1999-5614 G (Plans) WORK TO BE DONE: GRADING CTP.EOPC•4 --
A GENERAL
-
- /7" Y6 E/A VIE
--.•_ 1 � "°°•.,QN ,S6 /4-�T �"iP TO PLACE F,.�QUS /ON
1 l Cdsq�T�AL NI afSL/QES 7o TKE SATiSFACTiolil a�_.�-,�
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD `°� - 77 y
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EROSION CONTROL
, THE DESIGN CONSTRUCTION STANDARDS OF E. OWNER'S CERTIFICATE ° ; 4/eE Go`ss,ec/�TEO • '- ,�_
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY C REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST HANGES 40
w
FOR 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WILLIAM ALLEN AT (7601 753 -7041. 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR WILL Ate `" '' 0 i
FOR INSPECTION.
2. BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
EQUIPMENT AND WORKERS FOR EMERGENCY Ise
WORK SHALL BE MADE AVAILABLE AT ALL \IAIIIILOI THE SI ~' 4 '0c
/y
�_- _ ...�•" ` I 4, /- /
2. THE SOILS REPORT TITLED SECT N0. 114704�ALLEN /HYMETTUS AVE PREPARED BY TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE AT 2 �' c; /� 1 ^
GRADING PLAN. IS /MM/NE/✓T. S (n
CA IN N R. S� INC DATED APRIL 9. 1998 SHALL BE CONSIDERED AS A PART OF THIS CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN : ° m om _
/ _ / _ ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
DATE: /I�t/� = Z
�- 9 --
, ._,
SPECIFICATIONS CONTAINED IN SAID REPORT, OWNER: WILLIAM ALL
- 554 CITY OF EN CI N I TAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
£ �' foe vr�NUAriOVOF I �_ ��
3. DEVICES SHOWN ON PLAINS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF THE ENGINEERING INSPECTOR.
SEE / P -02
OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE TO DECLARATION OF RESPONSiRi F CHARGE -
" 4 `�. - w rn� s
se - ,do ao L J ,
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES CI WORKING
ORDER ETA IL -_ D
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE I `° w' �°° V'
PLANS. /�,_ !3
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN THE PROJECT AS DEFINED IN SECTION g
5. THE CONTRACTOR SHALL INSTAL, AND D THAT THE DESIGN IS CONSISTENT WITH A
-BYTE GRADING. L ADDITIONAL EROSION CONTROL MEASURES AS MAY BE 6703 OF THE BUSINESS AND PROFESSIONS CODE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF _ ,.� -,• _ 191.05 )
�
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CURRENT STANDARDS. =- b I N 21 43' 11
W
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT CIRCUMSTANCES WHICH MAY ARISE Q
I R ( _ X
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWING AND SPECIFICATIONS
BY THE CITY � \ '`t •
6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY DOES NOT RELIEVE ME, AS ENGINEER OF WORK, ° x �
PRECAUTIONS TO ENCINITAS IS CONFINED TO A REVIEW ONLY AND Of X L 1 5/.
CREATE A HAZ �' ° "� " ` x x z
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS HAZARDOUS OF MY RESPONSIBILITIES FOR PROJECT DESIGN. x x x
/ x - APP40X LD ATiON of
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CONDITION. > - -�� _
- Ex /s w
rc s <wF.e
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL RICK HILL ENGINEERING, INC.
�P °l Q z R7R/1cS SEC LcucQO /q
ENGINEER OR A LICENSED LAND SURVEYOR. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE 703 Palomar Airport Rd.,
Ste. 300 0
INCORPORATED HEREON. Carlsbad, CA 92009
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, (760) 431 -2746 - -°°
SEn'E.P .Q�i>
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND 8' GRADED AREAS AROUND THE PROTECT PERIMETER MUST DRAIN AWAY FROM
THE FACE OF x / 3
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SLOPE AT THE CONCLUSION OF EACH WORK DAY. ®g g0FESSj 0,V W -
®F< x � � x o ,
psQ @Y �c._m -._
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1 2 MILE OF A STRUCTURE FOR 9• � REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE
END OF EACH BY, 6' � �. w 5 v t .A ®, 5� <y y1 �- ,... -_ t u ' •, o °. /�iclD �$.. - I ( �
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40 --- - - - - -- 1/16 -- g m
f
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 RICHARD B. HILL DATE ¢ N0.24 65
A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. %)• SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
RCE NO.: -- _24765
it Exp. Dec. 31, 2001
___
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
COVERAGE `p
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS THE SLOPES SHALL BE STABILIZED EXP. DATE: �q
C /vl1 @� � � � � ' • � r � "`` --g- � ' ' �� � � ��
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15 / -3 / ,/ P c L 0 G �✓
-- ___ -- - -- A FOF
At \F� ` -� .� ,�,'
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED
WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND C J _
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
SOIL- ENGINEER'S CERTIFICATION
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUC EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND ARE
UTILIZED FOR PERMIT
TION
PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY DUE TO UNFORESEEN I, MARK B. TIN - a D
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE LOSSES, SHRINKAGE E
AND /OR SWELLING FACTORS. - --- - - -- A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, _-
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS, HEREBY CERTIFY THAT > Z - x x x io.00 wiDC p�/va
OPERATION. H REGARDS TO THE HAULING r
CONDI TIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WIT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE
WAS MADE BY `/ -. =..' " " x E/�sFME✓r
OPERA OA/E COMPLETE ME OR UNDER MY DIRECTION BETWEEN THE DATES _FEB 1998 -_ AND APRIL 1998 _
M4 //O� X �� 4 SCE
t -� (N 14'46'24" W 170.66)
:..
