1997-5367 G (Plans) GRADING NOTES: NOTIFICATIONS. LEUCADIA BLVD. LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP 14121 LEGEND :_
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
EXISTING CONTOURS � `270 -A--- p
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO o
PROJECT A.P.N.: 256 - 231 -25 EXISTING ELEVATIONS (272.2)
WL
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO REGIONAL STANDARD THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
w a iIj S17F SITE ADDRESS 869 EUGENIE AVE. PROPOSED CONTOURS 270 -
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE ON THESE PLANS. HOWEVER, THE CONTRACTOR 1S REQUIRED TO TAKE DUE ¢ >
¢ PROPOSED ELEVATIONS 272.2
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES Zo a OWNER/PERMITTEE
MR. THOMAS LITER & MS. DIANE DENEEN PAD ELEVATION P -272.2
LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT X TOP OF GRATE TG
2. THE SOILS REPORT TITLED "REPORT OF LIMITED SOIL INVESTIGATION- UTER/DEENEN THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
z "' w ESTIMATED QUANTITIES:
RESIDENTIAL SITE PREPARED BY CW LAMONTE COMPANY, DATED: 11120197, SHALL EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND N071FICATION OF
FINISHED GRADE FG
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN COMMENCEMENT OF WORK. SIDONIA ST.
FINISHED SURFACE FS
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID CUT. 240 C.Y.*
FINISHED FLOOR FF
REPORT. A. SEWER - LCWD (760) 753 - 0155 VICINITY MAP
FILL: 240 C.Y.* GARAGE FINISHED FLOOR GFF
NO SCALE FLOW LINE FL
3. APPROVAL OF THIS PLAN DOES NOT CONS777UTE APPROVAL OF SIZES, LOCATION AND B. WATER - SDWD (760) 753 -6466 * EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES ONLY HIGH POINT HP
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF- (CALCULATED ON A THEORETICAL BASIS). ACTUAL QUANTITIES
MAY VARY DUE TO DEEPENED FOOTING DF
WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. GAS & ELECTRIC - (800) 422 -4133 R SHRINKAGE OR SWELL
FACTORS.
CONJUNCTION WITH IMPROVEMENT PLANS 10' MIN. EXISTING PROPERTY LINES ---
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. D. TELEPHONE - (800) 422 -4133 E ENVIRONMENTAL NOTES:
PROJECT BOUNDARY
3' EASEMENT LINE
E. CABLE TV - (800) 422 -4133 MIN. ELEV. IS EQUAL TO OR GREATER 1 THE STEEPEST EXISTING SLOPE IN THE GRADED AREA
IS 50% CUT /FILL LINE C./F
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 6" MIN. THAN BLDG. PAD ELEV. UNLESS
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SHOWN
OTHERWISE. PROPOSED DRAINAGE SWALE
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.6 FEET AND
THE MAXIMUM HEIGHT OF FILL
BEGINNING ANY WORK ON THIS PROJECT. PHONE. • (760) 633 -2770. !S 4.3 FEET. RETAINING WALL
GRADING. DEEPENED PAD ELEV. FILL SLOPES 2:1 MAX:
3. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: FOOTING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHEN 3. A. AVERAGE DEPTH OF CUT = VOLUME OF CUT
(C.F.) AREA OF CUT (S. F.) = 1.0 FEET. CUT SLOPES 2: 1 MAX- v ��
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE REQUIRED
" `�'7 4" & 6" PVC STORM DRAIN {SDR - 35)
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
SUBJECT TO REJECTION AND REMOVAL. 12 MIN. 2% MIN. 1 / B. AVERAGE DEPTH OF FILL = VOLUME OF FILL (C.F.) /
AREA OF FILL (S.F.) = 1.0 FEET. 4" AREA DRAIN W 14" SQ. GRATE (NDS 01)
21 % MAX.
Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SECTION " A -
A
�� GRAVEL BAGS (2 HIGH) 00000
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL EROSION CONTROL NOTES: NO SCALE
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 70M LITER AT (619) 534 -0207.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
I
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ALL 71MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE 1
STOCKPILED ON SI7E AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROP. 20' W►R°
SAI'T I NOTE. ALL EXIST. IMPROV. S TO BE PROTECTED
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY ENGINEER, CITY INSPECTOR, I RESE VA77ON To yo I z _ r
IN PLACE UNLESS SHOWN OTHERWISE ON THIS
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
I '' I v,- J r � J - T NGI NEE D NOTI CO
ANY TION.
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN APPROVAL OF THE ENGINEERING INSPECTOR. I - -- -SEE LETTER
OF PE ION
r) r✓
PLAN.
