2006-9561 G (Plans) i
LEGEND STANDARD SYMBOL
STORM HATER PGVl PREI�FIVnaV Noss A. Gr<IVERAL 5. ALL TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECiED,
LaVCREiE WASIIDUT PILO OR OTflER1NSE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE PROPERTY BOUNDARY
SAN DIEGUITO WAFER D /S - - - - - --
IR /CT NOTES 1. ALL #VRK SHALL BE DONE IN ACCORDANCE W III iESE PLANS THE STANDARD ffaRCAiiONS THE AREAS RIAT HAVE BEEN CLEARED N 7H A NEAT
AND FINISHED APPEARANCE FREE
FAR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSiRUCRON STANDARDS OF THE CITY OF FROM UNYCHILY DEBRIS APPROVAL OF LOCATION OF DEBRIS FlLL
SHALL BE SECURED EASEMENT LINE
L REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUAiELY SIZED CONCRETE WASHOUT AREA TO ENCINITAS
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REYl51OINS FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH - -
- - - - -
REPRESENTARON AS 10 THE ACCURACY OF IRE LOCATION OF, OR THE EXISTENCE OR CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY MORTAR, THEREFROM
VALL BE APPROVED BY 7HE CITY ENGNEER PRIOR TO ANY REQUEST FOR INSPECBOIL MATERIAL EXISTING CONTOUR 134
NON - EXISTENCE OF, ANY UNDERGROUND U�IUTY, PIPE OR STRUCTURE WITHIN THE UMI7S OF STUCCO, PLASTER AND 771E LIKE INTO THE S7ORMW4MR CONVEYANCE SYSTEM 6R ANY
IRIS PROJECT. REM= WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2 THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHN/CAL INVESTIGATION
PROPOSED MEDICAL OFFICES A LANDSCAPING EXISTING ELEVATION X 134.1, (134.1)
303 SANTA fE DRIVE ENCINITAS, CALIFORNIA, DATED OCTOBER 17, 2006, PREPARED BY COAST
2. ALL EXISTING FAaYll WHICH MAY AfFECT RNAL DESIGN l.E. LINE CROSSINGS, LINE CL7NSTRUCnON SIZE ACCESS GEOiECHNICq INC 21ALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL i. ALL 20PES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
PARALLELING, OR PROPOSED CONNECTION SHALL BE FlELD Wfilhb. ALL EXISTNG OR BE DONE IN ACCORDANCE WIN THE RECOMMENDATIONS AND SPECiTICAPONS CONTAINED
IN SAID BY THE CITY ENGINEER PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING NEW CONTOUR 134
PROPOSED U17UiY CROSSINGS N IHN 10 FEET OF PROPOSED WATER MAINS SHALL BE REPORT. ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
NEW ELEVAiiDN 134.50
INGRESS TO PREVENT iRACXING DIRT Off 511E. THIS SHALL INCLUDE USING MATERIAL SUCH AS AND /OR CORRUGATED STEEL PAN 2. FlNISI! GRADING
AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIECU170 WATER DISTRICT. GRAVEL ELS LASES. 3. APPROVAL Of THIS PLAN DOES IMPROVEMENTS CONSTITUTE APPROVAL Of
SIZES LOCATION AND TAPE OF COMPLETION OF ANY SLOPES GRADED BEiHEEN GRASS OR ROCK -LINED SWALE
�' DRAINAGE FACIUTIE NOR Of IMPROVEMENI5 WITHIN STREET RIGHT- OF -WA SEPARATE APPROVALS OCTOBER i OR IMMEDIATELY UPON COL
AND PERMITS FOR ESE SHALL BE REQUIRED IN CON.lNC7ICNV WITH IMPROVEMENT PLANS OCTOBER i AND APRIL 15
J. CONTRACTOR AND OVER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST 70 GRADE CgNS1RUCnAN bE}/ /(XES DIREC110N OF FLOW
ANY EXISTING WATER FACILITY (FIRE HYDRANT METERS VALVES, VALVE BOXES ETC. WHICH E ER09'L7N COl lX
r
IS AFFECTED BY THEIR PROJECT ALL Af7ECib WATER FACILITIES MUST MEET CURRENT 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -Sl1E GRADING
A SPECIFIC AREA AWAY FROM GUTTERS AND S111RMDRAIN SHALL BE DES7GNA)ED FOR CONCRETE HOROSCOPE PER PLAN
I
WATER AGENCIES' STANDARDS. If FACIURES DO NOT MEET STANDARDS, 7HEN THEY SHALL CONSTRUCTION VEHICLES PARKING VEHICLE RETUELINC� AND ROUTINE EQUIPMENT MAINTENANCE.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PR07ECT ADJACENT I. IN CASE EMERGENCY WORK /S REQUIRED, CONTACT GL GALLOWAY AT 858- 452 -0306 24
BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ALL MAJOR REPAIRS SHALL BE WADE OFF-577E. PROPERRES DURING GRADING OPERATIONS ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED HOURS A DAY. O
