2007-674 G (Plans) WORK TO BE DONE GRADING PLAN FOR - LEGEND:
A. GENERAL NOTES D. EROSION CONTROL ITEM STD.DWG.NO. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH G A R R E� RESIDENCE ,. I N CASE EMERGENCY WORK IS REQUIRED, CONTACT PROPERTY LINE
- -
THESE PLANS, THE STANDARD SPECIFICATIONS TOM SANFORD AT (760) 685 -1936, 24 HOURS. EXISTING TOPO
2.
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN EQUIPMENT AND WORKERS FOR EMERGENCY WORK LAND SURVEYING DA : 12/2002
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS 264- A P N 1 3 2 2 0 B E L LA C O L I N A ■ SHALL MADE AVAILABLE ALL TIMES DURING
PROPOSED GRADING
AND THE SAN DIEGO AREA REGIONAL STANDARD THE RAINY SEASON. ALL NECESSARY ESSARY MATERIALS EXIST BERM
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM I SHALL BE STOCKPILED ON SITE AT CONVENIENT EXISTING SPOT ELEVATION
X105
SHALL BE APPROVED BY THE CITY ENGINEER B NOTIFICATIONS LOCATIONS TO FACILITATE RAPID CONSTRUCTION PROP05ED SPOT
ELEVATION -1-959.9
PRIOR TO ANY REQUEST FOR INSPECTION. 1. THE EXISTENCE LOCATION OF UNDERGROUND OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT. EXISTING SEWER MAIN S
�v UTILITY PIPES AND STRUCTURES SHOWN ON THESE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR EXISTING WATER
MAIN w
2. THE SOILS REPORT TITLED "GARRETT RESIDENCE 3220 PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE MODIFIED WITHOUT THE APPROVAL
OF THE EXI5TING 6A5 MAIN GAS
BELLA COUNA" PREPARED BY COMPACTION ENGINEERING, INC A
ON AUG 20, 2003 UPDATED BY TERRA TECHNOLOGY ENGINEERING, INC RECORDS. S THE BEST OF OUR KNOWLEDGE THERE ENGINEERING
INSPECTOR. DAYLIGHT LINE/LIMITS OF GRADING CUT
AUG. 20, 2007 & DEC. 7, 2007, SHALL BE CONSIDERED AS ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
A PART OF THIS GRADING PLAN. ALL GRADING SHALL THESE PLANS HOWEVER: TIMATE 4. THE CONTRACTOR
SHALL RESTORE ALL EROSION FILL
CONTROL DEVICES TO WORKING ORDER TO THE R/W LINE UL R W
/
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ,{� SATISFACTION OF THE CITY ENGINEER AFTER PROP05ED FLOW LINE
< °
AND SPECIFICATIONS CONTAINED IN SAID REPORT. gy p' THE CONTRACTOR IS REQUIRED TO TAKE DUE EACH RUN -OFF PRODUCING
RAINFALL. D
DOVE PRECAUTIONARY MEASURES TO PROTECT ANY 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EXISTING AC PAVING
a . • g ° ;
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE HOLLOYV LN EXISTING UTILITIES OR STRUCTURES LOCATED EROSION CONTROL MEASURES
AS MAY BE REQUIRED
APPROVAL OF SIZES, LOCATION AND TYPE OF OLIVENHAIN R
AT THE WORK SITE. IT IS THE CONTRACTOR'S BY THE CITY ENGINEER DUE TO UNCOMPLETED
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS RESPONSIBILITY TO CONTACT THE FOLLOWING GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
PROPOSED PGG PAYING ',• ;:.,::..., ��
WITHIN STREET RIGHT -OF -WAYS. SEPARATE Z OWNERS OF SAID UTILITIES OR STRUCTURES WHICH MAY ARISE.
