1999-6080 G (Plans) GRADING NOTES NOTIFICATIONS HYDROSEED OWNER'S CERTIFICATE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES SHOWN ON THESE 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) WE HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE OR STEEPER WHEN THEY ARE: TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED 14-UNIT CONDOMINIUM UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE w a
COMPLEX" PREPARED BY H THERINGTON ENGINEERING, INC., DATED OCTOBER 15, 1999, SHALL CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, FOR TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. ATE: QQ�___ �- -----_ DATE:_
BE CONSIDERED AS A PAR OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF WORK: KE TH W. WAGNER // ROBERT J. LUSITANA
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT
THE OPTIMUM LEVEL FOR THE
A. SEWERS - (LCWD) (760) 752-0155 GROWTH- OF THE HYDROSEEDED GROWTH.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF B. GAS & ELECTRIC - (SDG&E) (800) 422-4133 3.
HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: - - R DATE: L� --
APPROVALS FACILITIES, NOR OF
ORITHESSE SHALL E REQUIRED RIGHT-OF-WAYS.
IMPROVEMENT C. WATER - (SDWD) (760) 633-2848 1. SEED MIX SHALL CONSIST OF NO LESS THAN: CO D WA
R WANDA H. WAGNE
PLANS. a. 20 LBS. PER ACRE OF ROSE CLOVER
D. TELEPHONE - (PACIFIC BELL) (800) 422-4133 b. 20 LBS. PER ACRE OF ZORRO FESCUE
4. WRITTEN PERMISSION HALL BE OBTAINED FOR ANY OFF-SITE GRADING. c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA
E. CABLE TV - (COX) (800) 422-4133
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 LBS.
PER ACRE OF ALYSSUM (CARPET OF SNOW) LEGAL DESCRIPTION
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK . 1/2 LB. P
REPLACED OR REPAIRED T f PER ACRE OF DIMORPHOLECA
CONDITION EXISTING PRIOR TO GRADING. ON THIS PROJECT. PHONE (760) 633-2770. f. ITEMS c, E e, and f OF THIS SUBSECTION MAY BE
OMITTED ON LOCATIONS WHERE THE AREA
BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL A PORTION OF BLOCK 34 OF LEUCADIA, MAP
N0. 524, TOGETHER WITH THE VACATED PORTION OF JUNG
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK IS DISTURBED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
AVENUE, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT STRUCTURES.
LICENSED LAND SURVEYOR. TO REJECTION AND REMOVAL. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA
AND
APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
JOBSITE IN UNOPENED CONTAINERS
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED ASSESSORS PARCEL N O. : A.P.N. 254-053-19
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. T0, OR PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE
DISCRETION OF THE CONTRACTOR.
8.
GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR EROSION CONTROL 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO
LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH SITE ADDRESS: 1415 VULCAN AVENUE, ENCINITAS, CA 92024
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM,
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KIETH WAGNER AT (760) 436-7702
STRAY MAY BE
ED SUBSTITUTED, ALL OR
BE ANCHORED TO PART,EFSLOPEDBY MECHANICALLY EPUNICHING NO MATERIAL.
SS THAN
OWNER /P E R M I TE E: KEITH WAGNER
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD 50% OF THE STRAW INTO THE SOIL. P.O.
BOX 232312
ONSITE•: WITH THE FOLLOWIN PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
AT ALL TIMES DURING LEUCADIA, CA 92023
GRADING CONTRACTOR, AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE
AT CONVENIENT 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR PHONE: (760) 436-7702
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. APPLIED
AT THE RATE OF 500 LBS. PER ACRE.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
THE APPROVAL OF THE AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
WITHIN THIS PROJECT THE EVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEERING INSPECTOR.
AND REQUIREMENTS THOE CITY ENGINEER MAY IMPOSE DEVELOPER
OPERATION. LCWD SEWER NOTES
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. a. TRACK WALKING SLOPES STEEPER THAN 6:1. 1.
LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL b. RIPPING AREAS THAT WILL NOT BREAK UP USING
ITEM a" ABOVE.
