2011-11018 SG (Plans) LEGAL DESCRIPTION
GRADING NOTES PARCEL 1 OF PARCEL MAP NO. 19352, IN THE CITY OF ENCINITAS,
r 2 �
IAAD I N G
s 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO MAP
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THEREOF FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER,
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE
OCTOBER 16, 2003 AS FILE NO. 2003-1271424.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
PECTION A. P. �°
REQUEST FOR INS . .
t ; 256-400-70
2. THE SOILS REPORT TITLED "REPORT OF LIMITED GEOTECHNICALI TE ADDRESS
;f € INVESTIGATION, TWO RESIDENTIAL LOTS, 189 N. VULCAN AVENUE,
ENCINITAS, CA" PREPARED BY C.W, LA MONTE COMPANY INC. 189 NORTH VULCAN AVENUE
i (JOB NO. 116028) DATED AUGUST 15, 2011. SHALL BE CONSIDERED ENCINITAS, CA
4 ! AS A PART OF THIS GRADING_ PLAN. ALL GRADING SHALL BE DONE
t ! COIVr ACCORDANCE
SAID!REPORT RECOMMENDATIONS AND SPECIFICATIONS
C I�I�EI��PEI�MI T TEE
f
BRYAN BAGLE DS Y AND LINDSAY DUFF TRUST
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF '
. ; 11 I R �, i �� ' i i ��r 354 LA VITA
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF j K I ✓} `f i r
ENCINITAS CA 92024
S ' IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS. ¢ ` i
t
1 1 j
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE t
R '
t I t
is
WORK TO BE DONE
GRADING
' a Y � Fl �°'
R 6 w'> ``-� � `i ¢ .. 1 I {�✓'J"' J� I f al fit'
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED ,
It
LEGEND
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. s
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR �, i fi` EXIST. FH
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PROJECT BOUNDAR am GOO
t
jd} Y
is�: 1 ,�, .:i '',...-..'-g .........__. .....x'�,<.•^^> r�ry. .f u<.. ,;,,.L.. ,.. ..,, w .,TC-;,_ •!
S. -rtj._ ,e
rZ
�;. : , `__, -- ,. € ' - _ . : _._.- _-..•._. _�.. .�;,.. _. ,,1 .._._.. _:_--- ----
-------��. III:-` .__....:-... _ .,
EXISTING LOT LINES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
_.._
NCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- _ : ; � _-,'
_._> ._ . .v-.. . _..._
Y A REGISTERED CIVIL ENGINEER _•
"
ESTABLISHED AND REPLACED B
! � f . Exls TING RiGH OF WA�
NOTIFICATIONS
OR A LICENSED LAND SURVEYOR, I` �
i V�
(: t EXISTING WATER LINE sr, tt
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
MAINTAIN ALL
F
;. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A EXISTING SEWER LINE _ >
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
STATE AND
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, S
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 1I ' 3 µ II
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND X. CONTOUR MAJOR �'- --- •
ON THESE PLANS, HOWEVER:
REGULATIONS. � - _
a '
< THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
i a EX. CONTOUR MINOR
{{ i 543.2
8• GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) STRUCTURES - �I ' I �� {� � � 'GARAGE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR U PROPOSED SPOT ELEVATION
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY.. SHALL NOT BE 9 a ! �
LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS R r ` ` �.... _ a t •2)
i; CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. T = R �: "'° i it (5
tj
HOLIDAYS. RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY O a R h_ '� a EXISTING SPOT ELEVATION
Y AN CITY RECOGNIZED a
NOR ON SATURDAYS, SUNDAYS D CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR i 1 _
it STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND i i P, 1 r° H BASIN 18"x1899
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING PROPOSED CATC B
HELD LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
MEETING HAS BEE N EL ONSITE WITH THE FOLLOWING PEOPLE } !
RAIN PIPE --- --- — - ---
WORK:
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, PROPOSED PVC D
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
- 7 0 753-0155 s ! ;; .._-_ r F 4. v =` i ' R P R TAfNING WALL KEYSTONE
'9LEGACY" NO GEOGRID
T AST 48 HOURS IN A. SEWERS LWD ( 6 ) I # ! ; ! w- .._._ _ .. -- -, y> , PRO
OSED E ( )
SHALL BE SCHEDULED WITH THE CITY A LE ( --
g xx #
NC BY CALLING 760 633-2770. _ _ - ^
ADVANCE ( ) - DIG ALERT = _. . , _ __._ t 77
a , B. GAS & ELECTRIC SDG&�E 800 422 4133 D _ Y_- �•- -.�. v ,._.. __.._._ ._____. PROPOSED
CONTOURS
MATERIALS TO ANY ?, < ' 4 i
10. PRIOR TO HAULING DIRT OR CONSTRUCTION
6 -2600 _A._ _..__ . c.
