1989-9204 G (Plans) i
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NOTE LIMEM
1 . ALL WORK SMALL
THESE PLANS, THE B
STANDARD I W ITH
FOR 1• QUALIFIED SO BEENGINE R INSPECT ED AND TES
ER HIS FARTHWORK QUANTITIM SUBDIVISION BOUNDARY ...............................
PUBLIC WORKS CONSTRUCTION THE DESIGN DIRECTION. HE SHALL INSPECT AND TEST THE
CONSTRUCTION STANDARDS OF THE CITY OF EXCAVATION PLACEMENT AND COMPACTION OF FILLS 1) EXCAVATION '500 CY
PROPERTY LINE ....... ...............................
ENCINITAS AND THE SAN DIEGO AREA REGIONAL AND BACKFILLS AND COMPACTION OF TRENCHES. HE CY
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS SHALL SUBMIT SOILS REPORTS AS REQUIRED AND I Cy EXISTING
STRUCTURE .. ............................... 1
THEREFROM SHALL BE APPROVED BY THE CITY WILL DETERMINE THE SUITABILITY OF ANY FILL
ENGINER PRIOR TO ANY REQUEST FOR INSPECTION. MATERIAL. UPON COMPLETION OF GRADING 2) STEEPEST EXISTING SLOP= MHM PROPOSED LOT
NUMBER .......... ...............................
OPERATIONS HE SHALL STATE THAT INSPECTIONS AND GRADING IS TO OCCUR: 64 (EXCLUDING END
2. THE SOILS REPORT TITLED " HYGEIA, LEUCADIA, APN TESTS WERE MADE BY HIM OR UNDER HIS DUMPED AREA)
EXISTING ELEVATION_ ......................... •• .�-
254 -251 -1 AND 2" PREPARED BY JOHN VERNON AND SUPERVISION AND THAT IN HIS OPINION, ALL
CONS G SHALL BE RT OF TH TH 22, 1988, AC GRADIN I ACCORDANCE WITH THE APPROVED CON STRUCTED IONS ARE 3) (E MAXIMUM VERTICAL DEPTH OF CUT:
PAD MAXIMUM 6 V ERTICAL ICAL DZ ff OF) LL: Z IINZSH� .... ...............................
THE RECOMMENDATIONS AND SPCIFICATIONS ACCEPTABLE FOR THEIR INTENDED USE. 4) /31500 VOLUME OF CUT (!T
CONTAINED IN SAID REPORT. SQ00 AREA OF CUT (FT ) EXISTING CONTOUR .... ...............................
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE EXCAVATED SURFACES TO PROVIDE POSITIVE 2.7C/fT� AVG. DEPTH OF CUT
FINISH GRADE CONTOUR .................. . ...........
. - :K
APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE AND PREVENT PONDING OF WATER. HE
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS SHALL CONTROL SURFACE WATER AND AVOID DAMAGE $( 700 VOLUME O! JILL (pT
DAYLIGHT LINE ....... ............................... -
WITHIN STREET RIGHT -OF -WAYS. SEPARATE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON -p!g,600 AREA OF FILL, (pT
APPROVALS AND PERMITS FOR THESE SHALL BE THE SITE AND SHALL TAKE REMEDIAL MEASURES TO FILL SLOPES .........
............................... "-
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL _ / ?4 fT � AVG. DEPTH OF FILL
PLANS. SUCH TIME AS PERMANENT DRAINAGE AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY SWALES AND FLOW DIRECTION ..........................
OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE
FILLED AND FILL SHALL BE PLACED IN ACCORDANCE STORM DRAIN ......... ...............................
5. CONTRACTOR SHALL TAKE ANY NECESSARY WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
PRECAUTIONS REQUIRED TO PROTECT ADJACENT MATTER AND OBJECTIONABLE MATERIAL SHALL BE HORIZONTAL SEEPAGE
PIT ............................
PROPERTIES DURING GRADING OPERATIONS. REMOVED BY THE CONTRACTOR FROM THE SURFACE mfTE.ILY)w NESTEiPLY
ANYTHING DAMAGED OR DESTROYED SHALL BE UPON WHICH THE FILL IS TO BE PLACED. LOOSE {�' SEWER
LATERAL ....... ...............................
REPLACED OR REPAIRED TO CONDITION EXISTING FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO `
PRIOR TO GRADING. SUITABLE FIRM NATURAL GROUND. THE EXPOSED WATER LATERAL ....... ...............................
