1999-6045 G (Plans) A. GENERAL C. GRADING 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE DECLARATION OF RESPONSIBLE CHARGE LEGEND
SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO
SEEDED GROWTH. CUT 2:1
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1- ALL GRADING SHALL BE OBSERVED AND TESTED BY A I HEREBY DECLARE THAT
I AM THE ENGINEER OF WORK FOR THIS CUT SLOPE (2:1 MAX)
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION.
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 3. HYDRO SEEDING MIX SHALL CONSIST
OF ALL THE FOLLOWING: DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE FILL SLOPE (2:1 MAX) _ FILL 2:1
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY 1. SEED MIX SHALL CONSIST OF NO LESS
THAN: BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
PRIOR TO ANY REQUEST FOR INSPECTION. OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING A. 20 LBS. PER ACRE OF ROSE CLOVER CONSISTENT
WITH CURRENT STANDARDS. PROPERTY LINE.
OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND B. 20 LBS. PER ACRE OF ZORRO FESCUE EASEMENT LINE . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA
2. THE SOILS REPORT TITLED SUPERVISION AND THAT IN HIS /HER OPINION, . . . . . . . . . . . . . .
. . . . . . . . . . . . . . ALL D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA EXISTING CONTOUR .
PREPARED BY ANTHONY- TAYLOR CONSULTANTS DATED _1$ 19 EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF
SNOW) I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT F. 1 LB. PER ACRE OF DIMORPHOLECA SPECIFICATIONS BY THE CITY OF ENCINITAS
IS CONFINED TO A FINISH CONTOUR. 440 0
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR G. ITTEMS
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE ' D C F OF THIS SUBSECTION MAY BE EXISTING GRADE (133.7')
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID THEIR INTENDED USE. OMITTED ON E LO AND CATIONS WHERE THE AREA BEING REVIEW ONLY
AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
HYDRO SEEDED IS NOT VISIBLE FROM EITHER A FINISH GRADE . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . 1� 33.7'
REPORT. PUBLIC STREET OR RESIDENTIAL STRUCTURES. MY RESPONSIBILITY FOR PROJECT DESIGN.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED DRAINAGE SWALE (2% MIN.) . . . . . . . . . . .
. . . . . . . . . . . . - an.-
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT H. ITEM A OF THIS SUBSECTION MUST
BE
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER INOCULATED WITH A NITROGEN FIXING
BACTERIA DAYLIGHT LINE. --H � 1f'
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO AND APPLIED DRY EITHER BY DRILLING OR
SANDBAGS.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL BROADCASTING BEFORE HYDRO SEEDING.
CONJUNCTION WITH IMPROVEMENT PLANS.
MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS 24" R.C.P.. (D -60).
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO BY: ___ -__ _ � - - - -�
DATE: _ �O g
--- - - - - -- CATCH BASIN - - - - (D -7). � b �
CONTROL MEASURES HAVE BEEN INSTALLED. THE JOB SITE IN UNOPENED CONTAINERS WITH THE (SIGNATURE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF - SITE CALIFORNIA DEPARTMENT C RTII TIOPF T FOOD AT T0, ( P.C.C.
LINED BROW DITCH- .(D -75) . . . . . . . . . . . . . . . b b
GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED OR PRINTED ON SAID CONTAINERS. WING HEADWALL.
. . . . . . . . . .(D -34) . . . . . . . . . . . . . . .
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD RCE NO.: _0�'7 741 _ - -_
EXP. DATE: __- - -__ RETAINING WALL . . . . . . . . . .(C -2) . . . . . . . . . . . . . . .
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SPECIFICATIONS. ALL VEGETABLE MATTER AND J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE ADDED TO THE HYDRO SEED SLURRY AT THE
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO DISCRETION OF THE CONTRACTOR. RCA ESS1
SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE Q wAYN 9
PRIOR TO GRADING. REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE 2. TYPE 1 MULCH APPLIED AT THE
RATE OF NO LESS THAN 2,000 z2 un
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED,
Y NO. 057741 Z
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL.
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
SPECIFICATIONS WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY 12 31/01
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW 1
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH INTO THE SOIL.
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE
SULFATE,
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE
OF 500 LBS. S OILS ENGINEER'S CERTIFICATE
REGULATIONS. THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY PER ACRE.
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2)- EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH AREAS TO BE HYDRO SEEDED SHALL BE PREPARED
PRIOR TO HYDRO JERRY L. MICHAL__- A REGISTERED ENGINEER /GEOLOGIST IN
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND SEEDING BY:
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR
A
COMBINATION - OF: FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
HOLIDAYS.
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE A. TRACK WALKING SLOPES STEEPER THAN 6:1. SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE
PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO B. RIPPING AREAS THAT WILL NOT BREAK
UP USING ITEM THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE
"A" ABOVE.