- 5•D.W.D. 760 33 , I PROPOSED LIMIT OF GRADING
1 C. WA TER ( ) , ..a( .. : ......RT
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
i DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE _ j -}
D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT R i �^ ;` CUTjFILL LINE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVEL OPER `'
THE , .< _._.w. ..__ , r____ _ -_m_ -_-__ _.w_._, .._.._._ - ;,._. j_„
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS
HAULING
E. CABLE TV - COX (800) 422-4133 - DIG ALERT � a �. ',;; .,.,� , �; ~-,g.71 °R _ � _ _ _ � _: , z
�, EXlS7. EDGE OF PAVEMENT
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAUL
. M J ,
OPERATION. DRAINAGE SWALE & DIRECTION
2. CONTRACTOR SHALL NOTIFY ENGINEERS OFFICE 48 -4------ °�------ ---
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
..., ,t
' t ! PHONE: (760) 633-2770. { rY 1 R f f c .,
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL {
! 'r� }° f 5.5" THICK PCC DWY OVER NATIVE SEE SOILS REPORT 333 SF °4 a
is � � � � ', _ _ �-..�_,�, - ( � 4
RELEASE OF SECURITY) AND AS-GRADED CERTIFICATION SHALL BE
4 HOURS NOTICE ON CALLS FOR '`
99 THE CONTRACTOR SHALL GIVE 2 4 _ 4m
we T NO. 11018-SG 3° R
PROVIDED STATING: THE GRADING UNDER PE _ ! .a ,� s ,: , f T } ¢ /C EPAL ..•..""
S c.�
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED € .
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE R ..._ ,^.^ ; ;
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TOE '
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED a LASE S1614
REJECTION AND REMOVAL. ' a R , s -, I I _ ? �'
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE
g } i K FIRE
_ .,I 4 t S - ;I I - ���.�'-`r...'•i.-,'Y.,,�e i {
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 1
- = a t I 1 I 1 s: I �' R , MAXIMUM CUT SLOPE HEIGHT Y (WALL)
SUCH GRADING OPERATION. f R a
MAXIMUM FILL SLOPE HEIGHT (J
f ' 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED O WNER A �E� TI FI�G A TE ��
HIS DIRECTION. HE SHALL INSPECT SHEET INDEX:
SOILS ENGINEER OR UNDER IMPERVIOUS AREA
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SHEET 1- TITLE & NOTES
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO SHEET 2- GRADING 3c PLAN
DETAIL IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 800 SF
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE THESE PLANS. SHEET 3- EROSION CONTROL 8e NOTES IMPERVIOUS AREA AFTER
CONSTRUCTION: 4,137 SF
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A TOTAL
IIUGRFASE OF IMPERVIOUS AREA: 3,337 SF
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES STATEMENT EICI�I
EEP (�
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF F WORK
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THE IMPROVEMENTS.
THEIR INTENDED USE. 20 10 0 20 40 60 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY
THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
k ; 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR STANDARDS AND PRACTICES
OF THE ENGINEEER'S TRADE OR
R ; SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE SCALE: 1" = 20' PROFESSION,
THE ENGINEER FURTHER AGREES THAT THE WORK
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION PERFORMED HEREIN SHALL
BE IN ACCORDANCE WITH THE RULES AND
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AND STABILITY OF THE SITE.
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT ENCINITAS tN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN Wes,• Z9 I OF ENCINITAS OF THE TECHINtCAL SUFFFICIENCY DR ADEQUACY OF
INSTALLED. NAME TITLE DATE THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND BRYAN BAGLEY ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR
DESIGN OF
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
ii SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE L4 1/ AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL '-
NAME TITLE DATE ESTIMATED EARTHWORK QUANTITIES ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS �
OF THE ENGINEER AND HIS /HER AGENTS DR EMPLOYEES ACTING °
AND ALLUVIAL S OILS SHALL BE REMOVED TO SUITABLE FIRM 70 CUBIC YARDS EXCAVATION (CUT) WITHIN THE COURSE AND SCOPE OF SUCH AGENCY
AND EMPLOYMENT
iq
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO LINDSAY DUFF
'a A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 70 CUBIC YARDS EMBANKMENT (FILL) AND ARISING OUT OF THE WORK
PERFORMED BY THE ENGINEER.
