1999-5942 G (Plans) WORK TO BE DONE
GRADING SOILS SOILS ENGINEER'S CERTIFICATE LEGEND
A. SAL Q GRADING
1. ALL WORK SHALL BE DONE IN ACCORDANCE Wti1tTH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALlFiED SOiLS
1, W-11.iAG0 BEe~ A REGISTERED CIVIL ENGINEER iN THE STATE OF
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ITEM STD. DWG. t
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON DIRECTION
BETWEEN THE DATES G -I AND !r-1 -f7 ONE CUT SLOPE (2:1 MAX.) (DASHED = EXIST. Y CUT Y 2 :1
REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM
THIS STUDY, WITH MY
FILL SLOPE 2 1 AND TESTS WERE MADE BY HiM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. (� MAX.) DASHED EXIST.
FILL T 2:
2. THE SCALS REPORT MLED RESiOE rAL DEMELOPEMENT PREPARED SY OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
ALPINE ENGINEERING DATED 6 -11 -98 SHALL BE CONSIDERED AS A PART ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN PARCEL BOUNDARY ...... ...............................
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. INCORPORATED IN
THE GRADING PLANS AND SPECIFICATIONS.
NTH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID LIMITS OF GRADING 8r CUT/FILL Lii>' tE ............................
...
REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EXISTING CONTOUR ...................... ..................
............. 85
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL ow
3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED:
�G��� DATE: =O
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
FINISH CONTOUR ..................
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME-AS
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.:
I�GE. :� Tir f7 EXP. DATE: 4 �Z b MODIFIED P.C.C. BROW BITCH D -75 ............................. C==::> b
PLANS. INSTALLED. >f ........................... ..................... .
DRAINAGE SWALE (2x MIN) ------
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL RIP -RAP 0 -40
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LIMITS OF A.C. PAVING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION
OF RESPONSiBLE CHARGE A ir-
EXISTING PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE �ET14tALtdl V�41AL t�'Fd. L21 L2Z
6. THE DEVELOPER SHALL BE THAT ANY MIONUMENT OR BENCFt CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE I HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE S A'' ( V V"5
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS OWNER
PERMITTEE:
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONS1i3LE FOR CONFORMING OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
I UNDERSTAND THAT THE CHECK PROJECT DRAWINGS AND SPECIFICATIONS
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY BY
THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT DUNCAN & NATALIE NEWMAN
AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR PROJECT _ 1816 SOMERSET AVENUE
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DESIGN. CARDIFF, CA. 92007
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
7) ; �. (760) 942 -5342
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
G
LOGIN ENGINEERING
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS c m
AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL 132 N. EL CAMINO L. SUITE N
c is
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BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE (619) 756 -8696
TAS�CA. 92
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADiNG MEETING CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WiTH A (619)
HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL For
cAvr
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGiNEER,GRADING CONTRACTOR Of LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SIGNED:
DATE:
CiTY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. D UGLAS E. A SITE ADDRESS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 0. LANDSCAPING
RCE NO.: 39726 EXP. OATS 12 API: 262- 041 -02
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE
1832 CREST DRIVE
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
ENCINITAS, CA. 92024
HAULING OPERATION. IRRIGATION STANDARDS.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING BETWEEN OCTOBER 1 AND APRIL 15. OWNER CERTIFIC
UNDER PERMIT NO. _ 942 -G HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E. EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOiLS
ENGINEER OR GEOLOGIST
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
ACTIVITY
OPERATION. (760) IN CASE EMERGENCY WORK iS REQUIRED, CONTACT DUNCAN NEWMAN AT AND ADVISE ON THE COMPACTION AND STABILITY OF THE
SITE LEGAL DESCRIPTION: N
(760) 942 -5342. 0
B. NOTi19CATiONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE N
AVAILABLE AT ALL 11MES DURING THE RAINY SEASON. ALL NECESSARY SIGNED: O wta*'... DATE: " LOT 2. BLOCK "D" OF
PALOMARES HEIGHTS 0
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO DUNCAN NEWMAN
ACCORDING TO MAP NO.2114, RECORDED 6- 19 -28.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
• EXCEPTING THEREFROM THE SOUTH 80 FEET.
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. • ALSO REFER TO R.O.S. 15981 FOR SURVEY
EXISTING UTILITIES EXCEPT AS SHOWN Oi+JTHESE PLANS, HOWEVER: THE OF THIS LOT.
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODiFlED WITH OUT THE
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR.
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SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE Z
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
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EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
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NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL. W
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
A. SEWERS - (760) 633 -2780 - CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
W
B. GAS do ELECTRIC - (800) 227 -2600 - SDG&E.
S. THE CONTRACTOR SHALL BE RESPONSiBL.E AND SHALL TAKE NECESSARY ~
C. WATER - (760) 633 -2849 - S.D.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED CARDIFF BY
THE SEA to
WATERS CREATE A HAZARDOUS CONDITION.
