2010-10488 G (Plans) SAN DIEGUIIO WATER DISnBCT NOTES S700 WATER POLL001V PREW 906IN NOTES A. GENERAL 5 ALL TREE BRUSH, GRASS AND OTHER N�CiINABLE
MATERIAL SHALL Bf COLLECTED, LEGEND STANDARD SYMBOL
PILED OR O> ERWSE DISPOSED OF OFF THE 571E BY THE CONTRACTOR SO AS TO LEAVE
1. REVIEW OF THIS PLAN BY SAN MEMO WATER DISTRICT DONS NOT CNST7UTE A REPRESENTATION AS TO THE CbNOWETE WASHOUT 1. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THESE PLANS, THE STANDARD SPEGFlCATTNS THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE
ACCURACY OF THE LOCARN OF, OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE N FOR PUBLIC WORKS CN57RUCRON, THE DESIGN CONSiRUCRN
STANDARDS OF THE CITY OF FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATIN OF DEBRIS FILL SHALL BE SECURED
STRUCTURE WTHIN THE LIMITS OF THIS PROLECT CONTRACTOR MALL ESTABLI-SH AND USE AN ADEQUATELY SIZED CONCREiE 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 PROPERTY BOUNDARY
CONTAIN WASHOUT WASTES ON SHE. IT IS ILLEGAL TO WASH CNCREiE, SLURRY, MORTAR, THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 70 ANY REQUEST
FOR INSPfCUN MATERIAL
2 ALL EXISRNG FA CLINES WHICH MAY AFFECT FINAL DESIN, I.E. LINE CROSSINGS LINE PARALLELING OR STUCCO, PLASTER AND THE LIKE INTO THE S70RMWATER CNVEYANCE SYSTEM
OR ANY EASEMENT LINE
PROPOSED CNNECRON WALL BE FIELD VERIFIED. ALL EXISRNG LIR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET RECEIVING WATER. CONTRACTOR SHALL POST A SRN DES16NANNG THE
WASHOUT LOC470N. 2 THE SOILS REPORT RILED GEOLOGIC RECONNAISSANCE PROPOSED LOT SPLIT AND DRIVEWAY A LANDSCAPING
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER IMPROVEMENTS 1561 RUBENSTEIN AVENUE CARDIFF, CALIFORNIA'
PREPARED BY COAST GE07EClNICAL, EXISTING CONTOUR -
WAMR MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUI70 WATER DISTRICT. CANSTRUCDON 91F ACCESS DATED MARCH 25, 2010, SHALL BE CONSIDERED AS A PART
OE THIS GRADING PLAN. ALL GRADING I. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NTH PLANS APPROVED
SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS AND SPECIFICARONS CONTAINED IN BY THE CITY ENGINEER. PLANS SHALL CONFORM 70 THE CITY
OF ENCINITAS GRADING EXISRNG ELEVATION
J. CONiRAC70R AND OWNER ARE RESPONSIBLE 70 RELOCATE AND /OR ADJIST TO GRADE ANY EXISRNG WATER A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROW 69 FOR VEHICLES EGRESS
AND SAID REPORT. ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS
FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES, ETC) WHICH IS AFFECTED BY THEIR PROJECT ALL INGRESS TO PREVENT TRACING DIRT OFF SITE. THIS SHALL INCLUDE USING
MATERIAL SUCH AS 1. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO NEW CONTOUR 176
AFFECTED WATER FAGLITES MUST MEET CURRENT WAiER AIENCIES' STANDARDS COMMIiEE WASC STANDARDS IF GRAVEL AND OR CORRUGATED STEEL PANELS 3 APPROVAL OR
THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES LOCA NOV AND TYPE OR
( ) / / PANES DRAINAGE FACILITIES NOR OF IMPROVEMENTS WITHIN STREET RIGHT OF -WAYS SEPARATE APPROVALS OCTOBER 1 OR IMMEDIATELY
UPON COMPLETN OR ANY SLOPES GRADED BETWEEN NEW ELEVATION 178.50
FACILITIES DO NOT MEET STANDARDS THEN THEY .SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS OCTOBER 1 AND APRIL 15
EXPENSE. CANSIRUCilO1N WHIM 4. PERMIiS FOR THESE SHALL BE REQUIRED IN CONJUNCTN NTH IMPROVEMENT PLANS
4. WBTIEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SIZE GRADING
E. EROSIAV COVNa GRASS OR ROCK -LINED SWALE DETAIL A'
4. UTLITES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES A SPECIF AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DOOM T FOR
I. IN CASE EMERGENCY WORK IS REWIRED, CONTACT MAHSA VAHIDI (OWNER) AT DIRECTION OF FLOW
5.
CLL MAJOR REPAIRS VEHICLES PAR VEHICLE REFUELING, AND RNTNE EQUIPMENT NT MAINTENANCE 5. CONTRACTOR INHALE TAKE ANY NECESSARY PRECAUTIONS REQUIRED
70 YED SHALL 760- 420 -3776
MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ALL MAJOR REPAIRS SIHALL BE E MADE Off-SITE. PROPERTIES DURING GRADING
OPERATIONS ANYTHING DAMAGED OR DESTROYED SHAALL BE REPLACED CONCRETE HARDSCAPE PER PLAN
ELECTRIC VAULTS OR REPAIRED 70 CNDITN EXISTING PRIOR TO GRADING 2 EQUIPMENT AND WORKERS FOR EMERGENCY NORK SHALL BE MADE AVAILABLE
AT ALL
��� TIMES DURING THE RAINY SEASN ALL NECESSARY MA7RIALS SHALL BE STOCKPILED N
6. ALL WATER BE TO BE THE PARCEL CLEAR OR DRIVEWAYS AND ALL OTHER TRAVELED WAYS WRIER 6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT
OR BENCHMARK WHICH IS SITE AT CONVENIENT LOCATORS TO FACYLITAiF RAPID CONSTRUCTION OF TEMPORARY MASONRY RETAINING WALL SDRSD C -1, C -3 n -
METERS MUST OR IN FRONT OF THE PARCEL THEY ARE SERVING EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES DISTURBED OR DESTROYED
SHALL BE RE- ESTABLISIHED AND REPLACED BY A REGISTERED CIVIL DEVICES WHEN RAIN IS IMMINENT 1 v
HYDROS)'LD NOTES ESPECALLY SHALL BE PR07ECTED AGAINST ENGINEER OR A LICENSED LAND SURVEYOR PRIVATE STORM DRAIN PIPE
PVC SDR -35, SDRSD D -60 -SD SD-
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS 3 DEVICES SHOWN ON PLANS SMALL NOT BE MOVED OR MODIFIED WiTHNT THE APPROVAL
ER0570N CONTROL MATS ADEOUATE GROUND COVER VEGETATION, 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVCES INCLUDING OF
THE ENGINEERING INSPECTOR.
i. HYDROSEEDING &VAL BE APPLIED TO ALL SCORES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR AND BONDED FIBER MATRIX. SHORING, AND SHALL BE RESPNSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY PRIVATE SEWER LATERAL SDRSD S -14, S -4 - S S -
STEEPER WHEN THEY AREA: AND HEALTH STANDARDS LAWS AND RfGULARONS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CLAIROL DEVICES TO
WORKING ORDER MORE NO EXCAVATION AND GRADING ACRWRES ARE ALLOWED DURING (��p) TO THE SA71SFACRON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
RAINFALL PRIVATE SEWER CLEANOUT SDRSD S -3 TYPE B, PVC SDR -35 MIN U.N.O. - S --(D OR - S --S B FlV OR MORE IN HEIGHT IN CUT REAS .COPE IS NOT SUBJECT TO
K7 � ��PANCY AND NOT BE CONDUCTED W THIN T THE HOOU OF 5 :330�M A D 730 A � HUMAN REQUREDBBYTHE CI Y�ENC EER DUE D� G RADING OPERAn� OR MAYBE TRENCH
RESURFACING CITY OF ENCINITAS SIND. DWGS
EROSIN DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED DIVERSION DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND THE CONSTRUCTION SATURDAYS,
SUNDAYS AND CITY RECOGNIZED HOLIDAYS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE
BY THE CITY LNGNEER. SITE. CNTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CNNOL MEASURES. 9. NO GRADING OPERATIONS 91ALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD N91F 6. THE CONTRACTOR
SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAURONS GRAVEL BAGS CALTRANS STANDARDS SC -4, SC -8, & 0000noo
2 IRRIGARON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF NTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR,
CIVIL ENCIIEER, SOILS ENGINEER, GRADING TO PREVENT PUBLIC TRESPASS N70 AREAS WHEN IMPOUNDED WATERS CREATE A DETAIL 'D'
THE HYDROSEEDED GROWTH. REMOVE EXISRNG VEGETARN ONLY WHEN ABSOLUiELY CNiRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED NTH THE
