2009-10323 G (Plans) y
STORW WATER POLLUPOV P NWHON NOTES A. GENERAL 5 ALL KRA AND D771ER OLtECTT (&E MATERIAL SMALL BE COLLECTED, L600
SWim S)m
PKED OR 0 7XSPO OF OFF THE SITE 8 THE CONTRACTOR SO AS TO LEAVE
SAN DXEWO WADER 11ISIRICT NOTES CQIYCIPETE WAMT L ALL A(ORC SHALL BE DONE IN ACCORDANCE NTH AESf PLAN THE STANDARD SPEaFICARONS THE AREAS INAT
HAVE BEEN CLEARED NTH A NEAT AND FN(SNED APPEARANCE FREE PROPERTY BOUNDARY --�
FOR PUBLIC WORKS CONSTRUC701i THE DESIGN CONSTRI)CRON s tJARDS OF THE CITY OF FROM UNS/GHIL Y DEBRIS APPROVAL OF LOCATION t-DEBRIS
ALL SHALL BE SECURED
t REVIEW OF INS RAN BY SAN LIE TO WATER DISTRICT DOES NOT OOMIUTE A CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY 222 CONCRETE WASHOUT AREA TO EON%AND THE SAN
DIEGO AREA REGIONAL STANDARD 11R4NNNGS ANY CHANGES OR REVISIONS FRO-THE SOTS ENGIN£Ot AND CITY ENGINEER PR .TO THE DISPOSAL OF ANY SUCH PROPERTY LINE
REPRESENTAION AS TO THE ACCURACY OR THE LOCATOR OF, OR THE EXISTENCE OR CONTAIN WASHOUT WASTE ON SITE. IT IS ILLEGAL TO WASH CNCREIE, SLURRY, MORTAR,
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR Al ANYREOUEST FOR/NSPECTON. MATERIAL -------
NON-USI€NCE OF ANY UNDERGROUND UWTY, PIPE OR STRUCTURE NIHN THE LIMITS OF STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONUANCE SYSTEM OR ANY
THIS PROJECT RECfOHNG WATER, CON794CTOR SHAM POST A SIGN DESIGNATING THE W45HOUT LOCATION. 2 THE SOULS REPORT RILED PR0JNWY GEOTEONNCAL INW577CATTON PROPOSED
SINGLE-FAMILY A LANDISCAMG EASEMENT LINE - - - -
RENDENCE 950 SAXONY ROAD ENONTAS CAUFORNA0 PREPAREU BYCNRSIAN iNEQER L ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NTH PLANS
APPROVED EXISTING CONTOUR
2. ALL E7NSIM FACIUTES WHICH MAY AFFECT FINAL DESIGN LE LINE CROSSINGS LIE D:OINSIRUCAOII 97E A ENGNEERIrGG DATED APRIL 16 20QU SHALL B£CANSTGfREU AS
A PART# THIS GRADING PLAN ALL BY THE CITY EN6YOW.. PLANS SHALL CONFORM 70 THE CITY OF ENCINITAS GRADING
PARALLELINS OR PRCAW CONNECTTAN SIIALL BE RaD V RFlTO ALL EX/S7NG OR GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECAINMENDA77ONS AND SPECIFlCAIONS
ORDNANCE AND ALL ADOPTED LANDSCAPE AND RRGAION STANDARDS EXISTNJG ELEVATION
PROPOSED UTILITY CROSSINGS NRIN 10 FEET OF PROPOSED WATER MAINS SHALL BE WO A STA61UAD CONSTRUCTKN SITE ACCESS SHALL BE PROVIDED FOR W#CtES EWM AND CONTANED IN SAID
REPORT.
