2006-142 G (Plans) Ilk
SAN DIEp/I10 WATER DISTRICT NOTES STRM WATER POLLUnON PREVENnt'N NOTES A. GENERAL
5 ALL TREE BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COILECIEB
I, REVIEW OF THIS PLAN BY SAN DIEGUITO WA TER DISTRICT DOES NOT CONSTITUTE A PILED
R OERINSE Dl9'OSt?D OR OFF THE 91E BY THE CONTRACTOR SO AS TO LEA Vf '
CONG77EiE WASHOUT L ALL WORK SHALL BE DONE IN ACCORDANCE NTH THfSf PLANS THE STANDARD SPEGYfICAiIONS
NOW- 7STANE F N THE ACCURACY U7 THE LOCATION OF T THE EXISTENCE K THE AREAS THAT HAKE BEEN CLEARED NTH A NEAT AND RNI91ED APPEARANCE
FREE STANDARD Sr LEGEW NOW-EXISTENCE ANY UNDERROI/ND UTILITY PIPE R STRUCTURE (THIN THE LIMITS R FOR PUBLIC WORKS CONSTRUCTION, R THE
DESIGN CONSTRUCTION STANDARDS R THE CITY OF FROM UN9GHILY DEBRIS APPROVAL OF LOCATION OF DEBRIS FLL SHALL B£SECURED
THIS PROECL FOR
SHAY WASTES ON AND USE IL ADEQUATELY H CO CONCRETE WASHOUT AREA TO ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD PRIOR 70 S NY CHANGES OR REVISIONS
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 70 THE DISPOSAL OF ANY SUCH
CONTAIN WASHOUT WASTES ON SHE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, THEREFROiN SHAY BE APPROVED BY THE CITY ENGINEER PRIOR ]0 NY REQUEST FOR
INSPECTION. MATERIAL. PROPERLY LINE
2 ALL EKISNNG MaURES WHICH MAY AFFECT FlNAL DESIGN, I.E. LINE CROSSING, LINE STUCCO, PLASTER AND THE LIKE IN70 THE STORMWATER CONVEYANCE SYSTEM OR ANY
PARALLELING OR PROPOSED CONNECTION SHALL BE RaD VfRAb' ALL EXISTING R RECElV7NG WATER. CON 1RiICTR STALL POST A SON DESONATING THE WASHOUT LOCATION 2 THE SOILS
REPORT NTlED '1E01ECHNICA! INVESTIGATION RfCOIIMENDATIONS PARK PLACE SLOPE D. LANDSCAPMIG EXISTING CONTOUR - -
PROPOSED U10TY CROSSINGS N1HlN 10 FEET OF PROPOSED WATER MAINS SHALL BE SH01WV FAILURE, 946 AND 950 00006P ME DRIVE ENCINITAS CA; DATED FEBRUARY
7 2006, PREPARED
ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS CWSMUCRON SIZE ACCESS BY SHEPARDSON ENGINEERING ASSOCIATES`INC. SHALL BE CONSlDL7tE0
AS A WT OF THIS GRADING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED EXISTING ELEVATION 5
GVEIN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND BY THE
CITY ENGINEER. PLANS STALL CONFORM TO THE CITY OF ENCINITAS GRADING J
A STABILIZED CONSTRUCTION 97E ACCESS SHALL BE PRONVED FOR VEHICLES EGRESS AND SPEaRCARONS CONTAINED IN SAID REPORT. ORDINANCE AND ALL ADOPTED
LANDSCAPE AND IRRIGATION STANDARDS NEW CONTOUR 172
3 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCAiE AND/OR AO 1 TO GRADE ANY INGRESS TO PREVENT TRACKING DIRT OFF RIE THIS-WALL INCLUDE USING MATERIAL SUCH AS
2. RNISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR 10
EXISTING WATER FAfYUTY ,IRE HYDRANT METER VALVE$ VALVE BORE ETC. WHICH lS RAVEL ND/OR CORRUGATED STEEL PANELS/PLATES J. APPROVAL Of THIS PLAN DOES NOT
CONSTITUTE APPROVAL Of SlZ£$ LOCATION AND TYPE OF OCTOBER 1 OR)MUENATELY UPON COMPLE7ION OF ANY SLOPES GRADED BETWEEN NEW ELEVATION 173.50
AFFECTED BY THEIR PRO CT. ALL AFFEC7E0 WA FACTURES MUST MI T CU4ENT WATER DRAINAGE FACILITIES, NR OF IMPROVEMENTS ►N /N STREET RIGHT-Of-WAYS
SEPAR47E APPROVALS OCTOBER 1 AND APRIL 15
CoN wcTm I�EHIIXES AND PERM175 FOR THESE SHALL BE REQUIRED IN CONJINCNON WIN IMPROVEMENT PLANS DAYLIGHT LUTE
