1996-4735 G (Plans) r f SCA LE 1 "= 20'
EX /ST. 34'WIDE EASEMENT t
TO SA 40' 80
WORK TO BE DONE N D!E!iU /TO WA T459 �--- -
07STIZ /CT DER
DOC. 199/- 0 255/ PROPOSED e4'P1211/ TE
REC. 5 -2 - 9/ ROAD EASEr10VT
GRADING DECLARATION OF RESPONSIBLE CHARGE I PE,P P. M. 16653 r /STING 8 "A.C,
A GO>il� O• - OR]IDIna I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS / WATER NJA /N
THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ALL WORK SHALL BE DONE IN ACCORDANCE WITH 34
WORKS CONSTRUCTION. THE DESIGN PROJECT,THATI HAVE EXERCISED RESPONSIBLE CHARGE OVER THE o L
1. <)� ' ���
STANDARD SPECIFICATION FOR PUBLIC WO ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE BUSNESS CODE, AND THAT O THE DESIGN
IS
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND HE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILIS AND CONSISTENT
WITH CURRENT STANDARDS.
AREA REGIONAL STANDARD DRAWINGS. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON I
ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 0�
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER p °TOR TO ANY � yy 2
OMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND W YV /9
c W 1 � 1 � 2 p0 O
REOUEST FOR INSPECTION. AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS SPECIFICATIONS BY THE COUNTY OF SAN DIEGO IS CONFINED
TO A TO U ANIA AVE. 1q9
d � \ TL OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN REVIEW ONLY
AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
2. THE SOILS REPORZ T� ED l /CS S/�(/ PREPARED nl I t ((M /T OF
BY CDMP•GCrIO
T G DATED Z 99 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH H m E APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
OF MY RESPONSIBILITIES FOR PROJECT DESIGN. I f ORAOIA16 /�� a� Ho f+
ACCEPTABLE FOR HEIR INTENDED USE.
GRADING PLAN. ALL UKAVINU
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. THELARET COMPANY I Q �\ 1 g5-
2 . HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 5708 Caizada Del Bosque ESC /ST. 20 /DE EASE�6IENT
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL TO
3 . APPROVAL OF THIS. PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 5 O. Box 9661 �' SA Al D/EOU /TO WATE!?
AND TYPE OF DRAINAGE FACILITIES, OVALS AND PERMITS FOR NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOI DAMAGE TO SHALL TAKE REMEDIAL
TO Rancho Santa Fe, cA 92067 MEET S /NG '° ` \� D OC. 1 CT P6
00
LOCATION Y UNT
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPR TO FINISHED WORK ON THE SITE DOG. /991- 020255/
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS . pF.RMl►NENT R SH P.P /
DRAINAGE ANDERO ION CONTROL MEASURES C HAVE M BEEN ( 619 ) 756 -9374 O
t/ ATE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED• ^ /1
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRLCAUTION$ REQUIRED TO A AR LACED IN WITH TAND TO E D SPECIFICATIONS. F ILL ALL BY: DATE:
SHALL BE OBJECTIONABL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING JAMES A. LARET
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION WHICH THE "!'040 SUITABLE E PLACED. t0171 LL IS Ogopos
t0171 RD.
CONTRACTOR FROM HE SURFACE UPON
PRIOR TO GRADING. SHALL BE REMOVED TO BLE FIRM RCE NO.: 29375 EXP. DATE: 3 -31 -99 jrU77617 EASE 1
EXISTING LOOSE FILL AND ALLUVIAL SOILS
\
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF PER
P, M .K A A 14INIKUM OF 90 PERCENT. IT SHALL BE THE
H go3 l
MARK WHIC IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND D CONTRACTOR'S RE
6" AND THEN C014PACTE S. NSIBILITY TO PLACE,, SPREAD, WATER AND COMPACT THE �� 5� \
REPLACED BY A REGISTERED CIVIL ENGINEER OR .A LICENSED
D FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. X11 19 '
SURVEYOR.