ON IMPROVEMENT PLANS ELECTRICAL AND&W 10 OR055 UNDER WATER MAINS UNLESS INGRESS TO PREVENT 7RAMO DIRT OFF 97L THIS SHALL INCLUDE USING MATERIAL SUCH AS 2
fTNSIH ORAINNG AND PLANTING SHALL BE ACCOIPLISIHED ON ALL SLOPES PRIOR 70 NEW!CONTOUR 1121--
GAN NN)TEN PERMISSION BY SAN DE070 WATER DISTRICT. ORAE AND OR CORRUGATED STEEL PANELS DATES 3. APPROVAL OF THIS PLAN DOES NOT R 1S WIRY ST R ET OF-OF-
4YS ST AND ]APE OF OCTOBER 1 OR/MMED(ATaY UPON C0Mff TTCN OF ANY SLOPES GRADED BETWEEN
DRAINAGE FACLII£SNSOOR OF(MPROV£MEN15 NHlN STREET RIGHT--Of-WAYS SEPARATE APPROVALS OCTOBER 1 AND APRIL 15. 112.50
1 CONTRACTOR AND OTHER ARE RESPON9RE TO RELOCATE AND/OR AORUST TO GRADE ANY CONSIRUCRON IEtau AND PERMITS FOR WALL BE REQUIRED IN CON,AUNCTION 011H NPROVEMENT
PLANS NEW ELEVATION
DOS WV WRIER FACIA f7RE HYDRANT ME7ERUVALVES; VAtVE 802iETCl INL/GYf IS E EROSION (�Y111RQE
AFFECTED BY flM CT. ALL AFFE TED WA FACIUTKS MUST CU RENT WATER 4. BRITIEN PDWS90N SHALL BE OBTAINED FOR ANY OfF-SHE GRADING DAYLIGH
T LINE
-u-u- - -
AGENCIES'STANDARDS COMMITTEE(NSC) STANDARDS IF FACIIIES DO NOT MEET STAN ARM A CONSTRUCTION AREA AWAY FROM G,TIERS AND E UEMDRAN SHALL IN DESIGNATED FOR t
N CASE EMERGENCY MW IS R€QYIII RED, CONTACT STAN GAINER AT(760)586-0001
THEN THEY SHALL BE UPGRADED 70 CURRENT STANDARDS AT THE OWNER'S EXPENSE CONSTRUCTION VENK,YES PARK/NE; VEHICLE!REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. 5 CONTRACTOR
SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED lO PROTECT ADJACENT GIRA55 LINED SWALf
ALL MAJOR REPAIRS SHALL BE MADE OfF-SITE PROPERTIES DURING GRADING OPMATIONS ANYMMG DAMAGED OR DESTROYED WU BE R81AOED 2 EQUIPMENT AND
MWERS FOR EMETMCY WINK SHALL BE MADE AVAILABLE AT ALL
4. U1IUIES TO MAINTAIN 6NNMIMI 5-FOOT SEPARAIlON WHEN PARALLELING WATER SERV1KfS OR REPAIRED TO CONORON EXISTING PRIOR TO GRADING TTUES DURING
ME RAINY SEASON ALL NECESSARY MATRRIALS SHALL BE STOCKPILED ON DIRECTION OF fLOW
EROSIOIN COWROL SINE AT CONVENIENT LOCATIONS TO MaUFAIE RAPID CONSTRUCTION OF TEMPORARY
5 MINIMUM HORIZONTAL STARA,DON OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND 6 THE DEVELOPER SHAM BE RESPONSIBLE NA ANY MONUMENT OR BENCHMARK NIN(.Yl
IS DEWC€S WHEN RAIN IS IMMINENT.
SAN DIEGO GAS AND ELECTRIC VAULTS EROSION CONNa MUST BE PROMED FOR ALL EROSIVE SURFACES SLOPED SURFACES DISTURBED OR DESTROYED) SHALL BE RE-ESTABLISHED AND
REPLACE BY A REGIS190 CIVIL 3' TFNCK (RAVEL DRIVEWAY �PLAN
ESPECIALLY SHALL BE PROTECTED AGAINST ENGINEER OR A LICENSED LAND SURVEYOR. 3 DEVICES SHOWN ON PLANS S Ml NOT BE MOVED OR MODIFIED
NNOUT THE APPROVAL
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED EROSION BY INSTALUNC EROSION RESISTANT SURFACES SUCH AS OF
THE ENGNEDING INSPECTOR.
