1989-9290 G (Plans) LEGEND
ITEM STANDARD SYMBOL
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL PLdNTER dREd GRADING NOTES E
DRAWINGS
PLACED MATTER AND OBJECTIONABLE MATERIAL T STANDARD SPECIFICATIONS.
BE C ALL VEGETABLE
VdR/ES !2" i A. GENERAL REMOVED BY THE
16"0/0 (y) CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. EXISTING CONTOUR 3 6
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE LOOSE
REGIONAL AND THEIN COMPACTED T SOILS SHALL
OF 90 PERCENT. IIT SHALL BET E PROPOSED CONTOUR
e � AREADREGSPE LIFSTANDARD DRAWINGS. ANY CONSTRUCTION,
ORTREVIS REVISIONS
NO NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 8 i
C @32 OC �V CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
- #
CLR ° THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY NOTel 6R4aEoF o CO W CONTRACTOR'S
ACCORDANCE NSIBIILITY TO PLACE SPREAD WATER AND COMPACT THE
� � � Exisrears�sraC P[ 6NENr �' 2 'PARISH I HALL REPORT TIT REPORT OF SOILS
JOHN'S CATHOLIC INVESTIGATION, ENCINITAS PROPOSED 4 PRODUCE SMOOTOH SURFACES AND N FORM CROSS SECTIONS. THE SLOPES OF EXISTING
ELEVATION
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
) BOULEVARD ENCINITAS, CALIFORNIA PREPARED BY GEOTECHNICAL AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
PROPOSED ELEVATION (2458
EXPLORATIQN,-INC. DATED DECEMBER 1, 1988 SHALL BE CONSIDERED AS A
^aOPE u6RrE5 RE�ERJ �UPOF Exr5r Q PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE CONDITION. ALL STONE, ROOTS AND OTHER WASTE
MATTER EXPOSED OR j
roPrwroR
69u 6U✓TE� WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
,g"QS WEEP otoRe-TO 5/TUM/NOU5 WATERPROOF/N6
e� r�ana rf HOLE 3=4 ORd/N °' " REPORT. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL CONCRETE
CURB (G-1)
' MOAl t�J( M68 0ETd IL-- O/c #4 @/2 0/0 3. APPROVAL�OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SLOPES SHALL BE ROUNDED
IN ACCORDANCE WITH THE GRADING ORDINANCE.
A .. .
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE !,
NTs. � " ' ° ' LOCATION AND TYPE OF PUBLIC DRAINAGE -FACILITIES, NOR OF
' COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONCRETE SIDEWALK
IMPROVEMENT WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND (G-7)
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
3"CLR PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH
f NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
IMPROVEMENT PLANS.
4=0" 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
PED. RAMP(TYPE'A' MODIFIED) (G-27)
,{ C 5. CONTRACCTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
of LCRETE P(d/vT ®� T�/� DAMAGED OR DESTROYED SHALL BE DURING
PLAC D GRADING
OR OPERATIONS. ANYTHING
TO CONDITION _
�P SURFACE FLOW DIRECTION
�. D. LANDSCAPING
2a Fly
NT S. 6. THE
EXISTING PRIOR
ER GRADING.
BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS a
APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF CONCRETE MASONRY WALL (C-3), SEPARATE PERMIT
eCOMC MABON9Y W4LL DER nry 2- �/4®/G'0/a(H) MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND ENCINITAS GRADING ORDINANCE AND ALL ADOPTED
LANDSCAPE AND
-
0F 64N CIE60 1301WIA6 (NSFECrION REPLACED BY A REGISTERED CIVIL ENGINEER OR A• LICENSED LAND
/2' IRRIGATION STANDARDS.
