1995-4212 G (Plans) 141370
LEGAL DESCRIPTION
GENERAL NOTES LEGEND
NOTIFICATIONS
262-061-73-SW 4, E 2 OF SE 4 SEC 24 T135 R4W
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 16. ALL TREES, BRUSHP GRASS, AND OTHER OBJECTIONABLE 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PROPERTY BOUNDARY 262- 061- 74 -POR. LOT 4 SEC 24 T135 R4W
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS MATERIAL SHALL BE COLLECTED,,, PILED OR OTHERWISE PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE DISPOSED OF OFF THE SI'i 3Y THE CONTRACTOR SO AS TO OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE EASEMENT LINE
CITY OF ENCINITAS AND THE SAN DIEGO !.REA REGIONAL LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND BEST OF OUR KNOWLEDGE
THERE APE NO EXISTING _ R.P.N.: 262 - 061 -73, 74
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER: EXISTING CONTOURS - (30)- - SITE ADDRESS MANCHESTER AVENUE
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED ENCINITAS,
CA 92024
EXISTING
REQUEST FOR INSPECTION. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE THE CONTRACTOR IS REQUIRED TO EX DUE
PROPOSED CONTOURS
DISPOSAL OF ANY SUCH MATERIAL, PRECAUTIONARY MEASURES TO PROTECT ANY C OWNER /PERMITTEE BETTY SIMM
2. THE SOILS REPORT TITLED "GEOTECHNICAL >NVESTIGATION UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. DAYLIGHT LINE -
II F 839 VAL SERENO DRIVE
OF PROPOSED CHURCH Ek RESIDENTIAL SITES, MANCHESTER AVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT 30.4
OLIVENHAIN, CA 92024
ENCINITAS',CALIFORN'IA. PREPARED BY SOUTHERN CALIFORNIA SOILS 8. THE FOLLOWING RESPONSIBILITY TO CONTACT THE PROPOSED SPOT ELEVATION
-
TESTING INC. DATED JUNE 3,198 ,TOGETHER WITH ADDENDUM EROSION CONTROL FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
LETTER DATED JUNE 12 1995 (A. R. BARRY) SHALL BE
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND CUT SLOPE (2:1 MAX) ESTIMATED QUANTITIES
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LOCATION OF
UTILITIES AND NOTIFICATION OF CUT 1,350 C.Y.*
GRADING SHALL BE DONE IN ACCORDANCE WITH THE N S / MM AT 75�s - .S 7(a 7 (PHONE) COMMENCEMENT OF WORK: FELL SLOPE
(2:1 MAX.)
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID FILL 1,3
REPORT. 50 C.Y.*
. O - SEPTIC SYSTEM. DIRECTION OF CONCENTRATED -s, -�
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A SEWER DRAINAGE MIN.)
ALL TIMES DURING THE RAINY SEASON. ALL I MPORT 0 C.Y.*
AVAILABLE AT
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS ELECTRIC - 800- 422 -4133
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT EXISTING SEWER
LINE S
C. WATER - 619- 753 -6466 EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN TEMPORARY DEVICES WHEN RAIN IS IMMINENT. EXISTING WATER LINE - W - -
D. TELEPHONE - 800- 422 -4133 - QUANTITIES MAY VERY DUE TO SHRINKAGE OR SWELL FACTORS).
CONJUNCTIQN WITH IMPROVEMENT PLANS.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED EXISTING GAS LINE - G - ENVIRONMENTAL NOTES:
EXISTING FUEL LINE -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. E. CABLE TV - 800- 422 -4133
- - F
• 1. THE STEEPEST EXISTING SLOPE I THE GRADED AREA I3 6,5
GRADING.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE IIH
(EXCLUDING AND EXISTING MAN MADE SLOPES).
S. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 48 HOURS PRIOR
TO BEGINNING ANY WORK ON THIS EXISTING MANHOLE - � REQUIRED TO TO PROTECT ADJACENT PROPERTIES DURING GRADING AFTER EACH RUN OFF PRODUCING
RAINFALL. PROJECT. PHONE:.(619) 633 -2770. _�
EXISTING DRAINAGE SWALE J 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.1 FEET AND TH
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 3. THE CONTRACTOR SHALL GIVE
24 HOURS NOTICE ON CALLS MAXIMUM VERTICAL HEIGHT OF FILL 2.7 FEET.
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO EXISTING EDGE OF PAVEMENT
FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK
GRADING. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 3. A) AVERAGE DEPTH VOLUME OF
CUT (C.F.) =1.15
WHICH MAY ARISE. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE EXISTING DIRT ROAD OF CUT AREA
OF CUT (S. F.)
