2007-366 G (Plans) STORM WATER POLLUTO AM DON NOTES A• GMAL 5. ALL TREES BRUSH, GRA AND OTHER 081CRONABLE MATERIAL SHALL BE COLLECTED
PILED OR OIHERNSE DISPO� OF OFF THE SiTE BY THE CONTRACTOR SO AS TO LEA Wf LEGEND STANDARD SYMBOL
SAN DIEG t#TO WATER DISTRICT NOTES CL7NXY WA&YOUT 1. ALL MW SHALL BE DONE IN ACCORDANCE NTH THfSF PLANS THE STANDARD SPECIFlCAPONS THE AREAS
THAT HA VE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE fREf
FOR PUBLIC KVKS CONSTRUCTION, THE DESIGN CONSTRUCRON STANDARDS OF THE CITY OF fROM UN.96MILY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL
SHALL BE SECURED PROPERTY BOUNDARY -
1. RENEW QU THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO ENCINITAS
AND THE SAN DIEGO AREA REGIONAL STANDARD DRANNGS ANY CHANGES OR REVISIONS FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH -"-"
REPRESENTARON AS 70 THE ACCURACY OF, THE LOCATION OF OR THE EXISTENCE OR CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR SHALL
BE AFNPROVfD BY THE CITY ENGINEER PRIOR >0 ANY REQUEST FOR INSPECTION MATERIAL. EASEMENT LINE
NON-EXISTENCE OIL ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
THIS PROECT RECEIWNG WATER. CONTRACTOR SHALL POST A SAN DE9ONATING THE WASHOUT LOCATION. 2. THE SOULS REPORT 7 2 A PREI4 DENY G WNUEAENCI ITAS, CAL FON
IA, DATED TO HOLIES U LANOSt:APNVG EXISTING CONTOUR
2006, PRE L ADDITION 742 AND TEC DEN1T AW£NUf ENCINITAS, CALIFORNIA, DAZED FEBRUARY 22, 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
NTH PLANS APPROVED
2006 PREPARED BY COAST GEDONE IN AL SHALL BE CONSIDERED O A PART OF AND GRADING
2. ALL EXISTING FACILITIES NHICH MAY AFFECT FlNAL DESIGN, lf., LINE CROSSINGS LINE CGWSiRUCTiDW SIZE ACCESS PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
NTH THE RECO,NMENDAPONS AND BY THE qtr ENGINEER. PLANS SHALL CONFORM TO THE CITY�ENCINITAS GRADING EXISTING ELEVATION
PARALLELING OR PROPOSED CaVNECTION SHALL BE FIELD UIRE:D. ALL EXISTING OR PLAN. ALL GRADING
CONTAINED IN SAID REPORT. ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGAPON STANDARDS
PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE A STABILIZED CONSTRUCTION 97E ACCESS -WALL BE PRO14D7ED FOR VEHICLES EGRESS AND
SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS NEW CONTOUR 134
INGRESS TO PREVENT TRACKING DIRT OFF-iE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3. APPROVAL OF THIS PLAN DOES NOT COISTITUIE APPROVAL Of-ZES LOCATION
AND TYPE� 2. FINl-1 GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR 0
UNLESS GIVEN WRITTEN PERMISSION BY SAN DiEGUITO WATER DISTRICT. GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES OCTOBER 1 OR IMMEDIATELY UPON
COMPLETION OF ANY SLOPES (FADED BEINEEN 134.50
DRAINAGE FAOLIPES NOR QU IMPROVEMENTS NiHIN STREET RIGHT-OF-WA SEPARATE APPROVALS OCTOBER i AND APRIL 15. NEW ELEVAP(NN
3. CONTRACTOR AND OMER ARE RESPONSIBLE 70 RELOCA7E AND/OR ADJUST TO GRADE AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS
CONSiRUCIIaV VEHIGYES GRASS OR ROCK-LINED SWALE
ANY EXISTING WATER FACILITY((FIRE HYDRANT METER,S VALVE$ VALVE BOXES; ETC,) WHICH 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING.