0. TELEPHONE - (800) 227 -2600 - PACIFIC BELL
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
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E. CABLE TV - (800) 227 -2600 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. �1 ��+ ui
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE 7
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2. CONTRACTOR SHALL NOTIFY THE CiTY ENGINEER'S OMCE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
_
PRIOR TO BEGINNING ANY WORK ON THUS PROJECT. PHONE: (760) 633 -2770.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE iN PLACE AT W Q cc0
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
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INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (409:). SILT AND OTHER DEBRIS SHALL
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BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL ���� SITE:
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REMOVAL 1832 CREST DR. fn
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO Q Z
NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW N Ep
INSTALLED IN ACCORDANCE -WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF ENCINITAS OJ
ENViROMENTAL DATA CONSERVATION. NOT TO SCALE=
1) STEEPEST EXISTING NATURAL SLOPE ON -SITE 10%
* EARTHWORK � ViCiNITY MA Q
T.B. PG. 1167 -F3
2) MAXIMUM VERTICAL DEPTH OF CUT - 4.0' Z
3) MAXIMUM VERTICAL DEPTH OF FILL = 7.0' CUT= 600 t C.Y.
FILL - 2100 C.Y. ENCINITAS IRE DEPT. SAN DIEGL)ITO WATER DISTR. COUNTY HEALTH DEPT. _
IMPORT= 1500 t C.Y.
4 AVERAGE DEPTH OF CUT = 600 X 27 9400 1.7
L
EAR7HIt7RK QUANTITIES ARE CAL a A MD ON A THEDRETlCAL BASIS AND S '
5) AVERAGE DEPTH OF FILL - 2100 X 27 +19650 2.9' ARE UTIL /ZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONL Y. 'ACTUAL � � �
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QU ANTITIES MA Y VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND/OR a4vv4 747 liz-31 0 1 &Z A. .e
SWELLING FACTORS.
APPROVED BY DATE APPROVED BY DATE APPR
Y DA TE SIL "AVE: NE�M GT'DWG Q �
3"ATURE EXPIRES 2 YEARS FROM DATE PLOT DATE: 07 -12 -99 z Q
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COM LPM DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING N0. w < 0
VN L SET PK NAIL IN A.C. ON CREST DRIVE 7PS PIO UNDER SUPERVISN OF RECD DED A OV y�`„� Z
E GRADING &EROSION CONTROL PLAN FOR:
AS SHOWN ON PLAN. HORIZONTAL N/A *fop. DATE• 1 '� BY: BY: '� 5942
ASSUMED ELEV. 10 0.00' N/A � �� .. R.C.E. N0. 39726 DATE: ' THE NEWMAN RESIDENCE
tom' DATE: '�� VERTICAL
PROVED BY DATE DOUGLAS E. LOGAN EXP. 12 -31-01 SHEET OF 2
5u'i�E ru l�'ffidG. 4��`D'R•OSI�EDt •�6
U44p5eOi 46, oR A?FVo EQ%ft-
To *E Ip15T4 t fb eel Aru- E�cPoSfD
' �jI.O�E�! • TIE INTO BROW DITCH WITH
• SMOOTH TRANSITION.
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TYPICAL EACH SIDE
k) A .P.f4 - . 262-041 �jLOp ��- CONSTRUCT M D -75 BROW DITCH A.P.N. 262 - 041 -20
�j CGAAIR -bL- (T-JACAt -), EXIST'G WOOD FENCE NTH WIDTH = 12" do DEPTH = 6"
TO REMAIN CAN BE ROCK- LINED, SEE DETAIL THIS SHE 3" PVC/ABS DRAIN PIPE XIST. A.C.
40 PAVEMENT
_ ;.� ENMACFMiENT .� 12 Q ( GR GES (TYP.)
_ — — N89'38'20 "W 1 550.36' . —. ! —°. .— , 0.3 k, f 9a6 +100.5
• .�-• CL FENCE FL =59.5 -� � s — •--.�. — .___ ._ .— —_ — •T
t �\ g t 7 SHED 1
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CRE�ITION � � o ..
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SE E i� a 4 -�0 DI x 6�}1 -0
GREENHO ` v I
(!� T BE REMOVED P/4D 93.0' ` PATIO 104, 4 5 s ` �� DERP PIT! I
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N 89 9' 20" W 5 5. � � -.�- 1»� — — — — � s9.
GREENHOUSE EDGE ` \ �Xl$T' C TO a° �' o 0 + 100 .4
1 ! t t ► f ' { \ E R MUU ! rn cr o rn ,� N w w �'�
00 00 ocr o 'oo �E TG GA Y TO I
q L d GREENHOUSE CONSTRUCT MODIFIED D -75 BROW DITCH GREENHOUSE 1�4
WITH WIDTH - 12" do DEPTH = 6"
CAN BE ROCK - LINED. SEE DETAIL CONSTRUCT RETAINING WALL
_ THIS SHEET PER CITY OF SAN DIEGO INFO.