EROSION CAVIRO MAT$, ADEQUATE MOUND COVER VEGETATION, 7. HE CONTRACTOR SHALL DESIGN CONSTRUCT AND MANTAN ALL SAFETY DEN= IILCKXNG AC
PAVEMENT DRIVEWAY PER PLAN
WAYS WATER METERS MUST B£N}TONS OF TIE PARCEL JFEY ARE SERVING AND BONDED Fl89 MA TR/X SHORINQ AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SM
TE AND FEDERAL SAFELY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEY/CES TO WORKING ORDER
7. WATER MANS LATERALS AND APIIIRIENC£S SHALL CANSTRUCIED ACLYRD/NG TO AND HEALTH STANDARD$ LAOS AND REGCKATONS 10 HE SAISFACTON OF N€CITY
ENNGINEER AFTER EACH RUN-OFF PRODUCMG RAINFALL
STANDARD SPECIRCATIONS OF THE CURRENT WATER AGENCIES'STANDARDS WWTTEE(WASC). NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING PCC
PAVEMENT PER PUN
NET KEATHEA. 8. GRADING AND EQUIPMENT OPERATING WHIN ONE-HW)MILE OF A STRUCTURE FOR HUMAN 5 IF!£f�BY TH EAR SHALL INSTALL D E 70 ,NCO
PLETE N CONTROL MEASURES AS MAY BE
OCCUPANCY SHALL NOT BE CONDUCTED BEINEFN THE 1 t 5:30 AM, ARID 7.•30 AM. NOR ON T TIRED BY ME CITY EHCYNEER DUE IO UNCOMPLETED
GRADING OPERATION QU
LEUCAaA WASTEWATER DISTRICT DIVERSION DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND THE CONSTRUCTION SATURDAY$ SUNDAYS AND CITY RECOGMZED HOLIDAYS
/RESEEIN CIRCl/MSTANCES INNtYI MAY ARISE ENIP AREA-NOT C f OM THE
SITE. CONTRACTOR SHALL PROTECT CHAWfLS AGAINST EROSION USING PERMANENT AND 6. Tflf CONTRACTOR SHALL BE RESPONSIVE AND SHALL TAKE NECESSARY
PRECAU71ONS NTHOIT PERMISSION FROM THE CITY
1. LND APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE ENGINEER OR TOR TEMPORARY EROSION CONTROL MEASURES 9. NO GRADING OPERATIONS SHALL COMMENCE
UNTIL A PREGRADING MEETING HAS BEEN HELD 04SIIE TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A CONCRETE MASONRY IRETAN6NG WALL SDRSD C-1, C-T, G-8
OR CONTRACTOR fROM RESY'ONSIOMITY FOR THE CORlMC7/ON OF ERRORS AND OMISSIONS DISCO NTH THE FOLLOIWNG PEOPLE PRESENT: CITY INSPECTORS CIVIL EN9/NEER,,
SOILS ENUNDR, CRADNG HAZARDOUS COMXTION
DURING OR AFTER CONSTRUCTION. REMOVE EXISTING VEGETATION ONLY NHEN ABSOLUTELY CONTRACTOR AND PERMITIEE- THE PREGRADE MEETING SHALL BE SCHEDULED
NTH THE CITY AT -
S0-6D-NECESSARY LARDY-PROECIS SHALL BE CONDUCTED IN PHASES 70 AVUXD UNNECESSARY LEAST 48 HOURS IN ADVANCE BY CALLING(760) 633-2770. 7. ALL EROSION
OONTROL MEASURES PROl4Dm PER THE APPROVED GRADING PLAN SHALL PRIVATE STORM DRAW PIPE SORSO 0-601 PVC SOR-35 MIN
2 ALL DESM, MATERIALS AND CONST um NRK SHALL CONFORM TO TIE L&mdo Nlastewnter REMOVAL OF THE NATURAL GROUND COVER BE INCORPORATED HEREON,
-SD--M-SD-
District LWD SLIER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIECATONS FOR DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY' THEY HELP DECREASE EROSOY 10.