�
SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND I
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT ADDALGR/ $"
SEWER ............ ............................... �� S
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SHALL BE THE CONTRACTORS RESPONSIBILITY TO GHT
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED PLACE, SPREAD, WATER AND COMPACT THE FILL IN OF WAY TD BE AC PAVING ...........
...............................
BY A REGISTERED CIVIL ENGINEER OR A LICENSED STRICT ACCORDANCE WITH SPECIFICATIONS. DEO /CWMD ON MAP
LAND SURVEYOR. .9O ts' . EXISTING DITCH ...... ............................... p
4. CUT AND FILL STAPES SHALL BE CUT AND TRIMMED 7o THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND TO FINISH GRADE TO PRODUCE
SMOOTH SURFACES AND EXISTING WALL ....... ............................... . -n - -� ,
MAINTAIN ALL SAFETY DEVICES, INCLUDING UNIFORM CROSS SECTIONS. THE SLOPES OF -
SHORING, AND SHALL BE RESPONSIBLE FOR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, EXISTING EDGE OF
PAVEMENT... ....... o ........... o ...
CONFORMING TO ALL LOCAL, STATE AND FEDERAL PLANTED AND TRIMMED AS DIRECTED BY THE E.P. YAE /ES EX/sT ,IC•
SAFETY AND HEALTH STANDARDS, LAWS AND ENGINEER OF WORK AND LEFT IN A NEAT AND YAMS v4 '9/ES 0 YEME.t/T Z •
TYPE W16 WATER UTILITY BOX (QUIKSET OR EQUIVALENT).
REGULATIONS. ORDERLY CONDITION. ALL STONES, ROOTS AND )Wp0SEO GA'OUNO WITH CAST IRON TRAFFIC GRATE .....................
OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
8. GRADING AND EQUIPN=T OPERATING WITHIN ONE - EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME EX /sT /W' �',POUHD
FINISH PIT ELEVATION ............................... FPE. 7 0
HALF (1/2) MILE OF A STRUCTURE FOR HUMAN LOOSENED SHALL BE REMOVED AND DISPOSED OF.
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE THE TOE AND TOP OF ALL STAPES SHALL BE ROUNDED „
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON IN ACCORDANCE WITH THE GRADING ORDINANCE. ') AC P,4V /Nl,';
f!B
SATURDAYS, SUNDAYS AND CITY RECOGNIZED TYP /CAL SECTION
HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER
OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY f1YGE /�4 AVeltlVE
THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. SCAL E - 10 1. THE EXISTENCE AND LOCATION OF UNDERGROUND
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE UTILITY PIPES AND STRUCTURES SHOWN ON THESE
SECURED FROM THE SOILS ENGINEER AND CITY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
DON C 1 PYRU ( 619) 436- 352/
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH jG• GENERAL (/T /L /TY RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE
MATERIAL. ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL / AND ACCESS AND THESE, PLANS, HOWEVER.
BE MADE AVAILABLE AT ALL TIMES DURING THE r/,�A/N�A6E EASEMENT
L,
RAINY SEASON. A NECESSARY MATERIALS SHALL /B� 18f THE CONTRACTOR IS REQUIRED TO TAKE
DUE
BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN PRECAUTIONARY
MEASURES TO PROTECT ANY
TO FACILITATE RAPID C019STRUCTION OF TEMPORARY ACCORDANCE WITH PLANS APPROVED BY THE CITY /.f' 1 1 ' EXISTING
UTILITIES OR STRUCTURES LOCATED
DEVICES WHEN RAIN IS EMINENT. ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ; AT THE WORK SITE. IT IS THE
CONTRACTOR'S
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR ENCINITAS GRADING ORDINANCE AND ALL ADOPTED RESPONSIBILITY
TO CONTACT THE FOLLOWIWG
MODIFIED WITHOUT THE APPROVAL OF THE LANDSCAPE AND IRRIGATION STANDARDS. OWNERS OF SAID UTILITIES
OR STRUCTURES
ENGINEERING INSPECTOR. PRIOR TO ANY EXCAVATION, FOR VERIFICATION
2. FINISH GRADING AND PLANTING SHALL BE AND LOCATION OF UTILITIES AND
ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 G�AC �� NOTIFICATION OF COMMENCEMENT OF WORK:
CONTROL DEVICES TO WORKING ORDER TO THE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION OR IMMEDIATELY UPON COMPLETION -OF ANY SLOPES l
R .