�Y PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO A
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 0 CUBIC YARDS EXPORT* (CUT)
Site
ACCORDANCE WITH SPECIFICATIONS. APPROX. 50 CUBIC YARDS REMEDIAL GRADING
i ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY BY: �81'rA9,11
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH TRENCH VOLUMES OR ANY OVEREXCAVATJON, IF MICHAEL H. SMITH DATE
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS REQUIRED BY SITE CONDITIONS. �1�� au
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE DI L E��It�E E� �� TIEI CA TE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES 5115
A ENIDA ENCINAS cq
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. SUITE "L"
cb
CONDITION, ALL STONES, ROOTS AND OTHER WASTE MATTER 1, �!� .,1,At1!1� T ___ A REGISTERED CIVIL ENGINEER IN THE STATE OF CARLSBAD,
CA 92008-4387
i EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL EARTHWORK QUANTITIES ARE ESTIMATED
FOR
'` II LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED PERMIT PURPOSES ONLY. CALCULATED ON A OCEAN <
MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ( RCE No. 65090
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY THEORETICAL BASIS. ACTUAL
QUANTITIES MAY VARY 1CIIZA ft °
ACCORDANCE WITH THE GRADING ORDINANCE. DIRECTION BETWEEN THE DATES / AND ONE COMPLETE DUE TO SHRINKAGE OR SWELL FACTORS).
rv"�
COPY OF THE SOILS REPORT COM tLE FROM THIS STUDY, WITH MY p� EH/py��
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY REMEDIAL GRADING QUANTITIES
ARE NOT ABLE TO BE ® co
I SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF ENGINEER, ALONG WITH UPDATE LETTER DA TED -_ _ _ FURTHERMORE, i DETERMINED BEYOND THAT
ESTIMATED ABOVE. REFER
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE TO SOILS REPORT FOR REMOVAL AND RECOMPAGTION
DEPTHS.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ���� ��� ��� ���� ������® ��° ���� ��OI
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS _ __._ __._. w No. 65,090
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF BEEN INCORPORATED IN THE GRA ING PLANS AND SPECIFIC — ,/ Ex p. 09/30/11
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND �QSGl�L 5115 AvENIDA E�fCINAS Q P
I: �. � SUITE 99L99 °a+
W.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. �� - .
SIGNED: _ _ __ ..pQ'`�r CARLSBAD CA. 92008-4387 �'J C1Vt�
. �.. 760 931 s 8700 CRS�� V")
i� RGE NO.:
� No-.3 X
t 9-5
LANDSCAPING EXP. D AT E: 1_________ ___
M�CyQ�L ��� Zf91
® STANDARD PROJECT VICINITY MAP ,,/1148-85
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE ` �°yF.c�N�G� ' ' ,QCE• O. D P• /3
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
tOT TO SCALE
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND CAL: ENCINITAS �I
SIRE P ® � N C31T® AN D9111TO DISTRICT �J
� DIA A DISTRICT PARKS & RECREATION UL
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
`
t i? °-
I
i4 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SECTION 4216/4217 OF THE GOVERNMENT CODE REV 'WED Y: R ` B R
VIES ED BY: REVI Y° RE V1 ED
I, SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE fie go
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. "� �
ISSUED BEFORE A , ERMI T TO EXCAVA•TE WILL BE
r VALID. FOR YOUR DIG ALERT LD NUMBER, CALL
UNDERGROUND SERVICE ALERT- TOLL FREE.° 1 (800) 6A TE! DATE: AT f.`f A : DATE: l
ul
f' 422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG. SIGNATURE EXPIRES 2 YEARS AFTER DATE .SIGNED
j DESIGNED BY DRAWN BY CHECKED BY ._ �
REVISIONS APPROVED DATA REFERENCES DATE GALE PLANNING BUILDING _ _� APPROVALS ENCINITAS ENGINEERING
DRAWING
6
i
r 9D PLANS PREPARED UNDER THE SUPERVISION OF REVIEWE D
GRADING PLAN FOR:
C ; SAN DIEGO COUNTY BENCHMARK aC 141 REVIEWS B : ^ n G ENCINITAS`
4 A 16' COPPER ROD WITH STANDARD DISK HORIZONAL SEE PLAN DATE: BY. /V t • BY.° _sG