2010-10523 G (Plans) GRADING NOTES LANDSCAPING STORMWATER POLLUTION CONTROL BA/IP NOTES SAN DIEGUITO WATER DISTRICT NOTES LEGAL DESCRIPTION
I.1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE RELATIVE TO CONSTRUCTION ACTIVITIES CONSTITUTE REPRESENTATION ASATO DISTRICT ITHE ACCURACYROF, THE LOCATION NOT THAT PORTION OF THE NORTHWEST
QUARTER OF SECTION 22,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONCRETE WASHOUT OF, OR THE EXISTENCE
OR NON-EXISTENCE O; ANY UNDERGROUND TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNADINO MERIDIAN,
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND UTILITY, PIPE OR STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT. IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED
CONCRETE CALIFORNIA
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 2. ALL EXISTING
FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E.,
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL WASH CONCRETE, SLURRY, MORTAR STUCCO,
PLASTER AND THE LIKE INTO LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION PARCEL 2 OF PARCEL MAP NO. 1645, IN THE CITY OF ENCINITAS,
REQUEST FOR INSPECTION. SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SHALL
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. FILED IN THE OFFICE
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CROSSING WITHIN 10
FEET OF PROPOSED WATER MAINS SHALL BE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 20, 1973,
2. THE SOILS REPORT TITLED "GEOTECHNICAL STUDY REPORT, SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO AS FILE NO. 73-169592
OF OFFICIAL RECORDS
PROPOSED NEW VONS STORE #2859, 453 SANTA FE DRIVE, NOTIFICATIONS CONSTRUCTION SITE ACCESS CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
PERMISSION
ENCINITAS, CALIFORNIA" PREPARED BY CONVERSE CONSULTANTS BY SAN DIEGUITO WATER DISTRICT. PARCEL 1 OF PARCEL MAP NO. 1645,
IN THE CITY OF ENCINITAS,
DATED JUNE 1, 2009 AND the "GEOTECHNICAL UPDATE REPORT, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES A STABILIZED CONSTRUCTION SITE ACCESS
SHALL BE PROVIDE FOR VEHICLES COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE
PROPOSED NEW VONS STORE #2859, 453 SANTA FE DRIVE, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A EGRESS ANA INGRESS TO PREVENT TRACKING DIRT OFF SITE.
THIS SHALL I A CONTRACTOR RIND OWNER ARE RESPONSIBLE TO RELOCATE ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,ANT, OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, JUNE 20, 1973,
ENCINITAS, CALIFORNIA" PREPARED BY CONVERSE CONSULTANTS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR NCLUJE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED
STEEL A AS FILE N0. 73-169592, OF OFFICIAL RECORDS
METERS,
DATED MAY 26, 2010 SHALL BE CONSIDERED AS A PART OF THIS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN PANELS/PLATES. VALVES,
VALVE BOXES, ETC) WHICH IS AFFECTED BY THEIR
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE ON THESE PLANS, HOWEVER. PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF
SAID REPORT. CONSTRUCTION VEHICLES FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE A.P.N. 260-640-2526,27,28,&29
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND
STORMORAIN SHALL BE DESIGNATED _
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES. NOR OF LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING,
AND ROUTINE 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN SITE ADDRESS Q1
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL
BE MADE OFF-SITE. PARALLELING WATER SERVICES.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 415-461
SANTA DRIVE
CONJUNCTION WITH IMPROVEMENT PLANS. STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND EROSION CONTROL 5. MINIMUM HORIZONTAL
SEPARATION OF 10' BETWEEN FIRE HYDRANTS ENCINITAS CA 922 024 �q
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF AND SOG&E VAULTS OWNER/PEF:MITTEE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
WORK: SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
GRADING. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN CHARLES
D. FIELD III, AIA, AS AGENT FOR
A. SEWERS - ESD (760) 633-2770 GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. FRONT OF THE PARCEL THEY APE SERVING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT K
& K LUMBER CO., A CALIFORNIA CORPORATION
.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT 145
S. FAIRFAX AVE, 4TH FLOOR
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR C. WATER - SDWD (800) 422-4133 - DIG ALERT NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED
DURING WET WEATHER. NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL LOS ANGELES, CA 90036
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF
AROUND THE POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH (858) 883-2382
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR E. CABLE TV - COX (800) 422-4133 - DIG ALERT CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. BRASS PARTS. DAN BUOYE
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 SANTA
FE DRIVE, LLC,
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY.
LARGE B. ALL COPPER TUBINGUSED FOR AIR RELEASES, BLOW OFFS, AND A CALIFORNIA LIMITED LIABILITY COMPANY
OR A LICENSED LAND SURVEYOR. PHONE (760) 633-2770. PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL SERVICES SHALL
BE PROVIDED WITH CATHODIC PROTECTION IN 6101 QUAIL VALLEY COURT, SUITE C
7. THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ACCORDANCE WITH WC-17
OR WC-18. RIVERSIDE CA 92507
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR UNNECESSARILY.' THEY HELP DECREASE EROSION.
