2009-10117 G (Plans) SAN DIEGUITO WAIRR DISTRICT NOTES STORM WATER POLLUTION PREVENTION NOTES A. GENERAL 5. AL TREES BRUSH GRASS AND OTHER OBJECTIONABLE
MATERIAL 91AL BE COLLECTED,
PILED OR OTlHERN1Sf DISPOSAD OF OFF THE SIZE BY THE COMRACTOR SO AS TO LEAVE
L REVIEW OF IRIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE CONCRETE WASHOUT I. AL WORK SHALL BE DONE IN ACCORDANCE
NTH THESE PLANS, THE STANDARD SPECIFICATIONS THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE LEGEND STANDARD SYMBOL
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UNUTY, PIPE OR FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF FROM UNSGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FlL STEAL BE SECURED
STRUCTURE W RIIN THE LIMITS OF THIS PROTECT. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHUIT AREA TO ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS ANY CHANCES OR REWSONS FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
2. AL EXISTING FACIITIfS WHILYi MAY AFFECT FINAL DESIGN I.E., LINE CROSSING$ LINE PARALLELING, (1R CONTAIN WAWOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SCURRY,
MORTAR, THEREFROM 91AL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. MATERIAL PROPERTY LINE — — — —
PROPOSED CONNECTION WALL BE FIELD VERIFIED. AL EXISTING ON PROPOSED UTILITY CROSSINGS WITHIN 10 FEET STUCCO, PLASTER AND THE OR INTO THE T A 96A DE CONVEYANCE SYSTEM T
ANY
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER RECEIVING WAIfR. CONTRACTOR WALL POST A SIGN DESIGNATING THE WASHOUT LOCATIOA!
1. THE SOILS REPORT TITLED "PRELIMINARY GE0DATEDCAL UST 9, 2006 NEW DWELLING STRUCTURE D. LANDSCAPING EXISTING CONTOUR --98
1060 HYGFlA AVENUE ENCINITAS CALIFORNIA' DAZED AUGUST 9, 2006, AND 'UPDATE
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUI70 WATER DISTRICT. CONSTRUC77O7N 571E ACCESS CEOTHECHNICAL REPORT AND GRRADING PLAN REVIEW, PROPOSED
NEW DWELLING AND GUMPOUSE 1. AL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED EXISTING ELEVATION X 94.2 (930)
1060 HYGEIA AVENUE, ENCINITAS CALIFORNIA-DATED APRIL 1, 1009 BOTH PREPARED BY VNTE& BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY
OF ENCINITAS GRADING
3 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST ID GRADE ANY EXISTING WA7FR ORDINANCE AND AL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS
FACILITY(FIRE HYDRANT METERS, VALVED VALVE BOXES, TE A DIOR IS AIST 700 A THEIR PROTECT. WA A STABILIZED CONSTRUCTION SIIE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS
AND MIDDLE70N ENGINEERING, INC. WALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. AL NEW CONTOUR 92
INGRESS TO PREVENT TRACKING DIRT Of SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 5PECIRCA77ONS
2 FlNISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON AL SLOPES PRIOR TO
AFFECTED AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENGER'STANDARDS COMM17EE(WASC) STANDARDS !F GRAVEL AND/OR CORRUGATED STEEL PANECS/PIATEx CONTAINED
IN SAID REPORT. OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN NEW ELEVATION
FACILITIES DO NOT MEET STANDARDD THEN THEY DIAL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS OCTOBER 1 AND APRIL 15
EXPENSE CONSTRUCTION VEHICLES 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZE. LOCA77ON AND TYPE OF DAYUGHT
LINE —u n—n—rr—a-
DRA/NACE FACTURE$ NOR OF IMPROVEMENTS W NI N STREET RIGHT-OF-WAYS SEPARATE APPROVALS E. EROSION CONTROL