PRIOR TO HAULING DIRT OR CONSINW710N MATERIALS 70 ANY PROPOSED CONSIAWTUN 577E PRIVATE CATCH BASIN BY WDS'
C NnRKS CGNSTRUCION GREEN AND TIER N710 TINS PROECT THE ORV$M SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 6 GRADED AREAS AROUND
THE PROECT PERIMETER MUST DRAIN AWAY FROM THE FACE
QUPREVI I ItYlIl PSVTHE t Vt U/ NE L K STANDARD) V1 NG� MOST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT LIVONEER FOR THE
PROPOSED HAUL ROUTE THE OEVROPER SHALL COMPLY NTH ALL CONDITIONS �SLOPE AT THE IONCLUS7l7N OF EACH iW1RK DAY. GRAVEL BAGS CASQA STANDARDS SE-4, SE-8s & mc000a
F� IMMEDTAI&Y PLANNED FOR EROSION CXN7M PURPOSES EROSION 91ALL BE PREVENTED BY AND REQUIREMENTS 7HE CITY OMN£ER MAY/ART NTH REGARDS TO V E HAULING
OPERATKW. 9- ALL REMOVABLE•PR07EC17W DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH SE-10 & DETAILS E & H
3. OSHA SAFETY ORDERS AND OSHA CONFlNED SPACE ENTRY REQUIREMENTS SHALL BE FOLONED AT PLANING FAST GRONNG ANNUAL AND PERENNIAL CRAM 70 SHIELD AND BIND THE SOIL
WORKING PAY NIEN THE FlVE 5 DAY RAN PROBABILITY FORECAST IXCfEDS FORTY 11. UPON FNAL COMPLETION OF THE W17rIC UNDER THE GWING PERMIT BUT PRIOR 10 FINAL SILT
FENCE CASQA STANDARD SE-1 & DETAIL 'G'
ALL 1LMES NTHOil£XLEPION PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADNG GRADING APPROVAL AND/OR ANAL REIEAS£OF SECURITY, AN AS-GRADED
IERWIC4I0N SHALL BE P0?CENT(40R). SILT AND 0 7HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2 & 3 DOCUMENTS ON THE ACIWTES ARE COMPLETE PROVIDED STATING• 'THE CYRADING UNDER PERMIT N0.
10323-G HAS ETEEN PERFORMED N 10 SHOULD LUMINARIN OF HYDROSEEDED SLOPES FAIL TO PROVIDE ETFECRW COVERAGE STABILIZED CONSTRUCTION ENTRANCE CASQA STANDARD TC-1
JOBSITF AT ALL TIDIES STUBSTANIAL COMFaVANCE NH IE APPROVED GRADNG PLAN OR AS 91OWN ON HE AIT400 OF GRADED SLOPES //9OX COVERAGE) PRIOR
TO NOVEMBER 15 THE SLOPES SHALL BE & DETAIL 'F"
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AS-GRADED PLAN' THIS STATEMENT SHALL BE FOLLONED BY THE DATE AND SIGNATURE OF THE CIWL STABILIZED
NTH PUIRCHED STRAW INSTALLED IN ACCORDANCE'NTH SECTION 3502)O- THE A wAT1D/N &
FINAL CONTRACTOR
COT RAACTO SHALL GUARANTEE ALL RE?A PERIOD OF�A BAY PROLE DDAT E E OIY-SITE CONSIRUCIIAN A(A)ER/AL STORAGE ENGINEER #110 691RES SUCH GRADING OPERATOR,
���ANAT M MERIT CON Ma HANDBOOK OF NE STALE OF CALIFORNIA DEPARTMENT
IN NORKMANSfIIP AND/OR MATERIALS NIHN THE ONE YEAR PERIOD NHOIT EXPENSE WHATSOEVER B. NOTWICATDONS 1W= RIP OR WALL
TO LID. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND �S EN 5 C&7lfTCATE t fG = FlMSII
GRADE