CITY AT HAZARDOUS CNDIRN
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY LEAST 46 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
SILT FENCE CALTRANS STANDARD SC -1 & DETAIL F'
3. HYDR05EEDING MIX SHALL CONSIST OF ALL THE FOLLOWNG REMOVAL OF THE NATURAL GROUND COVER. 7 ALL EROSION CONTROL MEASURES PROVIDED PER
THE APPROVED GRADING PLAN SMALL
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY THEY HELP DECREASE EROSIN 10. PRIOR 70 HAULING DIRT OR CONSTRUCTION MATERIALS 70 ANY PROPOSED CONSTRUCTION
97E BE INCORPORATED HEREON. STABILIZED CONSTRUCTION ENTRANCE CALTRANS STANDARD IC-1
A. SEED MIX SHALL CONSIST OF NO LESS THAN, WTHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 8. GRADED
AREAS AROUND THE PROCT PERIMETER MUST DRAIN AWAY FROM THE FACE &DETAIL E'
i. 20 LBS PER ACRE OF ROSE CLOVER TEMPORARY WEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCRON IS NOT ENGINEER FOR THE PROPOSED HAUL ROUTE. THE
DEVEL OPER SHALL COMPLY NTH ALL CNDIRNS OF SLOPE AT THE CONCLUSION OR EACH WORK DAY.
2 10 LBS PER ACRE OR ZNRO FESCUE IMMEDIATELY PLANNED FOR EROSION CON TROL PURPOSES EROSION SHALL BE PRE WfNT 59 BY AND REQUIREMENTS THE CITY ENGINEER
MAY IMPOSE WTH REGARDS TO THE HAULING OPERA RN MODIFIED WTHOUT THE
3. 3 LBS PER ACRE OR E SCHOOL CIA CAUFORNICA PLANTING FAST- GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL 9. ALL REMOVABLE
PROiECTVf DEVICES WON SHALL BE IN PLACE AT THE END OF EACH PERMISSION OF THE CITY BMP AREA NOT TO BE MODF ENCINITAS
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA it UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL
5. 3 LBS PER ACRE OF ALYUM (CARPET OF SNOW) PLANT PERMANENT VEGEM 90N AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING GRADING APPROVAL AND OR FINAL RELEASE
OF SECURITY, AN AS- GRADED CERTFlCATON SHALL BE NORKING DAY WIEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
6. i12 LB PER ACRE OF DIMORPHOLECA ACPW77ES ARE COMPLETE.. PROVIDED STATNG• 'THE GRADING UNDER PERMIT NO. 10488 -G HAS BEEN PERFORMED IN BUT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
7 ITEMS C, D, E, AND F OR THIS SUBSfCTON MAYBE OMITTED ON LOCATIONS WHERE SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS WON ON
THE ATTACHED 10 SHOULD GERMINATION OR HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTVf COVERAGE TURFBLOCK SWALE
THE AREA BEING HYOROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR WATER USAGE FOR DUST CONTROL SIHALL BE MINIMIZED. AS- GRADED PLAN' THIS STA7EMENT
SHALL BE FOLLOWED BY THE DATE AND SIGN TINE OF THE CIVIL OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15 THE SLOPES SHALL BE
RESIDENTIAL STRUCTURES Q�l -$/� CQ�I$1RUCnAN lIAIERIAL STOWAGE ENGINEER WIO CERRRES SUCH GRADING OPERATION STABILIZED NTH PUNCHED
STRAW INSTALLED IN ACCORDANCE W7H SECTION 35.023 OF THE
8. ITEM A OR THIS SUBSECTION MUST BE INOCULATED NTH A N11R0(EN FIXING EROSION AND SEDIMENT CNNOL HANDBOOK OF THE STATE OF CALIFORNIA
DEPARTMENT
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND H NOnFlCAnANS
OF CONSERVATION
HYRO&7UNG. SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WLL STAY DRY OUT OF i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE SAILS ENGINEER'S C&PRGA7E
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ABBRENAnOWS
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE X8.9 IF IN UNOPENED 01V -SITE; PLANS WE RE OBTAINED BY A SEARCH OR AVAILABLE RECORDS TO THE
