1999-5911 G (Plans) ,
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL
1. ALL WORK SHALL BE DONE IM ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DON 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES AND PROPERTY LINE - - - - -
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN BURTIS AT (619) 756 -50$x_ (PHONE) STRUCTURES SHOWN ON THESE WERE
OBTAINED BY A SEARCH OF I
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AVAILABLE RECORDS. TO THE BES T O OF OUR KNOWLEDGE, THERE ARE
NO 324
-
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES REVISIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING UTILITIES EXCEPT AS
SHOWN ON THIS PLAN, HOWEVER: EXISTING CONTOUR /- -�� cu
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMERS DURING THE RAINY SEASON (OCTOBER 1 TO APRIL THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO + 346 Y
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED
AT THE WORK EXISTING ELEVATION - r`
AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION SiTE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
2. THE SOILS REPORT TITLED PRELI SOILS HVVESTIGATION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, - ` IF g`
PROPOSED�T�IRIOlgARAGE ,�TRUCiURE. , 50 COUNTRY ROSE CIRCLE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT FOR VERIFICATION
AND LOCATION OF UTILITIES AND NOTIFICATION OF CUT /FILL LINE C u
OLIVENHAIN, CA PREPARED BY NORTH COUNTY COM THE APPROVAL OF THE ENGINEERING INSPECTOR. COMMENCEMENT OF WORK: DAYLIGHT
LINE -
ENGI INC. DATED FEBRUARY 24, 1999 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 CUT SLOPE (2:1 MAX.) -
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 CARDIFF SANITATION DISTRICT (760)
633 -2779 FILL SLOPE (2:1 MAX.) - T T $
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN SAN DIEGO
GAS do ELECTRIC (800) 422 - 4133
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH OLIVENHAIN MUNICIPAL
WATER DISTRICT (760) 753 -6466 FINISH CONTOUR - 336
WITHIN STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE.
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PACIFIC BELL
(800) 489 -3441
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DANIELS CABLE (760) 931 -7000 DRIVEWAY SORSD
G -14
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE WATERS CREATE A HAZARDOUS CONDITION. QQ RET !KING WALL
SDRS� C - 6
GRADING. 3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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) 6" PVC DRAIN PIPE -
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 SANDBAGS FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH
EXISTING PRIOR TO GRADING. WORK DAY. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
R -RAP SDRSD D -40 000 g
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 0000
0
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40R). SILT AND OTHER SOILS ENGINEERS
STATEMENT: "
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 12 X12 GRATED INLET - 1:1
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 1 ,O/4.0 f h? i Q E 6 l A REGISTERED
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE DECORATIVE
CONCRETE BY OTHERS
S DEVI - oil
SAFETY EVI TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO CIVIL ENGINEER IN
THE STATE CALIFORNIA, PRINCIPALLY DOING
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEWER LLwNtlI[/T SDRSD - S - 3 CO.
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
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. AND e59:d . ONE COMPLETE COPY
REFERENCE DRAWINGS:
THE HOURS OF 5 :30 P.M. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYS OF SOILS REPORT COMPILED FROM THIS STU Y, WITH MY RECOMMENDATIONS,
AND CITY RECOGNIZED HOLIDAYS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
COUNTY OF SAN DIEGO IMPROVEMENT PLAN NO. TM 4574 -1,
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT H YD R OSE ED MATERIALS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
HAVE BEEN INCORPORATED OFESSl O
Q� �Yq COUNTY OF SAN DIEGO GRADING PLAN NO. L -1321 AND
IN THE GRADING PLANS AND SPECIFICATIONS. AOG ER fie` PARCEL MAP NO. 11809
CITY INSPECTOR, CML ENGINEER, SOILS EN GINEER, GRADING �. ���,'p
WITH THE CITY AT P LEAST 48E.HOURS P
BY MEETIN SHALL (760) 633 SCHEDU 1. HY DR O SEED I NG 1 HORIZONTAL TO VERTICAL) S AR RE GRADED
2770, A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
SIGNED: _ DATE: �Ptrl� zD 9 � No. GE713 ;r- EARTHWORK QUANTITIES:
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS G.E. NO.: 7� Exp. 9 - 30� 0 �
CUT: 870 CUBIC YARDS
10. PRIOR TO HAULING DIRT OR CO NSTRUCTION MATERIALS T A NY NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT EXPIRATION DATE '3
PR OPOSED
HALL SUBMIT TO AND RECEIVE APPROVALS DEVELO FROM THE CITY ENGINEER FOR CH GiINE OF THE M AS APPROVED BY THE CITY J} �l
��� �t1�� FILL; 870 CUBIC YARDS
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMP P OPTIMUM WITH ALL 2. IRR IGATION E u= vE� FOR TH E GROWTH OF
N TH E � qlf OF CA1 -���
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMP WITH HYDROSEEDED GROWTH DECL ARATIO N N F RESPONS HAR IMPORT: 0 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 THAN: I HEREBY DECLARE THAT I
AM THE ENGINEER OF WORK FOR THIS PROJECT.
