1991-1276 G (Plans) WORK TO BE DONE WORK TO BE DONE (CONT)
A. GENERAL J. LANDSCAPING
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1• ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE NTH PLANS APPROVED BY
N SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS THE CITY ENGINEER. PLANS SHALL
CONFORM TO THE CITY OF ENCIMTAS GRADING
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY ORDINANCE AND ALL ADOPTED LANDSCAPE
AND IRRIGATION STANDARDS.
HAY BALES FOR SEDIMFNf CONTROL CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 2. FINISH
GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
BETWEEN AUGUST 1 AND APRIL 1 WHILE TO ANY REQUEST FOR INSPECTION. OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF
ANY SLOPES GRADED BETWEEN
CONSTRUCTION IN PROGRESS 2. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION REPORT AND FOUNDATION OCTOBER 1 AND
APRIL 15.
EDGE OF PAVEMENT °' E.P. RECOMMENDATIONS PREPARED BY SAN MARCOS ENGINEERING INC. DATED NOV. 2 1989 SHALL
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
�L:��x__�L -- _,._ -,� ,,..+•- •�,1�- x , f CONIC DRIVEWAY } ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED
IN SAID REPORT. E. EROSION CONTROL
PER STD G - 14 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION, AND TYPE
OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 1. IN CASE EMERGENCY WORK IS REWIRED,
CONTACT RAYMON HOLDER AT (619) 942 -8365.
i CROSSHATCHING 'NDICAT ^^ i SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH 2. EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
EXTEN T OF FROS,ON CL,N � ROL _
P AI4 "NG 4MPPA + ,5 \ IMPROVEMENT PLANS. DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE
aF 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY DEVICES
itiBJUS "fRA DN Ey J 5 4�' �1 - 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
WHEN RAIN IS EMIMENT.
P -A ANT" FROM FLA TS Al '2 .C.�i �� �S °I r.
_ _ -- - -r --- - -- - --- - -� P JIOr_ SURFACE U l 12 �aJ% r 2 PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
P? C,A' ON SYc TFU 1' -1 MAN[ A- h, 3 'i REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. OF THE
ENGINEERING INSPECTOR.
....�
ONTROLS. PLAN TIN TO BE % a 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
FS ?4BI iSHCD PRIOR Tp AU6tiST t 156 ° ? `� DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING AI
I �\ CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 5. THE CONTRACTOR SHALL INSTAL! ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE
vARO DRA NS Y OO 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING REQUIRED BY THE
CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN
r' DACE 0; WA,
ti SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ST4'E AND FEDER41_ CIRCUMSTANCES WHICH MAY ARISE.
-`. F! DA _ NF A" - - X Y /�RD
r TOP OF DRIVEWAI' ' DRAA SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. THE CONTRAC SHALL BE RESPONSIBLE
AND SHALL TAKE NECESSARY PRECAUTIONS TO
'W 16,50 8 . - - -- •� GRADING AND EQUIPMENT OPERATING WITHIN ONE - HALF (1 MILE OF A STRUCTURE FOR
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HA7.ARDOUS
DRa�r:P���t 7� P AnL SLAB �6 HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND CONDITION.
�h`O' S6 0, 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 7. ALL EROSION CONTROL MEASURES
PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
-- N TW X 16.1 o - .o 6 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD INCORPORATED
HEREON.
�`' p ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS 8. GRADED AREAS AROUND THE
PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
f ENGINEER, GRADING CONTRACTOR AND PERMITEE. THE PREGRADE MEETING SHALL BE SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
E / SCHEDULED WITH THE CITY AT LFAST 48 HOURS IN ADVANCE BY CALLING (619) 944 -33 9. ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
I WORKING DAY WITH THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
4' YARD' �R PERCENT (409.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
DRAIN' $ B. NOTIFICATIONS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
R. ` I; • Z OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER T5, THE SLOPES SHALL BE
Z 1; 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON STABILIZED WITH PUNCHED
STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
PVC DRAIN PIPE THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF THE EROSION AND SEDMIENT
CONTROL HANDM OF THE STATE OF CALIFORNIA DEPARTMENT
N ; o u OUR KNOWLEDGE THERE AREA NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, OF CONSERVATION.
E� STING RETAINING WALL HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
T REMAIN
• ' PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
EXISTING RETAINING WALL • THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
' TO REMAIN 1 UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION a.
x .
• j W , 162.0 OF UTILITIES AND TIFICATION OF COMMENCEMENT OF WORK:
4 YARD ----- - - - - -- '
• DRAIN' A. SEWERS - ENCMTAS SANITARY DISTRICT - (619) 944 - 5079 SOILS ENGINEER $ CERT�ICATE F
4 YARD DRAIN B. GAS At ELECTRIC - SAN DIEGO GAS AND ELECTRIC COMPANY - (800) 422 -4133
g �'bN50 O. /yFt"S A REGISTERED CIVIL ENGMEER IN THE STATE OF -
C. WATER -SAN DIEGUITO WATER DISTRICT - (619) 753 -1145 I, _
p p si 4" PVC DRAIN PIPE D. TELEPHONE - PACIFIC BELL - (800) 422 -4133 CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOIL MECHANICS, ,
\o
E. THE SOIL CONDITIONS PREV
E CABLE TV - DIMENSION CABLE SERVICES - (619) 471 -9000 HEREBY CERTIFY THAT A SAMPLING AND STUDY OF TH
T
' --- - - - - -- 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINING OF WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEE
THE DAB IF ._
-- I
_ ANY WORK ON THIS PROJECT. PHONE (619) 944 -5070 OCTOBER 27, 1989 AND NOVEMBER 2, 1989. ONE COMPLETE COPY
OF
4 PVC
DRAIN PIPE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. THE SOILS REPORT COMPILED FROM
THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEE
' P � � •-
PHONE (619) 944 - 3374. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBMITTED TO THE OFFICE OF THE
PTY D4NIEEA FURTHERMORE, 1 HAVE RENEWED
SUBJECT TO REJECTION AND REMOVAL. THESE GRADING PLANS AND CERTi'Y 114AT THE RECOMMENDATIONS NCLUDED IN THE
SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
---- - - - - -- SPECIFICATIONS.
