1997-5339 G (Plans) ■
1 8" 18" WORK TO BE DONE
GRADING NOTES D. LANDSCAPING LEGEND STANDARD/NOTES SYMBOL
A. GENERAL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO
THE CITY OF ENCINITAS PROPERTY BOUNDARY __ 0
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL 2• FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON
ALL SLOPES PRIOR TO
PAD ELEV. PER PLAN STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF ANY SLOPES GRADED BETWEEN EXISTING CONTOUR - - - -470-- - - C3
OCTOBER 1 AND APRIL 15.
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
c, �,O Q � 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION - PROPOSED E. EROSION CONTROL EXISTING ELEVATION
X 492.3
EARTH BERM BE CONSTRUCTED AT SINGLE - FAMILY RESIDENCE, LOT 2, MAP 13208, LONE HILL ESTATE OLIVENHAIN, 1. IN CASE EMERGENCY WORK
IS REQUIRED, CONTACT CRAIG LEWIS AT 760/414 -6760
CALIFORNIA,, DATED NOVEMBER 18, 1997 SHALL BE CONSIDERED AS A PART OF THIS GRADING
TOP OF FILL SLOPES (TYP) PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
490
� 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL NEW CONTOUR
SPECIFICATIONS CONTAINED IN SAID REPORT. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT
LOCATIONS TO FACILITATE
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT. NEW ELEVATION 4
EARTH BERM DETAIL
SEP ARATE R AP MENT ALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR
MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
N.T.S. � ^� 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER NEW SLOPE ( 2:1 MAX. )
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
PRODUCING
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR RAINFALL.
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY DAYLIGHT LINE
RIP -RAP ENERGY DISSIPATOR PER SDRSD GRADING. BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETED GRADING OPERATION OR
D -40, TYPE 2. USE NO.2 BACKING 12" 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
THICK OVER 12" THICK DECOMPOSED IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE NECESSARY PRECAUTIONS EARTH BLADED SWALE
GRANITE FILTER BLANKET. � REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN
IMPOUNDED WATERS CREATE A
10 ' 7. THE CONTRACTOR SHALL DESIGN,
O� Q \ S\ ,p� llllll! CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, HAZARDOUS CONDITION. �.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN
Q 2 ' STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SHALL BE INCORPORATED HEREON. DIRECTION
OF FLOW
SHEE�OW ��, 11111 PER PLPN 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE 8. GRADED AREAS AROUND
THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
DRp,�N FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
AC PAVEMENT PER PLAN
TO REMAIN slo AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
BE IN PLACE AT THE END OF EACH
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY
EXIST. GRADE , '
' MIN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, PERCENT (40 %). SILT AND OTHER DEBRIS
SHALL BE REMOVED AFTER EACH RAINFALL PRIVATE STORM DRAIN SDRSD D - 60 - - SD -
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE
PLAN SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER
15, THE SLOPES SHALL BE
co (760) 633 -2770. STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF PRIVATE CATCH BASIN
PER PLAN
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
CALIFORNIA
tO CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND DEPARTMENT OF CONSERVATION.
i
12"X12" BROOKS TYPE CATCH i RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE RIP
- RAP ENERGY DISSIPATOR SDRSD D - 40, TYPE 2 BASIN WITH STEEL GRATE & DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
SOILS ENGINEERS CERTIFICATE
NAyA SIA14RANET, A REGISTERED GEOTHECHNICAL ENGINEER IN THE STATE OF
NO BOTTOM. ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I, VIT
N0� 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, SAND BAGS PER PLAN
3/4" GRAVEL WRAPPED IN CONTINUOUS MAINTENANCE OF FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED HEREBY CERTIFY
THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT
THE CATCH BASIN SHOULD BE CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0.5339 -G WITHIN THIS SITE WAS MADE BY
ME OR UNDER MY DIRECTION ON NOVEMBER 18, 1997
FILTER FABRIC PERFORMED BY THE PROPERTY HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING ONE COMPLETE COPY OF
THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY STONE -LINED SWALE (SEE DETAIL 'C', SHEET 1) �►► �►
OWNER TO AVOID BUILD UP OF PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY ENGINEER.