06�qfjR7-neN7-5767.6O 17 610 7 -{ SURVEYOR. 2 BETWEEN FINISH GRADING ® LA TING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR CONCRETE
RETAINING WALL DETAIL SHOWN HEREON
T (BY SEPARATE PERNli7) N�i' I #0ep 32"O,/C(v) 7' THE CONTRACTOR INCLUDING SHALL DESIGN,SHORING, AND CONSTRUCT
SHALL AND MAINTAIN S RESPONSIBLE FOR
TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OFANY SLOPES GRADED
2'CLR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTF� - F
PRA°OSEO CDNC. s6 F3
STANDARDS, LAWS AND REGULATIONS. PROPOSED FILL SLOPE
A' /O"O/CCVJ 8. RADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A
2�cQa b' ° ° e STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN E. EROSION CONTROL cg'
/M
s o F� sT Ccr✓c cuRe, IX.S(pPE BITUMINOUS M4TEFTPR00F1NG THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AyD 1. IN CASE EMERGENCY WORK
IS REQUIRED, CONTACT ROY RIGALADO AT(619)945- PROPOSED CUT SLOPE
uaaies �a � � UUrre�� 4e, ,,( � ,CITY RECOGNIZED HOLIDAYS. 3425
� ma W I CU.PERFORATED DRq/N ALL W/ 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
1 CU FT/LF. C>RLIVEL.INSTALL AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL PRIVATE STORM DRAIN
M , Q ? \ / 3„ (OR EOU/V)AROUNDGRAVEL. B• NOTIFICATIONS- CONSTORUCTION OFTEN TEMPORARY DEEM C S WHEN RAIN IS EMINENT.
RAPID
s Fw°au°s �c = �M/RAF/ IdO-N dEO FILTER CLOTH
g SLOPE P(PE TO DRA1N 1. THE EXISTENCE AND LOCATION OF .UNDERGROUND UTILITY PIPES AND BROOKS CATCH BASIN o
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY. A SEARCH OF 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE ❑
M®SDNI�Y �N®LL- oer.611' ---fal #'S e 20"O/C AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO APPROVAL OF THE ENGINEERING INSPECTOR.
NTS. s EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH PROPERTY BOUNDARY -
-�� PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK RUN-OFF PRODUCING RAINFALL.
~ 5'TD�YG16HT 2-B" 3" SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES „
(MI�� DAYLIGHT LINE
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING �.. "-
/`�/�//' Q �(� �(� WALL / VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
'L O ve• , 1 ETZ// v®/ Y 5 YVALL OET ®C.. COMMENCEMENT OF WORK: 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
D PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
N WATERS CREATE A HAZARDOUS CONDITION.
TS. DECLARATION OF RESPONSIBLE CHARGE
SEWER(CARDIFF SANITATION DISTRICT) 1-800-422-4133 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
SAN DIEGO GAS &ELECTRIC 1-800-4224133 PLAN SHALL BE INCORPORATED HEREON. HAVE EXERCISED RESPONSIBLE CHARGE OVER
THE DESIGN OF THE PROJECT AS
WATER {SAN DIEGUITO WATER DISTRICT) 1-800-422-4133 DEFINES IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE,
AND THAT THE
PACIFIC BELL 1-800-422-4133 B. GRADED AREAS AROUND THE PROJECT PERIMETERPIMUST DRAIN AWAY FROM DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
< CABLE N(DIMENSION CABLE SERVICE) 1-800-422-4133 THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
\ IZ3 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY
Q 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR OF EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST
THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619)944-5070 EXCEEDS FORTY PERCENT(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED
ME,AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
Z 3. THE'CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. AFTER EACH RAINFALL. "
N89 38 22 14/ h PHONE: (619) 9445070. ALL WORK PERFORMED WITHOUT BENEFIT OF 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL
TO PROVIDE EFFECTIVE SOWARDS AND BROWN ENGINEERING, INC.
