1995-4464 G (Plans) LEGE/UD LEGAL DESCRIPTION: LOT 3 OF MAP NO. 12694, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
PROAEA'73' L/A!E
GRADING NOTES NOTIFICATIONS SOILS ENGINEER'S CERTIFICATE APN: POR. OF 264 - 240 -07
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1 414rNONY 3f l-i" T A REGISTERED CIVIL ENGINEER IN THE STATE OF E}�13T/A/G7
'E'A.CbERM SITE ADDRESS: 1054 WIEGAND STREET
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL EAaEMEAlT L /A/ES - -- OLIVENHAIN, CA 92024
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
Of THE SOIL
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING U11UlIES EXCEPT AS SHOWN CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY OWNER /PERMITTEE: BRUCE WIEGAND cf1
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: DIRECTION BETWEEN THE DATES 4 AND /D- 4 -f!F- ONE COMPLETE
�l/EMF�l/T(PRDf�DO) 1060 WIEGAND STREET
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY D
OLIVENHAIN, CA 92024
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
THE OFFICE OF THE CITY 5 aMATIOV
REQUEST FOR INSPECTION. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ENGINEER, ALONG WITH UPDATE LETTER DATED /0-V -9s FURTHERMORE,
I 3rlAII CQUIDU2 �
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
2. THE SOILS REPORT TITLED "GEOLOGIC AND SOILS ENGINEERING RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE ESTIMATED QUANTITIES
INVESTIGATION FOR 25 ACRE HILLSIDE PARCEL ON LONE JACK CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR BEEN INCORPORATED IN THE GRADING
PLANS AND SPECIFICATIONS. E /AIISNGRAG LDA/TLYIA' ���]�
ROAD, ENCINITAS, CAUFORNIA PREPARED BY SANTA FE SOILS, STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND ���
CUT 4,70D C.Y.*
INC. DATED JANUARY 1, 1987, SHALL BE CONSIDERED AS A LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF SIGNED: Z �. i� F
w: , _- QQS'LIGNT LINE �u F "_
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WORK: FILL / ,
G!7 C.Y.*
ACCORDANCE WITH THE RECOMMENDA1IONS AND SPECIFICATIONS RICE NO.: y IMPORT - - - - - -- C.Y.*
o 3 ?? _ � ~air 6 ' - fILL SLOB 2'lli�AL�•
CONTAINED IN SAID REPORT. A. SEWERS - CSD 633 -2770
EXP. DATE. 3 -31 x NO. 040333 L'UT 0: / /MAIL.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS k ELECTRIC - (800) 422 -4133 ST �U/ALE .rl T SEE
Gl�TA/L� * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
SIZES, LOCATION AND TYPE Of DRAINAGE FACILITIES, NOR Of n EReTUEI/
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - OMWD 753 -6466 �rfoFCAU4 ONLY. (CALCULATED
ON A THEORETICAL BASIS. ACTUAL
peE9770A/OFQPAIAlAGE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN OWNERS CERTIFICATE QUANTITIES MAY VARY DUE TO SHRINKAGE
OR SWELL FACTORS).
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC. BELL (800) 422 -4133
llOGaE Pa'B �
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - DANIELS 728 -5002 I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING NOW
DI7L'N PER 60 69 STQDafi, D MOLYF 1E01 ENVIRONMENTAL NOTES:
ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. kOCKL/A/ED 1. THE STEEPEST EXISTING SLOPE IN THE
GRADED AREA IS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
20�
(EXCLUDING AND EXISTING MAN MADE SLOPES).
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (619) 633 - 2770 U-PAP Gt�F/L 7EeFAbe lC�N0.2�4CK /AIGGL
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR - --
5'TD AO. D - 4 0, )WO 8 U1 /OE X20 LDA/6X 1 /CK 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS fP AND THE MAXIMUM
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE HOURS � � -�9 -9 5
INSPECTION. PHONE: (619) 633 3 NOTICE ON CALLS FOR -2770. ALL WORK PERFORMED /p VERTICAL HEIGHT OF
FILL 0
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO SIGNATURE DATE COA/7;F2
I 6R411aMC5 - 2AMA/5A i/l Oct'' � ''� '
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL CUT AREA OF CUT (S.F.
