1991-724 G (Plans) WORK TO BE DONE
A. GENERAL
I SOILS E NGINEER'S CERTIFICATE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
�� 6 I, PEA415 1'1#A AHS"RR�I/t� A REGISTERED CIVIL ENGINEER IN THE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD of
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
- SITE WAS M Y
STANDARD OIUAMING3� ANY CHANGES 011 REV ISIONS THEREFROM SHALL BE APPROVEG FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
CUT SLOPE (2. I MA X.) X -------- - - - - -- OR UNDER MY DIRECTION BER+NE THE DATES THE SOIL CONDITIONS PREVALENT WITHIN-THIS AND AD
ME
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
6toTrva ICA.LINVE,5rn6ATION EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED TO rII r u WITH
MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE Or THE
2. THE SOILS REPORT TITLED ol.rVENH&I4 FAZZM A7 PREPARED BY A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOP'S RESPONSIBILITY TO ru SLOPE
(2 .1 M 96) CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
W* 6mW4 4oIL5 M FOLW DATED 2 -28 -DO SHALL BE CONSIDERED AS A PART PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH
- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS.
EXIS CONTOUR �I�Od / FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLAMS AND
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PROP0519 SPECIFICATIONS.
CO�IIOO R
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO -� �-
3. APPROVAL OF THI3 PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF _ _ _ _
_ _ _ _ _ _ _ _ _ Sy SIGNED: DATE: 7 ' O - 9I
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS C G UNION
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE DIPECTED BY THE ENGINEER OF WORK AND LEFT IN A NLAT AND ORDERLY r IrI'
/! .0
RE IN CONJUNCTION WITH IMPROVEMENT PLANS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR PROPOSED UNION ION -
- - - RCE NO.: 2 6 676 EXP. DATE
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL
6RAA5-UN(V BROW DITCH
BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
E� 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT RlP RAP U -�0
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR S. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE U r
- - - - - - - - - - - - - - -�
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR D
SWAIE (2 �, MIN.) o
GRADING. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED N III
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS aCE26676
C �� a
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
PAY I T C UK ����
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY THE DISPOSAL OF ANY SUCH MATERIAL.
9j CIVIL
--------------- - - - - -- -- r
A REGISTERED CIVIL ENGIN•':FA OR A LICENSED LAND SURVEYOR. PROPI -Vi LINE
0. LANDSCAPING ( F
7. THE CONTRACTOn SHALL DESIGN, CONSTRUCT AM MAINTAIN ALL SAFETY --
DEVICES, INCLUDING SHORING, AMID SHALL BE RESPONSIBLE FOR CONFORMING TO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
ALL LOCAL, STATElANO FEDERAL SAFETY AND HEALTH 3TANOARO3, LAWS AND APPROVED BY THE CITY ENGINEER. PLANS SMALL CONFORM TO THE CITY OF jTaeTm
REGULATIONS. ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE Of A OWNER t PERMIT TEE OWNER'S CERTIFICATE DECLARATION
OF RESPONSIBLE CHARGE
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES OI.IVC�II�IN
fQR�7 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
I (WE) HEREB Y CERTIFY THAT A REGISTERED SOILS THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Or THE
HOLIDAYS. BETWEEN OCTOBER 1 AND APRIL 15. 78G POMETfIA PARK RIM ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE PROJECT
AS DEFINED IN SECTION 6703 Or THE BUSINESS AND
9 SEE ADDIT /OVAL AAOTE I EUCLIDIA C�, 92024 RETAINED TO SUPERVISE OVERALL GRADING ACTIVITY PRorsssioMs cooE,
Aro TmAT uz nsIGN is coNsisTENT Wirth CURRENT
AND ADVISE ON THE COMPACTION AND STABILITY STANDARDS.
B. NOTIFICATIONS E. EROSION CONTROL (619) 633 - I(v00 OF THIS SITE.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
1. THE EXI3TENCE AND LOCATION Of UNDERGROUND UTILITY PIPES AND 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT E'2 DAY AT (619) -943 -1W
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 943 -1742 A 116 q ONLY AND DOES
NOT RELIEVE NE, AS ENGINEER Or WORK, OF MY
RECORDS. TO THE BEST Of OUR KNOWLEDGE THERE ARE No EXISTING UTILITIES CONiACT RICK Ddb RICHARD DA DATE RESPONSIBILITIES
FOR PROJECT DESIGN.
