2008-1001 G (Plans) GRADING NOTES STORMWATER POLLUTION CONTROL ENVIRONMENTAL NOTES:
BMP NOTES RELATIVE TO CONSTRUCTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50%
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ACTIVITIES (EXCLUDING ANY EXISTING MAN MADE SLOPES).
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CONCRETE WASHOUT
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 5.5 FT AND THE MAXIMUM
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS 6 FT
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
REQUEST FOR INSPECTION. WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3. A.) AVERAGE DEPTH = VOL F T
F = 7Q
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OF CUT AREA OF CUT
S.F. = 5420
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. C.F./ S.F. = 1.25'
B.) AVERAGE DEPTH = VOLUME %_FILL (C F_) = 6750
OF FILL AREA OF FILL (S.F.) 1850
C.F./ S.F. = 3.6'
FREE FROM UNSIGHTLY DEBRIS.
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
FOR 342 HILLCREST DRIVE DATED JUNE 16TH 2008
AS -
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
PREPARED BY COAST GEOTECHNICAL
CONSTRUCTION SITE ACCESS
ENGINEER OR
ALL SUBSEQUENT UPDATE LETTERS SHALL BE CONSIDERED AS A
GRADING SHALL BE DONE IN
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
PART OF THIS GRADING PLAN. ALL
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
TRACKING S SHALL
MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED
CONTAINED IN SAID REPORT.
N C UDE USING
PANELS/PLATES.
3.
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
CONSTRUCTION VEHICLES
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
1. ALL SLOPES SHALL BE PLANTED AND
CONJUNCTION WITH IMPROVEMENT PLANS.
IN ACCORDANCE
4.
WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE
EROSION CONTROL
ENGINEER.
GRADING.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
CONFORM TO THE CITY OF ENCINITAS
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
5.
CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
6.
THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
OR A LICENSED LAND SURVEYOR.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
7.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
UNNECESSARILY; THEY HELP DECREASE EROSION.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
8.
GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2)
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
PERENNIAL GRASSES TO
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND
CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7: 30 A.M.
SHIELD AND BIND THE SOIL.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
9.
NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
GRADING ACTIVITIES ARE COMPLETE.
MEETING HAS BEEN HELD ONSIE WITH THE FOLLOWING PEOPLE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
GRADING PREGRADE
SHALL BECSCHEDULED WITH THEMCITYEAT EAST IN
ON-SITE CONSTRUCTION MATERIAL STORAGE
ADVANCE BY CALLING (760) 633 2770
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
10.
PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE
FOR ALL FUEL STORED ON-SITE.
CITY ENGINEER FOR THE PROPOSED HAUL ROUE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
OPERATION.
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
11.
UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
PERMIT BUT PRIOR TO FINAL GRADING
APPROVAL AND/OR FINAL
BE
BARRIER AROUND THE PERIMETER AT ALL TIMES.
RELEASE OF SECURITYa AND AS-GRADED CERTIFICATION SHALL
PROVIDED STATING: THE GRADING UNDER PERMIT NO. 10101-G
TRAINING
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH E
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE
ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOES
SUCH GRADING OPERATION.
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
12.
ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
WASTE MANAGEMENT
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
ANY FILL MATERIAL. UPON COMPLETION OF
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
SUITABILITY OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
AND THAT
THEIR INTENDED USE.
BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
13.
THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
ID
OF WATER HE SHALL CONTROL SURFACE WATER AND AVOID
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
.
DAMAGE ADJOINING PROPERTIES OR TO FINISHED WORK THE
MATERIAL.
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
INSTALLED.
VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN
14.
ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
THE HAZARDOUS
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
OBJECTIONABLE
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL
WASTE HOTLINE TOLL FREE AT (800) 714-1195.• FOR INFORMATION ON LANDFILLS
SPECIFICATIONS. ALL VEGETABLE MATTER AND
SHALL BE REMOVED BY THE CONTRACTOR FROM THE
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
MATERIAL
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
REMOVED TO SUITABLE FIRM
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
AND ALLUVIAL SOILS SHALL BE
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
RECYCLING RECEPTACLES AROUND THE SITE.
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
CONTRACTOR'S RESPONSIBILITY TO
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
PERCENT. IT SHALL BE THE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
ACCORDANCE WITH SPECIFICATIONS.
LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
15.
CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
SURFACES.
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
MATTER
OWNER'S
CERTIFICATE
EXPO EDNOR EXCAVATION OROEMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
TOP OF ALL SLOPES SHALL BE ROUNDED IN
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
OF. THE TOE AND
ACCORDANCE WITH THE GRADING ORDINANCE.
THESE PLANS.
16.
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
APPROVAL OF LOCATION OF
B.) AVERAGE DEPTH = VOLUME %_FILL (C F_) = 6750
OF FILL AREA OF FILL (S.F.) 1850
C.F./ S.F. = 3.6'
FREE FROM UNSIGHTLY DEBRIS.
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
THE IMPROVEMENTS.
AS -
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH MATERIAL.
I HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE OF
THE COMPACTION
LANDSCAPING
AND STABIL9Y OF TTHE SATE!
✓
57vEN R .
1. ALL SLOPES SHALL BE PLANTED AND
IRRIGATED
IN ACCORDANCE
G' Y( /
o l� o
R.C.E. 6512,4
WITH PLANS APPROVED BY THE CITY
ENGINEER.
PLANS SHALL
v
CONFORM TO THE CITY OF ENCINITAS
GRADING
ORDINANCE AND
ROGER OMPTON
DATE
VICINITY MAP
T. B. 1148-E4
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
WORK:
A. SEWERS - LWD (760) 753-0155
B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT
C. WATER - SDWD (800) 422-4133 - DIG ALERT
D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT
E. CABLE TV - COX (800) 422-4133 - DIG ALERT
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760) 633-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
REJECTION AND REMOVAL.
TS I LEUCADIA WASTEWATER DISTRICT
REVIEWED Y:
X7 lee
V DATE' �. .- arhr
eQl�/L�_
�(p, %-30-/3 1 DATE:
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. k-� _ � 0 22 69, ENCINITAS FIRE PROTECTION DIST. I SAN DIEGUITO WATER DISTRICT
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
SLOANY SLOPES GRADED E 1 OR I MEDIA RLI AND COMPLETION PEGGY COMP ON DATE EWED B
1
D TE.
DATE
DATE
CITY OF ENCINITAS BRASS DISC IN
4AGE BOX INLET AT THE NORTHEAST
ER OF THE CIY OF ENCINITAS
ADIA OAKS PARK ON THE WEST
OF RAINTREE DRIVE
=67.639 DATUM=NAVD 88
SCALE
HORIZONAL N/A
VERTICAL N/A
REVIEW Y-
DATE: loo
DATE:
VIEWED Y.
1p Z�ag
DATE:
PLANS ?PREPARED UNDER THE SUPERVISION OF
DATE: 10-16-06
STEVEN R. ,J NES R.C.E. NO. 65124
EXP. 09-30-09
SAN DIEGUITO WATER DISTRICT
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION
OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND
UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E.,
LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BY SAN DIEGUITO WATER DISTRICT.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTE WASC STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE
UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN
PARALLELING WATER SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
VAULTS.
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN
FRONT OF THE PARCEL THEY ARE SERVING.
LEGAL DESCRIPTION
THAT PORTION OF LOTS 28 AND 29 OF AVOCADO
ACRES UNIT NO. 3, IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO OFFICIAL MAP THEREOF NO. 2063,
FILED IN THE OFFICE OF THE SAN DIEGO COUNTY
RECORDER, OCTOBER 1927.
A. P. N : 216-081-15
SITE ADDRESS
342 HILLCREST DRIVE
ENCINITAS, CA 92024
0 WNER/PERMITTEE
ROBERT AND PEGGY COMPTON
342 HILLCREST DRIVE
ENCINITAS, CA 92024
SOIL ENGINEER'S CERTIFICATE
l�9A, .BvwtL�
I, 1LLt�LaQ_Si�+ k4NCf A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES AND ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS PORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRAPIN
SPECIFICATIONS. o e ,ta 41,VIT-CO 6y 2!E .2r o4rE4 -
SIGNED: a `z
RCE NO.: CZA__2-Z0_9---
t
EXP. DATE: _I 3irGo
COAST GEOTECHNICAL
779 ACADEMY DRIVE
SOLOANA BEACH, CA 92075
8583 755-91626 (F))
z .;
STATEMENT OF ENGINE ER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER