2009-10041 G (Plans) SAN DIEGUITO WATER DISTRICT NOTES STORM WAiER POLLUTION PREVENTION N07ES A. GENERAL 5. ALL TREE BRUSH, GRA AND OTHER ORECAONABLE
MAIDWAL SHALL BE COLLECTED LEGEND STANDARD SYMBOL
PILED OR OTHERWISE DISPO� OF OFF 7HE SI7E BY THE COMMON SO AS TO LEAVE
1. RENEW OF THIS PLAN BY SAN MEMO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE CONCRETE WASHOUT 1. ALL WORK SHALL BE DONE IN ACCORDANCE
]NTH 7HESE' PLANS THE STANDARD SPECFICADCNS THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE PROPERTY LINE
OF OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND URLITY PIPE OR FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY
OF FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
ACCURACY OF, 7HE LOCATION O
STRUCTURE WITHIN 771E LIMITS F THIS PROJECT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA 70 ENCINiTAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH EXIS7iNG CONTOUR 151
LINE PARA
LINE CROSSIN
ALL U EXISTING FRES ACTU WHICH MAY AFFECT FINAL DESIGN I.E., GS LLELINGR , O CONTAIN WASHOUT WASTES ON 571E IT IS ILLEGAL 70 WASH CONCRETE, SLURRY,
MORTAR, ]HERE7ROM SHALL BE APPROVED BY 171E CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. MAIERAL
PROPOSED NNE SHALL BE FIELD VERIFIED. ALL EXISTING O R PROPOSED UTILITY CROSSINGS NG, O 10 FEET STUCCO, PLASiER AND THE LIKE IN70 1HE STORMW47ER CONVEYANCE SYSTEM
OR ANY
RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 1. THE SOILS REPORT 77M �'REllM /NARY GEOIELHNICAL INVfSRGATION PROPOSED
RIDU17 D. LANDSCAPING EXISTING ELEVATON X 1775 (175.6)
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER RESIDENCE, VACANT LOT ON EAST SIDE OF 800 BLOCK OF ARDEN
DRIVE ENCNITAS CALIFORNIA, 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NTH PLANS APPROVED NEW CONTOUR 52
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. C0N57RUCT10N SITE ACCESS DATED JULY 17 2005 AND A LETTER ADDENDUM 01 70
PRELIMINARY GEOTHECNICAL INVESTIGA BY THE CITY ENGINEER PLANS SHALL CONFORM TO 7HE CITY Of ENCINITAS GRADING 167.5B
REVIEW Of GRADING PLANS PROPOSED REDUTZ RESIDENCE VACANT LOT ON EAST SIDE OF 800 BLOCK ORDINANCE AND ALL ADORED LANDSCAPE AND IRRIGATION
STANDARDS NEW ELEVATION
J. CONTRACTOR AND OWNER ARE RESPONSIBLE Rl RE70CAiE AND /OR ADJUST TO GRADE ANY EXISTING WATER A STABILIZED CONSNUC71ON S17E ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND OF ARDEN DRIVE ENCINJTAS, CALIFORNIA' DATED DECEMBER 17 2008 807H PREPARED BY
FACILITY (FIRE HYDRANT, METERS VALVES, VALVE BOXES ETC) WHICH IS AfFECRED BY THEIR PROJECT ALL INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING
MA1 FIRM SUCH AS NSNUC77ON TESTING & BVGINDRINa INC SHALL BE CO ME5 AS A PART Of THIS GRADING 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR
TO DAYLIGHT LINE - i n- -n--n- x-
Af1EC7ED WATER FACIURES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMM17EE (WASC) STANDARDS IF GRAVEL AND OR CORRUGATED STEEL PANEIS/PLA7ES PLAN! ALL GRADING
SHALL BE DONE IN ACCORDANCE NIH THE RECOMMENDATIONS AND OCTOBER 1 OR IMMEDiAiELY UPON COMPLETION Of ANY SLOPES GRADED BETWE77H
FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS 3PECIRCADONS CONTAINED IN SAID REPORT. OCTOBER
l AND APRIL 15.