* RELOCATE SEPTIC TIGHT LINE BULLETIN NO. 221/222.
P.N. 262 - 041 -03
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WORK TO BE DONE LEGEND PROPOSED IMPROVEMENTS LEGEND EXISTING- MPROVEMENTS w
CONC. or 1 PROJECT BM PK NAIL ASSUMED ELEV 100.00'
ROCK -LINED 1. RELOCATE EXISTING TIGHT LINE AND VERTICAL F FILL AREA 2 UTILITY POLE
2
SEPTIC SYSTEM AS SHOWN ON THIS PLAN AND C CUT AREA
,. 3 OVERHEAD UTILITY LINES W
AS APPROVED 8Y THE COUNTY HEALTH
12 12 6 DEPARTMENT. BROW DITCH (1R MIN) 4 WATER METER F'
W 2 U- W ----= DRAINAGE SWALE (iR MIN) 5 BACKFLOW PREVENTOR (NOT APPLICABLE)
a a 0o 2. CONTRACTOR TO COORDINATE THE RELOCATION 80 FINISH CONTOUR 6 EDGE OF PAVEMENT
o 0 ' ` o _j OF ANY /ALL EXISTING UTILITIES THAT CONFLICT 7 RAILROAD TIE (TYP.) •
cn ? x - -I•H --1.1 LIMITS OF GRADING AND CUT
/ ca NTH THIS PLAN WITH EITHER THE APPROPRIATE / LINE 8 ASPHALT DRIVEWAY
Z z 1 . AGENCIES AND /OR OWNER. ® WW
CUT SLOPE (2:1 MAX) U.O.N_ 9 LAWN
` 10 BLOCK WALL
w o Y�i / = / % 1 / M,4X
m ,,, . .. ,� ' 3. CONTRACTOR TO COORDINATE THE RELOCATION
/.,:.;. tt ROCK WALL Z Z
rte:. � �•;,�f;./ AND /OR REMOVAL OF ANY TREES, SHEDS,
® FILL SLOPE (2:1 MAX) U.O.N. _
i, IRRIGATION LINES, ETC. IN ORDER TO IMPLEMENT O t2 GUY WIRE Of
GRADING PLAN. FINISH GRADES 13 WATER FEATURE W Q QD
4. EXISTING GREENHOUSE TO BE REMOVED AND ALL + ( EXISTING ELEVATIONS 14 ANTENNA Z U
00
IRRIGATION LINES DIRECTLY ASSOCIATED WITH iS WATER METER U
SAID GREENHOUSE TO BE PROPERLY - ABANDONED. [3= 4" AREA DRAIN 1Q TELEPHONE RISER Z W
m uj 17 ELECTRICAL JUNCTION BOX
p PVC /ABS DRAIN PIPE PROPERTY BOUNDARY UN£ Z Z
3 LO
> MODIFIED BROW DITCH TYPICAL BERM DETAIL - - - -
�+i SEPTIC TIGHT LINE 80 INDEX CONTOUR LABELED AT 5.0 FOOT INTERVAL 0 (N 0)
NO SCALE NO SCALE 79 NORMAL CONTOUR LABELED AT 1.0 FOOT INTERVAL p n
- RETAINING WALL PER CITY OF + 100.4 SPOT ELEVATION _ MODIFIED TYPE 'B' DITCH PER D -75
ALSO REFER TO DS -10 FOR FURTHER DETAILS - SAN DIEGO INFO BULLETIN 221/
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GRAPHIC SCALE
U Q v Rt
20 0 10 20 40 60 C a Q
Exp. 12 -31-0
(IN FEET) z W
1 INCH - 20 FEET —
FILE NAME: FiEW1MN- GP2.01NG Of z Q O
PLOT DATE: 07 -12 -99 z Q =
REVISIONS APPROVED DATE REFERENCES DATE INCH MARK SCALE DE. D RAW N APPROVALS CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING N0. Q a-
f'`1/ 4 - PLANS PREPARED UNDER SUPERVISION OF REC D A OV
SET PK NAIL IN A .C . ON CREST DRIVE Z GRADING & EROSION CONTROL PLAN FOR:
AS SHOWN ON PLAN. HORIZONTAL 1 " =20' DATE. �� r BY: BY: 5942
ASSUMED ELEV. - 100.00' R.C.E. NO. 9 3 726 THE N E WM A N RESIDENCE
VERTICAL N A T EN INEER - - DATE: ' /o' DATE: 6
APPROVED BY DA DOUGLAS E. LOGAN EXP. 12 31 01 SHEET 2 OF 2