3'03" \ -= \48 -)
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0 ? _ APPROX, L� CATION OF EXC/ST. \ ) z
�a -t q \ /5'PUBL /C ER SEM T Z
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2 ti. A
SECTION A A � � \ v - �� P �oR � � � w � � � � �i Z
NO SCALE \ �g A. \ z� �\ W
SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT E t�j / / W
Na 3T6 "
X n
Exp.3- In Q '� Q
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REIVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DRAM BY CHECKED er APPROVALS
CITY OF ENCINATAS ENGINEERING DEPARTMENT DRAWING N0. Z � P. J. LAR T
t. RfVISE PAD DITCH SLOPE E M/ N TOP l'4 "IRON PIPE AT S.IY PROP. , PI PREP9RE UNDER SUPERVISION OF: RECOMMENDED APPi D GRADING
PLANS FOR Z
LOCAT/ONS ACCESSROA05 CORNER HORIZONTAL 1 - DATE:: 4 -1 -98 BY. ,, gY: . Ld
REVISE £.O• W. - z z
5 4 1- G w LEI
TOP ELEV. c 37 DATE: /''� ` - ``"- j .° - EQUESTRIAN STABLES & RIDING RING
R.C.E. NO.: 29375 T -- ( L l q
VERTICAL - ENGINE ���° DATE: —'� —�- Z O
JAMES A. LARET EXP. 3-31 -99 WORK PROJECT NO. CDP MIN 98 -084 SHEET 2 OF 2 w a
JN-719