2004-9170 G (Plans) STORM WAiER POLLU77ON PREVENTION NOTES A. GENERAL 5 ALL TREES BRUSH GRASS AND OTHER OBJEC770NABLE MATERIAL -_
SAN DIEGUl1n WATER DISTRICT NOTES CONCRETE WASHOUT 1. ALL WORK SHALL BE DONE IN ACCORDANCE W71N THESE PLANS, THE STANDARD BY E CON ACTOR'OILAR
�0 A 174E AREASE AT HAS B HE
SPEC/FICA77ONS FOR PUBLIC WORKS CONSTRUC770N, THE DESIGN CONSTRUCTION CLEARED WITH A NEAT AND F!N(SHED APPEARANCE FREE FROM UNS/GHILY
I. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE STANDARDS OF THE CITY OF ENCINITAS
AND THE SAN DIEGO AREA REGIONAL DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
CONS 771U1F A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION WASHOUT AREA TO CONTAIN WASHOUT WASTES ON S/7E IT IS (LEGAL TO STANDARD DRAWINGS ANY CHANGES OR REVISIONS
THEREFROM SHALL BE FROM THE SO/LS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL LEGEND STANDARD SYMBOL
OF, OR THE EXISTENCE OR NON-EXSiFNCE OF, ANY UNDERGROUND UTILITY WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO APPROVED BY 774E CITY ENGINEER
PRIOR TO ANY REQUEST FOR iNSPfC110N. OF ANY SUCH MATERIAL
PIPE OR STRUCTURE W9171/N 171E LIMITS OF THIS PROJECT. THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE, LINE CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE WASHOUT LOCATION. 2 THE SOILS REPORT 777LED "PRELIMINARY
GEOIECHNiCAL INVES77GA77ON TWO (2) A LANDSCAPING PROPERTY BOUNDARY '
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD PROPOSED RESIDEN77AL UN17S (TWIN HOMES) LOTS 25 AND 26, MAP NO. 1298 1. ALL
SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WIN
VERIFIED. ALL EXIS77NG OR PROPOSED U77LITY CROSSINGS WITHIN 10 FEET CONSTRUCTION SITE ACCESS CORNER OF OXFORD AVENUE AND KILKENNY DRIVE CARDIFF CALIFORNIA", PLANS
APPROVED BY 771E CITY ENGINEER PLANS SHALL CONFORM t0 EASEMENT LINE - - - - - - -
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS PREPARED BY COAST GEOTECHNICAL, DATED FEBRUARY 18, 2003, AND AN UPDATE THE CiTY OF ENCINITAS
GRADING ORDINANCE AND ALL ADOPTED -
ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GiVEN A STABILIZED CONSTRUC770N S17E ACCESS SHALL BE PROVIDED FOR VEHICLES LETTER 777LED "GRADING PLAN REVIEW
AND RESPONSE TO THiRD PARTY REVIEW LANDSCAPE AND 1RRIGA71ON STANDARDS. EXIS17NG CONTOUR ---177
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL TWO (2) PROPOSED RESIDENTIAL UNi7S (TWIN HOMES)
LOTS 25 AND 26, MAP NO.
INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL 1298 CORNER OF OXFORD AVENUE AND KILKENNY DRIVE CARDIFF, CALIFORNIA° 2 FINISH
GRADING AND PLAN77NG SHALL BE ACCOMPLISHED ON ALL EXS77NG ELEVATON X 170.5, (170.5)
J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCA7E AND/OR PANELS/PLATES PREPARED BY COAST GEOTECHNICAL, DATED NOVEMBER 22, 2004 SHALL BE SLOPES
PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLE710N OF ANY
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. NEW
CONTOUR 1 _
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT METERS, CONS7RUC770N VEHICLES ACCORDANCE WITH THE RECOMMENDA77ONS AND SPECIFICATIONS CONTAINED
IN SAID
VALVES VALVE BOXES ETC. WHICH iS AFFECTED BY 771EIR PROJECT. ALL REPORT. E. EROSION CONTROL NEW ELEVATON 173.50
AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER
DISTRICT STANDARDS iF FACIL177ES DO NOT MEET STANDARDS, THEN THEY A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORA/N SHALL BE J. APPROVAL OF THIS PLAN DOES NOT
CONS777UIE APPROVAL OF SIZES, LOCATION i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRAD WEEKES AT GRASS OR ROCK-LINED SWALE
SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. DESIGNATED FOR CONSMUC77ON VEHICLES PARKING, VEHICLE REFUELING, AND AND TYPE OF DRAINAGE FACILITIES
NOR OF IMPROVEMENTS WTHIN STREET 801-602-4000.
ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE RIGHT-OF-WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE
4. U77LI77ES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN OFF-SITE REQUIRED IN CONJUNCTION W1771 IMPROVEMENT PLANS 2. EQUIPMENT AND WORKERS FOR
EMERGENCY WORK SHALL BE MADE DIRECTION OF FLOW
PARALLELING WATER SERVICES AVAILABLE AT ALL 77MES DURING THE RAINY SEASON. ALL NECESSARY
EROSION CON7ROL 4. WRIi7EN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. MATERIALS SHALL BE STOCKPILED ON S17E AT CONVENIENT
LOCA77ONS TO CONCRETE HARDSCAPE PER PLAN
5. MINIMUM HORIZONTAL SEPARA77ON OF 10 FEET REQUIRED BETWEEN FIRE FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAiN IS
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77ONS
REQUIRED TO IMMINENT MASONRY RETAINING WALL SDRSD C-2, C-7, C-8
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST PROJECT ADJACENT PROPER77ES DURING GRADING OPERA77ONS. ANYTHING DAMAGED J. DEVICES SHOWN ON PLANS
SHALL NOT BE MOVED OR MODIFIED
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS OR DESTROYED SHALL BE REPLACED OR REPAIRED
TO COND177ON EXIS71NG PRIOR WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. GRAVITY RETAINING WALL SDRSD C-9, TYPE 'B; C-10
ALL 07HER IRA VELED WAYS WATER METERS MUST BE IN FRONT OF THE EROSION CONTROL MATS, ADEQUATE GROUND COVER VEETA770N, TO GRADING.
PARCEL THEY ARE SERVING. AND BONDED FIBER MATRIX. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK 4. THE CONTRACTOR
SHALL RESTORE ALL EROSION CONTROL DEVICES TO PRIVATE STORM DRAIN PIPE PVC, $DR-35, SDRSD D-60 -SD SD-
WORKING ORDER TO THE SA77SFAC77ON OF THE CITY ENGINEER AFTER
NO EXCAVATION AND GRADING AC771477ES ARE ALLOWED DURING WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED EACH RUN-OFF PRODUCING
RAINFALL.
WET WEATHER. BY A REGISTERED OVAL ENGINEER OR A LICENSED LAND SURVEYOR. PRIVATE TRENCH DRAIN BY NDS'
5. THE CONTRACTOR SHALL INSTALL ADD(NONAL EROSION CONTROL
DIVERSION DIKES SHALT BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY MEASURES
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO TRENCH RESURFACING CITY OF ENCINITAS S1ND. DWGS
CONSTRUC770N SITE. CONTRACTOR SHALL PR07ECT CHANNELS AGAINST DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO UNCOMPLETED
GRADING OPERA77ON OR UNFORESEEN CIRCUMSTANCES
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH T VEGETATION STANDARDS,
LAWS AND WHICH MAY ARISE.
REGULATTONS RIP-RAP ENERGY DISSIPATOR SDRSD D-40, TYPE 1 a
REMOVE EXISNG GETATION ONLY WHEN ABSOLUTELY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED iN PHASES TO AVOID & GRADING AND EQUIPMENT OPERA77NG WI714IN ONE-HALF 1 2 MILE OF A NECESSARY
PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS GRAVEL BAGS CAL7RANS STANDARDS SC-4, SC-8, & 0000000
( / ) WHEN IMPOUNDED WAIERS CREA7E A HAZARDOUS CONDITION.
