2004-9071 G (Plans) GRADING PLAN FOR PARCEL 4 OF PM 18730
GENERAL NOTES
A. GENERAL
EROSION CONTROL 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLAN IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 24 HRS VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY WORK T O B E DON E
RUCTION, STAN
DES
IGN CONSTRUCTION STANDARDS OF
CIR A. SEWER CARDIFF - CARDIFF 1 . CARDIFF SANITATION DISTRICT GREG LUCIER AT (858)759 -5174. LANDSCAPED OR, FOR AREAS
WHERE HYDROSEEDING IS THE
CONS TH
(760) 633 -2780 PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA B. GAS & ELECTRIC - SAN DIEGO GAS do ELECTRIC 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL AND ALL SECURITY RELEASED. FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 1 -800- 422 -4133 BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SPECIAL
PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY C. WATER - OLNENHAIN MUNICIPAL WATER DISTRICT SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (760)- 753 -6466 ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID O WNER ' S CERTIFICATE
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
D. TELEPHONE - PACIFIC BELL TELEPHONE CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
2. THE SOILS REPORT TITLED AS- GRADED PRELIMINARY
1 -800- 422 -4133 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST
E. CABLE TV - TM CABLEViSION D W G S. SYMBOLS QUANTITIES
SOILS INVESTIGATION, LOT NO.'S C -4, C -5, AND D -5, MODIFIED WITHOUT APPROVAL OF THE ENGINEERING INSPECTOR. HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY STD. .
WILDFLOWER ESTATES, OLNENHAIN, CALIFORNIA' DATED (760) -436 -2693 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
OCTOBER 28, 2003, 'UPDATE LETTER AND AMENDED SWIMMING � 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL SUBDIVISION
BOUNDARY --- - - -
POOL RECOMMENDATIONS, DATED AUGUST 2, 2004, AND 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
'RESPONSE TO THIRD PARTY REVIEW', DATED SEPTEMBER 22, 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. CITY ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL PLANS. CENTERLINE -
2004, PREPARED 13Y NORTH COUNTY COMPACTION ENGINEERING, INC. PHONE (760) -633 -2770.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER) SHALL. HAVE A EXISTING CONTOURS 58
1305 SIMPSON WAY, ESCONDIDO, CA 92030,SHALL BE CONSIDERED
AS A PART OF THiS GRADING PLAN. ALL GRADING SHALL BE DONE FOR INSPECTION. PHONE (760) -633 -2770. ALL WORK ENGINEER DUE TO UNCOMPLETED
GRADING OPERATION OR REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
IN ACCORDANCE WITH THE RECOMMENDATIONS AND PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE UNFORSEEN CIRCUMSTANCES WHiCH MAY ARISE. ADDITIONS
TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING PROPOSED CONTOURS 60
SPECIFICATIONS CONTAINED IN SAID REPORT. SUBJECT TO REJECTION AND REMOVAL DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE COMPLETION OF THE IMPROVEMENTS. EXISTING SEWER LINE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO EXISTING WATER LINE
e
3. APPROVAL OF IRIS PLAN DOES NOT CONSTITUTE APPROVAL
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, C GRADING AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A SIGNATURE L C DATE: 111 01 1 , 04 -
! �� FILL SLOPE (2:1 MAX)
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT CUT SLOPE (2:1 MAX)
AND COMPACTION OF FILLS AND BACKFILLS AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SIGNATURE - DATE
11 O( 0i , ,
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS FROM THE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORK DAY. CUT /FILL LINE
SITE GRADING. REPORTS AS REQUIRED AND WILL THE MARILENA LUCIER
SUITABILITY OF MY FILL MATERIAL UPON COMPLETION OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN DAYLIGHT
UK - - - - -
5. CONTRACTOR SHALL TAKE ANY NECESSARY iRECAUTIONS GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS PLACE AT THE END OF EACH WORKING DAY
WHEN THE FIVE OWNER: GREG AND MARILENA LUCIER
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AND TESTS WERE MADE BY HiM OR UNDER HiS SUPERVISION (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY EARTH SWALE -�
GRADING OPERATIONS. ANYTHING DAMAGED OR AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS PERCENT (40x). SILT AND OTHER DEBRIS SHALL
BE ADDRESS: 3521 JASMINE CREST