11. EARTHWORK: COPJ',f'Tf/ESo/Ls ✓+ -FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE t
R Ec.IVOKz
GRADING UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL RL�IsT CbMPj<ED CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE - >- (80.00') ___O GRADING APPROVAL AND /OR FINAL RELEASE Of SECURITY, AN AS- GRADED
CERTIFICATION SHALL BE HIS PROJECT HAVE BEEN INCORPO
CUT = /250 + /- C.Y. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
I - - -
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5 G HAS BEEN FILL = /250 + /- C.Y. IN THE GRADING PLANS AND SPECIFICATIONS.
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON IMPORT FOLLOWED BY THE DATE / EXPORT = 0 C.Y.
Q �OF E Ss /o y FlF'P:RoX Lo�tn r7 b [L
q( k
THE ATTACHED AS- GRADED PLAN", THIS STATEMENT SHALL AD AND `� SDR 35 PYC
Q� B' F k f r� � /vCafi l �EEP�G� P /rs m BE vooNEO
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SIGNED: -DATE: 1/?7/ 4 (� C9 l 2G r
/ M I nwoB2 OssfER ✓RTron GRno
A * 7 B. NOTIFICATIONS RCE NO.: - 40570_ EXP. DATE: - 3/3! �� W No. 4057 Z m
x I ; X 4 O FIRE ACCESS /SITE REQUIREMENT NOTES: J ` t /� ^ �° ` a -
/ -
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURo,
1. _ --
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAIL ES SHOWN
"ADDRESS NUMBERS SHALL BE CLEARLY VISIBLE FROM THE STREET FRONTING THE
ABLE RECORDS. TO THE BEST OF OUR STRUCTURE. WHERE STRUCTURES ARE LOCATED OFF A ROADWAY ON LONG DRIVEWAYS, A ITEM YMBO 9l ¢
�Q �, I
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: srn nwr C I V 1 � - ►L6 °
/q I N
MONUMENT SHALL BE PLACED AT THE ENTRANCE WHERE THE DRIVEWAY INTERSECTS THE MAIN F QF CA1 CFO 3 �� U
ROADWAY. PERMANENT ACCESS NUMBERS SHALL BE DISPLAYED ON THIS MONUMENT. Y l' .
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY MINIMUM CUT SLOPE ( 2:1 MAX ) - - _ _ _ _ _ _ _ _ _ _
- y� -- ��� ; T 3
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S FIVE (5) INCH NUMBERS FOR RESIDENTIAL AND EIGHT (8) INCH MINIMUM
FOR COMMERCIAL"
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR U.F.C. /LOCAL AMENDMENT. (2:1 MAX a a,� ``
FILL SLOPE )------ - - - - --
M
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF l� o
COMMENCEMENT OF WORK. 2. "COMBUSTIBLE MATERIALS: PRIOR TO THE DELIVERY OF COMBUSTIBLE MATERIALS ON THE PROPERTY LINE _ _
=
PROJECT SITE, WATER AND SEWER SYSTEMS SHALL SATISFACTORILY PASS ALL REQUIRED TESTS AND N o
A SEWERS - LEUCADIA SEWER DISTRICT - (760) 753 -0155 BE CONNECTED TO THE PUBLIC WATER AND SEWER SYSTEMS. IN ADDITION THE FIRST LIFT OF EASEMENT
LINE - - - - Q VDE l _, ^ N r
---- - - - - -- a y
ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR Tn G t
n I/ L, i RR /s z� /✓000 I
B. GAS &ELECTRIC - SDG &E - (800) 422 -4133 EMERGENCY VEHICLES. SAID ACCESS SHALL BE MAINTAINED TO THE SATISFACTION OF THE FIRE EXISTING CONTOUR
- - - - - - - - - - - - - N
; E
DEPARTMENT. SE /9.42
{� v <° r
C. WATER -SAN DIEGUITO WATER DISTRICT - (760) 633 -2709 FINISH CONTOUR - - ' - - - - - - - - - -
� p
3. "POSTING OF ROADWAYS: EMERGENCY ACCESS ROADWAYS WHEN REQUIRED SHALL BE ` v `� a >r a 000
D. TELEPHONE - PACIFIC BELL - 800 PROPERTY IDENTIFIED AS PER FIRE DEPARTMENT STANDARDS" EXIST. GRADE - - - - - - - - - - - - -
- - /43.6 5
y lu Q R o
3` � O
( ) 489 -344/ R i to $ 3 M i � as a. r, s ._ Ex /s r� ✓G sF
FINISH GRADE - - - - -- - /I"
�BooJ 422 4/33 FEET IN WIDTH DURING CONSTRUCTION AND SHALL BE MAINTAINED CLEAR AND FREE OF DAYLLTE LINE - - - - - - - - - - _ _ -
- y ��• 1 /r
4. "OBSTRUCTION { ACGESS ROADWAYS): ALL TRAFFIC LANES SHALL BE A MINIMUM OF 24 Q..'� 1 4a /sFD WDOD
E. FF /4B . So
F- L/n,0,rRG/eoui✓O SERY /CE
CABLE TV - (800) 422 -4133 AGEiQT
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING OBSTRUCTIONS DURING CONSTRUCTION IN ACCORDANCE WITH THE UNIFORM FIRE
CODE." -
ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 5. "AUTOMATIC FIRE SPRINKLER SYSTEM: AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE DRAINAGE
DIRECTION - - - - - - - - - _ _ _ I F /
core .= .
