1995-4368 G (Plans) 141370
GENERAL NOTES
GR"H4G LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AGRICIJL PORTION OF SOUTHWEST 1/4 OF NORTHEAST
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
1/4 OF SECTION 15 T 13 S, R -4 W.
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE
A.P.N. 258-130
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
REQUEST FOR INSPECTION.
SITE ADDRESS
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL NORTHWEST CORNER OF ENCINITAS BLVD. AND
2. NOT USED. SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF QUAIL GARDENS ROAD INTERSECTION.
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS -THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF OWNER PERMITTE
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY c:'JCH MATERIAL. GABOR 8ILONA REH,ALFONSA PAZIURA, LYNN LUEDTKE
SHOW & MARJORIE TSU
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR
ESTIMATED OUANTITIES
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CUT - -- C.Y.*
CONJUNCTION WITH IMPROVEMENT PLANS.
LEGEND FILL __150__ C.Y.*
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING. S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS IMPORT -= *-� - -- C.Y.*
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS S.D.R.S.D. * EARTHWORK QUANTITIES ARE ESTIMATED
FOR PERMIT PURPOSES
REQUIRED TO PROTECT ADJACENT PRt�ERTIES DURING GRADING ITEM NO. SYMBOL ONLY. (CALCULATED ON A THEORETICAL
BASIS. ACTUAL
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO
GRADING.
EXISTING PROPERTY LINES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL EXISTING CONTOURS
BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND SURVEYOR. EXISTING STORM DRAIN
ENVIRONMENTAL NOTES:
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN, PROPOSED FILL DAYLITE LINE - _ ❑ �--
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 1. THE STEEPEST EXISTING SLOPE IN THE GRADED
AREA IS 10%
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND PROPOSED CONTOURS 142
PORTABLE TOILET I (EXCLUDING AND EXISTING MAN MADE SLOPES). FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND 1
PROPOSED SPOT ELEVATIONS 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS l AND THE MAXIM
REGULATIONS. 17 HEIGHT OF FILL 1
P%TWDWAM6L d?GS / 2�°iWA 6 16N
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) ( u H = VOLUME OF CUT (C.F.) FLOWER
STAND I \�( a 3. A.) AVERAGE GE DEPT = Cl
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT 2E SCALE 1 = 40
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. (, F CUT AREA OF CUT
(S. F.)
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED
HOLIDAYS. -\a5� B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.� �1
/BTA/GB'Rl! p m OF FILL AREA OF FILL (S.F.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A ,110 ES -015
PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE 'I f)4/ _it /�_�// I /' Q_
FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL � /� )� / '`� Jv 1/ /
ENGINEER,. SOILS ENGINEER, GRADING CONTRACTOR AND
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED Etw� r NOTIFICATIONS
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING
\\y `a h rq• s
(x33'277 .
( 619 ) Q: / / _ '• "' -r, / 1. THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITY
"•'7. �QO PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY i "f py� ° ; \ q v OBTAINED BY A SEARCH
OF AVAILABLE RECORDS. TO THE
PROPOSED' CONSTRUCTION SITE WITHIN THIS PROJECT THE ` o ppg►41NC1 ; ? % / 7r_ �� BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE n° - - - AREA
Y ^� EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND / T S / J EX/5T /All7�l//E2 E THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONAR? -
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS / F�'E7(//AIIBF eOTECT MEASURES TO PROTECT ANY
EXISTING UTILITIES OR
TO THE HAULING OPERATION. \ e I I I AREA
I 0 ,,, �/ STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
\ 205': �j I NDSCApED p.C.PARK 1 IN CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING ' I lS RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID
EE L � BELOW� ��
PERMIT BUT PRIOR TO FT,1AL GRADING APPROVAL AND /OR \ \ I I I / I U
FINAL RELEASE OF SECURITY; AND AS- GRADED CERTIFI_ATION CO NC I I f - UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR
SHALL BE PROVIDED K IDED STATING' "THE GRADING UNDER PEI.MIT \ /� k ��
I AND LOCATION OF UTILITIES AND
NO. 431aB-a HAS BEEN PERFORMED IN SUBSTANTIAL \ \ \ \ I 1 \ /I`\�0� W \p Q / �� NOTIFICATION
OF COMMENCEMENT OF WORK:
VER I F ICATION
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN A. SEWERS - (033 Z77D
ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL
OF THE CIVIL B. GAS & ELECTRIC (800) 422 -4133
BE FOLLOWED BY THE DATE AND SIGNATURE \ \ /�? s/ I I I I 1 \\
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. o /►�7 -
ff./� Co WATER /033
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED \ S� / I l I �B
SOIT,S ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE i \ \ \ I Y�
/ 13g)
GAZEBO A/OTE ' EUd � eO G!//lGC'G!JW707 TD D. TELEPHONE - (800) 422 -4133
/ LI OF GRADING (TYP. ) / ti� / ��
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS � �g (', / 1h• Ed/0,20AL)f/ /,f/T0 E. CABLE
TV - (800) 422 -4133
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL s 0, \� \ \ _ \ \ 370 't_ �/ R r /� G wEe EASEMEVT
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE I / Ek /S7 /AK>8 "UCP / E,0971AA5/ /5 'SEWee $EjyJE(/T
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
°
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF \ �� \ \ \ \ -1 / / o HOURS PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT.
