2011-10774 SG (Plans) RIGHT OF MAY NOTE EFIOSlaa CONTROL STUI MTER Pa.LUTIQV CONUM OND MITES RELATIVE TO C0NSTFWTMV ACTIVITIES CONT... CLZN9 IN MMCIPAL MATFA DISTRICT
M)TES GOVT... LEGAL DESMIPTMV OMER/PERIITTEE
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TRACY MAZIEK AT (949) 492-2561, EROSION
CONTROL CONT... 17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE PARCEL 2 OF PARCEL MAP 20444, IN THE CITY OF TRACY & JENNIFER MAZIEK
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 24 HOURS A DAY. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT TEE WHENEVER POSSIBLE. ENCINITAS, COUNTY OF SAN DIEGO, STATE OF 178 EAST AVENIDA CORDOBA
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
CALIFORNIA, ACCORDING TO MAP THEREOF FILED SAN CLEMENTE, CA 92672
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL BY PLANTING FAST-GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AMID MEETING THE FEBRUARY 21, 2008. 949.4922561
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SOIL. DISTRICTS STANDARD SPECIFICATIONS ARE TO BE INSTALLED
AT LOCATIONS SPECIFIED BY
OiTDOW WTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE THE FIFE DISTRICT.
. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT APN
.* S17E AOOFE:S
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT ACTIVITIES ARE COMPLETE. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM
SHALL BE APPROVED BY THE DISTRICT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL REPRESENTATIVE IN WRITING
PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 264-173-23 2622 LONE JACK ROAD
OF THE ENGINEERING INSPECTOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ENCINITAS CA 92024
UTILITY gDTE 20. THE WATER SYSTEM SHALL BE PFESSL4E TESTED IN ACCORDANCE WITH THE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ON- IT CONSTRUCTION MATERIAL
STORAGE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED 9
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND OLIVENHAIN RD v L+ir+p
GENERAL NOTES SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT APPURTENANCES. n
►71 1 1':
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
S
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR STORED ON-SITE. 21.
PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION r s
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 15041 OF THE OVWD STANDARD
SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO q2
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. EXISTING
SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STOCKPILES
MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. H
TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER FLOWS AND z
STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE
OF o
2. THE SOILS REPORT TITLED 'COMPACTION REPORT OF ROUGH GRADING PARCELS 1, 2, AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION
3, TPM 05-202 COMMUNITY OF OLIVENHAIN! CITY OF ENCINITAS SAN DIEGO COUNTY, INCORPORATED HEREON. THE PERIMETER AT ALL TIMES. AMID ELEVATION
OF PIPES AND APPURTENANCES. EN CI N
CALIFORNIA FOR R&R PROPERTIES, 2611 SOUTH PACIFIC COAST HIGHWAY, SUITE IOS TTA'S 8L V D LONE
CARDIFF, CA 92007.° W.O. 4798-B-SC" PREPARED BY GEOSOILS INC. DATED MAY 6 200B AND B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF TRAINING
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE a JACK
UPDATE REPORT BY GEOSOILS INC. DATED --------- ALL GRADING SHALL BE DONE IN SLOPE AT THE CONCLUSION OF EACH WORK DAY., CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY OF ENCINITAS SHALL DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY ROAD
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE a Q
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF- WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PROPERTY OWNER(S)
AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE r ��
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJLMICTION WITH IMPROVEMENT PLANS. PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. DISTRICT, ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR NEGLECT EXCEPTED.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
STOAUVATl3R PalUTIpV CQN1R(N_ P0.ST Oa�6TFECTION BFp/pp DIKES WASTE MANAGEMENT 24, ALL VALVE BOX INSTALLATION FOR BIURIED VALVES IN PUBLIC
PAVED STFTEET WITHIN ---- G�
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
UNUSED THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY S REGIONAL STANDARD DRAWINGS - - -
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS -PACIFIC P
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, NO.
W-12A AND W-12B FOR VALVE WELL COVER AND VALVE WELL FRAME AND ASSEMBLY.
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS -DL'i:AN
REPLACED O1 REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AMID DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
DRAIN SYSTEM. 25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY NTS
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES
APPROVED IN WRITING BY THE DISTRICT. � n
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED 2, GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL SHALL BE PLACED
AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. VIC11 rl l T��+Y Mill
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS
SHALL REMAIN
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
7. THE CONTRACTOR SHALL DESIRM CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
LANOSCAPD6 NTS
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP WITH ANY TRASH
MATERIAL O S �pTg�A�
AND FEDERAL SAFETY AND HEALTH STANDARDS .LAWS AND REGULATIONS. FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER BASED PAINTS VEHICLE BY
THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. FLUIDS BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED VEGETATION CAN BE ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A REGISTERED CIVIL
7:30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS RECYCLED. NON-RECYCLABLE
MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
9.
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER
DETERMINES ARE NECESSARY FOR
BEEN N GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS 1 AND APRIL 15.HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
AMID DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND POLLUTANTS
SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING )
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY DISCHARGE IT TO AN ADEQUATE IMP/BMP. RECEPTACLES AROUND THE SITE. EXISTING
PROPOSED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
CALLING (760) 633-2770. IMPERVIOUS AREA IMPERVIOUS AREA NET CHANGE WILL BE RETAINED TO SUPERVISE OVER A GRADING
ACTIVITY AND ADVISE OF THE
10. PRIOR TO HAILING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 5. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR PORTABLE TOILETS MUST BE
IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR COMPACTION AND STABILITY OF THE SIT .