SILT OVER THE GRAVEL & TO BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES FURTHERMORE, I HAVE REVIEWED THESE
GRADING PLANS AND CERTIFY THE
MAINTAIN THE THE
SUCH GRADING OPERATION. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN QR )FES
CLEARANCES SHOWN HEREON. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SINS
B. NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SIGNED: V DATE: �Z - -9 7 �.�
- - -- - - ------------- - - - - -- -- - --- 7 - 782 k PERMITTEE
PRIVATE STORM DRAIN OUTLET DETAIL SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO RCE NO.: GEi_Z�
cr- Exp. 12 -31 -01
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN EXP. DATE: _/2 3 %-_
N.T.S. B ON THESE PLANS, HOWEVER: - ------- --- - - - - -- * CFO Q� E.M. BRYLOR COMPANY
9 TFC�,� ��Q� P.O. BOX 967
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT DECLARATION OF RESPONSIBLE CHARGE QFCALIF�� MANHATTAN BEACH,
CA., 90267
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
5 9 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK
FOR THIS PROJECT, THAT I HAVE ASSESSORS PARCEL NUMBER
OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
AS DEFINED IN 264 - 451 - 19
kt 12" 18" 18" 12" UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND
THAT THE DESIGN IS
SEWER ( 64 601ff 5ANlrAT10N OlbrRIC (160) 633 2180 CONSISTENT WITH CURRENT STANDARDS.
LEGAL DESCRIPTION
ASPHALT CONCRETE DRIVEWAY & SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY THE CITY LOT 2, MAP NO. 13208
BASE PER PLAN WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) (760) 753 -6466 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
NOT RELIEVE ME, AS ENGINEER
PACIFIC BELL 1- 800 - 422 -4133 OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
I 2% CABLE TV (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER' SOWARDS AND BROWN ENGINEERING, INC.
S OFFICE 48 HOURS PRIOR TO 2187 NEWCASTLE AVE., SUITE 103
Q. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 CARDIFF BY THE SEA, CA 92007
°' Cf. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: slo*
(
760 ) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
BY__ - - -- 9 - - - - -- DATE _ ���Zz�!--- - - ---� 2
STONED LINED EARTH BLADED SWALE. C. GRADING RANDY R. BRO N RCE 36190 � N�. 36190 rn
USE NATIVE STONES 6" DIA. MIN.,12" 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
Exp.6/30/00
DEEP UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY�Q��, \�oQ`��
FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT Of CA`
STONE - LINED SWALE INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN OWNERS CERTIFICATE
C HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE
N.T.S. WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER OR GEOLOGIST HAS BEEN
ARE ACCEPTABLE FOR THEIR INTENDED USE. OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE COMPACTION AND STABILITY OF THE SITE.
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
`92 WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE e 7
� � E COURT A EAS TIMEEASDPERMANEN RE
DRAINAGE AND EROSION CONTRESHLY GRADED .�.� �� •v���t»r
LONE OL MEASURES s - TAW k#FOLtt 1:;oR„
HAVE BEEN INSTALLED. BY__.!''L•$R - �! .________________ DATE _ r Z ?_q�
DOVE HOLLOW 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
ROAD PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND
ITE OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
p, UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ENVIRONMENTAL REVIEW NOTES
FpFt�vG REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 1. EARTHWORK QUANTITIES
Q R p,N SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CUT 3640 C.Y.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE FILL 3270 C.Y.
JACK SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EXPORT 370 C.Y.
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING
IS TO OCCUR IS 50%
AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE 3. MAXIMUM VERTICAL DEPTH OF CUT IS 12 FEET.
Q CONE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING MAXIMUM VERTICAL DEPTH OF FILL IS 10 FEET.
Z v ORDINANCE. 0
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 4. VOLUME OF CUT 98,280 CU. FT. 4.7 FEET AVERAGE
DEPTH OF CUT Z
o D C AM//v PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE AREA OF CUT 20,774 SQ. FT.
No THE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE >ac
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED VOLUME OF FILL 88,290 CU. FT.