WH
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT SUBJECT TO REJECTION AND REMOVAL.
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TARE
VOLUME OF FILL (C.F.) -1,2
PROPOSED DRIVEWAY APRON B) AVERAGE DEPTH =
BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL OF FILL AREA OF FILL (S.F.)
LAND SURVnYOR. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
ENGINEER OR A LICENSED 44
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. DECLARATION OF RESPONSIBLE CHARGE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN GRAVEL BAGS (2 -HIGH)
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED I HEREBY DECLARE THAT I
AM THE ENGINEER OF WORK FOR THIS
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND GRADING PLAN SHALL BE INCORPORATED HEREON. PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DESIGN OF THE PROJECT
AS DEFINED IN SECTION 6703 OF THE
REGULATIONS. BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK CONSISTENT WITH CURRENT STANDARDS. ALL UTILITIES WILL BE
RUN UNDERGROUND.
S. GRADING AND EQUIPMENT OPERATI G WITHIN ONE -HALF (1/2) DAY.
MInE OF A STRUCTURE FOR HUMA.. OCCUPANCY SHALL NOT BE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI -w �fl$�favA OWNER
TO OBTAIN A CONSTRUCTION PERMIT
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE FROM THE ENGINEERING DEPARTMENT AT LEAST
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED AT THE END OF EACH WORKING DAY WHEN THE FIVE AND DOES NOT RELIEVE ME, AS (5) DAY RAIN ENGINE
ER OF WORK, OF MY RESPONSI- ti�.�� ��4��.0 � E,y 48 HOURS PRIOR TO WORKING IN THE PUBLIC
RIGHT -OF -WAY. IT IS THE RESPONSIBILITY
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT gILITIES FOR PROJECT DESIGN. y '
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. W /C "4, W m OF THE OWNER TO KNOW WHERE HIS /HER
HOLIDAYS.
� a / . I / 9 (^ NO, x29577 hC�_ 9577 PROPERTY LINE IS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE BY: DATE
PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR WAYNE PAS
&9 3 - V / -"
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PASCO ENGINEERING
29577 E
C. .
ENGINEER, £DILS ENGINEER, GRADING CONTRACTOR AND PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 R. (619) 259
EXPIRES 3 -31 -99
PERMTTTEE. THE PREGRADE MEETING SHALL BE SCHEDULED OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE 535 NO. HIGHWAY 101
S UITE SO LAND BEACH, U 92075
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING OF CALIFORNIA DEPARTMENT OF CONSERVATION. 92075 . - --
(619) 633 -2770.
SOILS ENGINEER'S CERTIFICATE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE HYDROSEED MATERIALS I A66Fwi Adwy A REGISTERED CIVIL ENGINEER IN THE STATE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE IN THE ABSENCE OF INFORMATION TO THE CONTRARY THE HYDROSEED APPLIED SOIL MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND MIX AND APPLICATION RATES SHALL BE A MIX OF ALL THE STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS
REQUIREMhNTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS, FOLLOWING: MADE BY ME OR UNDER MY DIRECTION BETWEEN THE' DATES -
TO THE HAULING OPERATION. AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
ZORRO FESCUE, 20 LBS PER ACRE. FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
11. UPON FINAL '0 PLETION OF THE WORK UNDER THE GRADING TO THE OFFICE OF THE CITY ENGINEER, ALONG WITH UPDATE LETTER
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR ROSE CLOVER, 20 LBS PER ACRE. DATED FURThERMORE, I HAVE REVIEWED THESE GRADING
FINAL RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT AMMONIUM PHOSPHATE SULFATE•(16 -20 - 0) WITH 15$ SULFUR, SLOW SOILS REPORT FOR THIS PROJECT
HAVE BEEN INCORPORATED IN THE
NO. 4212 -G HAS BEEN PERFORMED IN SUBSTANTIAL RELEASE 1000 LBS PER ACRE. GRADING PLANS AND SPECIFICATIONS. �p SS10p
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN / ��77
ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL WOOD FIBRE MULCH, 2000 LBS PER ACRE. /V� ��
BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL *, zzSB3
li
SIGNED: "� 1
QUANTITY AND RATIO OF WATER TO OTHER
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. WATER FOR SLURRY, QUANT nn
MATERIALS SHOULD BE LEFT TO THE APPLICATOR. THE MIXTURE OR RICE NO.: � 7 � CJ � � Ex $/ n
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A RATE OF APPLICATION SHOULD NOT BE SUCH AS TO CAUSE EROSION EXP. DATE 3
/ 3 / �9 8
QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE AND NO RUNOFF SHOULD OCCUR. T
SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN
TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS
AND WILL DETERMINE THE SUITABILITY OF ANY FILL REQUIRE) BY STATE REGULATIONS.
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE
SHALL STATh THAT OBSERVATIONS AND TESTS WERE MADE BY THE SEED >HOULD BE INOCULATED WITH BACTERIA THAT HELPS FIX
HIM OR UNDER IIS SUPERVISION AND THAT IN HIS OPINION, NITROGEN. ilE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE
ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN CHECKED FOR THIS PROCESS. P�6
,ACCORDANCE WITH THE RECOMMENDATI F THE SOILS S <E�` I APN 262- 061 -7
REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE
SUITABLE FOR THEIR INTENDED USE.
GRAVEL BAG AND HYDROSEED APPLICATIONS i
13. THE CONTRACTO2 SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 1. GRAVEL BAGS SHOULD BE PLACED TWO BAGS HIGH AT THE TOE OF ALL I S
PONDING OF WAFER. AE SHALL CONTROL SURFACE WATER AND SLOPES CREATED BY THE GRADING SHOWN ON THIS PLAN. z
AVOID DAMAGE ,TO ADJOINING PROPERTIES OR TO FINISHED o
�a
WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 2. GRAVEL BAGS SHOULD BE PLACED AROUND ALL DRAINAGE INLETS TO
N <30
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH PREVENT SILT FROM ENTERING THE DRAIN SYSTEM, PLACE BAGS TWO
m >�R
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL HIGH. IF INLET IS NEAR THE TOP OF A SLOPE, PLACE BAGS ONE APN 262 - 061
-73 LIMITS OF OWNERSHIP
N = "a
u u
MEASURES HAVE BEEN INSTALLED. HIGH AND LINE THE TOP OF SLOPE WITH BAGS (TWO HIGH) WITHIN 10 '
Z
FEET OF THE INLET. Z
m
" a
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED 3. HYDROSEED ALL MANUFACTURED SLOPES OVER THREE (3) FEET IN OWNERSHIP
MAP " S
HEIGHT. REFER TO THE HYDROSEED MATERIALS NOTES FOR MIXTURE
AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND AND APPLICATION RATES.
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL. IS TO
BE PLACED. i OOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED OWNER'S CERTIFICATE a ENCINITAS BLVD.
SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 FEET AND THEN - w
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR v
Q B
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER OVER ALL GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE O o 9v
qA NAWA,,, rl -14 A I ,-- 7XIG 604 010 C Al S s4 re
AND FOUNO Tf/AP A11114 E P1`✓E 604 6 ANO CD.�/T�eUcT /ON
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF Z ti� 90 9
77-le NOT PEPPG oR4 E AS G> ye / 6 O HE.2EON,
Tx/E S,2R0lNC� .44V O•PA /NAGS' ST'PUCTU.PE.S TNHT /n/ECE
SPECIFICATIONS. THE SITE. u
w BU /CT N/!LL FUNCTION /N ACCO�eOANCE u/ /TN e5Giro
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 1 20 ENE /NEE.PlVG pe -1.4r r
�
GRADE TO PRODUC" SMOOTH SURFACES AND UNIFORM CROSS �L -y 7 f LAS 5�� .EASE luo7_ THAT TNE,C�E
,3 Set T9NKS, AA/D 2
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS BE TT Y S I M M D TE SEPERATE LE, =16%0 AREAS ON THE
SITE /M THE
raEA/ERAG ARE,4 Olt' AME RWO,R�SED CEACH F 9.�
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY SHOWN FlEREGYV V
THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER G �� J F• w
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE �P`' v �_ J� /9�g w LLI L
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND N/AS PA O, RCE 29577 DATE z C�
DISPOSED OF. THE TOE AND TOP,OF ALL SLOPES SHALL BE s VICINITY MAP (D 0
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
NO SCALE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT. S Ms "' WP BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. w <
C
GRADING PLAN FOR:
DESCRIPTION: DISK ON TOP OFCONC.WALL PLANS PREPARED UNDER SUPERVISION OF RECOM EN A ( Y A h o * y ) LOCATION 68
' SOUT INT. N A OF EL DATE : 7 7 I9S BY: ' � ` BY: dam-' S I M M RESIDENCE 4212- G
CAM IN0 REAL a LOS MORROS HORIZONTAL y
C �.� R.C.E. NO.: 29577 DATE: � - ( 2 'Q � DATE: �'` 7 � � ( A.P. N. 262-061-730262-061-74
ELEVATION: 112.006 VERTICAL NA k� l((O lq5 YNE PASCO 3 -31 -99 WORK PROJECT N0. 95 -041 MIN / El
SHEET 1 OF 2
DATUM: M.S.L. DATE EXP.