AG'NCIES'STANDARDS COMMNEE(WASC) STANDARDS IF fACIVTI£S DO NOT MEET STANDARDS, E ERASION CONTROL - T1-
THEN 771EY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE: A SPECT7C AREA AWAY FROM GUTTERS AND STRMDRA/N SHALL BE DESIGNATED FOR 4. WRITTEN
PERMISSION SHALL BE OBTAINED FOR ANY OFF-SIZE CRADING DRAINAGE L#V E ->
4. URINES 70 MAINTAIN MIN/MUM 5-FOOT SEPARA7ION WHEN PARALLELING WATER SERVICES CONSIRUC110N VEHICLES PARKING, VEHICLE REfURING, AND ROUTINE€LgAPMENT MAINTENANCE
5. CONNAC70R SHALL TAKE ANY NECESSARY PRECAUWNS REQUIRED 70 PR07ECT ADJACENT i. IN CASE EMERGENCY MURK IS REQUIRED CONTACT JOE WAL91 AT 760-419-1787, 24
ALL MAJOR REPAIRS SIMLL BE MADE Off-SITE. PROPERTIES DURING GRADING OPERA PONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED HOURS A
DAY. DIREC77ON OF FLOW
5. MINIMUM AS AND SEPARATION R 10 FEET REQUIRED BETWEEN FlRE HYDRANTS AND OR REPAIRED TO CONDI BON EXISTING PRIOR 70 GRADING 2 EQUIPMENT AND
l"KERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
SAN DIEGO GAS AND ELECTRIC VAULTS EROSION COViRAL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON PRIVATE BACK YARD DRAIN LINE PVC, SDR-35 MIN -SD SD-
6 THE DEVELOPER SHALL BE RESPON-TILE THAT ANY MONUMENT K BENCHMARK NHICH IS SHE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONS7RUC7/ON
OR TEMPORARY
6. ALL NA TER SERVCES 10 BE CONS)RUCiED CLEAR Of DRIVEWAYS AND ALL OTHER 1RAVfLEO ER09ON CONTROL MUST BE PROVDED FOR ALL EROSIVE SURFACES SLOPED SURFACES DISTURBED
OR DESTROYED SHALL BE RE-ESTABUSIED AND REPLACED BY A REGISTERED CIVIL DEVICES WHEN RAIN IS IMMINENT PRIVATE CATCH BASIN BY "ANDS" -SD �-Sp-
WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERWNC ESPECIALLY SHALL BE PR07ECTED AGAINST ENGINEER OR A LICENSED LAND SURVEYOR
EROSION BY INSTALLING EROSION TE9SFANT SURFACES SUCH AS 3. DEVICES SHOWN ON PLANS SY1ALL NOT B£MOVED OR MODIRED WITHOUT THE APPROVAL
HYDROSEID NOTES €ND ON CONTROL MATS, ADEQUATE ROUND COVER VEGfTATIA1 7. THE CONTRACTOR SY1ALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICE$ INCLUDING
OF THE ENGINEERING INSPECTOR SILT FENCE CALiRANS STANDARD SC-1 & DETAIL il' 0-�0
AND BONDED FlBLR MATRIX. SPIKING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY
1. HYDROMING SHAL BE APPUED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO AND HEAL 7H STANDARDS LAWS AND REGULATIONS 4. THE CONTRACTOR
SHALL RES70RE ALL EROSION CONTROL DEVICES TO RRKING ORDER
VERTICAL) R STEEPER MIEN THEY AREA: NO EXCAVATION AND GRADING ACTMAES ARE ALLOWED DURING TO THE SATISFACTION OF THE CITY ENGINEER AFTER
EACH RUN-OFF PRODUCING RAINFALL. GRAVEL BAGS CALTRANS STANDARDS SC-4, SC-8, & 000mo
NET WEATHER. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF(1/2)_MXE OF A SIRUC711RE FOR HUMAN 5 THE CONTRACTOR SHALL INSTALL ADD17IONAL
EROSION CONTROL MEASURES AS MAY BE SC-10 & DETAILS B' & 'C'
8 THREE FEET R MORE IN HEIGHT IN FILL AREAS OCCUPANCY SHALL NOT BE CONDUCTED 12ED HN THE HOURS OR 5.30 P.M. AND 7.•30 A.M. NOR R REQUIRED
BY THE CITY ENGINEER DUE 70 UNCOMPLETED GRADING OPERAiON R
B. FlVE FEET K MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT 10 DIVERSION DIKES SHALL BE CONSIRUClEO i0 CHANNEL RUNOFF AROUND THE CONSTRUCTION SATURDAYS
SUNDAYS AND CITY RECOGNIZED HOIlDAYS UNFORESEEN CIRCUMSTANCES WINCH MAY ARTS€.