DESTROYED SWILL BE REPLACED OR REPAIRED TO WERE CONSTRUCTED IN ACCORDANCE WiTH THE APPROVED GRADING REMOVED AFTER EACH RAINFALL. ENCINITAS,
CA. 92024 PROPOSED RETAINING WALL C -2, C -3, C -5
CONDITION EXISTING PRIOR TO GRADING. PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO
FOR THEIR INTENDED USE PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (909 PHONE: (858 }759 -5174 PROPOSED SITE WALL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED COVERAGE) PRIOR TO NOVEMBER 15, THE
SLOPES SHALL BE
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT STABILIZED WITH PUNCHED STRAW INSTALLED IN
EARTHW QUANTITIES : `� IcS
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A PONDING OF WATER. HE SHALL CONTROL SURFACE WATER ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. HYDROSEED
REGISTERED C W W W W
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO SEDIMENT CONTROL HANDBOOK OF THE STATE OF CUT 275 CY W
W W
FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL CALIFORNIA DEPARTMENT OF CONSERVATION. FILL = 275 CY DRIVEWAY
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MEASURES TO PREVENT EROSION OF FRESHLY GRADED EXPORT = 000 CY, BALANCED SITE
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND HYDROSEED REMEDIAL QUANTITIES = 1,180
CY 9' ATRIUM GRATE /FLAT GRATE O
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES 12 BROOKS BOX
LAWS AND REGULATIONS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) LEGAL
DESCRIPTION
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF AND FILL SHALL BE PLACED IN ACCORDANCE WiTH OR STEEPER WHEN THEY ARE: PARCEL
4 OF PARCEL MAP 18730
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND A. THREE FEET OR MORE IN HEIGHT IN
FILL AREAS. APNI 264- 091 -92 8' PVC SDR -35 STORM DRAIN (PRIVATE)
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE # SeC ApProV
t cL L•4n d&ccLge P I Qv1 s -Co d e4 t I to CoY n'►a +' O
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CiTY CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS
3317 POPPY HILLS LANE per to � N t r1Q +o I Od- boo + 1= Mod; I C a +� o r� O n c .
RECOGNIZED HOLIDAYS. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE SLOPE IS NOT SUBJECT TO EROSION DUE TO THE ENCINITAS,
CA J
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE w EROSION RESISTANCE CHARACTER OF THE MATERIAL QUANTITIES N
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND AS APPROVED BY THE CITY ENGINEER,
SOILS ENGINEERS CERTIFICATE
R T I F I C AT E
GRADING MEETING WAS BEEN HELD ONSITE WITH THE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL THE QUANTITIES
ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, 2. IRRIGATION SHALL MAINTAIN THE MOISTURE
LEVEL OF I, ee fWlE PW4541 A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS
A PART OF HIS BiD.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND WATER AND COMPACT THE FILL IN STRICT ACCORDANCE THE SOIL AT OPTIMUM LEVEL FOR GROWTH OF THE
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY
PERMITTEE. THE PRE -GRADE MEETING SHALL BE WITH SPECIFICATIONS. HYDROSEEDED GROWTH. CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS
CONDITIONS PREVALENT
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE WITHIN THIS SITE WAS MADE BY ME OR -UNDER MY DIRECTION BETWEEN THE
BY CALLING (760)633 -2770. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
DATES • s AND 4PJ -41P A. AN UPDATE WAS ADDED BETWEEN THE ENVIRONMENTAL:
FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND DATES I #•ZI AND L• 1-10 . ONE COMPLETE COPY OF THE SOILS REPORT 1. STEEPEST
EXISTING SLOPE = 9%
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS 1. SEED MIX SHALL CONSIST OF NO LESS
THAN: COMPILED FROM THIS STUDY WITH MY RECOMMENDATIONS, AND ONE COPY OF THE 'UPDATE 2. MAXIMUM VERTICAL DEPTHS: (A ) CUT = 32 FT, (B ) FILL
= a FT
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND A. 20 LBS. PER ACRE OF ROSE CLOVER
LETTER AND AMENDED SWIMMING POOL RECOMMENDATIONS DATED AUGUST 2, 2004, AND 3. AVERAGE DEPTHS: (A) CUT = 275 X 27) / 15,200 = 0_5 FT
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND B. 20 LBS PER ACRE OF ZORRO FESCUE
'RESPONSE TO THIRD PARTY REVIEW", DATED SEPTEMBER 22, 2004, HAVE BEEN SUBMITTED
FROM THE CiTY ENGINEER FOR THE PROPOSED HAUL ROUTE. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, C. 3 LBS. PER ACRE OF E SCHOOL
CIA CALIFORNIA TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING (B) FILL = ( 275 X 27) / 19.200 = 0.4 FT.
