1996-4730 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL
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 PROPERTY LINE -
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ___ED MARTINEZ________ AT __ 19 433 =3314 _ -_ (PHONE) STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF
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 EXISTING CONTOUR - ^ -2 70
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: (2
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
EXISTING ELEVATION -
REQUEST FOR INSPECTION. OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO
OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING DAYLIGHT LINE _
�-
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT OWNERS
OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS THE APPROVAL OF THE ENGINEERING INSPECTOR. FOR VERIFICATION AND LOCATION OF UTILITIES
AND NOTIFICATION OF CUT /FILL LINE - -0-0
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF
WORK:
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
_
RUN OFF PRODUCING
RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND CUT SLOPE (2:1 UNLESS OTHERWISE NOTED)
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY
GRADING. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL COMPANY: -
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
FILL SLOPE (2:1 UNLESS OTHERWISE NOTED)
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION MAY ARISE. CARDIFF SANITARY DISTRICT (800) 422 -4133 FINISH
CONTOUR -
108
EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SAN DIEGO GAS & ELECTRIC (800) 422 -4133
GRAVEL SAND BAGS (TWO HIGH) -
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED WATERS CREATE A HAZARDOUS CONDITION. OLIVENHAIN MUNICIPAL WATER DISTRICT 753
-6466
DRAINAGE PIPE -
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL
(800) 422 -4133
SURVEYOR. GRADING PLAN SHALL BE INCORPORATED HEREON.
DIMENSION CABLE (800) 422 -4133 CATCH BASIN (12 "X12 ") 12 "X12"
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT PRIOR CTOT
S E ER' OFFIC
BEGINNINGANY WORK ONTHIS PROJE T P PHONE: (619)
HOURS
)
STANDARDS, LAWS AND REGULATIONS. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2700.
I
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. THE CONTRACTOR SHALL GIVE 24
HOURS NOTICE ON CALLS FOR
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS INSPECTION. PHONE: (619)633 -2700. ALL WORK PERFORMED WITHOUT
AND CITY RECOGNIZED HOLIDAYS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND r
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OWNERS CERTIFICATE:
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED OF CONSERVATION.
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
2770. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. EARTHWORK
QUANTITIES:
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER CUT: /
9 CUBIC YARDS
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR p / (d
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL -- � �J 0 _____
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH OWEN DATE
REGARDS TO THE HAULING OPERATION. �� 327 RIMROCK CIRCLE ENCINITAS, CA 92024 FILL: ____________ 440 _______ CUBIC
YARDS
EXPORT: ----- 510--------- CUBIC YARDS
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF HYDROSEED MATERIALS:
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE
GRADING UNDER PERMIT N0. 4730 -G HAS BEEN PERFORMED IN SUBSTANTIAL NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
PURPOSES
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN B THE IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE AND APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING: QUANTITI
ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH NOTE: THIS QUANTITY DOES NOT INCLUDE UNDER CUT ON
BUILDING PAD
GRADING OPERATIONS. 1. ZORRO FESCUE, 20 LBS. PER ACRE.
11. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 2. ROSE CLOVER 20 LBS PER ACRE. ENVIRONMENTAL NOTES:
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED RELEASE 1000 LBS. PER ACRE. 1. THE STEEPEST EXISTING
SLOPE IN THE GRADED AREA IS _
_______
(EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 4. WOOD FIBER MULCH, 2000 LBS. PER ACRE. 2. THE MAXIMUM
VERTICAL DEPTH OF CUT IS __Z___ AND THE MAXIMUM
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS
VERTICAL HEIGHT OF FILL
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT _-
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF
VOLUME OF CUT (Cu. Ft.) _ 2 3'
APPLICATION SHOULD NOT BE AS SUCH TO CAUSE EROSION AN NO RUNOFF 3. A.) AV OF CUT DEPTH = AREA OF CUT
(Sq. Ft.)
USE. SHOULD OCCUR. B.) AVERAGE DEPTH = VOLUME OF FILL (Cu. Ft.)
_ _� •6__
12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN OF FILL AREA OF FILL (Sq. Ft.)
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO REQUIRED BY STATE REGULATIONS. LEGAL DESCRIPTION:
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX
NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED LOT 69 OF MAP N0.11809
INSTALLED.
FOR THIS PROCESS.
13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE SITE ADDRESS:
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE DECLARATION OF RESPONSIBLE CHARGE 3270 RIMROCK CIRCLE
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM
ENCINITAS, CA 92024
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
OWNE PERMITTEE:
WITH SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
AL F. MAYO
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
1772 KETTERING STREET
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
IRVINE, CA 92714 ' Fhc, T ti ( PORTUNq RPNGNR�
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP PROJECT DESIGN. OfESsf "v ASSESSORS PAR. NO:
ti� e`� ��� ✓ °k SITE m��y
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING / / 0 4 9�
ORDINANCE. F, 264- 292 -32
c IM��R
C� R�
15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL Znri'__ DATE:
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE KAMAL S. SWEIS R.C.E. 48592 ,,,
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED EXP. 6/30/0[ � No 2
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. Ex� s 6 -30 tk �U y0 �fT RIDGE
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE CIVi1 �\Q uE pC
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY VZ
SUCH MATERIAL. OF CALV a Jq NF
FSl
Lf ORTMT NOTICE
SECTION 4215/4217 OF THE GOVERNMENT 6
o K & S ENGINEERING CODE REQUIRES A DIG ALERT IDENTIFICATION
Planning Engineering Surveying NUMBER TO BE ISSUED BEFORE A
PERMIT TO EXCAVATE WILL BE VALID. 2v
PER YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
(619)296 -5565 7801 Mission Center Court, Suite 200 TO W ORKIN G YS B EFORE r 1011 Y OU DIG VICINITY
MAP
San Diego Ca. 92108 NO SCALE
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
PERM F//V.9L - 01 - 1'V - 9 7 DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UN / DER SUPERVISION OF: RECOMMENED APPROVED
r GRADING AND EROSION CONTROL PLAN FOR:
OC 001 SO IN TOP OF
HEADWALL. HORIZONTAL: 48592 N/A / DATE : Z 9 BY: BY LOT 69 OF MAP
NO. 11809 4730 G
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VERTICAL: NSA BY: �� 3 � KAMAL S. SWEIS 06 -30- GO DATE: 72 ' 9� DATE:
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V: 119.476 DATUM: U.S.C. & G.S EXP. SHEET 1 OF
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(619)296-5565 7801 mission Center Court, Suite 200 Cm%.
San Diego Ca. 92108 OF C
—D HECKED BY, APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT — P VED ING AND EROSION CONTROL PLAN
FOR:
REVISION DESCRIPTION COUNTY BENCH MARK NO. PLANS PREPARED NDER SUPERVISION 61 RECO AMENED AP GRAD
OC 0073-CHIS. SQ IN TOP OF N/A DATE : BY: BY:. LOT 69 OF MAP NO. 11809 4730 G
HEADWALL. HORIZONTAL. 48592 (3270 RIM ROCK CIRCLE)
LOCATION S.W. COMER EL CAMINO DEL NORTE R.C.E. NO. : DATE: S HEET 2 OF 2
& RANCHO SANTA FE ROAD. VERTICAL: N/A / S�WEIS 06-30- t0d DATE: -2:a --2(w- WORK PROJECT NO. r
RECORD FROM C.S.D VERTICAL CONTROL I EXP.
LLt 119.476 QaA U.S.C. & G.S.