VICINITY MAP FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH AREA OF CUT 23,212SQ. FT. 3.8 FEET
AVERAGE DEPT OF FILL ? o
MATERIAL. 0 Q O
N.T.S. W U �
Z
a�
OLIVENHAIN MUNICIPAL WATER DIST. FIRE DEPARTMENT N
m
c < J
W
W W ~
Z p
r �
\ � .. k NU
p� l
DEPARTMENT
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP DESIGN BY DRAWN BY CHECKED BY
T vs RP CITY ❑ I ENCINITAS C I N I T A RRB APPROVALS S ENGINEERING
D R A W N G N
PERM /T F / Nr1 L 2 - 5' - 99 SAN DIEGO COUNTY BENCH MARK 'oc - 003 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
GRADING &EROSION CONT CHISLED SQUARE IN TOP OF HEADWALL HORIZONTAL : NONE L PLAN FOR:
LOCATED AT SOUTHWEST CORNER q 5339
EL CAMINO DEL NORTE & RANCHO DATE : / Z
SANTA FE ROAD VERTICAL : NONE �.,�,�- z d 7 1 U41 lvqldg
RECORD FROM COUNTY OF SAN DIEGO 5�� R.C.E. N0. : 36190
,
ELEV : 119.476 DATUM RA DY R. ROWN
USC & GS BY � BY A. p A/. ?64 -4-91- 19
ENGINEER F WORK EXP. 6/3000 DATE DATE - 14q -
C: \AROMY \97093SH3.DWG JOB N0. 97 -093 SHEET 1 OF 2
EXIST. PRIVATE ROAD EASEMENT AS DESIGNATED & EXIST. SEWER EASEMENT GRANTED TO
c y> DELINEATED ON MAP N0. 13208
r� 1 \\ r- �-� r �� p CA SANITATION DISTRICT & INCIDENTAL Q
J J �� r11= J J ��p -_ EXIST. EASEMENT IN FAVOR OF PAC FIC TELE HONE PURPOSES AS DELINEATED & DESIGNATED ON
/ / ! X 450.73 \ 0�"v vV` Vt. \ 454. TELEGRAPH CO \BY INSTRUMENT REC\11/7/95, AS FILE. \ MAP'NO. 13208
52_ �� \ <� - - 0. 1995-50562Q OF O.R. \ \ \ I Q
\
EXIST./ DRIVEWAY OPENING, �� X `- � � \ \ XIST. W�TER EASEMENT GRANTED TO OLIVENHAIN
y TO REMAIN/ MATCH EXIS . ' � � � 450.51 A 222 BERM � 458.8 \ �UUNICIPAL WATER DISTRICT & INCIDENTAL PURPOSES
/ / \ P�/EMEN EDGE. WAT_ MET w� AC 1 - - X \ AS`f�DELINEATED &DESIGNATED ON MAP N0. 13208
\� �� BONE - SE"OECIAL NOTE 0. 5 I _ R _ 1 �- \ \
9.0
45 o � X 4� ZOp.O� - „ L - 1 22 .71 ' w ATE) Exls - _ _ _ EXIST. EASEMENT FOR UNDERGROUND ELECTRIC FACILITIES,
X • � „ / R� • �� 5 - WgTE MA �C BER - wM \ UNDERGROUND COMMUNICATION FACILITIES & PIPELINES
Pd� 4�'0 X2.87 / 448.61 e1 t a - 35 �s ELECT. TR N FORM R I S TE PED. 1 �_ IN I S , \ TOGETHER
WITH THE RIGHT OF INGRESS THERETO &
0 CABLE PED� IV ° ' ^rE �-� PURPOSES IN FAVOR
i
'00 AC BE _ \ S�
_ EGRESS THEREFROM & INCIDENTAL
�,/ 449 1�� ST Pc Z �q, H.P 4 � 449.65 - e 45' 8 z-� Ex�� sEw 3 3 =" i 7�_ w I I 466.bU OF SAN DIEGO GAS
& ELECTRIC CO., A CORPORATION
i Gj X % ` S a S- ER MAIN 2 �� - � CO R r - -
V) � 1 , , � �� 451.4 x I � � � \ -x� � _ - � � �� _ I ,�; � �� w REC. AUGUST 31, 1995 AS FILE N0. 1995
- 0386941 OF
WV 448.08 i �Rf ��� / \''N LL - -iI ~STONE WALL � � _ AC �ERM S � I� XIS E T AC �" OFFICIAL RECORDS.
2 -WM'S / \ M - rAVEMENT n
(_ - - \\� L STONED LINED RTH BLADE I J
4 i �� LE. S EE X DE�T�I C, \ \\ - i �S o � .`
�/ I i �� s \� SHEE 453.0 \ \ \ ` ���g, �� 402 SPECIAL NOTES.
144 WU
448.75
/ AC 447.34 i \ma \ \ �\ t\ \ X462.\ �', 1 / 472.24 S.