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT DATES _JULY 16T AND AUGUST 16TH 199_9. ONE COMPLETE COPY OF
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED PLANTING BY: SOILS REPORT COMPILED
FROM THIS STUDY, WITH MY
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE RECOMMENDATIONS, HAS
BEEN SUBMITTED TO THE OFFICE OF THE
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING DISPOSAL OF ANY SUCH MATERIAL. A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A
j`" 633 -2770. DAMP BUT NOT SATURATED SEED BED. CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
7(00 D. EROSION CONTROL B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO LEACHING OR COVERING SALINE SOILS TO PROVIDE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPORATED IN THE
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE VIABLE CONDITION FOR GROWTH.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRETT MOORE HYDRO SEEDED AREAS SHALL BE MAINTAINED
TO PROVIDE A GRADING PLANS AND SPECIFICATIONS.
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE AT (760) 942 -5588 VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND LANDSCAPED OR, FOR AREAS WHERE HYDRO SEEDING IS THE
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED �#�O
REGARDS TO THE HAULING OPERATION. MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. AND ALL SECURITY RELEASED. SIGNED ��
��( L. d/
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT L. MICH AL� 0
11. UPON FINAL COMPLETION OF THE WOK UNDER THE GRADING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION PERMIT BUT PRIOR TO FINAL GRADING APPROVAL
AND /OR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CEG N 0 No. C 42590 N
FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION EARTHWORK: * Exp. 3/31/00
SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 3. DEVICES SHOWN ON - PLANS SHALL NOT BE MOVED OR MODIFIED CM\\-
N0. 6045 -G HAS BEEN PERFORMED IN SUBSTANTIAL WITHOUT THE APPROVAL OF THE ENGINEERING-ANSPECTOR.
CUT = _44 � _ C.Y. APPROXIMATE EXP. DATE: 3/31 /00 ,F OF CAL�� '�q U
CONFORMA WITH THE APPROVED GRADING PLAN OR AS
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL y
STATEMENT SHALL BE FOLLOWED BY THE DATE AND DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. FILL = 2 C.Y APPROXIMATE
S'g O
GRADING OPERATION. -
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION = __- SIGNED: �5 �� � � 1 4Ty S SITE
IMPORT/EXPORT 414_ C.Y. APPROXIMATE
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY / BRUCE W. VLOR O T
B. NOTIFICATIONS ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR HIM W. TAYL v � z z
UNFORESEEN CIRCUMSTANCES WHICH -MAY ARISE. 1960 110. 1960
CEG NO.: * CEUp * Q
n ?� OCNEOW 3 Th ST CASA HERMOSA COURT U
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ' C^ w L ���. EXP. DATE: y
�/" Q� GEGEOLOGIST v __j U)
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO LC�1 RI 9 l
CAMINO DEL LLJ
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS OF CAL
_Z RANCHO
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES CONDITION. LOT #
OLIV
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: MAP # 13140 ENHAIN z
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE A.P.N. #264- 430 -08 -00 v 0 m
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
U
MEASU O N EXISTIN UT ILITIES 'L'
T I THE E S S OR 11 Tj�_ _ Q �
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN SITE ADDRESS STRUCTURES LOCATED AT HE WORK SITE
CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH , �� Q
CO o -
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
WORK DAY. _ 1� J �..T QROFESSIL a NE
JA 0
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES 2378 CASA HERMOSA CT. �NWAVI�F e CK (n
AND NOTIFICATION OF COMMENCEMENT OF WORK: ENCINITAS, CA 92024 /
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN <�
A. SEWERS - CARDIFF SANITATION DISTRICT 633 -2770 PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) *7741
2 £� Cq ^
B. GAS & ELECTRIC S.D.G.&E. 800-422-4133 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT NIX
C. WATER - OLIVENHAIN M.W.D. 753 -6466 (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER 0 OED
D. TELEPHONE - PACIFIC BELL 800 - 422 -4133 EACH RAINFALL. O WNER'S CERTIFICATE oS'i9/ s' o� �� c� _
- i NpR >_< 0
E. CABLE TV - DANIELS CABLEVISION 800 - 422 -4133 10. SHOULD GERMINATION OF HYDRO SEEDED SLOPES FAIL TO - .p„��.
z
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 0
C:)
COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 00
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 STABILIZED WITH PUNCHED STRAW INSTALLED IN GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL = Q
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY �/�
PHONE: (6�T9� 633 -2770. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA OF THE SITE. VI CINITY MAP
Q W
.� DEPARTMENT OF CONSERVATION. Z r-_
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR E. HYDRO SEED - THOMAS BROS MAP 25 -D3
INSPECTION. PHONE: (Nal 633 -2770. .
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL NO SCALE O
1. HYDRO SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE _ -- _________ -_ DATE: _�_- ______ L�
O Q0
BE SUBJECT TO REJECTION AND REMOVAL.