ADVANCE BY CALLING (760) 633 -2770.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING LL TO GRADE BY. N
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ORDER TO THE SAIISFAC77ON OF THE CITY ENGINEER AFTER EACH RUNOFF PRODUCING I
I X. 1 TIRE (T •) DATED. 7 \�� /\ J\ J
� J J J J
CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RAINFALL. I OR GRADI r
t
F
ROUTE. THE ' ,.. -.
FOR THE PROPOSED HAUL h
RECEIVE APPROVAL FROM THE CITY ENGINE �' '1 N r'
h ct
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY SCALE.
>, 1 1 V tiL '� ,D N' p 'o ,�" A SEE S ION "A -A" A904 { �'
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR `�
- - - - - _ EX. WOOD FENCE _ _ - _ - - - -
_-
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. �-- - -' --- - - - _ - - . 70 BE RELOCATED,-
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO I I w I ` k�- �' : Qm�T 89
°41 '33"W
6 " 144.
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 6. THE CONTRACTOR SHALL 8E RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
p LF. _ _ m
CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A �`
`
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING HAZARDOUS CONDITION. L I I' i TG VCS Y 50
_ �' 1 V)
PLANOR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE M!N w F
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
i d W J l a� Q W 2'V 0.2 aso 0 � `_ S
SHALL BE INCOPORATED HEREON. 3 J
SUCH GRADING OPERATION. ; I O_; _ , _ _ - _ a _ _ _ s _ `�
2
> a . B , -� -
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR '
It I PER
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE R 248.8 ° ;t I 39.8
UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVA7ION PLACEMENT OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. I M N0. 35 I
O FS 0 `y
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE I w O I N
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
! 10' I ; X 0 O .- a ° . ti r7 al
ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
It E 4121 h$F5 A a + d 0 I
THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION, AND PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
�-' w d ti ' 0 `OI
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOT I
w ? UT, PV 250.0 o F� k v ° w I ry T ss
THEIR INTENDED USE. 10, SHOULD GERMINATION OF HYDRODEEDED SLOPES FAIL TO PROVIDE EFFEVTIVE I 4 P- h
C)
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES E I 0 MIN. I FF- ti 4 I
I
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH
; C co 2505 25 Q o I I 25' REAP S \
POSTIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
a 9 d cS 9 a a
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE CALIFORNIA DEPARTMENT OF CONSERVATION. S LA T. d t I
Z a fc$' FS v 2S� �t q a X, TR E TO N f C I
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY SERVILE 4 � 4 ° `S 9 Z �BE RE OVED���
N h� I CSI I
GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL P R DWG. d a
MEASURES HAVE BEEN INSTALLED. SOILS ENGINEERS CERTIFICATE;
I C.W. LAMONT, A REGISTERED v 248 6 t 8 °
14. ALL AREAS TO BE FILLED SAHLL BE PREPARED TO BE FILLED AND FILL SHALL BE CIVIL ENGINEER /N THE STATE OF CALIFORNIA, I
° z 5 I 20'
PLACED IN ACCORDANCE W47H STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL C PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY P- 250.5
CONDITIONS PREVALENT WITHIN I // , '�� °5 p 4 y I N
AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE I �/ F ° FF - 251.0 N
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 11197 AND 12/97
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS I �t
STUDY, WITH MY
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL N I rF1'6 �� �' O a a (
j �Q $ j 253.7 TW
BE SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER,
I ; ti NP I •-
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER VE FURTHERMORE, I HA REVIEWED THESE 24
N I E ® 4TG ,, ci �-
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. GRADING PLANS AND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS Psr
I W �• ° G�R 247• r r�� a
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 5 G / J `! ° ONST.
EYSTONE RET. WALL
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SPECIFICATIONS. I 3 r k P `
PvC O R - FR R STD_. MANUAL W �1
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR EXCAVATIONS � � 40 9 FL " �� l Ai
AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE �lesi j I CURB GORE �- / ° 6
PVC
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, SIGNED:
a t �� I I k : g / 4 PV I r 1% MIN 5 I 10 1
25241 `° Jc yr 1 241 • / 1 % MIN ^ (TYP.)
R.C.E. NO.: I 1
ROOTS AND OTHERWASTE MATTER EXPOSED OR EXCAVATtON/EMBANKMENT SLOPES 4 �, I W I { B , GE (TYP.) wI mss
WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE 12 -31 -97 oc N o-C25,24 1 m) D I I ' C ST. EYSTONE
RET. ALL _ `} w w 4: .9
TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING EXP. DATE: �Z _ 31.0 as 1 I ' ( N
N `t• cal I / U- v ! L
ORDINANCE I Z i P RC STD. MANUAL
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Lo
CIVIC S I F . R . 6' WALLS 248.4 ', ?I � A I
p > ti FS t al p
16. ALL TREES, BRUSH, GRASS, AND 07HER OBJECTIONABLE MATERIAL SHALL BE DECLARATION OF RESPONSIBLE CHARGE. OF CAFE I i ;, \'` 241.0
' 25 ' 5 9. 0 �I U I OTG
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SI7E BY THE CONTRACTOR SO Q I I N 0 I S
! HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1 HA1/� `\ H= 1 P_ Ci
29 $ I I �sS 25
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED K17H A NEAT AND FINISHED
�. h ,� 2q9• v
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN 0
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL I W ° GFF -2 I ° o-
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS _ 3q I �' j �a/ 2
r I ! L
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE I . ,� ° O �!
