1993-3686 G (Plans) Apo-
GENERAL NOTES: LEGEND:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD STD. DWG. # - yy
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CUT SLOPE (2:1 MAX.) ........................
CONSTRUCTION STANDARDS OF THE -!CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR FILL SLOPE (2:1 MAX.) .......................
_�x
INSPECTION. DRAINAGE SWALE (1X MIN.) EARTH .............. _
I
2. THE SOILS REPORT T I TLED HILLSIP>✓ 5WPE FAILURE, PA1zCEL4, FM 100 4-5 EXIST ItNG CONTOUR ...........................
.
BYE 0e -UCH eNGInE 11'16 6YSTI✓H5 010. DATED AUGUST. 17 1993 SHALL �-
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DAYLIGHT LINE ...............................
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
PAD ELEVATION .................
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES EX/5 /N r, FEivGff FOR
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN PA0PEA71( L-/N
STREET RIGHT OF WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE S 0 AIR
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6 " "PVe
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. AREA L?K,A111 ( I! x I 1
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR E N IR ENT
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITIOH EXISTIn16PRIOR O� AL DATA.
TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK GIN EFRAL N0 WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED
1 ) Steepest Existing Natural Slope On-Site = 2:1
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 10 PRIOR TO' HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND M A I N T A I N ALL SAFETY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
2) Maximum Vertical Depthof Cut = 5'
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH
AND REGULATIONS
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 3) Maximum Vertical Depth of Fill = 5'
WITH REGARDS TO THE HAULING OPERATION.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE- HALF (112) M I L E OF A 4 ) Average Depth of Cut -
5'
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 11 UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF
RECOGNIZED HOLIDAYS SECURITY, AN AS- GRADED. CERTIFICATION SHALL BE PROVIDED
STATING: THE GRADING UNDER PERMIT NO. 3687E HAS BEEN 5) Average Depth of Fill = 5
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ".
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF
THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 THE CIVIL ENGINEER WHO CERTIFIED SUCH GRADING OPERATION.
HOURS IN ADVANCE 8`( CAL- LIt ��►�� a33 -2.-7-70 LEGAL DESCRIPTION
PARC EL- 4� P.M, 10 0 4Y
EROSION CONTROL IH TH�GITY0r- r- IGI GOU 0r-
NOTIFICATIONS: 5A» o'er, A�F�IN a G7 M�.1� ,,-I� o� N° 10045
1 . IN CASE EMERGENCY WORK 15 REQUIRED, CONTACT O. r d . I N 71AR
AT X6/9) 632 -7221 dFFIG� OF TKO �OUN'T - f RE- C'�F2D� -{�
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND off - .g go
STRUCTURE SHOWN ON
AVAILABLLERECORDS. P LANS
O
SEA 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT S I T E ADDRESS) 2 03 GR VSTA� R /1�GE
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER; THE
ALL T T ME. DURING THE RAINY Sr . ALL. NECESSARY MATERIALS SHALL BE F/VC r/v r7 GA 9ZOZ9
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
ANY EXISTING UTILITIES OR STRUCTURE LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES W' N RAIN IS EMINENT.
