2012-11282 SG (Plans) EXISTING 5'PUBLIC UTILITIES
RIGHT OF WAIF NOTE C. GRADING GRANTED TO SDG&E PER
HYDRO-SEED ( CONTINUED DOC 55932 DATE A71AROk 27,16# r
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER
_ N73°�?`1: 'E � f 147-. ' .
AT LIST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO OR UNDER HIS DIRECTION . HE SHALL INSPECT AND TEST THE EXCAVATION --P
LACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF r =='
SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. 1. ALL SEEDS MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN
O � 1
TRENCHES. HE SHALL SUBMIT SOILS REPORT AS REQUIRED AND WILL DETERMINE
IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF �Gj`
THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
OPERATIONS . HE SHALL STATE THAT IN HIS OPINION,ALL EMBANKMENTS AND PRINTED ON SAID CONTAINERS. 8 I
DRAINAGE NOTE EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OLIVENHAIN ROAD
J. NON - PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE o,
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY HYDRO-SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. j
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2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE m7 WORK AREA a
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF S FEET AT POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL �
-
2 PER CENT AND BE CONVEYED TO AND APPROVED DRAINAGE FACILITY. j e (SEE SHEET 2a
SURFACE WATER ANE AVOID TO ADJOINING PROPERTIES OR FINISH WORK ON THEILT�
`-
SITE AND TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 Lbs PER
UTILITY NOTE AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
„V 'W-, G
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. MEASURES HAS BEEN INSTALLED. ,
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS D I
THAN 50% OF THE STRAW INTO THE SOIL. =--
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED o
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WORK TO BE DONE IN ACCORDANCE WITH STANDARD SPECIFICATIONS, ALL VEGETABLE MATTER AND MOUTAIN dy I i z
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OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 - 20 -0,
A. GENERAL SURFACE UPON WHICH THE FILL TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS WITH 1S5 SULFUR APPLIED AT THE RATE OF 500 Lbs. PER ACRE. N SITE
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL
BE SCARIFIED TO A MINIMUM OF 90%. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY33 l I
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
TO PLACE , SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 4. AREAS TO BE HYDRO-SEEDED SHALL BE PREPARED PRIOR TO HYDRO-SEEDING BY:
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SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE THE DESIGN
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO WITH SPECIFICATIONS. ENCINfTAS BOULEVARD
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION:
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
CUT AND FILL SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH l
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 4. a. TRACK WALKING SLOPES STEEPER THAN 6:1
SECTION. THE SLOPES OR EXCAVATIONS OR
SURFACE AND UNIFORM CROSS
EMBANKMENTS SHALL BE SHAPE. PLANTED AND TRIMMED AS DIRECTED BY THE b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM `°a" ABOVE. ss'(y4
IU<.
2. THE SOILS REPORT TITLED: " SOIL INVESTIGATION, PROPOSED SITE IMPROVEMENT, a
ENGINEER OF WORK AND LEFT IN NEAT ORDERLY CONDITION . ALL STONES, ROOTS
2126 WOODWIND DRIVE, ENCINITAS, CALIFORNIA. VICINITY MAP
B. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY: C7 \ "
AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES NOT TO SCALE
PREPARED BY: ALLIED EARTH TECHNOLOGY , DATE: FEBRUARY 01, 2012 WFNgyjLFff LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF 91y,
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CONSIDERED AS APART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE THE TOE AND THE TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE a. ADJUSTING THE SURFACE
SOIL MOISTURE TO PROVIDE A DAMP BUT 1y
NOT SATURATED SEED BED. r EXISTING ROAD&UPUTIES
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED WITH THE GRADING ORDINANCE. THE ADDITION OF SOILAMENDMENTS, pH ADJUSTMENT, LEACHING
_ EASEMENTPERDOC.#1)55 T4
IN SAID REPORT . 5. ALL TREES, BUSHES, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE OR COVERING SALINE SOILS TO PROVIDE VARIABLE CONDITION
SCALE IN FEET ? .� DATE:JUNE 2; 1963
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COLLECTED, PILES OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR FOR GROWTH.
