1996-4671 G (Plans) WORK TO BE DONE - GRADING PLAN NOTES ENVIRONMENTAL DATA: � r ..___ tiv -•��
A. GENERAL E. EROSION CONTROL STEEPEST EXISTING NATURAL SLOPE ON -SITE = 397
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WAYNE HOLDEN AT (619)
753- _
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 5652. MAXIMUM VERTICAL DEPTH Of CUT = 7.5'
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STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
MAXIMUM VERTICAL DEPTH OF FILL= 5.5'
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE TIMES DURING THE RAINY SEAS O^: (OCTOBER 1 TO APRIL 16). ALL NECESSARY
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APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILI- VOLUME OF
CUT IN CU.FT. 36,367 CU.FT. 0
2. THE SOILS REPORT TITLED, 'PRELIMINARY GEOTECHNICAL INVESTIGATION, TATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. AREA
OF CUT IN SQ.FT.= 12,513 SQ.FT. _ -2.9 FEET AVERAGE DEPTH OF CUT 2 (v' 17' � '
PROPOSED SINGLE - FAMILY RESIDENCE, LOT 39, CAMINITO RICARDO, ENCINITAS, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
THE
CALIFORNIA', PREPARED F- ALBERT R BARRY, DATED MARCH I 1996, SHALL BE APPROVAL OF THE ENGINEERING INSPECTOR. VOLUME OF FILL IN CU.FT.
15,852 CU.FT. / RaTAININCr W&LL ADDED ,�DIn. &bova) /NG /MPMnEMEN1s
CONSIDERED AS A PART OF - THIS GRADING PLAN. ALL GRADING SHALL BE DONE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
AREA OF FILL IN CU. FT.= 11,193 SQ. FT. _ +1.4 FEET AVERAGE DEPTH OF FILL CONST RU crtON of �' 6LOeK WALL- �• 7W 3g3� -/
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRO-
PER 1.0,0.0. *` 22 2
SAID REPORT. DUCING RAINFALL. EARTHWORK QUANTITIES: *NOTE: EXACT QUANTITY OF FILL VOLUME CAN ONLY BE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
CUT = 1,347 CU.YDS. DETERMINED WHEN TESTS ARE DONE DURING CUT Cm.):sEF 'E. ✓0V aWrXx•w(viV_S 1A"w
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
FILL= 587 CU.YDS.* AND COMPACTION VALUES OBTAINED FOR FILLS. s
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE
CAMINITO RICARDO
RE . CEARTf/!✓ORK9WM7T /ES�9REB£sEO !/PGiVSO /LS RER TF�r!/✓LHTiGY ✓ Ee✓envE+K�'
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REQUIRED CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRE- LOT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS
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5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT CREATE A HAZARDOUS CONDITION. AL - -sT/w'G 6'Cyc/ /�.✓c7E /VEIS
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ADJACENT R' p�WL���•� / �
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
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DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITIONS EXISTING PRIOR SHALL BE INCORPORATED HERON. _
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TO GRADING. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK OF SLOPE AT THE CONCLUSION OF EACH DAY.
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WHICH IS DISTURBED OR DESTROYED, SHALL BE RE- ESTABLISHED AND REPLACED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
` 3 '" ,� d` - / ?��� 114' P" \• '
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. EACH WORKING DAY WHEN THE FIVE(5) DAY RAIN LOT 9
PROBABILITY FORECAST EXCEEDS ` \ 1 \ /O� yL
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7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES FORTY PERCENT (407). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
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INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, RAINFALL. 3Tna1► off
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STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFF�
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8. GRADING AND _ 1 /.
EQUIPMENT OPERATING WITHIN ONE HALF (�) MILE Of A STRUCTURE COVERAGE OF GRADED SLOPES (907 COVERAGE) PRIOR TO NOVEMBER 15, THE \ - \\
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FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 SLOPES SHALL BE STABILIZED
NOR ON SATURDAYS, _ WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
P.M. AND 7:30 A.M.
, SUNDAYS, AND THE CITY RECOGNIZED WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK �� ;
HOLIDAYS. OOK OF THE
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STATE Of CALIFORNIA DEPARTMENT OF CONSERVATION. LZ \\ \\ Cfi
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9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING MEETING HAS \ \ ` w
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, SOILS ENGINEER CERTIFICATE �, \ Ira
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CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE \\ ` AF f' s /' - '�
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PRE -GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS I, ALBERT R. BARRY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
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IN ADVANCE BY CALLING (619) 633 -2770. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY /c�� s
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10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN
THIS SI TE WAS MADE BY ME OR UNDER MY DIRECTION e8-1s--?g ONE b `� \` �,Cs w p
CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT T0, COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL WITH MY
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ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
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THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO HAULING OPERATION. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE RECOMMEN -'�
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11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO DATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BE R- O
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TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AN AS- GRADED PORATED IN THE GRADING PLANS AND SPECIFICATIONS. oP tvoFessr o � \\
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CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT #4671.4 SIGNED:
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HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING ®� �I� q? f� _ Gz�ti✓yAfiVRD ou ✓ENf/MX
PLAN, OR AS SHOWN ON THE ATTACHED AS GRADED PLAN ". THIS STATEMENT SHALL SIGNED: DATE: v C Z 8 0 4 pF \� \ S
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BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO RCE NO. E "� 3131198 # \`�`\
CERTIFIES SUCH GRADING OPERATION. EXP. DATE: �j /3 / /gg \ � N
B. NOTIFICATIONS lArFOCCAtFOQ�� 70 � \\ _ ,.IF' / ��� � b� LNG /N /rA5 ti SITE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND ST T DECLARATION OF RESPONSIBLE CHARGE CA t. / f> n�,\
t0 �!� 1Y Oil
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SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
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THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
SHOWN ON THESE PLANS. HOWEVER: IN SECTION 6703 Of THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN\
IS CONSISTENT WITH CURRENT STANDARDS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRO- �Ib IN
TECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
�s9• ttWl d / H10.0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS CITY OF ENCINITAS IS
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS I= G
OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIFICATION ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. VrJb
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AND LOCATION Of UTILITIES AND NOTIFICATION OF COMMENCEMENT Of WORK: p,, �
BARRY AND ASSOCIATES 1� t i�lp�t� • CNOSC.�EJ
SEWER: CARDIFF SANITATION DISTRICT 1- 800 - 422 -4133 P.O. BOX 348
GAS & ELECTRIC: SAN DIEGO GAS & ELECTRIC COMPANY 1- 800 - 422 -4133 ENCINITAS, CA 92023 -0348 t IL ;\\ \ \� �(I
f �" �p P o VICINITY MAP
WATER: OLIVENHAIN MUNICIPAL WATER DISTRICT 1- 800 - 422 -4133 �� �Np • \� tll •�
TELEPHONE: PACIFIC BELL 1- 800 - 422 -4133 e� 4Z78tl3 a
CABLE TV: COX CABLE SERVICES 1- 800 - 422 -4133 r .1 �I•#(
BY: DATE: <l (r \ LEGEND STANDARD: SYMBOL:
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
A LBERT R. BARRY R 27683 E1�aL._.`._ •.