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF
SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE r1VED OR MODIFIED WITHOUT THE A S S E S S O
R S PARCEL N U M B E R
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF APPROVAL OF THE ENGINEERING INSPECTOR
COMMENCEMENT OF WORK:
4. THE CONTRACTOR SHALL RESTORE AL L EROSION CONTROL DEVICES TO WORKING
A. SEWER - CARDIFF SANITATION DISTRICT (000) 422= 4133 ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF t'
PRODUCING RAINFALL. O W N E R /PER MITT E E:
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC (SCb) 422 -4133
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS 0A V10 A. 14A
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6456 MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 2.903
C- R ys rA L_ 2/Y9GE
D. TELEPHONE -
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ,E1vcfrv�•rAS GA 9ZOZ4
PAC I F I C BELL �OGb) 422- 4l 33 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
E. CABLE TV - TM CABLEVISION (80.0 422 -4133 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
•
WATERS CREATE A HAZ,' '')OUS CONDITION.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (6190 (233- 2'7-0 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. SHALL BE INCORPORATED HEREON. S O I L • S
E NGINEER ' S CERTIFICATE:
PHONE: 15 19) Cv33- 27 ALL WORK PERFORMED WITHOUT BENEFIT OF 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
I, ROB6Rr T. RAN AALIA REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 0 W N E R S C E R T I F I C
A T E : PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END CERTIFY THAT A STUDY OF THE SOIL
CONDITIONS PREVALENT WITH/iv
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES OF
A ND 7- /4 - 93 ONE COMPLETE COPY OF THE SOILS
EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED REPORT COMPILED FROM THIS STUDY. WITH MY
RECOMMENDATIONS, HAS BEEN
AFTER EACH RAINFALL. SUBMIT - ED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
10. SHOU EVIEWED THESE GRADING PLANS CE THE R
R FTIFY E ECOMMENDATIONS
ULD GE M NAT N F Y HAS BEEN OR
GE RMINATION 0 H DROSEEDED SLOP WILL BE RETAINED TO SUPE VISE OVE II I
GRADING ES FAIL TO PROVIDE EFFECTIVE R R ALL GRADING ACTIVITY INCLUDED IN THE SOILS 9EPQRT FOR PROJECT HAVE BEEN
INCORPORATED IN THE
COVERAGE OF GRADED SLOPES (9C Y. COVERAGE) PRIOR TO NOVEMBER 15, THE AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN GRADING PLANS AND 5PEC IF4CATION.
1. ALL GRADING SHALL BE 066e1cVeV AND TESTED BY A QUALIFIED SOILS ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL
a / Lo
HANDBOOK OF THE STATE
ENGINEER OR UNDER HIS DIRECTION. HE SHALL 055ERVEAND TEST THE E O CALIFORNIA DEPARTMENT OF CONSERVATION. SIGNED
r' _ I4
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND ��:, r
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DATE 9 - 9 - 93 '�\
R.G.E. NO. 000
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THATOBSERYA - LION AND E)AVI D A. 1-AAMMAFZ EXP . DATE 3 - 5 7W
� o r ' -
TESTS WERE MADE BY HIM OR UNDER SUPERVISION AND THAT IN HIS 2803 G�`(5TAL. RI G Y B E \ dgM O P I N I O N
, , ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN DECLARATION OF RESPONSIBLE CHARGE � HG I N 1 1,45, GA, gZO �` Y
ACCORDANCE W I T H THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS-
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. I HEREBY DECLARE THAT I A M THE ENGINEER OF WORK FOR T H I S PROJECT, 0019 ) 0032
-
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
F�
2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND S
PRO OSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO
CURRENT STANDARDS. N
FINISHED WORK ON THE SITE AND ZHALL TAKE REMEDIAL MEASURES TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A A qTAL o��
EARTHWORK QUANTITIES :
DRAINAGE AND EROSION CONTROL MEA_0URt: HAS er--erN REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF O � �E
MY RESPONSIBLITIES FOR PROJECT DESIGN. EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND SHALL BE USED FOR
d
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL G� BONDING PURPOSES ONLY. CONTRACTOR
TO VERIFY QUANTITIES FOR
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE �7 P`
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR �°`^^�� a �1�` ST. BIDDIN $ PURPOSES.
1
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE F ILL �A�i o A. l A rr -If1R
9 R.C.E. N0 . 34757 EXP . DATE: 9 -a -5 Lda�
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE F I R M NATURAL GROUND.Tl4e H UAISAKER f ASSOCIATES SAN DIEGO INC. 5 1 TE
, SAN DIEGO \ CA 92121 ((PI!)) 558 45GYj CUT SLOPE 2:1 1 MAX . TOTAL FILL = 190 C . Y .
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN 10179 HUENNEKENS ST o
FILL SLOPE = 2:1 MAX. TOTAL CUT = 190 C. Y.
COMPACTeP TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN VICINIT MAP
STRICT ACCORDANCE WITH SPECIFICATIONS. /uD
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR •-
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED'
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES 3
SHALL BE ROUNDED IN ACCORDANCE W I T H THE GRADING ORDINANCE.
