2004-9140 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTION AC S 1. THE STEEPEST EXISTING SLOPE IN THE
GRADED AREA IS <10% LOT C AND D IN BLOCK 71 OF
1. ALL I RK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING
ANY EXISTING MAN MADE SLOPES) . CARDIFF VILLA TRACT ACCORDING
WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRE WASHOUT TO MAP THEREOF N0. 1469
THE STANDARD SPECIFICATIONS FOR PUBLIC
CONSTRUCTION, THE DESIGN CONSTRUCTION S S OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT A SHOWN 2. THE MAXIMUM VERTICAL DEPTH
OF CUT IS 33 FT AND THE MAXIMUM
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
VERTICAL HEIGHT OF FILL IS- FT A.P.N.
STANDAAD DRAWINGS. ANY CHANGES OR REVISIONS THEREFAOM THE CONTRACTOR IS REQUIRED TO TAKE DUE PAECAUTIONAAY WASHOUT AREA TO CONTAIN WASHOUT WASTES
ON SITE. IT IS ILLEGAL TO 260- 351 -05,06
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3. A .)
AVERAGE DEPTH VOLUME OF CUT (C.F.) 25'
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES OF CUT AREA OF CUT (S. F.
REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. S
ITE ADDRESS
2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION. B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 0
1951 6 1953 SAN EL IJO
GEOTECHNICAL INVESTIGATION - PROPOSED KLAWITER EXECUTIVE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CONSTRUCTION SITE ACCESS OF
FILL AREA OF FILL (S. F. CARDIFF, CALIFORNIA 92007
PLAZA" PREPARED BY CHRISTIAN WHEELER ENGINEERING STRUCTURES PRIOR TO ANY EXCAVATION, FOP VERIFICATION AND
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
DATED MAY l i, 2004, SHALL 8E CONSIDERED AS A WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES �
- O�TNER/PER1VfITTEE
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I OWNER
S CERTIFICATE
ACCORDANCE WITH THE - RECOMMENDATIONS AND SPECIFICATIONS A. SEWERS - CSD (800) 422 -4133- - DIG ALERT NCLUDE USING MATERIAL SUCH AS GRAVEL AND
/OR CORRUGATED STEEL REINER KLAWITER
CONTAINED IN SAID REPORT. PANELS /PLATES. 1735 WESTMINSTER DRIVE
B. GAS 6 ELECTRIC - SDG6E (800) 422 -4133 -DIG ALERT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CARDIFFCA
92007
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF CONSTRUCTION VEHICLES THESE PLANS. (760) 612 -9833
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - SDWD (800) 422 -4133 - DIG ALERT
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED IT IS
FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HATE A
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800)- 422 -4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE
REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTER OR
CONJUNCTION WITH IMPROVEMENT PLANS.- EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ARREEINECESSARY THE OR AND
DESIRABLE THE
FOR C THE PROPER COMPLETION OF ESnMATED EARTHWORK QU
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - COX (800) 422 -4133 - DIG ALERT- THE IMPROVEMENTS.
EROSION CONTROL 15, 800 CUBIC YARDS EXCAVATION (CUT)
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 0 CUBIC YARDS EMBANKMENT (FIL
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED I HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR
PHONE. (760) 633 -2770. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 15, 800 CUBIC
YARDS EXPORT
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOP
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED GROUND COVER VEGETATION AND BONDED
FIBER MATRIX. AND STABILITY OF THE SITE. TRENCH VOLUMES OR ANY OVEPEXCAVATION, IF
REQUIRED BY SITE CONDITIONS
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR REJECTION AND REMOVAL. CONTRACTOR SHALL SATISFY SELF
THAT ESTIMATES
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER SOILS ENGINEER'S CERTIFICATE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHAVELS AGAINST
EROSION
DATE
OR A LICENSED LAND SURVEYOR.
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CRYSTAL RIVER OIL &GAS, LLC EARTHWORK QUANTITIES ARE
ESTIMATED FOP
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL I, C , bmtrt Af. C wrusn ow A REGISTERED CIVIL ENGINEER IN THE STATE OF
MANAGING PARTNER:REINEA KLAWITER PERMIT PURPOSES ONLY. (CALCULATED ON A
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL REMOVE EXISTING VEGETATION
ONLY WHEN ABSOLUTELY NECESSARY. LARGE 1735 WESTMINSTER DRIVE THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTS SHALL BE CONDUCTED
IN PHASES TO AVOID UM ECESSARY REMOVAL CARDIFF,CA 92007 DUE TO SHRINKAGE OR SWELL FACTORS) .