E ��� ��
IS AfTECTED BY THEIR PROECL All AFTECI!`D WATER FACILITIES MUST MEET CURRENT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORA/N SHALL BE DESIGNATED FOR
r
WATER AGENCIES' STANDARDS if FACIURES DO NOT MEET STANDARDS, THEN THEY SHALL CONSiRUCTION VEHHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAURaVS REOUiRED 70 PR07ECT ADJACENT 1. IN CASE EMERGENCY NDRK IS REQUIRED CONTACT JAMIE MOSBERG AT 760-420-2892 DIRECTION OF
FLOW
BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ALL MAJOR REPAIRS SHALL BE MADE OT--517F PROPERTIES DURING GRADING OPERA PONS ANYTHING DAMAGED
OR DESTROYED SHALL BE REPLACED 24 HOURS A DAY. i �J
OR REPAIRED TO CONDITION EXISTING PRIOR 70 GRADING. 2. EQUIPMENT AND NORKERS FOR EMERGENCY *WK SHALL BE MADE AVAILABLE AT ALL CONCRETE
HARDSCAPE PER PLAN
4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER EROSTQN CANTRt7'L TIMES DURING THE RAINY SEASON ALL NECESSARY
MATERIALS SHALL BE STOCKPILED ON MASONRY RETAINING WALL STRED C-1, C-2, C-3, C-4,
SERWCf_S 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS 97E AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY C7 AND C-8
EROSION CONTROL MUST BE PROWDED FOR ALL EROSIVE SURFACES SLOPED SURFACES DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
DEVICES VI CES N RAIN IS IMMINENT.
5 MNIMUM HORIZONTAL SEPARATION 0- 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND ESPECIALLY SHALL BE PROTECTED AGAINST ENGINEER OR A LICENSED LAND SURVEYOR
PRIVATE STORM DRAIN PIPE PVC, SDR-35 -SD-SD-
SAN DIEGO GAS AND ELECTRIC VAULTS EROON BY INSTALLING EROSION RESISTANT SURFACES SUCH AS 3 DEVICES SHOWN ON PLANS WALL NOT BE MOVED (M
MQUIFlED NINQUT ]HE APPROVAL
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER EROSION CONTROL MAT$ ADEQUATE GROUND COVER WEGETATION, 7. THE CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D£W,ES INCLUDING OF THE ENGINEERING INSPECTOR.
AND BONDED FIBER MATRIX. SHORING AND -HALL BE RE93ON98LE FOR CONFO MNG TO ALL LOCAL, STATE AND FEDERAL SAFETY 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL DEWCES TO WORKING ORDER PRIVATE CATCH BASINS BY NDS'
TRAVELED WAYS WATER METERS MUST BE IN FRONT QU THE PARCEL THEY ARE SERVING. AND HEALTH STANDARDS, LAWS AND REGULAPONS TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL
NO EXCAVATI(N AND GRADING ACTIVITIES ARE ALLONED DURING 8 GRADING AND EQUIPMENT OPERATING WINN ONE-HALF (1/2)MILE OF A STRUCTURE FOR HUMAN TRENCH
RESURFACING CITY OF ENCINITAS STANDARD DRAWING
NET HEATHER OCCUPANCY SMALL NOT BE CONDUCTED BETWEEN THE HOU, , 5.•30 P.M. AND 7.•30 A.M. NOR ON 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL MEASURES R MAYBE
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUC71ONN SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. REWIRED N
THE CITY ENGINEER DUE 0 UNCOMPLETED GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE AC PAVEMENT 4" AC/6" CLASS Il BASE
SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND 9 NO GRADING OPERA PONS SHALL COMMENCE UNTIL A PRECRADING MEETING HAS BEEN HELD
ON-71F TEMPORARY lROSON CONTROL MEASURES 6. THE CONTRACTOR SHALL BE RESf'OI-Btf AND -TALL TAKE NECESSARY PRECAUTIONS
NTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR; OWL ENGINEER, SOILS ENGINEER, GRADING 0 PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A
REMOVE EXISTING WEGETARON ONLY NHEN ABSOLUTELY CONTRACTOR AND PERMIT7EE. THE PREGRADE MEETING SHALL BE SCHEDULED NTH THE CITY AT HAZARDOUS CONDITION.
