1994-4135 G (Plans) LEGEND: DING. No. SYMBOL
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS:
PROPERTY LINE - - -
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ----- ------ 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN __ AL MAYO - - ----- AT __71 - 250 =4080 ___ (PHONE) STRUCTURES SHOWN ON
THESE PLANS WERE OBTAINED BY A SEARCH OF EXISTING CONTOUR -
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO :
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: EXISTING ELEVATION -`
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
REQUEST FOR INSPECTION. OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO
2. THE SOILS REPORT TITLED PRELIMI _S IN PROPOS OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK CUT /FILL LINE -
SINGLE FAMILY DWELLI LOT NO. 23 OF WILDFLOWER ESTATES EN CINITAS, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
C ALIFORN IA __- PREPARED BY _NORTH COUNTY COM PACTION - THE APPROVAL OF THE ENGINEERING INSPECTOR. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, DAYLIGHT LINE - -0-0
- - ION - FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
E DATED DE CEMBER 30 _1994 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF WORK:
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH CUT
SLOPE (2:1 UNLESS OTHERWISE NOTED) -
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT
OF UNDERGROUND
SPECIFICATIONS CONTAINED IN SAID REPORT. UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FILL SLOPE (2:1 UNLESS OTHERWISE NOTED) -
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN COMPANY:
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
FINISH CONTOUR - 108
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. CARDIFF SANITARY DISTRICT (800) 422 -4133
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SAN DIEGO GAS
& ELECTRIC (800) 422 -4133 SAND BAGS (TWO HIGH) -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
GRADING. WATERS CREATE A HAZARDOUS CONDITION. OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL
(800) 422 -4133
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DIMENSION
CABLE (800) 422 -4133
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 2. CONTRACTOR
SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE: (619)
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2700.
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE:
(619)633 -2700. ALL WORK PERFORMED WITHOUT
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
INSTALLED IN ACCORDANCE WITH SECTION THE EROSION AND OWNER'S CERTIFICATE: EARTHWORK QUANTITIES:
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE ATE O OF CALIFORNIA C DEPARTMENT
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. ( )
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
CUT: - ----- -_- 4,600 CUBIC YARDS
AND CITY RECOGNIZED HOLIDAYS. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
D AD ISE ON THE COMPACTION AND STABILITY 0 THE SITE. FILL: - ---------- A 0_O ------ - CUBIC YARDS
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: I EXPORT: -_ -__- 540 ----- - -- CUBIC YARDS
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING e5
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED A F Y DATE
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633- 1 72 K ERING STREET, IRVINE A 92714 NOTE:
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
2770. ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SOILS ENGINEER'S STATEMENT: HYDROSEED MATERIALS:
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL ENVIRONMENTAL NOTES.
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH I, _'�F_.R_%PE6� /_ A REGISTERED IN THE ABSENCE OF INFORMATION TO THE CONTRARY,
THE HYDROSEED MIX
REGARDS TO THE HAULING OPERATION. CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING AND APPLICATION RATES SHALL BE A MIX OF
ALL OF THE FOLLOWING:
BUSINESS IN THE FIELD OF APPLIED 501E MECHANICS, HEREBY CERTIFY THAT 1. THE STEEPEST EXISTING SLOPE IN THE
GRADED AREA IS ___ 25%
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 1. ZORRO FESCUE, 20 LBS. PER ACRE. (EXCLUDING EXISTING
MAN MADE 2:1 SLOPES).
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF I
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 14 AND
THE MAXIMUM i
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE 2. ROSE CLOVER, 20 LBS PER ACRE.
GRADING UNDER PERMIT NO. 4055 -G HAS BEEN PERFORMED IN SUBSTANTIAL OAS -�� �9�4 AND ______ ONE COMPLETE COPY VERTICAL
HEIGHT OF FILL _ 10__.
OF SOILS FEPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 3. AMMONIUM
PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW 3. A.) AVERAGE DEPTH = VOLUME OF CUT (Cu. Ft.) _ 5 .7' _
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS RELEASE
1000 LBS. PER ACRE. OF CUT AREA OF CUT (Sq. Ft.)
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
VOLUME OF FILL (Cu. Ft.)
. , . .
GRADING OPERATIONS. 4 WOOD FIBER MULCH 2000 LBS PER ACRE
IN THE GRADING PLANS AND SPECIFICATIONS. B.) AVERAGE DEPTH = _ _4.7__
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS OF FILL AREA OF FILL (Sq. Ft.)