W
APPROVALS AND PERMITS FOR THESE SHALL BE m FORTUNA IzpNGH PRIOR TO ANY EXCAVATION, FOR VERIFICATION PROP05ED BMP
AREA WITH FLOW OC
REQUIRED IN CONJUNCTION WITH IMPROVEMENT r AND LOCATION OF UTILITIES AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL INDICATOR, NOT TOBEMODIFYEDWITHOUT
PLANS. NOTIFICATION OF COMMENCEMENT OF WORK: TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC CITY PERMIT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR Z R4ti�� �OUpGK BELL a. SEWERS : CARDIFF SEWER DISTRICT TRESPASS ONTO AREAS
WHEN IMPOUNDED WATERS
GoLINA CREATE A HAZARDOUS CONDITION. PROPOSED RET. WALL G -3
ANY OFF -SITE GRADING. 13 j� PH # 760 - 633 -2770 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE ROCK
SEEDED INTO SLOPE
PROJECT b. GAS & ELECTRIC - SDG &E - 1- 800 - 227 -2600
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS > cc�
3 APPROVED GRADING PLAN SHALL BE INCORPORATED PROP05ED CONCRETE DRAINAGE DITCH D -15
REQUIRED TO PROTECT ADJACENT PROPERTIES nth ST. LOCATION c. WATER OLIVENHAIN MUNICIPAL WATER DISTRICT HEREON.
EXI5TIN6 CONCRETE DRAINAGE DITCH D -15
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR PH # 760 - 753 -6466 8. GRADED AREAS AROUND THE PROJECT PERIMETER
PROTECT IN PLACE
EXISTING CONCRETE DRAINAGE DITCH D -15
DESTROYED SHALL BE REPLACED OR REPAIRED TO EL CAMINO DEL NORTE d. TELEPHONE - SBC COMMUNICATIONS - MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT TO BE REMOVED
CONDITION EXISTING PRIOR TO GRADING. 1- 800 - 310 -2355 THE CONCLUSION OF EACH WORK DAY. El
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY ENCINITAS BLVD. GATGH BA51N WITH VEHICULAR GRATE,
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL ND5 MODEL # 1800
MONUMENT OR BENCH MARK WHICH IS DISTURBED LANDSCAPE ATRIUM DRAIN, 4" N05 MODEL #'18
OR DESTROYED SHALL BE RE- ESTABLISHED AND , 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S BE IN PLACE AT THE END OF
EACH WORKING DAY INSTALL IN ALL PLANTER AREAS DRAIN TO BE
REPLACED BY A REGISTERED CIVIL ENGINEER ` OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK WHEN THE FIVE (5) DAY RAIN
PROBABILITY INSTALLED AT FINISHED GRADE
1 ON THIS PROJECT. PHONE: (760) 633 -2770 FORECAST (AFTE
OR A LICENSED LAND SURVEYOR. AND OTHER DEBRIS SHALL R
VICINITY MAP q BE REMOVED EACH 5RA55 DECK DRAIN, 4" 5RA55 1�5 MODEL
. THE CONRACTOR SHALL GIVE 24 HOURS NOTICE ON RAINFALL. #IIOB INSTALL IN ALL PAVED AREAS
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND NOT SCALE I� CALLS FOR INSPECTION. PHONE: (760) 633 -2770 ENERGY
DISSIPATER, REFER TO 5DRSD G,ALLOUT 0-40
MAINTAIN ALL SAFETY DEVICES, INCLUDING I ALL WORK PERFORMED WITHOUT BENEFIT OF 10. SHOULD GERMINATION OF HYDROSEEDED
SLOPES FAIL LOCATED ON PLANS
SHORING, AND SHALL BE RESPONSIBLE FOR INSPECTION WILL BE SUBJECT TO REJECTION AND TO PROVIDE EFFECTIVE COVERAGE OF GRADED
CONFORMING TO ALL LOCAL, STATE AND FEDERAL REMOVAL. SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, WO PVC PIPE PER 5DR
-55
SAFETY AND HEALTH STANDARDS, LAWS AND
""�� THE SLOPES SHALL BE STABILIZED WITH PUNCHED
REGULATIONS. I�/11 05 ON -SITE CONSTRUCTION MATERIAL STORAGE STRAW INSTALLED IN ACCORDANCE WITH SECTION