ER09ON DUE 70 THE EROSYK RESISTANT CHARACTER OF THE MA7DWAL AS APPROVED BY 9>£ COVNAC70R SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND
THE CITY ENGINEER T€MP-0RARY EROSION CONTROL MEASURES 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSYTE
6. THE COWRACiOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
WiTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, aWL ENGINEER, SOILS ENGINEER, GRADING 70 PREVENT PUBLIC TRESPASS ONTO AREAS WHEN
IMPOUNDED WATERS CREATE A
1. IRRIOWN SHAY MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL fR REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUIfL Y CON7RACTR AND PERMMEE.
THE PR£GRADE MEETING SHALL BE SCRED ULED NTH THE CITY AT HAZARDOUS CONDITION
THf GROWTH R THE HYDROSEEDED ROWIN NECESSARY. LARGE PROECTS SHALL BE CONDUCTED IN PHASES 70 AWID UNNECESSARY LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-1770.
REMOVAL R THE NATURAL GRONND COVER 7. ALL £R09ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 91ALL
3. H)ROSEEOING MIX SHALL CONSIST OF ALL THE fOILONING DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DEGREASE ER09O4 10. PRIOR 70 HAULING DIRT
R CONS7RUC770N MATERIALS TO ANY PROPOSED CONSNUC77001 97E BE INCORPORATED HEREON.
WINN R F PROECT THE SEVfHRER ROUTE. SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 6 GRADED AREAS AROUND THE PROECT PERIMETER MUST DRAIN AWAY
FROM THE FACE
A: SEED BS SHALL CONSIST OF CL LESS THAN, TEMPORARY PLANNED FOR MUST EROSON CONTROL PURPOSEROSION SHALL BE IS NOT BY ANDNR QUIREMEN75 HE�ENGNEER Y IMPO�LTH
REGARDS RDS TCOMPLY HE HAULING OP TIONS OMNER' PARK PLACE HON£ONNERS ASSOOADON
1. 20 LBS PER ARE R ROSE C10VER OF SERE AT THE CONCLUSION OF EACH NORK DAY.
2. 20 LBS PER ARE OR ZRRO FESCUE PLANTING FAST-GROANING ANNUAL AND PERENNU! GRASSES 10 5Y1/ELD AND B IND THE SOIL.