ENVIRONMENTAL NOTES: (951) 316-0487
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND INSPECTION. PHONE (760) 633-2770. ALL WORK PERFORMED
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A CHARLES D. FIELD III, AIA, AS AGENT FOR
REGULATIONS. REJECTION AND REMOVAL. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL (EXCLUDING ANY EXISTING
MAN MADE SLOPES) . SAFEWAY INC, VONS DIV.
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO 618 MICHILINDA AVE
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1 12) SOILS ENGINEER'S CERTIFICATE SHIELD AND BIND THE SOIL. 2. THE MAXIMUM VERTICAL
DEPTH OF CUT IS 3 FT AND THE (RCADIA, CA 91007
MILE CT A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT A.M. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND MAXIMUM VERTICAL
HEIGHT OF FILL IS 0 FT
CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7: 30 A. I, SeAK G. L-;A A REGISTERED CIVIL ENGINEER IN THE STATE OF GRADING ACTIVITIES ARE COMPLETE.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 3. A.)
AVERAGE DEPTH = VOLUME OF CUT (C.F.) 3 FT
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. OF CUT AREA OF
CUT (S. F.)
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY ESMA
TED EARTHWORK QUANTITIES
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, DIRECTION BETWEEN THE DATES AND ONE COMPLETE ON-SITE CONSTRUCTION MATERIAL STORAGE
B.) AVERAGE DEPTH VOLUME OF FILL (C.F.) N/A
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SECURE _ OF FILL
AREA OF FILL (S. F.) 900 CUBIC YARDS EXCAVATION (CUT)
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN A9vb-�t�J""` RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF 7HE CIjpoo 1 �t®dr1AND�SPILLAGEIALCONTRACTOA
CONTAINED IN A
THIESE PRODUCTS WTHERE THEY WILL PA s 0 CUBIC YARDS EMBANKMENT (FILL)
ADVANCE BY CALLING (760) 633-2770. ENGINEER, ALONG WITH UPDATE LETTERS DATED STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT OWNER
S CERTIFICATE 900 CUBIC YARDS EXCAVATION (EXPORT)
i FURTHERMORE, I HAVE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHARGES TO
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY m A� !7;e VIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS FOR ALL FUEL STORED
ON-SITE -.,--
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE O09 INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN THESE PLANS. 1100
CUBIC YARDS REMEDIAL GRADING
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. WE ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON-SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE. AGGREGATE SEE DWG. NO. 10525-G FOR REMEDIAL GRADING
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER ACKNOWLEDGE THERE IS CONTAMINATED SOIL ON THE SITE. IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A UNDER PROPOSED BUILDING
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER ECTE REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
FLOWS AND STBILIA T INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING SIGNED: � � l! WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
OPERATION. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
RCE NO.: G7 ®q _ BARRIER AROUND THE PERIMETER AT ALL TIMES. THE IMPROVEMENTS. * ESTIMATE DOES NOT INCLUDE
STRIPPINGS, UTILITY
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING f/30/1 TRAINING TRENCH VOLUMES OR ANY OVEREXCAVATION,
IF
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OA FINAL EXP. DATE. O NB 1 I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR REQUIRED BY SITE CONDITIONS
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10523-G 4*0 ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS OVER ALL
GRADING ACTIVITY AND ADVISE OF THE COMPACTION CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE CONVERSE CONSULTANTS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES AND STABILITY
OF THE SITE. ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 185 EAST PAULARINO AVENUE, SUITE B em,A"IL SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE COSTA MESA, CA 92626 OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS EART
HWORK QUANTITIES ARE ESTIMATED FOR
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES (714) 444-9660 ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. _Z57-
Cb PERMIT PURPOSES ONLY. (CALCULATED ON A
SUCH GRADING OPERATION. - THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
PROJECT NO. 09-32-115-01 WASTE MANAGEMENT CHARLES D. FIELD III, AIA, AS AGENT FOR DATE DUE TO SHRINKAGE OR
SWELL FACTORS) .
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED K & K LUMBER CO„ A CALIFORNIA CORPORATION
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT NPDES STATEAIENT/SPECIAL NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
145 S. FAIRFAX AVE 4TH FLOOR
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE LOS ANGELES, CA 90036
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL WDID NO: PRODUCTS ON THE GROUND WHERE WATER CAN CARRY THEM INTO THE (858) 883-2382
NOTE;
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF CONTRACTOR
TO VERIFYEMCT HORIZONTAL
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99-08-DWG NO SEEPAGE FROM DUMPSTERS SHALL
BE DISCHARGED INTO STORMWATER. ff� a /30r c
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT (N.P. D.E.S. GERNERAL PERMIT NO. CAS000002), WASTE DISCHARGE BERMS/DIKES SHALL BE PLACED AROUND DOWSTERS
TO DIVERT THE NATURAL 9 r " � AND VERTICAL OF ALL EXI577NO UTILrnES
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH STORM RUNOFF. DUMPSTERS SHALL BE CHECKED
FREQUENTLY FOR LEAKS. DAN-BUOYE AS A� ArG.CY� �- DATE PRIOR TOORDER/NGMATERIALS.
