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TILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPAC ON D S OF THE SITE
SIGNA TUR S
TERRY AND KELLY SULLIVAN
720 SNAPDRAGON
ENCINI CA 92024
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GRAVEL BAG (2HfGH), TYP. EX. WOOD FENCE ALONG 151.13' EXIST. . PER
HYDROSEED SLOPES, TYP. PROPERTY UNE TO REMAIN 2.5' X 2.5' X 1' THK. #2 FACING � -�
CLASS RIPRAP ON 6" GRAVEL BASE F/p 74- 095662 DATED APRIL 16, 1974 11.25'
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DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE INAT I AM THE ENGINEER OF NIORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE: AND THAT THE DESIGN IS
CONSISTENT WIN CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA TONS BY THE
CITY OF ENCINITAS IS CONFINED TO A REVEW ONLY AND DOES NOT RELIEVE ME; AS _�,r,F ESS I a,
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
BY r / DATE: " -21 �?ej ��- )
MARK A. BRENCICK, R.C.E. NO. 48,153 c�
3914 MURPHY CYN. RD., STE A -135 NO. 48153 a
SAN DIEGO, CA 92126 (619) 560 -6556 EXP. 6/30/00
OWNERS CER TIF7 T E. c
1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR qTF Or rs , �FCF
NOTE: ALL U TILI TIES SERVICING THIS
SITE ARE TO BE UNDERGROUNDED.
NOTE: OWWWVER TO OBTAIN A CONSTRUCTION PERMIT FROM
THE ENGINEERING DEPT. AT LEAST 48 HOURS PRIOR TO
WORKING IN PUBUC RIGHT -OF -WAY, FAILURE TO DO SO
IMLL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND
DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE MS/HER PROPERTY LINE IS
CARDIFF SANITATION DISTRICT OLIVEN-WAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT
REV I EKED BY: iiEV I / REV I EKED BY:
s/24197
D AT E 7 T DATE DATE
D ATE
EXIST. 22.5' PUBLIC SEWER EASEMENT PER
F/P 74- 095662 DATED APRIL 16, 1974
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NOTIFICATIONS:
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTIUTIES EXCEPT AS SHOWN
ON THESE PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
EXCAVATION, FOR VERIFICATION AND LOCA TON OF U TIU TES AND NO TIFICA TON OF
COMWNCE14ENT OF WORK:
A. SEWERS - CARDIFF SANITATION DISTRICT 1- 760 - 633 -2770
B. GAS AND ELECTRIC - SDG&E 1 -800- 422 -4133
C. WATER - OU VENHAIN WATER DISTRICT 1-760-753-6466
D. TELEPHONE - PAC. BELL TELEPHONE CO. 1-800-422-4133
E. CABLE TV - COX COMMUNICA 760 - 598 -6660 X2257
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE
(760) 633 - 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL
SOILS ENGINEER'S CERTIFICATE.
1, JOSEPH C. SUM, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 05198 AND 06/1
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER,
FURTHERMORE, I HAVE REVIEWED THESE
GRADING PUNS AND CERTIFY THAT THE RECOMMENDA TONS INCLUDED 174 THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPEanCA TONS
SIGNED: �.
R.C.E. 21650
EXP. DATE
9 s" of
VALID FOR TWO YEARS FROM DATE OF SIGNATURE
WZEV I S I ONS APWD DATE Ktr LKLrM DATE BENCH MARK SCALE
DESCRIPTION COUNTY BM 4 80458 1 " =10'
cry 166+03.99 RANCHO SANTA FE RD. HORIZONTAL
MID
LOCATION
VERTICAL N/A
83.519 DATUM
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LETTER OF PEWISS16N TO GRADE- , -' ,r DIEGO DOCUM T NO. 1998 - 0185792./ ;.
BY; RICK AR'BAUGH DATED: 3'ZI' �' RECORDED RIL 2, 1998.
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FOR OFFSITE GRADING' (DOC: I v14
N731 '59 151.13 ';
EARTH SWALE 2
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LEGAL DESCRIPTION PARCEL B OF ADJUSTMENT PLAT FOR LOTS 12 & 13
OF BLK. 31, MAP NO. 287
A.P.N.: 265 - 023 -60
SITE ADDRESS 34 RANCHO SANTE FE ROAD
OWNER /I TTEE TERRY SULLIVAN
GRADING NOTES:
1. ALL WORK SHALL BE DONNE M ACCORDANCE WM PUNS THE S1 ARV
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO REGIONAL STANDARD
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHAH BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2 THE SOILS REPORT TII LED 'SITE INSPECTION. PROP. REMEN17AL BLDG. SITE--LOT IZ
RANCHO STNTE FE RD." PREPARED BY SOILS ttzpltrt), DATED: 05/27/V8, SHALL
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SMALL BE DONE 94
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICA TONS CONTAINED IN SAID
REPORT.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE /OVAL OF 92M LOCA TaN
TYPE OF DRAINAGE FACILITIES; NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF-
WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SMALL BE OBTAINED FOR ANY Off -9TE GRADING
5. CONTRACTOR SHALL TAKE ANY !NECESSARY PRECAUTIONS REQUIRED TV PROTECT
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED To CONDITION EXISTING PRIOR TO
GRADING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS
B GRADING AND EQUIPMENT OPERA71NG W INNV ONE-HALF (1/1) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 14E HOURS OF 5 :30 P.M.