L o z SOILS ENGINEER'S CERTIFICATE
C. GRADING NOTES 35.023 OF THE EROSION AND SEDIMENT CONTROL
8. GRADING EQUIPMENT OPERATING WITHIN - STORED MATERIALS SHALL BE CONTAINED IN A HANDBOOK OF THE STATE OF CALIFORNIA
I, DALE R. REGLI A REGISTERED PROFESSIONAL ENGINEER IN
ONE -HALF (1/2) MILE OF A STRUCTURE FOR SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 1. ALL GRADING SHALL BE OBSERVED AND
TESTED BY DEPARTMENT OF CONSERVATION. THE STATE OF CALIFORNIA, PRINCIPALLY DOING
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED CONTRACTOR SHALL STORE THESE PRODUCTS WHERE STORMWATER POLLUTION. CONTROL A QUALIFIED SOILS ENGINEER
OR UNDER HIS BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. dCG_SZZZ THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR DIRECTION. HE SHALL OBSERVE
AND TEST THE HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL $MP NOTES RELATIVE TO EXCAVATION
PLACEMENT AND COMPACTION OF FILLS E. HYDRO -SEED SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
STORED ON -SITE. AND BACKFILLS AND COMPACTION OF TRENCHES. HE 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT
MADE BY ME OR UNDER MY DIRECTION BETWEEN THE
HOLIDAYS. - ELIMINATE OR REDUCE POLLUTION OF STORMWATER CONSTRUCTION ACTIVITIES SHALL SUBMIT SOILS REPORTS AS REQUIRED AND ARE
GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN DATES FROM AUGUST 20, 2003 AND JANUARY 20. 2005.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY WILL DETERMINE THE SUITABILITY OF ANY
FILL THEY ARE: ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE CONCRETE WASHOUT MATERIAL. UPON
COMPLETION OF GRADING FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL APPROXIMATE EARTHWORK AGGREGATE BASE, ETC.. STOCKPILES SHALL BE LOCATED A.
THREE FEET.OR MORE IN HEIGHT IN FILL AREAS.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND QUANTITIES AWAY FROM CONCENTRATED STORMWATER FLOWS AND CONTRACTOR SHALL ESTABLISH AND USE AN
OPERATIONS HE SHALL STATE THAT OBSERVATIONS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ADEQUATELY SIZED CONCRETE WASHOUT AREA TO AND TESTS WERE MADE BY HIM OR UNDER HIS B. 5 FEET OR MORE IN HEIGHT IN
CUT AREAS, UNLESS SLOPE ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
PERMITTEE. THE PREGRADING MEETING SHALL BE SCHEDULED STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR CONTAIN WASHOUT WASTES ON SITE. IT IS
ILLEGAL TO SUPERVISION AND THAT IN HIS OPINION, ALL IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY TOTAL FILL = 5,066 CY PROTECTED WITH SOIL STABILIZATION MEASURES AND WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED CHARACTER OF THE MATERIAL AS APPROVED LTY THE CITY INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT
CALLING (760) 633 -2730 TOTAL CUT = 2,104 CY PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AND THE LIKE INTO THE STORMWATER CONVEYANCE IN
GENERAL ACCORDANCE WITH THE APPROVED ENGINEER. HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO IMPORT AMT. = 2,962 CY AROUND THE PERIMETER AT ALL TIMES. SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL GRADING PLANS AND THAT ALL EMBANKMENTS AND 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SPECIFICATIONS.