4. U17U77ES TO MAINTAIN M/NININ 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES AND PERMITS FOR IHESE SHALL BE REQUIRED IN COJ3INC)lOV WITH IMPROVEMENT
PLANS PRIVATE GRASS SWALE PER SECTION 'A'
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SI1All BE DESIGNATED f()R I. !N CASE EMERGENCY WORK IS REQUIRED, CONTACT KAREN NISHI
AT 760-253-3960, 24
5 MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND CONSNUC71ON VEHICLES PARKING, VEHICLE REFlUELINQ AND ROUTINE EQUIPMENT
MAINTENANCE 4. WRITTEN PERMISSKN SHALL BE OBTAINED FOR ANY OFF-SITE GRADING HOURS A DAY. DIRECTION OF FLOW
ELECTRIC VAULTS AL MAJOR REPAIRS WALL BE MADE OFF-SITE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 2 EQUIPMENT AND &VKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
AT AL PRIVATE 6' TRENCH DRAIN BY 'NOS' OR APPROVED EQUAL
6. AL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIWWA YS AND ALL OTHER IRA WLED WA YS WA TER ER057ON CONTROL PROPERIES DURING GRADING OPERA BONS ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED TIMES DURING THE RAINY SEASON AL NECESSARY MATERIALS SHALL BE STOCKPILED ON
METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERWNG. OR REPAIRED TO CONDITION EXISTING PRIOR 70 GRADING SITU AT CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
EROSION CONTROL MUST BE PROVIDED FOR AL EROSIVE SURFACES SLOPED SURFACES DEVICES WHEN RAIN IS IMMINENT PRIVATE STORM DRAIN
PIPE PVC, SDR-35 MIN —SD—�D— (�
HMROSEED NOTES ESPECIALLY SIHALL BE PROTECTED AGAINST 6. THE DEVELOPER -WALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCYIMARK WHICH IS
�+
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGSIERED CIVIL 3 DEVICES
SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL \�
1. HYDROSEEDING &YA&BE APPLIED TO AL SCOPES THAT ARE GRADED 6.•1 (HORIZONTAL 70 VERTICAL) OR EROSION CONTROL MATS ADEQUATE GROUND COVER WGETARON, ENGINEER OR A UCENSEO
LAND SURVEYOR. OF THE ENGINEERING INSPECTOR. PRIVATE CATCH BASIN BY NDS"
STEEPER WHEN IHEr AREA: AND BONDED FIBER MATRIX. 4. THE CONTRACTOR SHALL RESTORE AL EROSION CONTROL DEVICES 70 WORKING ORDER
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AL SAFETY DEVICES, INCLUDING RIP RAP ENERGY DISSIPATOR SDRSD D-40,
TYPE 1 v
A. THREE FEET OR MORE IN HEIGHT IN FlL AREAS NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO AL
LOCAL, STA TE AND FEDERAL SAFETY TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
NET WEATHER. AND HEALTH STANOARDG, LAWS AND REGULATIONS MASONRY RET. WALL SDRSD C-4, C-6
8 ERNE FEET�MORE IN HFlGHT IN CUT AREAS UNLESS SLOPE IS NOT SUB�CT TO 5. THE CONTRACTOR SHALL INSTAL ADDITIONAL EROSION CONTROL MEASURES
AS MAYBE
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 6 GRADING
AND EQUIPMENT OPERATING WIIHIN ONE-HALF(1/2 MILE OF A STRUCTURE FOR HUMAN REQUIRED HEMS AN GI ER DUE O UNCOMPLETED GRADING OPERA BON OR
BY 171E CITY ENGINEER SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST ER05ION USING PERMANENT AND OCCUPANCY SHALL NOT BE CONDUCTED BETM THE HOURS
OF 5:30 P.M. AND 7.•30 A.M. NOR ON PCC GRAVITY WALL SDRSD C-9
2 IRRIGATION SHALL MAINTAIN 7HE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF TEMPORARY EROSION CONTROL MEASURES SATURDAYS, SUNDAYS AND
CITY RECOGNIZED HOLIDAYS 6 THE CONTRACTOR WALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
THE HTROSEEDED GROWTH. 70 PREVENT PUBLIC TRESPASS ONTO AREAS NHEN IMPOUNDED WATERS CREAIE A
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY 9 NO GRADING OPERA PONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE HAZARDOUS CONDITION.