UNNECESSARY REMOVAL OF THE NANRAL GROUND COVER. STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SC-10
& DETAIL 'D' & 'G'
DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY 7. ALL EROSION
CONTROL MEASURES PROVIDED PER THE APPROVED
EROSION. RECOGNIZED HOLIDAYS GRADING PLAN SHALL BE INCORPORATED HEREON. SILT FENCE CALTRANS STANDARD SC-i & DETAIL
'E'
TEMPORARY VEGETA77ON MUST BE PLANTED ON SLOPES OR WHERE 9. NO GRADING OPERA DONS SHALL COMMENCE UN77L A PREGRADING MEE77NG HAS 8. GRADED AREAS
AROUND THE PROJECT PERIMETER MUST DRAIN AWAY STABILIZED CONS7RUCi7ON ENTRANCE CAL7RANS STANDARD TC-i
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL BEEN HELD ONS17E WIN THE FOLLOWNG PEOPLE PRESENT. CITY INSPECTOR, CIVIL FROM
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. & DETAIL F'
PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST GROWNG ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIT7EE. THE PREGRADE
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. MEE7ING SHALL BE SCHEDULED NTH THE CiTY AT LEAST 48 HOURS IN ADVANCE 9. ALL REMOVABLE
PR07EC77W DEVICES SHOWN SHALL BE IN PLACE AT BMP AREA NOT TO BE MODIFIED WITHOUT THE
PLANT PERMANENT VEGETA77ON AS SOON AS POSSIBLE, ONCE EXCAVA7ON BY CALLING (760) 633-2770. PROBABILITY FORECAWORKING XCEEDS FORTY PERCENT((40%).
SETT AND OTHER PERMISSION OF THE CITY OF ENCINITAS
AND GRADING AC7IVT71ES ARE COMPLETE. 10. PRIOR TO HAULING DIRT OR CONSTRUC770N MATERIALS TO ANY PROPOSED DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 10. SHOULD GERMlNA7)ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. EFFECTIVE COVERAGE OF GRADED
SLOPES (90% COVERAGE) PRIOR TO
THE DEVELOPER SHALL COMPLY WITH ALL CONDI77 AND REQUIREMENTS THE '
ON-SITE CONSTRUCTION MATERIAL STORAGE CITY ENGINEER MAY IMPOSE W17N REGARDS TO 171E E H HAULING OPERA 770N. INSTALLED IN NOVEMBER 15' THE
SLOPES SHALL BE STABILIZED W774 PUNCHED STRAW ABBREWA77ONS.
ACCORDANCE WITH SEC77ON 35.023 OF THE EROSION AND
11. UPON FINAL COMPLE77ON OF THE WORK UNDER THE GRADING PERMIT BUT SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA
STORED MATERIALS SHALL BE CONTAINED 1N A SECURE PLACED PREVENT DEPARTMENT OF CONSERVARON.
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN FF
= FINISH FLOOR
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE AS-GRADED CER71FiCA77ON SHALL BE PROVIDED STATING "THE GRADING UNDER SOILS ENGINEER'S
CER77FlCA7E FG = FINISH GRADE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. PERMIT NO. 9170-GR HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE W1774 TW =
TOP OF WALL ELEVATON
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED / VITlIAYA SINGHANf1 A REGISTERED CIVIL ENGINEER !N THE STALE OF
TG = TOP OF GRATF
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT PLAN°. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS iN THE FIELD OF APPLIED SOIL (E = INVERT ELEVA7ON
ON-SITE STOCKPILES MAY INCLUDE SOIL, PARING MA7ERIALS, ASPHALT THE CIVIL ENGINEER WHO CER77RES SUCH GRADING OPERA77ON. MECHANICS HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS
CONCRETE, AGGREGA7E BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY CONDITIONS` PREVALENT WTH(N THIS SITE WAS MADE BY ME OR UNDER MY FL
= FLOWZINf FROM CONCENTRATED STORMWATER FLOWS AND STORMORA/N INLETS B. NO77RCA77ONS DIREC7ION ON THE DATES OF 10-1-02 AND 1-08-03 ONE COMPLETE H.P. = HIGH POINT
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOiL STABiLIZA71ON COPY OF THE SOILS REPORT COMPILED FROM 7141S STUDY, W711 My VC
= VER77CAL CURVE
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 1. THE EXISTENCE AND LOCA77ON OF UNDERGROUND UTILITY PIPES AND RECOMMENDA77ONS
AND AN UPDATF LETTER HAVE BEEN SUBMITiED TO O. = CLEANOUT
THE PERIMETER AT ALL 77MES STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 774E OFFICE OF THL CITY ENGINEER. FURTHERMORE l
HAVE REVIEWED C.C. = RETAINED ELEVATION
AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTNG THESE GRADING PLANS AND CER77FY 774E RECOMMENDAHONS INCLUDED
IN
TRAINING UT)LIIIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR 71 THE SOILS REPORT AND UPDA7E LETTER FOR THiS PROJECT HAVE
BEEN
INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PR07ECT ANY EXISTING (� �� OWNER: PREFERRED PROPERTY, INC., A
NEVADA CORPORA HON
CONTRACTORS' EMPLOYEES WHO PERFORM CONSIRUCAON IN THE CITY OF U17LI77ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SIGNED:
V s�fwwrl�"J- CIO BRAD WEEKES
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WTH THE CITY OF ENCINITAS RESPONSIBILITY TO CONTACT THE FOLLOWING OW9VERS OF SAID U77LI77ES OR `-�"""-
3214 NOR 7H UNIVERSITY AVENUE, SUITF 104
STORMWATER POLLU77ON CONTROL REQUIREMENTS THESE BMP N07ES SHALL STRUCTURES PRIOR TO ANY EXCAVATION, VERIFlCA77ON AND LOCATION OF U77LI77ES RCE
NO.: rZ E 7g2 rE/ .2/09 PROVO, UTAH 84604
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND NO77RCA77ON OF COMMENCEMENT OF WORK.• R Y� (801) 602-4000
AND THE PRIME CONiRACTOR MUST INFORM SUBCONTRACTORS ABOUT EXP. DAIE.--1 L-4� S=30-0 G '100
1i
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILIAES SAN DIEGUITO WATER DISTRICT 1-760-633-2709
SAN DIEGO GAS & ELECTRIC 1-800-422-4133 V17HAYA SINGHANET "Awc BaBWELG 1-06 SITE ADDRESS VACANT LAND ON OXFORD AVENUE
WASTE MANAGEMENT PACIFIC BELL 1-800-422-4133 COAST GE07ECHNiCAL CARDIFF CA 92007
779 ACADEMY DRIVE NG ,
CABLE 7V (DIMENSION CABLE SERVICES i-800-422-4133 SOLANA BEACH, CA 92075 >T: ASSESSORS PARCEL NO.: 261-113-18 & -19
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL SEWER - CITY OF ENCINITAS i-760-633-2770 958 755-8622 PHONE F
WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR (559 755-9126 FAX LEGAL DESCRIP770N. LOTS 25 & 26, BLOCK i1, MAP
NO. 1298, FILED
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 2. CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO IN
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. BEGINNING ANY WORK ON THIS PROJECT: PHONE- (760) 633-2770 NOVEMBER 14,
1910 TOGETHER WiTH THAT POR71ON OF KILKENNY DRIVE
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION
CLOSED PER VACATION NO. 78-07.
STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS PHONE. (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC77ON
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED WILL BE SUBJECT TO REJEC77ON AND REMOVAL. _ OWNER'S CER7inCA7E
77MES DUMPSTERS WITHOUT LIDS SHALLSBEHPLACEDMWITHIN STRUCTURES WiTH C. GRADING -05 '
! HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
IMPERVIOUS ROOFING OR COVERED W47H TARPS IN ORDER TO AVOID RAIN BEEN OR MLL BE RETAINED TO SUPERVISE OVER ALL GRADING
AC77WTY AND
CONTACT Wl774 ANY (RASH MATERIAL. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS cP°'\, ADVISE ON THE
COMPAC71ON AND STABILITY OF THE SiTE.
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE E °ECHN�
MANY C0NS7RUCi7CN MATERIALS, INCLUDING SOLVENTS WATER-BASED EXCAVATION PLACEMENT AND COMPAC77ON OF FILLS AND BACKFILLS AND OPCp�
tJQ pgTE•
PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND COMPAC17ON OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND BRAD
WEEKES, PRESIDENT
CLEARED VEGETA77ON CAN BE RECYCLED. NON-RECYCLABLE MA7ERIALS MUST WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE77ON OF PREFER
RED PROPERTY INC, A NEVADA CORPORATION
BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS GRADING OPERA77ONS HE SHALL STAIF THAT iNSPEC71ONS AND TESTS WERE MADE
WASTE: FOR (NFORMA71ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE BY HiM OR UNDER HiS SUPERVISION AND THAT IN HIS OPINION, ALL ~
t&a �''I► �� �♦ SMrr,., tNi � j S
HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR EMBANKMENTS AND EXCAVA77ONS WERE CONSTRUCTED IN ACCORDANCE W4TH THE "i
1 • �1
4J6-4151.110N ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) APPROVED
ABLE FOR THEIR INTENDED THAT USE.