BEST OR OUR KNOWLEDGE
CONTAINERS WiH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULNRf THERE ARE NO fXISTNG UPUTES EXCEPT AS SHOWN ON THESE PLANS HONEVER.• THE CONTRACTOR
I, WTHAYA SINGHAN£T A REGISTERED GEOiEGHNICAL ENGINEER IN THE STATE OF
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISRNG UTILITIES OR CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANIC FF = FINISH FLOOR
CERRFlCATON TAG ATTACHED S.0, OR PRINTED N SAID CONTAINERS
ELIMINA OR R EDU CE UDE SOIL, ARING MA7RIALS, ASPHALT ST OCKPILES A�E� IE BASE STRUCTURES LOCATED AT THE WORK SORE. IT IS THE CONTRACTORS RESPONSBIUTY
TO CONTACT THE fN Sl THAT MAD By ME AND UNDER UDY O R S /A( ON VAL N f FG =FINISH GRADE
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEfD SLURRY ETC. STOCKPILES SIHALL BE LOCATED AWAY FRAU CNCEN1RAlED STORMWAiER FLOWS AN6 FOLLOWNG
OWNERS OF SAID UTILITIES OR SiRUCNRES PRIOR 70 ANY EXCAVATION, VERIFICATION AND COMPLETE COFI WAS THE SOILS REPORT COMPILED FROM T STUDY WiH MY TW =TOP OF WALL ELEVATION
LOCATION OF UPLI77ES AND NOTFlCAPON OR COMMENCEMENT OR WORK.
AT [HE DISCRETION OF THE CONTRACTOR STORMDRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZARON RECOMMENDATIONS HAS
BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. TG = TOP OF ORATE
MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT FURTHERMORE I HAVE REVEWED THESE GRADING PLANS AND
CERTIFY THE
B. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 ALL TMES SAN DIEGUITO WATER DISTRICT 760 633 -2650 RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS PROfCT HAVE BEEN IE = INVERT ELEVATION
MULCH ((S7RAW, MAY BE SUBS777UTED. ALL OR PART FOR HYDRAULICALL Y APPLIED SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 INCORPORATED IN
THE GRADING PLANS AND SPECIFICATIONS FL = FLOWUNE
FIBER MATERIAL WiEN S7RAW IS USED IT MUST BE ANCHORED 70 THE SCORE BY TRAINING PACIFIC BELL i -800- 421 -4133 H.P.
= HIGH POINT
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW IN70 THE SOIL. CABLE TV (DIMENSION CABLE SERVICES) 1- 800 -422 -4133 SIONED. 1I }An
<� a. idi° DATE. Ft O
SEWER - CARDIFF SANITATN OISiRIC 760 -633 -2770 -"'� � VC = VERTICAL CURVE
C. FERTILIZER CONSISTNG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, NTH 15% CNiRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE
RGE NO. GE 784 EXPIRES: /Z-At-1 CO. = CLEANOUT
(RAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
SULFUR APPLIED AT THE RAZE OF 500 LBS PER ACRE. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY
SC.O. = SENfR CLEANOUT
REQUIREMENTS THESE BMP NOTES WALL BE AVAILABLE TO EVERYONE KVKING ON SITE. THE WORK ON THIS PROJECT. PHONE.• (760) 633 -2770
P.O.C. = POINT OF CONNECTION
4. AREAS TO EE HIDROSEFDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY PROPERTY OWNER(31 AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REGWYI/IxRfMEN1S AND THEIR ON RESPONSIBILITIES 1, MARK BURNS(( A REGS1fRED GEOIOUST IN THE STA7E OF CALIFORNIA
PRINCIPALL Y RE = RETAINED ELEVATN
3 THE CONTRACTOR SHAD GIVE 24 HOURS NOTICE N CADS FOR INSPECTION PHONE (760 DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS
HEREBY MR#fi THAT A
A. ROUGHENING THE SURFACE TO BE PUNTED BY ANY OR A COMBINATION AT 633 -2770. ALL NORK PERFORMED WTHOUT BENEFIT OF INSPECTION WLL BE SURECT