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND ROOTS AND OTHER WASTE MATTER EXPOSED OR D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
REQUIREMENTS THE CiTY ENGINEER MAY IMPOSE WITH EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF
SNOW) - '� PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
REGARDS TO THE HAULING OPERATION. TO BECOME LOOSENED SWILL BE REMOVED AND DISPOSED F. 1/2 LB PER ACRE OF DIMORPHOLECA Qq O f E S
S 10
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN G. ITEMS C. D, E, AND F OF THIS SUBSECTION � v � a RFC Fy .
,, , Agm DECLARATION OF RESPONSIBLE C H A R G E
11. UPON FINAL COMPLETION OF THE WORK UNDER THE ACCORDANCE WITH THE GRADING ORDINANCE. MAY BE OMITTED ON LOCATIONS WHERE THE AREA
�� ! COUNTY COMPACTION ENGINEERING, INC.
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL m 1305 SIMPSON WAY UNDERSIGNED ENGINEER AGREES THAT THE
WORK PERFORMED BY THE
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE BEING HYDROSEEDED IS NOT VISIBLE FOR
EITHER , C19393 THE U DE
CERTIFICATION SHALL BE PROVIDED STALING: MATERIAL SHALL COLLECTED, PILED OR OTHERWISE 3 ESCONDIDO, CA 92030 ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
913
A PUBLIC STREET OR RESIDENTIAL STRUCTURES. � Exp. � (760) 480 -1116 PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION.
THE ENGINEER PURIFIER
"THE GRADING UNDER PERMIT NO. 9071 -G HAS BEEN DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO H. ITEM A OF THIS SUBSECTION MUST
BE INOCULATED
C ��► TE: A CS FILE N0. CE -.ass 702 7 AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE
WITH THE
PERFORMED IN SUBSTANTIAL CONFORMANCE WiTH LEAVE THE AREAS THAT HAVE BEEN CLEARED WiTH A NEAT WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY Lp IV OQ RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER
THE APPROVED GRADING PLAN OR AS SHOWN ON THE AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. TE �E
EITHER BY DRILLING OR BROADCASTING BEFORE OF C A� AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY
OF ENCINITAS
ATTACHED AS- GRADED PLAN APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO HYDROSEEDING. O I CERTIFICATE
IS NOT A DETERMINATION BY THE Ci7Y OF ENCINITAS OF THE TECHNICAL SUFFICIENCY
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH THE DISPOSAL OF ANY SUCH MATERIAL. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE
GRADING OPERATION. JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 DWG
(N-.P.D.E.S. ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION GENERAL PERMIT NO. CAS000002), WASTE DISCHARGE REQUIREMENTS FOR THEREON.
THE ENGINEER AGREES TO INDEMNIFY AND HOLD) HARMLESS THE CITY OF (�
B NOTIFICATIONS TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS. DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVI
. IN ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE Z
ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT
ACTS, ERRORS, OR OMISSIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY RgA0A J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO (SWWPPP) AND A
MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE �'(J��pO THE HYDROSEED SLURRY AT THE DISCRETION OF THE IMPLEMENTED CONCURRENT WITH
THE COMMENCEMENT OF GRADING ACTIVITIES, AND A AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE O R COMPLETE AND ACCURATE NOTICE -OF- INTENT (N01) SHALL BE FILLED WITH
THE PERFORMED BY THE ENGINEER.