1'=31Y
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3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION SO AS TO LEAVE THE AREAS HAS BEEN CLEARED WITH A NET AND FINISHED 5. HYDRO-SEEDED AREAS SHALL
BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH ENVIRONMENTAL DATA , s .`�, �` -- -
AND TYPE OF DRAINAGE FACILITIES , NOR OF IMPROVEMENTS WITHIN STREET APPEARANCE FREE FROM UNSIGHTLY DEBRIS.APPROVAL OF LOCATION OF DEBRIS. UNTIL THE PROJECT
IS PERMANENT LANDSCAPED OR, FOR AREAS WHERE [ 1 woOD
RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE l. STEEPEST EXISTING NATURAL SLOPE ON-SITE = 48 /a KEY
MAC " N
FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO HYDRO-SEEDING IS THE PERMANENT LANDSCAPING , UNTIL THE PROJECT IS a
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REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS . THE DISPOSAL OF ANY SUCH MATERIAL. COMPLETED AND ALL SECURITY RELEASED. SCALE
1"=30 ,
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 2. MAXIMUM VERTICAL DEPTH OF CUT = 2.5 FEET Q
,
W
D. EROSION CONTROL STORM WATER POLLUTION CONTROL BMP NOTES ( PART A) SHEET INDEX
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CAMREON L.JAMES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT 3. MAXIMUM VERTICAL DEPTH OF FILL = ± 3.60 FEET S V
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED AT 17600 487-7983 (PHONE NUMBER), 24 HOURS DAY. 4. AVERAGE DEPTH
OF CUT = 1.3 FT SHEET 1 TITLE SHEET
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT SHEET
2 GRADING PLAN LEGEND
GRADING. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AREA TO CONTAIN WASHOUT WASTES ON SITE, IT IS ILLEGAL TO WASH CONCRETE , SHEET
3 EROSION CONTROL PLAN
AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL SLURRY, MORTAR , STUCCO, PLASTER AND THE LIKE INTO THE STORM WATER 5.
AVERAGE DEPTH OF FILL = 1.5 FT
6, THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVEYANCE SYSTEM OR ANY RECEIVING
WATER. CONTRACTOR SHALL POST A SIGN OWNER PERMITTEE PROPOSED IMPROVEMENTS
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WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DESIGNATING THE WASHOUT LOCATION.
EARTHWORK THE GEMERIAI LEIGH JAMES AND 3AME5 REI12
BY AN REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. DEVICES WHEN RAIN IS IMMINENT. G1L140!Ft LIVING"TRUCT, IMPROVEMENT
STANDARD DWGS SYMBOL
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES , 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE CONSTRUCTION SITE ACCESS
CUT = bo C.Y. ;TAMES REIDGILM91W AND CAMERON LI;ICiH TAMES TRUSTEES
INCLUDING SHORING , AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION ENTRANCE ACCESS SHALL
BE PROVIDE FOR VEHICLES FILL = 60 C.Y. 2126 VVOGDVAND DRIVE.ENCINITAS CA 92014 PROPOSED CONTOUR LINED
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH SITE
DRESS FINISH GRADE
_ q'20,4549
REGULATIONS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING AS GRAVEL AND OR CORRUGATED STEEL PANEL/PLATES. IMPORT = 00
C.Y 2126 WOODWIND DRIVE
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF ENCINITAS CA 92024
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE - HALF ( Y2) MILE OF A PRODUCING RAINFALL. CONSTRUCTION VEHICLES EXPORT = 00 C.Y. LI
MIT Of GRADING
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE IMPERVIOUS AREA LEGAL DESCRIPTION .5:1
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS , SUNDAYS AND CITY 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY A SPECIFIC AREA
AWAY FROM GUTTERS AND STORM DRAIN�SHALL BE DESIGNED CUT SLOPE
RECOGNIZED HOLIDAYS. BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION FOR CONSTRUCTION VEHICLES PARKING, VEHICLES FUELING, AND ROUTINE IMPERVIOUS
AREA PRIOR TO CONSTRUCTION : 4870 SP PORTION OF LOT 27 TR 848
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. IMPERVIOUS AREA AFTER CONSTRUCTION
5380 SF PROPOSED RETAINING WALL PER CITY OF SAN DIEGO
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- GRADING MEETING , INCREASE IMPERVIOUS AREA 510 SF APN NUMBER: DIRECTION
OF DRAINAGE BULLETIN 221
HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT : CITY INSPECTOR, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS DISTURBED
AREA 265 -331-30-00
CIVIL ENGINEER, SOIL ENGINEER, GRADING CONTRACTOR AND PERMITEE. THE TO PREVENT TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A ON SITE CONSTRUCTION MATERIAL
STORAGE BIO SWALE PER DETAIL
PRE - GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS HAZARDOUS CONDITION. TOTAL DISTURBED AREA: 5,500 SF OR 0.126 AC
IN ADVANCE BY CALLING (760) 633-2770. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE NEW CONCRETE:
PATIO
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE WILL STAY DRY -
- -
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED SHALL BE INCORPORATED HEREON. OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
FOR
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO ALL FUEL STORED ON-SITE.