OR REPAIRED 70 CONDITION IXISTING PRIOR TO GRADING. 2 EQUIPMENT AND WORKERS FOR EMERGENCY VRK SHALL BE MADE AVAILABLE AT ALL
MASONRY RETAINING WALL SDRSD C- 1, C -7, C -8
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WA MR �Q$I(,y�► CON7RQL TIMES DURING THE RAINY SEASON OCTOBER 1 TO
APRIL 15)). ALL NECESSARY MATERIALS
SERVICES 6. THE DEVEZOPER SHALL Bf RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS SHALL BE STOD(PILED ON _511F OCTOBER 1 AT CONVENIENT
LOCATIONS TO FACILITATE MASONRY FENCE COUNTY OF SAN DIEGO BULLETIN 223
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES DIS71IRBED OR DESTROYED SHALL BE RE- ESTABUSIIED AND REPLACED BY A REGISTERED CIVIL
RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
5 MINIMUM HORIZONTAL SEPARATION OF 10 fEET REQUIRED BETWEEN FRE HYDRANTS AND ESPECIALLY SHALL BE PROTECTED AGAINST ENGINEER OR A LICENSED LAND SURVEYOR.
SAN DIEGO GAS AND ELECTRIC VAULTS EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED
OR MODIFIED WITHOUT THE APPROVAL BUILDING WALL PER ARCH17ECT
EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING Of
THE ENGINEERING INSPECTOR.
6 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRlVfWAYS AND ALL OTHER ATRER AND BONDED FEE? IX. SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING 70 ALL
LOCAL, STATE AND FEDERAL SAFETY
TRAVELED WAYS WATER METERS MUST BE IN FRONT Of 7HE PARCEL THEY ARE SERVING AND HEALTH STANDARDS, LAWS AND REGULATIONS 4. THE CONTRACTOR 91ALL
RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER PRIVATE STORM DRAIN PIPE PVC, SDR -35 -SD SD-
NO EXCA VA RON AND GRADING ACRW RES ARE ALLOWED DURING TO THE SA17VAC77ON OF THE CITY ENGNEER AFTER EACY RUN -OFF PRODUCING RAINFALL
NET WEATHER. 8. GRADING AND EQUIPMENT OPERATING W17HIN ONE -HALF (1 /2)_ MILE Of A STRUCTURE FOR HUMAN 5 THE CONTRACiOR MALL INSTALL ADDITIONAL
EROSION CONTROL MEASURES AS MAYBE PRIVATE CATCH BASINS BY 'NOS'
OCCUPANCY SHALL NOT BE CONDUCTED BEM211 THE HOU Ol 5.•30 P.M. AND 7.•30 A.M. NOR ON 5 THE NI 7H CITY ENGINEER DUE D1 UN ER f7ID
GRADING OPERATION OR
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS UN I B
MV CIRCUMSTANCES WHICH MAY ARISE
HIDROSM NOTES SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND GRAVEL BAGS CAL7RANS STANDARDS
SC -4, SC -8, & 0000000
TEMPORARY EROSION CONTROL MEASURES 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD Cl 6 THE CONTRACTOR SHALL
BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS SC -10 & DETAILS 'E' & 'F'
i. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER,
SOILS ENGINEER, GRADING TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREAIF A
REMOVE EX/SRNG VEGETA ONLY WHEN ABSOLUTELY CONTRACTOR AND PERM /TTFf. THE PREGRADE MEETTNG SHALL BE SCHEDULED NTH THE CITY AT VERTICAL) OR STIFFER WHEN
THEY AREA: HAZARDOUS CONDIROA! SILT FENCE CALiRANS STANDARD SC -i &DETAIL H'
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED iN PHASES TO AVOID UNNECESSARY LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
A. THREE FEET OR MORE IN HEIGHT IN FlU AREAS REMOVAL OF THE NATURAL GROUND COVER. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL STABILIZED CONSTRUCTION ENTRANCE CALiRANS STANDARD TC -i
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. 10. PRIOR TO
HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE BE INCORPORATED HEREON
EROSION DUE TO THE EROSION RESISTANT CHARACTER Of THE MATERIAL AS APPROVED BY NIHlN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM
THE CITY & DETAIL 'G'
THE CITY ENGINEER. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSiRUCTION IS NOT ENGINEER FOR iRE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL
COMPLY NTH ALL CONDITIONS 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PRMIED BY AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NIH REGARDS TO THE HAULING OPERATION.
