1994-4055 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DING. No. SYMBOL
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 _ 714-250 _____ (PHONE)
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
EXISTING CONTOUR -
O t3
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
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: EXISTING ELEVATION - e` �
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 PRE LIMINAR Y SOIL INVEST P ROPOSED_ OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES
OR STRUCTURES LOCATED AT THE WORK
SINGL FAM ILY DWE LLING LOT NO. 25 OF WILDFLOWER_ ESTATES ENCINITAS, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
CALIFORNIA PREPARED BY NOR TH COUNTY COMPACTION THE APPROVAL OF THE ENGINEERING INSPECTOR. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, DAYLIGHT LINE - - 0-0 -
------- - - - - -- FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
ENGINEERING DATED SEPTEMBER 14, 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. 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 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
211.0 FS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT FINISH SURFACE ELEVATION -
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) -
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 DEVICES, 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
CONFORMING ES ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH -
CONFORMING
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 OWNERS CERTIFICATE LANDSCAPE PLANS (3 " PIPES)
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 RETAINING WALL SDRSD C -4
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS ( )
AND CITY RECOGNIZED HOLIDAYS. HAS B1 OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY CATCH BASINS FOR (L1 -L10)
PER THIS PLAN NDS 12 "X12" am
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING AE ON THE COMPACTIO AND STABILITY OF THE SITE. ALL OTHER
CATCH BASINS ARE PER UNLESS OTHERWISE NOTED
LANDSCAPE PLANS
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INS PECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING I Ij
1 0 04Ef G. BS CLEANOUT NDS CLEANOUT Q
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED AL M Y DATE
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633- 1 7 K EkING STREET, IRVINE CA 92714 NDS FLAT
TOP (PER LANDSCAPE PLANS)
2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY NDS SQUARE BRASS GRATE (PER LANDSCAPE PLANS) am
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SOILS ENGINEER STATEMENT HYDROSEED MATERIALS:
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL oy E_ ,p A REGISTERED IN THE ABSENCE OF INFORMATION TO THE CONTRARY,
THE HYDROSEED MIX EARTHWORK QUANTITIES:
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH I ' - -- - AND APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING:
REGARDS TO THE HAULING OPERATION. CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING CUT: _____ -_____ 2,600
CUBIC YARDS
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 1. ZORRO
FESCUE, 20 LBS. PER ACRE. FILL: ------ - - - - -- 3 600 _ -__ CUBIC YARDS
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE 5e B AND _--- - -___. ONE COMPLETE COPY 2. ROSE CLOVER, 20 LBS
PER ACRE. IMPORTED FILL: _____ 1 000 CUBIC YARDS
GRADING UNDER PERMIT NO. 4055 -G HAS BEEN PERFORMED IN SUBSTANTIAL OF 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 I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS RELEASE
1000 LBS. PER ACRE. NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
GRADING OPERATIONS. IN THE GRADING PLANS AND SPECIFICATIONS. 4. WOOD FIBER MULCH, 2000 LBS. PER ACRE. QUANTITIES MAY
VARY DUE TO SHRINKAGE OR SWELL FACTORS).
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS
ENVIRONMENTAL NO TES.
EGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SIGNED: - -- ----- DATE: ,�Q1�! /��/9 _ APPLICATION SHOULD NOT BE AS
SUCH TO CAUSE EROSION AN NO RUNOFF
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED G.E. NO.: __- _000713 1. THE STEEPEST EXISTING
SLOPE IN THE GRADED AREA IS ___
_ _ -_ SHOULD OCCUR. 15%
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS EXPIRATION DATE: ... 9 -30 _ 1997 (EXCLUDING EXISTING
MAN MADE 2:1 SLOPES).
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
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS $ AND THE MAXIMUM
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT G` l REQUIRED BY STATE REGULATIONS. VERTICAL HEIGHT
OF FILL - 12_
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED Ex15. 9 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT
HELPS FIX 3. A.) AVERAGE DEPTH = VOLUME OF CUT (Cu. Ft.) _ 3.8 _
USE. NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED OF CUT AREA OF CUT (Sq. Ft.)
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO FOR THIS PROCESS. VOLUME OF FILL (Cu. Ft.)
B.) AVERAGE DEPTH = _ 3.8'
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR UNDISTURBED SLOPES UNDISTURBED SOIL STABILIZED BY OF
FILL AREA OF FILL (Sq. Ft.)
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. LEGAL DESCRIPTION:
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. LOT 25 MAP 12882
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND DECLARATION OF RESPONSIBLE CHARGE 3:1 OR A.P.N.: 264
091 -
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. FLATrER
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED
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. 0.5'
MIN 6' MIN SITE ADDRESS:
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS SECTION «A
-A' 3327 VIOLET RIDGE
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENCINITAS, CA 92024
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
WITH SPECIFICATIONS. BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT HANNEL GRADE 0.0% OWNER /PERM
ITTEE: Q
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES PROJECT DESIGN. z GNRO
AL F. MAYO FN F �S ti
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED PLANTED AND G RADE 0. 5% TO 1.09 1 /T
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT - - - IRVINE 1772 KETTERING CA 9271 4 4
TREEr qS o SA A O
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
Bl c$'
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO - ------ - - - - -- DATE: �_S �S ` LEVEL UP ABOVE
�P`� k RIM R qty
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP KAMAL S. SWEIS R.C.E. 48592 UNDISTURBED
CSR R4
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING EXP. 6 -30 -1996 COMPACTED DIVERSION RIDGE STABILIZED AREA PLAN V1E*
� 6
O 6 D IALNTREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL �o�gQF�SSlQy9! Ct�S��P �TRI
4 8 • S F 4' X 4' RIP RAP FACING, P� n� J
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE <vP $ ?' A
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED h �i c T =1.4', 3/8" FILTER.
VAC
s z
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. '^ J� SIB ✓q
LL
NO-48592
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE cr. to /
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6
Exp.6- � aG Y � �
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY 0-9 NT �'+ Y IMPORTA
NOTICE
SUCH MATERIAL. Jp, C''V1 5 VERNMENT
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(619)296 -5565 7801 Mission Center Court, Suite 200 a1 - 5o 44 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: I DRAWN BY: 1 CHECKED BY:
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
E?917 A0556LT 7 DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING
AND EROSION CONTROL PLAN FOR:
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K K &S ENGINEERING Uj No. 48592
Planning Engineering Surveying Exp. 6-SO
* Cp4IL. �
OF CR������ .
(619)296 -5565 7801 Mission Center Court, Suite 200
San Diego Ca. 92108
Y: Y: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENI DRAWING.
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL_ DISTRICT
, W/T''�DSSGt
DESCRIPTI COUNTY BENCH MARK No. PLANS PREPARED UNDER SUPERVISION OF: REC APPR VED GRADING AND EROSION CONTROL PLAN
FOR:
4055 Cp
FiNA6 MIS /rl^Tj�l oz-�, OC 0073 -CHIS. SQ IN TOP OF DATE s�9s BY: /(. t", BY: t�
HEADWALL HORIZONTAL: /16" _ , W ILDFLOWER ESTATES LOT 25
r� •110AIION S.W. CORNER EL CAMINO DEL NORTE 48592
I
& RANCHO SANTA FE ROAD. VERTICAL: N/A KAMAL SWEIS R.C.E. N0. DATE. (- /94 DATE: �-yo SHEET
2 OF 2
°' RECORD FROM: C.S.O VERTICAL CONTROL EXP. 06 -30 -1996 ! WORK PROJECT N0.
119.476 U.S.C. & G.S.