2004-9126 G (Plans)NoText
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GRADING NOTES: EROSION CONTROL:- NOTIFICATIONS: LEGEND: DWG. No. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTL17Y PIPES AND
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SUBDIVISION BOUNDARY
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN JIM UNOSTROM A T (703 ) 352 -2104 ( PHONE) STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF o
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO -
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING UTILITIES EXCEPT
AS SHOWN ON THIS PLAN HOWEVER: PROPERTY LINE - ' - ` -
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO C)
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED
AT THE WORK EXISTING CONTOUR cu
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION g0 a
2. THE SOILS REPORT TAD PRELIMINARY GEOTECHNICAL MNESTiGATION OF TEMPORARY DEVICES WHEN RAiN IS IMMINENT. OWNERS OF SAND UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, - �� N
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF EXISTING ELEVATION
LOT 15, MAP NO. 12882 JASMINE CREST OLIVENHAIN ENCINITAS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT COMMENCEMENT
OF WORK:
PREPARED BY VINJE do MIDDLETON ENGINEERING, INC THE APPROVAL OF THE ENGINEERING INSPECTOR. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT
OF UNDERGROUND DAYLIGHT LINE - a
- DATED DECEMBER 8, 2004. UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY .:
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO o
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH COMPANY. CUT SLOPE (2:1 MAX.) -
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SHALL BE CONSIDERED AS PART OF THE GRADING PLAT. ALL GRADING RUN OFF PRODUCING RAINFALL SEWER - CARDIFF SANITATION (760) 633 -2770
1
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC (800) 422 -4133
FILL SLOPE (2:1 MAX.) - °
5. THE CONTRACTOR SHALL. INSTALL ADDITIONAL EROSION CONTROL WATER - OLIVENSAIN MUNICIPAL WATER DISTRICT (760) 753 -6465
+
SPECIFICATIONS CONTAINED IN SAiD REPORT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
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INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH TELEPHONE - PACIFIC BELL (800) 422 - 4133 FINISH CONTOUR
- - 204 - - `ao
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, a
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS MAY ARISE. CABLE TELE - DIMENSI�i CABLE (800) 422 - 4133
3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS GRAVEL BAGS (TWO HiGH)
WITHIN STREET RIGHT -0F -WAYS. SEPARATE APPROVALS AND PERMITS FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE: (760)
THESE SHALL BE REQUIRED IN CONJUNCTION WiTH IMPROVEMENT PLANS. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 633 -2770.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE WATERS CREATE A HAZARDOUS CONDITION. 4. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR DRAINAGE PiPE (8" PVC) - x
GRADING. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT 3
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL CATCH BASIN (12"X 12') NOS 12"X12" a �
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PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON SOILS ENGINEER'S STATEMENT:
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY -
BROW DITCH SDRSD D -75 0
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. rJt1i d r' S . S ha /'ia� A REGISTERED
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT CML ENGINEER
OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING 3
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FiVE (5) DAY RAiN BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SiLT AND OTHER A SAMPLING AND
STUDY of THE SOIL CONDITIONS PREVALENT WITHIN THIS a
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
NOVEMBER 9. 2004 AND DECEMBER s, 2004 ONE COMPLETE coPY REFERENCE DRAWINGS:
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7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN /ILL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE OF GEOTECHNICAL REPORT
COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIONS,
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO HAS BEEN SU BMITTED
TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE Q Ems,
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
y,MSq� CITY OF ENCINITAS IMPROVEMENT PLAN NO. TM 88 -183, 0549 -R do CS144
CHED STRAW
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUN F
STANDARDS, LAWS AND REGULATIONS. INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
INSTALLED IN ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND
2 1 WITHIN O
ING ONE-HALF MILE OF IN THE GRADING PLANS AND SPECIFICATIONS.
8. GRADING AND EQUIPMENT OPERAT 4i rti z
(/) SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT � � y Me. 46174
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. :30 A.M. NOR ON SATURDAYS, SUNDAYS SIGNED:
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THE HOURS OF 5:30 P.M. AND 7 DATE: EARTHWORK QUANTITIES:
AND CITY RECOGNIZED HOUDAYS HYDROSEED MATERIALS: G.E. D. NO.: EXPIRATION DATE - �}' CIVI
9. NO GRADING OPERATIONS SHALL COMMENCE UNTiL AAREGRADING DATE: _ �. CA� CUT: 8,800 CUBiC YARDS
MEETING BEEN HELD ON SiTE WITH THE FOLLOWING PEOPLE PRESENT: 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED SIGNED
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: R.C.E. - EXPIRATION
DATE:
CONTRACTOR AND PRMTTTEE. THE PREGRADE MEETING SHALL SCHEDULED A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. _ Ep�EO rf4
FILL: 8.800 CUBIC YARDS
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CAWING (760) 633- B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS SIGNED:
DATE: -Q s Iv $ M+oo( �{�+ IMPORT: O CUBIC YARDS
2770 NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT R.G. NO.: - C £G 980 EXPIRATION DATE: Q �}'� ��'
CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY
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10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ENGINEER. STOR M WATER POLLUTION CONTROL B * * NOTE: EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
PROPOSED CONSTRUCTION SITE WITHIN THiS PROJECT THE DEVELOPER 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOiL AT
r ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. �� P��
QU ANTITIES MAY VARY DUE TO SHRINKAGE BASIS.