EXPENSE. CONSTRUCTION VEHICLES PRIVATE DRAINAGE SWALE PER SECTION 'C'
3. APPROVAL OF THIS PLAN DOES NOT NSR7U7E APPROVAL OF STIES, LOCATION AND 7YPE OF E. EROSION CONTROL DIRECTION OF FLOW
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES A SPECFlC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR DRAINAGE
FACIURES NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS SEPARATE APPROVALS
CONS7RUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUNNE EQUIPMENT MAINTENANCE AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION Wf1H / MPROVEMEVT
PLANS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF RIDU77 AT 858 - 792 -5839, 24
5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ALL MAJOR REPAIRS SHALL BE MADE OFF-97E.
A DAY. PRIVATE STORM DRAIN PIPE PVC, SDR -35 MIN -SD- �D-
ELECTRIC VAULTS 4. WRIIiEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- -SIZE !FADING.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
6. ALL WATER SERVICES 70 BE CONSTRUCiED CLEAR OF DRIVEWAYS AND ALL OTHER IRA ED WA YS WATER EROSION CONTROL 5. CONNAC70R SHALL TAKE ANY NECESSARY PRECAUTIONS
REQUIRED TO PROTECT ADJACENT TIMES DURING 171E RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON PRIVATE CATCH BASIN BY NDS ", 'BROOKS PER PLAN -SD-
® -SD-
METERS MUST BE IN FRONT Of THE PARCEL THEY ARE SERVING. PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED
STYE AT CONVENIENT LOCATIONS TO FALV IAiF RAPID CONSTRUCTION OF TEMPORARY D
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. DEVICES WHEN
RAIN IS IMMINENT KFKTONE P i
HYDROSEED NOTES ESPECIALLY SHALL BE PROTECTED AGAINST J DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
V�
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS 6. THE DEVELOPER SHALL BE RESPONSIBLE iHAT ANY MONUMENT OR BENCHMARK WHICH IS OF 7HE
ENCJNEEBNG INSPECTOR
APPLIED TO AU SLOPES THAT ARf GRADED 6.1 (HORIZONTAL TO VERTICAL) OR EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, DISTURBED OR DESTROYED SHALL
BE RE- ESTABUSHED AND REPLACED BY A REGISTERED OWL MASONR
L HIDROSEEDING SHAT BE Y REF. WALL SDRSD C -1 , C -3, C -4
STEEPER WHEN �� AND BONDED FIBER MATRIX. ENGINEER OR A LICENSED LAND SURVEYOR. 4. THE CONTRACTOR SHALL RESiORE ALL EROSION CONTROL
DEVICES TO WORKING ORDER AREA
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING
70 THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS WET WEATHER SNORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY
5. 7HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
SILT FENCE CAL TRANS STANDARD SE -1 &DETAIL 'J'
B. Rff FEET OR MORE IN HEGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO AND HEALTH STANDARDS, LAWS AND REGULATIONS REQUIRED BY THE CITY ENGINEER
DUE 70 UNCOMPLETED (FADING OPERATION OR
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MAiERJAL AS APPROVED DIVERSION DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND THE CONSTRUCTION
(� UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE: GRAVEL BAGS CALTRANS STANDARDS :SE - -4, SE -8, &
BY THE CITY ENGINEER.
