2000-6635 G (Plans) '
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GENERA NO TES -NO TIFICA TION'
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND LEGAL DESCRIPTION
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EK V�AL
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ....... - ------- ALL OF THE NORTHWEST QUARTER
OF THE NORTHEAST QUARTER OF THE
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 47�
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLA NS. HOWEVER.- 4k
NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15,
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR r =
TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN
TO ANY REQUEST FOR INSPECTION.
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THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA.
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2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL EVALUATION MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
PROPOSED 4 LOT SUBDIVISION OF REOUEZA AVE, ENCINITAS AREA,
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID V'T_1V
CALIFORNIA PREPARED BY GEOSOILS, INC. DA TED
UTILITIES OR SUBSTRUCTURES PRIOR TO ANY EXCAVATIONS FOR
APRIL 23, 1999 SHALL BE CONSIDERED AS A PART OF THIS GRADING LEGEND
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WIT14 THE .......
COMMENCEMENT OF WORK.
RECOMMENDATIONS AND SPECIFICATION CONTAINED IN SAID REPORT. r
QUANTITY
DESCRIPTION DWG.NO. SYMBOL
A. SAN DIEGO GAS & ELECTRIC 1-800-422-4133
B. PACIFIC TELEPHONE COMPANY -800-422-4133
3. APPROVAL OF T141S PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, I
LINED DITCH
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS C. SAN DIEGUITO WATER DIST 760-633-2709
PAkCE
WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR D. ENCINITAS SANITARY DISTRICT 760-633-2709
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THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. E. CABLE TV (DANIELS CABLE) 760-438-7723 1+ CUT
SLOPE V
PARCEL 3
WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. FILL SLOPE
4. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS (2:1)
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PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) j
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO N
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 633-2770. PAD ELEVATION 384.5
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR War 72. 0 8 00)
EXISTING PRIOR TO GRADING. '!!". i I
Bay
INSPECTION. PHONE: (710) 633-2770. ALL WORK PERFORMED SPOT ELEVA TION: PROPOSED (EXIST.)
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION 'PA RCEL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND 25 50 floo PROPOSED SWALE (1-7,)
SURVEYOR. PROPERTY LINE -
REPLACED BY A REGISTERED CIVIL ENGINEER OR A'LICENSED LAND
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7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3 1
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED
PROPOSED CONTOUR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH SOILS ENGINEER OR UNDER HIS DIRECTION HEISHE SHALL OBSERVE k I-,-, t A
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STANDARDS, LAWS AND REGULATIONS. AND TEST EXCAVATION PLACEMENTS AND -COMPACTION OF FILLS, AND DA YLIGHLjW&,
BACKFILLS AND COMPACTION OF TRENCHES. HEISHE SHALL SUBMIT
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A SOILS REPORT AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF
EROSION CONTROL DETAIL QUANTITY
STRUCTURES FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATION, HEIS14E
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER .......... %\
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CITY RECOGNIZED HOLIDA YS. OR UNDER HISIHER SUPERVISION AND THAT IN HIS -OPINION, ALL T
EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-GRADING MEETING
WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.- CITY
SANDBAGS (TYP.)
INSPEC TOR, CI VIL 1
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EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 190 EA.
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
--------------------
AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER.
SIL T FENCE (TYP.) 218 LF.
HEIHER SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY
TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND D. EROSION CONTROL
INDEX MAP
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERA TION. J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO THE FILLED AND 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT
SCOTT BERNET
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD AT (6192 237-9433. 24 HOURS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 2. EQUIPMENT AND WORKERS
FOR EMERGENCY WORK SHALL BE MADE
AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SURFACE UPON THE WHICH FILL IS TO BE PLACED. LOOSE FILL AND AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL
UNDER PERMIT NO. HAS BEEN PREPARED IN SUBSTANTIAL CONFOR- ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL B. 5 FEET OR
MOPE HEIGHT IN CUT AREAS, UNLESS 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000
MANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE
-GRADED PLAN pip OF 6" AND THEN COMPACTED TO A A41NIMUM OF 90 PERCENT. IT ACILITATE RAPID CONSTRUCTION OF
CONVENIENT LOCATIONS TO F LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED,
AS THIS STATEMENT SHALL BE FOLLOWED BY THE DATE TEMPORARY DEVICES WHEN RAIN IS IMMINENT. EROSION RESISTANT CHARACTER OF THE
MATERIAL AS ALL OR PART, FOR HYDRAULICALLY APPLIED FOR FIBER MATERIAL.
AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING SHALL BE THE CONTRACTOROS RESPONSIBILITY TO PLACE. SPREAD, APPROVED BY
THE CITY ENGINEER.
OPERA TION. WATER AND COMPACT T14E FILL IN STRICT ACCORDANCE . WITH WHEN STRAW IS USED IT MUST BE ANCHORED
TO THE SLOPE BY
SPECIFICA TION. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL
OF MECHANICALLY PUNCHING NO LESS 507. OF THE STRAW INTO
12. A MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) AS SET FORT14 IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE SOIL AT
T14E OPTIMUM LEVEL FOR THE GROWTH THE SOIL.
THE ENVIRONMENTAL INITIAL ASSESSMENT PREPARED BY HELIX ENVIRONMENTAL 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE OF
THE HYDROSEED MIX.
PLANING, INC. DATED OCTOBER 12, 1999 HEREIN REFERENCED, SHALL BE ESTABLISH TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16- 00
BY THE AND FUNDED DEVELOPER OR PROPERTY OWNER. THE AMOUNT OF FUNDS SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 4. THE CONTRACTOR
SHALL RESTORE ALL EROSION CONTROL DEVICES TO 4)
NECESSARY TO IMPLE14ENT THE MMRP WILL BE DETERMINED BY THE COMMUNITY PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER J. HYDROSEEDING MIX SHALL CONSIST OF ALL OF 20-0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. I
DEVELOPMENT AND ENGINEERING SERVICES DEPARTMENTS PRIOR ISSUANCE OF ANY LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND EACH RUN-OFF PRODUCING
RAINFALL. T14E FOL L 0 WING. PER A CRE. Do
PERMITS FOR THE PROJECT. MITIGATION MEASURES SET FORTH IN THE INITIAL STUDY OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT
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AND MADE CONDITIONS OF THIS APPROVAL INCLUDE THE FOLLOWING. SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED 5. THE CONTRACTOR SHALL
INSTALL ADDITIONAL EROSION CONTROL SEED A41X SHALL CONSIST OF NO LESS THAN: AREAS TO BE HYDROSEED SHALL BE PREPARED PRIOR TO rmvmm&. m A a%=
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AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO A. 20 LBS.
PER ACRE OF ROSE CLOVER L4 j
GEOLOGY AND SOILS ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES B. 20 LBS.
PER ACRE OF ZORRO FESCUE H YDROSEEDING 8 Y.- "Z
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL WHICH MAY ARISE. C. 3 LBS. PER A CRE OF E SCHOOL CIA
4
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE CALIFORNIA 1. ROUGHENING THE SURFACE TO BE PLANTED
BY ANY OR A
1. PROJECT CONSTRUCTION WILL REQUIRE THAT ALL UNSUITABLE SURFACE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE 6. THE CONTRACTOR
SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA COMBINA TION OF: �3
MATERIALS WILL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED FILL. BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHEN E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF A. TRACK WALKING SLOPES STEEPER THAN 6:1 Lo
AL OF LOCATION OF DEBRIS FILL SHALL SNOW) B. RIPPING AREAS THA T WILL NOT BREAK UP USING ITEM A
2. PROJECT CONSTRUCTION WILL REQUIRE PLACEMENT OF SANDBAGS AND UNSIGHTLY DEBRIS. APPROV IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
AND SILT-FENCING AT APPROPRIATE LOCATIONS TO PREVENT EROSION BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR F. 112 LB.