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. BMP AREA NOT TO BE MODIFIED W77HOUT THE
PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PERMISSION OF THE CITY OF ENCINITAS
2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL ii. UPON FlNAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR
TO FlNAL 9. ALL REMOVABLE PR07ECRW DEVICES SIHONN SHALL BE IN PLACE AT THE END OF EAdl
FOR THE GROWTH Of THE HYDROSfEDED GROWTH PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE E0VA77ON AND GRADING GRADING APPROVAL AND /OR FlNAL RELEASE OF
SECURITY, AN AS- GRADED CERRFlCARON SHALL BE WORKING DAY WHEN THE FlVE ((5)) DAY RAIN PROBABILITY FORECAST E( EEDS FORTY
ACPWRES ARE COMPLETE PROVIDED STATING 'THE GRADING UNDER PERMIT NO. 9561 -G HAS BEEN PERFORMED IN SUBSTANTIAL PERCENT (40 %). SILT AND 07HER
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL (VORTSENTRY VS50 OR EQUIV.)
3. HYDROSfEDING MIX SHALL CONSIST Of ALL THE FOLLOWING MECHANICAL STORMWAIER BMP DEVICE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CONFORMANCE W1 1H TH APPROVED GRADING APPRO GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED
10. SHOULD GERM/NABON Of HYDROSEEDEO SLOPES FAIL 70 PROVIDE EFFECTIVE COVERAGE
A. SEED MIX SHALL CONSIST OF NO LESS THAN, PLAN' THIS STAIEMFNT SHALL BE FOLLOWED BY THE DAIS AND SGNA7RE OF THE CIVIL ENGNEER OF GRADED
SLOPES //90% COVERAGE) PRIOR TO NOVEMBER 15 THE SLOPES SHALL BE
i. 20 LBS PER ACRE OF ROSE CLOVER WHO CERTIFlES SUCH GRADING OPERATION. STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE' NIH
SECTION 35.013 Of THE
2. 20 LBS PER ACRE OF ZORRO FESCUE aV-srTE O NSTRUCPO N MATERIAL STORAGE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE Of CALIFORNIA
DEPAR7MENT ABBRE WA 1100-
3. 3 LBS PER ACRE OF E SCHOOL CIA CAUFORNICA STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND B. NO OF CONSERVATION.
