1995-4218 G (Plans) CITY OF ENCINITAS - GRADING PLAN
SINGLE FAMILY RESIDENCE
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NG PLAN
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ENCINITAS
A. GENERAL
C. GRADING OWNER'S CERTIFICATE: LEGEND
1 THE CCO
T PLANS, 1 ENGINEER GRAD
OR UNDER BE
HIS DIREC R AND ES LL OBSERVE QU A LIFIED
N D BA TEST THE O K I FILE GEO HEREBY
HAS BEE ORVI WILL REGISTERED S
BE
ADVISE TO UPERVISE PROPERTY LINE ............... �L
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS THE EXCAVATION, PLACEMENT AND COMP OF F A
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS COMPACTION AND STABILITY
OF THE SITE. EXISTING GRADE . 3 EG
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
3 g.�
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT RECORD PLAN
ELEVATION . 3 FS
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION FOR AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE SIGNATURE
PAD ELEVATION PAD EL =349.5
PREPARED BY CARDIFF GEOTECHNICAL PCL 1, PM 17122 CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND THAT ALL
DATED 311195 EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. GENE D. McCAIN FINISH FLOOR ELEVATION
............... FF EL =342.0
OWNER:
SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. 5
FINISH GRADE
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 2257 BOCA STREET,
C ARLSBAD, CA 92009 ................... 340 FG
ADDRESS: PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 264 - 2 40 -19 EXISTING CONTOUR .
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
ASSESSOR'S PARCEL NO.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
FINISH GRADE CONTOUR.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT (619)
753 -450 i3oo�_
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. TELEPHONE: DAYLIGHT
LINE
AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL FILL SLOPES (2:1 MAXIMUM) .. ...
..... _ TIT 'lr _'I'
IMPROVEMENT PLANS.
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE CUT SLOPES (2:1 MAXIMUM) . .........
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4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND TOP OF FILL SLOPE BERM .
...... .
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE -
5. CONTRACTOR SHALL TAKE ANY PRECAUTIONS REQUIRED TO PROTECT EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY SWALE
AND FLOW DIRECTION .. ...
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
EXISTING GRADE . . ..... ............. . EG
THE CONDITION EXISTING PRIOR TO GRADING. WITH SPECIFICATIONS.
SOILS ENGINEER'S CERTIFICATE FINISH GRADE ..................... Fc
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO I, VITHAYA
SINGHANE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
FINISH SURFACE OF
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, CONCRETE OR ASPHALT. ........... FS, TC
A LICENSED LAND SURVEYOR. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY PREVALENT WITHIN THIS SITE WAS MADE BY ME OF' UNDER MY DIRECTION HI
GH POINT. .......
HP
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON BETWEEN THE
DATES OF 21 AND 2121195
EXCAVATION AND EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, TOP
OF RETAINING WALL . .... . ..... TW
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE
AND HEALTH STANDARDS, LAWS AND REGULATIONS. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CITY ENGINEER. FURTHERMORE;
I HAVE REVIEWED THESE GRADING PLANS BOTTOM OF RETAINING WALL . ........ .. . BW
AND CERTIFY THAT THE RECOMMENDATIONS INCLUCED IN THE SOILS REPORT PVC CATCH BASIN . .... .
FOR THIS PROJECT HAVE
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE AND SPECIFICATIONS INCORPORATED IN THE GRADING PLANS
-
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH d� RIM ELEVATION . . . . . . . . . . . . . . . . . . . . . 34 R M
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE .
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL BY
/a 9 INVERT ELEVATION . 1 340
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS R.C.E. 23 5,
GEPTECHNZALL 782 �;� " -� DATE
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. EXPIRATION DATE: 12/31/97 �`z y p tN >
6" SCH 40 PVC STORM DRAIN . . .. . . . . . " SD
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 03 (SOLID WALL) - LARGER SIZE WHERE NOTED
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE
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PRESENT: CITY INSPECTOR CIVIL ENGINEER SOILS ENGINEER D. EROSION CONTROL Exp. 12-31-97 a RIP RAP. .
. . " . . . . . . . .
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING *
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SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ��rECNN` ° ��`�
'gT - rah^ RIP RAP DISPERSION RING. o000000o i
ADVANCE BY CALLING (619) 633 -2770. GENE McCA1N AT 753- 4501 QFca`eF`
TEMPORARY SANDBAGS - 1 ROW HIGH . . . . .
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AT ALL TIMES FROM OCTOBER 1 TO APRIL 15. ALL NECESSARY
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS IN
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE RAIN IS IMMINENT.