3 3 LOS PER ARE OF E SCHOOL CIA CAUFORNICA 11. UPON FlNAL COMPLETION OF THE RKK UNDER THE GRADING PERMIT BUT PRIOR TO FlNAL 9. ALL REMOVABLE
PROTECTIVE OEVCES SHOWN SHALL BE IN PLACE AT THE END OF EACH C/0 JOE WALW
4. 4 LBS PER AORE OF ACHILLEA MILLffOUA PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING WORKING DAY WHEN THE FIVE(5
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 1460 BIG CANYON TERRACE
ACPW77ES ARE COMPLETE. GRADING APPROVAL ANDAR FlNAL RELEASE OIF SECURITY, AN AS-GRADED CERNRCA77ON MALL BE PERCENT(40X) SJLT AND 07f1E77
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL CARDIFF, CA 92007
5. 3 L PER ACRE O DMORPH (CARPET Of SNOW) PROVDED STATING lH£GRADING UNDER PERMIT NO. 9601-G HAS BEEN PERFORMED IN SUBSTANTIAL
6. 112 TNS PER ACRE OF OF THIS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CONFORMANCE WITH THE APPROVED GRADING PLAN R AS SHOWN ON THE ATTACHEO
AS-GRADED 10. 9101ILD GERM/NA DON OF H)DROSEEDED SLR£S FAIL TO PRO EFTECRW COVERAGE �� � gR AND 950 NKJA7GROVE RIVE
7. ITEMS C, D, E, AND F OF THIS SUBSECTION MAYBE A11/l1ED ON LOCATIONS WHERE PLAN' THIS STA)fM£NT SHALL BE FOtlOWfD BY THE DATE AND Sl(�VVANRE OF THE
CINL ENpNEER OF GRADED SLKfS //90X COVERAGE))F'R1R TO NOVEMBER 15 THE STORES SHALL BE
TNf AREA BEING HYDR09TD£D IS NOT N9BLf FROM EITHER A PUBLIC STREET OR RE9D[NTIAL ( 9 CaNS7RUCnoN MAIE�A! STORAGE WHO CERTIFlES SUCH GRADING OPERA NOV
STABILIZED NTH PURCIHED SIRAW IM1ISTALLED IN ACCOROANCE'NTH SECTION 35.023 OF THE CARDIFF, CA 92007
STRUCTURES EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
SiR® MA1ERlALS SHALL BE CONTAINED IN A SECURE PUCE TO PREVENT SEEPAGE AND & NOiI 7M)ONS OF CONSERVATION. ASSES$(,IRS PARM
260-221-27, 260-703-14, AND 260-703-15
6 ITEM A R THIS SUBSECTION MUST BE INOCULATED WITH A NIiROGEIV FlX/NG �LL,gR CONIRACTR SHALL STORE 711ETE PRODUCTS MERE THEY N1LL STAY DRY OUT R ,
BACTERIA AND APPLIED DRY EITHER BY ORILUNG R BROADCAS71NG BEFORE HMOSEEDINO THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL DRY OU i. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES AND S7RUCTURES SHOWN ON THESE SODS ENGINEERS CERP W if
9. ALL SEED MATERIALS SHALL BE TRAN9 OPTED 70 THE JOYSIIE IN UNOPENED ON-9TH PENS HERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS 70 7HE BEST R
OUR KNONiEDGE LEGAL DESLNIPnGYI L LOT 581, MAP N0. 7800 1015 425 & 426,
CONTAINERS NTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIRCABR TAG THERE ARE NO EXISTING U77LIB€S EXCEPT AS SHOWN ON USE PLANS HOWEVER, THE
CONiRACTR 1, NiWAM E. EUJS A REGISTERED ENGINEER IN THE STATE OF CALIFORNIA PRRCYPALL Y
A TTACNED 10, R PRINTED ON SAID CONTAINERS £UM/NAT£R REDUCE POLLU77ON OF STRMWATER I" STOCIfPILES KEPT ON-SITE. IS REQUIRED 70 TAKE DUE PR£CAURONARY MEASURES
70 PROTECT ANY£X/STTNG U7IUDES R DOING BUSNESS IN THE RaD OF APPLIED SOIL MECHAM HEREBY CERW THAT A MAP NO. 7787
STOCKPILES MAY INCLUDE SOIL PARING MATERIALG, ASPHALT CONCRETE, AGGREGATE BASE, STRUCTURES LOCATED AT THE NORK 97E IT IS THE CONNACTR'S RESPON98XITY 70