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: INSTALLED AS PER N.F.P.A _ _ 13D THE MOST CURRENT EDITION
SHALL BE USED AND THE ENCINITAS 2 ROW SAND BAGS - - - - - - - - - « �, k0 I /46.92 RAO e
DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE - - - - 6Sne'rOEO /CATEO �F lA�.
/47.67cF /
760/633 -2770. AIl WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
FIRE WiOE /JRAinpGE - `
REJECTION AND REMOVAL. /O.00
- -
PREVENTION BUREAU FOR APPROVAL PRIOR TO PERMIT ISSUANCE" UNLINED D -75 BROW DITCH - - - o, .z
;
�(EARtHEN) - _ �, �
ON .o4RCEG M<!.P
S6E QETAiL /8/82 _ I 1 . • - a . ,
C. GRADING OWNER / PERMITEE LEGAL DESCRIPTION CONC. LINED D -75 BROW DITCH N °-
- \1\ °
i. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR WILLIAM ALLEN PARCELS 1,2, & 3 OF A.C. PAVING - - - -
- - - - - _ /2AisEO W,10,9
/ � .
A
Tlf
UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND 687 HYGEIA AVE. PARCEL MAP N0 18152 - -
: -
7 1_("i
COMPACTION OF FILLS AND BACKFlLLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS . APN 256 - 253 PCC CONCRETE - - - - - -
- - - - - - - �;_x. ;. ,.. t - / a0�£ l NO
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON LEUCADIA CA 92024 S /TE LocAr/oN
O R
-03, 04
" - r ..
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE 766 ff`77o yyyET
y rus A ✓E 2' HIGH MASONARY WALL - - - - - - S U NT
DRSD a A ° e
,CEuGgo / C4. L x x x x r x I tV ((A ° j
BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND
EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING P k
LANS AND THAT HYOROSEED�Qf/� D };1// ASEMEVrREC 4 -3 -
ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ENVIRONMENTAI DATA 0 t'G • p41 � 51
o , S. 001(/83/PG 4
2 b
1. STEEPEST EXISTING NATURAL SLOPE ON SITE = 11% LEUCADIA
THE CONTRACTOR SHALL PROPERLY GRADE ALL E
2. EXCAVATED SURFACES TO PROVIDE BLVD.
a •° -
2. MAXIMUM VERTICAL DEPTH OF CUT = 5' °
POSITIVE DRAINAGE AND PREVENT G OF WATER. o
HE SHALL CONTROL SURFACE WATER AND 11OD /T /uNgL E Cal No � �L� � ' S �C G I� 44
�c �oL ROE r
AVOID DAMAGE TO ADJOINING PROPERTIES ER11ES OR TO FINISH WORK ON THE SITE AND SHALL TAKE 3• MAXIMUM VERTICAL DEPTH OF FILL = 6'
{ \ ; . �• k
E
REMEDIAL MEASURES TO PREVENT EROSION OR FRESHLY GRADED AREAS UNTIL SUCH TIME AS on
Yec ,/uTE /ygTT /NG,h'YOROSfEO /NG, orz -__ �. - v \; /Eer,N .;. �' j
" ° 4 a I a�AFt�EL /�APN_ ° /B /S
`Y ° � O
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ry,.�. _ u w -k '�
3. ¢ Cur uME 3375 F T; 3 74 6V 41/ ✓A L EN %0 T 73E' INSTAcLEO �� � Z ° /97 � :. I � %
Y
Z•o ON AL E
L TPOSED
Cur A4 izv /6 G /2� SLOPES a e >
ALL AREAS TO BE FILLED SH ALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED ��® . °.. n _ ° LMT/
I k4 a
a x $ ,,, IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
± . u
7
- CJPS OFALL SLOPa' TO LSE• Q/fCEo 0.4 y, SV G `rid
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS s 7REN�/ED 7b PREVENT /VATER FRoM o `� '
° • ° A• . Q
f - /LL VOLUME ��. _ . a . .. • ° ..
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL S, 33 7So FT z_1 •
ti DO) R,
59 ° G)\` v 2 - ( 89.. c
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED F /<e QREq 16 9 4o fT ,N //rG OVER THE CAECs7S G1F
SLOPES �e