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREG RADING AIIIEETING HAS BEEN
HEIR ONSITF WITH THE FOLLOWING PEOPLE PRESENT- CITY ENGINEER, CITY INSPECTOR,
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANYAROPOSED
CONSTRUC SITE tITHM THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE
DEVELOPER SHALL COMPLY WITH ALL COND1 TONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COAFUTION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED
CER TIFTCA TON SMALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO.
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
PLANOR AS SHOWN ON THE ATTACHED AS- GRADED PLAN.' THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER NHO CERTIFIES
SUCH GRADING OPERATION.
12 ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCA VA TON PLACEMENT
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND IMLL DETERAONE THE SUITABRJTY OF
ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS; HE SMALL STATE
THAT OBSERVA TONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION, AND
114A , IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOT
THEIR INTENDED USE
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13. 14E CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SMALL CONTROL SURFACE C
C4
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY (
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GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL (
(�
MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED To BE FILLED AND FXL SHALL BE 0
01
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER
AND OBJECTIONABLE MATERIAL SMALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH 174E FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
SHALL BE REMOVED TD SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL O
O
BE SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 0
0
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PUCE SPREAD, WATER C
C
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS
15. CUT AND FILL SLOPESSHALL BE CUT AND !RIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS: THE SLOPES OF EXCAVATIONS
AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE �
�
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDI TION. ALL STONES,
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION/MANKMENT SLOPES
• TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING P)
ES TIMA TED QUA N TI TIES ORDINANCE. �
CUT: 0 C.Y. * 16. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
FILL- 150 GY.* COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
* APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FI q c
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY LL
T BASIS). ACTUAL QUAN MAY VARY DUE TO SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE
(CALCULATED ON A THEORE ) DISPOSAL OF ANY SUCH MATERIAL H
SHRINKAGE OR SWELL FACTORS
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LEGEND:
EXISTING CONTOURS . . . . . . . ' . ' " " " ' . . . . � 270- -..
EXISTING ELEVA TONS . . . . . . . . . . . . . . . . . . (272.2)
PROPOSED CON TOURS . . . . . . . . . . . . . . . . . . -270-
PROPOSED ELEVA TIONS . . . . . . . . . . . . . . . . . 272.2
PAD ELEVATION . . . . . . . . . . .. . . . . . . . . . . P -272.2
TOP OF GRATE . • " . . . . . .. . . . . . . . . . . . . TG
FINISHED GRADE . . . . .. .. . . . . . . . . . . . . . FG
FINISHED SURFACE • • • • . • . .. .. .. " .. .. . . FS
FINISHED FLOOR . . . . . . .. . . . . . . . . . . . . . . FF
GARAGE FINISHED FLOOR . . .. .. .. .. .. .. . . GFF
GRADE BREAK • • • . . . . . .. .. .. .. .. ' .... G8
EXISTING PROPERTY LINES
EASEMENT LINE . .•.••••..•"" " " "' _ --
PROPOSED DRAINAGE SWALE• • • • . .. ' . • . . ' .
FILL SLOPES . . . . . . . .2 :1 MAX.. . . . . . . . . . V V
4" PVC STORM DRAIN- - - - {SDR -35) • • • • • • .
DOI N er: � Dr�� : I af'a® BY: APPROVALS
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PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMENDED APPROVE
DATE: � -Z I � L 41
1 A . l p q r ���� R.C.E. 48.153 BY: BY: 0),40
MARK A. BRENC I CK E 6/30/00 + DATE .s' 27 - 99 DATE
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NO SCALE 422 -4133 c to
TWO WORK DAYS oer TIC YOU M
C I TY OF EM I N I TAS ENG I NEER I NG DEPARTMENT DRAW 1 746 NO .:
GRADING PLAN FOR: cn
SMU=,LUMAN RE SUDENCE PC L 0 OF ADJ. PLAY 5963 - G
FOR LOTS 12 & 13 OF BLK 31, MAP NO. 287 SIFT 1 OF 1 i
DOI N er: � Dr�� : I af'a® BY: APPROVALS
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DATE: � -Z I � L 41
1 A . l p q r ���� R.C.E. 48.153 BY: BY: 0),40
MARK A. BRENC I CK E 6/30/00 + DATE .s' 27 - 99 DATE
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TWO WORK DAYS oer TIC YOU M
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GRADING PLAN FOR: cn
SMU=,LUMAN RE SUDENCE PC L 0 OF ADJ. PLAY 5963 - G
FOR LOTS 12 & 13 OF BLK 31, MAP NO. 287 SIFT 1 OF 1 i