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE WORK, OR CONTRACTOR FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS AND OMISSIONS
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED DISCOVERED DURING OF AFTER
CONSTRUCTION.
PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 6080-G HAS BEEN PERFORMED IN SUBSTANTIAL 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE
FOR PLANTING BY: x-
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED W THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES
WHICH MAY ARISE. a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED
PLAN". THIS STATEMENT HALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER BED 2. ALL DESIGN, MATERIALS,
AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
WHO CERTIFIES SUCH GRADING OPERATION. COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE
STANDARD
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT B. THE ADDITION OF SOIL AMENDMENTS, PH
ADJUSTMENT, LEACHING OR COVERING SALINE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION. SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LCWD SEWER STANDARDS
HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS GOVERN.
FILLS AND BACK ILLS AND COMPACTION' A TRENCHES. HE SHALL SUBMIT SOLO REPORTS AS INCORPORATED HEREON. PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANSCAPING,
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. ON COMPLETION OF *
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNTIL THE PROJECT IS COMPLETED AND ALL,SECURITY RELEASED.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED
AT ALL TIMES WITHOUT EXCEPTION.
UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
FACE OF SLOPE AT
CONSTRUCTED IN ACCORDA14CE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT ALL THE CONCLUSION OF EACH WORK DAY. 4.
THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE
EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED USE. 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY JOB SITE AT ALL TIMES.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACE TO PROVIDE POSITIVE WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.).
SILT AND OTHER ENVIRONMENTAL DATA: 5. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR
DRAINAGE AND PREVENT P NDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONSTRUCTION
AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD PRIOR TO
AVOID DAMAGE TO ADJOIN114G PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE
= 12.5% CONSTRUCTION.
REMEDIAL MEASURES TOP EVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED-
2) MAXIMUM VERTICAL DEPTH OF CUT = 3.5' 6. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE
STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL ACCURACY OF THE LOCATION OF, OR
THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 3)
MAXIMUN VERTICAL DEPTH OF FILL = 3.7' UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
TO
MATERIAL
REMOVED BY THE
L AND ALLUVIAL TSOILS UPON WHICH THE
FIRM NAITURAL SPECIFIC CONDITIONS ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER
IN
1050 C.Y. X 27 WRITING PRIOR TO CONSTRUCTION.
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO 4) AVERAGE DEPTH OF CUT = --------- = 1.6
A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, A BORDERED STAMPED-CONCRETE ACCENT STRIP OR A FLAGSTONE BAND, A MINIMUM
OF TEN FEET IN 17,750 S.F. 8. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT ,
WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. WIDTH, SHALL BE PROVIDED NEAR THE DRIVEWAY ENTRY ACROSS THE ACCESS DRIVEWAY, ALONG THE
PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO
DRAINAGE SWALE, AND ACROSS THE DRIVEWAY ACCESS TO THE PARKING AREA IN FRONT OF BUILDING A, FLOW TO EXISTING SEWER UNTIL
AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH TO THE SATISFACTION OF THE COMMUNITY DEVELOPMENT DEPARTMENT. A 4-FOOT
HIGH, WROUGHT IRON _1050 C.Y. X 27 INSPECTOR, OR AS APPROVED BY THE DISTRICT ENGINEER.
SURFACES AND UNIFORM CROSS SECTIONS.. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS OR OTHER DECORATIVE FENCE (NON-CHAINLINK) WITH A SELF-LATCHING GATE SHALL
BE PROVIDED 5) AVERAGE DEPTH OF FILL = - 1.6
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN AROUND THE RECREATIONAL LANDSCAPED AREA ON THE NORTH SIDE OF THE DRIVEWAY.