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING F 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS SWRCB. A COPY OF THIS
PROJECT SHALL WITH THE CITY OF ENCINITAS WHEN Z
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THAN 2000 IBS PER ACRE. TYPE 6 MULCH (STRAW) RECEIVED; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING
THE CONTRACTOR IS REQUIRED TO TAKE DUE 13UMANN MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY THE PERMIT NUMBER FOR THIS
PROJECT SHALL BE FILLED WITH THE CITY OF SAN DIEGUITO ENGINEERING, INC.
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING ROAD ENCINITAS, MANCHESTER AVENUE, SUITE 105 BARRY L MUNSON RCE
40980 L�
APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST ENCINITAS WHEN RECEIVED. J
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT WILDFL WER VALLEY BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING
ENCINITAS, CALIFORNIA 92024
IS CONTRACTORS RESPONSIBILITY TO CONTACT THE ,Q G� M p DRIVE gPRIVATEE) NO LESS THAN 509 OF THE STRAW INTO THE SOIL IN ADDITION,
THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF PHONE: (760)753 -5525 I V ZS-Oq ?
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 'Qq ANCHO THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9071 -G AND BY THE
SWRCB DATE 0
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND tic W 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
,�. y POPPY HILLS ORDER N0. 99 -08 DWG AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL E Z
LOCATION OF UTILITIES AND NOTIFICATION OF F O o WILDFL WER LANE (PRIVATE) 16 -20 -0, WITH 159 SULPHUR APPLIED AT THE RATE OF COMPLY
WITH SPECIAL PROVISIONS AS SETH FORTH IN SECTION C.7 OF SWRCB 'yl
COMMENCEMENT OF WORK: 0 y �' DRIVE ?PRIVATE) 500 LBS. PER ACRE. ORDER NO. 99 -08 DWG PARKS AND RECREATION
� �r y��
-90 7 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO I PARKS AND RECREATION DEPT. PREPARED
BY: 0 0
HYDROSEEDING BY: 10 1 JQ 9 37C 330 01 SAN DIEGUITO ENGINEERING, INC. ND. 4m (�
APPROVED: 4407 MANCHESTER AVENUE, SUITE 105 EXP. 3 -31-07 (V
GREGO LUCIER, OWNER DATE WDID ENCINITAS, CA 92024 ��l �!
EL c O� - o "_C SITE A ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR TEL- 760 753 -5525
f O
AMIN pEC NO v� J �� F Sq 0 COMBINATION OF TRAC WALKING SLOPES STEEPER THAN 6:1 � N / O 1 JO 4 BY: _ ___
DATE �Y ( ) OF C A� � W Lf )
RTE GO MARILENA L TER, OWNER DATE DATE
2. RIPPING AREAS THAT WILL NOT BREAK UP USING
ITEM 'A' ABOVE FIRE DISTRICT t
Saab JLL;G'ufi0 LNIGINLLHING, IN B . CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR OLIVENHAIN MUNICIPAL WATER
DISTRICT ENCINITAS FIRE PROTECTION "AS BUILT" Z r*.. nder round Service Alert PLANTING BY:
Q
4407 MANCHESTER. SUITE 105 VICINITY MAP 1. ADJUSTING THE SURFACE SOIL MOISTURE TO APPROVED BY:
ENCINITAS CA 92024 Call: TOLL FREE NOT -TO -SCALE PROVIDE A DAMP BUT NOT SATURATED SEED BED. APPROVED: BY:
U) O
PHONE: (760) 753 -5525
2. THE ADDITION OF SOIL AMENDMENTS, PH � - DATE
1 -800 (�
CIVIL ENGINEERING PLANNING 422 -4133 ADJUSTMENT, - LEACHING . J,O __ _
OR COVERING SALINE SOILS jO L ,,.
9 VIAL CONDITIONS FOR GROWTH. BY. DATE o?�
LAND SURVEYING ��`�` RC D(P:
TO PROVIDE VIABLE RCE �88 DATE Z u
TVO Vf3�t % DAYS BEF13RE YMJ DIG
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DEPT. APPROVALS CITY
O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w z
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV D LOT GRADING PLAN FOR: w W
DESCRIPTION: COUNTY BENCH MARK NO Z
OC 0073- CHIS. SQ IN TOP OF HEADWALL HORIZONTAL N A APPROVED BY: ��'
I ns ( I- PARCEL 4 I
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