1998-5665 G (Plans) GRADING NOTES: NOTIFICATIONS: SOILS ENGINEER'S CERTIFICATE: LEGEND
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES I g1&Wzv D/" A
REGISTERED CIVIL ENGINEER IN THE STATE OF ITEM STANDARD DWG SYMBOL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
„
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A MECHANICS, HEREBY CERTIFY THAT A SMPLING
AND STUDY OF THE SOIL 4 ATRIUM /YARD DRAIN
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONDITIONS PREVALENT WITHIN THIS
SITE AS MADE BY OR UNDER MY
D/
CITY OF ENCINITAS AND THE SAN DIEGO ARTEA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN DIRECTION BETWEEN THE DATES /jGtf
/O ANOf�'i /O ONE COMPLETE PROPOSED SLOPES ( 2:1 ) c �� F
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER; COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, NTH
MY asom
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY p REQUEST
FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I
EARTH DRAINAGE SWALE (1% MIN.)
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 2. THE SOILS REPORT
TITLED BARTLING & SIOON RESIDENCE LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
HAVE EXISTING CONTOURS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
PROJECT NO. 98- 1167D3 PREPARED BY EAST COUNTY TESTING & LAB UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
DATED 8/17/98 SHALL BE CONSIDERED AS A VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICAT10N OF sly PROPOSED
CONTOURS
R.C.E.
o1
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN COMMENCEMENT OF WORK: c r s *� n
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS A. SEWERS - CSD 633 -2770 _ ) � u � J�� R. G.E . G {y o7 DATE
EXISTING GRADES
CONTAINED IN SAID REPORT. SIGNATURE NUMBER
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - (800) 422 -4133
�o
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C.E.G. DATE PROPOSED GRADES
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SPEARATE C. WATER - SDWD 422 -4133 SIGNATURE NUMBER
C
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CUT -FILL LINE
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC. BELL (800) 422 -4133 F Wy
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - DANIELS 422 -4133 COMPANY NAME PHONE HO'
RETAINING WALL (top of wall /bottom of wall) 0
GRADING,
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633 -2770.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PROPERTY LINE
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR OWNERS CERTIFICATE:
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WALL BE SUBJECT TO
BENCH MARK WHICH IS DISTUREBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
PROPOSED RESIDENTIAL DRIVEWAY G -14, G -16
OR A LICENSED LAND SURVEYOR. ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE.
EROSION CONTROL FOUND PROPERTY CORNER MONUMENT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICK TuRPK
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AT (C.15) 2r7o -52io2
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 6 PCC CURB PER RSD G -1
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL SIGNATURE DATE
8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT BARTUNG & SIMON
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 2266 MANCHESTER AVE.
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CARDIFF, CA. 92007
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOUDAYS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
GRAVEL BAGS (2 BAGS HIGH)
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 4" SCH. 40 PVC DRAIN
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER LEGAL DESCRIPTION: LOTS
17 & 18 BLOCK 21 MAP 1298 --------------- - - - - --
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN AFTER EACH RUN OFF PRODUCING RAINFALL. IN THE CITY OF ENCINITAS, COUNTY
ADVANCE BY CALLING (760) 633 -2770. OF SAN DIEGO, STATE OF CALIFORNIA. 1,
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL A.C. DRIVEWAY PAVING
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO APN: 261- 071 -19
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE UNCOMPLETED GRADING OPERATION OR UNFORSEEN CIRCUMSTANCES
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE WHICH MAY ARISE. SITE ADDRESS: 2266 MANCHESTER AVE.
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER CARDIFF, CA. 92007 REMOVE EX. DRIVEWAY
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO OWNER: BARTLING & SIMON
OPERATION. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 2266 MANCHESTER AVE.
CARDIFF, CA. 92007
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL GRADING PLAN SHALL BE INCORPORATED HEREON.
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5665 -G 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
HAS BEEN PERFORMED IN SUBSTANTIAL FROM THE FACE OF SLOPE AT THE CONSLUSION OF EACH WORK ENVIRONMENTAL NOTES:
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON DAY.
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 40%
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE (EXCLUDING ANY EXISTING
MAN MADE SLOPES).
WHO CERTIFIES SUCH GRADING OPERATION. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40 . SILT 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 8' AND THE MAXIMUM
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED AND OTHER DEBRIS SHALL BE REMOVED AFTER EA H RAINFALL. VERTICAL HEIGHT OF
FILL 0'
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE
AND TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 3. A) AVERAGE DEPTH
= VOLUME OF CUT C.F. - 10.800 C,F r
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL EFFECTIVE COVERAGE OF GRADED SLOPES (9076 COVERAGE) PRIOR OF CUT AREA oOt r0,8
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLET10N OF PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 B) AVERAGE DEPTH = VOLUME OF
FILL C.F. - INSIGNIFICANT
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF FILL = AR
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT OF CALIFORNIA DEPARTMENT OF CONSERVATION.