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUC73 NHERE THEY NIL STAY DRY OUT Of L THE EXISTENCE AND LOCATION OF UNDERGROUND U1Kl1Y PIPES AND S7)IICNRES
SHOWN ON THESE TG = TOP O•DRAT£
6 ALL CHANGES SHALL BE TIED ON THE NOW MANS FOR REWEW AND APPROVAL BY 71HE THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY C VIAINOEVT FOR ALL Ma STORED PLANS
NERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE IYI H. STAN REGISTERED GEOIECNNICAL ETNGINEER IN THE STATE HP = HIGH POINT
LRD DVSNCT ENGINEER PRIOR TO CONSTRUCTION. ON-SI7L. IMRF ARE NO EXISING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOT -U- THE CONTRACTOR
ORN/A PRINCIPALLY I]ONG BUSINESS IN THE RaD OF APPLIED SOIL ME FZ = FLORAE
IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES 70 PROTECTANY DOS71NG Ul/t/IES OR (L`R17FY THAT A SAMPLING AND SMOY Or THE SOILS
A T CO = lLEANOUT
7. PRIOR 70 CONSTRUCDON, THE CONTRACTOR SHALL SUBMIT 910P DRANNGS REPRESENTING ALL ELIMINATE OR REDUCE POLLUTION OF S70RMWATER FROM STOCKPILES KEPT ON-91E. STRUCTURES
LOCATED AT THE WORK SITE IT 15 ME COU RACTORS RESPONSIBILITY TO cavzACT THE NTHIN SITE WAS MADE BY ME OR UNDER MY DIRECTION ONE COMPLETE LF= LINEAR FEET
MATERIALS AND SUPPLIES SAI.FACTORY TO LID. MK SHALL NOT COMMENCE UNTIL SUCH STOCKPILES MAY INCLUDE SOL, PARING MATERIALS, ASPHALT 0000&, AGGREGATE BASE; FOLLONNG OWNERS
OF SAID UIUIES OR STRUCTURES PRIOR 70 ANY EXCAVATION, IfRWCARON AND COPY OF S REPORT COMPILED FROM THIS STUDY RECOMMENDATIONS HAS
MATERIALS ARE APPROVED BY LND ETC STOCKPILES SHALL BE LOCATED AWAY fROM CONCENTRATED STORNWA TER FLOAS AND LOCATION OF UIXIMS AND WARM YON Of CO&WEYCEMENT
OF IRK.• BEEN SUBMI TO THE OfFlCE OF THE CITY fNG INERMORE, I HAVE RE100 EARTHKV RK.•
STORMORAIN INLETS STOCKPILES STALL BE COVERED OR PROTECTED NTH SOL STABILIZATION NESS GRADING S AND CERIFY THE REC 161 OlS
INCLUDED IN THE SOILS
6 PRIOR TO BEGNNNG SEWER GDR!( THE LAD INSPfC}IR SHALL BE FURNISHED THREE Sf75 OF CUT MEASURES'AND PROVIDED NTH A TEMPORARY•SEDIMENT BARRIER AROUND ME PEWMETER AT SAN
OEGYIITO WATER DISTRICT 760-633-2650 REPORT FOR INS T HA W BEEN IN TED IN NE(RADING PLANS AND CUT- 450 CY MAX CUT' 4'
SHEETS AND SHALL COMPLY NTH LID STANDARD SPEC SURVEY REQUIREMENTS ALL IVIES SAN DIEGO GAS&ELECTRIC 1-800-422-4133 SOECIFlCAIONS
FILL- 380 CY MAX FlLL• 3
9, PRIOR Rl BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LND PERMIT FOR CONSTRUCTION TRAINING PA LE BELL 1-80V CABLE SIGNED
� E a t ebl pxj EXPORT- 70 CY
CABLE 1V((DIMENSIOW CABLE SERWCES 1-B00-422-4133
AND SHALL PROVIDE A NMI" OF 48 HOURS NOTICE 70 LNI PRIOR 70 MVSNY06N ����,p�� SEVER - dTY OF ENCNIMS 760-632770 RGE NO.: cc ��3 r.