4. 4 LBS PER ACRE OF ALYSSUA (CARPET E. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY NLL STAY DRY OUT OF fF = FlN1511
FLOOR FG = FlNISH GRADE
5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW L THf EXISTENCE AND LOCATION OF UNDERGROUND UR PIPES AND STRUCTURES SHOWN ON THESE sacs EN cERnFICATE
( ) SPILLAGE. THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL R/9 STORED PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO
THE BEST Of OUR KNOWLEDGE RV =TOP OF WALL ELEVATION >G =TOP Of GRATE
6. 112 LB PER ACRE OF DIMORPHOLECA ON -SITE THERE ARE NO DVS77NG URLIRES IXLEPT AS 910W ON THESE PLANS HOWEIU..• THE CONTRACTOR 1, NTHAYA
S 116HANET A REGSIERED GE07ECHNICAL ENGINEER IN THE STATE OF IF = INVERT ELEVATION f1 = FLOWUNE
7. ITEMS C, D E AND F EE THIS SUBSECTION MAYBE OMITTED U LOCATIONS IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY D ISNNG UNU71ES
OR CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE RED OF APPLIED SOIL MEC RANI H.P. = HIGH POINT C.O. = CLEANOUT
RESIDEN
WHERE THE AREA BEfNG HYOROSEIDED lS NOT VISIBLE FROM E77HER A PUBLIC STREET OR ELIMINATE OR REDUCE POLLUTION OF STORMW4MR FROM STOCKPILES KEPT ON -SITE SIRUCNRES
LOCATED AT THE WORK SITE IT lS THE CONIRACIORS RESPONSIBILITY TO CONTACT THE HEREBY dRTIFY THAT A SAMPLING AND STUDY OF 7HE SOILS CONDITIONS PREVALENT
TIAL SIRUCNRES STOCKPILES MAY INCLUDE SOIL PARING MA TERIALS , ASPHALT CONCRETE AGGREGAIf BASE NIHIN RIIS SITE WAS MADE BY ME OR UNDER
MY DIRECTION IN OCTOBER 17 2006. ONE SD =STORM DRAIN
FOLLOWING OWNERS OF SAID URORES SITE. S I S 1URE5 PRIOR 70 ANY EXCAVATION, FOR CONTACT THE
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAMR FLOWS AND AND LOCATION OF UTILITIES AND NORMARON OF COMMENCEMENT OF WYIRK.• COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY NTH dlY
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A Nl1ROGEN FlXING STORMDRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION
RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
BACTERIA AND APPLIED DRY E17HER BY DRILLING OR BROADCASTING BEFORE HYROSEEDiNG MEASURES AND PROVIDED WiTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT SAN
DIEG FURTHERMORE 1 HAVE REVIEWED METE GRADING PLANS AND CERTIFY THE
ALL TIMES SAN GAS
O WATER DISTRICT B00- 227 -2600 & ELECTRIC 1- 800 -422 -4133 RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
HAVE h�F�SS /0 ENVIRONMENTAL REVIEW NOiE�
9. ALL SEED MATERIALS SHALL BE iRANSPORIED TO THE JOBSIiE IN UNOPENED DIEGO INCORPORATED IN THE GRADING PLANS AND SPfdFlCATIONS
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL7URE CERTIFlCATION TRAINING PACIRC BELL i - 800 - 422 - 4133 n 1
TAG ATTACHED 70, OR PRINIED ON SAID CONTAINERS CABLE TV (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133 SIGNED. • J6d ui,& Amjn 7
DATE. 2?-%07 ca ,t`2 92 'n 1. EARTHWORK QUANRRES (ENTIRE SITE)
-
10. NON -PHY70 -TOXIC WITTING AGENTS MAY BE ADDED CONTRACTORS' EMPLOYEES NNO PERFORM CONSTRUCTION IN THE fWfR - CARDIFF SANITATION DISTRICT 760 - 632840
E CITY OF ENCINITAS SHALL BE RGE N0, Co E 76Z 2 CUT - 210 C.Y.
EXPIRES 3/•d7 w 792 � �'^
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWA79 POLLUTION CONTROL 2 CON7RAC70R SHALL NOTIFY THE CITY ENGINEER'S OfFlCE 48 HOURS PRIOR TO BEGINNING
ANY & 1 2 - 31.0 T ' n FiLL - 110 C. Y.
TO THE HYDROSEED SLURRY AT THE DISCRETION Of REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. TH WORK AN THlS PROJECT. PHONE.
E �'
THE CONTRACTOR. • (760) 633 -2770 F a EXPORT 100 C.Y.
PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT COAST GE07ECHNICAL CONSUL RNG ENGINEERS AND GEOLOGISTS
OVER - EXCAVATION & RECOMPACT.• 1,050 C.Y.
STORM WATER RE EMEN75 AND 7HOR OWN RESPONSIBILITIES ) 779 ACADEMY DRI SOLANA BEACH, CA 92075 ¢d� ��°
B. TYPE l MULCH APPLIED AT THE RAZE OF NO LESS THAN 1,0011 LBS PER ACRE. TYPE 633 1nC�ALTHLAWCORK ED Mm iHW�B N 7 INS u Bf BJ<CT O
R� C7 (858) 755 -8611 q CHD1� �
MAiER IS USEDI ��T E A CHO TO THE SLOPE BY MECHANICALL Y WASTE MANAGEMENT AND REMOVAL O. P- 475104 CAUV;t� 2 STEEPEST EXISTING
SLOPE NAHERE THE PROPOSED GRADING IS TO OCCUR IS 9.1.E
PUNCHING NO LESS THAN 50% Of THE S7RAW IN70 7HE SOIL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED C. GRADING
1, MARK BURµ A REGISTERED GEOLOGIST IN THE STA7E OF CALIFORNIA PRINCIPALLY 3 MAXIMUM VER7CAL DEPTH OF CUT IS 25 FEET.
