1995-4523 G (Plans) LEGEAID LEGAL DESCRIPTION: LOT 3 OF MAP NO. 12886, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.,
GRADING NOTES NOTIFICATIONS SOILS ENGINEER'S CERTIFICATE PRO *0 UA/E APN: 265 - 026 -19
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES I, AAIWAI T A REGISTERED CIVIL ENGINEER IN THE STATE OF 01377AK7CQU7Z
W6 SITE ADDRESS: 2510 ROSEMARY CT.
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 I / / � � p 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 E)! M67 SW ELEbA77W -C
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY OWNER /PERMITTEE: LARRY LONGOBARDI
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: DIRECTION BETWEEN THE DATES -3.90 AND /Z -#-9S . ONE COMPLETE
EY1677�Cj Ad. MADV 2425 LA MIRADA DRIVE
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY VISTA,
CA 92083
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 Ek'lgTlA/G 6L46MEA17 11A/ES
REQUEST FOR INSPECTION. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ENGINEER, ALONG WITH UPDATE LETTER DATED /?_ 9S FURTHERMORE,
I
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE EY1677M :6E(q/EA' 1NE4MRAI170LE4
% I
2. THE SOILS REPORT TITLED ' P9E /JM1A1A^l6E070hoV1d& GVUE&TG1T /GX! RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO RECOMMENDATIONS INCLUDED
IN 1HE SOILS REPORT FOR THIS PROJECT HAVE ESTIMATED QUANTITIES
&1MAI)D DYE, 546ffP40EL, EA/ C'/ A// 7R5 &l41_F02UiAtUP0AIe0GEOTEcWIC4t CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR BEEN INCOR TED IN THE
GRADING PLANS AND SPECIFICATIONS. 6 /Ofl& W47& UTkVL g�
REPO,eT�G.PREY /EF/2 aQ yr" PREPARED BY 11 /AIE.EGeOlECH /cSwc. STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND �� /}` poFEssl
� - =7 7- CUT �)oo C.Y.+
INC. DATED AdWAAY2 SHALL BE CONSIDERED AS A LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF SIGNE � �_ !�-�!� _ Q `Y
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WORK: - 4-
EX /ST /ilIC�SLOPE3�G'UI�jF /LL
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS RICE NO.: _�0 �______ FILL �0 C.Y.*
CONTAINED IN SAID REPORT. IV/ zOerT %TEO /Z -4-951 A. SEWERS - CSD 633 -2770 - CUT 5'LOPl�6 , Z�l MAX• 1 Y ft EXP.
DATE: 3/ IMPORT $ C.Y.:
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - (800) 422 -4133 t '� F /LL SCUFFS,
Z l MAX.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF + EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
PURPOSES
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - OMWD 753 -6466 AFCAt w PAVD&ATL/A!E �u- -���,�
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC. BELL (800) 422 -4133 OWNERS CERTIFICATE GYRECT/DA/OFAeA/AWY6 ��
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - DANIELS 728 -5002
GRADING. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST MASONRY 2ETA/N /NG WALL PER C - /!C -
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
ENVIRONMENTAL NOTES:
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ACTIVITY AND ADVISE OF THE L
AND STABILITY OF THE SITE. G/ZAI/EL BAGS /2Z94FS f1 /GHJ 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (619) 633 -2770 / T (EXCLUDING AND EXISTING MAN
MADE SLOPES).
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR -
2. THE MAXIMUM VERTICAL DEP F CUT IS 10.5_ AND THE MAXIMUM
INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED ` `' �^ VERTICAL HEIGHT OF FILL _.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO SIGNATURE DATE
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. LARRY CONGOBARDI 3. A.)
AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 2.7
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 2425 LA MIRADA DRIVE OF CUT AREA OF CUT (S.F.)
OR A LICENSED LAND SURVEYOR. VISTA, CA 92083
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL B. AVERAGE DEPTH = VOLUME FILL .
=Qpj'
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE OF FILL AREA OF FIL LL (S..FF.) )
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 LARRY LONGOBARDI 3 083'
AT 727 -8414. 1V?1N
'� ✓PEMOUE .STS /,P.S ANO ,PETA /,V /.VG k/f/LLQ
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) �9y - - Yg 0
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE R �ti1j// �MIAL Mcv�
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE Z�/ I /
COA/5TA?G/CT NEW TYPE -5 GALL 70 CLOSE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL O N I Y` 3 PAD
-1 20 5E6dE/2 EASE,f1EAJTTV THE RESULT /I GAf?
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT RETAINIA/GU/AL6 CA2p /FF WA ANEW WALL SH'9LL
&F OOWELEO /.UTD EL' /Sr
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF PEX P6W
DOC- # 91- 047029,6 k/ALL, OOGt/ELS TO T/E Pty E,L�l5T. STEEL /V
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TEMPORARY DEVICES WHEN RAIN IS IMMINENT. NEW
WALL
p� /�////- A,
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, bUTACI S AV.W //. A6 MI. , 0/7 t�EC. .
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
'
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. A/.T6. �y�
ADVANCE BY CALLING (619) 633 -2770. /S 0.5. 7 BE UEX/F/ED
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 6Y65Ea/G!A/EE2.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
i
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AFTER EACH RUN OFF PRODUCING RAINFALL.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 2' I _ I�
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ` v
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO �
_ _
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES MO O#
OPERATION. WHICH MAY ARISE. 20 .E / '9!! SEO /� -v O# `� /070 T(J ^i,11
ii. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO
A 17 - 9 . /DO O TF P� 1�" �,I `�� IR
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL h/ y73 °Z�./
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. S'�IJ��(/ A
N MN r 4o
PROVIDQE STATING: "THE GRADING UNDER PERMIT NO.