R i CONTROL P AGAINST EROSION USING PERMANENT AND OCCUPANCY GRADING AND OT B � C� BEE 0 R��F 5� 0 P M AND 7 30 A FOR ON
SE -f0 &DETAILS 'F' & 6. IHE NIRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS G'
2 IRRIGATION SHALL MAINTAIN THE MOIS711RE LEVEL OF THE SOIL AT 7HE OPTIMUM LEVEL FOR THE GROWTH OF SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS
70 PREVENT PUBLIC iR£SPASS ONTO AREAS WHEN IMPOUNDED WAiMS CR£A7E A
THE HYDROSEEDED GROWTH. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY HAZARDOUS CONDITION. NEW WATER SERVICE PER
SDRSD W5 -01 -W - -- W -0
3 H7DROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. NECESSARY. LARGE PROJECiS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY 9. NO GRADING OPERATIONS
SHALL CLMfMO Cf UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE 7. ALL EROSION CONTROL MEASURES PROVIDED PER TIME APPROVED GRADING PLAN SHALL
REMOVAL OF THE NATURAL GROUND COVER. WITH THE FOLLOWING PEOPLE PRESDIT CITY INSPECTOR, CIVIL ENGNEER, SOILS ENGINEER, GRADING BE INCORPORA7ED
HEREON.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• iHEY HELP DECREASE EROSION. N7RACTOR AND PERMTREE THE PREGRAD£ MEETING SHALL BE SCNEDULED NIH THE CITY
AT PRIVATE 4' SEWER LATERAL PER SDRSD SS -02 SS -03 -S - --S
A. SEED MlX SHALL CONSIST OF NO LESS MAN, E LBS I X PER ACRE OF ROSE CLOVER TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT LEAST
48 HOURS IN ADVANCE BY CALLING (760) 633 -1770. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
2 20 LBS PER ACRE OF ZORRO FESCUE IMMEDIAIELY PLANNED FOR EROSION CONiROL PURPOSES EROSION SHALL BE PRE07ED BY 10. PRIOR TO HAULING DIRT OR CONSTRUCTION
MA TER/ALS TO ANY PROPOSED CONSTRUCTION 571E OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
3. 3 LBS PER ACRE OF E SCHOOL CIA CAUFORNICA PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SIHIELD AND BIND THE SOIL WITHIN THIS PROJECT THE
DEVELOPER SHALL SUBMIT TO AND RECEVE APPROVAL FROM THE CITY 9. ALL REMOVABLE PR07EC71W DEVICES SHOWN SHALL BE iN PLACE AT THE END OF EACH STABILIZED CONSTRUCTION ENTRANCE CALTRANS
STANDARD DRAWING
t 4 LBS PER ACRE OF ACHILLEA MILEFOLIA ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WiTH ALL CONDITIONS WORKING DAY
WHEN THE FIVE ((5)) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY NO. TC -i & DETAIL H'
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AND REQUIREMENTS THE CITY OVCINIDR
MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PERCENT (40%). SILT AND 0711E17 DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
6. 1L2 . LB PER ACRE OF DIMORPHOLECA ACTIVITIES ARE COMPLETE BMP AREA. NOT TO BE MODIFIED
7. NItMS C, D, E, AND F Of THIS SUBSEC71ON MAY BE OMITTED ON LOCATIONS WHERE it UPON FINAL COMPLETION OF R IF WORK UNDER 171E GRADING PERMIT BUT
PRIOR TO FINAL 10. SHOULD GERMINATION OF HYDROSEEDID SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE WITHOUT PERMISSION FROM THE CITY
THE AREA BEING HYOROSEEDID IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. GRADING APPROVAL AND /OR FINAL RELEASE
OF SECURITY, AN AS- GRADED CERRFlCARON SHALL BE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15 THE SLOPES SHALL BE
RESIDENTIAL STRUCTURES PROVIDED STARNG 'THE GRADING UNDER PERMIT N0. 10041 - G HAS BEEN PERFORMED IN STABILIZED WITH PUNCHED STRAW INSTALLED
IN ACCOROMIT W IH SECTION 35.013 OF THE
ON -SITE CONSTRUCTION MATERIAL STORAGE SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 171E ATTACHED EROSION AND SEDIMENT
CONIROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARIMENT
8. ITEM A OF THIS SUBSECRON MUST BE INOCULATED WITH A NIIROGOV FIXING AS -GRADED PLAN: THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE
OF THE CIVIL Of CONSERVATION.
BACTERIA AND APPLIED DRY BRIER BY DRILLING OR BROADCASTING BEFORE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND ENGINEER WHO CERDRES
SUCH GRADING OPERATION.
HYROSEEDING. SPILLAGE. CONTRACTOR SHALL S70RE THESE PRODUCTS WHERE 7HEY WILL STAY DRY OUT Of SOILS ENGINEER'S CER77FlCA7E
ABBREVIATIONS EARTHWORK QUANTITIES•
9 ALL SEED MATERIALS SHALL BE 1RANSPORlID TO THE JOBSIIE IN UNOPENED 7HE RAIN. CONiRAC70R SHALL PROVDE SECONDARY CONTAINMENT FOR ALL FUEL STORED B.