CONTACT THE SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WINN 116,97E WAS MADE
ETC STOCIOPILES SHALL BE LOCATED AWAY FROM CONCEN RATED STRMWA7ER fIOHS AND FOLLOIWNG OWNERS OF SAID UTILITIES R STRUCTURES PRIOR TO ANY EXCAVATION,
IfNFlCA77ON AND BY M£R UNDER MY DIRECTION ON THE DAIE OF FEBRUARY 7 2006. RE COMPLETE
10. NON-0 9 TOXIC WETTING AGENTS MAYBE ADDED S70RMRAIN INLETS S7OXHLES-WALL BE COVERED R PR07EC7E0 NTH SOIL STABIVZADAN LOCADR OF UTIURES AND NOTIFICATION
OF COMMENCEMENT OF Nt7RK.• CRY OF THE SOILS REPORT COMPILED FROM THIS STUDY N#1 MY RECOMMENDA77ONS
TO THE NACTOR£D SLURRY AT THE IISCINfTION R HAS BEEN SUBMITTED TO THE GFRCE OF THE CITY fNG/Jfik FURTHERMORE I HA VE
THE CAViRACTO4 ALL 77MES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT SAN DIEGUITO WATER DISTRICT 1-800-422-4133 REVIEWED
THESE GRADING PLANS AND CERTIFY THE RECOMMfNDANOVS INCLUDED IN THE
TIMES
B. SAN DIEGB GAS& ELECTRIC 1-800.412.4133 SOILS REPORT FOR THIS PRO ECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
TYPE l MULCH APPLIED AT THE RAZE R RE.NO LESS THAN 2,000 LBS PER A TYPE 6 SPECIFlCATIONS
MULCH(STRAW MAY BE SUBSTITUTED ALL R PART, FOR HYDRAULICALL Y APPLIED RB£R 7RAW PACIFIC BELL 1-800-412-4133
MAIERI L. STRAW iS USED IT MUST BE ANCHORED 70 THE SIRE BY MECHANICALLY CABLE N((DIMENSION CABLE SERVICES i-800-422-4133 SIGNED.
PUNCHING NO LESS THAN 50%OF THE SiRAW IN 70 THE SOIL. CONiRACTRS'EMPLOYEES RHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SY1ALL BE CARDIFF SANITATION DISTRICT
760-62770
7RA/NED 70 BE FAMILIAR NTH THE CITY O''f 0NITAS SiORMWAiER POLLUTION CONTROL ONCE NO.:
C. FERTILIZER CONSIS17NG OF AMMONIUM PHOSPHATE SULFATE 16-10-0, NTH 15% REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE NDRKING ON 91f THE 2. CONTRACTOR
SHALL NOTIFY THE CITY ENGINEERS OIFT(E 48 HOURS PRIOR TO BEGINNING ANY �Q 4�av 't (`2
EXP. DA �- .30 - D y ya ��m i ABBRENAHNS'
SUtftlR APPLIED AT THE RAZE OF 500 LBS PER ACRE PROPERTY 0 S))AND THE PRiME COIVTRACIR MUST INFORM SOBCOWIRACTKS ABOUT
NgRK ON THIS PROECT PHONE. (760) 63J 2770 7
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR 70 HYDROSEEDINO BY. STORMWAiER RE IREMENTS AND THEIR OW RESPON98IUTIES J THE CONTRACTOR SHALL GIVE 24
HOURS NONCE ON CALLS FOR /NSPECNON PHONE: (760) cc Ex ESL 2�810 30`07 a FF= RNISH FLOOR
WASTE i11jINA( (ENT 633-2770. ALL Nt7RK PERFORMED W11HalT BENETiT OF INSPECTION INLL BE SUBJECT TO RE ECTION SHEPARDSON ENGINEERING ASSOCIATES
INC. * k FG = FlN/SH GRADE
A. ROUGHENING THE SURFACE 70 BE PLANTED BY ANY R A COYSIVA NOW OF AND REMOVAL 10035 PROSPECT AVENUE, SUITE 101 RE= RETAINED ELEVATION
SANTEE, CA 92071 sT Civlr- TG = TOP OF RATE
L TRACK WALKING SIRES STEEPER THAN 6.•1. CONTRACTOR SHALL BE AESPONSYBLf FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED C. (Rj�/(� (619)
449-98JO �TFCr 3p��F�� lE= INVERT ELEVATION
CONSIRUCNON MATERIALS DUMPING OF UNUSED R WASTE PRODUCTS ON THE ROUND, - H.P. = HIGH POINT
