1994-4111 G (Plans) i
WORK TO BE DONE GRAD PLAN EROSI CONTROL
FOR 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AL WIGGINS I
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD AT (909) 244 -5497
WORKS CONSTRUCTION, THE DESIGN C
SPECIFICATIONS FOR PUBLIC AVAILABLE AT ALL TIMES
CONSTRUCTION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DURING THE RAINY SEASON (OCTOBER 1
TO APRIL 15). ALL NECESSARY MATERIALS
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY RESIDE SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. �y 0 NEPTUNE UNE AVE. F RAPID CONSTRUCTION OF TEMPORARY DEVICES
WHEN RAIN IS IMMINENT.
2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION 0
ATION AND BLUFF RETREAT STUDY 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
PREPARED BY GROUP DELTA CONSULTANTS, INC. DATED JUNE 12, 1992 SHALL BE OF THE ENGINEERING INSPECTOR.
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID
REPORT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE 5. THE CONTRACTOR SHALL INSTALL
ADDITIONAL EROSIO
OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. N CONTROL MEASURES IO MAYBE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
WITH IMPROVEMENT PLANS. z
v
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHA
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. LL TAKE NECESSARY PRECAUTIONS
TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT m
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL JASON
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
ST. ` INCORPORATED HEREON.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PROJECT I 8. GRADED AREAS AROUND
THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED PHOEBE r I SLOPE AT THE CONCLUSION
OF EACH WORK DAY.
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SFE r
ST. n
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9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF E ACH
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, WORKING DAY WHEN THE FIVE (5) DAY
RAIN PROBABILITY FORECAST EXCEEDS FORTY
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, PERCENT (40 %). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. <
F' 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR DI AVq OF GRADED SLOPES
(90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND Sr STABILIZED WITH PUNCHED STRAW INSTALLED
IN ACCORDANCE WITH SECTION 35.023 OF
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE
STATE OF CALIFORNIA
DEPARTMENT OF CONSERVATION.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER,
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL
BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 - r' HYDROSEED
2770.
LEU CADIA
IALS TO ANY PROPOSED CONSTRUCTION ���� p� 1 �� � 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT
ARE GRADED 6:1 (HORIZONTAL
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATER
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL I III o BL A. VERTICAL) OR STEEPER
WHEN THEY ARE:
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL A. THREE FEET OR MORE IN HEIGHT IN
FILL AREAS.
COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH N.T.S. B. 5 FEET OR MORE EROSION
DUE TO T HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO
THE EROSION RESISTANT CHARACTER OF THE MATERIALS AS
REGARDS TO THE HAULING OPERATION. APPROVED BY THE CITY ENGINEER.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL 2. IRRIGATION SHALL MAINTAIN
THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
GRADING APPROVAL A FIN RELEASE OF THE GRADING UNDER SECU RITY, PER MIT NO 4111DED CE RTIF I CATIO N HAS BEEN N® IFICAfION GRADING PLAN LEGEND
FOR GROWTH OF THE HYDROSEEDED GROWTH.
SHALL BE PROVIDED STATING:
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS PROPERTY LINE 3. HYDROSEEDING MIX SHALL
CONSIST OF ALL THE FOLLOWING:
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN _ -- 1, SEED MIX SHALL CONSIST OF NO LESS THAN:
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST EXISTING STRUCTURE A. 20 LBS. PER ACRE OF ROSE CLOVER
OPERATION. OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER: PROPOSED STRUCTURE B. 20 LBS. PER ACRE OF ZORRO FESCURE
THE CONTRACTOR IS "REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT C. 3 LBS. PER ACRE OF E SCHOOL
CIA CALIFORNICA
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS PAD ELEVATION (SUBGRADE) S .C. 8 0.8 D. 4
LBS PER ACRE OF ACHILLEA MILLEFOLIA
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID FINISH ELEVATION (FINISHED FLOOR) F.F. 81.5 E.
3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
GR ADING PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND F. 1/2 LB. PER ACRE OF DIMORPHOLECA
UTILITIES OR STRUCTURES ' °__ G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
EXISTING CONTOUR
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY QUALIFIED SOILS ENGINEER OR UNDER LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT 80 - STREET OR RESIDENTIAL STRUCTURES.
NITROGEN
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE A. SEWERS - LEUCADIA COUNTY WATER DIST. 1- 00 - 422 - 4133 -800- 422
-4133 FINISH GRADE CONTOUR CUT _ H. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH A
WILL DETERMINE THE SUITABILITY OF
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND B. GAS & ELECTRIC - DIEGUITO SDG&E _ _ _ FILL DAYLIGHT LINE
- �
I FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTI NG
C. WATER -
THATFILL MA
AND TES M II E MAD GRADING OPERATIONS H HS SHAL STA SU P ER VISION
D. TELEPHONE SAN PACIFIC BELL TER DIST. 1- 800 - 422 -4133 FILL SLOPES (2:1 MAX) -7 BEFORE ATER IEEDING.
1- 800 -422 -4133 �, !. ALL SEED M MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED E. CABLE TV - CUT SLOPES (2:1 MAX) - T
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
OVED GRADING PLANS AND THAT ALL EMBANKMENTS AND _ CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
IN ACCORDANCE WITH THE APPR CITY ENGINEERS OFFICE
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. CONTRACTOR SHALL NOTIFY THE ' 48 HOURS PRIOR TO BEGINNING SNIALES AND FLOW DIRECTION
` -� J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. _ _ _ _ _ _ AT THE DISCRETION OF THE CONTRACTOR.
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2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STORM DRAIN - - - - NO
LESS THAN 2 Ui
HE /SHE SHALL CONTROL SURFACE WATER 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: ,2.
