2000-6421 G (Plans) WORK TO BE DONE GRADING PLAN GRADING PLAN LEGEND
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD FOR PROPERTY LINE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION PROPOSED STRUCTURE
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY PAD ELEVATION (SUBGRADE) S.G,
80.
T ANY REQUEST FOR INSPECTION.
ENGINEER PRIOR 0 EQUES JO EL R ESIDE NC E 0 FINISHED FLOOR ELEVATION F.F.
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED ---�
REDEVELOPMENT 1381 CREST DR., ENCINITAS, CALIFORNIA (J.N. 99- 204 -P) PREPARED FINISHED SURFACE ELEVATION F
S.
BY VINJE & MIDDLETON ENGINEERING, INC. DATED JULY 2, 1999 EXISTING CONTOUR
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SANTA FE DR PROJECT FINISH GRADE
CONTOUR 80 -�
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE DAY-LIGHT LINE C UT,,,
S ITE FILL
OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS.
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION FILL SLOPES (2:1 MAX)
WITH IMPROVEMENT PLANS. TORREY CUT SLOPES (2:1 MAX) Y �-
DR
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SWALES AND FLOW DIRECTION - MIN. 1%
-�
° Q 6" CONC. CURB
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT A.C. PAVING-ON BASE
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL w o
BE REPLACED OR REPAIRED TO CONDITION- EXISTING PRIOR TO GRADING.- �N q z STORM DRAIN - - - - -
�\�� M DR
RETAINING-WALL (PART OF THE BLDG. PERMIT)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS P.C.C. BROW DITCH (D -75 TYPE "A
")
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED W
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. P RIP RAP (34 TON) o °P
BP MANCHESTER BROOKS INLET (PVT.) #2424
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, KEYSTONE WALL
STATE AND FEDERAL SAFETY- AND HEALTH STANDARDS, LAWS AND REGULATIONS. P� FENCE (MAX.6' HIGH) - x x-
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR s ���� EROSION CONTROL
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND �p.NCy �
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. S� � w� 1. IN CASE EMERGENCY WORK IS REQUIRED,
CONTACT SJIRK ZIJLSTRA AT (858) 755 -3360
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD iN 4 VE S�P� 2. EQUIPMENT AND
WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, DURING THE RAINY SEASON (OCTOBER 1
APRIL 15). ALL NECESSARY MATERIALS
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL '�'�/ SHALL BE STOCKPILED ON SITE
ON OCTOBER 1 CONVENIENT LOCATIONS TO FACILITATE
LE BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 - VICINI MAP RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
2770• 111110 3. DEVICES -SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION N.T.S. OF THE ENGINEERING INSPECTOR.
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
T ENGINEER EACH RUN-OFF PRPRODUCING RAINFALL.
F ROM THE C ENGINEER TTY N INEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL � THE SATISFACTION OF
THE CITY ENG NEE AFTER TE E C
COMPLY - WTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY - IMPOSE WITH 5. THE CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REGARDS TO THE HAULING OPERATION.
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION -- OR
3 j ;,',,, - \ UNFORESEEN CIRCUMSTANCES WHICH -MAY ARISE.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL 3a' _ / .•; �� .` _ _ -
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION / vr� j N 83 '40'p7" yy - - ° ' �
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 6421 -G HAS BEEN 38 3.38 ' - b t • „ : ; r
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS / W 5 i \` � %/ - CONDITION.
SHOWN ON THE ATTACHED AS- GRADED PLAN'". THIS STATEMENT SHALL BE FOLLOWED BY -
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ��I ! �� �.� J ' ( �/��� %; % /` / %
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
R
\\ . � A
OPERATION.
/ 4 INCORPORATED HEREON.
j If
II , t , �� % ;� r / ; .,•" 8. GRACED AREAS AROUND THE PROJECT PEETER - MUST DRAIN AWAY
FROM THE FACE OF
R+ - M
GRADING t \ ��� - �i. � r
1,� , \ ���', , < ,, , P
\ a �, / \ � � / SLOPE AT THE CONCLUSION OF EACH WORK DAY.