NORRCA77ONS 1, MARK B. CA A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CAUFORNIA, CUT 200 CY
CONTAINERS WiTH IHE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE AS AS A REPRESENTA)'IVE OF CONSTRUCTION TESTING & ENGINEERING INC. PRINCIPALLY
DOING FF =FINISH FLOOR FILL. 100 CY
CERTIFICATION TAG ATTACHED TO, OR PRIMED ON SAID CONTAINERS ELIMINA1f OR REDUCE POLLUTION OF STORMWAI£R FROM STOCKPILES KEPT ON -SITE L THE DISIR E AND LOCATION
OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE BUSINESS IN THE IIE1D Of APPLIED SOIL MECHANICS HEREBY GQI fY RIAT A SAMPLING FG = FINISH GRADE EXPORT
100 CY
STOCKPILES MA Y INCLUDE SOIL, PARING MA7ERIALS ASPHAL T CONCRETE, AGGREGA IE BASE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF
OUR KNOWiEDGf AND STUDY OF THE SOILS CONDITIONS PREVALENT 1NTHIN THIS SITE WAS MADE BY ME OR RE = RETAINED ELENA 7101V
10. NON- PHYTO -TOWC WETTING AGENTS MAY BE ADDED 70 THE HYDROSET SLURRY ETC. S70CKPILES SHALL BE LOCATED AWAY fROM CONCEN777A0 STORMWAiER FLOWS ANb THERE ARE
NO EXISTING URURES 9CEPT AS SHOWN ON iHESE PLANS HOWEVER.• 711E NiRACTOR UNDER MY DIRECTION ON THE DATE Of JJLY 17 2008. ONE COMPLETE COPY OF THE SOILS TG = TOP OF GRAZE
AT 7HE DISCRETION OF THE CONTRACTOR. STORMORAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED W N SOiL STABILIZATION IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES 70 PR07FCT ANY DOSTINO URURES OR REPORT COMPILED FROM THIS STUDY WITH MY �RECOMMEHDATION HAS BEEN SUBMI77ED E = INVERT DEVA77ON MAXIMUM DEPTH OF CUT:
25 FEET
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY
70 CONTACT INE TO iRE OFFICE OF THE CITY ENGINEER. fURINERMORE I HAVE REM THESE GRADING H.P. = HIGH POINT MAXIMUM DEPTH OF FILL : 3.5 FEET
B. iTPf 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6
ALL TIMES LOCATION OF UTILITIES AND NOTRCAPON OF COMMENCEMENT OF WORK. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR 70 ANY EXCAVATION,
VERIFICATION AND PLANS AND CERTIFY THE RECOMMENDATIONS INCLUDEb IN THE SOILS REPORT FOR THIS TC = TOP OF CURB
MULIIT_(SIRAW) MAYBE SUBSTITUTED. ALL OR PART, FOR H)DRAULICALL Y APPLIED • PROJECT HAVE BEEN IN RjORW I IRE GRADING PLANS.
FL = FLOW LINE
FIBER A7ERl WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY TRAINING SI OUID. l' �. ( e� j C.O. =
CLEANOUT
MECHANICALLY PUNCHING NO LESS IRAN 509 OF THE STRAW INTO THE SOIL SAN DIEGUITO WATER DISTRICT 1- 800-421 -41J3
SAN DIEGO GAS & ELECTRIC i -800- 412 -4133 GE NO.: Z 17
C. FlRRUZER CONSISTING OF AMMONIUM PHOSPHATE SULFA 7E 16 -20-0, N7H 15% CONTRACTORS' EMPLOYEES WHO PERFORM CONS7RUCTION IN THE CITY OF ENCINITAS SHALL BE
TRAIN TO BE FAMILIAR W11H THE CITY OF ENCINIMS STORMWAifR POLLUTION CONTROL C BELL 1-800-422 -4133
pppFESS/
SULFUR APPLIED AT THE RA IF Of 500 LBS PER ACRE. CABLE N DIMENSION CABLE SERVi(FS 1 -BOO -412 -4133 �J 31 /0-c oro OWNERS'
JEFFREY A. &BARBARA J. RIDLIFL
REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON -97E THE ENCINITAS SEWER DISTRICT 760-63J-2840 DA B.