PER ACRE OF DIMORPHOLECA ABOVE. C
AND SUBSEQUENT TRANSPORTA TION OF SEDIMENT OFF-SITE. TO DISPOSAL OF ANY SUCH MATERIAL. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
G. ITEMS C, Do E, AND F OF THIS SUBSECTION R-01, NO. SM Lo CN
2. CONDITIONING THE SOIL SO THA T IT IS SUITABLE FOR
GRADING PLAN SHALL BE INCORPORA TED HEREON. MAY BE OMITTED ON LOCATIONS WHERE THE PLANTING BY: 4431109
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HAZARD�jLHAZARDOUS MATERIALS 6. NO GRADING PERMITS SHALL BE ISSUED FOR THIS SUBDIVISION PRIOR AREA BEING HYDROSEEDED IS NOT VISIBLE
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TO RECORDA TION OF THE FINAL MAP, OR THE CITY HAS DEEMED THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WAY FROM
EITHER A PUBLIC STREET OF OF A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A
J. ALL TRASH, DEBRIS, AND STOCKPILED AGRICULTURAL MATERIALS WITHIN FINAL MAP TECHNICALLY CORRECT. FROM THE FACE OF SLOPE AT THE CONCLUSION OF
EACH WORK DAY. RESIDENTIAL STRUCTURES. DAMP BUT NOT SATURATED SEED BED.
THE PROPERTY SHALL BE DISPOSED OF OFF-SITE, IN ACCORDANCE WITH H. ITEM A OF THIS SUBSECTION MUST BE B. THE ADDITION
OF SOIL AMENDMENTS, PH ADJUSTMENTS,
CURRENr LOCAL, STATE, AND FEDERAL DISPOSAL REGULATIONS. THE SMALL 7. THE DEVELOPER SHALL OBTAIN A GRADING PERMIT PRIOR TO THE 9. ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT INOCULATED WITH A NITROGEN FIXING LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE
PLASTIC AND METAL DRUM AND THEIR CONTENTS SHALL BE REMOVED FROM COMMENCEMENT OF ANY CLEARING -OR GRADING OF THE SITE. THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY RAIN BACTERIA AND APPLIED DRY EITHER BY CONDITIONS FOR GROWTH.
THE SITE IN ACCORDANCE WITH CURRENT LOCAL, STATE AND FEDERAL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407o). SILT AND DRILLING OR
BROADCASTING BEFORE HYDROSEED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
DISPOSAL REGULATIONS FOR PETROLEUM WASTE PRODUCTS. 8. THE GRADING FOR THIS PROJECT IS DEFINED IN CHAPTER 23,24 OF OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL. HYDROSEEDING. GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR,
4. THE SMALL SURFACE AREA, STAINED BY WHAT APPEARS TO BE PETROLEUM THE ENCINITAS MUNICIPAL CODE, GRADING SHALL BE PERFORMED UNDER 10. SHOULD
GERMINATION OF' HYDROSEEDED SLOPES FAIL TO PROVIDE I. ALL SEED MATERIALS SHALL BE TRANSPORTED FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING,
THE OBSERVA TION OF A CIVIL ENGINEER WHOSE RESPONS181LITY IT SHALL UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY
RELEASED.
PRODUCTS, SHALL BE REMOVED FROM 1 PROPERTY AND DISPOSED OF BE TO COORDINATE SITE INSPECTION AND TESTING TO INSURE COMPLIANCE PRIOR TO TO
THE JOBSITE IN UNOPENED CONTAINERS
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE
FOLLOWING CURRENT LOCAL, STATE, AND FEDERAL DISPOSAL REGULATIONS. WI
OF THE WORK WITH THE APPROVED GRADING PLAN, SUBMIT REQUIRED NOVEMBER 15, THE SLOPES SHALL BE. STABILIZED WITH PUNCHED TH THE CALIFORNIA
DEPARTMENT OF FOOD
REPORTS TO THE ENGINEERING SERVICES DIRECTOR AND VERIFY STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE AND AGRICULTURE CERTIFICATION
TAG ATTACHED
5. ANY BURIED TRASHIDEDRIS ENCOUNTERED SHALL BE EVALUATED BY AN COMPLIANCE WITH CHAPTER 23,24 OF THE ENCINITAS MUNICIPAL CODE. EROSION AND SEDIMENT
CONTROL HANDBOOK OF THE STATE OF TO, OR PRINTED ON SAID CONTAINERS.
