1988-8312 G (Plans) a
6
CIA
D&CLARATION OF RESPONSIBLE CHARGE WADING NOTES
I HEREBY DECLARE THAT I 1M THE ENGINEER OF WORK FOR THIS A. GENERAL C. GRADING LEGEND
PROJECT, THAT I HAVE EXER:ISED RESPONSIBLE CHARGE OVER THE PROPERTY BOUNDARY
DESIGN OF THE PROJECT AS DEFINES IN SECTION 6703 OF THE 1• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS',
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A
BUSINESS AND PROFESSIONS CODE, AND THAT TH3 DESIGN IS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE
CONSISTENT WITH CURRENT ST,�NDARDS. CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SHALL INSPECT AND TEST THE
EXCAVATION PLACEMENT AND EXISTING CONTOUR
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL COMPACTION OF FILLS AND BACKFILLS AND COMPACTION
OF
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRENCHES,
HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
SPECIFICATIONS BY THE COUtTY OF SAN DIEGO IS CONFINED TO A SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL (p D; CP)
REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF REQUEST FOR INSPECTION. MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE EXISTING ELEVATION 3 �
MY RESPONSIBILITIES FOR PRDJECT DESIGN. 2. THE SOILS REPORT TITLED PROPOSED SANCTUARY AND SHALL STATE THAT INSPECTIONS
AND TESTS WERE MADE BY
INTERGENERATIONAL CARE CENTER FOR BETHLEHEM LUTHERAN HIM OR UNDER HIS SUPERVISION AND THAT IT1 HIS OPINION,
PROPOSED CONTOUR „�. 3345 -
SOWARDS AND 9ROWN ENGINEERING, INC. EVANGELICAL CHURCH, 925 BALOUR DRIVE, ENCINITAS, ALL EMBANKMENTS AND EXCAVATIONS
WERE CONSTRUCTED IN
527 NORTH HIGHWAY 101, SUICE E CALIFORNIA PREPARED BY BENTON ENGINEERING , INC. DATED ACCORDANCE WITH THE APPROVED
GRADING PLANS AND THAT
SOLANA BEACH, CA 92075 MARCH 24, 1988 SHALL BE CONSIDERED AS A PART OF THIS ALL EMBANKMENTS AND EXCAVATIONS
ARE ACCEPTABLE FOR PROPOSED ELEVATION -9
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE THEIR INTENDED USE. +��Q
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED
'^- 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
IN SAID REPORT.
c� SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT' DAYLIGHT LINE
BY 3 • l �rl2Tb -., DATE �'��$ \ APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND ----
RAND R. B OWN RCE 36'.90 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR AVOID DAMAGE TO ADJOINING
PROPERTIES OR TO FINISHED
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO CONCRETE
CURB & GUTTER (G -2)
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL
SUCH
CONJUNCTION WITF IMPROVEMENT PLANS. TIME AS PERMANENT DRAINAGE AND EROSION CONTROL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE MEASURES HAVE BEEN INSTALLED. CONCRETE CURB
(G -1)
GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS AND FILL SHALL BE PLACED IN ACCORDANCE WITH
STANDARD
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING SPECIFICATIONS. ALL VEGETABLE MATTER AND CONCRETE SIDEWALK (G -7)
OPERATIONS. ANYTHING DAMAGED OR DESTROYED StiALL BE OBJECTIONABLE MATERIAL SHALL BE REMOVED BY
THE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL
IS TO
GRADING. BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE _ BLADED SWALE y - - - - -�
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUME14T REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
EXPOSED
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE SOILS STALL BE SCARIFIED TO A DEPTH OF 6" AND THEN
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL COMPACTED TO A - MINIMUM OF 90 PERCENT. IT SHALL BE THE PROPOSED
CONC. DRIVEWAY (G -14)
ENGINEER OR A LICENSED LAND SJ RVEYOR. CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER
7. THE CONTRACTOR SY.ALL DESIGN, CONSTRUCT AND MAINTAIN AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SPECIFICATIONS. PROPOSED FILL SLOPE - �7-
RESPONSIBLE FOR CONFORMING TO ALL LOCAL„ STATE AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
-
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
REGULATIONS. SECTIONS. THE SLOPES OF EXCAVATIONS LAND EMBANKMENTS PROPOSED CUT SLOPE
8. GRADING ANtt EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED
BY L- Y
MILE OF A STRUCTURE FOR '{UMAN OCCUOANCY SHALL NOT BE THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER
4 ppVEMcv (4 "dC QV CGd£51TQ45E)
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED EAPO:'ED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
ARE
HOLIDAYS. LIA6_6 TO BECOME LOOSENED SHALL BE REMOVED AND
+ DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
B. NOTIFICATIONS ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SOILS ENGINEER'S CERTIFICATE
1 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE I, PHILIP H. BENIGN, A REGISTERED
CIVIL ENGINEER IN THE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY' PIPES MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND AND
STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE
KNOWLEDGE THERE ARE NO EXISTING L'TILI'1'IES EXCEPT AS FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 24, 1988. ONE
SHOWN ON THESE PLANS, HOWEVER: APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED COMPLETE COPY OF
THE SOILS REPORT COMPILED FROM THIS STUDY,
FROM THE SOILS ENGINEER - -ND CITY ENGINEER PRIOR TO THE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
THE OFFICE OF
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DISPOSAL OF ANY SUCH MATERIAL. THE CITY ENGINEER. FURTHE
RMORE, I HAVE REVIEWED THESE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR GRADING PLANS AND CERTIFY THE
RECOMMENDATIONS INCLUDED IN
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCORPORATED IN
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING THE GRADING PLANS AND SPECIFICATIONS.