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. IY� c/y \\ �`� + #►� (�t�
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. F c +6 4tfo \ \ \ ° 5
PHONE: (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION LEGAL DESCRIPTION: \\ �_ ` w (II ,f,
PROPERTY LINE....
WILL BE SUBJECT TO REJECTION AND REMOVAL. LOT 39 OF COUNTY OF SAN DIEGO TRACT # 3494 -1, MAP 9051, FILED DEC 13, 1978. ? \\
EXISTING CONTOUR....... -
C. GRADING ASSESSOR'S PARCEL NUMBER: O �� {�\ \`� `\_ /�I�D rL EXISTING ELEVATION .....................
(EL. 207.0
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER 264- 162 -33 p
OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACE- g lA
MENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. OWNER/ PERMITTEE: \�_ 1 NEW CONTOUR....(
"FG " = FINISH GRADE) ....
HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITA- RICHARD LARSEN `\ �`_
BILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE P.O. BOX 923 J �0 '� t / p
NEW ELEVATION..( "TOC " = TOP OF CONCRETE)
SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM, OR UNDER HIS RANCHO SANTA FE, CA 92067 �, ��
'- _ _ - -'
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SUPERVISION, AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS DAYLIGHT LINE ..........................
WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ' u
ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OWNER S CERTIFICATE y
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR o \ t EARTH BLADED SWALE ..................
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2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE WILL BE RETAINED TO SUPERVISE OVER -ALL GRADING ACTIVITY AND ADVISE
ON THE co
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POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL COMPACTION AND STABILITY OF THE SITE. � \ `- +
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URFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED \ ��� + 1" _ 20' CONCRETE
DRIVEWAY......... . 1'. :::.� M
WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION �� DATE: cJS - - Q / / o.,.. ro rb sa
CONTROL MEASURES HAVE BEEN INSTALLED. �
HARDSCAPE .................PER PLAN..... N
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE RICHARD A. LARSEN
_ _ _ _ = Q
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER t 6" PRIVATE STORM DRAIN .... SDRSD
D -60 ... cq / `�J GRADING PLAN
AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE Q
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL t 12" SQ. PVT CATCH BASIN...
BY BROOKS 0 0
SOILS S HALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED 0 SLOPE: (3:1
MAX, PER SOILS REPORT) ���- N
SOILS SHALL BE 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. � ca �
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
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MOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS _
AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE � V cl,
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE,
ROOTS,AND OTHER WASTE MATTER EXPOSED,OR EXCAVATION OR EMBANKMENT SLOPES m W n
WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF.
THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE
GRADING ORDINANCE. �.
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COL-
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LECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR
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SOAS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED co
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS x
FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MATERIAL. O 0
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D. LANDSCAPING
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS O
APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF d
ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLSHED ON ALL SLOPES PRIOR TO
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OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN L
OCTOBER 1 AND APRIL 15.
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE COMMUNITY DEVELOPMENT DEPARTMENT DESIGNED BY 1 DRAWN 13Y CHFCKED B
Y Z 0 a
WDN WON ARB APPROVALS CITY O ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING LLJ Q a
I A5- >3uILT G 3a•97 OC -0073 CHIS SQ. TOP HEADWL MARKO W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV
D GRAD R:
GRADING PLAN FOR
STEEL FN PST AT SW COR/ INT EL CAMINO o �/ /�
DEL NORTE & RHO SANTA FE RD, 23 FT W. HORIZONTAL " =zO n
NORTE CENTERLINE. RECORD FROM S. DIEGO VERTICAL NONE / DATE : J 2 UJ(o BY: oc• l BY: 3115 CAMINITO
RICARD0 OLIVENHAIN 4671
RHO SANTA FE & 60 FT S. EL CAMINO DEL BY: DATE: : / _ R.C.E. N0.: 276133 DATE: DATE: 5-29 -9� �'
aP -N• 264 - 162 -33 LOT 39, MAP NO. 9051
ELEVATION 119.476, DATUM: U.S.C. &G. S.
- c alc oLSON ENGINEER EXP. B WORK PROJECT NO. SHEET 1 OF