1994-4117 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL Ic 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 __ - 250 =4080 _ -__ (PHONE)
- �:
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EXISTING CONTOUR - a _
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 2 1' --
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 SEASON ( OCTOBER ELEVATION
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
CUT /FILL LINE - --{ F �-
2. THE SOILS REPORT TITLED PRELIMIN S OIL IN VEST IGATI ON PR OPOSED OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES
OR STRUCTURES LOCATED AT THE WORK
SINGLE FAMILY DWELLING LOT NO. 24 OF WIL DFLOWER ESTATES EN CINITA S s 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
NORT COU NTY COMPACTION THE APPROVAL OF THE ENGINEERING INSPECTOR. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
DAYLIGHT LINE - -0-0
CALIFORNIA PREPARED BY _NORT FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
ENGINEERING DATED SE PTEMBER 20, 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) - 77
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. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES, THE CONTRACTOR SHOULD CONTACT
THE RESPECTIVE UTILITY 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 GRADE BREAK - - - G.B.- -
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 DIRECTION OF FLOW
- -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL
(800) 422 -4133 209.5 FL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. FLOW LINE ELEVATION
-
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 210.0 FG
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. FINISH GRADE ELEVATION
-
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 FINISH SURFACE ELEVATION _ 211.0 FS
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. RI
P -RAP D -40
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
SAND BAGS (TWO HIGH) - �o
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
SAFETY DEVIC ES CONFORMING ES 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. DRAINAGE PIPE (L1 -L10) PER THIS PLAN -
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW ALL OTHER DRAINAGE PIPES
ARE PER
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND OWNER'S CERTIFICATE LANDSCAPE PLANS (5
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST CATCH BASINS (12"X 12" UNLESS OTHERWISE NOTED) NDS 12 "X12" am
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS. H S BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY CLEANOUT NDS
CLEANOUT O
A D AD SE ON THE COM ACTION AND STABILITY OF THE SITE.
9. NO 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 ales I ' SG�i���
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED A M ff WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619)
633- 1 7 K RING STREET, IRVINE CA 92714 EARTHWORK QUAN
2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CUT: ---- 4,800 ___ CUBIC YARDS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SOILS ENGINEER STATEMENT HYDROSEED MATERIALS:
FILL: �___
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 7 000
__- ------- CUBIC YARDS _
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX
IMPORTED FILL:
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH I, _ �!9.0 F PEGL ______________ A REGISTERED 2 200
_ _---- __ - - -- CUBIC YARDS
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: __ -_� -
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT 1. ZORRO
FESCUE, 20 LBS. PER ACRE.
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
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 AND _______-- _____. ONE COMPLETE COPY QUANTITIES MAY
VARY DUE TO SHRINKAGE OR SWELL FACTORS).
Or SOILS REPORT 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
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE RELEASE 1000 LBS. PER ACRE.
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
ENVIRONMENTAL NOTES:
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
GRADING OPERATIONS. IN THE GRADING PLANS AND SPECIFICATIONS. 4. WOOD FIBER MULCH, 2000 LBS. PER ACRE.
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED
AREA IS 15 %____
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS
(EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
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: -- 4/ - - -- DATE: �l -L?� /995 APPLICATION SHOULD NOT BE AS SUCH
TO CAUSE EROSION AN NO RUNOFF 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS __I? AND THE MAXIMUM
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
G.E. NO.: ___ 000713 SHOULD OCCUR. VERTICAL HEIGHT OF FILL __12__.
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS EXPIRATION DATE: 9- 3 0-1997 OF CUT (Cu.
Ft.)
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 3.
A.) AVERAGE DEPTH = _ _
__
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN �+ BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS
OF CUT AREA OF CUT (Sq. Ft.)
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT If t 3 REQUIRED BY STATE REGULATIONS. B.) AVERAGE
DEPTH = VOLUME OF FILL (Cu. Ft.) = 6.9'
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED de Q7rp.- 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT
HELPS FIX OF FILL AREA OF FILL (Sq. Ft.)
USE.
NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO FOR THIS PROCESS. LEGAL DESCRIPTION:
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL F uNDlsruRBED SLOPES UNDISTURBED SOIL sTAeluzED BY
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR EXISTING B E D SOI ON. REPAIR AREAS Z4
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO LOT 2'S MAP 12882
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS DAMAGED DURING CONSTRUCTION WITH SOD.
A.P.N.: 264 -091 -0
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 47
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND DECLARATION OF RESPONSIBLE CHARGE 3:1 OR \\��� SITE
ADDRESS:
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. FLATTER
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED 3325 VIOLET RIDGE
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. 6
MIN
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 0.5 MIN
ENCINITAS, CA 92024
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS SECTIOM "A
-A'
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
OWNER PERMITTEE:
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS. BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT AL F. MAYO
w
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE HANNEL GRADE 0.0% 1772 KETTERING STREET
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE PROJECT DESIGN. IRVINE, CA 92714
z P( 031?
GN��
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES Fy
t �F
IL L PN
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND G RADE 0. 5% TO 1.0 C/y� A O
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT „y
a do J ACK G
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER C?iyy� _ LEVEL LIP ABOVE P RIM
R
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ---- -' - -- -- - ---- -- DATE:
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP KAI S. SWEIS R.C.E. 48592 UNDISTURBED. �RC�
y Rp
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING EXP. 6 -30 -1996 �1��1 ESSioN COMPACTED DIVERSION RIDGE STABILIZED
AREA
PLAk vi
ORDINANCE. ® 'f! 11 r RI
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL �44k. 4' X 4' RIP RAP FACING, P�FS
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE y ��
T =1.4', 3/8" FILTER. C
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED UV+
u.+ No. 48592 SITE ✓q
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. cc EXP. 6-30-96 0 0 /N
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE s¢ /
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY J'l, OfVS'u• �@ J� IIr/ NOTICE Sl
SUCH MATERIAL A Y at Q L SECTION 4215/4217 OF THE GOVERNMENT 5
K&S ENGINEERING (CFS) (FT) CODE
NUMBER REQUIR E S
TOABE D I G
ISSUED
BEFOREIAATION /I
0 y UP TO 10 15 "PERMIT TO EXCAVATE" WILL BE VALID. 2V
Planning Engineering Surveying s -w 10 -20 20
PER YOUR DIG ALERT I.D. NUMBER CALL
J� MIN A 21 -30 26 UNDERGROUND SERVICE ALERT
31 -40 36 TOLL FR EE 11- 1 VICINITY MAP
(619)296 -5565 7801 Mission Center Court, Suite 200 41 -50 441 TWO WORKING DAYS BEFORE YOU DIG No
SCALE
San Diego Ca. 92108 LEVEL SPREADER DETAIL NTs
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
PERH/T // 67 2-O/ -95 DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APP OVED GRADING
AND EROSION CONTROL PLAN FOR:
Flmu /NS/ecr7GA) OC 0073 -CHIS. SQ IN TOP OF
HEADWALL HORIZONTAL: 1" - 40' DATE .5 S
04 L OCATI ON S.W. CORNER EL CAMINO DEL NORTE l BY:� BY: WILDFLOWER ESTATES LOT 24
4117 G
& RANCHO SANTA FE ROAD. N A R.C.E. NO. -. 48592
°' RECORD FROM: C.S.D VERTICAL CONTROL VERTICAL: BY. MAL S. EIS DATE. -�� �� DATE: -2,0 Z
LTV. 119.476 DATUM: U.S.C. & G.S. EXP, 06 -30 -1996 WORK PROJECT NO. SHEET OF 2