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND \� �) �� / i / q / / � SE/�lEe /E2' ' 9/-
02829r�o IzEC. /x- /3 -9/.
- �� 32 PHONE: ( 619 63?)' 2770
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT I EX/sT MN EJi /STIA/GLb!/26E (o'x(o'
IN HIS OPINION, ALL EMBANKMENTS AND EXCA'3ATIONS WERE 3. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE \ -� / /� IN V. I8 / N PG@ ClILU
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS _ - / \\x /8 INSPECTION. PHONE: (619) (033
- 2770. ALL WORK
/ PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
ARE SUITABLE FOR THEIR INTENDED USE.
�/ \? SUBJECT TO REJECTION AND REMOVAL.
13. THE CONTRACTOR SHAL), PROPERLY GRADE ALL EXCAVATED EROSION CONTROL
SURFACES TO PR3VIDE POSITIVF DRAINAGE AND PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
DAi)AGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE ,QjL-yA,Q,O C,4N eZL AT G38 -4030 (PHONE)
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
N 6<0
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE N 0 T E:
Z m >z ° a
W 3. to
INSTALLED. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL Ill N
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT I3 PROPOSED GRADING IS FOR AGRICULTURAL RELATED Z
m
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF USES AS PER
EXISTING USE PERMIT. z ` z m
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE �2 PROPOSED LANDSCAPED AREA IS TO BE LANDSCAPED DECLARATION
OF RESPONSIBLE CHARGE W Z
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. IN ACCORDANCE WITH THE WATER
EFFICIENT LANDSCAPE a N R
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM PROGRAM AS OUTLINED IN CHAPTER 23.26 OF THE
I HER DECLARE THAT I AM THE ENGINEER OF Q
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES MUNICIPAL CODE
WORK FOOR R THIS PROJECT. THAT I HAVE EXERCISED IL
RESPONSIBLE CHARGE OVER THE DESIGN OF THE
A DEPTH OF 6 FEET AND THEN COMPACTED TO A MINIMUM OF 90 TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ids / COl/rROZ 6COA17•
PROJECT AS DEFINED IN SECTION 6703 OF THE
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AFTER EACH RUN OFF PRODUCING RAINFALL.
i o 2y BUSINESS AND PROFESSIONS CODE, AND THAT THE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT u� DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
ACCORDANCE WITH SPECIFICATIONS. 3. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY -z
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL zW w
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO P�_ w
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK d «� oo
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES DAY. 1` y Z o aS� Q R(1FESS /O I UNDERSTAND
THAT THE CHECK OF PROJECT
CIRCUMSTA
{ Q ! SPECIFICATIONS BY THE CITY OF
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH z � f DRAWINGS AND � ' �
� F A.p
GRADE TO" PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WHICH MAY ARISE. o �m +_- Q ENCINITAS
IS CONFINED TO A REVIEW ONLY AND Q
o
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
ti `� '`�
SHALL BE SHAPED, PLANTED AND TRIMMED S DIRECTED BY THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN ;___ ti Q DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF z
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PROBABILITY FORECAST
EkCEEDS FORTY PERCENT (40 %). SILT \I\ ad W O y MY RESPONSIBILITIES FOR PROJECT DESIGN.
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL. DNCN1rn s �� e w6 NO X577 p //�
o s � WEStI.AKE FxP..' j !/ � DATE S � ZA / /Q / .S � U)
(
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
m st. BY'
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED EFFECTIVE COVERAGE OF GRADED
SLOPES (90% COVERAGE) PRIOR 'y� REOUE ST. Jy C�V�L sq WAYNE P 957 w (n
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN GRADING PLAN SHALL BE INCORPORATED HEREON. TO NOVEMBER 15, THE SLOPES SHALL
BE STABILIZED WITH VICINIT Y MA P 9� OF CpUF�� R.C.E. 9577 Ld w (
.ACCORDANCE, WITH THE GRADING ORDINANCE. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 Z ,
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE NO SCALE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CO MMMAIM ) L EUELOPM A1rDEPT s W APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING 0 w Q
DESCRIPTION - .CITY OF ENCINITAS CONTROL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A OV D AGRICULTURE GRADING
PLAN FOR:
PT. NO. 2 PK NAIL , 43,06 8 "
LOCATION: REOUEZA ST. WEST OF 1-5 HORIZONTAL 1 11 = 40 1 DATE : $ Z9 S BY.' BY: GAZEBO FLOW STAND
RECORD FROM: CITY OF ENCINITAS ( 8_3p_q /] �Ga�O FOR
ELEVATION: 174.36 '" R.C.E. NO.: 29577 /
VERTICAL N/A Qq7€ -� DATE: � "�� DATE: $��5 LYNN LUEDTKE
DATUM: CITY OF ENCINITAS CONTROL ENGINEER EXP 3 -31 -99 WORK PROJECT NO. A.P./U. 053-IM-77 SHEET
1 0 11 1
NETWORK NAD 83
P 46