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE OWNER'S CERTICATE
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. WASTE MANAGMENT
THE CITY ENGINEER MAY IMPOSED WITH REGARDS TO THE HAULING OPERATION. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END CONTRACTOR SHALL BE RESPONSIBLE PROPERTY DISPOSING OF ALL WASTE AND UNUSED BEEN OR WILL BE
RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND EXISTING IMPROVEMENTS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT OF EACH WORKING DAY WHEN THE FIVE (50 DAY RAIN PROBABILITY FORECAST CONSTRUCTION MATERIALS. DUMPING
OF UNUSED OR WASTE PRODUCTS ON THE ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED GROUND , WHERE WATER CAN
CARRY THEM INTO THE CONVEYANCE SYSTEM IS EXISTING CONTOUR LINE 4
AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER AFTER EACH RAINFALL. STRICTLY PROHIBITED. q,
WITH E SHOWN IT ® APPROVED GRADING PERFORMED
LAN OR AS OWN TON HE ATTACHED CONFORMANCE 10. SHOULD GERMINATION OF HYDRO-SEEDS SLOPES FAIL TO PROVIDE EFFECTIVE NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGE
INTO STORM WATER. BERMS/DIKES I l/ I i 1, '!, Z� IL EXISTING SPOT ELEVATION"AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND COVERAGE
OF GRADED SLOPES ( 90%COVERAGE) PRIOR TO NOVEMBER 15, SHALL BE PLACED AROUND DUMPSTER TO DIVERT THE NATURAL RUN-OFF DUMP SITE SIGNATURE : CAMERON L. JAMES kATE JAMES 0113MME TE
EXISTING PROPERTY LINE
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED
ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL AT ALL TIMES. DUMPSTER WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH STATEMENT OF
ENGINEER OF WORK \ / EXISTING RETAINIG WALL y
B- NOTIFICATIONS HANDBOOK OF THE OF CALIFORNIA DEPARTMENT OF CONSERVATION. IMPERVIOUS ROOFING OR COVERED WITH TARS IN ORDER TO AVOID RAIN CONTACT
s r• .., r nr+ r r
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES E. HYDRO-SEED WITH ANY TRASH MATERIAL. THE UNDERGROUND ENGINEER AGREES
THAT THE WORK PERFORMED BY THE ENGINEER EXISTING AC PAVEMENT
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. SHALL COMPLY WITH THE GENERALLY ACCEPT STANDARDS AND PRACTICES OF
THE
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPS THAT ARE GRADED 6:1 MANY CONSTRUCTION-
MATERIALS, INCLUDING SOLVENTS, WATER - BASE PAINTS , ENGINEER w=: ,_ v3 _-
'S TRADE OR PROFESSION. THE' ENGINEER FURTHER AGREES THAT THE WORK EXISTING GRASS LINED SCALE
SHOWN ON THESE PLANS, HOWEVER: VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED PERFORMED HEREIN SHALL BE IN ACCORDANCE
WITH THE RULES AND REGULATIONS „
( HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: VEGETATION CAN BE RECYCLED . NON-RECYCLABLE MATERIALS MUST BE TAKEN TO
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REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK EXISTING CONCRETE SCALE
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ,�.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO A. THREE FEET OR MORE IN HEIGHT IN FULL AREAS. AN DISPOSAL OF HAZARDOUS MATERIALS, CALL THE HAZARDOUS
WASTE HOTLINE OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE
EXISTING AC DIKE
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS , UNLESS SLOPE IS NOT SUBJECT TOLL FREE AT( 800) 714-1195.
FOR MORE INFORMATION ON LANDFILLS AND TO CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR
OWNERS OF SAID UTILITES OR, STRUCTURES PRIOR TO ANY EXCAVATION, TO EROSION DUE TO THE SLOPE RESISTANT CHARACTER OF THE MATERIAL ORDER DUMPSTERS CALL KDCO AT( 760)
436-4151. DESIGN , AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR EXISTING DRAINAGE DIRECTION
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF AS APPROVED BY THE CITY ENGINEER. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES.