�q �Fy 4431 HERITAGE GLEN LANE
4. AREAS TO BE HYDROSEIDID SHALL BE PREPARED PRIOR TO H}DROSEIDiNG BY PROPERTY OWNLR((S)) AND THE PRIME CONTRACTOR MUST INFORM SUBCONNAC70RS ABOUT
�� s SAN DIEGO, CA. 92130
STORMWAID? REQUIRENENi5 AND TIHER OWN RESPONSIBILITIES 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY
NO. z 179 2 a
A. ROUGHENNG THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF WORK ON THIS PROJECT. PHONE. (760) 633 - 2770 -9
* Exp. 3/31/Dp
WASTE MANAGEMENT �
L (RACK WALKING SLOPES STEEPER IRAN 6.. i. 3. THE CONTRACTOR SHALL CIVE 24 HOURS NOTICE ON CALLS FOR INSPECRONL PHONE (76
9 T �
CONiRAC70R SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED 633 -2770. ALL WORK PERFORMED NIHOUT 8007T OF INSPECTION WILL BE SUBJECT
TO REJS 77 0N CONSTRUCTION TESTING & ENGINEERING; INC. F AR CAL \�� ASSESSOR PARCEL APN 258 - 233 -09
2 RIPPING AREAS THAT WILL NOT BREAK UP USING IRM 1 ABOVE: CONSTRUCTION MA7ERTALS DUMPING OF UNUSED OR WASTE PRODUCTS ON IHE GROUND, AND REMOVAL
1441 MONIIEL ROAD SU17E 115
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY WHERE WATER CAN CARRY iHEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIB17ED. ESCONDIDO,
CA 92026
NO SEEPAGE FROM DUMPSiERS SHALL BE DISCHARGED INTO C. GRADING (760) 746 -4955 LEGAL DESCRIPTION.' IGMA RLY HALF
E LOT F iN BLOCK 'E' N EM OF S AS
HIGHLANDS IN THE
I. ADJUSTING THE SURFACE SOIL MOISTURE 10 PROVIDE A DAMP BUT NOT SATURATED S10RMWAIER BERMS EKES SHALL BE PLACID AROUND DUMPSIERS T. ALL GRADING SHALL BE INSI'fC1ID
AND iES1ED BY A QUALIFIED SOTS ENGINEER ENGINEER OR UNDER HIS H CITY OF ENCINITAS COUNTY OF SAN DIEGO,
SEED BED. TO DIVERT THE NAiL STORM RUNOFF. DUMPSON SHALL BE CHECKED fREOUENRY FOR DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND NPACTION
OF FILLS STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF N0. 2141,
ADDITION O< SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING SALINE BE 1A ]EM IDS SH R I P D A G R COV W1 �PD°N M ALL AND BACKRLLS AND COMPACTION
OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND FLED IN 171£ 66FICE OF THE COUNTY RECORDER OF SAN DIEGO
2 IRE A
SOILS D PROVIDE VIABLE CONDITIONS FOR GROWN TO PAC RAIN CONTACT IUR ANY ]RASH MATERIAL WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION
OF GRADING OPERATIONS COUNTY, STAEE OF CALIFORNIA.
HE SHALL STATE 771A INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HiS SUPERVISION AND
HIDROSFEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WA 7ER -BASED PAINTS VEHICLE
FLUIDS THAT IN HIS OPINION, ALL EMBANKS£ AND AND A E BONS WERE AND DOV4 IN ACCORDANCE
PERMATLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS IHE PERMANENT LANDSCAPING, UNTIL TIRE BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED VEGETATION CAN BE RECYCLED.
