1996-4601 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL
d
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 - AL MAYO ------ AT 714-250-4080 _____ (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 - ,= -27
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:
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
2. THE SOILS REPORT TITLED - PRELIMINARY SOILS_ INVESTIGATION FOR _ 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 CUT /FILL LINE -
--I �-
PROPOSED_ SINGLE FAMILY DWELLING. LOT NO. 22 OF WILDFLOWER ESTATES 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT OWNERS
OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
EN C_A___ PREPARED BY ..... NORTH COUNTY COMPACTION THE APPROVAL OF THE ENGINEERING INSPECTOR. FOR VERIFICATION AND LOCATION OF UTILITIES AND
NOTIFICATION OF DAYLIGHT LINE - -0-0
EN IN C. ____ DATED -__ FEBRUARY 2,_1996 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
_
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF
UNDERGROUND CUT SLOPE (2:1 UNLESS OTHERWISE NOTED)
SPECIFICATIONS CONTAINED IN SAID REPORT. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES, THE CONTRACTOR SHOULD CONTACT
THE RESPECTIVE UTILITY _
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
MEASURES AS MAY BE REQUIRED L THE CITY ENGINEER DUE TO AN COMPANY: FILL SLOPE (2:1 UNLESS OTHERWISE NOTED)
- r
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
- 108
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. CARDIFF SANITARY DISTRICT (800) 422 -4133 FINISH
CONTOUR
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 GRAVEL 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 -
DRAINAGE PIPE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL
(800) 422 -4133
Mom
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. RIP -RAP D
-40
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. CATCH BASIN (12'X12 ")
NDS 12 "X12"
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
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619)
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
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.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE:
(619)633 -2700. ALL WORK PERFORMED WITHOUT
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
STANDARDS, LAWS AND REGULATIONS. INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND s
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OWNERS CERTIFICATE:
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
CITY RECOGNIZED HOLIDAYS. AS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND CI A D AD SE ON THE COMPACTION AND STABILITY OF THE SITE. EARTHWORK QUANTITIES:
9. N GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING 0 -24 -9� CUT: ____________ 5 CUBIC YARDS
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED A F. MA 0 DATE
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633- 1 72 K E ING STREET, IRVINE CA 92714 FILL: ____-
______ 8 -_____ CUBIC YARDS
2770. IMPORT: ---- - - - - -- 2815 --- - - - - --
-_ ___ CUBIC YARDS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY HYDROSEED MATERIALS:
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR NOTE EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
PURPOSES
ONLY. CALCULATED ON A THEORETICAL BASIS. ACTUAL
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH SOILS ENGINEER'S STATEMENT AND APPLICATION RATES SHALL BE A MIX OF ALL OF
THE FOLLOWING: QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
REGARDS TO THE HAULING OPERATION.
20 LBS. PER ACRE. NOTE: THIS QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD
Oi9L E .4E6L / A REGISTERED i
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 1. ZORRO FESCUE ENVIRONMENTAL NOTES: E
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF I, __ . __ h'' _________- _- ______,
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING 2. ROSE CLOVER,
20 LBS PER ACRE.
GRADING UNDER PERMIT NO. 4601 -G HAS BEEN PERFORMED IN SUBSTANTIAL BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
I
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 3. AMMONIUM
PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS ___ _ 20 %____
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF RELEASE 1000
LBS. PER ACRE.
(EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH �L911L_L ___ AND FEB 1 /9SG - ----- ONE COMPLETE COPY
WI TH MY RECOMMENDATIONS THE MAXIMUM VERTICAL DEPTH OF CUT IS __11'- AND THE MAXIMUM
OF SOILS REPORT COMPILED FROM THIS STUDY, WI , 4. WOOD FIBER MULCH, 2000 LBS. PER ACRE. 2
GRADING OPERATIONS. ENGINEER. FURTHERMORE
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY VERTICAL HEIGHT OF FILL _13L_ i
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS 5.
WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED SHOULD BE LEFT
TO THE APPLICATOR, THE MIXTURE OR RATE OF VOLUME OF CUT (Cu. F t.) _ 4 62'
3. A.} AVERAGE DEPTH = _ _ I
ILLS AND RUNOFF OF CUT . Ft. )
COMPACTION OF FILLS AND BACKF EROSION AN NO RU AREA S
EXCAVATION PLACEMENT AND COM SAND SPECIFIC SHOULD NOT BE AS SUCH TO CAUSE OF CUT (q
IN THE GRADING PLAN APPLICATION S
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED Q� SSIQN SHOULD OCCUR. VOLUME OF FILL
(Cu. Ft.)