r,
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER GRADING SILT FENCE CALTRANS STANDARD SE-1 & DETAIL 'J'
3. HYDROSEEDING MIX SHALL CONSIST OF AL THE FOLLOWING REMOVAL OF THE NATURAL GROUND COVER. CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIHALL BE
SCHEDULED WITH THE CITY AT 7. AL EROSION CONTROL MEASURES PROVDED PER THE APPROVED GRADING PLAN SHALL
A. SEED MIX SHALL CONSIST OF NO LESS THAN, DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. LEAST 48 HOURS IN ADVANCE BY CALLING
(760) 633-2770. BE INCORPORATED HEREON. GRAVEL BAGS CALTRANS STANDARDS SE-4, SE-8, & 000000
1. 20 LBS PER ACRE OF ROSE CLOVER 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE SE-10
& DETAILS r & 'G'
2. 20 LBS PER ACRE OF ZORRO FESCUE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT 10. PRIOR 70 HAULING DIRT OR CONSTRUCTION
MATERIALS 70 ANY PROPOSED CONSTRUCTION SITE OF SLOPE A THE CONCLUSION OF EACH WORK DAY.
J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY WTHIN THIS PROTECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY PRIVATE 4" SEWER LATERAL PER SDRSD SS-02. SS-03
PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES 70 SHIELD AND BIND THE SOIL ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 91AL COMPLY WITH AL CONDITIONS
4. 4 LBS PER ACRE OF AI.YIILLEA MlLLEFOUA 9. AL REMOVABLE PROTECTIVE DEVICES SHOW SHALL BE IN PLACE AT THE ENO OF EACH
5. 3 LEIS PER ACRE OF ALYSSUM (CARPET OF SNOW) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AND REQUIREMENIS THE CITY ENGINEER
MAY IMPOSE WITH REGARDS 70 THE HAULING OPERA BON. WORKING DAY WHEN THE FIVE((5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
6. 1/2_LB PER ACRE OF DIMORPHOLECA ACPWRES ARE COMPLETE PERCENT(40X). SILT AND GOITER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
STABILIZED CONSTRUCTION ENTRANCE CALTRANS STANDARD DRAWING
7. I�TtEMMS C, D E, AND F OF THIS SUBSECTION MAYBE OMITTED ON LOCATIONS WHERE 11. UPON FINAL COMPLETION (7F THE NDRK UNDER THE GRADING PERMIT BUT
PRIOR TO FINAL N0. IC-1 & DETAIL IH'
THE AREA bElk HYOROSEEDED !S NOT VISIBLE FROM EITHER A PUBLIC STREET OR WATER USAGE FOR DUST CONIRO! SHALL BE MINIMIZED GRADING APPROVAL AND/G,7 FINAL RELEASE
OF SECURITY AN AS-GRADED CERTIFICATION SHALL BE 10. SHOULD GERMINATION Of HYDROSEEDEO SLOPES FAT! lO PROVIDE EFFECTIVE COVERAGE
RESIDENTIAL STRUCTURES PROVIDED STATING 'THE GRADING UNDER PERMIT N0. 10117-G HAS BEEN PERFORMED IN OF GRADED SLOPES ((90X COVERAGE)
PRIOR TO NOVEMBER 15 THE SLOPES SHHAL BE
ON-SIZE CONSTRUCTION MATERIAL STORAGE SUBSTANTTAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED STABILIZED WITH PUAICHO
STRAW INSTALLED IN ACCORDANCE'NTH SECTION 35.023 OF THE BMP AREA. NOT TO BE MODIFIED
8 ITEM A OF THIS SUBSECTION MUST BE INOCULATED WTH A Nl1ROGEN FIXING AS-GRADED PLAN' THIS STATEMENT SHALL BE FOLLOWED BY 771E DATE AND SIGNATURE OF 171E
CIVIL EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT WITHOUT PERMISSION FROM THE CITY
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE ENGINEER WHO CERTIFIES SUCH GRADING OPERA BON. OF CONSERVATION.
