1990-272 G (Plans) ffi B. NOTMATIONS D. LANDOCAPNS LEGEND STANDARD DRAWING
A. OWN WAL 1. THE DISTENCE AND LOCATION OF UNDERGROUND UNITY PIPES ARID 1. ALL SLOPES 8 4ALL BE PLANTED AND MUTED IN ACCORDANCE WITH PLANS
PROPERTY BOUNDARY
STRUCTURES MOWN ON THESE PLANS WERE OBTAINED BY A MARCH OF APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
AVAILABLE RREC)ORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ENCINITAB GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
- - ` , r . ; �
1. ALL WORM( SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: IRRIGATION STANDARD$.
EXIST CONTOUR M1
STANDARD SPECIPCATIONS KA PIJSLIC WORKS CONSTRUCTION, THE DESIGN L FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
CONSTRUCTION STANDARDS OF THE CITY OF E4CINITA8 AND THE SAN DIEGO THE CONTRACTOR 0 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRIOR TO OCTOBER 1 OR IMMEDIATELY
UPON COMPLETION OF ANY SLOPES
AREA RBOIONAL STANDARD DRAWINGS. ANY GANGES OR REVISION@ PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK GRADER BETWEEN OCTOBER / AND
APRIL 16. EXISTING ELEVATION
7HERSMIIOM SHALL SE APPROVED BY THE CITY ENGINEER PRIOR TO ANY SITE. IT 18 THE OONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
REO FO
UEBT R INSPECTION. OWNERS OF SAID UTILITIES OR STRICTURES PRIOR TO ANY EXCAVATION, E. EROSION CONTROL
L THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNpCAL INVESTIGATION' VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
PROPOSED CONTOUR
FOR PROPOSED SINGLE FAMILY REBKDENTIAL LOT, PARCEL 1. PM 14450 COMMENCEMENT OF WORK: 1. N CASE EMERGENCY WORK 18 REQUIRED, CONTACT CRAIG LEWIS
AT (61111AS49-
ENCINITAS, CALFORNIA PREPARED BY HETHERINGTON ENGINEERNq INC.. OS/L
DARTED JUNE L ISIS AND CEl Y&W GRAM ✓UVCC/ l MA9 SN ALL !6E Q7� &MW SEWER OAXICADIA COUNTRY WATER DISTRICT) 140042114133 L EQUIPMENT AND WORKERS
FOR EMERGENCY WORK SHALL BE MADE PROPOSED ELEVATION
AS A MW OF 7WI -4 6MIRAO RtW. A!L 61UX* .�fIALLDE pSWE /NA&AWANCE SAN DIEGO GAS l ELECTRIC 14 00133 AV AILABLE AT ALL TI DURING TH RA INY SEASON
A NECESS
9. CONSTRUC NST
W11H ENE &vW* NENPAr10N5'SPECW CAW SCONTAINED IN SAID OWZ41EAM. WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 14100�4ffi4133 MATERIALS ERO STO CKPIL
ED
OF TEMPORA DEVICES WHEN RAIN 18 DAYLIGHT LINE
� CUr�
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PACIFIC WELL 14p0�4lI41S9
LOCATION AND TYPE. OF DRAINAGE FAgIJTIEB, NOR OF IMPROVEMENTS CABLE TV (DIMENSION CABLE SERVI ER 14004n4133 EMINENT.
WITHIN STREET RIGHT4)RWAYS. SEPARATE APPROVALS AND PERMITS FOR & DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
THESE SMALL BE REQUIRED IN CONJUNCTION WITH IAPROVEMIENT PLANS. L CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
APPROVAL OF THE ENGINEERING INSPECTOR. BLADED SWALE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
6. CONTRACTOR SALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
TO BEGINNING ANY WORK A THIS PROJECT. PHONE: (611LS FOR INSPECTION. WORMCIGO ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
THE CONTRACTOR ell) SMALL ONE S4 HOURS NOTICE E CALLS FOR BENFT O CONC. DRIVEWAY DS-7
PIORECT ADJACENT PROPERTIES DURING GRADING OPERA710IS. ANYTHING PHONE: �1S) 914601'0. ALL WORK PERFORMED WITHOUT BENEFIT OF �� � RAINFALL PROPO
SED ASPHALT CO
DAMAGED ON DESTROYED SMALL SE REPLACED OR REPAIRED TO CONDITION INSPECTION WILL SE SUBJECT TO REJECTION AND REMOVAL. 6. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL MEASURES
EXISTING PRIOR TO GRADING. AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED Py
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH GRADING OPERATION OR UNFORESEEN CIRCUAM$TANICE8 WHICH MAY ARISE. PROPOSED
FILL SLOPE (21) MAX
MARK WHIGS IE DISTURBED OR DESTROYED SHALL SE RE- ESTABLISHED AND C. GRADIM 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SMALL TAKE NECESSARY
Fill" D BY A REOWTIRED CIVIL ENGINEER OR A LICENSED LAND 1. ALL GRADING SHALL SE INSPECTED AND TESTED BY A QUALIFIED SOILS PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN
SURVEYOR. ENGINEER OR UNDER 118 DIRECTION. HE SHALL INSPECT AND TEST THE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. PROPOSED
CUT SLOPE (21) MAX
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 7. ALL EROSION
CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
DEVICES, INCLUDING SHORING, AND SMALL BE RESPONSIBLE FOR COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PLAN SHALL SE
P40ORPORATED HEREON.
