1997-5277 G (Plans) 1 8" 18" WORK TO BE DONE b
GRADING NOTES D. LANDSCAPING LEGEND STANDARD/NOTES SYMBOL
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
A. GENERAL APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TOTE CITY OF ENCINITAS PROPERTY BOUNDARY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
PAD ELEV. PER PLAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 2. FINISH GRADING AND PLANTING SHALL BE
ACCOMPLISHED ON ALL SLOPES PRIOR TO
STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
BETWEEN EXISTING CONTOUR - - - -470-- - - -
_ STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED OCTOBER 1 AND APRIL 15.
S �oQE BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. X 492.3
tit 2. THE SOILS REPORT TITLED ' PRELIMINARY GEOTECHNICAL INVESTIGATION - PROPOSED E. EROSION CONTROL EXISTING ELEVATION
EARTH BERM BE CONSTRUCTED AT SINGLE - FAMILY RESIDENCE, LOT 3, APN 264 - 451 -20, LONE HILL ESTATES OLIVENHAIN, 1. IN CASE EMERGENCY
WORK IS REQUIRED, CONTACT CRAIG LEWIS AT 760/414 -6760
TOP OF FILL SLOPES (TYP) CALIFORNIA, PREPARED BY COAST GEOTECHNICAL, DATED OCTOBER 2, 1997 SHALL BE
\ 490
CONSIDERED AS A PART OF THIS PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE AVAILABLE AT ALL NEW CONTOUR
WITH THE RECOMMENDATIONS AND 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
LOCATI NS TO FACILITATE 4.�
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT. NEW ELEVATION
EARTH BERM DETAIL SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 3. DEVICES SHOWN ON PLANS SHALL NOT
BE MOVED OR MODIFIED WITHOUT THE
A WITH IMPROVEMENT PLANS. 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 DEVICE
TO WORKING ORDER NEW SLOPE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN _O
F PRODUCING -
RIP -RAP ENERGY DISSIPATOR PER SDRSD ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR RAINFALL.
D -40, TYPE 2. USE NO.2 BACKING 12" DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 5. THE CONTRACTOR SHALL
INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY DAYLIGHT LINE
THICK OVER 12" THICK DECOMPOSED GRADING. BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETED GRADING OPERATION OR
GRANITE FILTER BLANKET. Q ,x' Q � 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
10' �Q�' LOPS lllllll►ll`�° 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
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, HAZARDOUS CONDITION.
SHEE�F P�p,N INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE APPROVED GRADING PLAN DIRECTION OF FLOW -�
111 STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SHALL BE INCORPORATED HEREON.
pRP� 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
TO REMIAN S -�OFtM 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
EXIST. GRADE A .
- -
�6" MIN 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
' PLAN 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
i - SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING OF GRADED SLOPES (90% COVERAGE) PRIOR TO
NOVEMBER 15, TH SLOPES SHALL BE
' CD (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
12 "X12" BROOKS TYPE CATCH CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND DEPARTMENT OF CONSERVATION.