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SERBS (760) 612 -9833
REGULATIONS. DIRECTION BETWEEN THE DATES AND ONE COMPLETE UNNECESSARILY: THEY HELP DECREASE EROSION. REMEDIAL GRADING
QUANTITIES ARE NOT ABLE TO BE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RMS MOTE CHRISTO, LLC DETERMINED. REFER TO SOILS
REPORT FOR REMOVAL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (i/2) RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST
BE PLANTED ON SLOPES OR WHERE CONSTRUCTION MANAGING PARTNER.REINER KLAWITER AND RECOMPACTION DEPTHS.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ENGINEER, FURTHERMORE, I IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
EROSION SHALL 1735 WESTMINSTER DRIVE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE BE PREVENTED BY PLANTING FAST-GROWING
ANNUAL AND PERENNIAL GRASSES TO CAROIFF,CA 92007
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE SHIELD AND BIND THE SOIL.
(760) 612 -9833
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
LEGEND
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SIGNED: II L,�L- oQ AaF S GRADING ACTIVITIES ARE COMPLETE.
MEETING HAS BEEN HELD ONSI TE WITH THE FOLLOWING PEOPLE - S.D.R.S.D. =SAN DIEGO REGIONAL STANDARD DRAWINGS
PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, F`' i
GRADING CONTRACTOR AND PERMITREE. THE PREGRADE MEETING PqE NO.: ye zit ,.� Q`' s, �, WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN � v Z � PROPERTY BOUNDARY �� � � �� •
ADVANCE BY CALLING (760) 633 -2770. EXP. DATE: 9 - J No GE215 o - of o Exp 9 -30 -05 * ON -SITE CONSTRUCTION MATERIAL
STORAGE Santa Fe Drive EXISTING CONTOURS
CHRISTIAN W HEELER ENGINEERING *� o , r � ,a STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
79
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL m EXISTING CONTOUR
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 4925 MERCURY STREET gyp' STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT A/W
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SAN DIEGO, CA 92112
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER FOR ALL FUEL STORED -ON -SITE. 5 EXISTING RIGHT OF
WAY
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ENG JOB#E CWE 2040289.02 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. � � EXISTING EDGE OF PAVEMENT
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 858- 496 -9760
OPERATION. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
m CENTERLINE
SAN DIEGUITO WATER DISTRICT FLOWS AND STORMDR INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING �' : = N -` a►
WITH SOIL STABILIZATION MEASUpES AMm PROVIDED WITH A TEMPORARY SEDIMENT : ' ? '� DRAINAGE DIRECTION
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL CONSTITUTE REPRESENTATION AS 1. REVIEW OF THIS PLAN BY SAN D TO THE ACCURACY OF THE LOCATION
IEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER AT ALL TIMES. D Y am AREA DRAIN
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE < i
"THE GRADING UNDER PERMIT NO. 9140 -G y 0 irm
PROVIDED STATING: - _
OF, OR THE EXISTENCE OR - NON- EXISTENCE OF, ANY UNDERGROUND :- DRAIN PIPE (SIZE AND TYPE PER PLAN)
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE _
., UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAINING
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTA - CnED i '.. -
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E..- CONTRACTORS' EMPLOYEES
WHO PERFORM CONSTRUCTION IN THE CITY OF 'SITE 8' CHAIN LINK FENCE (TEMPORARY) SHEET 7 -X - -X-
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION ENCINITAS SHALL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS .
SUCH GRADING OPERATION. CONSTRUCTION ENTRANCE (SEE SHEET 3) ;• ��
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BW NOTES -
�e
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OWNER (S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ~ j ter P CONCRETE RETAINING WALL
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES. - ��t�' (PER BUILDING PERMIT)
BY SAN DIEGUITO WATER DISTRICT
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL .
WASTE MANAGEMENT 1.5:1 MAX CUT SLOPE
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR
GRADING OPERATIONS F SHALL STATE THAT OBSERVATIONS AND ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE TYPE K TEMPORARY
HIS SUPERVISION AND THAT METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF
UNUSED OR WASTE RAILING PER SORSO M-44
TESTS WERE MADE BY HIM OR UNDER
IN HIS OPINION, ALL EMBANKMENTS HIS EXCAVATIONS WERE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
`� 1�
DO NOT MEET
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR UPGRADED CURRENT STANDARDS THE THEN OWNER�'S NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED
INTO STORMWATER. rlC AW
THEIR INTENDED USE. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. NTS
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PARALLELING WATER SERVICES. DUNPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTEAS
WITHOUT
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED COVERED WITH TARPS IN ORDER TO
AVOID RAIN - CONTACT WITH ANY TRASH STATEMENT OF ENGINEER OF WORK
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC MATERIAL.