ALL BLOCK 17,900 S.F. 9. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS
A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR WALLS WITHIN THE SUBDIVISION SHALL BE FINISHED WITH A STUCCO EXTERIOR
TO MATCH THE MAIN OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE BUILDINGS; OR SHALL BE CONSTRUCTED OF DECORATIVE SPLIT-FACED OF SLUMPSTONE BLOCK
MATERIAL. E_A_R_THWO_RK:__
REMOVED AND DISPOSED 0 . THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN THE MAIN MAILBOX SHALL BE RELOCATED TO THE LANDSCAPED AREA TO THE SOUTHWEST
OF BUILDING A, A 10. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION
ACCORDANCE WITH THE GR DING ORDINANCE. OR SHALL BE MADE PART OF THE DESIGN OF THE LAUNDRY STRUCTURE, IF SAID LOCATIONS ARE CUT = 1,200 C.Y.
BY THE CONTRACTOR.
APPROVED BY THE ENCINITAS POSTMASTER. ALL EXTERIOR LIGHTS WITHIN THIS SUBDIVISION SHALL BE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PROVIDED SHIELDS TO OBSCURE THE LIGHT SOURCE SO THAT THE LIGHT IS DIRECTED
UP OR DOWN TO FILL = 1,200 C.Y. 11. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AVOID LIGHT GLARE SPILL-OFF FROM IMPACTING ADJACENT PROPERTY. EX
TEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE 1MRE. THE TAG OVER THE SEWER
AREAS THAT HAVE BEEN -EARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY IMPORT/EXPORT = 0 C.Y. MAIN SHALL
TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUS BELOW PAVING.
DEBRIS. APPROVAL OF LOCATION TH OF DEBRIS FILL SHALL H SECURED FROM THE SOILS ENGINEER THE TAG OVER THE CUSTOMER
END OF THE LATERAL SHALL EXTEND ABOVE GRADE-UNTIL
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SOILS ENGINEER'S CERTIFICATE *THE EARTHWORK
CONTRACCTORQSHOULD EPERFORM HIS OWN QUANTITY BONDING PURPOSES
PURPOSES.ONLY. CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
I, MARK D. HETHERINGTON, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA,
DECLARATION OF RESPONSIBLE CHARGE 12. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED,
AND
o S NFORD ST. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A TELEVISED AT THE APPLICANT/CONTRACTOR
S EXPENSE PRIOR TO CONSIDERATION FOR FINAL
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN, THIS SITE WAS MADE BY ME OR I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT, THAT I HAVE EXERCISED ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES
SITE VICINITY MAP UNDER MY DIRECTION BETWEEN SEPTEMBER AND OCTOBER, 1999. ONE COMPLETE COPY OF THE SOILS RESPONSIBLE CHARGE OVER THE DESIGN
OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE AND UTILITY LATERALS. z
Z
~¢ REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN
IS CONSISTENT WITH CURRENT STANDARDS. 13. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE C9
NOT TO SCALE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE LCWD INSPECTOR
PRIOR TO PAVING.
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS
JASON T. GRADING PLANS A D P ICATIO S. CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
OF MY RESPONSIBILITIES 14. EXISTING SEWER INVERT ELEVATION SHALL BE FIELD VERIFIED AND SHALL BE SUBMITTED TO
FOR PROJECT DESIGN. THE LCWD INSPECTOR FOR RECORD PURPOSES. ANY CHANGE REQUIRED TO THE PLAN SHALL BE
a SIGNED: - oQ��R��� �cra��2� BRIAN POLLEY LAND SURVEYING, INC. QROFESSIpN SUBMITTED FOR LCWD DISTRICT APPROVAL STREET
A SON N No391y 9 ESCONDDO,LCA 92025 �O�PRO E. 8 eR�q��2 y
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AND LEACH FIELD ARE TO BE - Zj
ONTOUR INTERVALS = 1 FOOT
PUBLIC SEWER SYSTEM APPROVAL ABANDONED IN ACCORDANCE WITH THE "GREEN BOOK".
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�7 4® � � m
r APPROVED BY: ,�-��.4 -•;��"3F'`�
DATE: c�4Y-9!
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY H CKED BY Q
REB LI g APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. z W
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EXP: SHEET 2 OF •3 w El-
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7
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE.