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT, POST A SIGN DESIGNATING THE WASHOUT LOCATION EXCAVATIONS ARE ACCEPTABLE FOR
THEIR INTENDED USE. SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE R0 FESS10A,
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL EARTHWORK QUANTITIES ARE APPROXIMATE TRAINING . l D p�
• a , q�
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL HYDRO- SEEDED GROWTH SIGNED: .4 i� �- • �� R F
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. AND TO BE USED FOR PERMIT PURPOSES ONLY. EXCAVATED SURFACES TO PROVIDE POSITIVE
3. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION CONSTRUCTION SITE ACCESS RCE NO.: GE -713 v
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND ACTUAL QUANTITIES MAY VARY DUE IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
DRAINAGE AND PREVENT PONDING OF WATER. HE 1. SEED MIX SHALL CONSIST OF NO LESS THAN: y a Z
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH TO SHRINKAGE &SWELL FACTORS. FAMILIAR WITH THE CITY OF' ENCINITAS STORMWATER A STABILIZED CONSTRUCTION
SITE ACCESS SHALL BE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE A. 20 LBS. PER ACRE OF ROSE CLOVER EXP. DATE: 9/30/09 w No. GE -713 m
REGARDS TO THE HAULING OPERATION. POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES PROVIDED FOR VEHICLES EGRESS AND INGRESS TO TO ADJOINING
PROPERTIES OR TO FINISHED WORK B. 20 LBS PER ACRE OF ZORRO FESCUE BY: DALE R. REGLI w EXP. 9 -30 -2009
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING AVERAGE DEPTH OF CUT SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. PREVENT. TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE ON THE SITE AND SHALL TAKE REMEDIAL MEASURES C. 3 LBS, PER ACRE OF E SCHOOL CIA CALIFORNICA P.O. BOX 301061
J+
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AN 39.956 C.F. = 4.4 FT. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR USING MATERIAL SUCH AS GRAVEL
AND /OR CORRUGATED TO PREVENT EROSION OF FRESHLY GRADED AREAS D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA ESCONDIDO, CA 92030 �q� CI IL
UNTIL SUCH FINAL RELEASE OF SECURITY, AN AS- GRADED 9,081 S.F. MUST INFORM SUBCONTRACTORS ABOUT STORMWATER
STEEL PANELS /PLATES. EROSION CON R MEASURES AS PERMANENT HAVE BEEN F. /2 LB. PER
HOL CA (CARPET OF SNOW) (760) 740 -0826 FOFCAU��
CERTIFICATION SHALL BE PROVIDED STATING: " THE REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. G. ITEMS C, D, E, AND F OF
THIS SUBSECTION MAY BE
GRADING UNDER PERMIT NO. 674 -G
HAS BEEN AVERAGE DEPTH OF FILL CONSTRUCTION VEHICLES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO
BE FILLED AND FILL SHALL BE PLACED IN OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRO- SEEDED OWNER'S
CERTIFICATE
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 133.377 C.F. = 4.8 FT. WASTE MANAGEMENT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN
IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
APPROVED GRADING PLAN OR AS SHOWN ON THE 27,787 S.F. - CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES STRUCTU °ES, IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES
ATTACHED AS- GRADED PLAN'. THIS STATEMENT VEGETABLE MATTER AND OBJECTIONABLE MATERIAL TO THESE PLANS.
MAX. VERT. CUT = 7.0 DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT SHALL BE REMOVED
BY THE CONTRACTOR FROM THE H. ITEM A' OF THIS SUBSECTION MUST BE INOCULATED WITH IT IS rURTHER AGREED THAT THE OWNER (DEVELOPER SHALL
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE A NITROGEN FIXING BACTERIA
AND APPLIED DRY EITHER BY HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES,
MAX. VERT. FILL = 5.0 SURFACE UPON WHICH THE FILL IS TO BE PLACED.
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH ON THE GROUND, WHERE WATER CAN CARRY THEM INTO OFF -SITE.
GRADING OPERATION. STEEPEST EXISTING THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
DRILLING OR BROADCASTING BEFORE HYDRO- SEEDING. CI1Y NECES NECESSARY FOR THE
AND
: - NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED REMOVED TO SUITABLE FIRM NATURAL GROUND. THE I. ALL SEED MATERIALS
SHALL BE TRANSPORTED TO THE DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVE -
NATURAL SLOPE ON - SITE 24% INTO STORMWATER. BERMS /DIKES SHALL BE PLACED EROSION CONTROL EXPOSED SOILS SHALL BE SCARIFIED TO A
DEPTH THE JOB -SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA MENTS.
OWNER SITE ADDRESS AROUND DUMPSTERS TO DIVERT THE NATURAL STORM EROSION CONTROL MUST BE PROVIDED FOR ALL OF 6 INCHES AND THEN
COMPACED TO A MINIMUM OF 90 DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
DUMPSTERS SHALL BE CHECKED FREQUENTLY PERCENT. IT SHALL BE THE CONTRACTORS I HERBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR
RUNOFF. EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY ATTACHED T0, OR PRINTED ON SAID CONTAINERS. GEOLOGIST HAS
BEEN OR WILL BE RETINED TO SUPERVIg
C �•� yAE , WATER
950 CHR RANCHO SANTA DE GGARRETT 3220 64-090 -_ 31 ALL TIMES DUMPSTERS WI L L RE SHALL BS PLACED SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
RES PO SIBILI FIT O IN LAC ACCORDANCE WITH AN D J. NON - P HYTO -TO WETTING AGENTS MAY BE ADDED TO QVE G ADING ETSITE AND ADVISE OF THE COMPACT]ON
ENCINITAS, CA 92024 ENCINITAS, CA 92024 WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR EROSION RESISTANT SURFACES SUCH AS EROSION SPECIFICATIONS.