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY D LANDSCAPING
EXCAVATION, VERIFICATION AND LOCATION OP UTILITIES AND 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE SIGNED:
NOTIFICATION OF COMMENCEMENT OF WORK: WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
RCE NO.: C� rerE<tr�n <A N4
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND � EXP. DATE: ? /9 2
SEWER (CARDIFF SANITATION DISTRICT) 1- 619- 944 -5079 L
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
SAN DIEGO GAS & ELECTRIC 1- 619 -436 -2401 J`SSI'
WATER (SAN DIEGUITO WATER DISTRICT) 1- 619 - 753 -1145 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED
ON �Y 0,��� �
ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON i dt,�
PACIFIC BELL 1- 800 - 422 -4133 COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND
CABLE TV (DIMENSION
' ABLE SERVICES) 1- 619 -471 -9000 APRIL 15, • lra ' ''9? " � `
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 EARTHWORK QUANTITIES
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. E. EROSION CONTROL CUT: 3,000 C.Y.
PHONE: (619) 944-5070 FILL: 3,000 C.Y.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TONY WANKET EXPORT /IMPORT: 0 l F t '
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR Ot p�. Aj
AT 735 - 2945.
INSPECTION. PHONE: (619) 944 -5070. ALL WORK _ z
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ALL SITE ADDRESS
TO REJECTION AND REMOVAL. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
925 BALOUR DRIVE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION ENCINITAS, CA 92024 1k1
OF TCMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
AVrE; WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. ASSESSORS PARCEL NUMBER
TEr1H�t'KQRY /ANVEME-NT5 fW /DE�IING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL 259- 180 -17
DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
d0MVeMENT 44O/V 7 661-OOR tWIVE dRETO CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
BWFr'EMOVED IN CONJUNCTION W /TN 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL OWNER /PERMITTEE
UcT�MdrE /M PRou�MeNrs W /TH FUTURE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO BETHLEHEM LUTHERAN CHURCH
UNCOMPLETED GRADING OPERATION OR UNFORESEEN 925 BALOUR DRIVE
PN O F 06W40FMe:t477 CIRCUMSTANCES WHICH MAY ARISE. ENCINITAS, CA 92024
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE (619) 753 -1026
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ry
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED �_.. Z
GRADING PLAN SHALL BE INCORPORATED HEREON. /
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWA`! FROM THE FAC- OF SLOPE AT THE CONCLUSION OF EACH
WORK DAY. r �
u 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BLS IN
7a� PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) ��y'y � U ul
-l1 ! T M d1 Q
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ZED
p (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER gw�
\ EACH RAINFALL.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PRIVATE CONTRACT
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
COVERAGE ) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 17/ T 1 - -- - °•
N'2 s SIAi1ILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE GTY OF ENC //V/Tl�f.5'
ATE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT L - _ SHEETS C.
m D NEB CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT GRADING PLANS FOR MUP -020 4
a
z OF CONSERVATION.
U N74 FE 0R. tz crHu CfIU,�N °
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No. D
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LOCATION:
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COMPLETE . 0&1 _7 - - -- -- - - -- S ' S S� W
RECORD FROM _Q5 5 1/MEO _ - ( J � Gnd,nq /��J //� (/�y
Tit PI.l1N I S NCR /►S -SILT. P�tm it No /i• �.{
ELEVATION,- 33 9? OAiUM:_- ASSUMED _ �{p RI- meffe RC'Ee?61d
ORIGINAL MNLARS LOST . �_______
FILE N0. 88-l5d.
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