ALTERED WITHOUT A PERMIT FROM THE CITY. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE r
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 0
SF 1696 SF 1696 SF
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
- �771z , ( A
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
WITH REGARDS TO THE HAULING OPERATION. OBTAINED. STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY EXCLUDING ROOFTOPS
TRACY OR JENNIF R Mr4ZTEK DATE
li. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 178 EAST
AVENID, CORDOBA
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH SAN CLEMENTE, Cif 92672
FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED LEWD
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10774-SG STORM WATER IMPERVIOUS MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL FOR
MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND 949.492.2561
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN HAVE AN IMPERVIOUS NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT PROPERTY LINE
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT (760) 633-2770.
SOILS EMiDVEETVS LEORTIFICATE
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING NEIGHBORING PROPERTY LINE
OPERATION. ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW O STORM WATER THROUGH THE aLIVEMgIN M�IICIPAL MAT@a DISTRICT M)1ES C
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW I, DA+�_v_SleollL G S�A REGISTERED CIVIL ENGINEER
fN THE STATE /
ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
PROPOSED CONTOURS 255 CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL cf „ °
_�
12. ALL GRADING SHALL BE INSPECTED AMID TESTED BY A QUALIFIED SOILS ENGINEER O7 AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN M
ECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
UNDER HIS DIRECTION HE SHALL INSPECT AMID TEST THE EXCAVATION PLACEMENT AND MUNICIPAL WATER DISTRICT (DISTRICT) STANDAFR7 SPECIFICATIONS AND DRAWINGS FOR
THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE B GS
SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON FILTER AND EXISTING CONTOURS '-^ BETWEEN THE DATES � r7
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT CONSTRUCTION D WATER MAINS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED
L1 ATIB 7-n 11---. ONE COMPLETE
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM I2-
SOILS REPORTS AS REQUIRED AND WILL BETEF14IAE THE SUITABILITY OF ANY FILL PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
MATERIAL UPON COMPLETION O= GRADING OPERATIONS HE SHALL STATE THAT COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. EXISTING EASEMENT -
- RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY }
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN U7VVIFON�ITAL ENGINEER FURTHERMORE, r a
Sr/7.4 5
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS
EXISTING EDGE OF PAVEMENT --ter 7/7-- MiM REVIEWED THESE GRADING PLANS AND CERTIFYxTHAT THE \
USE. 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO DE ACCOMPLISHED PRIOR TO
(EXCLUDING ANY EXISTING MAN MADE SLOPES). THE PRE-CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE r
CENTERLINE - BEEN INCORPOR TED IN THE G A NG ANS AND SPECIFICATIONS.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE -G• '�
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 0 FT AND THE MAXIMUM 3. UNLESS OTHERWISE NOTED,
CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. � sstsaa
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT
EXISTING WATER MAIN -_ _--_ SIGNED:__ crspt e8r
VERTICAL HEIGHT OF FILL IS 4 FT ----------------- ------- s
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN
r`
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ADVANCE OF ANY SHUTDOWN. EXISTING SEWER MAIN ---5
S RCE NO.: !�7 S 5 -------------------
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0.1 FT
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OF CUT AREA OF CUT (S.F.) 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL
ARRANGEMENTS FOR HIGH-LINING
,. EXP. DATE.-tL2=3�Z01_/__________
TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON EXISTING GAS MAIN -- i v- ----
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) 0.2 FT A MONDAY OR FRIDAY.
GEOSOILS, INC. 31` fl-IrngiLN CEK. hFi IS L4s6.6 tia'+un A, c 14" on
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE " " � F
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE OF FILL AREA OF FILL (S.F.) EXISTING MANHOLE O
5741 PALMER WAY Dwinapn 3i G6.o,wrfi - 7. A wriae- 3
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A , G 73s.r f rAL
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 76RLSBAQ CA 92010
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL EART1#IICNIC OATH: COPY DF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED,
SHALL BE DRAINAGE DIRECTION 760.438.3155 C°L'{"""° R3w s'v asf �, a,C /�,wfe ssi�,. G�c>✓ Zat�>>
SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL GS
Z W.O. 6 L c-A-5�-
IN STRICT ACCORDANCE WITH SPECIFICATIONS. 250 CUBIC YARDS REMEDIAL PROPOSED BUILDING STA7�T (F EAGRE { OF NOW
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 10 CUBIC YARDS EXCAVATION (CUT) CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS
DEPARTMENT 48 HOURS PROPOSED 3" PVC PIPE - - - - - - - - - THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SMOOTH SURFACE AMID UUVIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 220 CUBIC YARDS EMBANKMENT (FILL) PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION
OF THE PROJECT. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER 210 CUBIC YARDS IMPORT 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA"
TO HAVE PROPOSED 4" CLEANOUT o ENGINEEEAS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
THE RILES AND REGULATIONS
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO * ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY UNDERGROUND SERVICE
UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL EXISTING 6" PCC CURB & GUTTER REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL OVEFEXCAVATION, IF REQUIRED BY SITE CONDITIONS BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR
TO ANY WORK BEING PERFORMED IN -_.____.______ REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE., 800-227-2600) FOR
THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO EXISTING WATER SERVICE (WS-02 & WC-17) u W C ENCINITAS OF THE
TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
16. ALL TREES BRUSH. GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, COMMENCEMENT OF WORK. CROSSINGS,ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT
CONSTRUCTION, If, LINE AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER
AGREES TO INDEMNIFY
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE BEFORE ANY CONSTRUCTION BEGINS. EXISTING SEWER LATERAL --
�
THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO 9. THE CONTRACTOR
SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SHRINKAGE OR SWELL FACTORS). THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
TAPE ABOVE ALL MODULAR RETAINING WALL PER PLAN ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AMID