THE HYDRO -SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. A t it
PH: (760) 580 -4999 COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT CONTROL MATS, ADEQUATE GROUND COVER VEGETATION,
DATE:
WITH ANY TRASH MATERIAL. AND BONDED FIBER MATRIX. 4. CUT AND FILL SLOPES SHALL BE CUT AND R NEAR TRIMMED K. NATIVE
LOSS BIOLOGICAL OPEN SPACE SPACE E EASEMENTS MIX TO BE USED FOR THE AREAS RIS . N.E GARRETT
- MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, - NO EXCAVATION AND GRADING ACTIVITIES ARE TO FINISH GRADE TO PRODUCE SMOOTH
SURFACES SEMENTS (SEE SPECIES LIST ®SHT 2). � DATE. F. *
ASSESSOR'S PARCEL NO.: WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT ALLOWED DURING WET WEATHER. AND UNIFORM CROSS SECTIONS.
THE SLOPES OF 4. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN FARIDA GARRETT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE - DIVERSION DIKES SHALL BE CONSTRUCTED TO EXCAVATIONS AND EMBANKMENTS SHALL
BE SHAPED, 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. PLANTED AND TRIMMED DIRECTED BY THE SUBSTITUTED
STATEMENT OF ENGINEER OF WOR
APN: 264 - 090 -31 K
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS , ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF CONTRACTOR SHALL PROTECT CHANNELS AGAINST ENGINEER OF WORK AND L LEFT IN A NEAT
AND MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE
LEGAL DESCRIPTION HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE EROSION USING PERMANENT AND TEMPORARY EROSION
PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
ORDERLY CONDITION. ALL STONES, ROOTS AND SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE
HOTLINE TOLL FREE AT (800) 714 -1195. FOR CONTROL MEASURES. OTHER WASTE MATTER EXPOSED OR EXCAVATION OR STRAW INTO THE
SOIL. GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS - REMOVE EXISTING VEGETATION ONLY WHEN EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
ENGINEER'S TRADE PROFESSION. THE ENGINEER
PARCEL 2 OF PARCEL MAP NO. 9944, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
LOOSENED SHALL BE REMOVED AND DISPOSED OF . 5. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, FURTHER AGREES THAT THE WORK PERFORMED HEREIN
CALL EDCO AT (760) 436 -4151. 16 -20 -171, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. SHALL BE IN
ACCORDANCE WITH THE RULES AND
CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 24, 1980 - POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. CONDUCTED
IN PHASES TO AVOID UNNECESSARY THE TOE AND TOP OF ALL SLOPES SHALL BE REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE
PLACE TRASH CANS AND RECYCLING RECEPTACLES
AS INSTRUMENT NO. 80- 139570 OF OFFICAL RECORDS. REMOVAL OF THE NATURAL GROUND COVL ?. DO NOT PER ACRE IN ACCORDANCE
WIT H THE GRADING ENGINEER AGREES THAT ANY PIANCHECK OR REVIEW
AROUND THE SITE. REMOVE TREES OR SHRUBS UNNECESSARIi THEY HELP ORDINANCE. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED
PRIOR TO PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS
- PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER DECREASE EROSION. HYDRO- SEEDING BY: A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE
AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR - TEMPORARY VEGETATION MUST BE PLANTED ON 5. ALL TREES, BRUSH, GRASS, AND OTHER
ENGINEER IS NOT A DETERMINATION BY THE CITY OF
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE SLOPES OR WHERE CONSTRUCTION IS 'NOT IMMEDIATELY OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
6. ROUGHENING THE SURFACE TO BE PLANTED BY ANY C +R A ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY
TOPOGRAPHY : PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PLANNED FOR EROSION CONTROL PURPOSES. EROSION PILED OR OTHERWISE DISPOSED
OF OFF THE SITE COMBINATION OF: OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT
BASED UPON DECEMBER
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