7. THE CONTRACTOR SLi}LL DESIGN,_ BE RESPONSIBLE FOR CONFORMING AND MAIN
TAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE SOILS ENGINEER'S CERTIFICATION \
RMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I, .1/•/? B4ORFZY A REGISTERED
DEVICES, INCLUDING SHORING, ANO' SHALL � I� }
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND A�NEAT AND ORDERLY
��- R);11 ZiATIONS. CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCI- �� I �
n
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
I I
G AND E UIPMENT EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
1 ' PAD EL. 2
= 195 - \J
8. GRADIN Q OPERATING WITHIN ONE - HALF (1/2) MILE OF HE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES STUDY OF THE SOILS
CONDITIONS PREVALENT WITHIN O
HUMAN OCCUPANCY SHALL ;
ITH THE GRADING ORDINANCE. 1
FOR SHALL NOT BE CONDUCTED BETWEEN THE THIS SITE WAS MADE BY ME OR UNDER MY DIR CTION ` `U\ 4
/� /
A STRUCTURE N
HOURS OF R E P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE W BETWEEN THE DATES Co- /- ��
AND 725 - <v 13 ' lad /� Q // 7- ��•�� \
RECOGNIZED HOLIDAYS 5 ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL ONE COMPLETE COPY OF H SOILS REPORT COMPILED
1-11
\ _
FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN �J
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
j �
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE THE � \
MEETING HAS BEEN HELD ONSITE WITH H PPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL E FOLLOWING PEOPLE PRESENT: CONTRACTOR SO
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED A AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
IN
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM HE SOILS ENGINEER THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCOR- \ / �- K)
TY ENGINEER PRIOR TO HE DISPOSAL OF ANY SUCH MATERIAL. N �-) 955 I 9�0 V
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 - 2 770. AND CI pORATED IN THE GRADING PLANS AND SPECIFICATIONS.
1 I P 1 //'
I X
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY = SROSION C0111 ML 8/// (� Q' Li 1 I N
"P 1 J l
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL ` m
SUBMIT To AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAN WOODWORTH SIGNED: DATE:
�- � (r
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL AT 634 -1988 I ^ 6L
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH ` '' N V 1 ` I
CONDITIONS AND I
2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE RCE NO.: EXP. DATE- A 1 n
)'I"
REGARDS TO THE HAULING OPERATION.
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY /i✓Y /G.ttT /o�/ /�
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO QF TEMPORARY DEVICES WHEN RAIN I e9,y FC �P,J R ro P �PEz11w 50 /L.5
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT S g CO.�T /ON CAr35, .rN .r7,aTEO
C.
FACILITATE RAPID CONSTRUCTION
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING EMINENT. QC�
\ ` I
UNDER PERMIT NO. 4J��'- � HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE THE APPROVAL OF THE ENGINEERING INSPECTOR. 1l/ /
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO LISSANNE HOLDING
COMPANY, G.P OWNER /PERMITTEE:
/ ' 18 1 ��
9¢
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH ATTIC• DAN WOO
OPERATION. DWOA?T// '
\
l0 M /283 URAN /A AI/E. age- /9¢5 \ ,
LEUCAO /A, CA. 92024 UNL //I/ED 8/?OW D /TCX�
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL (00019) 634
-/386 E,X /S��l� tl
H PY.7O,°OSED
A7 � � � � � PER D -75 \
11Ox8 RUN -OFF PRODUCING RAINFALL. \
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF MEASURES AS MAY BE REQUIRED BY E CITY ENGINEER DUE TO UNCOMPLETED
2
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLE DGE THERE ARE NO GRA DING OPERATION OR UNFORESEEN CIRCUMSTANCES STANCES WHICH MAY ARISE.
5'�°Q /►i,4TETCh/ \
\95
EXISTING UTILITIES ON THESE PLANS, HOWEVER: SITE LOCATION: EASE 1V1ErVT
EXCEPT AS SHOWN URA /NAGS 5
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EL'Y SIDE OF U,?AN1A AVE P. M. 1/653
PHE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED AT SPARTA DA ,LEUCAD
/A eg -i ce n^'
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WATERS CREATE A HAZARDOUS CONDITION. 786 - -`/
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE �' - - _ -_ 3
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING-
t X93
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON. -
���
�
NOTIFICATION OF COMMENCESENT OF WORK.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM LEGAL DESCRIPTION:
A. SEWERS - LE!/CADJA SEWER DIST. 800- 422- 4133 THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. PARCEL 2, RM. /6653
77 Go - 7T
A.P.N. 254- 351 -22 s m i �) T n i. w A i1 / r) tD l �,� / r o
B. GAO i ELECTRIC - 800/422 - 4133 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT LL, / �1
1�/ / / /�JL_ P,?0R0SED 5'RAFIVATE
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY 0A 7 A/AI AGEEASEME/VT
C. WATER - SAN D/EGU /TO WATEa D1ST, 600- 422 -4133 FORECAST EXCEEDS FORTY PERCENT (40%) . SILT AND OTHER DEBRIS SHALL
EX /ST //VG A.6. OU/LD!/VG PEI PM
Z.. !6653
BE REMOVED AFTER EACH RAINFALL. 5 X 5'ROC /GRIP- RAPPER
800/422 -4133 - PACIFIC BELL D- 40,N0.2 BACKIN NOT E:APPIZOX /r
G T-
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE SYMBOL W/ TNFlGTE1?CGOTf/ -A� C7 \ CObIC,F3ROW
DITCl-I (L =18''`) AVA7 REL2REC
D. TELEPHONE - M- ° s
E. CAB f TV - /- BOO -42P -4133 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR T T, ,O ITS sH'
D11G EX /S D /7_Cf/ PER D -75 TYPE B PACT
NOVEMBER 15, THE STAPES SHALL BE STABZLI2ED WITH PUNCHED STRAW , OVEJ?- E�CCVAT OrV
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CUT SLOPE (2:1 MAX) ------------ - - ---- GUT 3 13AG //!GE!