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2. EQUIPMENT AND WORKERS FOR EM RK EMERGENCY WO SHALL BE MADE AVAILABLE AT
L06AN 6461NL-CRII16
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE EGA DESCRIPTION 10 BI 10HAM DR. STE.114
THE CONTRACTOR I3 REQUIRED TO TAKE &A PRECAUTIONARY WASUME3 TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID jL
ADDITIONAL NOTE (,pRDIFF (�►
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. FORTION5 OF 1.01
3 4 IN 6LIC I ON S 1,115 (619)
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID B.�IL LOT 17 OF MAP 848. FlUP WI - 1N COUNi�' 9. NO GRADING
OPERATIONS SHALL COMMENCE
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHnII THE
UNTIL A PREGRADING MEETING HAS BEEN HELD
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: APPROVAL OF THE ENGINEERING INSPECTOR. �ECORDE A5 F/P 89- W(0 86-
�f_ '71
ONS/TE WITH THE FOLLOWING PEOPLE PRESENT BY: _ r DATE: _L_
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING i CITY INSPECTOR CIVIL ENGINEER; SOILS ENGINEER;
A. :.EWERS - 944-5079 C,4Q IP; 5ANI - 17A - ION 171<jTU21GT ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF !A.P N.
2(34. 091. GRADING CONTRACTOR AND PERMITTEE. THE PRE- 39726
RCL NO.: EXP. DATE: /Z -3 93
PRODUCING RAINFALL. GRADING MEETING SHALL SE SCHEDULED WITH
B. GAS i ELECTRIC - 000 - 462- 4136'3 4. T7.6P.A t-� . 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS THE
CITY AT LEAST 48 HOURS /N ADVANCE f
C. WATER - 753- 64lolo cam v. MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
f
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
0. TELEPHONE - 600 -4tr -4133 PACI>=1G e7W-tL. 5 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SITE ADDRESS
It
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED MATERS p
E. CABLE Tv - 000 - Ott -4/33 DaNIELS CaM3L�vl�ilonH CREATE A HAZARDOUS CONDITION. pOD { S.G. OF INTERSECTION Of
ft a"
R A l lVRb?M6Kl' - 11 BEGINNING DEL RANCH 6ROOK51P6 2. MING ANY NON( ON THI3 PROJECT. PHONE:
(61!) 611 -5070. ACT011 3SHALL NOTIFY THE CITY ENGINEERS OFFICE 1G HOURS PRIOR TO 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
0. N.G. OF THE 6ROoKNDE SHALL BE INCORPORATED HEREON. O T .M. 4316
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
I AP N ° • 12 53 8,
PHONE: (619) 244 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
C. GRADING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SMALL BE IN PLACE AT THE END
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST Q
EXCEEDS FORTY PERCENT (401). SILT AND OTHER DEBRIS SHALL BE REMOVED
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS AFTER EACH RAINFALL. �;r
ENGINEER OR UNDER HIS DIRECTION. ME SMALL INSPECT AND TEST THE C01N
S ri
EXCAVATION PLACEMENT AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE RANCHO
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL COVERAGE OF GRADED SLOPES (902 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
ACC ENV /ROWMFNTAL DI! TA - -- -
Q
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS ME SHALL STATE THAT SMALL BE STABILIZED .WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH =
s t -t Q. 4.1. . S7EEP1ES7 EA'/,iTriViG NA7Yi1P�lll .lLq� prl�/ff � 30
INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT - -� r -- •A /AXIMIUAf VfR7 /CAL PEP7X/QFCv'/T_
10 ± 111
SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE �
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ONE �RDOkS `- -'� •IVAX/AKMI YEP7/CAL DIEPTf/Q�f
/LL 10
ACCORDANCE WITH THE APPROVED TRADING PLANS AND THAT A 1 + I 4 V
LL EMBANKMENTS AND OF CALIFORNIA DEPARTMENT OF CONSERVATION. LAM ,,I6gpljQ
EL C • AVERAGE DEPT!/ OIF CUT x I So00 C.. (L�� Sr,,040 FTL X1.1
EXCAVATIONS ARE ACCEPTABLE 6011 THEIR INTENDED USE. � IMO V
d0 � *AVERAGE DEPT/ AF HLL =13,000 C.-I. (v) + 86, Pr': 4.1
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO Cq RTHWORK r N I
PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING OF WATER. HE SHALL =Q
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO QD
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT "'� (3�0�0 C '� v ' /� AS II
I
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE FILL - ► I3,o G 1. - Q � H1J I�UI 1
O
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
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f7 >B EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND N O SC�LC
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL w W W
BY E SWELLING FACTORS.
QUANTITIES MAY VARY DUE TO UNFORESEEN LASSES,SHWLINK"K AND /OR z a-- Z
A PROVE 8 V P o O
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