C. FERRUZER CONSISTING OF AMMONIUM PHOSPHATE SULFA 7E, 16 -20 -0, NTH 15% CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON 7HE GROUND,
DOING BUSINESS IN THE 17ELD OF APPLIED SOIL MECHANICS _ HEREBY CERRkY THAT A MAXIMUM VERTICAL DEPTH OF FILL IS 3.0 FEET.
SULFUR APPLIED AT THE RATE OF 500 IBS PER ACRE. WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE' SYSTEM IS SNICILY PROHIBITED. I. ALL GRADING SHALL BE
INSPECTED AND TESTED BY A QUALIRED SOILS ENGINEER OR UNDER SAMPLING AND STUDY OF THE SOILS CONDIRONS PREVA T WiIAN THIS SITE WAS MADE
HIS/HER DIRECROM HE /SHE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION BY ME OR UNDER MY DIRECTION IN OCTOBER 17 2006.
ONE COMPLETE COPY Of THE SOILS 4. VOLUME OF CUT 6,300 FT a
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO H)DROSEEDING BY NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO OF FlUS AND BAMRILS AND COMPACTION
OF 7RENCHES HE /SHE SHALL SUBMIT SOILS REPORTS AS REPORT COMPILED FROM IRIS STUDY WITH MY IECOMMENDATIONS HAS BEEN SUBMITTED TO AREA OF CUT 3,100 FT 1 = 2.0 FEET
AVERAGE DEPTH OF CUT
STORMWAMR. BERMS /DIK SHALL BE PLACED AROUND DUMPSTERS REQUIRED AND WILL ES DETERMINE iRE SUITABILITY OF ANY FlLL MATERIAL UPON COMPLETION
OF THE OFFICE OF THE CITY ENGINEER. FURTHERMORE I HA V>= REVIEWED THESE GRADING
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENILY FOR PLANS AND CERTIFY THE RECOMMENDATIONS INCEIIDED IN THE SOILS
REPORT FOR THIS
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION Of. LEAKS DOMPSMI? LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSMRS WITHOUT LIDS MALL OR UNDER
HI GRADING OPERATIONS HE/SHE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE CHIM /HER PROECT HAVE BEEN INCORPORA7ED IN THE GRADING PLANS AND SPEaf1CATI0NS 5. VOLUME
OF FILL 3,300 FT a
S ER SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS AND ECCAVATIONS
1. TRACK WALK /TUG SLOPES SiE7PER THAN 6.1. BE PLACED WITHIN NRES IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER WERE CONSIR CTED IN ACCORDANCE WITH
THE APPROVED GFiffiG PLANS AND THAT ALL SIGNED. • CATE•�9 07 AREA OF FILL 4,740 FT s = 0.7 FEET AVERAGE DEPTH OF FILL
TO AVOID RAIN CONTTACT ACT WITH ANY Y TRASH MATERIAL EMBANKMENTS AND ECCAVAPONS ARE ACCEPTABLE FOR THEIR INTENDED USE
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE TERIALS INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS CEO NO. 207 EXPIRES
6_ 6_ -
MANY CONSTRUCTION MA " - - "�
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL IXCAVAIED SURFACES TO PROVIDE POSITIVE ��Y(��L �' •��
B. CONDITIONING THE SOILS SO 7HAT IT IS SUITABLE FOR PLANTING BY N� �CYCPLHALT AND IER�CR� T TA ND � AP R� AO CAN BE L E DI= Of DRAINAG AND PREVENT
PONDING Of WATER. HE SHALL CONTROL SURFACE WATER AND AVOID e��s� q �
AS HAZARDOUS T E H0 FOR INFORMATION ON DISPOSAL 95 HAZARDOUS MATERIAL CALL THE
DAMAGE TO ADJOINING PROPERRES OR TO RNISHE0 NORK ON 7HE 517E AND SHALL TAKE REMEDIAL COAST GE01EdHN /CAL CONSULTING ENGNEiRS AND GfOLOGSi5 t�
L
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT MEASURES TO PREVENT EROSION Of FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 779
ACADEMY DRIVE, SOIANA BEACH, CA 92075 ' y � ��' �`� ya. •,