I
REMOV PORTION OF X EROSION CONTROL MEASURES (E G. BONDED FIBER MATRIX VEGETA77VE COVER JUTE MATTING) MUST BE IMPLEMENTED WHERE N o
1 I, RETAIIyING WALL AS REQUIRED
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3 4 MAP 524
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M
T PUBLIC SEWER SYSTEM APPROVAL
� NOT MODIFIED Wl1HOUT OBTAINING A PERMIT FROM �. a/31/a ABANDONED IN ACCORDANCE WITH THE "GREEN BOOK".
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THE CITY OF ENCINITAS * m
x `rgTF F'VCA\\F �3 APPROVED BY: W
DATE: M �
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1Q REPLACE SHEET 2 WITH 2 12%ly/ 2 DESCRIPTION: BRASS DISK STAMPED 01307 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE
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W RETAAIOVG W4ILL AS REOUl,4ED EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) MUST BE
0 FOR NEW CC1/STRUCT/ON IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE, SEDIMENT CONTROL MEASURES NORTH L E U C A D I A
BLOCK 34 MAP 524 N O TE:
(E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL I
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TANK AND LEACH FIELD ARE TO BE
PROTECT Ci" PIPE 114ET
OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
A
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r -
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NO SCALE OFESS/p
PRIVATE SEWER CLEAN OUT IPER LCWD 5-8) 10 0 10 20 30 2° ��u�oP' WI<<!9<`�2� I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK
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C Z0
GRAPHIC SCALE - FEET No. 7967 z _
INDICATES GRASS OR LANDSCAPED STORM WATER ,� �. W � �� �� "All D � � Q
CONTOUR INTERVALS = 1 FOOT _ Exp. 9/30/06 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY THE CITY OF ENCINITAS IS Z ?R l _j
CLEANSNVG AREA TO BE OBTAINING A MAINTAINED AND SECTION A A * * CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES C l yrUS 1 6 ••
NOT MODIFIED WITHOUT OBTAIN/NG A PERMIT FROM CALIFORNIA COORDINATE INDEX: 330-1677 FOR PROJECT DESIGN.
vctSc SEE REGIONAL STANDARD DRAWING C-3 oC�V1 I� Ld
THE CITY OF ENCINITAS 9T1c pP� i 5 ``p`so - �W H
,,a.,, ` .•r fyo a NOT TO SCALE - J Q
INSTALL POL YCAST 4M 4" TRENCH DRAIN ® v �i WILLIAMSON ENGINEERS J a
" t, 270 W. SECOND AVE., STE D O
O STRIPING NOTE° PARKING SPACES SHALL SE DELINEATED BY A DOUBLE--LINE STRIPING ` 1°'t ESCONDIDO, CA 92025 IL
p � SAN DEOUTO WATER DISTRICT LEIJCADIA COUJTY WATER DISTRICT PHONE: (760) 489-9801 U)
+ COIVSIS77NO OF 4-INCH WIDE PAINTED WHITE LINES 1-2 FEET APART. 3 No. 74,,7 � Z o
PUBLIC SEWER SYSTEM APPROVAL Q
077 BY: APPROVED BY: � �11� BY: � � � mv
t`- �7 JOHN A. WILLIAMSON R.C.E. 7967 DATE
DATE: S S DATE: O d s EXPIRES: 9/30/06 w^
REVISIONS APPROVED DATE REFERENCES DATE BENN MARK SCALE RECOM PLAN D DRAWN BY CHECKED BY Q
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d CHANGE OF ENGINEER 113 p LOCATION: 31.5 FT. N OF SIGNAL LT N0. 2361 HORIZONTAL 1"=10` NAME DATE: gyp ' -
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A f r�6TJ $ SIDE 4 IN PLASTIC SCREW CAP. 2 FT BELOW TRACKS VERTICAL 1 -2 DATE: DATE:AF�'Q �1A-'Av4�ES T.M.
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ELEVATION: 55.008 DATUM: NOS 1978 EXPIRES: 9- so- ob JOHN A. WILLIAMSON EXP: 9-30-06 o 10- SHEET 28
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