2000-6365 G (Plans) H
N
GRADING NOTESL EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL a a FL
THE 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
Q
1. ALL WORK SHALL BE DONE Rr ACCORDANCE WITH THESE PLANS, - -- �- - - -
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN MR. JEIF b NlPPE a ( �
AT 2 �3�- (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH PROPERTY LINE -
^
CONSTRUCTION STANDARDS OF THE CITY OF ENCIN AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
AND THE SAN DIEGO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN, HOWEVER:
EXISTING CONTOUR - 3G0 _��
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL
S
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
AL
15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON DAYLIGHT LINE -
REQUEST FOR INSPECTION. OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED
AT THE WORK
SOILS INVESTIGATION MITIGATION FOR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SiTE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING in
ITL
2. THE SOILS REPORT TED OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FILL SLOPE (2:1 MAX.)
-
tX�STING GRADING PROPOSED L[VEL PAD,197� CREST DRIVE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF
EN CINITAS, CA PREPARED BY AWED EAR TH TECHNOLOGY THE APPROVAL OF THE ENGINEERING INSPECTOR. COMMENCEMENT OF WORK: FINISH CONTOUR
-
DATED MARCH MARCH 6, 2000 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT
OF UNDERGROUND
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH UTILITIES, THE
CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY GRAVEL SAND BAGS (TWO HIGH) - $
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL
COMPANY:
SPECIFICATIONS CONTAINED IN SAID REPORT.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
RIP -RAP SORSD D -40
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH GAS do ELECTRIC - SAN
DIEGO GAS ELECTRIC (800) 422 -4133 -
WITFNN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. WATER -SAN DIEGUITO WATER DISTRI CT (760) 633 -2709
SWANS
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY TELEPHONE PACIFIC
BELL (800) 422 -4133 CUT/FILL L �w� - -- O O
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED CABLE TELEVI SION -
DIMENSION CABLE (800) 422 -4133 F
GRADING. WATERS CREATE A HAZARDOUS CONDITION. 3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE: (760)
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. 633 -2770.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 4. THE CONTRACTOR
SHALL GiVE 24 HOURS NOTICE ON CALLS FOR
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. INSPECTION. PHONE: (760) 633 -2770. ALL WORK
PERFORMED WITHOUT
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL_ BE IN PLACE AT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAiN
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER SOILS ENGINEERS
STATEMENT:
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE I ROBERT CHAN,P.E.
A REGISTERED
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
NO
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH E COVERAGE OF GRADED SLOPES IL I COVERAGE) PRIOR TO BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL STABILIZED WITH PUNCHED STRAW A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
F 29, 2000 AND MARCH 6, 2000 ONE COMPLETE COPY
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. OF SOILS REPORT COMPILED
FROM THIS STUDY, WITH MY RECOMMENDATIONS,
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING INCLUDED IN TTHE SOILS REPORT FOR ROJEEC HAVE BEEN INCORPORATED RECOMMENDATI
D REFERENCE DRAWINGS:
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT H YDR OSEED MATERIALS IN THE GRADING D CATIONS.
CITY INSPECTOR, CML ENGINEER, SOILS ENGINEER, GRADING pRUFf CITY OF ENCINITAS IMPROVEMENT PLAN NO. TM 88 183, 0549
- & CS144
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE - GRADED
y C p
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
2770 A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. SIGNED: DATE o3 - QU
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS G.E. N : C -24 13 3 EARTHWORK QUANTITIES.
10. PRiOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT EXPIRATI 12/31 /01
�,t�
PROPOSED CONSTRUCTION SiTE WITHIN THiS PROJECT THE DEVELOPER CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR ENGINEER. IL AT e�IFO' CUT: ''LS CUBIC
YARDS
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SO DECLARATION OF
RESPONSIBLE CHAR AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
FILL; X171 CUBIC YARDS
REGARDS TO THE HAULING OPERATION. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 1. SEED MIX SHALL CONSIST OF NO LESS IRAN: I HEREBY DECLARE THAT I AM
THE ENGINEER OF WORK FOR THIS PROJECT. IMPORT: ►�=• CUBIC YARDS
A. 20 LBS. PER ACRE OF ROSE CLOVER
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF B. 20 LBS. PER ACRE OF ZORRO FESCUE THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE C. 3 LOS. PER ACRE OF E SCHOOL CIA CALIFORNIA PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS NOTE: EARTHWORK OUANTMES ARE ESTIMATED FOR PERMIT PURPOSES
GRADING UNDER PERMIT NO. 6365 -G HAS BEEN PERFORMED IN SUBSTANTIAL D. 4 LBS. PER ACRE OF ACHiLLEA MiLLEFOLIA CODE, AND THAT THE DESIGN
IS CONSISTENT WITH CURRENT STANDARDS. ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) FE QUANTITIES
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
ATTACHED AS- GRADED PLAN". THiS STATEMENT SHALL BE FOLLOWED BY THE F. 1/2 LB. PER ACRE OF DIMORPHOLECA I UNDERSTAND THAT THE CHECK OF
PROJECT DRAWINGS AND SPECIFICATIONS
ITEMS D E AND F OF THIS SUBSECTION MAY BE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT ��c.
-
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH G. I S C, y �i NOTE: THIS QUANTITY DOES NOT INCLUDE
UNDER CUT ON 8111Ld11VG PAD
GRADING OPERATIONS. OMMiTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
THE a a r Lu
IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR PROJECT DESIGN. * E w moo I"
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS RESIDENTIAL STRUCTURES.