RIP-RAP ENERGY DISSIPA TOR SDRSD D-40, TYPE 2
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 7. ALL EROSON CONiROL
MEASURES PROWLED PER THE APPROVED GRADING PLAN SHALL
REMOVAL O THE NATURAL GROUND COWER. BE INCORPORATED HEREON GRAVEL BAGS CAL TRANS STANDARDS SC-4, SC-8, & 0000000
DO NOT REMOW£ TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSIRUCPCN
SITE SC-10 & DETAILS E' & F'
NTHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 8. GRADED AREAS AROUND iHf PROJECT PERIMETER MUST DRAIN
AWAY FROM THE FADE -
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER -TALL COMPLY NTH ALL CONDITIONS OF
SLOPE AT THE CONCLUSION OF EACH NORK DAY. SILT FENCE CALTRANS STANDARD SC-1 & DETAIL FI' °-
IMMEDIA TEL Y PLANNED FOR EROSION CONTROL PURPOSES ER090N SHALL BE PREVENTED BY AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING
OPERATION.
PLANTING FAST-GROfWNG ANNUAL AND PERENNIAL CRAM TO SHIELD AND BIND THE SOIL. 9. ALL REMOVABLE PRONCRIC DEVICES SHOWN -/ALL BE IN PLACE AT THE
END OF EACH STABILIZED CONSTRUCTION ENTRANCE CAL7RANS STANDARD TC-1
11. UPON FINAL COMPLETION OF THE (WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL WORKING DAY WHEN THE FIVE (5 DAY RAiN PROBABILITY FORECAST
EXCEEDS FORTY & DETAIL 'G'
PLANT PERMANENT WEGETAPON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING GRADING APPROVAL AND/OR FINAL RELEASE O"SECURITY, AN AS-(FADED CERTIFICATION
SHALL BE PERCENT(40X). 9LT AND OTNd DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
ACPWTIES ARE COMPLETE. PROWDED STATING• °THE GRADING UM)ER PERMIT NO. 0366-G HAS BEEN PERFORMED IN SUBSTANTIAL BMP AREA NOT
TO BE MODIFIED WITHOUT THE
CONFORMANCE NTH THE APPROVED GRADING PUN OR AS -HONN ON THE ATTACHED AS-GRADED 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROWDE EFFECPWE
COVERAGE PERMISSION OF THE CITY OF ENCINITAS
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PLAN' THIS STATEMENT WALL BE FOIlOMED BY THE DALE AND SIGNATURE OF THE CIWL ENGINEER OF GRADED
SLOPES ((90X COVERAGE PRIOR TO NOVEMBER 15 THE SLOPES WALL BE
NHO CERTIFIES SUCH GRADING OPERATION STABILIZED NTH PURCHED STRAW INSTALLED IN ACCORDANCE'MOTH SfCRON 35.023 Of THE
AN-SIZE CANSTRUCTIAN MATERIAL SAXAGE ERO901V AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
B. NOTTACAPONS OF COMERVAPON
STARED MATERIALS 91ALL BE CONTAINED IN A SECURE PLACE TO PREWEVT SEEPAGE AND
SPILLAGE CONIRACTOR SHALL STORE THESE PRODUCTS NHERE THEY KL STAY DRY OUT OF 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
3HONN ON THESE m 'S GRIT V 7E ABBREWAPONS-
THE RAIN. CONTRACTOR -TALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED PLANS HERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNONEDGE
ON-SITE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER.• THE CONTRACTOR I, RIHAYA SING HANET A REGISTERED
GEOTECHNiCAL ENGINEER iN THE SM IE OF
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISRNG U77LI PES OR CALIFORNIA PRINCIPALLY DOING BUSNES IN THE FIELD OF APPLIED
SOIL MECHANICS IF = FINISH FLOOR
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT 0111-91E HEREBY CERTIFY THAT A SAMPLING AND STUDY OF PIE SOILS CONOPONS
FREYAL(SJT F
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE AGGREGAiE BASS �iRUCTURES LOCATED AT THE WORK SiF IT IS THE CONTRACTORS RESPONSEILITY TO CONTACT