C. GRADING
J
'
s � 0 :. SIGNED:
4" YARD 4 YARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
'
DRAIN sa2e n 2721 E UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND RCE NO.:
2 9_ - z:
EROSION CONTROL PLAN ® GRADING PLAN ® COMPACTION OF FILLS AND BACKFILL$ AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
) Na a E OOO 943 ;
216 SOILS REPORTS AS REWIRED AND WILL BETERMINE THE SUITABILITY OF ANY FILL EXP. DATE:
ONSITE GRADING QUANTITY + �Z� 3 �/ ----�
/- CY (CUT) MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS tap 1123194
OFFSITE GRADING QUANTITY +/ -373 CY (CUT) AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION,
ALL �'r T CHN�� a
AVERAGE DEPTH OF CUT +/- 7 FT EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED off`
ENCINITAS NO ENVIRONMENTAL REVIEW REQUIRED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
-
-- INTENDED USE. JOB ADDRESS
HLvU �` PROPERTY LINE ...... I .... CUT SLOPES
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 75 EAST "E' STREET
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND ENCINITAS, CALIFORNIA
r EXISTING STRUCTURE SWALES AND FLOW DIRECTION AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND
SHALL
PROJECT
r TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNITL SUCH
u .LOCATION TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ASSESSOR PARCEL NUMBER
`n s LOT NUMBER .............O3 AREA OF PROPOSED BUILDING 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED 258- 201 -31
4 p S? - IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND
NOT PART OF THIS PLAN OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
EXISTING ELEVATION
A� 33 SHOWN FOR REFERENCE UPON WHICH THE FILL, IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE LEGAL DESCRIMM
i I REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED ALL OF LOT 17, TOGETHER
WITH THAT PORTION OF BLOCK "A' OF McNEILL AND KEY'S
NEW CONCRETE TO A DEPTH OF 6" AND THEN COMPACTED TO MINIMUM OF 90 PERCENT. IT SHALL BE THE SUBDIVISION OF
EAST BLOCK 6 OF ENCNNTAS, IN THE CITY OF ENCINITAS, COUNTY OF +
_ --
�A C CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 112, FILED IN THE
)CE AN NET' PAD ELEVATION 47.33 DRIVEWAY AREAS PER
STANDARD G -14 STRICT ACCORDANCE WITH SPECIFICATIONS. OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL
5, 1887, DESCRIBED AS
F S1 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH FOLLOWS:
4 SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS BEGINNING AT THE NORTHEAST
CORNER OF SAID LOT 17, TFIENCE ALONG THE NORTHERLY
REQ E?A FINISH ELEVATION
-- - - -- ......
NEW RETAINING WALL SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LINE OF SAID
BLOCK "A , NORTH 89 EAST TOT HE NORTHWEST CORNER OF LAND
SEE REFERENCED DETAILS
N ® • LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER DESCRIBED
IN DEED TO WILLIAM C. YUNGEBERG, RECORDED MARCH 27, 1975 AS FILE NO.
G S EXISTING CONTOUR ......... EXPOSED OR EXCAVATION LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND -75- 070057
OF OFFICIAL RECORDS; THENCE ALONG KSTERLY UWE THEREOF, SOUTH W
C-D TOP OF ALL SLOPES SHALL BE RWNIOED IN ACCORDANCE WITH THE GRADING ORDINANCE. 0'38'50' EAST, 85.34 FEET TO
THE SOUTHWEST CORNER THEREOF, SAID CORNER BEI IG '
S. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, ON THE CENTER LINE OF SAID BLOCK
'A'; THENCE WESTERLY ALON SAID CENTER LINE TO Q
N `� FINISH GRADE CONTOUR PILED OR OTHER
..... ` r `�� '. THE AREAS THA HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPE*ANCE FREE FROM LOT 17 TO THE
POINT OF'BEGINNING. Y l�lE OF SAID _ z
5a v WISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE SOUTHEAST CORNER OF SAID LOT 17•
THENCE ALONG SAID EASTM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION QF DEBRIS FILL SHALL BE SECURED FROM THE -
�„`
LIMITS OF GRADING ......... SOILS ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
.. x ;: °,
6. NO INSPECTIONS BEYOND THE FOUNDATION ARE TO BE PROVIDED BY THE BUILDING DEPARTMENT W - N
l UNTIL RECEIPT OF THE ROUGH GRADING APPROVAL NOTICE APPROPRIATELY SIGNED BY THE W W
�+ y j n r`rt t �� PUBLIC WORKS ENGINEERING INSPECTOR. c r.
VICINITY MAP NOT TO SCALE GRADING PLAN LEGEND At
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REVISIONS APPROVED GATE REFERENCES DATE ��,5.' r T A�'lIOIVAL.� PART N W Q
Ti�waiNNieaASisn�ai�r COMMUNITY 02"LO'Imf. IrMAENDE PPR OVER v GRADING P� t �
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L- - - - - -- 2 : µ TOP AND BOTTOM --- --- -- - - -- 2 : 14 TOP AND BOTTOM
4�I,N 3 CLEAR TO ALL FOOTING STEEL 3' CLEAR TO ALL FOOTING STEEL
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