WHHERE WATER CAN CARRY THEM IN70 THE CONVEYANCE SYSTEM IS STRICTLY PROH1811EP. TC = TOP OF CURB
2. RIPPING AREAS THAT IWLL NOT BREAK UP U9NG ITEM 1 ABOVE L ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER R UNDER HIS
fL = FLOW LINE
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILS CO
= CLEANOUT
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANING BY. AND BACK17LLS AND COMPACTION OF iR€NCHES HE STALL SUBMIT SOILS REPORTS AS REQUIRED
AND
SFRMWAIER BERMS/p�KES SHALL BE PLACED AROUND DUMPSTERS WILL DETERMINE THE SYUITABiEITY R ANY PILL MATERIAL. UPON COMPLETION OF RAOiNG OPERATIONS
i. ADJJS77NO THE SURFACE SOL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED 70 DIVERT THE NATURAL S7RM RUNOfF.. DUMPS7ERS SHALL BE CIECKED fREQUENRY FOR HE STALL
STATE THAT INSPECTIONS AND TESTS HER£MADE BY HIM R UNDER HIS SUPERWSON AND
�D BED LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TITHES DUMPSTERS NiIHOUT LIDS SHALL THAT IN HIS PINION ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSiRUCTED IN ACCORDANCE
BE PLACED N IHN STRUCTURES NTH IMPERVIOUS ROOfiNG R COVERED NTH TARPS IN ORDER NTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
ARE EAR1HNgRK p/ANnnES
2 THE ADDIDON OF SOIL AMENDMENT,$ PH AaVSTMENT, 70 AWID RAIN CONTACT NTH ANY 7RASf MATERIAL
LEACHING R COVERING SitUNf ACCEPTABLE FOR THEIR INTENDED USE. CUT: 5 CY
SOILS T(T PROVIDE VIABLE CONOIITONS FOR GROWTH MANY CONSIRUCNON MATERIALi NCLUDING SOILV£NTS WATER-BASED PA/NN VEHICLE FLUID. 2. THE CONTRACTOR SHALL PROPERLY
GRADE ALL EXCAVATED SURFACES TO PROVIDE P0977E R 450 CY
HYDROSEEIRD AREAS SHALL BE MAINTAINED 70 PROND£A WGOROUS GROWTH UNTIL THE BROKEN ASPHALT AND CONKE , WOO AND CIE D VEGETATION CAN BE RECYCLED. DRAINAGE AND PREVENT
PONOING OF WATER. HE STALL CONN70! SURFACE WATER AND AWID IMPORT 445 CY
PROECT IS PMMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROMING IS THE NON-RECMABLE MATERIALS MUST BE JAKEN TO AN APPROPRIATE LANDFILL R DISPOSED OF DAMAGE 70 ADJOINING
PROPERTIES R TO RNIS1ED WOW ON THE 91E AND STALL TAKE REMEDIAL REMEDIAL: 370 CY
PERMANENT LANDSCAPING, UNTIL THE PROECT IS COMPLETED AND ALL SECURITY RELEASED. AS HAZARDOUS WASTE FOR/NFORMAPOV ON 051POSA! OF HAZARDOUS MATERIAL, CALL THE MEASURES
TO PREVENT EROSION OF fRES1LY GRADED AREAS UNION SUCH TIME AS PERMANENT
HAZARDOUS WASTE H07LINE TOLL FREE AT 800) 714-1195 FOR INFRMANON ON LAMRLLS DRAINAGE AND ERO90N CONTROL MEASURES HAVE BEEN INSTALLED.
ND TO ORDER DUMPSIERS CALL EDCO AT((760) 436-4151. NOTE
3. ALL AREAS 70 BE FlLLED STALL BE PREPARED 70 BE FILLED AND FLL STALL BE PLACED IN EARiHNORK QUANTITIES SHOWN REFLECT GEOMETRIC
VALUES AND DO
POLLUTANTS 91ALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING ACCORDANCE NTH STANDARD SPEaRCATIONS ALL VEGETABLE MATTER AND ORCCTIONABLE
MATERIAL NOT INCLUDE SOIL SHRINKAGE BULKING, AND UNSUITABLE SOILS
RECEPTACLES AROUND 7HE 97E STALL BE REMOVED BY THE CONTRACTOR FROM THE RWACE UPON WHICH THE FLL iS 70 BE
PLACED. LODE PILL AND ALLUNAL SOILS SHALL BE REMOVED TO SUITABLE RRM NATURAL ROUND.