H)ROSEETNNG. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF B. N07IRCAPONS SOILS ENGINEER'S CERTIFICATE
9. AL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR AL fUEL S70RED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE ON-577E 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOW ON IHESE I DENNIS MIDDLETON A CERTIFIED ENGNEERING GEOLOGIST IN THE STATE OF CALIFORNIA,
CERTIFlCANON TAG ATTACHED 70, OR PRINTED ON SAID CONTAINERS PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNONCEDGE PMR6CI
ALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOW 011 THESE PLANS HOWEVER THE CONIRACBM
THAT A SAMPLING AND STUDY OF THE SOILS COIVDITIONS PREVALENT wW1l1HIN THIS 577E
10. NON-PHYTO-TOXIC WETTING AGENTS MAYBE ADDED TO THE 11MR05EED SLURRY STOCKPILES MAY INCLUDE SOIL PARING MATERIAL$ ASPHALT CONCRETE, AGGREGATE BASE, IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT E PLAANY EXISTING UTILITIES T R WAS MADE BY ME ON UNDER MY DIRECTION (N THE DATE OF AUGUST 9 2008 AND APRIL
AT THE DISCRETION OF THE CONTRACTOR. ETC; STOCKPILES SHALL BE LOCATED AWAY FROM CONCEN IRA TED STORMWA TER FLOWS AND 1 2009. A COMPLETE COPY
OF THE SOILS REPORTS COMPILED FROM TICS STUDY WHIN MY
STORMDRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZABO STRUCTURES LOCATED AT THE NORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY
70 CONTACT THE IRECLMNENDAPON, HAS BEEN SUBMITTED TO THE OFROE OF THE CITY ENGNEfl1
B. TYPE!MULCH APPLIED AT THE RATE OF NO LESS THAN 1,000 LBS PER ACRE TYPE 6 MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT FOLLOWING OWNERS
OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIFICATION AND FURTHERMORE !HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE ABBREVIATIONS° EARTHWORK QUANDDES'
MULCH(SIRAW1 MAYBE SUBSTITUTED. AL OR PART, FOR HYDRAULICALLY APPLIED ALL TIMES LOCATION Of UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.• RECOMUDMASION
S INCLUDED IN THE SOILS REPORT FOR THIS PROICT HAVE BEEN CUT. 25 CY
M L INCORPORATE IN THE GRADING PLANS AND SPEGFlCATIONS
FIBER AIERIA . WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SCOPE BY SAN DIEGUITO WATER DISTRICT 1-800-422-4133 �=
FINNY FLOOR FILL• 350 CY
MECHANICALL Y PUNCHING NO LESS THAN 50%OF THE STRAW INTO THE SOIL. TRAINING E&tE�GFO FG = RNISIH GRADE
SAN DIEGO GAS&ELECTRIC 1-800-412-4133 SIGNED. N zo IMPORT 325 CY
PACIFIC BELL 1-800-422-4133 o s�Iao o� RE = RETAINED ELEVATION
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15X CONTRACTORS'EMPLOYEES NHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE CABLE N DIMENSION
CABLE SERVICES 1-800-422-4133 CEG NO.: - _980 ¢`" ��'� SFr m� TG = TOP OF ORAIE
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWA TER POLLUTION CONTROL '�
o lE= INVERT ELEVATION MAXIMUM DEPTH OF CUT: 1.8 FEET
LEUCADIA ASIf WATER DISTRICT J 760 753-0155 o GEG 98o z
REQUIREMENTS THESE BMP N01ES SNAG BE AVAILABLE ]O EVERYONE WORKING ON SITE THE EAR D 9 * CERTIFIED ,t H.P. =
HIGH POINT MAXIMUM DEPTH OF FILL : 3.5 FEET
4. AREAS IO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO N>DROSEEDING BY. PROPERTY ONNER(j AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT 2 CONTRACTOR