PE 62
141970
\ \� WE HAdE PERFORMED A 1 /A15PECT /0N OF 71715 517
\ AA/0 FOUND THAT A/HIGE THE GRADING AND (fox smela
UlE2E NOT PEPFOKMEaO 944CT4Y AS L7EPlCTEO 11EREOA4
J J THE 4.PA0l�t/G ANO 4:W,41NAGE TFIAT R/E'FE
I BUILT AllGL F4 /N ACCO,L,0WAIC6 G4IITH 6000
/ I ENG /A/EE.C' /BUG P,2ACTlCE. �
/ PLEA$E NOTE THAT THESE ARE 3 SEPTIC r4AIAS WVO 2
SEPFie,4TE LEACH FIELD APE145 0A1 rH,E S/TE IAI THE CCA16441-
fD / A.PEA OF THE �PG�Q5E0 Ze" F/ELO .4A'64 SHOA/N 116eE0A1 O
P^
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u°i / k/AyNE Pfl CD..eCE 29577 GJ9lS � 3
/NST L R/ -RAP EN 7,
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S A777 PER RS - 040
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663
/ rM4 174 R JUV 24, \ � '� _,' / / / / 1't�tN. SECTION A -A w U N
70. .. / ZOQ
TYPICAL EARTHEN O r m CD
SWALE • NO SCALE Z 3 0
O.5 W 2 Z to
Z N
Q i / / / / 22' WIDE SEiVER EASEMENT U
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x\ Q ^
OG F P / PER 000. REC0ROE0 12-31-75 O 9 ��, Q m O
>> X 0 5 S E• / �
0 '( �� SAND BAGS PLA2'ED / AS. FIR 75 370846. Q � C 16 , cn..
0
23' SEWER EASEMENT RECORDED P
5-14-74f,4.6 FIR 74-/26169 FILL BERM a_ Q ROFESS /g,�
j N / RECORDED 4-/3-72 A5 F/LE 4 � yN F A
9/542. TYPICAL AT TOP S7RI/L'Tl1RAL S a`' �4, Q
/ OF ALL FILL SLOPES SUB BASE PER 9014S ENGINEER.
� ��� 253•!0 / NO SCALE
/ X31. I � "E SECTION B No. 2957€ -
WU)� I / / DRIVEWAY 3 -3t-9� • z
�. U) z
NO SCALE C /VI`° ®�` (n
LL p0 d OF CA�`F� LLJ W
i 0 o� � Z
r-� o I:
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Ms w CHE APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING N Q
D WP
OLL C. 2.2 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A GRADING PLAN FOR:
am
SEE SHEET N0. 1 HORIZONTAL 1 =50' � � DATE : BY: h BY: S I M M RESIDENCE 4212
- G
VERTICAL R.C.E. NO.: 29577 DATE: �-/Z -9 DATE: ( A.P.N. 262- 061-73 8 26?--061-74 SHEET 2 OF
2
NA AYNE PASCO �
EXP. 3 -31 -99 WORK PROJECT NO. 95 -041 MIN /EIA
PE 6