ENGINEER OR UNDER HiS DIRECTION. HE SHALL OBSERVE AND TEST THE H. ITEM A OF THiS SUBSECTION MUST BE INOCULATED WITH A 0&71
1 •
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY - LEGAL
DESCRIPTION:
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DRILLING OR BROADCASTING BEFORE HYDROSEEDING. _ DATE: Z - Co
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSiTE KAMAL S. W R.C.E.
48592 ALL THAT PORTION OF LOT 6 IN BLOCK V OF PALOMARES ME117 Al
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT UP. 6130100
THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED T0,
HiS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OR PRINTED ON SAID CONTAINERS. ACCORDING M MAP THEREOF NO.2114,
FILED IN THE OFFICE OF THE
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
COUNTY RECORDER OF SAN DiEGO COUNTY,JUNE 19,1928 AND AS
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
USE. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER REFERENC> =� ON GRAI�LT DEED pOC.1999-05T3'T39,
REC. 9119 r99.
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR A.P.N.: 262 - 041 -12 -00
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IS MUST
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 50% OF THE STRAW INTO THE SOIL
TO FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16 -20 -0, WITH
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS 15R SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
INSTALLED. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
A. TRACK WALKING SLOPES STEEPER THAN 6:1.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE.
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE SATURATED SEED BED. SITE A : `
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MiNiMUM HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
1972 CREST DR. SANTA FE ON
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
ENCINITAS, CA 92024 -5216
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
WITH SPECIFICATIONS. SECURITY RELEASED OWNER ZEERMITTEE:
= 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OWNERS CER Ti Fi CA
OR EXCAVATIONS AND EMBANKMENT'S SHALL BE SLOPED, PLANTED AND WASHINGTON PACIFIC CORPORATION 00 �T
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT E A NEAT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
1010 UNIVERSITY AVENUE, SUITE 1036
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
SAN DIEGO ,CA 92103 8
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO AND ADVISE ON THE C MPACiION AND STABILITY OF THE SITE.
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP t c�
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WiTH THE GRADING - I - 0
ORDINANCE. 9
MR. P R SHIP E . DATE sl i E
1 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL WA H G C n1 PACIFIC C GRPORNTICN. SAN DIEGO COUNTY
I
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SiTE DEPARTMENT OF ENVIRONMENTAL INPOTANT N011M EM
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS N EALT�+
SECTION 4215 /4217 OF THE GOVERNMENT 5 �� �
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE APPROVED BY: CODE REQUIRES A DIG ALERT IDENTIFICATION
0!
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY (� f;Z �q " NUMBER TO BE ISSUED BEFORE A
SUCH MATERIAL. (l�l°3NJ Planning En meerin Surve � Department of Envtrorimental Health PERMIT TO EXCAVATE MALL BE
VAUD. W000 00w
9 9 9 �9 PER YOUR DIG ALERT I.D. NUMBER CALL �
UNDERGROUND SERVICE ALERT
ENCINITAS: FIRE PROTECTION SAN DIEGUITO WATER DISTRICT S N; e L ? i i ; t Date E TOLL FREE VICINITY MAP
REVIEWED BY: REVIEWED BY: (619)296 -5565 780 lion Center Court, Suite 200 TWO WORKING DAYS BEFORE YOU DIG No
sc&E
1 s #100 San Diego Ca. 91108
DAiS DATE
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESI M WK H M APPROVALS CITY OF
ENCINI ENGINEERING DEPARTMENT DRAWING N0.
GESCRIPTION; COUNTY 2 04 NO. REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION
CONTROL PLAN FOR:
an OF N/A DA TE S� 2 3 -oe L ^ ,,,,_ f 3� 5 -- G
HORIZONTAL BY: �- N' BY: 1912 CREST DRIVE LOT 6
ur NAt CORNER LAKE DRiW AND 48592 /
& BIRMINGHAM DR. VERTICAL N A �� AL S. R.C.E. NO. . DATE: `� Z DATE: S / 3/D 2 MAP NO.
2114
RECORD Ftt C.S.D VERTICAL CONTRA
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EXIST. SATELLITE .°
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APPROX. LOCATION TOP OF FILL S-I BERM DETAIL A —A
EXIST. SEPTIC TANK I NOT TO SCALE
EXIST. POWER I
POLE
1'56' E 256.
— - -- 317— --` _
-- ---- -- �0 �E8S
19 ._ � 329 h _ KbS ENGINEERING
Plarming Engineering *g
Fes` (619) -5565 71 Misew CditEr Court Sub 2DO
San Diego Cm 92108
REVIS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DES IGNED CHECKE APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO.
DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL
P LAN FOR:
OC 0042 -LENS. SO IN TOP OF
HEADWALL. HoRlzorrrAl: 11 DATE : 7 , By: BY: 6365—G
�; N. DRIVE AND LAKE DR AND R.C.E. NO. 48592
do B 1 9 7 2 CREST DRIVE LOT 6
IRMINGHAM DR. VERTICALS N/A KAMAL EIS DATE: DATE: MAP N O. 2'114
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C.S.D VERTICAL CONTROL w EXP 06 -30 -2000 WORK PROJECT NO SHEET 2 OF 2
323.10 D .SC. & G.&