A. 20 LBS. PER ACRE OF ROSE CLOVER NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
BUT PRIOR TO FINAL GRADING APPROVAL MID /OR FINAL RELEASE OF B. 20 LBS. PER ACRE OF ZORRO FESCUE THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE ONLY. (CALCULATED ON A TH EORETICAL BASIS. ACTUAL
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
GRADING UNDER PERMIT NO. ,.,5911 -G HAS BEEN PERFORMED IN SUBSTANTIAL D. 4 LBS. PER ACRE OF ACHiLLEA MILLEFOLUI CODE, AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
CONFORMANCE WiTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) NOTE:
THIS QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD
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
DATE AND GRADING OPERATIONS. OF THE CML ENGINEER WHO CERiiFIES SUCH G. ITEM OMMITED E AND F OF THIS
WHERE S U BS ECTIO N
AREA B HYDROSEEDED RELIEVE ME, AS ENGINEER OF WORK, OF T
MY RESPONSIBILITIES FODO THE NOT ENVIRONMENTAL N OT
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR PROJECT DESIGN.
33x
RESIDENTIAL STRUCTURES. 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A
(EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFiLLS AND A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DRiWNG OR BROADCASTING BEFORE HYDROSEEDING. 2. THE
MAXIMUM V
' DAB 4 t1 ERTICAL DEPTH OF CUT IS 4' AND THE MAXIMUM
AND WiLL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE KAMAL EIS
R.C.E. 48592 VERTICAL HEIGHT OF FILL 6_ .
COMPLETION OF GRADING OPERATIONS FIE SHALL STATE THAT OBSERVATIONS IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT EXP. 60/00
•
AND TESTS WERE MADE BY HiM OR UNDER HIS SUPERVISION AND THAT IN
OF AND AGICULTURE CERTIFICATION TAG ATTACHED T0, 3. A.) AVERAGE DEPTH 25,650 (Cu. Ft) = 2.23'
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OR PRINTED ON SAID CONTAINERS. OF CUT 11,476
(Sq. Ft.)
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOiLS REPORTS AND J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. o Q� ° � 0r �9c
B. AVERAGE DEPTH 25,650 (Cu. Ft)
) = 1.37'
ARE SUITABLE FOR THEIR INTENTED USE. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ���`` +�. F �F
OF FILL 18,612 (Sq. Ft.)
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IS MUST "
MAAS
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN Ew
°�°0 LEGAL DESCRIPTION:
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 50% OF THE STRAW INTO THE SOIL s a
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE - SULFATE, 16 -20 -0, WITH
OFCAL�F�
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. LOT 10
OF CITY OF ENCINITAS TRACT NO. 4574, AEORDiNG
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
TO MAP NO. 11809 , REC. MAY 18, 1987
INSTALLED. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
14. ALL AREAS TO BE PALED SHALL BE PREPARED TO BE FILLED AND A. TRACK WALKING SLOPES STEEPER THAN 6:1. c
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. I
T A R S'
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
WN R P R M I T T '
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SATURATED SEED BED.
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE B. THE ADDITION OF SOIL AMENDMENTS, PH ADUSTivtNT, LEACHING OR
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
3250 COUNTRY ROSE CIRCLE
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
ENCINITAS, CA 92024 WE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDOSEEDING IS
WITH SPECIFICATIONS. THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
SECURITY RELEASED.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE A. P. N . E a
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OWNERS CERTIFICATE: r
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND
264 - 291 -10
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
UN
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
FORTA RANCH ROAD
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE. aj �• S Tom..