SATISFACTION OF THE CITY ENGINEER AFTER EACH GRADED BETWEEN OCTOBER 1 AND APRIL 15. Z � t /. A. SEWERS
_ I.EUCADIA COUNTY 1QATER
RUN - OFF PRODUCING RAINFALL. _ DECLARATION OF RESPONSIBLE CHARGE: DISTRICT (619) 753 - 0155 8 n_
B. GAS i ELECTRIC - S.D.G.4E. 1 -800-
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK
FOR 422 -4133 V
EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 9 AC. P•01 146AIT THIS PROTECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
O�
THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 04/ G ",4. 0- OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION
C. WATER - SAN DIEGUITO WATER DISTRICT
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE (619) 753
-6466 Q
MAY ARISE. DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
D. TELEPHONE - PACIFIC BELL 1 -800-
6. THE CONTRACTOR SMALL BE RESPONSIBLE AND SHALL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 422
-4133
TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC SOILS ENGINEER'S CERTIFICATE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED
TO Q
TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER
OF E. CABLE TV - DIMENSION CABLE SERVICES (yQ
CREATE A HAZARDOUS CONDITION. I, JOHN E. VERNON A REGISTERED CIVIL ENGINEER IN TYP /CAC SEC T /ON WORK, OF NY RESPONSIBILITIES
FOR PROJECT DESIGN. (619) 598 -6666 EXTENSION 262 �1
THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS V �
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY PRIVATE ORIVe WA Y GEORGE
O'DAY 2. CONTRACTOR SHALL NOTIFY THE CITY
DAY CONSULTANTS (619) 944 -1010
APPROVED GRADING PLAN SHALL BE INCORPORATED '
CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS O ENGINEER'S OFFICE 48 HOURS PRIOR
TO
HEREON. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY NO SCALE 7750 -2H EL CAMINO REAL BEGINNING ANY
WORK ON THIS PROTECT.
ME OR UNDER MY DIRECTION ON OR ABOUT CARLSBAD, CA. 92008 k
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST 1988. ONE COMPLETE COPY OF THE SOILS REPORT PHONE:
(619) 944 -5070 V
DRAIN AWAY FROM THE FACE OF SLOPE AT THE COMPLIED FROM THIS STUDY, WITH MY RECOMMENDATIONS, BY: DATE: OP
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE tQt
CONCLUSION OF EACH WORK DAY. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY E SPUD/ ON CALLS FOR
INSPECTION. PHONE: (619) ^ �)
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS T EXP. 944
- 5070. ALL NONE PERFORMED WITHOUT
c 'a BENEFIT OF INSPECTION WILL BE SUBJECT TO
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE ((�
BE IN PLACE AT THE END OF EACH WORKING DAY r `'� REJECTION AND REM4 WIVAL.
WHEN THE FIVE (5) DAY RAIN PROBABILITY BEEN INCORPORATED IN THE GRADING PLANS AND ?`
FORECAST EXCEEDS FORTY PERCENT (401). SILT SPECIFICATIONS. 7 1
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH 4 � T u O
RAINFALL. Me1c6� n L� I C
SIGNED: fi"�Re n PATTY tgNE I� \
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL o 2600' ^ LEGAL DESCRIPTION
TO PROVIDE EFFECTIVE COVERAGE OF GRADED STAPES RICE NO.: Z/ /t/ GE dS'JP n E P
y $�T LEUCAD /q B[v0. TATS 9 IN BLOCK 6; THE NORTH 1/2 OF NAT 8 IN BLACK
(90! COVERAGE) PRIOR TO NOVEMBER 15, THE
SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW EXP. DATE: V - ZC - Z 6; THE SOUTH HALF OF LOT 8 IN BLOCK 6
OF SOUTH
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF COAST PARK IN THE CITY OF ENCINITAS, COUNTY OF SAN % '
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF DIEGO, STATE OF CALIFORNIA, ACCORDING THE MAP W
THE STATE OF CALIFORNIA DEPARTMENT OF
QRpFESS /0N THEREOF NO. 1776, FILED IN THE OFFICE OF THE COUNTY
CONSERVATION. 11J
E. APN 254- 251 -01,02 ESS�ON O q/ RECORDER OF SAN DIEGO COUNTY, JANUARY 11,
1924.