DINNER
1D. NO WGR/K SHHALL BE OOMMENGID UNTIL ALL PER6NIS HAVE BEEN OBTAINED FROM 7FK CON7RAC70R5'EMPLOYEES W0 PCPPlWIM CONSTRUCTION IN THE CITY OF ENONTAS SHALL BE
� �° t A :d , STANLf! GAINER AND MARY GAfNER
10. NO CITY BE AND/OR OTHER APPROPRIATE AGENCIES TRAINED 70 BE FAMILIAR NTH THE CITY OF ENCNUTAS SRRMWATER POLLUTION CIVIROt 2. CONTRACTOR SHALL NOTIFY
THE CITY ENGINEERS OFFlCE 46 HOURS PRIOR 70 BEGYNNNG ANY OF.. DATE � e , 950 SAXONY ROAD
REQUIREMENTS NESS LIMP N07ES SIHALL BE AVAILABLE 70 ElERYONE NBRKING ON SITE THE MARK ON THIS PRO ECT. PHONE (760) 633-2770 QROFESS/pA
` ENCINITA$ CA 92024
11. CONTRACTOR SHALL COMM 10 LABOR CCPR BECTON 6705 BY SUBMITTING A DETAIL RAN R1 PROPERTY OWNER(S)) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT 4(BSI
EE NEERNG �e Q s w.cy9�s Fyn 1 ._ 1Ye.C s2282 p
STORMWATER REQR/IRJ907S AND 7HOff OW RESPONSIDIUIES J. THE CONTRACTOR 91ALL GIVE 24 HOWS VOICE ON CALLS FOR INSPECTOR. PHONE 760 I?
2 : 113011(` z LEN DEMWPW.
THE DISTRICT ENGINEER SHORING HE DESIGN OF SHORING, BRACING; SLOPING; OR O7ER PROWSIONS f L1 /EGO CA 92111 cr 'v m
RD OR MADE FOR PROTECTION OF WORKERS ETON THE HAZARD OF CAVING GROUND DYRM/G TRENCH 63.7-2770- ALL NBRK PERFORMED WITHOUT BENEFlT OF INSPECTION KL BE SUBJECT
TO R ION 96-9760 w v No. 215 z --�° A PORTION OF LOTS 1, 111 AND 15 OF NLLSIDE ACS N ME CITY OF£N,�NITA$ COUNTY OF SAN DIEGO,
WASTE MANAGEMENT AND REMOVAL Exp.9• -11 STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1992 FIED IN HE GMCE
OF THE CQUNTY RECORDER
EXCAVATION AND PIPE NSTALLA71ON )HEREIN THIS PLAN MUST BE PREPARED FOR ALL IRE7VC(ES es
RW FEET OR MORE IN DEPTH IF THE PLAN VARIES FROM THE SIlORING SYSTEM STANDARDS �� O SAN DIEGO COUNTY JANUARY 25, 1927,
TOGETHER NINA fORTlON OF SAXONY ROAD VACATED AND CLOSED
ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TILE 8 CALIFORNA ADAMISTRATVf GYA7E, THE CONIRAC70R SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
C GRAMG Fo�fo��> �P TO PUBLIC USE, ALL MORE PARTICULARLY DESCRIBED IN CERIFlCAT OF COMPLIANCE RECORDED MAY 24 2004
EER CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON Mf OROIND, AS DOCUMENT 2004-0464006, OF O.R.
PLAN SHALL BE PREPARED BY A REGISTERED ENGN A Of OF THE O5H4 EXCAVA7ON PERMIT Fo
MUST BE SUBVBTTED TO THE LOD (NSPEC70R PRIOR TD EXCAVA77OV. MERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. t ALL GRADING SHALL
BE INSPECTED AND TESTED BY A QUAUF7ED SOILS ENO OR CINDER/NS EXCEPTING IHE10WOM AN DUSTING IRREVOCABLE OFER TO DEOCAIE REAL PROPERTY FOR PUBLIC
DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS RIGHT-OF-WAY 70 THE CITY OF EHCNITAS
RECORDED MAY 20, 2004 AS DOCUMENT NUMBER 2004-0464007,
12 ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES CONTRACTOR NO SEEPAGE FROM DUMPS7ERS SHALL BE DISCHARGED INTO AND BACKFILLS AND COMPACTION
OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQURED AND
SHALL DEWAIER AND MAINTAIN DEWAIERING COVTINUQUSLY UNTIL Hf NARK IS COMPLETED INCLUDING STORMWA7fR BERMS TIKES SHALL BE PLACED AROUND DUMPSIERS NLL DETERMINE
THE SUITABILITY OF ANY RLL MATERIAL UPON COMPLETION OF GRADING ORERAIONS i O OFFICIAL RECORDS
PLACEMENT AND COMPACTION OF BACiIFILL MATERIALS IN A DRY STATE. AIL PIPE ZONE MATERIAL TO DIVERT THE NAI A S70RM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR
HE SHAD STATE NA T INSPECIONS AND TESTS HERE MADE BY NM OR UNDER HIS SUP£RWSION AND TINE(J�1�fXL5IG�� tJ tGTL• AGtL�TNA� £cJd�tk OED �/ONE
LOCATED IN NET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED N CEOTEXTLE LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL NYE DUMPSTERS NTHOUT LIDS SHALL
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA7ONS HERE CONSIRUCIED IN ACCORDANCE pi(All•41Aw � wl •rHc6&19 " f hesp w own4awIt SSESSOR'S PARM NO.: 254-362-79, 76
MATERIAL SUITABLE GEOTEXILE MATERIAL SHALL BE SUBM(TIED 70 THE DISTRICT ENGINEER FOR BE PLACED NINN SNUCIURfS NTH IMPERVIOUS ROOTING OR COVERED NTH TARPS IN ORDER
NTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVAIONS ARE w aF T1'(E G( }elf T Oit. Ff.5510�, 04 L's�•
REWEW AND APPROVAL CONTRACTOR SHALL OBTAIN DEWAIERWIG PERMITS AS NECESSARY AND TO AVOID RAIN CONTACT NM ANY TRASH MATERIAL ACCEPTABLE FOR 7HBR INTENDED USE.
f� ,rfl��r E Wd(l MO Nate`st y04 1 sj j cgJj a lE
RETURN O GROINDWATER TO THE SEVER SHALL NOT BE AtLO1ED. MANY CONSTRUCTION MATERIALS INCLUDING SOLaTS, WATER-BALD PAINTS, VEHKYE FLUIDS 2 ME CONTRACTOR STIALL
PROPERLY GRADE ALL EXCAVA70 SURFACES 70 PROVIDE P0971VE W ur+FO��•� � Ti I� �ULr;S d f�E I,�Ytlodl Qul{tom^'
l t THE EXISTENCE AND LOCATION OR UNDERGROUND UILIIES SIlONN ON THESE PLANS WAS BROKEN ASPHALT AND CONCRE-IE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED DRAINAGE
AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WA7ER AND AVOID Cr.ITl OF �r'4 j%. THE 6,14m• A�TZE�S Ar/�+I TC/kl '�( G2 I IS AGREED THAT FIELD
CONDITIONS MAY REQUIRE CHANGES 70 THESE PLANS
OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER 70 IMF BEST OF THE PRIVATE NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANOF7LL OR DISPOSED
OF DAMAGE 70 ADJONNG PROPERTIES OR TO RNISHO WORK ON 71E SITE AND SHALL TAKE REMEDIAL I e PAMRR+'+IEn � C 1T--/ 0 /AI IT �I l IS FURTHER AGREED MAT ME OWNER
0£VECO'ER SHALL HAVE A REGISTERED CIWL ENGINEER MAKE SUCH
ENGINEERS KNONIEOGE MERE ARE NO fXISRNG URUTIES EXCEPT NOSE SHOW ON 1}/ESE PLANS AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL O HAZARDOUS MATERIAL, CALL THf MEASURES
]O PREVENT EROSION OF fRESIlLY GRADED AREAS UNRL SUCH TIME AS PERMANENT �(§(�I C �4rt R E�%�GTC.