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY QUALIFIED SOILS ENGINEER OR UNDER -
t4 89 .50.5., w
691 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF €rCH
HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT - WORKING DAY WHEN THE FIVE (5) DAY
RAIN PROBABILITY FORECAST EXCEEDS FORTY
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE PERCENT (40 %). SILT AND OTHER
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
SHALL SUBMIT SOILS REPORTS AS REQUIRED -ND WILL DETERMINE THE SUITABILITY OF INDEX MAP 10. SHOULD GERMINATION OF HYDROSEEDED
SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE
THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION STABILIZED WITH PUNCHED STRAW INSTALLED
IN ACCORDANCE WITH SECTION 35.023 OF
AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED SCALE 1 " = 100' THE EROSION -AND SEDIMENT
CONTROL HANDBOOK OF THE STATE OF CALIFORNIA
IN EXCAVATIONS GRA THAT ALL EMBANKMENTS -AND SOILS ENGINEER'S CERTIFICATE DEPARTMENT OF CONSERVATION.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE RALPH M. VINJE A REGISTERED ENGINEER IN THE
STATE OF HYDROSEED
DRAI PREVENT NT PO OW TO - A DJ OINING PROPERTIES OR TO FINISHED CONTROL
WORK ON S URF ACE
SITE AND LEGAL DESCRIPTION CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED -AREAS UNTIL HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
SOIL CONDITIONS PREVALENT WITHIN 1. HYDROSEEDING SHALL BE APPLIED - TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
SUCH 11ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ALL THAT PORTION OF BLOCK "F" OF PALOMARES HEIGHT, IN THE CITY OF THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN DATES -JUNE 1, 1999. TO VERTICAL) OR STEEPER WHEN THEY ARE:
INSTALLED ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO AND JUNE 30 1999. ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS A. THREE FEET OR MORE IN HEIGHT IN FILL AREA.
MAP THEREOF No.2114. FILED IN THE OFFICE OF THE COUNTY RECORDER OF STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO
3. ALL AREAS TO BE FILLED -SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED SAN DIEGO COUNTY, JUNE 19, 1928 (A.P.N. 262- 013 -11, 12)
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIALS AS
IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
HAVE BEEN APPROVED BY THE CITY ENGINEER.
OBJECT MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE INCORPORATED- IN THE GRADING PLANS AND SPECIFICATIONS.
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL- BE EARTHWORK 2. IRRIGATION SHALL
MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
REMOVED TO SUITABLE FIRM NATURAL GROUND. (REFER ALSO TO LANDSCAPE SPECIAL NOTE FOR GROWTH OF THE HYDROSEEDED GROWTH.
#3 THIS SHEET) THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN CUT t 650 C.Y. 3. HYDROSEEDING
MIX SHALL CONSIST OF ALL THE FOLLOWING: "
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY SIGNED: Z
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. FILL t 650 C.Y. GE NO: 863 1.
SEED MIX SHALL CONSIST OF NO LESS THAN: V
IMPORT/ 0 C.Y. a LL'
/ EXP. DATE: 12 -31 -Oi A. 1 LB. PER ACRE OF ACHILLEA MILLEFOLtUM. Q
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH B. 4 LBS. PER ACRE OF
ERIOPHYLLUM CONFERTIFLORUM.
SURFACES AND - UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND VINJE & MIDDLETON ENGINEERING INC. C. 5
LBS. PER ACRE OF ESCHSCHOLZIA CALIFORNICA Q_ M
OF WORK E ND�EFT IN NEAT AND ORDERLY CONDITION. ALL I STONES, D ROO S AND ENG OTHER OWNER'S CERTIFICATE ESCONDIDO, CA 90 AVEN SUITE 102
J N #99- 2-84 -P E. 15 LBS PER ACRE OF PL NTAGO NSULARIS O o
WASTE MATTER EXPOSED OR OR EMBANKMENT SLOPES WHICH ARE LIABLE TO F. 1/2 LB. PER ACRE OF OENOTH, CAMISSONIA
(CAMIS, CHIERANTHIFOLIA)
SLOPES LO A OS BE OUNDED MOVED A D WITH THE O RAD N ORDINANCE OP OF ALL I (WE) RETAINED TO REGISTERE
AL D SOILS ENGINEE GEOLOG H SBEEN OR DECLARATION OF RESPONSIBLE CHARGE G. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
TO THE HYDROSEED SLURRY � Z
AT THE DISCRETION OF THE CONTRACTOR.