ACC THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE
NEN
PROJECT IS COMPLETED AND ALL SECURITY RELEASED. ACCEPTABLE FOR THEIR INTENDED USE
NON - RECYCLABLE MATERIALS MUST BE fAXEN TO AN APPROPRIA]E LANDFILL OR DISPOSED OF STATEMENT OF ENGINEER OF WORK OWNER'S /
PERMIITEE STAiEMFNT
AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MAIERIAL, CALL THE 2 THE NiRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 70 PROVIDE
POSIRVE
HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
AND AVOID THE UNDERSIGNED ENGINEER ACRES THAT 7HE W19RK PERFORMED BY THE ENGINEER SHALL IT IS AGREED THAT FIED CONDITIONS MAY REQUIRE CHANGES 70 THESE PLANS.
AND TO ORDER DOMPSTERS CALL EDCO AT (766) 436 -4151. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SIZE AND SHALL TAKE REMEDIAL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S
MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT TRADE OR PROfESS70N. THE ENGINEER FURTHER AGREES THAT
THE WORK PERFORMED IT IS FURTHER AGREED THAT THE OWNER ((DEVIlOPER SHALL HAVE A REGISTERED CIVIL
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE (RASH CANS AND RECYCLING DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. HERON
SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE ENGINEER MAKE SUCH CHANGES ALiERA110NS OR OlPONS TO 7HESE PLANS WHICH 771E
RECEPTACLES AROUND IRE SITE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED DIRECTOR OF PUBLIC
WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
J ALL AREAS 70 BE FILLED SHALL BE PREPARED 70 BE FILLED AND FILL SHALL BE PLACED IN BY IHE CITY OF DMNIMS IN I7S CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS COMPLETION OF 7HE IMPROVEW97S
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FIREQUENRY FOR LEAKS. ACCORDANCE NIH STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND OBJECTIONABLE
MAMMAL PREPARED BY INE ENGINEER IS NOT A DETERMINATION BY THE CITY OF DMINITAS OF THE
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE 701LETS AWAY SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE TECHNICAL SUFFICIENCY OR ADEQUACY OF IRE PLANS OR DESIGN, AND IT THEREFORE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WNHTN
FROM STORMORAIN INLETS ON PERVIOUS SURFACES PLACED. LOOSE FILL AND TOPSOIL SHALL BE REMOVED TO SUITABLE UNDERLYING i&RACE DEPOSITS DOES NOT
RELIEVE THE ENOINEIR OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF EXISTING PUBLIC RIGHT -OF -WAY NIHN 60 DAYS AFTER ISSUANCE OF IHE CONSTRUCTION
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND THE EXPOSED SOILS SHALL BE SCARIFIED 70 A DEPTH OF 12' AND THEN COMPACTED
70 A MINIMUM /MPROICOV IS BASED iHEREON. iRE ENGINEER AGREES TO INDEMNIFY AND HOLD PERMIT AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL
90 PERCENT IT SHALL BE THE N7RACTOR S RESPONSIBILITY 70 PLACE SPREAD, WAiLR AND HARMLESS T Hf CITY OF ENCINITAS AND 175 OFFICER.£ AGENTS
AND EMPLOYEES FROM COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WON THIS
STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL 7HAT MAY HAVE COMPACT THE FILL IN STRICT ACCORDANCE W17H SPECIFICATIONS PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROJECT OR UNDER MY CONTROL
7RAOD AWAY FROM CONS7RUC17ON SHE: ERRORS OR OMISSIONS OF THE ENGINEER AND HIS S? AGENTS OR EMPLOYEES ACTING
A CHIT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 70 PRODUCT: V007H NI HIN We COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF ,
SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL THE WORK PERFORMED BY IRE ENGINEER
BE SHAPED, PLANTED AND ]RIMMED AS DIRECTED BY THE BYGNEER OF WORK AND LEFT IN A NEAT /f 0.
AND ORDERLY 0001710N. ALL STONE, ROOiS AND OTHER WASTE MA 771R EXPOSED OR EXCAVATION ^ �'`' t7 V
OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND BY: V DATE
DISPOSED Of. IHE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NIH THE SAMPO ENGINEERING, INC JEFFR .
RED
GRADING ORDINANCE
1034 SECOND STREET
0 ENCINITAS CA 92024
L, (760) 436 -0660
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