EMBANKMENTS AND EXCAVA770NS AREA
T •
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
AND RECYCLING RECEPTACLES AROUND THE SITE. PROVIDE POS177VE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL �-
SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER77ES OR TO FINISHED
.m RYAN DEWEY
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 1
NOTARYPUSUC STATEOUTAM
FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY OF FRESHLY GRADED AREAS UN77L SUCH 77ME AS PERMANENT DRAINAGE AND STATEMENT OF ENGINEER OF
WORK • sxtONUNIVeRSrrrAVE
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PROVO uT eaeoo
INLETS ON PERVIOUS SURFACES. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE EARlh COMM.EXP 05-21-2006
J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
y,
ALL CONSTRUCAON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICA710NS ALL VEGETABLE AND PRACTICES
OF THE ENGINEER'S TRADE OR PROFESSION THE CUT= 350 C ,
MAIER(ALRTHATT MAY HAVE TPAWLEDT AWAY FROMCCONSTRUCi7ON STEP FROM
LLUVIAL SOILS SURFACE ACE QM WHICH THEO LL IS OE E PLACED URAL GROUND.AND CONTRACTOR BE NEACCORDANCE K17H THE RULES AND REGULA17ONS
REQUIRED BY THE EXPORT 320 C.Y. to
OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO REVIEW PERFORMED BY THE CiTY OF ENCINITAS IN I7S CAPACITY AS
A
A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT
A
PLACE, SPREAD, WATER AND COMPACT THE FILL iN STRICT ACCORDANCE WITH DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
o I-5 SPECIRCA71ONS SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR
N 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO DESIGN OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SEC77ONS THE SLOPES OF INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND I7S
�ORFO DRECTED BY THE ENGIEMBANKMENTS OF WORK AND BE EFT IN NET AND ORD ORDERLY AS INJURY ARISING AGENTS, FROM THE NEGLIGENT(GENT
ACN ER ORS, OR BODILY
VtJ CONDITION ALL STONE, R007S AND OTHER WASTE MATTER EXPOSED OR OMISSIONS OF THE ENGINEER AND HC(SIHER AGENTS OR EMPLOYEES
QPOFESS/®�
SHALL B REMOVE BAND DSP SEDEOF. THI E TOE AND LIABLE
TOPTOF ALL SLOPES SHALL EMPLOYMENTT A D AASING OUT OF THEE WORK P RFORMED BY THE tc���� L S9�1/��y Ak s
I 0
Sly ���� BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. ENGINEER,
CD 0. 44173 rn
Z
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT 829-8 SECOND STREET INC. cr Exp: 6-30-05 a
829-B SECOND STREET * * - -�_ 3
ENCINITAS CA 92024 VI I S��P� DATe U
/ (760) 436-0660 SAgT CBV i\- ��P
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SIGNATURE EXPIRES TWO YEARS FROM DALE SIGNEDI w Z
REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING Data BY BBAMKBY MCK BY
VLS wRM As APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z E
R v' a INVERT ELEVATON OF SEWER MANHOLE NO. 17 LOCATED NEAR THE PLANS PREPARED UNDER SUPERVISION OF sr MINOR GRADING & EROSION
CONTROL PLANS FOR : w °
RECOMMENDED APPROVED O
v CENTERLINE OF OXFORD AVENUE APPROXIMAiELY 250 FEET NORTH OF THE WEEKES TWIN HOMES �
DAiS : -s- as 9170-G
INTERSEC170N WiTH KILKENNY DRIVE BENCHMARK FROM CARDIFF SANITAl10N N/A / r
u - s ' DISTRICT AREA NO. 30 PUBLIC IMPROVEMENT PLANS DATED i-09-57 AS ° ij' � " R.C.E. NO. : 44173 ,l VACANT LAND