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. MMPSTERS WITHOUT SANTA FE DRIVE
LLC
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR A CALIFORNIA LIMITED LIABILITY COMPANY POTHOLE INFORMATION TO BE PROVIDED M
THEIR INTENDED USE. PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COVERED WITH TARPS IN OVER TO AVOID RAIN CONTACT WITH ANY TRASH
6101 QUAIL VALLEY COURT, SUITE C
COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE MATERIAL. RIVERSIDE, CA 92507 ENGINEER OF WORK TO CONFIRM
STORM DRAIN
NOTICE OF INTENT (NOT) WILL BE FILED WITH THE SWRCB. A COPY OF (951) 316-0487 WILL NOT CONFLICT WITH EXISTING U7ILI7IE5
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED: MANY CONSTRUCTION MATERIALS, INCLUDING
SOLVENTS, WATER-BASED PAINTS
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING FURTHER A COPY OF THE COMPLETED NOT FROM THE SWRCB SHOWINF THE VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED l9 'ZS-�O
OF WATER. HE SHALL CONTROL
ADJOINING PROPERTIESRORCTOWFINISHED WORK ON THE NUMBER SHALL BE FILED WITH THE CITY OF TORN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS MUST
ASTBE. TAKEN FOR REFERENCE DWG. NO. fO525-G FOR ENGINEERING'
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS CHARLES D. FIELD
III. AIA, AS AGENT FOR DATE
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY WASTE HOTLINE TOLL FREE AT (800) 7114-1195.
FOR INFORMATION ON LANDFILLS SAFEWAY INC VOW DIV. A550CIATED (NTH PROPOSED BUILDING AREAS
618 MICHILINDA AVE
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT N0. 9057-G, AND TO ORDER DUMPSTERS CALL EDCO AT (760)
436-4151. ARCADIA, CA 91007 AND 10'BEYOND LIMITS OF BUILDING
INSTALLED. AND BY SWRCB ORDER NO. 99-08-DWG, AND ANY SUBSEQUENT AMENDMENTS (858) 883-2382
THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND SECTION C. 7 OF SWRCB ORDER NO. 99-08-DWG. RECYCLING RECEPTACLES AROUND THE SITE. STA
TEMENT OF ENGINEER OF WORK
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER
AND CHECKED FREQUENTLY THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WITH AND IMPLEMENT REQUIREMENTS OUTLINE WITHIN THE CALIFORNIA FOR LEAKS. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT AND ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE COASTAL COMMISSION COASTAL PERMIT NO. 00-251 LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS
ON PERVIOUS PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL SURFACES. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO l� ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, OF ENCINITAS.
THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 BY: DATE: �� AND STORMCRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC y�
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. ENTITY FOR THE PLANS PREPARED
BY THE ENGINEER IS NOT A -
CHARLES D. FIELD Ill, AIA, AS AGENT FOR DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL �$
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT K & K LUMBER CO., A CALIFORNIA CORPORATION SU=FFICIENCY OR ADEQUACY OF THE PLANS
OR DESIGN AND IT THEREFORE �
ACCORDANCE WITH SPECIFICATIONS. 145 S. FAIRFAX AVE, 4TH FLOOR DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS -
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LOS ANGELES, CA 90036 OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER
AGREES TO
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS (85B) 883-2382 INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY A FE ❑ IW
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS / INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS, OR
SHALL BE SHAPED, PLANTED AND TRIMMED AS ORDECTED BY THE BY: i � � YWIt DATE 9® Z5f31 lG OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS
OR EMPLOYEES
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
CONDITION. ALL
EXPOSED OR EXCAVATIONSORREMBANKMENTTSLOPESSWHICHTAPE SANTAUFE DOYE ,L C, Foe- AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED A CALIFORNIA LIMITED LIABILITY COMPANY SHEET RVDEX
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 6101 QUAIL VALLEY COURT, SUITE C BY: � G ' ZI ICI
ACCORDANCE WITH THE GRADING ORDINANCE. RIVERSIDE, CA 92507 1) TITLE SHEET
(951) 316-0487 2) NOTES BRIAN ARDOLINO DATE --
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 3) GRADING PLAN RCE No. 71651 pFESS_r
4) GRADING PLAN
SHALL COLLECTED, PILED OR
SO OTHERWISE THAT BY.' L/ ���� DATE: 6 -ZS - I D 5) GRADING PLAN PASCO LARET SUTTER & ASSOCIATES, INC. h�e�i��ZCHAEL
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 6) GRADING PLAN 535 N. COAST HIGHWAY 101 ca
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF CHARLES D. FIELD III, AIA, AS AGENT FOR 7) CURB TABLES & DETAILS SOLANA BEACH CA,
92075 'q `zZ VICIlVITYMAP
PE
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND SAFEWAY INC. VONS DIV. 8 w o No. 71651 o m
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 618 MICHILINDA AVE 1733 Exp. 12/31/11
ARCADIA, CA 91007 UI 17 LAN®SORPL Aw1/J IRibSGRfLOAJ NTS