1�5 - (g_ HAS BEEN PERFORMED IN SUBSTANTIAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ��LL /Ob•0 rw
^11 '
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON GRADING PLAN SHALL BE INCORPORATED HEREO N. N7_ /AO O TF I /y
\� �' 1'" °P>'
THE ATTACHED AS GRADED PLAN ". THIS STATEMENT SHALL BE �D
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY URR/
T ,
WHO CERTIFIES SUCH GRADING OPERATION. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK CA201 F AN TR IO OISTe /CT N
m h m o
/lT �
DAY. U R/� I
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 0 D � r O � C. 9( - 0470
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE O�7 ' � PER
Kc 4 -1-5- 9/ �'�_
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 5' �� \
= ro
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. APL 3 7w
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT 407. SILT
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 70 sEXUfAS Za9CKOF u4 L p
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE /�2R0JA/D-(o "P/PELJPE�/AC
OFCOAKc'ETE �0 ,
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR I
�° A @/ QPf1 /X1141. • S ,o .Q
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH UQFAlE O ��E�
_ I p
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
�1/ I
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE �� /
a_� / a ���a' bc ENr p20 Z/
ARE SUITABLE FOR THEIR INTENDED USE. OF CALIFORNIA DEPARTMENT OF CONSERVATION.
M .FP' /•D? BETA /A/ /A/G Gf//YL r i , . 3 = �q� o siiN
r I 1 ff PE2 L� -/
N J ✓N. I
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED p,A /` p. ,ty ,Ir 1
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING �D /015 AP ,oebpe f
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID P /
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION i ; / "i" MIN DEP7N45"v AS 0, 5' l ��r
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 7D & UEA.'/F /ED 3Y 5D /LS ( \ 4 Z V
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. ��\ X22 �
FILLED SHALL BE PREPARED TO BE FILLED AND cQ �� --^ � TlON !! 8 i 1 D 4 ,YW /0 O °P /
14. ALL AREAS TO BE tJGCi \ l
$ . +!
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD N7"S. � � � � �, � ,o �_ D D l� � rF
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
/`.i
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE \ ti - \ �l' j� �� - ' o � -` �� p p
O �
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 5(�O�
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM \� \/ / P o 9b p� m " /� °9� \ „ 7
�L/M/ Ng
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO \ �a L
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 �n �- n ���E
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO /
PLACE SPREAD WATER AND COMPACT THE FILL IN STRICT /
ACCORDANCE WITH SPECIFICATIONS. oz
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH %
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4 1
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE E � /
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DECLARATION OF RESPONSIBLE CHARGE / ���'/ � //
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER __ __________________ _____________ EL rj l
y°
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE \ �l , SRI�� \ 9 D
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
IN W A T O T ti
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
v
ACCORDANCE WITH THE GRADING ORDINANCE. THE PROJECT AS DEFINED IN
DESIGN OF SECTION 8703 OF THE
DESIGN IS AT /!i
BUSINESS AND PROFESSIONS CODE, AND THAT y�.FGgycc- 0\ �v
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CONSISTENT WITH CURRENT STANDARDS. J
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
C / m
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A /
2
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
O
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND MY RESPONSIBILITIES FOR PROJECT DESIGN. ti �L� / s7 eoMARy
�a
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
/L /
A. QFOF TE
WAYNE P SCO, RICE 29577 ' DATE /
tQ l� q F2 . ; i iii n 194, /11 l
PASCO ENGINEERING ¢ No. 29577 0 \i = % / %�'�
535 N. HWY 101, STE . A Exp. 03/31/99
SOLANA BEACH, CA 92075 \ I \ SCALE l " -ZD' UlC //U /1 'NIAD
STq� OF CA ZF� _ �s \\
s
\ D /0 20 40 &0 90 MAN�IaE�TE2 �a 4�� J ` w
All w V . PASCO P ar
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE CONMUA7/ TYDIEVELOP�IE.�/T(A�F�,�'TME,VI DES IGNE D BY ORMHSBY CHEWAEPD
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. o
Ai 45-B /LT C Z-28 0119a SQ.DA/R /M OF L'DA/eXRIOMOAIP /PE, PLANS PREPARED UNDER THE SUPERVISION OF RECO N ED
APPROVE 10' ( ( GRADING AND EROSION CONTROL PLAN FOR:
REM srgie rwu. oust. I 'E. LI` L06 M000S /A/T. 5'EET/oA/OFLA 2, �� f
d4JADA,� CM& FROM & 9,. Of9D- UE,�T.�OAITA'OL HORIZONAL 1" = 20' � � ���` IZ @ _�/ - t ' .� z_ � R.C.E. 29 577 BY. BY:.
� � LONGOBARD I RESIDENCE 452.3
VERTICAL N/A a 7 w �w y / V�1C DATE: �� DATE: t LOT 3, MAP 12886
ELEU. /7 'q 109 DATUM- APOk' O!/ED 6y GATE A NE PASCO EXP. 3 -31 -99
WORK PROJECT No. SHEET 1 OF 1
PE !661
ui