THE N7MN THIS SiE WAS MADE BY ME OR UNDER MY DIRECTION IN JANUARY, 2006. ON �Qp� ES 10 FG = FINISH GRADE
OLLONNG DINNERS O SAID U77LI71ES OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIRCAPOI AND COMPLETE COPY O THE SOILS REPORT COMPILED FROM THIS
STUDY NTH MY SIN F TW= TOP OF WALL ELEVATION
ETC STOCKPILES 9MLL SE LOCATED AWAY FROM CONCENTRATED STARMWATER FLOWS AND LOCAPAN OF UTILITIES AND NOTIFlCAPON OF COMMENCEMENT OF 10K.• RECOMMENDA
PONS HAS BEEN SUBMITTED TO THE OFFCE OF THE CITY ENGINEER h�Q t2P�P Gy9y �GP TG = TAP QU GRA TE
STORMORAIN INLETS STOCKPILES STALL Bf COWERED OR PROTECTED NTH SOIL STAB'LIZA77ON
MEASURES AND PROWDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT SAN DIEQUITO WATER DISTRICT 8110 227-2600 fUR]HERMQUE I HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THE m IF = INVERT ELEVARON
ALL TIMES RECOMMENDA116NS INCLUDED IN THE SOILS REPORT FOR THIS PROECT HAVE LL 782 m
SAN DIEGO GAS & ELECTRIC 1-800-422-4133 INCORPORATED IN THE GRADING PLANS AND SPEGIRCAPONS r_ Exp. 12-31-a- a
E = FLONUNE
PACIFIC BELL 1-800-422-4133 H.P. = HIGH POINT
IRAMG CABLE TV(DIMENSION CABLE SRWGES) 1-800-422-4133 SIGNED: leiw .ar�.1A�T DATE.3 �F C.O. = CLEANOUT
SEWER - CINITAS SANITARY DISTRICT 760-633-2840 sT r
CONiRACTOIRS'EMPLOYEES RHO PERFORM CONSTRUCTION IN THE CITY QU ENCINITAS -WALL BE RGE N0. 7�Z EXPIRES. /Z-31-07 �' f SD
= STORM DRAIN
TRAINED TO BE FAMNAR NTH THE CITY OF MCI NTAS STORMWATER POLLUTION CONTROL 2. CONTRACTOR -TALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING
ANY
REQUIREMENTS THESE BMP NOTES -HALL BE AVAILABLE TO EVERYONE #IRKING ON WE THE MGRK ON THIS PROJECT PHONE. (760) 633-2770
PROPERTY ONNER S AND 1Hf PRIME C(M 1RACT(IR MUST INFORM SYUBCONIRACTORS ABOUT I, MARK BURG A REGISTERED GEOLOGIST IN THE STATE QU CALIFORNIA
PRINCIPALL Y ONWER.• JAMIE E. NOSBERG
STORMWATER RE EMENTS AND THEIR OW RESPOl981LIRL� 3. THE CONTRACTOR SHALL GIVE 24 HODURS NOTICE AN CALLS FOR INSPECTION. PHONE.• (76I) DOING
BUSINESS IN THE FED OF APPLIED SOIL M£CHANIO�.HEREBY CfRPF? THAT A 744 DEINTT AVENUE
633-2770. ALL MORK PERFORMED NTHOUT BENEFIT O INSPECTION WEL BE SUBECT TO REJECTION SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVA
T NNIN THIS 9/E WAS MADE ENCINITAS, CA 92024
WASTE MANAGEMENT AND REMOVAL BY ME OR UNDER MY DIRECTION IN JANUARY, 2006. ONE COMPLETE COPY O THE SOILS
(,RAW
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING CIF ALL WASTE AND UNUSED C. REPORT COMPILED FROM THIS STUDY NTH MY RECOMMENDATIONS
HAS BEEN SUBMITTED TO
THE OFFICE OF THE CITY FNGINLfR liIRTHERMORE I HAVE RENEWED THE SIZE ADDRESS 742 & 744 DEINTT AVENUE
CANSiRUCPAN MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, PLANS AND CERTIFY THE RECOMMENDAPONS INCIODED IN THE SOILS R
2;a ` ENCINITAS CA 92024
WHERE WATER CAN CARRY POEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOTS ENGINEER
OR UNDER HIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND FICA PONS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS �/ < ` ASSESSOR'S PARCEL NO.:
258-214-15
NO SEEPAGE FROM DUMPS7ERS 91ALL BE DISCHARGED 1N70 AND BACKFILLS AND COMPACTION QU TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND F'�'�'d