TO R E TON Spa M STUDY OR THE SOILS CONDITIONS PREVALENT WTHIN THIS -97E WAS MADE
WASTE MANA00T AND REMOVAL BP ME OR UNDER MY DIRECTION IN 2010. ONE COMPLETE COPY OR THE
L TRACK WALKING 20PES STEEPER THAN 6:1. SOILS REPORT COMPILED FROM THIS STUY W MY RECOMMENDATIONS HAS BEEN
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OR ALL WASTE AND UNUSED C GRADING SLIMTiED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE I HAVE REVENED THESE OWNER.' ARMAN PAYMAI AND MAHSA VAHIDI, IRUSTEES
2. RIPPING AREAS THAT NLL NOT BREAK UP USING ITEM 1 ABOVE CNS7RUCRON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, GRADING
PUNS AND CERTIFY THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR PAYMAI- VAHIDI FAMILY TRUST
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 1, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER
OR UNDER HIS THIS PROTECT HA Vf BEEN INCORPORATED IN THE GRADING PLANS AND SPEGFlCA77ONS 1561 RUBENSTEIN AVENUE
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. DIRECTION HE SIHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION
OF FILLS CARDIFF, CA 92007
NO SEEPAGE FROM D UMPST E RS SH SHALL BE DISCHARGED INTO AND BACKRLLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND
SIGNED: `?, �d���+( DA 1E 8 i / -i o
1. ADAISRNG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SANRAIED STORMWAIER. BERMS/DI6MES KES SHALL BE PLACED AROUND DUMPSIERS NLL DETERMINE
THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATNS RCE NO. C6G 2i 6 EXPIRE sISIII z S11E ADDRESS 1561 RUBENSIE7N AVENUE
SEED BED TO DIVERT THE NA PAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENT Y FOR HE SHALL STATE THAT INSPECTIONS AND TESTS MERE MADE BY HIM OR UNDER
HIS SUPERVISION AND CARDIFF, CA 92007
LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WTHOUT LIDS SHALL 7HAT IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS NfRE CONSTRUCTED
IN ACCORDANCE
2 THE ADDIRON OR SOIL AMENDMENTS PH ADWSTMENT, LEACHING OR COVERING SALNE BE PLACED WTHIN STRUCTURES NTH IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER NTH
THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE COAST GEOTECHNICAL CONSUL77NG ENGINEERS AND GEOLOGISTS ASSES W PARCEL NO. 260- 084 -OB
SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. TO AVOID RAIN CONTACT NTH ANY 7RASH MATERIAL ACCEPTABLE FOR THEIR INTENDED USE. 779
ACADEMY DRIVE, SIENNA BEACH, CA 92075
HYDR05EEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL. THE PRafCT IS MANY CONSTRUCTION MA7RIALS INCLUDING SOL WEN WA PAINTS VEHKLE
FLUIDS 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE W.O. wo. 7'55-8611 LECMIL DESO OF F A POR RN OF LOT 12 , A HEIGHTS
IN THE CITY OF
T� P-- ENCINITAS CO 755-8622
O SAN DIEGO STALE OR CALILI FORORNNIAIA, ACCORDING 10 MAP THEREOF PERMANEN7IY LANDSCAPED OR, FOR AREAS
WHETRE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE BROKEN ASPHALT AND CONCRETE HOOD AND CLEARED VEGETATION CAN BE RECYCLED. DRAINAGE AND PREVENT PONDING OF
WRIER. HE SHALL CLAIROL SURFACE WRIER AND AVOID QP ®F S31C, ° NO. 1163, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY FLY
PRO CT IS COMPLETED AND ALL SECURITY RELEASED. AS HAZARDOUS WASTE. OR INFORMATION ON A LE
HAZARDOUS MA TERIAL, CALL THE OF MUSURESTO ADJOIN PROPERTIES OR 70 RNI-SHED XVK ON IRE 91F AND
EROSION OF fRESH1 Y GRADED ARE UN TL. SUCH TMPAS PER TA KE � ®� "� @ c�,0 °p yP SING � v T 1929, AND AS SHOWN