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION VAULTS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY
THE ENGINEER
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE- WOOD, AND CLEARED ENGINEEEA S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
INSTALLED. AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES-AND REGULATIONS
14. ALL AREAS TO BE FILLED SHALL 8E PREPARED TO BE FILLED AND FRONT OF THE PARCEL- THEY ARE SERVING. TO AN APPROPRIATE LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
STANDARD INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC ENTITY
FILL SHALL BE PLACED IN ACCORDANCE WITH .. ALL VEGETABLE MATTER H S OBJECTIONABLE WASTE HOTLINE TOLL FREE AT (800) 7114 -1195.
FOR INFORMATION ON LANDFILLS FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
SPECIFICATIONS
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE S INDEX AND TO ORDER DUMPSTERS CALL EDCO A T (760) 436 -4151. AN IT AAEF� T� INOT
AND T HE � OCOF �� TY FOR PLANS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR DESIGN
OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 1) TITLE SHEET RECYCLING RECEPTACLES AROUND THE SITE. AND HOLD HARMLESS THE
CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2) ROUGH GRADING 6 TEMPORARY (CONSTRUCTION) DEWATERING PLAN FROM PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 3) PLAZA -LEVEL DRAINAGE PLAN PORTABLE TOILETS MUST BE IN - GOOD WORKING ORDER
AND CHECKED FREQUENTLY ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 4) DRAINAGE PLAN FOR ( -2) PARKING LEVEL FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 5) DETAILS AND SECTIONS LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON
PERVIOUS THE WORK PERFORMED BY THE ENGINEER.
ACCORDANCE WITH SPECIFICATIONS. 6) SHORING TIE -BACK /UTILITY PROFILES SURFACES.
7) EROSION CONTROL PLAN
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH B) TEMPORARY SHORING PLAN (RAKER PLAN) ALL CONSTRUCTION DEBRIS SHALL BE KEPT
AWAY FROM THE STREET, GUTTER
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 9) SHORING PLAN ELEVATIONS AND PLAN VIEW AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 10) SHORING PLAN ELEVATIONS AND - PLAN VIEW THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION
SITE. BY. - 2� - �✓
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 11) SHORING PLAN DETAILS STE EN R. JONErl DATE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 12) SHORING PLAN DETAILS
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 13) SHORING PLAN TIE BACK SCHEDULE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 14) SHORING PLAN DETAILS
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 15) SHORING PLAN NOTES
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 16) TRAFFIC CONTROL PLAN QapFESS/pN
ACCORDANCE WITH THE GRADING ORDINANCE. 17) TRAFFIC CONTROL PLAN PCE No. 65124 R. ✓Q
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF PASCO ENGINEERING INC. m
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 535 N. COAST HIGHWAY 101 �• �' 124
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE SOLANA BEACH CA, 92074
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ��►' 9 4- �}
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND PE 1286
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
t. OF CAIN
LANDSC
^ ` t
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ENCINITAS PUBLIC WORKS ENCINITAS TRAFFIC DIVISION ENCINITAS FIRE PROTECTION DIST SAN DIEGUITO WATER
DISTRICT PARKS & RECREATION
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED
BY:
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. k> , a� t�l.os �` �l Z�26 �'bS oZ P fl Lo
DATE DATE DATE DA TE DATE
SIG TURE EXPIRES 2 YEARS AFTER DATE �U
REVISIONS APPROVED DATE REFERENCES DATE B EN SCALE PLANNING & BUILDING _ D ES IGNED BY oawwN BY cHE o sY
APPROVALS CITY OF ENCINITAS ENG G DEPARTMENT DRAWING NO. ?c "
COUNTY OF SAN DIEGO BM OC -29, REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOM NDE APPROVE
GRADING PLAN FOR. o _
A 1/2" PIN IN CONCRETE 30' WEST
HORIZONAL N/A DATE: Z -ZO -o5 BY: BY.
OF SAN EL I JO AVENUE ON THE 8 OS
___L ------ � - - -___ __ - -_ - - -- __- _. __ _- _ _ __ � - -- - PROLONGATION OF THE SOUTH � R. . .
K A � C 71 VT R A Z a A 9140-G
CURB LINE AT LIVERPOOL DRIVE. VERTICAL �'
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