BASIN WITH STEEL GRATE & RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE RIP - RAP
ENERGY DISSIPATOR SDRSD D - 40, TYPE 2
NO BOTTOM. rFTCHECATCH DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SOILS ENGINEERS CERTIFICATE
US MAINTENANCE OF ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I, VIT�IAYA 0115#ANEI, A REGISTERED GEOTHECHNICAL ENGINEER
IN THE STATE OF
3/4 GRAVEL WRAPPED IN BASIN SHOULD BE 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, AN D BAGS PER PLAN
FILTER FABRIC FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOILS CONDITIONS PREVALENT QRQFESS>. D BY THE PROPERTY O AVOID BUILD UP OF CERTIFICATION SHALL BE PROVIDED STATING:
"THE GRADING UNDER PERMIT NO.5277 -G WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON OCTOBER 2, 1997. THE GRAVEL & TO HAS BEEN PERFORMED
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS S UDY, WITH MY
THE DIMENSIONAL PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
OF THE CI Y ENGINEER. uj 782
CLEARANCES SHOWN HEREON. B FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES FURTHERMORE, I HAVE REVIEWED THESE GRADING
PLANS AND CERTIF THE Exp. 1241-97
SUCH GRADING OPERATION. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN C►
INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. ��
PRIVATE STORM DRAIN OUTLET DETAIL B. NOTIFICATIONS OFCA��F
B 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SIGNED: V!_ ______ _DATE: _L� -41 - - - -
- -- OWNER/PERMITTEE
N.T.S. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO RCE NO.: G JE� 72.z _ _____________________
JAY REFOLD
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN EXP. DATE: _!? =3� ------- E.M. E.M. BRYLOR
COMPANY
36" ON THESE PLANS, HOWEVER:
P.O. BOX 967
18" 18" THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT MANHATTAN BEACH, CA., 90267
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE DECLARATION OF RESPONSIBLE CHARGE
ASPHALT CONCRETE 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 NUMB
DRIVEWAY PER OLAN OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THE PROJEC AS DEFINED IN 264 - 451 - 20
II I UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE
DESIGN IS
SEWER (CARDIFF SANITATION DISTRICT) 1- 800 - 422 -4133 CONSISTENT WITH CURRENT STANDARDS. LEGAL DESCRIPTION
SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY
LOT 3, MAP NO. 13208
WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1- 800 - 422 -4133
d :. OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIE ME, AS ENGINEER
PACIFIC BELL 1- 800 - 422 -4133
o, OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
CABLE TV (DIMENSION CABLE SERVICES) 1 -800- 422 -4133
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SOWARDS AND BROWN ENGINEERING, INC.
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 2187 NEWCASTLE AVE., SUITE 103
STONE- LINED EARTH BLADED SWALE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: CARDIFF BY THE SEA, CA
92007
USE NATIVE STONES 6" DIA. MIN.,12" (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
DEEP SUBJECT TO REJECTION AND REMOVAL.
C. GRADING
B Y - - - -- - -- - - - - -- --- - - - - -- DATE \\ Z� I- - - - - -- �
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR RANDY R. BROWN RCE 36190 4o 361 SIC
STONE - LINED SWALE C UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT
N.T.S. AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL ce_ 6130106
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY
FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT ,
ITI� INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN OWNERS CERTIFICATE OF C��®
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE
F WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN
LONE ARE ACCEPTABLE FOR THEIR INTENDED USE. OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE
LONE HILL 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE COMPACTION AND STABILITY OF THE SITE.
D AVE HOLLOW ESTATES COURT POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
ROAD WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED
v NF AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES --
- - - - - -- DATE
pFz� HAVE BEEN INSTALLED. BY - - -- __ 1 -ZS
o F p,NG 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
- -- - --------- -- - -- ---- - - - - --
< R PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND
rr OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ENVIRONMENTAL REVIEW NOTES
JACK REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 1. EARTHWORK QUANTITIES
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 4550 C.Y.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE FILL 3710 C.Y.
L ONE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EXPORT 840 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 14%
DE CgMINO I AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
o C NO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE 3. MAXIMUM VERTICAL DEPTH OF CUT IS 6.5 FEET.
Q o RTE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING MAXIMUM VERTICAL DEPTH OF FILL IS 8 FEET.
t ORDINANCE.
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 4. VOLUNE OF CUT 87,210 CU. FT. - 3.4 FEET
AVERAGE DEPTH OF CUT Z °
VICINITY MAP PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE AREA OF CUT 25,300 SQ. FT.
z N 0) o
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE
N.T.S. FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED VOLUNE OF FILL 81,270 CU. FT.
2 w W M
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH = 3.3 FEET AVERAGE DEPT OF FILL
'" >��
MATERIAL. AREA OF CUT 24,600 SQ. FT. W =�
F-
OLIVENHAIN MUNICIPAL WATER DIST. FIRE DEPARTMENT p
L
W
Ld
Zo
R4. E w go N
r
�0s 7 1211 (olg7 -g .
'VAc.ip fak Two YEARS V lt0lA OA S� �.►ruR�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP DESIGN BY DRAWN BY CHECKED BY T RP
RRB APPROVALS CITY El ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
1 AS- 8 U/LT 3 -23 -9q IS'' SAN DIEGO COUNTY BENCH MARK 'OC - 0073' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
GRADING & EROSION CONTROL PLAN FOR:
CHISLED SQUARE IN TOP OF HEADWALL HORIZONTAL : NONE Q
LOCATED AT SOUTHWEST CORNER DATE
EL CAMINO DEL NORTE & RANCHO VERTICAL : NONE { REFOLD RESIDENCE 5277
SANTA FE ROAD. C / -�'L. .