ATJfNIOR IS COILED IO THE POSSIBLE EXISTENCE Of OTHER UIUIES OR STRUCTURES NOT SHOWN, HAZARDOUS WASTE H07LINE TOLL fREE AT(800) 714-1195 FOR INFCMAPON ON LANOIlLS
DRANAGE AND ER05YON CONTROL MEASURES HAVE BEEN INSTALLED ANGES AUERARON$ OR ADDITIONS TO THESE WHICH THE CITY ENGINEER DE]ERM/NES ARE
OR IN A OIffERENT LOCATION FROM THAT SHOWN ON THE PLANS THE CONTRACTOR SHALL TAKE DUE AND TO ORDER DUMPST96 CALL EDCO AT(760) 436-4151. IS
µo 114 TI NI/{A�f� E F 7NE CESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION O Nf IMPROVEMENTS
Heil vet 02 Qu P , TI1� � W if
PRECAUTIONARY MEASURES TO PROTECT THE UILIIES SHOWN ON THE PLANS AND OTHER EXISTING 3. ALL AREAS Rl BE FILLED SHALL BE PREPARED TO BE FlLLED AND FILL SHALL
BE PLACED IN ° 6 � HEREBY CfRIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR RILL BE RETAINED 70
FACIUIES OR STRUCTURES NOT SHON11! POLLUTANTS SHALL BE KEPT OF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING ACCORDANCE NTH STANDARD Y THE NIRAC70RONS
ALL VEURA CE MATTER AND OBJF ILL IS 7LE MATERIAL (Y '(f(�YI (i�5 /�lsl Tl EUgV E -T}I 6aC.1 0�����,{f� p�,WC OVER AIL GR LNG REGISTERED AND ANGIN ON ME COMPACT
AND STABILITY O ME SHOE
RECEPTACLES AROUND ME SI]E SHALL BE REMOVED BY THE CONIRAC7OR ETON ME SURFACE UPON AFIICI Hf FlLL IS lO BE TI V• s QTL �1E5t6�
0 IrAYlZQtA;PA�TT 7 rl b �
14. APPROVAL OF THUS PLAN BY LAD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY PLACED. LOOSE ILLL AND ALLUKAL SCA SOILS SHALL BE REMOVED TO SUITABLE
FIRM ED TO GROUND. F -
OF THE LOCATION OF, OR THE ENSIENCE OR NON-DUSTENCE OF, ANY UNDERGROUND UIUTY, PIPE, PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS
THE EXPOSED SOILS SHALL BE SCARIFlED TO A DEPTH OF 6 AND MEN COMPACTED TO A MINIMUM NIpEMrI1( }IOLp HA4tH(( S C I r Q DATE �1
OR STRUCTURE NTHN THE LIM17S OF THIS PROJECT CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY OF 90 PERCENT. IT SHAD BE THE
CONTRACTORS RESPONSIBILITY TO PLACE SPREAD, WATER AND I�•1CI.1 # !T 5 D�( ItiS r A GE.1T3 Fl"I lx-a S "l 1 T Y D q
fROM S70RMDRAIN INLETS ON PERVIOUS SURFACES. COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECFlCATIONS 'p/I'M �Orz- 'f"U-1 (AT%)(t4 ATt
I S I N G 4 0 f �(�0'A T�l MARY H DAIS I
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERWCE ALERTI800) 422-4133, AS REQUIRED BY ,l E(e�&VArr AC'JS� ECG r 0 &-At-5 51CA S
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STATE LAIR ALL UIUTY CROSSINGS,MALL BE POHOLED PR! 70 IRENCHNG. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
GUTTER AND 4. CUT AND RLL SLOPES 91ALL BE CUT AND NNMED 70 fNISI/ GRADE TO PRODUCE SMOOTH `]` ®1Ce GT 17HIA C pJVIL S�!L________
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STORMDRAIN. CONTRACTOR MUST ROUTNELY CHECK AND CLEAN UP MATERIAL NAT MAY HAVE SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
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16. JOB ANXING O CONCRETE IS NOT ALLOWED NTHOUT 9CEPIOU. CONCRETE 7ES77NG BY LAD RILL AVELED AWAY FROM CONSIRIUC 7E BE SHAPED, PLANTED AND TRIMMED AS
DIRECTED BY THE ENGINEER OF IRK AND LEFT IN A NEAT 9Uj7E 01; SV R • I API, 264 362-65
BEAT CONTRACTOR'S EXPENSE AND ORDERLY CONDITION. ALL STONE R007S AND OTHER WASTE MATTER EXPOSED OR EXCAVATION .�•(� WO (t�` O� �
OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND Ess1 N N 895430' W 170.00' 10.00'
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SOILS E N G l H EER OF R�CORD DISPOSED OF. THE 70E AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE -�-f 0 Q�oFS
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.y P;o.C 62 THE UNDERSIGNED ENGINEER AGREES NAT THE WORK PERFORMED BY THE ENGINEER SH � PRECISE