eL� DA>F 3�4� ® P� �F�- ``
SIORMWA]ER. BERWS//pDiKES 91ALL Bf fKAGEi! ARQIND DUMPSiERS INLL DETERMINE ONE SYIITADIUTY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS
N0. i109? EXPIRES• S"3/ c $ Q 2109 -A LEW XSW�' LOT 6, BLOCK 'A, STURGES AND RAT70NS SUBON9AV OF THE
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR HE SHALL STATE THAT INSPECRONS AND TESTS NERE MADE BY HIM O UNDER HIS
SIUPERV90N AND EAST BLOCK 7 OF ENCINITAS IN THE CITY O ENCINITAS COUNTY OF SAN DIEGO, STATE
LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WAHOUT LIDS SHALL IHAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONS7RUCTED
IN ACCORDANCE * Exp. 5-31-08 * QU CAUFORNIA, ACCORDING TO MAP THEREOF NO. 33, FILED IN THE OFFICE OF THE
BE PLACED WITHIN STRUCTURES WTH IMPERWOUS ROO7NG OR COVERED NTH TARPS IN ADDER NTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
ARE COAST GEOTECHNICAL CONSUL RNG ENGINEERS AND GEOLOGISTS CERTIFIED COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 19, 1887
70 AVOID RAIN CONTACT NTH ANY TRASH MATERIAL. ACCEPTABLE FAR THEIR INTENDED USE 779 ACADEMY DRIVE, SOLANA BEACH, CA 92075 ENGINEERING
CAUFW#A COORRWA TESL 314-1677
858) 755-8622 GEOLOGISTQ
MANY CONSTRUCTION MATERIALS INCLUDING SOIL WENiS WATER-BASED PAINTS VEHICLE FLUIDS 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROWDE
POSITIVE .0. P-482125 `�,y
BROKEN ASPHALT AND CONCRETE, WOO AND CLEARED WECETAPON CAN BE RECYCLED. DRAINAGE AND PREWfMl PANDING QU WATER. HE SIAU CONTROL SURFACE WATER AND A W01D
!�
NON-RECYCLABLE MATERIALS MUST BE TAKEN 70 AN APPROPRIATE LANDFILL C1R DISPOSED OF DAMAGE TO ADJOINING PROPERP£S CIR TO FINISHED Kw ON THE SITE AND SHALL
TAKE REMEDIAL �CA►3` ��� ��A�
AS HAZARDOUS WASTE. FOR INFORMA7TONN AN DISPOSAL OF HAZARDOUS MATERIAL, CALL THE MEASURES 70 PREVENT EROSVVV O FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT
HAZARDOUS WASTE H07LINE TOLL FREE AT(400) 714-1195. FOR INFORMATION AN LANDFILLS DRAINAGE AND ER090N CONTROL MEASURES HAVE BEEN INSTALLED. 1715
AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANCES TO THESE PLANS
AND TO ORDER DUMPSTERS CALL EDCO AT(760) 436-4151. 3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED UV
IT IS fURiHER AGREED THAT THE DINNER DEVELOPER -WALL HAWS A REGISTERED OWL
POLLUTANTS -WALL BE KEPT OFF EXPOSED SURFACES PLACE 7RASH CANS AND RECYCLING ACCORDANCE NTH STANDARD SPECIFICARONS ALL VEGETABLE MATTER AND O&ECTIONABLE
MATERIAL ENGINLER MAKE SUCH CHANGES ALTERA ONS A4 A PANS TO THESE PLANS NHICH THE CITY
RECEPTACLES AROUND THE SITE SHALL BE REMOVED BY THE CON IRA CTOR fROM THE 9URFAKE UPON WHICH THE FILL IS TO BE ENGINEER DETMAWES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COINI ETICN O
PLACED. LOOSE FILL AND ALLUWAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE IMPROIf MEN iS
PORTABLE TOILETS MUST BE IN GOOD NORKING ORDER AND CHECKED FREQUENTLY FAR LEAKS THE EXPOSED SONS -HALL BE SCARIRED 70 A DEPTH O 6'AND THEN COMPACTED TO
A MINIMUM I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN O NLL BE
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY OF 90 PERCENT. IT STALL BE THE CON IRA CTORS RESPAV-DUTY TO PLACE, SPREAD,
WATER AND OVER ALL GRADING ACTWTY AND ADWSE ON THE COMPACTION AND