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE
SOILS REPORT'S AND THAT ALL EMBANKMENTS AND EXCAVATIONS
ARE SUITABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO 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 EROSION QUANTITIES:
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. EXCAVATION= 400 CUBIC YARDS o
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EMBANKMENT= 0 CUBIC YARDS
I
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE IMPORT EXPORT= 400 CUBIC YARDS 0)
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SHRINKAGE /LOSS= 0 CUBIC YARDS
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 THE QUANTITIES SHOWN ABOVE WERE CALCULATED USING REASONABLE
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENGINEERING METHODS. THE QUANTITIES ESTIMATED ARE FOR USE IN
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CALCULATING THE FEES AND BONDS REQUIRED BY THE PUBLIC AGENCY,
ACCORDANCE WITH SPECIFICATIONS.
NOT TO BE USED FOR JOB BIDDING PURPOSES. ACTUAL QUANTITIES 0
aQF£Oti 0
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS AND THE RECOM- '{
N
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS MENDATIONS OF A SITE SPECIFIC SOILS REPORT. �' It S 2,. �
rn
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS"
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE •_ Q
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY No, G3359S U
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EvTa 6-WO?
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE O
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED Q
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 4e� N
A CCORDANCE WITH THE GRADING ORDINANCE. /
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL E NGINEERS CERTIFICATE 0 ` SITE
Q
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF �k ,L U
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, /T j
�j
HAVE BEEN CLEARED FREE FROM UNSIGHTLY I DEBRIS. N AND
APPROVAL FIN
OF LOCATION OF THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE W �s� F -i
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFES- U
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND SIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT �'
Of
le
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL STANDARDS. d� U
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 165'
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT ENCINITAS FIRE DEPT. SAN DIEGUITO WATER DIST.
o
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT THOMAS BROS. U
DESIGN. 1167 D -3 Q
9 1 l� VICINITY MAP NO SCALE _
Q/,
WAYNE �: TZM RCE 33598 DATE �0 /�7 D 4/Z7198 04
A �OVEDBY DATE APPROVED BY DATE N
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT D� BY DRAWN BY CHECKED BY
WAS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
WAS WAS WAS
PK NAIL AT DRIVEWAY PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR:
ON MANCHESTER HORIZONTAL
• w DATE: all
BY.
SHOWN ON PLANS CI. BY: BARTLING 8c SIMON RES 5665 -G
VERTICAL -3 p - m 4 a O tt'„ - R.C.E. NO. 33598
ELEV. 200.00 DATUM: RANDOM PPR VED BY DATE WAYN S TUT 9 4W EXP. 6 -30 -02 DATE: f0' 2-�S>r DATE: ��-����� LOTS
17 & 18 BLOCK 21 MAP 1298
WORK PROJECT N0. SHEET 1 OF 2
FILE: RTUREKI.DWG 8/31/98
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7.5 SW 192.2ALL 1923
A r te , u S IL 4t IP9 c , I L .; y� l `; \ t t, 1 I y r' ; i ® CONTRACTOR SHALL
COORDINATE W
MATH S.D.G. t E FOR A
OF GAS LINE THROUGH FOOTAIG
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S' r >r - v 0' 4' SCH. 40 PVC DRAIN Z
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CONTRACTOR TO OBTAIN ENCROACHMENT r
PERMIT PRIOR TO WORK IN PUBLIC R/W Q
gf i Wnw V -1n'I MAC. . \
W
\' W HOUSE FF 200.9 I
200 — < EX. GRADE . - 11
< - :.r "::- - ...._;.. I .... _..... -..... 200
_..
RETAINING WALLS SHOWN FOR REFERENCE ONLY s /db ; I * SEE STRUCTURAL ENGINEERM
_...____ -.- �— O CALCULATONS FOR RET. WALL DETAILS
FOR RETAINING WALL DETAILS NO SCALE: ..... s>< PCC a 2x GAR. FF 192.4 SEE BUILDING PLANS
ovwY. Ns
SEE BUILDING PLANS AND 190 — Ac — — 190
STRUCTURAL ENGINEERING CALCULATIONS °vim
E ROSION CONTROL NOT E: _ SECTION A — A SCALE: 1• - 10' HOR. t MER.
CONTRACTOR SHALL PROVIDE 180 O — 180
GRAVEL BAGS (2 —HIGH) AT TOP
AND AT BOTTOM OF SLOPES
LEFT EXPOSED DURING CONSTRUCTION.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT DES W AS DRWWNBY CHEWED BY
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
AS I PK NAIL AT DRIVEWAY PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMENDED APP OVED GRADING
AND EROSION CONTROL PLAN FOR:
ON MANCHESTER HORIZONTAL: 1 " =10'
sal °JS
SHOWN ON PLANS DATE: BY: c. BY: B A R T L I N G& S I M O N RES.
VERTICAL: 1 " =10' . 3 _ t R.C.E. NO. 33598 5 6 6 5 - G
WAYN STUTZMAN / DATE: 10 _ a LOTS 17 do 18 BLOCK 21 MAP 1298
ELEV. 200.00 DATUM: RANDOM A ROVED BY DATE EXP. 6 -30 -02 'Z��Q DAB' S�� �" WORK PROJECT N0.
SHEET 2 OF 2
FILE: RTUREK.DWG 8/31/98