/ PAVEMENT f ��' i� \ DAYLI,GHT LINE \ \ \ EAf�TH BLADED I - 1. ASPHALT CONCRETE PAVEMENT
AREAS TO BE 4" THICK OVER 6" CLASS II
� \\ \� \ �\ \ �, \ ��� � \ - -
446.33r ROCK �wALE ` \ ` SWA� TYP Q 471.7 N �o BASE (MIN). SOIL ENGINEER TO DETERMINE
EXACT SECTION BASED ON R
X S _ 442.4 00 // II 6' \ o „ \M VALUE TESTS.
47.92 - / X st� 44 '6� °''�/ o\ ` \ DAYLI T LINE �� \ �\ 2. EXTERIOR CONCRETE SLABS TO BE 4"
THICK (MIN) MIN OVER 6" SAND WITH 3
/
S x ` ! �\ 2� �wQ�\ C, h \ 2'� \ �\ \ BARS ® 18" 0/C EACH WAY AT MID -SLAB HEIGHT.JOINTS
PER SOILS ENGINEER.
EXIST. SEWER MAIN / 44 .16 �\ � �� \ h 465.0 \
ms
EXISTING SEWER EASEMENT GRANTED AQ / \� \1► 455.8 \ \ � X/9 3. ' UNLESS�OTHERWISE NOTED, CATCH BASINS
TO BE 12" X 12" CONCRETE
;�� \\ _ \ \
TO THE CARDIFF SANITATION DISTRICT �`L ��\ \ \ C VM' A �°\ \ BROOKS TYPE WITH STEEL GRATE.
PER MAP NO. 13208. ��' \� 6 \ 5.
a 439.89 \ 0 - - _y` \ \ \ �.� I 4. USE PVC (SDR 35 MIN) STORM DRAIN PIPE OF THE SIZE & SLOPE
AS
I - - 0• INDICATED PER PLAN
/ X EXIST SEWER C. 0. (IE
AA 43) \ ` 4�. \ \ 4 3. \ \ 460. \ \,\ 468 TEMPORARY EROSION CONTROL
440.5 IAL NOTE NO. 444.3 3 \ ° \ \ AROUND CATCH BASINS. USE 1
SEE SP
� � \ \ 5. CONNECT TO EXISTING WATER METER IN LONE HILL ESTATES COURT &
439.5 \ \ \ \ �.�' \ \ \ (ONE) ROW SANDBAGS, 2 (TWO) EXTEND NEW WATER SERVICE TO MAIN
RESIDENCE WITH 24" COVER MIN. & AS
` �° \ e +\ A \ 'sr �, A� \ \ BA. (TYP.
�� \ - 4 I ii / -90 LF 6C BERM GS HIGH STAGGEREDER SDRSD \ \� I� - A�L CATCH BASINS)
REQUIRED BY THE CITY OF ENCINITAS.
\ EARTH BLADED 0E I ��5, TYPE B \ \ \ \ 1 \\ 6. CONNECT TO EXISTING SEWER CLEANOUT NEAR NORTHWEST
CORNER OF PROPERTY &
DAYLIGHNE \ "-,EARTH ( TYP ) '� �� C� \ \ �0 6 k,. \ \ EXTEND NEW SEWER LATERAL TO MAIN RESIDENCE
WITH 4" PVC (SDR -35 MIN)
EXISTING PUBLIC SEWER EASEMENT GRANTED l `J ✓` `'- / 1 \ o J \ \ \ \ AT 2% SLOPE (MIN) & AS
REQUIRED BY THE CITY OF ENCINITAS.
TO THE CARDIFF SANITATION DISTRICT PER f - = h N. `�C.0. m o e p \ \ h \ g0 R \ \ 7.
THE FOLLOWING EASEMENTS HAVE NO LOCATION SETFORTH & THEREFORE
DOCUMENT NO. 1992 - 0343259 RECORDED Z 1 - 438 - - � � l FL 442.0 Q a. �� �` � \\ �'( 4 �° \ \ \
CAN NOT BE PLOTTED:
JUNE 3,1992. j 4�9 9 � \ '
j / � / 10 \� �� .�.- ��° \ 715, AC PVM , �\ 44 \ \ 4 � A. AN ESM T. &RIGHT OF WAY FOR
ROAD &PUBLIC UTILITY &INCIDENTAL
LIMITS OF 437.7 -'� / \ _ I PURPOSES AS GRANTED BY INSTRUMENT REC. 4/29/63 AS FILE NO. 73148
r� \ I�
O O„ � ROCK -PILE � P.O .C. SEWER 441.1 x 6 \ I l 4'45 - ° EARTH BLADED OF O.R.