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON t�0 �QGEq ' B.) AVERAGE DEPTH =
�� OF FILL AREA OF FILL (Sq. Ft.)
_ $76
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS ���� pp .� �F . ,u /Z 1996 6. ALL SEED AND FERTILIZER MUST BE DELIVERED
TO THE SITE IN UNBROKEN
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN SIGNED: --- J ::Ll d� !Lr___ t�_____�i' ri ATE: -__ Z __�__ -_
�� Z BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS
czr ACCORDANCE WITH THE RECOMMENDATIONS A OF IO THE SOILS REPORTSCAND I
THAT EXPIRATION DATE: 30_ qJ IE p, g -30977 r *+ REQUIRED BY STATE REGULATIONS. LEGAL DESCRIPTION:
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED v 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX
USE. c F O �(,� NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED LOT 22 MAP 12882
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO Jlg FOR THIS PROCESS. A.P.N.: 994-091-
D AND PREVENT PONDING OF WATER. HE SHALL O
PROVIDE POSITIVE D CA ill
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS UNDISTURBED SLOPES UNDISTURBED SOIL STABILIZED BY SITE
ADDRESS:
EXISTING VEGETATION. REPAIR AREAS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN DECLARATION OF RESPONSIBLE CHARGE:
INSTALLED. DAMAGED DURING CONSTRUCTION WITH SOD.
3303 JASMINE CREST
14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ENCINITAS, CA 92024
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS, I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
MOVED 5 FLATrER
ALL VEGETABLE MATTER AND OBJEC TIONABLE MATERIAL SHALL BE RE THAT I HAVE EXERCISED RESPONSIBLE CHARGE 0 VER THE DESIGN OF THE
O WNER PERMITTE I !
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 0.5' MIN 6' MIN AL F. MAYO ,W
1772 KETTERING STREET c
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
F-
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO w IRVINE, CA 92714 z F NCN
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT SECTION A -A F1�� y �T� RP
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE
Nij (O ILO WITH SPECIFICATIONS. PROJECT DESIGN. CHANNEL GRADE 0.0% AS R
- V
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE , GRADE 0.5% TO 1.0% RIM
�'�� elf a �� ✓ACK Gy 9
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES QP R by
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND f CSR D
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT _ DATE: �L�! ��9� ` LEVEL LIP ABOVE
�
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER KAM R.C.E. 48592 UNDISTURBED.
SWEIS P
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO EXP. 6 /30 / fT IDGE
p0 COMPACTED DIVERSION RIDGE STABILIZED AREA j c� v
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP RpFEssrop �� �P�aGt�` y � R
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING pQ ql KAMAL S EIS DIA7E
ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL `! - No.411 A SITE ✓���N
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE EV•60 Y Y RFSl f
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED * Y Y NNIPOR�i41�� NOTICE
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. � A �c O L SECTION 4215/4217 OF THE GOVERNMENT 5
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE G''' (CFS) ��� CODE REQUIRES A DIG ALERT IDENTIFICATION
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY �( K & S ENGINEERING NUMBER TO BE ISSUED BEFORE
A y
SUCH MATERIAL. 11�1W� UP TO 10 15 "PERMIT TO EXCAVATE" WILL BE VALID. N
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(619)296 -5565 7801 Mission Center Court, Suite 200 Y No SCALE
San Diego Co. 92108 LEVEL SPREADER DETAIL
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: 1 DRAWN BY: I CHECKED BY:
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
As L ,t!, ��.3 DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING
AND EROSION CONTROL PLAN FOR:
OC HIS. SQ IN TOP OF HORIZONTAL: N/A DATE : ? z BY: - BY : 46 01 G
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LOCATION: S.W. CORNER EL CAMINO DEL NORTE N A BY: /,�� - 48592 WILDFLOWER ESTATES LOT 22
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REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: I DRAW BY: CHEC BY:
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
ma c. _ 1 — C i�. y - DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APP OVED
�} �(, GRADING AND EROSION CONTROL PLAN FOR:
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LOCATION: S.W. CORNER EL CAMINO DEL NORTE pp - / S, SWEIS 48592 DATE: -- DATE: Q /� Q }�
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