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5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE � - i ,.` Z
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH NEAT
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF = -- W
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER Z
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 0 �
RE VIS IONS APPROVED DATE REFERENCES I LEV.oiig.475,,DATUMmU.S.C.&G.S. Mr4�K gCA� COMMUNITY. DEVELDPMt;�-IT - DEe'� -D APPROVALS
CITY O� ENCINITAS �NGIN��R[NG DEPARTMENT DRAWING N0. W II _ OUNTY BENCHMARK OO.C.0073 -CHIS. PLANS PREPARED UNDER SUPERVISION
OF RECONIJVIEND APPR VED
0. IN TOP OF HE ADWALL. S OUTH W EST � � GRADING P LAND FOR
OR. EL CAMINO DEL NORTE t RANCHO HORIZONTAL i
_ DATE : 8 - BY:, 19 y SLOPE REPAIR _ ! 3�� G
ERTICAL CONTOUR COUN OF SAN DIEGO N/A C �� /0 -15- 3 ,� (� R.C.E. NO. .347s -
- VERTICAL � DAV A. Hgr'IMAR � DATE: /G -Y� DATE: �� LO q3
DATt✓ EXP. 9- 30- 95 WORK PROJECT N0. PARCEL 4, PM 10045 rs MEET I OF 2
GRADING PLAN COVER SHEET - 1116[0.1151PFs 6032 1201 24- Sep -90 02130 EM / 503 -8-OW
i
urn»
. If
Z HYDROSEED MIX "A"
BOR /n/G,
Fl�� /N r�s•T
NpTE: DEPRESS /ON Pos /r� ✓E
pR q N
/ F R /
/ o
Cp s / REC.Ap,v� O AREA S EED LBS. /AC.
AA //./AGE T
VrLET
ANO 6 „PVC 1. O'CONNORS LEGUME 12
` 2. WHITE ALYSSUM 3
mss. /p R \4 / •s� f 3. PURPLE ALYSSUM 4
4. GAZANIA
5. ACHILLEA TOMENTOSA 0.5 ,
6. VERBENA TENUISECTA 2
11 4.,, 7. CALIFORNIA POPPY 1
°F s 8. LUPINE (NANUS) 5
?!? C O. 9. LIMONIUM PEREZII 5
10. EUCALYPTUS SIDEROXYLON 0.5
G4o� 11. EUCALYPTUS CITRIODORA 0_
pool_ TOTAL SEED 39.5
1500 LBS. /AC CELULOSE FIBER
PgoRC�L g RE�o� / o f o� 200 LBS. /AC 16 -20 -0 FERTILIZER
oq qNo
9 .. dam. SCA AO "Aa / 6� c R Ep
S S7.96ts �,`` Fici�E c ��E i .r • 7 •
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CREATE POS / / VE ORAWAG,E
3' M /n!• - TO AREA ORA!/V PER
EX 15T �G SCARP _5% 501L5 REPORT
EXIST'G SCARP —
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REMOVE ANP REPLACE
LOCAL / Z.EO 015P4.AC EO 10
SO MASS I X J
02 �r
FA /LURE SURFACL° 2�
J �P
OF RL-1%40VAL
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OF CLAY SEAM °
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MIN.
MIN
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SECT /ON A -A
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No.34757 m
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Ex*eS 9/30/95 {
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY D�VELOPMEH APPROVALS CITY OF ENCINITAS DEPARTMENT
DRAWING NO. W n..
COL/WrY BENCHMARK *O .C. 0073 -04 IS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VE &&APIA& AHD rR05lDt
- 1 C0t Pt-,4H FQt�
SO. IN TOP OF !- rEAnwAL L_ , SOvTHwE5T 5 L o PF_ )R �pA / R
COP_ EL CA01 "O DEL /`[oRTE f RAeyct4O HORIZONTAL / " *= 40" DATE q � I ry / °� 3 BY: BY: � �„/
SA/YTA �E FtD, �DUNT� OF SAN D /EGO
nn • '
PARCEL 9• P, / 0045 3 �0
SG Gr
C 1` �[ 3 �.A.0 Ct R.C.E. NO.: 34757
ELEV, ;: ! 1 9,g7G DATV(r- U• 5. G, r, S , VERTICAL N /O -I A DATE: lQ f�� DATE: Io
DATE ENGINEER EXP. 9 -30 -ms R C F WORK PROJECT No. SHEET Z OF 2