PORTABLE 701LETS MUST BE IN GOOD WORKING ORDER AND CHECKED fREQUINkY FOR LEAKS THE EXPOSED SOILS SHALL BE SCARRED Ill A DEPTH OF 6'AND THEN COMPACTED
70 A MINIMUM
CONiRACTR -HALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE 701LETS AWAY R 90 PERCENT. IT SHALL BE THE CONTRACTORS S RE"SiBlLITY 70 PLAN BREAD,
WATER AND
�0 FROM STORM ffAM INLETS ON PERWOUS SURFACES COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIRCATIONS
c
m ALL CONSTRUCTION DEBRIS STALL BE KEPT AWAY fROM THE STREET, GUTTER, AND 4. CUT AND FIL 9RES SHALL BE CUT AND TRIMMED 70 RNISH GRADE TO PRODUCE SMOOTH
STLIRM M.. CONTRACTOR MUST ROUTINELY CRECK AND CLEAN UP MATERIAL THAT MAY HAVE SURFACES AND UNIFORM ROSS SECTIONS THE SLOPES R EXCAVk1/ONS AND EMBANKMENTS
SHHALL
b ��Q
IRA WO AWAY FROM CONSTRUCTION 91E BE WAFM PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF #VRK AND LEFT IN A NEAT
ENCINI TA AND ORDER Y CONDITION. ALL STONE, ROOTS AND OTHER WASIE MATTER EXPOSEtI OR EXCAVATION
R EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED STALL BE REMOVED AND
DISPOSED OF. THE TOE AND 70P OF ALL SIRES SHALL BE ROUNDED IN ACCORDANCE NTH THE
o a 97f O�pRIE GRADING ORDINANCE 011105 C&ARCAIE
STAGE BUT OF ENGINEER OF MW iT IS AGREED THAT RELD CONDITIONS MAY REQUIRE CHANGES TD THESE PLANS
SANDCASTLE R o THE UNDERSIGNED ENGINEER ARLES 7HAT THE HORK PERFORMED BY THE ENGINEER STALL IT IS FURTHER AGREED THAT THE
DEWLRER SHALL HAVE A REGIS)E7Tf0 CIwL ENGINEER
MAKE SUCH CHANGES ALTERATIGVS R ADDITIONS 70 THESE PLANS RHICH THE CITY
NOLBEY ST 1L A4 TH RSS iHGETHRERTfl)RS OF THE IMPROVEMENTS
ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION
° HEREIN SHALL B£R ACCORDANCE NTH THE RULES AND R£GULANONS REQUIRED BY THE
c CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCH£CK R RENEW PERFORMED I HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER K GEOLOGIST HAS BEEN K N1LL
:
By TME C17Y OF PREPARED By THE ENGINEER/S NOT AD£�M/NA NOW BY THE CITY OF ENG�AS O� THE BE RETAINED 70 SUPERVISE OVER ALL GRADING
ACNWTY AND ADNSE ON THE COMPACTION
5. 7ECHNICAL SUFFlCIENCY R ADEQUACY OF THE PLANS R DESIGN, AND IT 7HER£FRE AND STABNIIY R THE SITE
DOES NOT RELIEtf THE ENGINEER OF RESPONSIBILITY FR THE PLANS R DESIGN OR
BIRTH/NGHAM Rllf IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD ! D DATE\2,- 0G
HARMLESS THE CITY OF ENCINITAS AND 17S O`FlCFRS AGENN AND EMPLOYEES FROM PARK PLACE HRSI NNERS ASSOCIATION
PROPERTY DAMAGE R BODILY INWRY ARISING SOLELY FROM THE NE600EWT ACT$
o ERROR$ R OWS9ONS OF THE ENGINEER AND HIS S?AGENTS R EMPLOYEES ACTING U
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AR19NG OUT R
0
THE WORK PERFORMED BY THE ENGINEER z
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mm 44173 Z
o SAMPO ENGINEERING, INC
a V ,1D PARKS AND RECREATION DEPARTMENT ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PUBLIC WORKS DEPARTMENT 1034 SECOND
STREET �°' &
Y/ 1 / AP ENCINITAS, CA 92024 w a
NOT TO SCALE (760) 436-0660 0
s THOMAS D GUIDE E- PACE 3 _ BY DATE 7 -� Q
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