�,g ,f4 IA45 REPORT
-0
l
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF -�
AL.G GRIJD /�G Wi �N�'` 7 A64
'
FILL SLOPE (2:1 MAX) -- ---- --- -- -- ---- F /GL PE�PFo��/ ;
(MAX
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 2 CONSERVATION. f Q�CEL 2 b
EARTHWORK QUANTITIES ARE CALCULATED ON A
PROPERTY LINE
THEORETICAL BASIS AND ARE UTILIZED FOR - ' -_ ^
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BERM 3 v 8g
�'° •
INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT PERMIT PURPOSES ONLY. ACTUAL QUANTITIES _ NOTE LOWe5R
BAG ROW TO BE OI
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. MAY VARY DUE TO UNFORESEEN .LOSSES, EASEMENT LINE ------------------------
SHRINKAGE AND /OR SWELLING FACTORS. �^ 1g6 6URIE0 "UNDER GRADE /� PAD �lo s
EARTHWORK EXISTING CONTOUR ---- ------ ----- - - - - -- QI� d
FINISH CONTOUR ----------- ---- -- - --- -- 06 TEMPORARY SAND BAG - - -- ��
NO SCALE ,6 p� surc,ye ..r/. -
CUT= BOO * jg6
C.Y. C•Y• BALANCE EXIST. GRADE ------------------- - - - - --
E O ADDITIONAL EROSION CONTROL NOTES S��l� va '(� 4
FILL= 800 - C.Y. , 96 2 ` SECTION A-A Se '1: 5 �0/
FINISH GRADE ------------- -- ---- -- - - -- J JUTE MATTING. /iJALEAIT TD BE /NSTALLED
NYDROSEED%NG. OR J �, h Q ri
IMPORT /EXPORT= $ C.Y. _ No SCALE �oR
�
--- -- - --- � APPROVED EOU
all �
DAYLITE LINE - --
ENVIRONMENTAL DATA ON ALL EXPOSED SLOPE o -
DRAINAGE DIRECTION ------------- - - - - -- Q ti � � B/Z /TTAeVY k (�'•�
2 TOPS OF ALL SLOPES TO BE DIKED OR y R;
AV
2 rzo W SAND aA G5 -------------- o000o 7RENCNED TO PREVENT WATER FROM o J <T
SOILS ENGINEER OR GEOLO-
1) Steepest Existing Natural Slope On -Site = 5o OWNER'S C ERTIFICATE FLOWING OVER THE CRESTS OF SLC)WES
UNLINED 0 -75 6t2oW DITCt -1 -- - - - - -- 2 8L 1/D. `�
„+ HEREBY CERTIFY THAT A REGISTERED - - - -- r..... HYDROSEED -M IX SHALL BE AS FOLLOWS
I (WE) COfJC. LftJED D 7S 6t2oW DITGFI AS - BUILT EIJCAOJA
2) Maximum Vertical Depth of Cut = 3 GIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING L
L� -
ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF HE SITF- 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH /
3 Maximum Vertical Depth of Fill = 5` 1,000 LBS /AC. KINI AMMONIUM PHOSPHATE SULFATE ! LU (n
w 20 LBS /AC. MINIMUM
DATE: E15t ) � (� LLI J L
�n „ „ ,� VICINITY MAP
_ �"
4) Average Depth of Cut = 2.8" OWNER: DAN WOOOWORT 20 LBS /AC. MINIMUM ROSE CLOVER .TAM S A. ABET R. ,E.
293 5' DATE 6?
L1SAAMOT NOL01A1G COMPANY, G.P. CO
5) Average Depth of Fill = 2.1'
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
COMMUNITY DEVELOPMENT APPFK)VALB CITY OF ENCINITA8 ENGINEERING D EPA RTMENT DRAWI NO. L�J C
1 REV /SE PAD .LEI! P ANS PREPARED ID R SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR:
�w35 _ G
OFE>CISTIrUGSEIrYERN/ANFFOL „f DATE :.t BY:- SINGLE FAMILY RESIDENCE
@ lNTEaSECT /ON OF URAN /A HORIZONTAL I - 20 ' '/
� f-
AvE. svNRicN LANE,
VERTICAL R.c.�. No.: 29375 DATE: . '. _ �' 4 DATE PARCEL PARCEL 2 P M. 16653
OF
0 E3Y �,�"� DA �- � ° SHEET I
JAMEEN EXP. 3-31-99 WORK PROJECT NO. ET J.N. 565