1999-5856 G (Plans) GRA W0 L BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 6. THE C ONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EROSION CONT ROU
LEGEND: �� � •
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONS STANDARD DRAWINGS SAN DIEGO, STATE OF CALIFORNIA.
TRUCTION S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARDS OF THE CiTY OF ENCiNlTAS AND THE SAN DIEGO AREA REGIONAL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
LOT 5 OF MAP N0. 12816, 1N THE CITY OF ENCINITAS, CO
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE WATERS CREATE'A HAZARDOUS CONDITION. ITEM SDRSD SYMBOL
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
Z RIE�S REPORT TILED •IAN OF GEOTECHMCAL pNV�CAnpN PROPOSED SHALL BE INCORPORATED HEREON.
PROJECT BOUNDARY - ................ .. .... ..... .... ..............._..._.................................... ......................:....�.._
A. P• 264 - 240 -17
• �
SINGLE FAMILY RESIDENCE. CALLE MARGARITA LOT 5 OF MAP 12816, ENCINITAS
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE EXISTING CONTOURS -•- --- .. -------- .. ---------- ............... �....
........ ............._.............. ...... ......................_......
CALIFORNIA, PREPARED BY GENERAL ANALYTICAL LABORATORIES DATED FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
DECEMBER 5, 1996, SHALL BE CONSIDERED AS A PART OF THIS PROPOSED CONTOURS °........
GRADING PLAN. ALL GRADING SHALL BE DONE iN ACCORDANCE WITH THE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
--
RECOMMENDATiONS AND SPECIFICATIONS CONTAINED iN SAID REPORT EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST DAYLIGHT LINE ...............
. ... ......_ ......................................................................... ....__....____._,_........._... lR LNVE SITE ADDRESS 3372 cACCE
wmmm
.1 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF I; LOCATION EXCEEDS FORTY PERCENT (407[). SiLT AND OTHER DEBRIS SHALL BE REMOVED PROPOSED
SPOT ELEVATION -
336.4
AND TYPE OF DRAINAGE FACILITiES, NOR OF IMPROVEMENTS WITHIN STREET AFTER EACH RAINFALL.
RiGHT -OF WAi. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PROPOSED SLOPE (CUT)
10. GERMINAT H YDROSEEDED COPES FAIL TO PROVIDE EFFECTIVE
REQUIRED 1N CONJUNCTION WITH IMPROVEMENT PLANS. COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15 THE
.
SLOPES SHALL BE STABILIZED WiTH PUNCHED STRAW IN ACCORDANCE WiTH PROPOSED SLOPE (FILL)
4. WRITTEN PERMS �L ME OBTAINED FOR ANY OFF - SITE GRAD►MG - --� ----
SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE , ., ..
5.
CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS REQUIRED ONNA LS
UIRED TO PROTECT STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. PAVING SECTION (5.5" CONCRETE) - - - - -- -
MICHAEL G. lCHOLS
ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR N
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR SEWER LATERAL 5 -13 -� 310 VW ANDALUSIA
ENCINiTAS. CALIFORNIA 92024
TO GRADING. H CATIONS:
?VERAf
TRENCH RESURFACING ---- _.__.. ._ ............... ._............ --
6 THE' DEVELOPER SHkU BE RESPMMI TW ANY MONUMENT OR BENCH MARK 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF PROPOSED RETAINING
WALL ---- C -4 ES7W TED 0 UANT1TlE5:
BY A REGISTERED CIVIL ENGINEER OR LiCENCED LAND SURVEYOR. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IXiSiING
. THE CONTRACTOR 544LL DESIGN, CONSTRUCT AND "41NTAIN ALL SAFELY DEVICES, UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: PROPOSED DRAINAGE
SHALE �---� -- •�- CUT �•1� Q700 C Y
7
INCLUDING SHORING, AND SWILL BE RESPONSIBLE FOR CONFORMING TO ALL THE CONTRACTOR IS D TO TAKE DUE PRECAUTIONARY MEASURES TO
FILL 2700 Y
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE
�RT on
REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS
d GRADING AND EQUIPMENT OPEMM WiM N ONE -WLF 1 MALE OF A VE RIFICATION SAID UT1LI71ES OR STRUCTURES PRIOR N ANY EXCAVATION. FOR
BETWEEN VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT CALCULATED ON A THEORETICAL BASIS.