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL DONALD W. BURTIS
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE EDY H. BURTiS
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WOMMr NOTICE
WiTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SECTION 4215 /4217 OF THE GOVERNMENT 11tH �? k
CODE REQUIRES A DIG ALERT IDNTiFICATiON Jv 61
SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY PlanPlanning Engineering Surveying " F K & S ENGINEERING
NUMBER TO BE ISSUED BEFORE A r SUCH MATERIAL. PERMIT TO EXCAVATE WILL BE VALID.
6 PER YOR DIG ALERT I.D. NUMBER CALL
ENCINITAS: FIRE PROTECTION OLIVENHAIN MUNICIPAL WATER DIST. CARDIFF SANITATION DISTRICT UNDERGROUND SERVICE ALERT
" "M C I1V1TY MAP REVIEWED BY: R REVIEWED BY: 7801 man Center Court, Sulu 200
TWO WORKING DAYS BEFORE YOU DIG No �
•l1 1 Son Diego Ca 92108
DATE DATE DATE
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED D RA W N CHE CKED APPROVALS
CITY OF ENCINITAS ENGINE DEPARTMENT DRAWING NO.
I ADP RET. WALL. REVISE GRADING - IW7 ,F /N- Cfr ltT / -17-W DESCRIPTION: COUNTY RICH NARK NO. Ri p BY PLANS PREPARED UNDER SUPERVISION
OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR:
ADD RET• WALL �- OC 0073 -CHIS. SO IN TOP OF ,�I S� 1 -- G 4110�
HEAD HORIZONTAL: N A DATE
S
LOCA RANCHO SETA CAMNO RO AD. NOM R.C.E. No. 48592 �. BY: BURTIS RESIDENCE LOT 10
P� 7i7i
VERTICAL: _AIL- C Ce �� 1 L ALS 1 1 > l(E I S DATE: DATE: -2 c.s.o vERT►cK CONTROL
MAP N O. 11809
ELLt 119.476 Q&y; U. S.C. # G.S. DATE EXP. 06 -30 -2000 WORK PROJECT NO. 9856 SHEET 1 OF
2
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a LATERAL M BE
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REMOVE EXIST.
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CONCRETE 330 x 2.40 TW EASEMENT PER MAP NO. 11509.
338 .\ \ 3t9-73 T F
e FOR CONIC. SUIRFACE
6' FOR EARTH SURFACE ♦.� TW
♦ SAWCUT orcl Z9.8ZTF
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-n A.C. Berm
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NOT TO SCALE 2' ♦ V 0 0 It - Pi ' 2. TNiI �� ,tb � MH ���� 14388 — —~--- _
_
♦ Q Z9.,1 TF 5 EXIST. 8 " PVC WATER
REMOVE EXIS"iiNG W PEPPER TREE ~—
♦ / / REMOVE EMSTING FENCE
v= / IMTHiN GRADING LIMITS
1 ' RIVETrAY REMOVE 19 LF OF EXISTING A.C. BERM
PER SDRSD G -14
STREET IMPROVEMENTS PER
PLAN NO. TM 4574 -1
SECTION A —A
NOT TO SCALE
/ OF C J,1 '
70P DETAL
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN CHECKED APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
APP RET.WALL.REVISE6RAVIN _ DESCRIPTION: COUNTY BENCH MARK NO. REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF: RECOMMFNED APP
OVED r GRADING AND EROSION CONTROL PLAN FOR: HA � . ADD RET. WALL / /•3• OC 0073 -CHIS. SO IN TOP
HEADWALL. HORIZONTAL: 1 " -20' DATE /
LOC S'W, CORNER EL CAMW0 DEL MOM Ell BURTIS RESIDENCE LOT 1 5911G
0 RANCHO SANTA FE ROAD. VERTICAL- N A R.C.E. N
ZZ �. q RC0. 48592 4- 2 - 9 4 O
FROM RECORD C.S.D VERTICAL CONTROL l �' - AL S IS DATE: DATA- W�pRK PROJECT NO. 9856 SHEET
2 OF 2
Q" 119.476 QdM& U.S.C. h GS. DAM EXp. 06--30 -2000