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, COMPACTION AND_STABIL Y OF THE SITE. J I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS PRO-JECT, THAT I H. ALL SEED - MATERIALS SHALL BE TRANSPORTED - TO - THE JOBSITE IN UNOPENED z z �-
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE % /�j/ ° HAVE EXERCISED RESPONSIBLE CHARGE OVER - THE
DESIGN OF THE PROJECT AS CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
z
THE AREAS THAT H AVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE � � DEFINED IN SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT CERTIFICATION TA ^ v ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
FROM UNSIGHTLY DEBRIS. (REFER ALSO TO LANDSCAPE SPECIAL NOTE #3 THIS SHEET) SIGNATURE: DATE: THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS. ~ C
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 2. TYPE 1 MULCH APPLIED AT THE
RATE OF NO LESS THAN 2,000 LBS. PER ACRE. -J g
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY - SUCH MATERIAL. ROBERT B. AND CARY Z. J L I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY THE TYPE 6 MULCH (STRAW) MA-Y BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY c co
1623 BUTTERCUP RD. CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS APPLIED- FIBER - MATERIAL.
WHEN STRAW IS USED IT MUST BE ANCHORED TO THE
NOTIFICATION
ENCINITA 9 C92 ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ES SLLOPE BY MECHANICALLY PUNCHING NO
LESS THAN 50% OF THE STRAW INTO THE Z
FOAD CONSULTING GROUP, INC. ���q� ♦ w
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN IMPORTANT NOTICE 731 S. HWY. 101, STE. 2F, SOLANA
BEACH, CA 92075 ��O F 3. FERTILIZER CONSISTING OF BEST (MFG) PRO - PRILLS (TM) 12 -6 -16 WITH 17% SULFUR, U " "
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST (858) 755 -9799 3% IRON, 0.5% ZINC.
0 T.
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE c HAMID R. BAGHERI ?*+
z
SECTION 4216/4217 OF THE GOVERNMENT D w r^ Q Q
PLANS, HOWEVER: CODE REQUIRES A DIG -ALERT IDENTIFICATION G 2� No. 36108 AREAS TO BE HYDROSEEDED SHALL BE
PREPARED PRIOR TO HYDROSEEDING BY: a
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT NUMBER BE ISSUED BEFORE A - DATE: 9/07/00 1.
ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: g
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS "PERMIT TO EXCAVATE" WILL BE VALID : HAMID R. BAG RI
E -30 -04 * A. TRACK WALKING SLOPES STEEPER THAN 6:1.
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID FOR YOUR DIG ALERT I.D.. NUMBER CALL RCS N0. 36108 EXP.
DATE: 6/30/04 B. RIPPING AREAS THAT WILL NO BREAK UP USING ITEM "A" ABOVE.