GRADED 6:1 (HORIZONTAL TO VERTICAL)OR STEEPER WHEN SIGNATURE:
THEY ARE:
A. THREE FEET- OR MORE IN HEIGHT IN FILL AREAS. z N
N
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE
IS NOT SUBJECT TO EROSION DUE TO THE EROSION 0
RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER. � C z
ANTHONY - TAYLOR CONSULTANTS w 1
San o (Corporate) Saw Praneteeo Coast Area L�
/ • / 304 , CASo Ent Street Fremont , . s 9 4 n
250 30te TX Street Z z
W5 C) Escondido, CA 92029 San Francisco, ca. 94105 Houston, TX 77007
(760) 7M-8800 Q 0
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DFSIGNED BY I DRAWN BY I C BY APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q n
Vi 1 t PLANS PREPARED UNDER SUPERVISION OF RE D P OV
R-
OC -0073 CHIS. SQ. TOP OF HEADWALL W /STEEL GRADING PLANS FOR LOT 8, MAP NO. 13140
FN PST - SW CDR. INT. OF EL CAMtNO DEL 6G
NORTE AND RANCHO SANTA FE ROAD. HORIZONTAL DATE : A RESIDENCE OF JIM FEIST
BY: BY:
045 -
23 , WEST OF RANCHO SANTA FE AND 60 SOUTH /
OF EL CAMINO DEL NORTE CENTERLINES. R.C.E. NO. 12 31 : 057741 01 DATE: ��"��'� P DATE: � `� � ��
2378 CASA HERMOSA COURT
VERTICAL ENGINEER ENCINITAS, CA 92024
EL.= 119.476 DATUM: U.S.C.&G.S. KENNETH WAYNE WILSON EXP. WORK PROJECT N0. SHEET 1 OF 2
s ...1
i
1 c�2
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LEGEND
\ 6 DRAINAGE DITCH CUT SLOPE (2:1 MAX) cur 2:1 . . . . . . . . .
. . . . y
/ \ - FILL SLOPE (2:1 MAX) (DASHED = EXISTING)
FILL 2:1
Dc
/ ♦ ♦ � / PROPERTY LINE. . . . . . . . . . . . .
EASEMENT LINE. . . . . . . . . . . . . . . .
EXISTING CONTOUR. . . . . . . . . . . . . . . —per
/ ♦ ^ �- FINISH CONTOUR. .
40
EXISTING GRADE . (133.7
EXISTING TOP OF SLOPE FINISH -GRADE . . . . . . . . . . . .
. . . 133.7
O� \' DRAINAGE SWALE (2% MIN.) . . . .
/ / \ ��,�o� ♦ �,� SANDBAGS. . . . . . . . . . . . . .
. . .
\ , 8 PVC . . . . . .(D-60) . . . . . . . .
CATCH BASIN. . . . . . . (D -7) . . . . . . . .
P.C.C. LINED BROW DITCH. . (D -75) . . . . . . . b =>
PROPOSED TOP OF SLOPE RETAINING WALL. .(C -2) . . . . . . .
/
400,
- `-
/ o Q
/ / �•a G i \ \ � �,
G NOTE
6_ WA LL PER CITY STD. 222 / t1�� ♦ EROSION CONTROL SHALL BE ESTABLISHED ON ALL
�
/ / •� ,3,�g� X OR SLOPES GREATER THAN 5 FEET IN HEIGHT.
PAD ELEV. =145.7 , / / os V3 45, is( F
/ O
ar
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F.F. =136.2 3.1 - _ ♦ �,
/ ��0•3 PAD ELEV. =135.7 q� - - \ - °
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0
/ 135.7 FG �- - / � n
/ / z z
Z 30 ^� pa / Q O
/ 1 3.3.56 FG � - Q� i / � U
1 INCH = 10 FEET / / / I ��O � (n
GRAPHIC SCALE / NAPPROVED FILL TO BE REMOVED Un W
/ �° �,�h 3� saf �' / AND REPLACED PER SOILS REPORT z m
U
/ \ / �� • / O
/ LLj
O IMPORTANT NOTICE 00
Section 4216/4217 of the Goverment Code requires Q 00
1 , / a Dig Alert identification Number be issued before z
a Permit to Excavate be valid. For your Dig Q L,J
PAD ELEV 126.7 Alert Number Call z
Underground
Service Alert � O
Of � le
� � / Q ROF ESS /pN _
CALL: TOLL FREE 1 -800 422 -4133 Q N
' ` / *AY q� `�'' z N
lop 68 Two World Days Before f ` de \ / � ��
n9 y 1 You �9 .
/ / Y W. 057741 Z � _ O
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/ V 12 31/01 W (n Cn
CASA HERMOSA COURT / IV z w L J
34 f • S °
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING NO. LLJ Q CL
OC -0073 CHIS. SQ. TOP OF HEADWALL W /STEEL PLANS PREPARED UNDER SUPERVISION OF RE AP ROV C�RADNVCa PLANS FOR
LOT 8, MAP N0.13140
FN PST - SW COR. INT. OF EL CAMINO DEL �`
NORTE AND RANCHO SANTA FE ROAD. HORIZONTAL 1 =10 DATE 1 /99 BY BY RESIDENCE OF JM1A FEIST
6045-
23 WEST OF RANCHO SANTA FE AND 60 SOUTH 057741
OF EL CAMINO DEL NORTE CENTERLINES. NONE R.C.E. NO.: DATE: DATE: d -11 .q 2378 CASA HERMOSA COURT
VERTICAL ENGINEER 12/31/01 ENCINITAS, CA 92024
EL. 119.476 DATUM: U.S.C. &G.S. KENNETH WAYNE WILSON EXP. — WORK PROJECT N0. 99 -1380 SHEET 2
OF 2
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