HAZARDOUS WASTE HOTLINE TOLL FREE AT (BOLL) 714 -1195 FOR INFORMATION ON LANDFlLLS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. //858)
755 -8622 a; „ ; s.4s, OWNER' 303 SANTA FE DRIVE PROPERTIES LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
SA NRAiED SEED BED AND TO ORDER DUMPSiERS CALL LOCO AT (760) 436 -4151 W 0. P- 435104 ji `� •1 i0:,
�:,'•. 5 - � -ne 1423 SUMMIT AVENUE
2. 7HE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING 3. ALL AREAS TO BE FILLED MALL BE PREPARED TO BE FILLED AND FlLL SHALL BE PLACED
IN �? ' ,, CARDIFF, CA 92007
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING ACCORDANCE W1TH STANDARD SPECIFlCATIONS ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL �{ .. , GIL GALLOWAY 858 - 452 -0306
SALINE SOILS TO PROVIDE VIABLE CONDIRONS FOR GROWTH RECEPTACLES AROUND THE SITE CE-911FIED
SHALL BE REMOVED BY THE CONNAC70R FROM 7HE SURFACE UPON WHICH IRE FlLL lS TO BE t EV4GINEERIN i
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNRL THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED fREQUENTLY FOR LEAKS PEALED
LOOSE FlLL AND ALLUVIAL SOILS SHALL BE REMOVED ]0 SUITABLE FIRM NATURAL GROUND. y ft$� GEQI_nGIST SITE ADDRESS 303 SANTA fE DRIVE
PROJECT IS PERMANENTL Y LANDSCAPED OR, FOR AREAS WHERE HYOROSEED/NG IS THE CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCALE PORTABLE TOILETS AWAY THE EXPOSED
SOILS SHALL BE SCARIFED 70 A DEPTH OF 6 AND THEN COMPAC70 70 A MINIMUM ✓,.� +^ `' / CARDIFF, CA 92007
PERMANENT LANDSCAPING, UN THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. FROM STORMDRAIN INLETS ON PERVIOUS SURFACES OF 90 PERCENT. IT SHALL BE THE
CONTRACTORS OMFIC PONS - 071 -
Y TO PLACE, SPREAD WRIER AND ,�, I 11 i�m4
COMPACT THE FlLL IN STRICT ACCORDANCE NTH SPEdFlCARONS 4_../' ASSESSORS PARCEL NO.: 160 35
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY fROM THE STREET, GUTTER, AND 4. CUT AND FlLL SLOPES SHALL BE CUT AND TRIMMED TO KNISH GRADE TO PRODUCE SMOOTH
S70RMDRNN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MA7ERIAL THAT MAY HAVE LEGAL DESCRIPPON. A PORTION OF LOT 1 OF RIDGEWAY
HEIGHTS IN THE CITY OF ENCINITAS
SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL
TRAVELED AWAY FROM CONS]RUCTION 511E STAIAIENT a ENGNNEER OF Wt9RK COUNTY Of SAN DIEGO, STALE OF CALIFORNIA, ACCORDING
TO MAP THEREOF J, FLED IN
BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER Of WORK AND LEFT IN A NEAT THE OfFlLE Of 7HE COUNTY RECORDER
Of SAID SAN DIEGO COUNTY ON JULY 3, 1929929 , AND AS
AND ORDERLY CONDITION. ALL STONE, R0075 AND OTHER WASTE EASIER EXPOSED OR IXCAVATION THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGNEER SHALL SHOWN ON RECORD OF SURVEY N0. 119J FILED IN THE OFFICE Of THE RECORDER OF SAID SAN I
OR EMBANKMENT SLOPES N TO P OF ALL SLOPES BE ROUNDED IN ACCORDANCE ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DIEGO
COUNTY ON SEPIEMBER 10, 1945 Of OFFICIAL RECORDS
DISPOSED Of. THE TOE AND TO SHALL WITH THE COMPLY WITH THE GENERALLY ACLEPiID STANDARDS AND PRACTICES OF THE ENGINEER'S
DIEGO
GRADING ORDINANCE. TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED CALIFORNIA CODRDINA]ES 314
-1677
HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE
CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
NoText
NoText
NoText