RECORD FROM COUNTY OF SAN DIEGO RANDY R. B / 7 R.C.E. NO. OWN : 36190 � LOT 3 MAP NO. 13208
DATUM : USC & GS
ELEV 119.476
ENGINEER OF WORK EXP. 6/30100 BY DATE 2- Z" BY
: DATE : C2�Z2 -�,T_ JOB NO. 97 -093 SHEET 1 OF 2
C: \AROMY \97093SH2.DWG
X ! b
I f.� � J�J� � r ) J J J � EXIST. SDG &E EASEMENT BY INSTRUMENT
( 0
OF 1 /20/77, AS FILE NO. 77- 54KF
X ( � �
(V
X ��X
wooD FENCE CH AIN LINK FENC S 89 °00'10" E 279.5 CHAIN PP SPECIAL NOTES:
WITH cuY 1. ASPHALT CONCRETE PAVEMENT AREAS TO BE 4" THICK OVER 6" CLASS II
492.3 �� �-� -
495.4 - - -- _ --
° ROCK WALL - -- ---- - - - - -- -- - - _ ROCK -WA - BASE (MIN SOIL ENGINEER TO DETERMINE EXACT
SECTION BASED ON R 6.6 TEMP R�ILERQSIQN N 495.1 TRO EARTH BLADED 496.4 VALUE TESTS.
AROUND CATCH BASI USE 1 - - - - - _ - _ - - SWALE (TYP) - - - - �h 2. EXTERIOR CONCRETE SLABS TO BE 4" THICK
(MIN) OVER 6" SAND WITH #3
-� (ONE) ROW SANDBAGS, 2 (TWO) ��, - - - - _ \ BARS ® 16" 0/C EACH WAY AT MID -SLAB HEIGHT.JOINTS PER SOILS
ENGINEER.
AGS HIGH STAGGERED. (TYP. g LIMITS of CAC ru5
O• v � \ 3. UNLESS OTHERWISE NOTED, CATCH BASINS TO BE 12 X 12 „ CONCRETE
1,_CATCH BASINS) � DAYLIGHT LINE _ _
\ - - - 492 'BROOKS' TYPE WITH STEEL GRATE.
EARTH BLADED - - �\ 49
SWALE (TYP) �I- 488 - -
4 13 \ EROSION C64TROL 4. USE PVC (SDR 35 MIN) STORM DRAIN PIPE OF THE SIZE & SLOPE AS
8 TEMPORARY INDICATED PER PLAN.
- - _ �� \\ 486 /� \ ( ROUND CATCH BASINS. USE_1� �
- - - - - - - - - - - - 484 \ \� NE) ROW SANDBAGS, 2 (TWO) �� 5. CONNECT TO EXISTING WATER METER
IN LONE HILL ESTATES COURT &
4 x
2 4 3 BAGS HIGH STAGGERED. (TYP. �\ EXTEND NEW WATER SERVICE TO MAIN RESIDENCE WITH 24" COVER MIN.
& AS
O 4a 48 - ALL CA MH_BASINS) REQUIRED BY THE CITY OF ENCINITAS.
X 4 .6 88 -3 NO 45 4a'Z
qg0 - - _ 47s Q�, \ \ � 9 2, 6. CONNECT TO EXISTING SEWER CLEANOUT IN LONE HILL ESTATES COURT &
\ 2. 487.7 - _ �1 EARTH BLADED X 492.7 EXTEND NEW SEWER LATERAL TO MAIN RESIDENCE WITH
4" PVC (SDR -35 MIN)
/ q�6 ' MIN 1 �� 1 SWALE (TYP) AT 2% SLOPE (MIN) & AS REQUIRED Y THE CITY OF ENCINITAS.
s° PVC h h R� �9
0-
- - - - - s P C.O. ^ h' G4' 80 �` BEGIN STONELINED� 7. THE FOLLOWING EASEMENTS HAVEN LOCATION
SETFORTH & THEREFORE
6
RIP -RAP ENERGY DISSIPATOR PER SDRSD = o h p " -� 3Q SWALE TO SOUTH CAN NOT BE PLOTTED:
D -40, TYPE 2. USE NO.2 BACKINOx, 12" � "' ^°` `�' Q °) 0 0 s s, � #� � � � 4 A. AN ESM'T.