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING DECLARATION OF RESPONSIBLE CHARGE
OPERATION. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. I HEREBY DECLARE THAT II' AM THE ENGINEER OF WORK FOR THIS PROJECT,
LAJ
11: UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS
N
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS
FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER CODE AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS. W
SHALL BE PROVIDED STATING: AFTER EACH RUN -OFF PRODUCING RAINFALL. ~
"THE GRADING UNDER PERMIT NO. 4218 -G HAS BEEN I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND
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PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SPECIFICATIONS BY THE CITY OF ENCINITAS
IS CONFINED TO A REVIEW ONLY m
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE AND DOES NOT RELIEVE ME,
ri S ENGINEER OF WORK, OF MY RESPONSIBILITES �
AS- GRADED PLAN." TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN FOR PROJECT DESIGN. t
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND CIRCUMSTANCES WHICH MAY ARISE. ',,A I�
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH BY. lL-tfmw 'f DATE: !00 ,S
GRADING OPERATION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE VITHAiA SIN ..ANET, R.C.E. 23485 EXP. 121 BOUNDARY
DATA 1 Q
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO .' ^:
135 LIVERPOOL DRIVE ,%A, CARDIFF, CA 92001 (619) 753 -3697 REFERENCE PARCEL MAP 17122 FOR COMPLETE
BOUNDARY DATA
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS SITUATION. No 2,',
B. NOTIFICATIONS AND MONUMENTATION DESCRIPTIONS.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE,
Q
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES GRADING PLAN SHALL BE INCORPORATED HEREON. THE ENGINEER OF WORK MUST BE CONTACTED
IN WRITING FOR HIS CURRENT j�
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY gr
ENVIRONMENTAL DATA
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR BE MORE RESTRICTIVE TH F
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN N THOSE SHOWN HEREC N AFFECT THE WORK �- Its - �'��
�
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AFFECT THE COST OF THE WORK. 1) STEEPEST EXISTING NATURAL
SLOPE ON -SITE = 15%
ON THESE PLANS, HOWEVER: AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF
EACH WORK DAY.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 2) MAXIMUM VERTIAL DEPTH OF CUT = 6
B
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY 9. ALL R EMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN m v�Op
3) MAXIMUM VERTICAL DEPTH OF FILL = 8'
m
TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). J��
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH pO� 4) AVERAGE DEPTH OF CUT = 3 O
f
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: O
RAINFALL. Q Cl 5) AVERAGE DEPTH OF FILL = 4 } W
DOVE
A. SEWERS - CARDIFF SANITATION DISTRICT - 633 -2772 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE HOLLOW
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EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ROAD 2015 J
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - 232 -4252 TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH ° z
° z c�<<F Cur = C.Y.
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION a / FILL = 2635 C Y
C. WATER - OMWD - 753 -6466 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF F ' ROAD QC
THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. ���Tq IMPORT = 620 C. Y.
D. TELEPHONE - PACIFIC BELL - 298 -0595 Y
DIG ALERT 11. TYPICAL HYDROSEED MIX: p
E. CABLE T.V. - 1- 800 - 422 -4133 2000 LBS /AC MIN) WOOD FIBER MULCH 2 -
1- 800 -422 -4133 1000 LBS /AC (MIN) AMMONIUM PHOSPHATE SULPHATE z LONE Uj
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS (16 -20 -0 W/ 15% SULPHUR) Q
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (619) 633 -2770. 20 LBS /AC (MIN) FESCUE, "ZORRO ", OR EQUAL ~
20 LBS /AC (MIN) ROSE CLOVER Q
Ln
T CONTRACTOR SHALL GIVE 24 HOURS NOTICE " AS BUILT " v
3. E ON CALLS FOR VICINITY MAP NO SCALE
INSPECTION. PHONE (619) 633 -2770. ALL WORK PERFORMED WITHOUT O I
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. V) In
DATE Q n
REVISIONS APPROVED DATE REFERENCES DarE BENCH MARK OC 0073 SCALE COMMUNITY DEVELOPMENT SERVICES DESIGNED BY DRAWN BY CHECKED BY APPRO'
/ALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N C;S o
CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR vED GRADING AND EROSION
CONTROL PLAN p �
STEEL FNCE POST AT SW CDR INT (� �/ 4218 -
EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: I " =20' BY.' J ,I DATE: PY: /( C BY. SINGLE FAMILY
RESIDENCE U
FE RD 23' W RHO SANTA FE RD & I ` R.C.E. 23485 ,` PARCEL 1 PM 17122 z
60' S EL CAMINO DEL NORTE CL VERTICAL: N/A DATE.` Ip AfwL icm5 WORK PROJECT NO. ET � O
Z U
ENGIN R OF RK DATE: Y'IY-9 DATE: '1���� O
EL 119.476. DATUM M.S.L. VITHAYA SINGHANET EXP 12/31/97 -
SHE �
Apr 05, 1995 - 1027 +02 FRASERI \PROJECTS2: \088 \02 \0207 \DWGS \SHT_I,DWG PLOT: 1 =20
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