FROM STCIRMORAIN INLETS ON PERWOUS SURFACES COMPACT THE FILL iN STRICT ACCORDANCE NTH SPECIFTCAPONS STAiN THE SHE
ALL CONSTRUCTION DEBRIS 91ALL BE KEPT AWAY fROM THE STREET, GUTTER, AND 4. CUT AND FILL SLOPES SHALL BE CHIT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
STORMORAiN. CONTRAC70R MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HALE SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES O EXCAVATIONS AND EMBANKMENTS
SHALL DATE
iRAWffO AWAY FROM CONS iRUCPON 9 T BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENONEER OF MORK AND LEFT IN A NEAT STATEMENT OF ENS OF MW
9OVATURf
AND ORDERLY CONDITION ALL STOVE, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION JAMIE E. SBERG
OR EMBANKMENT SLOPES NHICH ARE LIABLE TO BECOME LOOSENED -TALL BE REMOWfD AND THE UNDER96NED ENGINEER AGREES THAT THE NDRK PERFORMED BY THE
ENGINEER 91ALL
DISPOSED OF. THE TOE AND TOP CIF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE COMPLY NTH THE GENERALL Y ACCEPTED STANDARDS AND PRACTICES
OF THE ENGINEERS O W Nom^
WADING ORDINANCE. TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE NORK PERFORMED PPE
HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULAPONS REQUIRED BY THE
CITY CE ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHEOK OR RENEW PERFORMED
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENRTY FOR THE PLANS EARTTHMW QUANiTTES
DOWTAS _
BOULEVARD PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE
-- TECHNICAL SUFFICIENCY O ADEQUACY OF THE PLANS OR DESGA! AND IT THEREFORE 1. CUT 20 CY
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FAR ME PLANS OR DESIGN OF FILL- 40 CY
IMPROVEMENTS BASED 7HERE0N. THE ENGINEER AGREES TO INDEMNIFY AND HOLD IMPART 20 CY
z HARMLESS THE CITY OF ENCINITAS AND ITS OFf10ERS AGENTS, AND EMPLOYEES FROM
PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED
GRADING IS TO OCCUR IS 15•9X
9ff E 1 F ST. fN��THECO(OMISSIONS AND SCOPPEEOF SUCH ANCENCYAND EMPLOYMENT EAND EMPLOYEES SCOUT O 3. MAXIMUM VERTICAL
DEPTH OF CUT IS 3.3 FEET.
E+ G SL
THE WORK PERFORMED BY THE ENGINEER. MAXIMUM 077CAL DEPTH O FILL IS 25 FEET.
T. y 4. FUME OF CUT 600FT3 = 1.0 FEET AVERAGE DEPTH OF CUT
E. H S
� �B�/ � AREA OF CUT 62072
VOLUME OF FILL yOCFT3 10 FEET AVERAGE DEPTH OF FILL.
VINCENT SAM ATE _
' N SAMPO ENGINEERING, INC. ��F 1034 SECOND ESTREET
NC.
ENCINITAS, CA 92024
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PARKS AND RECREATION DEPARTMENT . PUBLIC WORKS DEPARTMENT (760) 436-0660 ZONING.
DR-11
� � 3 3 a D APPROVED: PER RESOLURON NO. PC 2076-36 Z
VICINITY MAP BY -y' DATE _.�T7
NIS //��/ - Q WNCENT L. SAMPO !OT SIZE 5638 SF Z
�I A3reG�� y 2 _l- L l � ��� 713 D W o n
SIGNATURE DATE LURE DAiS GNATURE DA� 9GNATURE DALE w
Z_
SIGNATURE IXPIRES TWO YEARS FROM DATE SLOPED C7
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING ° S °�'""" "�� APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ui
PLANS PREPARED UNDER SUPERWSION OF GRADING PLAN FOR : O
C CITY OF ENCINITAS WER77CAL CONTROL STATION TIC-32'PONT N0. 1032, 2 DALE RECOMMENDED S APPROVED MOS'BERG CDI UDOMIN/UMS
a °
D 07.2 i- AVCH SAN DIEGO COUNTY ENGINEERING DEPARTMENT BRASS DISC SET IN THE 3 30 d 366-G °
I TS (.�.1.,� •/ TAP O THE EASTERLY CURB OF VULCAN AVENUE 200 FEET NORTH CE E 1"=10' - N