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON S. GRADED
AREAS AROUND THE MRDJECT PERIMETER MUST DRAIN AWAY FROM DIRECTION OF FLOW _
STANDARDS, LAWS AND REGULATIONS. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECT1010 THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE41ALF (114 MILE OF A AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ACCORDANCE
S. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE HARD $CAPE AREA
STRUCTURE FOR HUMAN OCCUPANCY SMALL NOT BE CONDUCTED BETWEEN OPI ION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN END OF EACH WORKING DAY
WHEN THE FIVE (6) DAY RAIN PROBABILITY -
THE HOURS OF S:SO P.M. AND 7'30 A.M. NOR ON SATURDAYS, SUNDAYS AND WITH THE APPROVED GRADING PLANS AND THAT ALL FORECAST Egg FORTY PERCENT (4011)
SILT AND OTHER DEBRIS SHALL
CITY RECOGNIZED 10LIDAYS. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED ER REMOVED AFTER EACH RAINFALL. A.C. PAVEMENT
USE. 10. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE
ALL E
L THE CONTRACTOR SMALL PROPERLY GRADE A EXCAVATED BURFACEB TO EFFECTIVE COVERAGE OF GRADED SLOPES (EOM COVERAGE) PRIOR TO
PROVIDE POSITIVE DRAINAGE AND PREVENT ALL X V WATER. A SHALL NOVEMBER 16. THE SLOPES SHALL SE STABI IZED WITH PUNC HED STRAW
FNP.RAP (NO. P SACKING) D40
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES INSTALLED ACCORDANCE WRATH 8ECT10N 96 F THE EROSION AND
OR TO FINISHED WO ON THE SITE AND SHALL TAKE REMEDIAL MEASURES OF OO N E CONTROL HANDBOOK OF THE SPATE OF CALI FORNIIA DEPARTMENT
TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SU TIME AS FCON$RVATION.
CH
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL I. MARK D. HHETHERINOTON A REGISTERED CIVIL ENGINEER IN THE
STATE OF 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK POR THIS PROVIMT, THAT I
BE PLACER IN ACCORDANCE WITH STANDARD BPEOIROATHONB. ALL CALIFORNIA, PMNCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED BOIL
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DELI ER WAS PROMT AS
VEGETABLE MATTER AND OBJEOTKONABLE MATERIAL BHHALL BE REMOVED BY MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS
DEFINES IN SECTION 6TOS OF THE BUSINESS AND PR01'EMIONS OOOE, AND THAT THE
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 18 TO BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER
MY DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
PLACED. LODGE FILL AND ALLUVI SOILS SHALL BE REMOVED TO SUITABLE DIRECTION DURING APRIL 19M ONE COMPLETE COPY OF THE SOILS REPORT
PAM NATURAL GROUND. THE EXPOSED 8011 S SHALL SE SCARIREO TO A COMPILED FROM THIS STUDY, WITH MY RBOOMMEdDAT10N8, HAS SEEN SUBMITTED
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND MOIDATIONB BY
DEPTH CF S' AND THEN COMPACTED TO A MINIMUM OF SO PERCENT. IT SHALL TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THMEBE
THE COUNTY OF BAN DIEGO M CONPRNED TO A REVIEW ONLY AID ODSr NOT ISMIEVE
SE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD. WATER AND GRADING PLANS AND CERTIFY THE RECOMMENDATIONS INCLUDED IN THE SOILS
ME, AS ENGINEER OF WORM(, OF MY RESPON8IBILITIEB PORK PROJECT CE810N.
COMPACT THE PILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REPORT AND CE AMTLV JtWE Z/, 1990 AW N/S P/fQfECr DAVE DE9J INWlAR7RAIW
4. CUT AND PILL SLOPES 814ALL BE CUT AND TRIMMED TO FINISH GRADE TO NNTUIE6R 1V6 PLANS ANO S4EClrrATl0N_G. SOWARDS AND BROWN
ENGINEERING, INC.
PRODUCE SMOOTH SUMMiACES AND UNIFORM CROSS SECTIONS, THE SLOPES 2157 NEWWCASTL.E AVENUE STE 902
OF OICAVATMON8 AND EIrANK MENTS SHALL BE SHAPED. PLANTED AND CARDIFF BY THE SEA, CALIFORNIA MY
RIMMED
T AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND SIGNED:
ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER ROE NO.: 12W 7
EXPO OR EXRCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO EXP. DATE: ' je&4jI`e 4 �Zo t9
@BOOMS LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TO€ AND I RANDY R ROE 06190
TOP OF ALL BLOM SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING " V*,
.
6. ALL TOM& W%M, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
COLLECTED, PLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE LEGAL DESCRIPTION
CONTRACTOR 90 A8 TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A PARCEL 1 OF PM 14450 QQo( ES 40,4
Li
NEAT AID PIBSHlD APPEARANCE FREE RHOS UNSIGHTLY DEGRIt. APPROVAL
OF LOCATION OF DENIM FILL SHALL BE SECURED FROM THE SOILS ENGINEER 4@ .
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL A8SNS0118 PARCEL RUINER
964490.75
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LEWIS
ONEPTUNE
EiCINITAS, CALIFORNIA 58084
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ATE ERINIOIBlNTTAL REVIEW MOTBB
1. EARTHWORK QUANTITIES
CUT -1,900 C.Y.
FILL -1,900 C.Y.
EXPORT / IMPORT - 0 C.Y.
t7JS0'f dwy taw AM C .
L STEEPEST EXISTING BLADPt WHERE THE PROPOSED SPACING S lO OCCUR 0 1%
a MAXIMUM VERTICAL DEPTH OF CUT 18 6 FEET.
MAXIMUM VERTICAL OEM OF FILL 18 6 FEET.
4.
AREA OF CUT 94.000 FT. 1.4 FRET AVERAGE DEPTH OF CUT
AIt'K AREA OF PILL 9!,000 FTFrm is FEET AVERAGE DEPTH OF PILL
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WORKS DEPARTMENT DRAWING NO. Ld Q
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WORKS DEPARTMENT DRAWING NO. W Q
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