438.40 18 �E 4 � 9 ' �� 5 \ Jv N 0�-R ~' SWALE B. THE RIGHT AND PRIVILEGE TO PLACE AND
MAINTAIN AN ANCHOR TO SUPPORT
.� J '� \ ��p � (TYP)
p� 16 s \ ,� A LINE OF POLES AND WIRES AND INCIDENTAL PURPOSES TOGETHER WITH THE
- - 436 - _ I \ AQ' C O CO 19 �0 �'` RIGHT OF INGRESS AND EGRESS IN FAVOR OF SAN
DIEGO GAS AND ELECTRIC
COMPANY BY INSTRUMENT RECORDED MAY 27, 1992 AS FILE NO. 1992 - 0320597
49.6 \\ \ OF OFFICIAL RECORDS.
Ilk C. AN EASEMENT FOR POLES, WIRES, CABLES AND APPURTENANCES FOR
(T P) 3 0 \ A , \ \ �` \ \ R � � C� � 56� j THE TRANSMISSION AND DISTRIBUTION OF ELECTRICITY,
UNDERGROUND
\ 4f p � 4 FACILITIES AND APPURTENANCES FOR THE TRANSMISSION AND
�I 1 \ _ N \ �� 4��� DISTRIBUTION OF ELECTRICITY, PIPELINES AND APPURTENANCES FOR
p 'FQ �� 44 \�43 \ y '3 SETBACK ANY AND ALL PURPOSES, COMMUNICATION FACILITIES, OVERHEAD AND
I 4 _ FC44 _ - �� Stns FNC �� ��, \ \ • 8 �I\ \ - OR UNDERGROUND AND APPURTENANCES,
TOGETHER WITH THE RIGHT
1£43 ��� •Q A� F �\ \� 4��`� \ \ 4 ��0 OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES IN FAVOR
OF
C
N / / _ \ 3 R 4L SAN DIEGO GAS & ELECTRIC COMPANY, A CORPORATION, RECORDED
X \ \ \�� \ �\ 5 .8 SEPTEMBER 10, 1992 AS FILE NO. 1992 - 0574555 OF OFFICIAL RECORDS.
/� ( / 432 \� O � / `� �° 437.4 \ \ \ `' I = \ D. AN EASEMENT FOR UNDERGROUND ELECTRIC
FACILITIES, UNDERGROUND
COMMUNICATION FACILITIES AND PIPELINES TOGETHER WITH THE RIGHT
LIMITS OF / 4 4 \ \ \ \ (/) OF INGRESS THERETO AND EGRESS THEREFROM AND INCIDENTAL PURPOSES
ROCK -PILE , / \ _ � ° A \ ���p \ �° \ \\ \ X 448.5 \ G O IN FAVOR OF SAN DIEGO
GAS AN ELECTRIC COMPANY, A CORPORATION
RECORDED AUGUST 31, 1995 AS FILE NO. 1995 - 0386941 OF OFFICIAL RECORDS.
I / N �5D /�/ \\ I 5' to �� \ \ �\ \ � E. AN EASEMENT AGREEMENT DATED APRIL 2, 1992, UPON
THE TERMS, COVENANTS,
cy AND CONDITIONS CONTAINED THEREIN.
W EXECUTED BY AND BETWEEN: TAMI S. AUERBACH, TRUSTEE OF THE TAMI SUE
AUERBACH REVOCABLE TRUST U /T /D SEPTEMBER 6,
cn
SCALE 1 = 20 �' �/ o Ft 44" \/ \ EARTH BLADE \ \ 1989 AS AMENDED AND GARY L. BUKAMIER.