& RIGHT OF WAY FOR ROAD & PUBLIC UTILITY & INCIDENTAL
THICK OVER 12" THICK DECOM D - - - `� gg• D ✓ 00 �0 ^ �'� ^� ,�a'�^ 'o �'O` Q 6 ,�h \ PURPOSES
AS GRANTED BY INSTRUMENT REC. 4/2963 AS FILE NO. 73148
GRANITE FILTER BLANKET. ry k -� - �<v -Ai pi, �� _ \ ��� F�� OF O.R.
- 4 � M . y 5� - 5 MIN 4 B. THE RIGHT AND PRIVILEGE TO PLACE AND MAINTAIN AN ANCHOR TO SUPPORT
/ ka �� D5 y k� / Q, - _ Q . O- 86 \ DAYLIGHT LINE A LINE OF POLES AND WIRES AND INCIDENTAL
PURPOSES TOGETHER WITH THE
1 ��� ✓ k�� - AC D� RIGHT OF INGRESS AND EGRESS IN FAVOR OF SAN DIEGO GAS AND ELECTRIC
PVM T 4.75.55 COMPANY BY INSTRUMENT RECORDED MAY 27, 1992 AS FILE NO. 1992 - 0320597
-`� 8 o C. AN EASEMENT FOR POLES, WIRES, OF OFFICIAL RECORDS.
- 482 BE AC BERM S � CAC_BERM �0, ,
�1�' TB475. FL475.45 2 PER SD
A C D\ "° - CABLES AND APPURTENANCES FOR
/
/ G -5, TYPE �' k'I`'' \ THE TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, UNDERGROUND
001 ✓ GARA� - - - - h FACILITIES AND APPURTENANCES FOR THE TRANSMISSION AND
NI J PVM4 p - -P BEGIN - 474 ° $'� g1 p ��O - " C.O. 1� - -\ SWALE E TO SO TH DISTRIBUTION
OF ELECTRICITY, PIPELINES AND APPURTENANCES FOR
475. � 8 ANY AND ALL PURPOSES, COMMUNICATION FACILITIES, OVERHEAD AND
D1h 6 p� N \ \ FL474.5 I OR UNDERGROUND AND APPURTENANCES, TOGETHER WITH THE RIGHT
_,� - �^ ,�,• �°_ c E \ OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES IN FAVOR OF
- - AID _ \ \ SAN DIEGO GAS & ELECTRIC COMPANY, A CORPORATION, RECORDED
EAR H a
SEPTEMBER 10, 1992 AS FILE N . 1992 - 0574555 OF OFFICIAL RECORDS.
N o 1 o - P) POOL h� C �� °� t �h 1 D
. AN EASEMENT FOR UNDERGROU D ELECTRIC FACILITIES, UNDERGROUND
'� I \ I
_ _ HOUSE � -�� x GR E
- - �j 476.5 _ - -A\ F \�� 47 5.E SL \ \ COMMUNICATION FACILITIES AND 'gPIPELINES TOGETHER WITH
THE RIGHT
_ - MAIN RES�p 476.3 p \ OF INGRESS THERETO AND EGRE�S THEREFROM AND INCIDENTAL PURPOSES
z DAYLIGHT LINE _ _ _ 416 - - - ENC ,�``� __\ \ co IN FAVOR OF SAN DIEGO GAS AN ELECTRIC COMPANY,
A CORPORATION
\\ _ -4-7 �` \ �'� RECORDED AUGUST 31, 1995 AS FILE NO. 1995 - 0386941 OF OFFICIAL RECORDS.