SWELL FACTORS).
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 3. HYDROSEEDING MI SHALL CONSIST o f ALL THE FOLLOWING: RELATIVE TO CONSTRUCTION
ACTT VI Ti OF CAof
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 1. SEED MIX SHALL CONSIST OF NO LESS THAN: NOTE: THIS
QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD
REGARDS TO THE HAULING OPERATION. A. 20 LOS. PER ACRE OF ROSE CLOVER ;
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN
11. UPON FINAL COMPLETION OF THE WORK LWR THE GRADING PERMIT B. 20 LBS. PER ACRE OF ZORRO FESCUE WASHOUT WASTES ON SITE. IT IS ILLEGAL
TO WASH CONCRETE, SLIMY, MORTAR, STUCCO, PLASTER AND TILE LIKE
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF C. 3 IBS.
PER ACRE Of E SCHOOL CIA CALIFORNiCA INTO THE SToRMwATM CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN
SECURITY, AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOUA DESIGNATING THE WASHOUT LOCATION.
STATEMENT OF ENGINEER OF WORK
E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
GRADING UNDER PERMIT NO. 6135 -G HAS BEEN PERFORMED IN SUBSTANTIAL 2 LB. PER ACRE OF DMviORPIHOLECA 0WIM CI SM ACCESS
F. 1/2 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
YHE
CONFORMANCE WiTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE G. ITEMS C. D. E, AND F OF THIS SUBSECTION MAY BE ' A STABILIZED CONSTRUCTION
SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
ATTACHED AS- GRADED PLAN . THIS STATEMENT SHALL BE FOLLOWED BY THE OMMITED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED PREVENT TRACKING DIRT OFF
SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL MID /OR CORRUGATED
IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR STEEL PLANES/`PLATES. FURTHER AGREES THAT THE WORK PERFORMED HEREIN
MALL BE IN ACCORDANCE NTH THE RULES AND REGULAMM
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH
GRADING OPERATIONS. RESIDENTIAL STRUCTURES. C&MIKICI-R-MIUKLES REQUIRED BY THE PTY OF ENCINITAS. THE ENGINEER AGREES
THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE I
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A ; CITY OF ENCINiTAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A I
12. ALL GRADING SHALL 9E OBSERVED AND TESTED BY A QUALIFIED SOILS A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, j
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND T EST THE A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY PARKING, MfCLE REFUELN NE
G, AND ROUTI EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE 1
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFiLLS AND
DRILLING OR BROADCASTING BEFORE HYDROSEEDING. OFF - SITE AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY
FOR DESIGN, OR DESIGN OF IMPROVEMENTS
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSiTE
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS DAMAGE OR BODILY *WRY ARISING
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT �m SOLELY FROM THE NEGUGENT ACTS, ERRORS, OR OMISSIONS OF
THE ENGINEER AND HIS / HER AGENTS OR EMPLOYEES
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLYMENT AND ARISING OUT TO THE WORK
OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS PROTECTED AGAINST EROSION BY NSTAIUNG EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, f ESS
OR PRINTED ON SAID CONTAINERS. PERFORMED BY THE ENGINEER. Rp
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE ADEQUATE COVER VEGETATION,
AND BONDED FIBER MATRIX
HiS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. • NO EXCAVATION AND GRADING
ACTVITES ARE ALLOWED DURNG WET WEATHER. ,
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER • DIVERSION
DIKES SHALL BE CONSTRUCTED M CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR I
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 1" DATE: f o s 7O
USE. HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IS MUST • REMM DOSM VEGETATION ONLY WHEN ABSOLUTELY NECESSARY, LARGE PROJECTS
SHALL BE CONDUCTED IN
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS KAMAL EIS R.C.E. 48592 CIV IL. i
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDtNG OF WATER. HE SHALL 5071: OF THE STRAW INTO THE SOIL UNNECESSARILY; THEY HELP DECREASE EROSION.