.F.) SHALL BE RE- REJECTION AND REMOVAL BRUCE WIEGAND
3. A.) AVERAGE DEPTH = VOLUME OF CUT (
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 1060 WIEGAND STREET
A.C' APlI/EGUAS', PEX DS
OR A LICENSED LAND SURVEYOR. OLIVENHAIN, CA 92024
B.) AVERAGE DEPTH
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL = VOLUME I FILL (C . F .)
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE � �
E4KTl1EA/ g,PGYA/D /TC.U(SEE �C'T/DA/ L'-CC) OF FILL AREA OF FILL (S.F.)
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND EROSION CONTROL
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRUCE WIEGAND
AT 759 -0206.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2)
MILE Of A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE � � -7
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOUDAYS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF T��;- ice', r �:� G
v�� i r��'
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, �U Q�i
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED T
AST 48 HOURS IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. o o n
SHALL B
E SCHEDULED WITH THE CITY AT LE
ADVANCE BY CALLING (619) 633-2770. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 9j
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
/2^ 24 " A4111 Lo`
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AFTER EACH RUN OFF PRODUCING RAINFALL. ! l P �' FARTI
W 6W)CE LXTAX
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE r �
SHALL INSTALL ADDITIONAL EROSION CONTROL
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. THE CONTRACTOR 2� N AlT.S.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO I I I
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
OPERATION. WHICH MAY ARISE.
I I 2'
11. UPON FINAL COMPLETION Of THE WORK UNDER THE GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE I I I
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
PERMIT D AS -GRADED CERTIFICATION SHALL 8E AREAS WIZEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. �
RELEASE Of SECURITY AN } 27 °Ml�
STAl1NG:
'THE GRADING UNDER PERMIT N0. I I I � I � MOLYF /�D ,kLYKL /A/ED, A�0.221i4L?A'/A.r 200
PROVIDED I
446,4 - <a HAS BEEN PERFORMED IN SUBSTANTIAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED I / I I 111111
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON GRADING PLAN SHALL BE INCORPORATED HEREON. / I \ 1 075,7I�
05' LAYER OF d ReOF
THE ATTACHED AS GRADED PLAN 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY . THIS STATEMENT SHALL BE
I �S4OG1/ D/TL'// 5
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER Ill FlL7y� K FA 2JelG
FROM THE FACE OF SLOPE AT THE CONCLUSION Of EACH WORK l / l D I \ ` Nd SECT /D,V A A
WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE OBSERVED AND TESTED DAY. /
�� SECT /CA/ 18 P N1 DETA /L
SHALL A QUALIFIED FILL BER
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE ti
9
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AT THE END Of EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN / y?I
1 MOA�F /ED d,?OU/ D /TC/I A(T5.
AND BACKFlLLS AND COMPACTION OF TRENCHES. HE SHALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT ALTS.
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF I 10. SHOULD GERMINATION OF EE SLOPES FAIL TO PROVIDE
SAO
EFFECTIVE COVERAGE OF GRADED ' I
GRADING OPERA1IONS HE SHALL STATE THAT OBSERVATIONS AND �i �� �` uyDA'DSEED SCO s(/f'P.�
GRADED SLOPES (90% COVERAGE) PRIOR
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT - ' I \
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH /2'
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 I I I
e \
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
ARE SUITABLE FOR THEIR INTENDED USE OF CALIFORNIA DEPARTMENT OF CONSERVATION. `
, vlri � � �-- d� �,- P (,IE Ib ' • • B� � � \ � EJ- � /�Il�i GROUA/D 2.1
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED /
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING II ~
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID �" :.. 0 El!• 7 J "A C. 01/ER /o "A b.