( i \ 4 6 1 `� � " X1 8 8' � \ SWALE (TYP) r'1
18 REC.. APRIL 17,1992 AS FILE NO. 1992 - 0225950 OF OFFICIAL RECORDS.
I CONC. BR�50KS \ �, \
429'.3�� \)� ° \ TYPE CA BASIN IITH \ �� \
� \ 4 8 43 0 \ \ STEEL GRATE \ \ \\ ���\ / X 00
��e \ \1 LOT Aj1A_P - 13208
1 427.6 LINE
420.3 I I I \ \ \ \` \�
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420- - - - IDAYL�GHT INE \ ii 1 0 p� ®\ \\ \ 37 00 \
�� rn / / / - 1 I I \ � \\ \ \
I TEMPORARY tR SON CONTROL A>
Q I // AROUND C;6 C A,�SIf�S. USE\1
418- - I'E
\\ �� F�T \ \\
I J / O S N�DBUS,\ 2 (TWO � o \ \
j 417.4 BAGS HIG ST Gb FEED. \(TYP. \ �043�200\ DAYLIG
\ \ \ \ \ \ I
� ( ALL CAT H BASINS \ \ \ 429 �• \ \ cA \ \ \ \
/ 416 - 1 \ \ \ \ \ A \ \ \ y
0 / I I \ rn EA TH BLADED \
4 -RAIP EN�RGY DIS JIPA OR PER RSD Q
/ D -1-40, TYPE 2, USE NO 2PACKING 1 \ X 431.0 \ SWA E (TYP) \ \ \\
I / 414 -� THICK 'VERI 12" ITHICI� DECOMPOSED \ �, \ \ \ \ x 442.3 I
00 I G ANITE FILITER 8LAN ET.
F-
L 412. o f f I I I V A W V \ \ \
CD \
W \ 445.4 X
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cn -i �/ / / // EXIT. OPEN HAU4 EASEMENT \ \ \ \
I N / / DEPICA7D P R M P NO. 16913.
LL / / I �' \ \ \\ \\ \\ \ \ \\ EXISTING PRIVATE ROAD AND UTILITY EASEMENT
422 z
o I 1 I J 1 \ \ \ \ \ \ \ RECORDED DECEMBER 31,1971 AS FILE NO. 306530
I a_ I I o \ \ \ \ \ EXISTING PUBLIC REOPEATION TRAM OF OFFICIAL RECORDS.
1 / / 1 I co \ EASEMEN PER MAP � O- 13208 I EXISTING PRIVATE ROAD AND UTILITY EASEMENT
I J I ' / I C O `_ \ \ \ \ \ x 434.4 RECORDED SEPTEMBER 22,1975 AS FILE NO. 75- 256830
OF OFFICIAL RECORDS.
Z
�� -� \ I I I I I 44
406 .6 I / I \ \ �-
EXIST. EASEMENT FOR CONSTRUCTION, I I / I ( X x 421.0 \ \ \ I I I wo
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REPAIR, MAINTENANCE, AND USE OF 447.3 I �\ x1
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ACCESS ROAD AND INCIDENTAL PURPOSES 420.1 - . \ \ \ 1 1 I I� R• atn
IN FAVOR OF CARDIFF SANITATION DISTRICT, 416.2 I \ I \� g Q� �ZZ Z ZdCD
REC. JUNE 3, 1992 AS FILE N0. 1992- \ 422.1 �- "1 -- o 44. r^ w
r a
\ 1 / '
415.2 DIRT ROA �
0343262 OF OFFICIAL RECORDS. I / I X \ DIRT ROAD I / / / 433.3 9 \� oa �
,gr30/0 "� Nn
432.0 440.2
,�` � 447.5 I � EXp _j � 414.9
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\ \ ° , „ ,
�� °�� �T O 1 \ \ N 89 15 01 W 293 .59 EXIST. EASEMENT FOR RECREATIONAL TRAILS &INCIDENTAL PURPOSES
�,�jF \`tR�l �
ST U
0 I FH °00 1 IN FAVOR OF THE CITY OF ENCINITAS, REC. MAY 7, 1996 AS FILE NO. 1996- ®F Ca `
"
POST _ 0230536 OF OFFICIAL RECORDS.
J J l �� J ���� J 1 4 J W J 1 �J' J[ ,✓ �J� � J J �� J W
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGN BY DRAWN BY CHECKED BY vs RP RRB
APPROVALS CITY El ENCINITAS ENGINEERING DEPARTMENT DRAWING
PERM /T FiN - Z SAN DIEGO COUNTY BENCH MARK 'oC - 0073' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING
& EROSION CONTROL PLAN FOR:
ED SQUARE IN TOP OF HEADWALL HORIZONTAL 1 " = 20'
LOCATED OT 2, MAP 13208 53%39 G
LOCATED AT SOUTHWEST CORNER DATE LZI
EL CAMINO DEL NORTE & RANCHO VERTICAL NONE
SANTA FE ROAD. R.C.E. NO. : 36190 ✓y{
RECORD FROM COUNTY OF SAN DIEGO RANDY R. OROWN BY : /'• C BY : A.P.N 264 - 451 -19
ELEV : 119.476 DATUM : USC & GS ENGINEER OF WORK EXP. 6/30/00 DATE I �9 -aq' DATE
JOB N0. 97 -093 [ SHEET 2 2
C- \AROMY\97093SH ?_DWG