ON THE RECORD OF SURVEY OR SAID RIDCEWA Y HEIGHT$ FILED
HAZARDOUS WASTE HOTLINE TOIL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
� Q� r���C °ri` FOR THE PURPOSE OF CORRECRNG ERRORS IN THE ORIGINAL MAP, BEING RECORD OF
AND 70 ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. � CID C SURVEY MAP N0. 1193, FILED IN THE OFFICE
OF THE COUNTY RECORDER OR SAN DIEGO
J. ALL AREAS TO BE FILLED SHALL BE PREPARED 70 BE FILLED AND FILL SHALL BE PLACED IN c� 2 w 7B2
L COUNTY, SEPTEMBER 20, 1945
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING ACCORDANCE WTH STANDARD SPECIFICARNS ALL VEGETABLE MATTER AND OB�CRNABLE
MA7ERIAL u E 12-31 -11
RECEPTACLES AROUND THE SITE. SHALL BE REMOVED BY THE CNTRAC70R FROM THE SURFACE UPON NHICH THE FILL IS 70 BE * Ex p. d'
PLACED. LOOSE FILL AND ALLUVAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTL Y FOR LEAKS THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED
TO A MINIMUM �'�° G - ' s gJ�oTE�H�P \G
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCAiF PORTABLE TOILETS AWAY OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPON9BIUTY TO PUCE, SPREAD,
WATER AND OWNER'S OERARCATE
FROM STORMDRAIN INLETS ON PERVIOUS SURFACES COMPACT THE FILL IN STRICT ACCORDANCE NTH .SPECIFICATIONS
ALL CONSIRUCTON DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PUNS
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND
EMBANKMENTS SHALL IT IS FURTHER AGREED THAT THE OWNER ( i DEVELOPER) SHALL HAVE A REGISTERED OW iRAVELED AWAY FROM CONSTRUCTION SITE. BE SHAPED, PLANTED AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT STATEMENT OF ENUNEER OF NMK ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH
THE CITY
AND ORDERLY CNDIRN ALL STONE ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION ENGINEER DETERMINES ARE NECESSARY FOR AND
DESIRABLE FOR 771E PROPER COMPLETION OF
OR EMBANKMENT SLOPES NHICH ARE LIABLE TO BECAME LOOSENED SHALL BE REMOVED AND THE UNDERSIGNED ENGNEER AGREES THAT 7HE W7RK PERFORMED BY
THE ENGINEER SHALL THE IMPROVEMENTS
DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE COMPLY WN THE GENERALLY ACCEPTED STANDARDS AND PRACTICES
OF THE ENGINEERS
GRADING ORDINANCE TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED I HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST HAS BEEN OR NLL BE
HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULA TIONS REQUIRED BY THE RETAINED TO SUP£RVSE OVER ALL GRADING ACTVTY
AND ADWSE ON THE COMPACTION AND
CITY OF ENCINITAS THE ENGINEER AGREES 7HAT ANY PLANCHECK OR REVEW PERFORMED STABILITY OF THE SITE.
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC FNTTY FOR THE PLANS
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE '' Or ��
TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE II1e/^.'
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF ARMAN PAYMAI, TRUST: DATE
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD PA YNAI- VAHIDI FAMILY ST
HARMLESS THE CITY OF ENCINITAS AND ITS OfFICERS ACEMS AND EMPLOYEES FROM
SANTA FE DRIVE PROPERTY DAMAGE OR BODILY INNFRY ARISING SOLELY FROM THE NEGLIGENT ACTS iQ
ERRORSJR OMISSIONS OF THE ENGINEER AND HIS ER AGENTS OR EMPLOYEES ACING
Y ST. SUM S. FL WTHIN E COURSE AND SCOPE OF SUCH AGENC AND EMPLOYMENT AND ARISING OUT OF MAH VAHIDI, NU E DA
If
N c 'I L THE NORK PERFORMED BY THE ENGINEER. PAYMAI- VAHIDI FAMILY TRUST
i m
N J
NoText
NoText