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE `1 Et/. 79A` 'E' A.L'. 0/KE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT �o Q
r E (AN I QGN a N
OF � / � � .'',� ' � � 4 WIEGAAIO MEET
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EK/STlAl6 SU/gLE I �, �•� � y i cp
INSTALLED.
E FILLED SHALL BE PREPARED TO BE FILLED AND SCA 11' °400 -� � \ ��� /�� Z
14. ALL AREAS TO B MTS" H
/.�" /L
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD � I w
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJEC110NABL BRG}1/ E e66#1 &CKLlAIED _ \��
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE D/ICN U PV 1� O�EAI/ACi W
W
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 7 L UE SECT /ON C -C .
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 1 /A/A.Cf2MF11UA/A�E I' (9
Z `'
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO ID I l i FLOGi l/a�N � . ��n
H o
A DEPTH OF 6 INCHES AND THEN COMPACTED TO 40 /?a Z
TO A MINIMUM OF 90 /� �/� (p "/�L�.�M AlT.S �
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 20 l
PLACE, SPREAD, WATER AND COMPACT THE FILL E A LL IN STRICT ('GIU/ AT )�GI/
AL�K7 E N / ISD� m W 3_ a
ACCORDANCE WITH SPECIFICATIONS. I
15. CUT AND FILL SLOPES SLOPES SHALL BE CUT AND TRIMMED TO FINISH r, n r " c , i' �� I I
\ U) �
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS r '� I 3'3!1011LDE2
GRADE
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS I I I Q
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE d/ d
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DECLARATION OF RESPONSIBLE CHARGE
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER __ _______________________________ \\ `ISI 6 Fll.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
E REMOVED AND DISPOSED DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
COME LOOSENED SHALL B HEREBY DEC
OF. B THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
ACCORDANCE WITH THE GRADING ORDINANCE. DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE I
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. fA/IE6F�U05IREET
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED Of OFF d ' 0 1 3.
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND / N
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A OF -
^ I /�) \ - r _ R � W
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, `� _� 9��
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND MY RESPONSIBILITIES FOR PROJECT DESIGN. 7 q/IE ARD ® ��-
�\ Q
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL �r fi �J
��' p2 /U661/Ay � �'7 EYISRA/C7 PA.'/UATE QL)4D UT /L /1� z
c' -yYe_ �aika '� l � 9 S �� P EF A SI �- a a� EQUAL EA5'EIl7E/UT PEA' MAP ?6&4 �L G21y �
WAYNE P CO, RICE 29577 DATE y 3Q y� 9F U u /MINMw -
ti No. 29577 o z
PASCO ENGINEERING W In uT.�
535 N. HWY 101, STE . A ¢ Exp. 03/31/99 pn " " n/ rl _ rs!
SOLANA BEACH, CA 92075 `
Sl CIVT.L �P � /
A� OF CAx-Iti
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE OWAIIIIII SERM/CE SGL 5 MONEiVT MHSU BY °""�S CHE BY
W
0C- 0073 G/'l /SELED SQ.7DPNuvz.kwED PLANS PREPARED UNDER THE SUPERVISION OF RECO EN DED APP VED GRADING AND EROSION
CONTROL PLAN FOR:
44
- u/f57EFL FEAII'.E/- �5TnaS:Gf/ 'CAP. /AIT. EL 'G2Yl /A/D HORIZONAL 1�� S 40' DATE: Z� � S BY: �� - BY: �
' WIEGAND RESIDENCE
DEL A&7E� MMIO.SAAV FE RR 2�i A/, RC//D. /,.I �G Ozp
BFI/ itTAFEQD (a9`S.ELLAM/A/OLL�LA/027EJ n R.C.E. N0. 29577 DATE: lL^ -45 DATE: LOT 3 MAP 12644 '�•S
ni -nnnn (> AA �n�A u!-D7M771AA VERTICAL N/A 0 • L�(��45 AYNE PASCO EXP. 3 -31 -99 WORK PROJECT No.
SHEET 1 OF 1