EXP. �f30/06 �
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16 -20 -0, WiTH •TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT NWViEDIAIELY
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 15R SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. PLANNED FOR EROSION
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROMING ANNUAL
EVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS AREAS TO 13E HYDROSEEDED SHALL BE PREPARED PRiOR TO HYDROSEEDING BY AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: • PLANT PERMANENT
VEGETATION AS SDON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE LEGAL- DESCRIPTION:
INSTALLED A. TRACK WALKING SLOPES STEEPER THAN 6:1. COMPLETE.
B. RIPPING AREAS THAT WiLL NOT BREAK UP USiNG ITEiiA "A" ABOVE. • WATER USAGE FOR DUST CONTRA SHALL BE MMiMIZED. LOT
15 MAP 12882
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FLIED AND 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANING BY: CK SM C MINUCII
WVIERK
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. A. ADJUSTING THE SURFACE SOiL MOISTURE TO PROVIDE A DAMP BUT NOT s STORED
MATERIALS SHALL BE CONTAINED N A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. A.P.N.: 264 091 - -
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED SATURATED SEED BED CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY
DRY OUT OF THE RAIN. CONTRACTOR SHALL
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON - SITE
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. • ELIMINA OR REDUCE
POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON - SITE STOCCPILM MAY INCLUDE SITE ADDRESS:
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOiLS SHALL BE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTiL SIB, PARING
MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS FROM
CONCENTRATED STORMWATER FLOWS AND STORMORAN INLETS. STOCKPILES SHALL BE COVERED OR
OF 90 PERCENT. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED
PROTECTED WITH SOIL STABIUZA71ON MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND 3400 JASMINE CREST
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE THE PERIMETER AT ALL TIMES ENCINITAS, CA 92024
WITH SPECIFICATIONS. OWNERS CERTIFICATE: l a
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CONTRACTOR'S EMP WHO PERFORM COiNSiRUCTION N THE CITY OF ENCINIT S
HALL BE TRAINED TO BE
SURFAC TO PRODUCE SMOOTH
OR EXCA ATIO S A D EMBA KMENTS SHALL BE SLOPED SEE T� SLOPES R IT IS AGREED THAT FIELD IS FURTHER AGREED THAT THE R H HAVE A REGISTE � V � WITH � TA
WORKING STGRON STE POLLUTION ONTR S THE PRIME � N OTES MUST BE OWNER PERM I TTEE. JD
OWN RESPONSiBi 4 �
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLATS INFORM SUBCONTRACTORS ABOUT S TORMWATER REQUIREMENTS AND THEIR
OWN JIM & KARLA LINDSTROM
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR 111110 MANAGEWIT
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THE PROPOER COMPLETION OF THE IMPROVEMENTS 4921 NOVAK LANE
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EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
UNUSED CONSTRUCTION FAIRFAX VA 22030 .{s.
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP I HEREBY CERTIFY THAT A REGISTERED SOBS ENGINEER OR GEOLOGIST HAS BEEN MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO (703) 353 - 2104 (HOME) � 8
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE CONVEYANCE
SYSTEM IS STRICTLY PROHIBITED 703 278 - 9092 FAX RIO« co
ORDINANCE. THE COMPACTION AND STABILITY OF THE SITE. * NO SEEPAGE FROM DUMNPSIRS SHALL 8E DISCHARGED INTO STORMWATER, BERMS/biKES SHALL
BE PLACI=D ( } ( FAX)
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED
FREQUENTLY FOR a'
L
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE �� A � LEAKS. DUMPSTER LDS SHALL REMAIN CLOSED AT ALL TRIES OUMPSTRS WITHOUT
LIDS SHALL BE PLACED 1�
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED VIES LAND OM DATE: ANY TRASH MAISi1LW. TH NIPERVIOUS NTH TARPS
IN ORDER TO AVOID RAN CONTACT WITH
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
MOCLE FLUIDS, BROKEN sT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON- RECYCLABLE MATERIALS WOWWr NOTICE �T
SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY MUST BE TAKEN M AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE
FOR INFORMATION ON SECTION 4215 4217 OF THE GOVERNMENT
SUCH MATERIAL. KARLA LINO TROM DATE: DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714
-1195 FOR CODE REQUIRES A DIG ALERT IDENTIFICATION 5
INFORMATION ON LANDFILLS AND TO ORDER MWSTRS CALL EDCO AT (760) 436 -4151. NUMBER TO BE ISSUED BEFORE A
w K � S E N G IN E E R IN • PORTABLE TOILETS MUST BE N GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR PERMIT
TO EXCAVATE » WALL BE VALID.
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAN INLETS ON PER
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