SIHAL NOTIFY ]HE CITY ENGINEER'S OfFlCE 98 HOURS PRIOR TO BEGINNING ANY ENGINEERING TC = TOP OF CURB
STORMWATER REO f ENEWS AND )HEIR OWN RESI'ONSILIVAM �, FL = FLOW LINE
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF NDRK ON THIS PROECT. PHONE (760) 633-2770 A C.O. = CLEANOUT
WASTE MANAGEMENT S Mehd i S.5 ar ta+ 115E of cn��F°��
L TRACK WALKING SLOPES SLEEPER THAN 6.1. J. 171E (XNIRAC7OR SHALL GIVE 24 HOURS NOTICE (N CALLS FOR INSPECTION. PN(Nf. 760 p /
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF AL WASTE AND UNUSED AND REMOVAL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION NIL BE SUBECT TO
R 6 PON `,
2. RIPPING AREAS THAT NIL NOT BREAK UP USING ITEM 1 ABOVE COIVSTRLICTIOIV MATERIALS DUMPING Of UNUSED OR WASTE PRODUCTS ON THE GROUND VINE&M1DDL£lON
ENGINEER/TUG, INC. OWNERS KAREN N/SHI & MARY C. CASHOUR
NHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICBY PROHIBITED. C. GRADING 2450 VINEYARD AVENUE ,rN 1060
HYGfIA AVENUE
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLAN17NO BY. ESCONDIDO, CA 92026 vii w0.48V4 in ENCNITAD
CA. 92024
NO SEEPAGE FROM DUMPSIERS WALL BE DISCHARGED INTO (760) 739-0343 EV.8239-f0 °' 619 253-3960
1 ADAISBNG THE SURFACE SOIL MOISTURE ]O PROVIDE A DAMP BUT NOT SATURATED 1. AL GRADING SIHAL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER
HIS ?� /
SEED BED SOWN TER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS DIRECTION. HE 5NAL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS c!8
TO OVERT THE NA�IUURAC STORM RUNOfF. DUMPSTERS WALL BE CHECKED FREQUENIIY FOR AND BACRTLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND VIL
2 THE ADDITION OF SOIL AMENDMENTS PH A&USIMENT, LEACHING OR COVERING SALINE LEAKS DUMPSTER LIDS 91ALL REMAIN CLOSED AT AL ITNES DUMPSTERS WITHOUT LIDS SHALL WILL DETERMINE
THE SUITABILITY OF ANY FlL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS ®P CRl,F��
SOTS 70 PROVIDE VIABLE COYOTIONS FOR GROWTH BE PLACED WIIHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER HE SHALL STATE THAT INSPECTIONS
AND TESTS HERE MADE BY HIM OR UNDER HIS SUPERVISION AND ASSESSOR'S PARCEL: APN 254-325-30
TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL THAT IN HIS OPINION,, AL EMBANKMENTS AND EXCA VA 77ONS HERE CONSTRUCTED IN ACCORDANCE
HYDROSEW AREAS SHALL BE MAINTAINED 70 PROVID A VIGOROUS GROWTH UNR! THE PROJECT!S MANY C(NS]RUCTIOV MATERIALS, INCLUDING SOILVfN1 WATER-BASED PAINTS VEHICLE FLUIDS, NTH
THE APPROVED GRADING PLANS AND THAT AL EMBANKMENTS AND EXCAVATIONS ARE LEGAL DESCRIPTION' THE SOUTHERLY BO FEET OF LOT 26 IN BLOCK 4 (>F SOUTH
PERMANENTLY LANDSCAPED �, FOR AREAS WHERE HYOSEEOlNG IS 171E PERMANENT LANDSCAP/NO UNTIL THE ACCEPTABLE FOR THEIR INTENDED USE
PERMAN IS COMPLETED AND R, SECURITY RELEASED BROKEN ASPHALT AND CONCRETE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. COAST
PARK, IN THE CITY OF ENCINITAS, COUNTY OF SAN
NON-RECYCLABLE MATERIALS MUST BE TAKEN 70 AN APPROPRIATE LANDFILL ON DISPOSED OF 2 THE CONTRACTOR SNAL PROPERLY GRADE AL EXCAVATED SURFACES TO PROVIDE P02BVE STATEMENT
OF ENGINEER OF WORK DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP ]HEREOF NO.
AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL CAL THE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
1776, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
LEUCADIA WdSTEWATER D/SrR/Cr SEINER /VOTES HAZARDOUS WASTE HORINE IOC FREE AT(800) 714-1195. FOR INFORMATION ON LANDFILLS DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED
MURK ON THE SITE AND WALL TAKE REMEDIAL THE UNDER57GNEO ENGNEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL DIEGO COUNTY, JANUARY 11, 1924
AND 70 ORDER DUMPS IERS CAL EOCO AT(760) 436-4151 MEASURES TO PREVENT EROSION OF FRESICY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
I. LGVD APPRDUAL OF THESE PLdNS p0E3 A/OT Fi'EL/EUETHEAPPL/CANrS,PR1UdTE ENGINEER DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 171E ENGINEERS
Of WORK, OR CDAITRACrOR PR041 RESPOAISIBILIrYFOR 771E CORRECTION Of eRRORS s' POLLUTANIS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE NDRK PERFORMED
OM19 S/OH9 019COVeREO DURING DR AFTER CONS7136ICTIDN. RECEPTACLES AROUND THE SITE. 3. AL AREAS TO BE FILLED SHALL BE PREPARED 70 BE FILED AND FILL WALL
BE PLACED IN HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE
z. 4 I 069101,MOr0T14 L S 4 0487R1lCT/ON WORK SHALL CONFoRMTO THE 40=12f ACCORDANCE WITH STANDARD SPECIFICATIONS AL VEGETABLE MA TIER AND OBJECTIONABLE MAMRIAL
CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED
PORTABLE TaffB MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENILY FOR LEAKS SNAL BE REMOVED BY THE CONTRACTOR fROM THE SURFACE UPON WHICH THE FILL IS TO
BE BY THE OTY OF ENCINITAS IN ITS CAPACITY AS A PUBIC ENTITY FOR THE PLANS 0WER'S/PERMITTEE STATEMENT
WASTEWATeA 0 18TRICT IWO SEWER STANDARDS � rO711 &01,66WAlrg I)rr#e CON IRA CTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOCEIS AWAY PLACED. LOOSE FILL AND
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE
5MAIDARp SP6C0CQ r10NS fd4 P0L/C UVORKS CON.srRUCr/ON 66113EC-A16061K) 4 r#e FROM STORMDRAIN INLETS ON PERVIOUS SURFACES THE EXPOSED SOILS SHALL BE SCARIFIED
70 A DEPTH OF 6"AND THEN COMPACTED 70 A MINIMUM TECHNICAL SUFIIOENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT 1HERETORE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES
TO THESE PLANS
/EEG(OVAL SMA00 0 DRAIW AX9 MOST Ct/R16A/T ED1r10A15, /A/r1iP;eVe#rOFe0NFZ1Cr OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSRUTY TO PLACE, SPREAD, WATER AND
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
AL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND IMPROVEMENTS BASED )HEREON! THE ENGINEER AGREES TO INDEMNIFY AND
HOLD IT IS FURTHER AGREED THAT THE DINNER ((DEVELOPER) SIHALL HAVE A REGISTERED CIVIL
TFIE LdUO STA DARDS CyOVER COMPACT 771E FlL IN STRICT ACCORDANCE H41H SIPECIFICATI(NS HARMLESS THE CITY OF ENCINITAS AND ITS OMCERS AGENTS AND
EMPLOYEES FROM ENGINEER MAKE SUCH CHANGES, AL7ERA1/ONS, OR ADDITIONS TO 771ESE PLANS WHICH THE
ST(kRMDRA/N. COIV]RACTlR MUST R(XIBNELY(kHELY(AND CLEAN UP MATERIAL THAT MAY HAVE
3. 05NO1 SAFETY ORDERS 4 09M 001VF 1A1e0 SPACE Pi01Yje4j11REM6AITS SNQLL L Be IRA WILD AWAY fROM CONSTRUCTION SIZE PROPERTY DAMAGE OR BODILY
NXRY ARISING SOLELY FROM THE NEGLIGENT ACTS DIREC70R OF PUBLIC XVKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
FOLLOWED AT ALL T1ME5 W17Y&1r EXCEPT/OM• 4. CUT AND FILL SLOPES SHALL BE CUT AND ]RIMMED TO FlNISH GRADE 10 PRODUCE SMOOTH ERROR QR OMISSIONS OF
THE ENGNEER AND HIS ER AGENTS OR EMPLOYEES ACTING COMPLETION OF THE IMPROVEMENTS
LWd SEN/ER NOTES coNr SURFACES AND UNIFORM CROSS SECBONNS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL S
4. 111E COA1rA4C roR SNQLL N6Ve4 CaPY Bf 711E ooemAWT6 SPEe1F/ED 1A(SEWeR NOTES ( ) BE SHAPED PLANTED AND NINMED AS DIRECTED BY THE ENGINEER OF WORK AND
LEFT IN A NEAT 1NNIN THE COURSE AND SCOPE OF SUCH AGENC AND EMPLOYMENT AND ARISING OUT OF
2q' 3 ON rRe 40BSI7E dT4LL 7-IMES. AND ORDERLY CONDITION. AL STONE, R007S AND OTHER WASTE MATTER EXPOSED OR EXCAVATION THE NORK PERFORMED BY THE
ENGINEER. I FURTHER AGREE 70 COMMENCE WORK ON ANY IMPROVEMENTS SIHOWN ON THESE PLANS WITHIN
G.P910A TO BEC,I1VA/IA(G SEWER WORTS, C0Alr/ ere SNQLL SECURE A LWO EXISTING PUBLIC RIGHT-OF-WAY ITHIN 60 DAYS AFTER ISSUANCE
OF THE CONSTRUCTION
5. FIEF CONTRACTOR SHd Ll C,UdR4NTEE ALL dvoRK FdR A PER/OD Of O�V� %EAfi LIFTER � EMBANKMENT SLOPES NHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED
AND PERMIT AND TO THE PURSUE SUCH WtiRK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL
r1le DAr66F F/AMT ACCEPr4Alee A3 1v LWD 4 .994 L-1 REPA/R 4R 11917A1 � ANY W0N PERMIT FOR CONSTRUCT/DA/� SNQLL 1%6006 A MIA//4411"df Is FURS DISPOSED OF THE TOE AND TOP
OF AL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WANK ASSOCIATED NTH IRIS
NOTICe ro LK/0 Mloe TO CONSTRI1Cr1OAI. GRADING ORDINANCE
TNgTM4XPf OIA-c VePECrlVE IAI WOAKA4AA/SN1P QAID/0R MATERIALS N1TN/A/T/� PROJECT OR UNDER MY CONTROL.