PLACE TRASH CANS AND THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON, THE TO AGREES
COMMENCEMENT OF WORK. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM RECYCLING RECEPTACLES AROUND THE SITE. TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, SOILS ENGINEER'S CERTIFICATE
LEVEL FOR THE GROWTH OF THE HYDRO-SEEDED GROWTH.. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
A. SEWER -CSD : (760) 633-2770 PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF
THE ENGINEER AND HIS/HER AGENTS
B. GAS & ELECTRIC-SDGE: (760) 438-6300 3. HYDRO-SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE
OF SUCH AGENCY AND I, ROBERT CHAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
FOR LEAKS. CONTRACTOR MUST PROVIDE SECONDARY CONTAINMENT AND LOCATED PRINCIPALLY DOING BUSINESS IN THE THE FIELD OF APPLIED
SOIL MECHANICS,
C. WATER-O.M.W.D. (760) 753.6466 EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
D. TELEPHONE & SBC BELL: (760) 489-3411 A. SEED MIX SHALL CONSIST OF NO LESS THAN: PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
E. CABLE TV-COX COMMUNICATIONS: (760)806-9809 a. 20 Lbs. PER ACRE OF ROSE CLOVER. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM HE STREET, GUTTER,
AND WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN
-2233 b. 20 Lbs. PER ACRE OF ZORRO FESCUE STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT /�� /Z R�pEESSIUp�
THE DATES DECEMBER 10 2009 AND DECEMBER 14, 2009. ONE COMPLETE COPY
2. CONTRACTOR SHALL NOTIFY HE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO C. 3 Lbs. PER ACRE OF E SCHOOL CIA CALIFORNIA. MAY TRAVELED AWAY FROM CONSTRUCTION SITE.
BY I / L L! D // FT CNgti Fyc OF THE SOILS REPORT COMPILE FROM THIS STUDY, WITH R. RECOMMENDATIONS, AS, BUILT
BEGINNING ANY WORK O HIS PROJECT. PHONE: (760)633-2770 d. 4 Lbs. PER ACRE OF ACHILLEA MILLEFOLIA
ROB CHAN DATE W HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, t HAVE
e. 3 Lbs PER ACRE OF ALYSSUM CARPET OF SNOW) RCS; 24613 EXPIRES 72-31-2013 ~ CO3ij REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS
3. HE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. f. 1/2 Lbs. PER ACRE OF DIMORPHOLECA . FOR MORE INFORMATION ON STORM WATER POLLUTION
CONTROL MEASURES AND � Eyp,121311J�- Q INCLUDED IN THE SOILS REPORT FOR THIS PROJECT NAVE BEEN INCORPORATED
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OR ENCINITAS IN THE GRADING PLANS AND SPECIFICATIONS.
PHONE; (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION g. ITEMS c, d, e AND f OF THIS SUBSECTION MAY BE OMITTED ON COMPANY ADDRESS:
7915 SILVERTON AVENUE #317 d �
AT(760) 633-2770.WILL BE SUBJECT TO REJECTION AND REMOVAL. LOCATIONS WHERE THE AREA BEING HYDRO-SEEDED IS NOT SAN
DIEGO ,CA 92121 'fllC�� �
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. PHONE: (858) 586-1665
H. ITEM "a" OF THIS SUBSECTION MUST BE INOCULATED WITH A TRAINING ENGINEER'S JOB NO. 12-1147 J7
�( „i , _ z
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING BENCH IC �- t
OR BROADCASTING BEFORE HYDRO-SEEDING. CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS DESCRIPTION: FD WELL MONUMENT ROBERT
AN DA E pPOfESg/0 O$�R CHAN N 2s} I A
Ch`i
SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER R.C.E. : 24613 QYP oERTC (�
POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EXPIRES: 12-31-13 LOCATION; I RSECTIION-
��R Ai
�t
EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR &SHIELD AV.. ,,_5 FEET SOUTH OF _SEWER M.H.._,..-.__. N''"0198
BMP STATUS
FIRE PUBLIC WORKS MUST INFORM SUBCONTRACTORS ABOUT STORMWATEOi REQUIREMENTS AND THEIR OWN PARK & RECREATION - COMPANY ADDRESS:
"1' Z. 12,311 3 m
& 12 FEET NW.OF WATER GATE VALVE
7915 SILVERTON AVENUE 4 p,
APPROVED BY: RESPONSIBILITIES. SAN DIEGO, CA 92121 a /EGNNI ���
APPROVED BY: RECORD F M: CITY OF ENCINI �!F �� � Z
ELEVATION: 250,48 DATUM: CCS 83 , 1991.35 E H PHONE: (: JO 586-1665 O. 12- �CAI�r" STANDARD PROJECT
,
DATE: � Is w/a' DATE=-_? (� ^ (� PROVE DATE, US SURVEY FEET ENGINEER: N0. 72-1147 J7 �
NAVD88
REVISION APPROVED DATE REFERENCES DATE WATER: O.M.W D. SCALE PLANNING DESIGN BY:T VU DRAWN: TVU CHECK BY: ROBERT CHAN APPROVALS