CONSISTENT WITH CURRENT STANDARDS. I z EX. S p v I co 5' O 25 I t ; L'�-'
DISPOSAL OF ANY SUCH MATERIAL. �' cP h f S I
I LL.I �
LANDSCAPING NOTES: I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE I tat A ° C F o 4i
CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS � e A� Se o ^}
L
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS ENGINEER OF WORK, OF MY RESPONSI LUTES FOR PROJECT DESIGN. PR FESSI
Q1(y � � A ' -.a I a ?� r t o co�
APPROVED BY THE CITY ENGINEER. PPLANS SHALL CONFORM TO THE CITY OF
ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION G /�/ `" 9-/C -98 i
STANDARDS. BY. DATE: Q� c� _ �` -- y I EX. S LA 1. TO o
MARK A. BRENCICK, R.C.E. NO. 48,153 (3 7; r�i I R- I BE PROTECTED - w
3914 MURPHY CYN. RD., STE. A -135 w m I - - - - - - - - a
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO SAN DIEGO CA 92126 (619) 560 -6556 w NO. 48153 A o
_2�� 3 o I IN PLACE Ac w
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN EXP. 6/30/00 > I ` `� `, 8 °5'6 N �'
Z H ` N 1 ' m
OCTOBER 1 AND APRIL 15. OWNERS CERTIFICATE' �, Q I o 33 CONST. f\PANSIO N I Y i
k o
C i I a 1' Q I JOINT AT CONN. �,1 N
OF CA4�F s EX. CONC. I 1.41- 00
V
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR 9 TF pE�' I g w I I ECONS RUCT AS V
I BTW PROP. `. & EX. D/W I !': [ I
Underground Service Alert WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE I 2 I NEC SSARY OR SM
0 H ANS. ¢I (12 1
v1 M w I 4 CONC. DWY S }
COMP AND ABILITY OF THE SITE. ¢ r c9 15 %
I
�` I 2 ^ w 1
Call TOLL FREE � e� LML�
SIGNATURES �1--- 2 1 1.5:1 GUT SLOP » °
w 59 21 E 14 4.20
1 -800 MR. 1HOMAS LITER AND MS DIANE DENEEN a I fX. F.H. TO BE ADJUSTED TO As BU ENGIM
mum o I I G t: B� SDW9 ,4 T- i9 WNER'S XPENSE �('' 1
315 SOUTH COAST HWY. 101, STE 257 > o I J J ' ) ( I °
422 -4135 a I t �
C O N U L T I N 6 ENCINITAS CA 92024 U I i I
RLANN/NG•E GINEfRING•SUR�fYYNG NOTE: ALL UTILITIES SERVICING THIS ,
TWO WORKING DAYS BEFORE YOU DIG 5974 WR7HY CYN. RD., 9) 5 SITE ARE TO BE UNDERGOUNDED. I w ¢ I I i
5aN mEGQ ca sziz3, (679)550.6-6556 1 p � I '� t j\ /I A I�') I\ �-„ J J3 � r) r) 14 RK
4. BRENCICK RCE 48153 EXP DATE:
ENCINITAS SAN I TAT I ON DISTRICT SAN D I EGU I TO WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT NOTE: OWNER TO OBTAIN A CONSTRUCTION PERMIT
FROM I I ` $ J J F r J \J (j ( 1 ,) J / / 0 10' 20 1 30'. 40 50 x
THE ENGINEERING DEPT. AT LEAST 48 HOURS PRIOR TO EX. 60' R/W P MAP NO. 38
REVIEWED BY: REVIEWED BY: REVIEWED BY: WORKING IN PUBLIC RIGHT-OF-WAY. FAILURE TO DO SO I I
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND I o
2�• ---� T- /3- 9' ` t_ Z44v, B)Wg8 O�`Q 8- � 3 � 9 $ DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE I
SCALE.• 1" = 10'
DATE DATE DATE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. I - - - - - - - _ o
VALID FOR TWO YEARS FROM DATE OF SIGNATURE
REVISIONS APP'D DATE REFERENCES DATE BENCH MARK