EXPERIENCED CONSULTANTS PRIOR TO REMOVAL, AND DISPOSAL OF FOLLOWING 9. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT UNLESS CALIFORNIA DEPARTMENT
OF CONSERVATION. LARTHWORK
CURRENT LOCAL, STATE, FEDERAL DISPOSAL REGULATIONS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE
A LETTER OF PERMISSION IS OBTAINED FROM THE OWNERS OF THE AFFECTED ADDED TO THE HYDROSEED SLURRY AT THE FIL L .........
5400 C. Y.
PROPERTIES. E. H YDROSEED g ob
10. A SEPARATE GRADING PLAN SHALL BE SUBMITTED AND APPROVED AND A IMPORT ........ 3610 C.Y.
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE
SEPARATED GRADING PERMIT ISSUED FOR THE BORROW OR DISPOSAL SITE GRADED 6:1 (HORIZONATAL TO VERTICAL) OR STEEPER WHEN
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IF LOCATED WITHIN THE CITY LIMITS. THE Y A RE:
tn 11. ALL NEWLY CREATED SLOPES WITHIN THIS PROJECT SHALL BE NO STEEPER 0 WNER CER TIFI CA TE.-
z THA 2.' 1. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. DECLARA TION OF RESPONSIBLE CHARGE
12. A SOILSIGEOLOGICAL114YDRAULICREPORT (AS APPLICABLE) SHALL BE PREPARED I HEREBY CERTIFY THAT A REGISTERED SOILS
0 BY A QUALIFIED ENGINEER LICENSED BY THE STATE OF CALIFORNIA TO SOILS ENGINEERS CERTIFICA TE:
u ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE I HEREBY DECLARE THA T I AM THE ENGINEER Of' WORK FOR
TH/S'
ENCINITAS PERFORMED SUCH WORK. SUCH REPORT SHALL BE SUBMITTED AND APPROVED: RETAINED To SUPERVISE OVER-ALL GRADING
PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
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< PRIOR TO FINAL APPROVAL. ACTIVITY AND ADVISE ON THE COMPACTION DESIGN OF THEPROJECT AS DEFINED IN
THE SECTION 6703 OF THE
A REGISTERED CIVIL ENGINEER IN THE AND STABILITY OF THE SITE. BUSINESS AND PROFESSIONS CODE, AND THAT THE
DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
13. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
cn (n Ln CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT BY.- V.0�'�V%0 DA TE.-_3_-_Et- _0
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING STUDY OF THE SOILS rr I UNDERSTAND THAT THE C14ECK OF THIS
PROJECT DRAWINGS AND
TO AND RECEIVE APPROVAL FROM THE ENGINEERING SERVICES DIRECTOR FOR
z CONDITION PREVALENT WITHIN THE SITE WAS MADE By OR UNDER MY DIRECTION
REQUEZA ST OWNER.- SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A
ONE REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
APRIL 23, 1999 cA,2�0 _Z
BETWEEN THE DATES Z4
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL Z ZC
CONDITIONS AND REQUIREMENTS THE ENGINEERING SERVICES DIRECTOR MAY COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, zw7z'Ft?
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u WITH MY OF MY RESPONSIBILITY FOR THIS PROJECT DESIGN.
IMPOSE WITH REGARDS To THE HAULING OPERATION. RECOMMENDATION. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
PROJECT 14. IN ACCORDANCE WITH SECTION 23.24.370 (A) OF THE MUNICIPAL CODE, NO FURTHERMORE. I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THA T THE 04 5NIX, 4 z
rrl= RECOMMENDAXIONS INCLUDED IN THE SOILS REPORTS FROM THIS PROJECT HAVE
sl I E; GRADING PERMIT SHALL BE ISSUED FOR WORK OCCURRING BETWEEN OCT08ER BEEN INCOR�ORA TED IN �H
VICINITY MAP 1ST OF ANY YEAR AND APRIL 15TH OF THE FOLLOWING YEAR, UNLESS THE E GRADING PLANS AND SPE��PCA_. NS.
N. T. S. PLANS FOR SUCH WORK INCLUDE DETAILS OF PROTECTIVE MEASURES, BARTOLOME J. DA TE:
COMMUNITY DEVELOPMENT
SIGNED
INCLUDING DESILTING BASIN OR OTHER TEMPORARY DRAINAGE OR CbNTROL
. '. 8, 'PIP, APPROVED
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