CAI-` XeWR /�fz/oD WITyOeIr EXPENSe W1147SO&UEfi TO 4WD. T APPM(14L OF rV19 a"BY LNO GIVES A1o7 eoNSr/TVre A REP&SeNr4TIOti/Jr
NoText
i
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TEMPORARY INLET
AMbmcTAI PE#b&AiAr TEMPORARY SILT FENCE PER D .° � a 55) �94s¢ o 0
DETAIL 'J'& CALIRANS 9320 9442\ 950 (F ga. i
_ 2 n /
TEMPORARY VELOCITY CHECK o DETAIL SC-1 (TYP) Z 9455 v
DAMPER DETAIL 'G' &
CAL TRANS STANDARD SC-4 a2 s4
& SC-8 -offo _ 0 0 20 2 a �o 0 0 0 kgzg <2 �Q 9a.a9) 5¢ o
>>4 289 N74-17'16'E 225.02' (225.00' PER MAP 1776) —
28 2g
�tv
TW 89.0 L
_ . . . • : : �
88.7
FG 865 f.0 • "X�I
r rl �' ` (TC
• • • • `_fit
2,
k2 TG 78.30
4 eM eox 7s.8o , . . . . ; ,k• • 6' +/- /- HYDROSEEDING, SEE HYDROSEED NOTES O
�� "
22 a� Fc as o 88.9
ON SHEET 1.
x
284 %5
8
84 �
TEMPORARY EROSION CONTROL.
TWO ROWS, TWO BAGS i • ` O 0 474)
STAGGERED. I / TEMPORARY 8' FIBER ROLL
- 1W S9 5 a o 1 = 88 00 88'2 . . . . . . k F7 g �'9480
i I I I g5. 86 gg . . . p1 79
(TC 9 I
y ` 0 2 8S\ 74 ��9ti 0�690 0g ?, • • . : ;f4.a3
7g k X86 0�. .. . . . . . . , gql
,• • • .
. - -
�
1
c-
2j2 28 1 °° j 8048>'' AFC a55 (1� ga 5 )= TEMPORARY STABILIZED CONSTRUCTION
-•� , ENTRANCE PER DETAIL H & CAL TRANS
° TEMPORARY INLET r � 6G �� �? STANDARD TC-1, .TYPE 2
PROTECTION PER DETAIL 'I' a k ' 985 �.g00 a 3 19 a a 9399
F�
I I (T�) 0 � ' �G 86 SgQ � �'� 8�5y 88 I ( 93.88)
TG 76.50 - � -� 1� L �� a15 °\ � � . G $�" 8 / • 9388 g4 %
I TM �0� 75.00 I I I I = �� 6� � • ' • •�
2 I I I I I I � FG 9 820 . . . . • , 92o eQ
. .