UTILITIES OR STRUCTURES -PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND UNDERGROUND SERVICE ALERT 9l CIVIL �P
LOCATION OF UTILITIES AND NOTIFICAON -OF COMMENCEMENT OF WORK: TOLL FREE 1- 800 - 422 -4133 F OF CW
TI 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
A. SEWERS COUNTY OF S.D. ENVIR. HEALTH DEPT. 1- 760 - 471 -0730 TWO WORKING DAYS BEFORE YOU DIG A. ADJUSTING
THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED
B. GAS & ELECTRIC SDG &E 1- 800 - 422 -4133 SEED BED.
C. WATER SAN DIEGUITO WATER DIST. 1- 760 - 753 -6466 B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING
D. TELEPHONE PACIFIC BELL 1- 800 - 422 -4133 ENCINITAS FIRE DEPT. SAN DIEGUITO WATER DIST. COUNTY OF SAN DIEGO ENVIR. HEALTH
DEPT SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. Q
E. CABLE TV COX COMMUNICATIONS 1- 619 - 266 -5500
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE z
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING PROJECT IS PERMANENTLY LANDSCAPED
OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT U)
ANY WORK - ON THIS PROJECT. PHONE: (760) 633 -2770. LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY
RELEASED. O
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: Approved W V)
Z
(760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE .( q 07 - -- Zo • 00 Depa� ent of Environmental
Health /_ /,,� Lv Lj L�.I
SUBJECT TO REJECTION AND REMOVAL. REVIEWED BY: DATE -��- _z f� Z
BY: DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED BY: S eCialiSt Data DATE CD 0 p
DESIGNED BY DRAWN BY CHECK BY Z O =
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNfTY DEVELOPMENT F.A. B. R. H.B. APPROVALS CITY OF
ENCINrrAS ENGINEERING DEPARTMENT DRAWING No. LLJ Q IZ
C."A iqbEP 611o.11IT ZA =M1 3Z2A1j21 DESCRIPTION COUNTY MON. No. OC -0022 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE A
GRADING PLAN FOR:
OVE
1/2" I.P.37' W . OF CREST DR.26' S/0 1" = 20. 9/07/00 �, _
MELBA RD.� HORIZONTAL DATE . BY: BY: J OEL RESIDENCE - 1381 CREST DRIVE 6421 G
LOCATION: E. COR.POST RD. /WD. FENCE _ . 36108
COORDINATE: 319N -1689E VERTICAL R.C.E. N0. a
DATE: 20 �� DATE: -2 - \
ENGINEER 6/30/04 � u') ELEV• 380.22 DATUM: U.S.C. & G.S. BY: DATE
EXP. WORK PROJECT NO. OWO SHEET 1 OF
2
i
PXIST. 1 112"
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PRNEP GAS
4i RESERVE LAYOUT
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ER MAP E 'gMEN T J 1 �Jr � !- f r _ REFE
TO CCU! INTY OF SAN DIEGO HEALTH DEPT. SEPTIC P MIT
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c `J� FOR �ETAILED NFORMATION OF SEPTIC I do
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an �, PLACEMENT,- SINGLE `L
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PER (D -75 TYPE A) RIP RAP (% ON) o ° ry 89'50'51 W 69'I.77 - - cZw'
W /FILTER BLANKET ` _ - _ _ _ _ - ° 0 9 EXISTING. DEMO'D POOL Z z
MIN.25' SETBACK ° TO BE FILLED TO CITY "'
LAND BLUFF STANDARD
FOR ANY N GRADING o
/ STRUCTURE PER ON
30.34.0308 OF MUNICIPA
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DESIGNED BY DRAWN BY CHECKED BY z _
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT F.A. B.R. H.B. A PPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w Q a-
DESCRIPTION COUNTY MON. No. OC -0022 PLANS PREPARED UN ER SUPERVISION OF RECOMMENDED Ag 4 GRADING PLAN FOR:
MELBA RD? W ' OF CREST DR.26' S/0 HORIZONTAL 1 - 20 DATE BY: BY. V�t
- 21•C o
LOCATION:I'E. COR.POST RD. /WD. FENCE _ v R.C.E. N0. 36108 _ JOEL RESIDENCE 1381 CREST DRIVE
/ a
COORDINATE: 319N - 1689E VERTICAL DATE: DATE:
E". 380.22 DATUM: U.S.C. & G.S. ENGINEER EXP. 6/30/04 WORK PROJECT NO. SHEET 2 OF 2
2
EXIST
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- P ER MAP ACCESS EIA
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT F.A. B.R. H.B. APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING N 0. LLJ Q IZ
REVISE LIMITS OF OPEN SPACE COVENANT /yI• AA 2� DESCRIPTION: COUNTY MON. No. OC -0022 PLANS PREPARED UND SUPERVISI N F RECOMMENDED
APPROVED GRADING PLAN FOR:
DELETE E'LY FILL SLOPE & RET. WALL, 1 12" I.P.37' W . OF CREST DR.26' S/0 " 2 0 OI
REVISE GRADING AROUND THE BASEMENT, MELBA RD. HORIZONTAL 1 = 20 ATE : 3 BY: BY: 6421
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STRUCTURAL SECTION EOCATION:I'E COR.POST RD. /WD. FENCE - �� R. N0. : 36108 JOEL RESIDENCE - 1381 CREST DRIVE
E-):2 REVISE W'LY BROW D ITCH,
REVISE COCONUT MAT LIMITS, ADD SPLIT RAIL COORDINATE: 319N -1689E VERTICAL C E DATE: DATE: 3✓2G
ENGINEER 6/30/04
FENCE. ELEV. 380.22 DATUM: U.S.C. & G.S. EXP. - WORK PROJECT N0. SHEEI�AOF 2 M o�i
7