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SIGNED: -_� ATE: ,L/�1� /�� /9�f APPLICATION SHOULD NOT BE AS SUCH TO
CAUSE EROSION AN NO RUNOFF LEGAL DESCRIPTION:
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON G.E. NO.: _ 000713 SHOULD OCCUR.
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS EXPIRATION DATE: _ 9_ 3O - _199 7 LOT 23 MAP 12882
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN 6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN _ BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS
A.P.N.: 264 - 091 -46
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT IVY GM3 REQUIRED BY STATE REGULATIONS.
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED Ems.
USE. R- 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX SITE ADDRESS:
�� NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO �, FOR THIS PROCESS.
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL IIIIIF E d" VIOLET RIDGE
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR UNDISTURBED SLOPES UNDISTURBED SOIL STABILIZED BY ENCINITAS,
CA 92024
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO EXISTING VEGETATION. REPAIR AREAS
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS DAMAGED DURING CONSTRUCTION WITH SOD. OWNER fPERMITTEE:
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND AL F. MAYO
FILL SHALL BE PLACED IN ACCORDANCE 5O 1772 KETTERING STREET
ALL VEGETAB E MATTER AND OBJECTIONABL ERALRSHALL RE VED DECLARATION OF RESPONSIBLE CHARGE: IRVINE, CA 92714
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 6' MIN
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO 0.5' MIN
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. SECTION "A
-A"
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
WITH SPECIFICATIONS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS HANNEL GRADE 0.0%
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
�0
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE
y F �'IL RPN�
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND PROJECT DESIGN. G RADE O. 5% To 1.0 N /T
(O HA
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT A G
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER U LEVEL LIP ABOVE e ��D �� JA Ok
V_
QQ R y
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO UNDISTURBED, �/�8/�S RIM
�R RD
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP _ DATE: _ � � - COMPACTED DIVERSION RIDGE STABILIZED AREA
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING KAMAL S SWEIS R.C.E. 48592
ORDINANCE. EXP. 6 -30 -1996 6_3o_9G P� yo 5
Q RO
F ESS/ 3. (: KAM S. S S g tZT RIDGE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL �� �E o
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE O 9l 4' X 4' RIP RAP FACING, R•C•E 4859
Exp DATE 2 �p� Q r �J
' �? 3
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED S. S T =1.4', T FILTER. �Q' �,P /y c, /
L 1�C
SITE
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. y ` y ✓q
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
w
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY No.48592 4 J� J Y IMPORTANT NOTICE
SUCH MATERIAL. Exp. 6 -"0 -96 �,
C;V!"- .�`k' A Y SECTION 4215/4217 OF THE GOVERNMENT 5
Jj pA ct. I Q L CODE REQUIRES A DIG ALERT IDENTIFICATION
KBIS ENGINEERING OF Cam (cFS) (15 NUMBER TO BE ISSUED BEFORE A
6
UP To 10 15 "PERMIT TO EXCAVATE" WILL BE VALID.
Planning Engineering Surveying s �` 10 -20 20 N
� PER YOUR DIG ALERT I.D. NUMBER CALL
A 21 -30 26 UNDERGROUND SERVICE ALERT (�
� 1 31 -40 36 TOLL FFIEE *800 VICINITY MAP U
(619)296 -5565 7801 Mission Center Court, Suite 200 41 -50 1 441 TWO WORKING DAYS BEFORE YOU DIG
NO SCALE
San Diego Ca. 92108
LEVEL SPREADER DETAIL Nrs
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 11 �
Al A S- BUILT DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENE9 APPROVED GRADING AND EROSION
CONTROL PLAN FOR:
OC 0073 -CHIS. SO IN TOP OF `,- 11
HEADWALL HORIZONTAL: 1 " =40' DATE S 9� BY: �• / BY:
L OCATION: S.W. CORNER EL CAMINO DEL NORTE 48592 WILDFLOWER ESTATES LOT 2 3 41 35 G
& RANCHO SANTA FE ROAD. �pp A �,� R.C.E. NO. _ !�` S -
rn VERTICAL: N A BY: /o �'�'°` 1 -13 - � 5 7
RECORD FROM: C.S.D VERTICAL CONTROL MAL S. S EIS 06 -30 -1996 DATE: � DATE.
Z FLEV: 119.U.S.C. . .
476 DATUM: & GS
� EXP. WORK PROJECT N0. SHEET 1 OF
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