348.93' v h\ �� INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. COVERAGE GEAOF GRADED STABILIZED WITH PUNCHED COVERAGE) INTO
NOVEMBER
IN
15,THE 527 NOR H HIGHWAY CA 101, SUITE E
°S g �S BL y®• _ C. GRADING ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL CZ
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS HANDBOOK OF TH E STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
��b 32 ENGINEER'OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE
'L-679
h I EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SOILS ENGINEER'S CERTIFICATE BY DATE ( IzRI�E�
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED I, JAIME A. CERROS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
RANDY R. BRO N RCE 36190
O ,W AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT CERTIFY THAT A SAMPLING AN STUDY OF THE SOILS CONDITIONS PREVALENT
CF m OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES LEGAL
DESCRIPTION
Om AND°THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE OCTOBER 17, 1988 AND DECEMBER 1, 1988. ONE COMPLETE COPY OF THE SOILS
PORTION OF SECTION 14, TOWNSHIP 13 SOUTH, RANG04 WEST, SAN BERNARDINO
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN MERIDIAN,
IN THE COUNTY OF SAN DIEGO,STATE OF CALIFORNIA, ACCORDING TO
N89° 39°33"W 659.80' Z j THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ,FURTHERMORE,
I HAVE UNITED STATES GOVERNMENT SURVEY.
v INTENDED USE. REVIEWED THESE GRADING PLANS AND CERTIFY THE RECOMMENDATIONS INCLUDED
1V89 039'32"W � 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
IN THE
32940' ® PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL GRADING PLANS AND SPECIFICATIONS. (Jog No. 69-4(73) SITE ADDRESS
�lU CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES 1001 ENCINITAS BOULEVARD
N �' J OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES' ENCINITAS, CALIFORNIA
d TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS SIGNED: -
�Z p,
a ed N J PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE_$EN RCENO.:
ctl INSTALLED. EXP. DATE: .3® 9F
ASSESSORS PARCEL NUMBER
0 259-311-07 8 08 i
1V89 090%S"W 6(,0.20'
`}
ftf7ER dRF � OWNER/PERMITTEE EAATHWORK QUANTITIES N\:iT
ST.JOHN'S CHURCH
AMP�/
�EY /�/�1 OF WORK. SEE SH ET 2 . 2 C (o -N .5 00�% (f/) 1. CUT: 180 CY POST OFFICE BOX 457
ENCINITAS, CA 92024
� FILL: 220 CY
C4
# 4 "O/C 17
SGE /" 24
200' '. 2. STEEPESTIEXISTING M SLOPE WHERE PROPOSED GRADING IS TO OCCUR IS
50%.
3. MAXIMUM VERTICAL DEPTH OF CUT IS 3.3'
/2° IAI INTO 4dT/✓EW1e MAXIMUM VERTICAL HEIGHT OF FILL IS 2.0'
4.a. VOL OF CUT(FT3) = AVG. DEPTH OF CUT(FT) = 4860 = 1.1'
AREA OF CUT(FT2) 4374
b. VOL OF FILL(FT3) = AVG. HT OF FILL(FT) = 5940 = 0.25'
H COW 126&VTE9 OG C T®1l. � AREA OF FILL(FT2) 24036
w N.T.S
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° #�5 @20 % 320-/1087 M
n No. Oescriptinn App®omed bq Date -
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CT 9290-6
H ELEVATION: 3/5 d9 �ROE6RT4. W�44REN RCEP98lCl
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a"
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o e CALIFORNIA COORDINATE INDEX 320-/(067 LU
SUMP 'a' CHECK \/A. PUMPdREd.REFER TOMECHLI/v/CdL OWGS. No. Deunyuoe Approved by Date 'I
PUMP CsYP /°OR ALL //VicLQ dND SPEC/F/C1TIONS m DESCRIPTION: TOPOF BRd55 C40IN COUNTY MONUMEN7-WELL e « aw
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a t o.' 9; pl r{ 311: 25' ° 1 R.c.efC�3la f/2 yl
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SUMP P/T DETQ/� I RECORD FROM: -/OUNTYOF w4N DIEGO ,L Z�4o 9/�9®® /+
NTS- " ELEVATION: 31549 Grie1n° G l7
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DATUM: USCG'�✓ vomut No.
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