2001-7026 G (Plans) mm
SOILS ENGINEER'S CERTIFICATE
C. wummm I, S1!j0X_t tAIM A . ^.CGISTERED CIVIL ENGINEER IN THE STATE OF
1. ALL WORK MML BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A WALIF'TEO SOILS CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONSTRUC ?ION STANDARDS OF THE CITY OF ENCINITAS A N D THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION E OF FILLS AND BACKFILLS
AND
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY 6COTFK r�'s� '
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED S^It.
BETWEEN THE DATES //M��a/ AND i�o� ONE 1
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILT, DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETE COPY OF THE SOILS REPORT COMPLIED FROM THIS STUDY, WITH �
REQUEST FOR INSPECTION.
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF
THE CITY
pRdPl'�S�O 29STDE14Zlwl- AND TESTS WERE MADE BY OR UNDER HIS SUPERVISION AND THAT IN HIS ENGINEER. FURTHERMORE, I HAVE REVIEWED
THESE GRADING PLANS AND
2. THE SOILS REPORT TITLED 24M dxFORC �' PREPARED BY •O' OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
i
DATED t S 01 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS THIS PROJECT
HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SPECIFICATIONS-.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
` � Isrm
3. APPROVAL or THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL SIGNED:
DAB '14/O r
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE - WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
-
WITHIN -MEET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK Ot+l THE SITE AND SHALL TAKEAIEMEDIAL MEASURES TO RCE NO..'
� C �I rT Y MAP
t3 Jr EXP. DATE: 9 O I y � ` +, '
• THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME_ AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN' Me.62j po Sc,�►� -E
•4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. * dv ~•
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS -'O -BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
Olt CAl
PROTECT ADJACENT -PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IW ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DECLARATION
OF RESPONSIBLE CHARGE
EXISTING PRIOR TO GRADING. ! CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED bAgAK pAKNoOs�
Y�►ARii
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM W(a OXFORD AvE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF I
HEREBY-DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 'PROJECT,
ENCiN1TA5 , CA °1202q
MARK WHIC H DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE- DESIGN OF THE IS DISTURBED OR
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO E'INISH GRADE TO_ I
UNDERSTAND THAT` THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF BY THE
CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT 24 It OKFVKIJ AICNM1UE . MM NATXS
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
AND REGULATIONS. •DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEATAND ORDERLY DESIGN.
CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR A N•
8. GRADING AND EQUIPMENT OPERATING WITHIN? ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED THE
SEA BRIGHT COMPANY UPI 1i A0441
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL, BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES 4322
SEA BRIGHT PLACE
HOURS OF 5:30 P.M. AND 7:30 - P.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CARLSBAD,
CA 92008 �°EO
RECOGNIZED HOLIDAYS. - AL SHALL 619%720 -0098 `t 0.- LAGAt. tMSC16MOU : s s
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL � �` LOZ S 4S A 4(e, BLOCR 1i, "YWI` O V
P. CVTy M Ciri MA'S
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A By
. R+f QS�71ftJ� DATE: ]1101 No. COON t295 QEGOADFA NOVEtS - 14
M ,1 10
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND NEAT AND - FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL s
Mjl
PERMITTEE. THE PREGRADE MEETING -SHALL BE SCHEDULED WITH THE CITY OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER RCE:
2�3 EXP. DATE 3131 s clvn.
AT LEA ST 4 8 HOURS IN ADVANCE BY CALLING ( 760) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
OF P�tE. P�►R�3 �Y�
TNT SEA $RtG�t'T ClQ1�tPA1�i�i
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
43Z2�EA �R iGH'C PL ACV,
PROPOSED CONSTRUCTION SITE WITHIW THIS PROJECT THE DEVELOPER SHALL D. LRWDSCAPTM ''
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE CASZL.S��, GA °�ZOOa
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
TO THE OWNEWS CERTIFICATE pq IFA x '160 - ISO ' 00
CONDITIONS AN D REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM
REGARDS TO THE HAULING OPERATION. CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT IRRIGATION STANDARDS.6AAy�
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