_e{ OF
U fa i CONSULTANTS Q �
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CIVIL ENGINEERING 7750-2H EL CAMINO REAL, RANCHO LA COSTA
O C7 PLANNING • PROCESSING CARLSBAD, CALIFORNIA 9 Z
_ "' m vz ml / MAP 3 ' SURVEYING PHONE 619/944/01
cr No. 858
A
� OWNER/SUBDIVIDER Y
0'1 " q.Sr11 a Exp. 9 - ft NO SCALE ND =14 DESK;N+EDeY: A I DATE: AI N
4` �r 0 JOSEPH B. i MARGARET J. KOWALSKI * Vt d/ DRAWN BY+ SCALE: -
EO TECH1 00 - a� 1310 HYGEIA STREET /l C PROJECT EN . O Joe No
'DAY Ld -'
A � OF CNd�E 9jE OF CAI.�FOQ� ENCINITAS, CA 92024 .: a lam` LtJ �-
ENGINEER OF WORK: w w Lj
law IydmwAt Z x Z
60V ft Z 0 - AI R.C.E. /04 D TE Z Q
REVISIONS APPROVED DATE REFERENCES DATE BENCH MAC( SCALE SAL DISTIFICT APPROVALS CITY OF ENCINMA8 PUBLIC WORKS
DEPARTMENT DRAWING NO. W Q CL
CO. BM N0. /40 -5M BRASS PLANS PREPARED UNDER SUPERVISION OF APPROVED O /' '� Fes`
D /SC NORTH EAST CORAeR R.R. ) _ ENC /N /JAS T. PM. ND. 0Q -.?7/
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DATUM M8L VERTICAL ENGINEER
GEdk!iE OD.�Y EXP. / Z•3/92 R.C.E. L1i \fir WORK PROJECT No SHEET / OF 3
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SURVEYING PHONE 619/944.1916
.9LL .JLOOES 70 AE A!.'ANTED cp .oz� i No. 3101
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Wi7J�/ /CE PL.+WT /4 "O.C. -�� �'J * /Z -.3/9Z DESIGNED BY:G DATE: MARCH
J DRAWN BY: A✓ SCALE: - 90'
r '�n( PROJECT ENGR.: e O'DAY JOB NO.: 68- 7016 W
ENGINEER OF WORK: UJ LLJ LJ
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6f E O'LLI R.C.E. W04 DA o
DESIGNED Q CHECKED BY . Z 0
REVISIONS APPROVED DATE REFERENCES DATE BBCH MARK SCALE SPEM DUTFICT A D MVALS CITY OF ENCINITAS PUBLIC WORKS
DEPARTMENT DRAWING N0. W Q D
CO. 8MN0• /40 -STD BRASS PLANS PREPARED UNDER SUPERVISION OF /f �� APPROVED * GRAO /N N.S FO :
7,PR., 4/0, 40-37/
D / s C NORTH EAST COiPNE�P HORIZONTAL DATE BY: L ENew /PR. ��/ 4S T. P. Af No.
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R.C.E. NO.:
ELEK 77-48-9 VERTICAL NA � t /O � DATE: lm .r CAL COOK .j.SO -/(077
DATUM AM DER " /t -JI.9t 7
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SURYt Y1K PHONE 619/941 -1010
x No 3X14
t /Z_f, /.yZ * DESIGNED BY DATE: Af4 H 1909 (n
CIVR A DRAWN BY �� SCALE: I = 20 ..
V /C/N /TY MAP E + FRl EWI.: ��I Q'Gwr ,OB NO.: Be- 7oif V)
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NO SCALE ENGINEER OF WORK: W Ld L
B Ile ` R.C.E. .fit /O DA C
REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SPECIAL USTPoC T AP"MALS CITY OF EN NWTA8 PUBLIC
WORKS DEPARTMENT DRAWING NO. W Q C
CO. 8MN0.140 -lll BRASS PLANS PREPARED UNDER SUPERVISION OF APPROVED: e. CL'YVrA Z aAN r.RM. •,77/
D / sC NORTHEAST COA'NEe RP� /` =ro' �- �� ENClAllms T. P. w. . ,t "
8.l 0 BNC /N /TAS QLVO HORIZONTAL DATE LLB BY: �_
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LEV. 77.469 VERTICAL /✓A - R.C.E. N0.: M140 DATE. ll i ENC /NEElP CAL COOR J-YO -/G77
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GEO.PGE O'GNY EXP. R.C.E. 2111AL WORK PROJECT No. SHEET 3 OF j