ACTUAL QUA NTITIES EARTHWORK Qt�aANTTTTES ARE EST/M4TED FUR PERMIT' Y
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE C� OF WORK. DUE MAY VARY
THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS AND DUE TO SHRINKAGE OR SWELL FACTORS OF THE
SOILS USED.
A. SEWERS - CA
CITY RECOGNIZED HOLIDAYS. CARDIFF SAINRATION (7S0) 655 • 2t7n
GAS & ELECTRIC - SDG&E 800) 422 -4133
P. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS C. WATER - OMWD (766) 753 -6466
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT' CITY INSPECTOR. D. TELEPHONE PACIFIC BELL (80000) 489 -3441
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITEE THE E CABLE TV (800) 221-2000 ENVAIROMWEW N
•
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS
IN ADVANCE BY CALLING (619) 633 -2770. 2. CONTRACTOR SHALL NOTTF'Y THE CffY ENGINEER'S OFFICE 48 HOURS PRIOR f.
THE STEEPEST EXISTING SLOPE IN THE GRADED AID IS 11)t
(EXCLUDING EXISTING MAN MADE SLOPES)
10. PRIOR TO HAULING DIRT OR COQ K4TER1ALS TO ANY PROPOSED
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770.
HE MA XIMUM VERTICAL H
CONSTRUCTION SiTE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
2 THE M AXIMUM THE MAXIMUM DEPTH � CUT � EIGT OF FILL R T
H
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE PHONE: (760) 633 -2770. ALL WORK PERFORMED WiTi-IOUT BENEFIT OF
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE INSPECTION WiLL BE SUBJECT TO REJECTION AND REMOVAL.
3
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. . AVERAGE DEPTH OF CUT � VOLUME OF CUT
DIVIDED BY AREA OF CUT
(3, 960x2 7)/33, 840 -3.1
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT AVEIMM PRIOR TO FINAL GRADING APPROVAL
AND /OR FINAL RELEASE OF SECURITY, AND SOXS EG Gt �Mc : OF FILL
AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING UNDER DEPTH OF FILL : FILL 01VIDED
AREA
(3.9600113,280 -8:0'
PERMfT NO .5856 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE 1. WILLIAM J. BERRY A REGISTERED CML ENGINEER IN THE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED STATE OF CAL.IF'ORNiA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS DIRECTION ON DECEMBER 5. 1996. ONE COMPLETE
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, NINTH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED FURTHERMORE 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON AND INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVA77ONS AND
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. r
TESTS WERE MADE BY HIM OR UNDER HiS SUPERVISION AND THAT IN HIS
OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN SIGNED.
ACCORDANCE WiTH THE APPROVED GRADING PLANS AND THAT
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR WENDED USE
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACE TO RCE NO. 34545 REG. EXPIRES 3 SWTHEN BERM
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO
FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT NO SCAL
EROSION OF FRESHLY GRADED AREAS UN77L SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14-ALL AREAS TO BE FILLED P61LL BE PREPARED TO BE FILLED AND FILL SHALL r
BE PLACED iN ACCORDANCE WiTH STANDARD SPECIFICATIONS. ALL VEGETABLE
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR
FROM THE SURFACE UPON WHICH THE FILL IS TO 1 E PLACED. LOOSE FILL AND
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 5 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT R SWILL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE. SPREAD. WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FiLL SLOPES SHALL BE CUT AND TRIMED TO FINISH GRADE TO CROSS SEONS. THE SLOPES OF
EXCAVA7 ONS AND EM&WKIWENTS SHALL SHAPED, P AND TRIMMED AS DEC ON OF RESPOAlSIBLE CKJMLr:
DIRECTED BY THE ENGINEER OF WORK AND L EFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR I HEREBY DECLARE THAT 1 AN THE ENGINEER OF WORK FOR THIS PROJECT.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
#
SHALL OF REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND
SWILL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
10. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE THE CiTY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF pFE$Sj
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL
WALTER T. BAIRD RCE 31429 11411999
"NDSCAP G: REG. EXPIRES 1213112000 0 3 31429
� �.12/31/2000 ENO /Al�'Efl Of /t/019ff �
1. ALL SLOPES SHALL BE PLANTED AM I IN iTED ACCORDANCE WiTH PLANS BAIRD ENGINEERING �. -
APPROVED BY THE CiTY ENGINEER. PLANS SMALL CONFORM TO THE CITY OF 4939 GARFIELD ST.
ENCINiTAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION LA MESA, CALIFORNIA 91941 S'j. C'jvi �P A09 CDAISTI�(/CTIOA/
GN ANSE OW Q �SS`04, ,
STANDARDS. 619 460 -6989 7
2. FINISH GRADING �
AND PCANTiNG SHALL 61E ACED CAI ALL SLOPES 619) 461 -5803 fax CALM 1,7v 2�� R 8
PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES ( ��
GRADED BETWEEN OCTOBER 1 AND APRIL 15. `
W ! fio 86190
9AN4 If 61Tom ,RCE 36190 oc p 6nom G
>� Art
EROSION CONTROLO OF C�I�E
1. IN CASE EMERGENCY WORK iS REQUIRED. CONTACT MICHAEL NICHOLS OWNER'S CER'TT�7C4TE•
wcffm mp
AT (760) 943 -0422 WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE BEEN OR WiLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE ADVISE ON THE CO TiON D STABILITY OF THE SITE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID or
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
ON PLANS SHALL NOT BE MOVED OR MODfFIED WnMUT THE g C * 1NITMAS. G ICHOLS DONNA NICHOL.S
DEVICES SHOWN 0 ANDALUSIA APPROVAL OF THE ENGINEERING INSPECTOR. CALIFORNIA 92024
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CIiY ENGINEER AFTER EACH
RUN O FF PRODUCING RAINFALL MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT AS BUILT ENGINEE
- O F W
4PL"ANS F SANTITATION DISTRICT OL1yENHAIN
rnv
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETED GRADING D BY. REVIEWED BY. REVIEWED BY:
1 �
�AT70N OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. _7 8sav
OP ER
. - WALTER T. BAJRD RCE 31429 DATE WALTER T. BAIRD RCE 31429
DATE DATE
DATE REG. EXPIRES 12/31/2000 REG. EXPIRES 1213112000 '
VALID FOR 2 YEARS FROM DATE OF SIGNATURE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. i
w
W
6 /gyp R UAN � W F'E�QM /T F /NAIL / '� CHISELED SQUARE TOP HEADWALL MARKED WITH HORIZONTAL 1' ' =20 REVIEW BY. 3 RECOMMENDED
APPROVED GRADING PLAN FOR:
R PREPARED UNDE R THE SUPERVISION OF
STEEL FENCE POST AT SOUTHWEST CORNER OF VERTICAL N/A _
.� NICHOLS RESIDENC
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DEL FE CENTERLINE DATE WALTER T. BAIRD RCE 31429 DATE. 3 - � . 99 DATE; �� ,��_ TM 87 -041
SHEET 1 o f 3� m �
REG
ELEV. 119.476 DATUM M.S.L. . EXP. 12/31/2000
REVISED 31111999 WTB
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TRANSFORMER
29.32 39.13
EXIST. EASEMENT FOR RECREATIONAL
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REVISIONS o DA TE REFERENCES DA TE BENCH MARK SCALE COMMUNITY DEVELOPMENT DR AW BY DE57 s eY W BY APPROVALS
C O F E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO.
ADDED SHEET 2 3 25 99 CLIISEIED SQUARE TOP HEADWALL MARKED MI1H PLANS PREPARED UNDER SUPERVISION OF GRADMVG PUN FAR
STEEL FENCE POST AT SOUTHWEST CORNER OF HORIZONTAL : 1-20' RECOMMENDED APPROVED
INTERSE OF EL CAMINO DEL NORTE & DATE: � NICHOLS RESIDENCE 5856 -G
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