2?5I
0,
8
I ' 86 G g . : ' ' 9 . . • • `92 : '�. \ TEMPORARY9$J2FIBER ROLL
s o 28j �RyB 8 8 8 a! _
— 253 - -o- - - — - - _
l02 62o N74°1715 (
x x Y2 x x x x � � — — 225.03' 225.00' PER MAP 1776 70jP o 0 g — �k9375
k 0 ��. �0. 0 P 0 i
F0 G���
I
TEMPORARY VELOCITY CHECK AP1\J 2) -1 -326-03'
DAM PER DETAIL 'G' &
CALIRANS STANDARD SC-4 TEMPORARY SILT FENCE PER
& SC-8 HYDROSEEDING, SEE HYDROSEED N TES DETAIL 'J'& CALTRANS
APN 225 41 -326-3-1 ON SHEET 1. I DETAIL SC-1 (TYP)
935>
4 PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWAIER
DEPENDING ON FIELD QUALITY ASSOCIATION (CASOA)
CaVD111ONS STANDARD DWI; NO. SE-10 FOR 9?gh
ADDITIONAL INFORMA7TaV
CRUSHED AGGREGATE 1. SET POSTS AND EXCAVATE A 2 STAPLE WIRE FENCING TO
GREATER THAN rO BUT 4 BY 4 IN (10 BY 10 CM) THE POSTS
SMALLER THAN 6'0 TRENCH UPSLOPE FROM AND
FX ALONG THE LINE OF POSTS
-III-1 I _ 12» rM1! �FCC E16S1lNG
1-1 I I' ( I GRADE
I I—III- WDVEN FitBRIC GRAVEL BAG SEE CASQA STANDARD DWG. N0.
TC-1 FOR ADDIRONAL ENFORMA17ON BECKON A-A
TYPICAL INLET PROTECTION I AND COMPACT THE ATTACH THE FlL1ER FABRIC TO 4. BACNOTE: �
THIS SHEET IS FOR EROSION CONTROL
N01 CONSTRUCT SEDIMENT / / �� ' J. LL
NO SCALE 2 pR BARRIER AND CHANNEUT RUNOFF —/- THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. USE ONLY. REFER
TO SHEETS 1 & 2
TO SEDIMENT TRAPPING DEVICE / �� INTO THE TRENCH.
MIN. A -� �� 4 IN (10 CM) FOR CONSTRUCTION.
INDIH AS REQUIRED I I I I I I I 9
24' WIDE (MIN.) WEIR OPENING FOR DRAINAGE T A DA III /III ` I FILTER FABRIC
OVERFLOW WHERE NECESSARY TRAFFIC I I!I
SEE CASQA STANDARD DWG N0.
SE-4 & SE-8 FOR ADDITIONAL -/ I
INFORMATION STEEL PA S A
2 BAGS HIGH(TrP)
I 25'MEN -I NOTE.°
MATCH EXISTING GRADE AUERNARVE SLT FENCE CONSTRUCTION MAYBE USED SEE CASQA STANDARD DWG N0. SE-1 FAR
I I I- IF FIRST APPROU BY THE ENGINEER OF WORK AND AD�RAVAC lNFORMARAV
-#Va FABRIC GRAVEL BAGS 1HE INSPECTOR o
a STAGGERED (Tr>?) TYPICAL STABILIZED CONSTRUCTION ENTRANCE H TYPICAL SILT FENCE J d s
Z o
TYPICAL VELOCITY CHECK DAM C No SCALE NO SCALE
No SCALE W
w z }Q
z �W
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING DEPARTMENT Rvwar A4ANN BY cxEac BY
RGP RGP VLs APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. W
» PLANS PREPARED UNDER SUPERNSION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR : a °z
STAMPED CONTROL RIvE OR ENCIDEWA - 2.5 BRASS DESK, HpRl7 ; i° = ip N I S H I 8c C A S H O U R RESIDENCE
1 01 1 7 — G
Q
STAMPED 'SD CO. SURVEYOR' !N SIDEWALK /N THE SOUTHEAST
-
QUADRANT EUS AVENUE E INTERSECTION OF LEUCAOIA BLVD. AND DATE
VERT: NONE BY 7ae,��eti 6 •!50 R.C.ENO. : 44173 � / V Jw ' 1060 HYGEIA AVENUE, ENCINITAS, CA.
SIGNATURE DA� VINCETET L SAMPO EXP. 6/30/09 BY: BY: z
ELEVATION 178.543' flATUM : NAVE 88 ENGINEER OF WY1RK DATE: 9��T q / DATE : __/D�fog CASE NO. 08-114
CDP SHEET 3 OF 3 -�-"