PA D 47 6 ; � - -- /� v CAS
- - -- 476.0 5 . 3 �� . \
X 476.1 - _) \\ �- 4 j , \ / I f \ \ X 481.9
\
SCALE l" = 20' \
475.0 �N \ F \ \ o
i N '_ 3 \ -
18 Y CATCH BASIN WITH �4��
"X18" CONC. BROOKS 'cr 0\ D 41
3\ /
T �� \
-- V)
STEEL GRATE EARTH BLADED /F
VtK - - - - SWALE (TYP) 02 0 2 \
(TYP S
L473• EARTH BLADED �� / S \\ \ \ \
SWALE TYR
- -AC DRIVEWAY
1� J R .!- (C I , _ I , - (TYP)
464,,E F 3s 1 \ \\ \ \\ \\
J J J J 4 � - 10 �/ / 6 4 .1 6 \� STQ�NED LINE EARTH )LADED
ED \
/
-DAYLIGHT LINE � 2 ' 1 � i . - � +� � � \\ SWALZ BOTH S ES OF \ \\ �
/ / __ � / _ '` 472 \ \, ; v ` DRIVEVI�Y. SEE I \ ETAIL C, \SHEET 1.
/ TEM�ORARY ERO.SK)N- CONTROL 470
AROUND CA� BASINS. USE 1 - 468 �h6.8\ \\ \
/ (9NE) ROW SANDBAGS, . TWOj / 466
/ �AGS HI STAGG ED. (TYP. 4 - 464
/ 5
466.X ALL CATCH BASINS) 462 \\ X 58. 460 \ \ \ \ \ \ X 472.9
_ TG45 \ _ 3 Z9 DAYLIGHT LINE \ \ \ \
IE453 0 - 46 / P6OS \ \
g � \
/ RIP - RAP DISSIPATOR PER SD) // 45 456 �� 4 58 \ \\ \ \ \\
D -40,/ TYPE 2�� USE NO.2 BA N 112
Z� THICK OVER YZ" THICK D MPOSED
/ GRANITE FILAR
BJ_AN♦ _ E IS SEWER A QUT \ gs �� EXIST. DRIVEWAY OPNNG
- S ECIAL NOTE NO. -6-- REMAIN. XATCH EXIST. \ \
PAS/ TENT EDG \ \
454 \
13 \ \
1 4 3 \ EXIST (WATER METER. \ \ \ \ \ \
x 450.51 AC BERM Dc WM SEE SPECIAL N 5 \ \ \ \
45 .22 p� \ x \ \ \ \ AC
L PRIV - I PAVEMEN
459 �.Cri� , / X 49 4 �_ g� \� +� L =1 22 .71 ' H� W 6.42 '� \
�cx ��
/1 C
.4NE } - Q S �N S -- EL PED. 1 6 ' �_ � BER -\ W P M \
/X 448.6 ' / Q R 2 0. S� ELECT. TRANSFORMER I CABLE P ' -St IN AI
449.65 I AC BERM \ -I O MAIN
ST G 455.82 S N 8 I� E_ �- I 466.6)
0 3 7 �
449.1 ° / P �� ���. ° 0 3 r ES P W w
en 451.4 x �/
WV GO \ J C E E COVR T o 0 �J 448.08 F� -�� STO WAL
\ \� R= I XIST SE 6 MAIN ACMENT W - Z
2 -WMS�O \ \ - -- 5 0 `� S
� \ \ �� I�
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tEGRA H CORY INSMEN REC. 11/7 5, AS FILE
X �� 1 05620 OF O.R. % A �, �s EXIST. WATER L SEMENT G ,RANTED TO OLIVENHAIN \
/ x \ MUNtr -IPAL WAT DISTRICT \& INCID TAL PI�F�P��F.� � No. 3619C tp � J
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DESIGN BY DRAWN BY CHECKED BY C
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT vs RP RRB APPROVALS CITY ❑ ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0.
I P V1SE t4 U - I-�T S 9 SAN DIEGO COUNTY BENCH MARK 'oc - 0073' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED
APPROVED GRADING & EROSION CONTROL PLAN FOR:
POO SE S LrTlo LOCATED SAT QUARE IN TOP SOUTHWEST O HEADWALL HORIZONTAL 1" = 20' DATE Zs REFOLD RESIDENCE
5277-G
G. EL CAMINO DEL NORTE & RANCHO VERTICAL NONE
SANTA FE ROAD. RECORD FROM COUNTY OF SAN DIEGO RANDY R. BROWN R.C.E. N0. 36190 BY X , BY r LOT 3, MAP
NO. 13208
AS - RUIcT 3 -23 -99 ELEV : 119.476 DATUM : USC & GS ENGINEER OF WORK EXP. 6/30/00 DATE :. - '7 DATE
SHEET 2 OF 2
JOB NO. 97 -093
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