TYPE 1 MULCH APPLIED AT THE RATE OF ,000 LBS. PER ACRE.
DRAINAGE AND PREVENT PONDING OF WATER.
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE RETAINING WALL (STD. DWG C -3)
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY W
SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUBJECT TO REJECTION AND REMOVAL. BLDG. RETAINING WALL
APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE AW INTO THE
° a
SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN SLOPE BY MECHANICALLY PUNCHING N
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INSTALLED. O LESS THAN 50% OF THE STIR SUMP PUMP �- SOIL. w
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED ENVIRONMENTAL DATA DRAIN LINE - -- 3.
FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15%
IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND DEEPENED FOOTING SULPHUR APPLIED AT THE RATE
OF 500 LBS. PER ACRE.
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 25% (WITHIN LIMIT OF WORK)
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 2) MAXIMUM VERTICAL DEPTH OF CUT = 3.4' P.C.C.
DRIVEWAY (G -14 BE PLANTED BY ANY OR A COMB
) "
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED g) MAXIMUM VERTICAL DEPTH OF FILL = 4.3' �
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSE COMBINATION BY:
P.C.C. PVMT. 1. ROUGHENING THE SURFACE TO INATION OF: i
AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE 175 C.Y. X 27 A. TRACK WALKING SLOPES STEEPER
THAN 6:1. Lu
TO A DEPTH OF 6
THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL B. RIPPING AREAS THAT WILL NO
BREAK UP USING ITEM "A" Ago \ /E.
IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4) AVERAGE DEPTH OF CUT = = 1.45'
3,250 S.F. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: LLI
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 7 A. ADJUSTING THE SURFACE
SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED
320 C.Y. X 2
SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND ' LEGAL DESCRIPTION SEED BED. Z�
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER 5) AVERAGE DEPTH OF FILL = = 1.60
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER 5, S.F. LOTS 21 AND 22,9LOCK 12 AND PORTION
OF BLOCK D OF SOUTH SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. .�
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL COAST PARK NO 2, IN THE COUNTY OF SAN DIEGO, STATE OF
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE J
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS
WHERE HYDROSEEDING IS THE PERMANENT
OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
EARTHWORK CALIFORNIA, ACCORDING TO MAP THEREOF NO. FILED IN THE LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
SECURITY RELEASED. L
5. ALL TREES, BRUSH, GRASS AND OF OFF THE SITE BY THE CONTRACTOR S
PILED OR OTHERWISE DISPOSED O AS TO LEAVE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,09 -21 -1925
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE CUT = ±320 C.Y. A.P.N. 254- 241 - 1,2,13
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FILL = ±320 C.Y. REFERENCE DRAWING DECLARATION
OF RESPONSIBLE CHARGE
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH IMPORT /EXPORT = 0 C.Y.
MATERIAL. ROAD SURVEY NO. 1380, R. OF S. MAP NO. 8407, R. OF S. MAP N0. 13284
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 2
SOILS ENGINEER'S CERTIFICATE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION
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6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH
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CURRENT STANDARDS.
OWNER I, WALTER F. CRAMPTON A REGISTERED CIVIL ENGINEER IN THE STATE OF
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS B
RICHARD & CAROLE CRAMER CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ENCINITAS IS
CONFINED A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGI NEER OF
THE CITY OF w�
P.O. BOX 728, PERRIS, CA. 92370 HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
IL GI
TEL OX 72 7 -3947 THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES NOV 1991 WORK, OF MY RESPONSIBILITIES
FOR PROJECT DESIGN. QROfES 10� Q
AND JAN 199 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FRO] ^
STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CIYI yr 1 FOAD CONSULTING GROUP, INC.
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# 731 S. HWY. 101, STE. tFSOLANA BEACH, 92075 (619) 755 -9799 ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
GRADING PLANS AND CERTIFY' "THA HAVE BEEN T T a �' j4 HAMID R. gAGHERI RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT f OWNERS ' CERTIFICATE INCORPORAT IN HE GRADING PLANS AND SPECIFICATIONS.
BY: HAMID R. BAGHER es,,,O1jATE: 10/25/94
No. 36108 � (�
ib•3/•17 EXP. DATE: 6/30/96 E -30 -96 * L
RCE N0. 36108 LLI d (
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR SIGNED: C w
L
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE RCE N0: 3�Z X10. A# d 5j� IVIL
n r,
COMPACTION AND STABILITY OF THE SITE. EXP. DATE: 12. 3® - '1a �•` �ti��l ` F OF c U
{
OF CAL \F� Z r
SIGNATURE: "fie (.7� r�2�,��.��
D A TE:11 -3-94
SCALE COMMUNITY DEVELOPMENT DESIGN BY D A N BY C KE Y APPROVALS CITY F E�ICI�NIT�.S ENGINEERING
DEPARTMENT DRAWING Nth. w
F.A. A.N. H.B.
REVISIONS APPROVED DATE REFERENCES DATE ��R1VCA B1IIA
AAA oral 5u1„ OV I GRADING PLAN FOR:
PERMIT FlN�9L 02 -/9-5� -�, � PANS PREPARED UNDER SUPERVISION OF RECOMM NDE A r � / 4111 G
n2 � s DATE : 1u/2s/94 BY. �� BY- CRAMER RESIDENCE �� ®® NEPTUNE AVE.
HORIZONTAL L Foi+� Pt �s �% EXP. r
HAMID R. BAGHERI R.C.E. NO. : 3b108 9 DR 92 -116 s SEE T OF
NONE AVAILABLE c�.e.e � DATE: 3' - � DATE: � °� � _
VERTICAL - ENGINEER 6/'0/96 WORK PROJECT N0. I
�,I ��S
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