" HE GRADING 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER OR GEOLOGI -ST IP�ON MOUNTAIN CFti�1TS SVKV�.�S
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: T
PERFORMED IN SUB STANTIAL PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY
UNDER PERMIT NO. HAS BEEN P BETWEEN OCTOBER 1 AND A 15. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
42-?.0 ST. ZO NES PLACE
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE GRADED B SAN Q1ECo0 r C^
ATTACHED AS GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY TILE - DATE: 1 0 1 10 1 29 0 1
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING s. =ROSION COIMOL �it�" Z95 1 (0( 0 15
- COWTI�CT � MOD Iret'SIENgEQG
OPERATION.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT US Y�y
2. NOTIvICA7.`IOItS AT T�.O- 634 -4898
1. THE EXISTENCE
AND LOCATION OF UTILITY PIPES AND 2. EQUIPMENT AND WORKERS E•OR EMERGENCY WORK SHALL BE MADE
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE Au ALL TIMES DURIE G ON H SITE I AT CONVENIENT L LOCATIONS
A TO
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO MATERIALS SHALL BE STOCKPILED t
UTILITIES EXCEPT AS SHOWN ON THE PLANS, HOWEVER: FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
EXISTING EMINENT•
THE CONTRACTOR IS REQUIR€D TO TAKE DUE PRECAUTIONARY MEASURES TO OR MODIFIED WITH OUT NOT BE MO
PLANS SHALL
3. DEVICES SHOWN ON L. VED r.P • EDGE OF "w9tim rT
UTIL OR STRUCTURES LOCATED AT THE WORK
PROTECT ANY EXISTING CONTRACTOR'S L OF THE ENGINEERING INSPECTOR. I THE APPROVAL SITE. IT IS THE CONTRACTORS RESPONSIBILITX
TO CONTACT THE • .(b t FINISHeI13 GRAD9 T-G. TCyP O'F G9 KM
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY I F G - r - 1 wSY+Eb cwcasm !`.S.=
FIWI,HEO SURFAt
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TD
NOTIFICATION OF COMMENCEMENT OF WORK. - WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH '� s 'TOP
OF WALL 'MP OF r-Ob'TING
RUN -OFF PRODUCING RAINFALL. Sf = cwr r - 4J - (.I
--") - - Ex %c'T 1w1V cONrtouR
A. SEWERS - CARDIFF SWI TA11011 IDAS'MCT 'rto0 b33 - ZT1Z OL ,
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTR - -Ms QIZOpdSED Cm•TOm s1+E'YrE►iNIiJC,
toLl,
B. GAS i ELECTRIC - SCc-Ae '7w - 4b0 "51 ' MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED �
; GMSS CRE'%
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
C. WATER - SAS 101E G0110 WAS TM t%1STR\C:T '7b0-
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
D. Tc.1.EPHONE -- pP►C1 1C T3Ell. - '16d - 4 b9 - 3Z 0� PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION.
E. CABLE TV •- �►�Et, PN1A GQBLS '��- °131 - �Ta4O 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
2. CONTRACTOR SHALL !NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PLAN SHALL BE INCORPORATED HEREON.
PRIOR TO BEGINNING ANY-NORK ON THIS PROJECT. PHONE: 7(oO /633 -2770. B. GRA DED ARM AROUND THE - PROJECT__ PERIMETER MUST DRAIN AWAY FROM * EARTNVWORK:
3. THE CONTRACTO SHALL GIVE 24 HOURS NOTICE ON CALLS
• !'OR THE ,FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. _
R
INSPECTION. PHONE: 140/633 - 2 77 0. ALL WORK PERFORMED WITHOUT CUT = 42 C.Y . • ,
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. END ALL REMOVABLE PROTECTIVE DEVICES37iOWN SHALL BE PLACE AT THE
END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
c am, u gpEiLGTLOUWQ /►t�tt-T � MA� KOVT h�00-4ZZ- FORECAST EXCEEDS FORTY PERCENT (40%)- SILT AND OTHER DEBRIS SHALL FILL = 75 C.Y.
4 .
BE REMOVED AFTER EACH RAINFALL. (EXPORT = 3� C.Y.
ENVIRONMENTAL DATA: •
10. SHOULD GERMINATION OF [[�DROSEEDED SLOPES FAIL TO PROVIDE
�+
EFFECTIVE COVERAGE OF GRADED SLOPES ("A COVERAGE) PRIOR TO * EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL
BASIS AND
NOVEMBER 15, THE SLOPES SHALL BE S
e Existi Natural Sl On -Site UNFORESEEN LOSSES SHRINKAGE AND/OR
= Z•1 EROSION AND QUANTITIES MAY VARY DUE TO' WITH PUNCHED STRAW ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL
PURPOSES ONLY. ACTUAL
' 1) Ste epest 9 P INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE � •
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF SWELLING FACTORS. 'MO FMna6 SACA001 104 OK W AUt. 040M
.,. CONSERVATION. WERE INCtuuela 2
2) Maximum Vertical Depth of Cut - Z•3 Q
z
3) Maximum Vertical Depth of Fill = 3•Z� t •
E OMNIUIJ 1'�N DE:�tEt.OPN1EIJT C��Tc. 10, 00 IM l C�-P
S J1N b�E Ci�t} t'EO wATE R a P ST R.�CT � NcIN iT AS T=126 #�E PA�"C M �� c � ..
x �'i - s.fi = "�.3 �
4 Averag Depth of cut � w U
9
w�L&
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Depth of Fill = '"►'Scy x�' + t5oos.�� t.3� REVIEWED aH O�A'TE. /d -� /-�� �, tl d
91.
5) Average p EXPIRES 2 YEARS EARS FROM OA'M SIGNED z 0
QA'T'6 I�T>:.
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BENCH REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF
ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. w Q CL
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