1996-5154 G (Plans) GRADING NOTES N077FICAT70NS
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES LEGEND ENVIRONMENTAL
NOTES:
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A LEGAL DE3CRIP110N
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE S. D. R. S . D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 1 . THE STEEPEST EXISTING
SLOPE IN THE GRADED AREA IS MANMADE P1JD 3E'/.v SW'/4 8E'/4 S'E%4 OF 9ECT ION S, TOWN9H/P 13 S', !?giUGE 3 W
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR (EXCLUDING AND EXISTING
MAN MADE SLOPES) . W/TN 2=1 SLOPES S'B.M., /N L /7Y OF ENLI/N/TA9, e ONTy Oz- '5W 916- , STATE OF OA.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN S . D. R. S. D.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: ITEM NO. SYMBOL 2 . THE MAXIMUM VERTICAL
DEPTH OF CUT IS 6//L' AND T E MAXI�UM A.P.N.: PE.4 P.9iPCEG M,9P NO. 66c� 7/
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY VERTICAL HEIGHT OF FILL 7'/i' 2 6
4 - 232 - 18
2. THE SOILS REPORT TITLED A PRELIMINARY S'0/LS /PEJ'O.PT MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES PROJECT BOUNDARY �� � �
g q . ) AVERAGE DEPTH = VOLUME OF CUT (C . F. ) -39,150 _ /.� ' St7ErgDDRES$
FOR COLE RESIDENCE 3537 D0VEf10LLOW RD. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR ' S Z5G96 �
PREPAF.,D , - �'DUTH C°DAS'T CIVIL ENCr/NEER/N0 INC. RESPONSIBILITY TO CONTACT THE FOLLOWING _ EXISTING PROPERTY LINES - _ OF
CUT AREA OF CUT (S. F. ) 3537 DO!/E HOLLOW RD.
DATE 6 26 97. SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, SAID
FOR VERIFICATION AND - 350; B• ) AVERAGE DEPTH = VOLUME OF FILL (C . F. ) �165'D : 3- V ' ENCINITAS,
e,4. 92d2¢
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN EXISTING CONTOURS OF FILL AREA OF FILL (S. F .
) 0 OWNER/PERMTTTEE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
CONTAINED IN SAID REPORT. WORK' PROPOSED GRADING LIMIT LINE I II 3 NE L'ER
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF q SEWERS - LEUCADIA 753-0155 PROPOSED CONTOURS ADOiT/OU4L S/TE
/'Zq 1 ,,t/oTES : 7105 TACOUELENE 6-'T.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF COUNTY& WATER DISTRICT 370 !S GclOI2C rckanOSEO !�! THE E�GNT of alas
? A/o. ENC/N/TA4, L',q 92024 PH.' (76p� 632-097
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE B. GAS & ELECTRIC - (800) 422-4133 PROPOSED SPOT ELEVATIONS 352' ALL 6/OPK
$HALL GEPfORMED ro 7NE C/TYOF Et/C/V/TI'S ESTIMATED QUANTITIES
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C . WATER - SDWD 633-2848. PROPOSED GRAVEL BAGS o STAA/oAPOs
CONJUNCTION WITH IMPROVEMENT PLANS. rF k/oPK /s �EP�oPVEO /v CUT 1,450 C. Y. )(
4 . WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE D. TELEPHONE - (800) 422-4133 CONrPgCTO� 511.411 03r,41A/
4 PE,pMIT fOP AoPK PP/OP
PROPOSED 2: 1 FILL SLOPE 70 COb1MEt/C1 C, a/o k-, FILL 2,950 C. Y. *
GRADING. E. CABLE TV - lILL 67"0401A' fINO P/6NT OF-k/•9Y A/O?K SHAL1 � SUBTECT
(800) 422-4133 PROPOSED 2: 1 CUT SLOPE TO /AISFECI-10AI 0� 1-1-1E -A1,jNEER1Wa ZJERT EXPORT � C. Y.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2 . CONTRACTOR SHALL NOTIFY THE CITY ENGINEER ' S OFFICE 48
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT . PROPOSED DRAINAGE SWALE I
MPORT 1,500 L.Y. NON-EXPf/NS/{/E �i9P
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (619) 633-2770. -� - --"' * EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. RIP RAP PER D- 40 ONLY. (CALCULATED ON A THEORETICAL
BASIS. ACTUAL
3 . THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BROW DITCH D-7S, 7XPEB GEUE,PFJL Ct9t r� eTOE� s<1/1LL
rEejFy rhE QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (619) 633-2770 . ALL WORK PERFORMED RETf1/NINCWALL_ PEI?
�!r/r o� CoNc/ECt/Ot OFAL1 UT/LIT/E$ AVO IT /� THE RESPCLI/S/B/L/Ty OF THE " Ca�VrPACTOR ro t/EP/Fy
BENCH MARK WHICH LS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO Tf1E SIZE AUDOTHEPS�EC/F/CATIONS
w/T ALL gUANT/T/ES FOR PURPOSES OF H/9/HE/� 6/D.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL . THE C/l/G1TYCrjyPy�/y PP/0/r Tp CoMMEUC/t/6-
I
OR A LICENSED LAND SURVEYOR. 01 STORM DPA/N PEP D-�D COA15r
7 . Cr/dV ct
W,
THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL /CEID fAMPTER 222 W19LL� 2'M/N A.C. OR/t/E 9Y
Z 2 'M/N pNOUL�e
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEER'SCERTWMATF Z` l SLOPE A.C. P9y/yG PEP SECT/oN a a" Z/
Z/ WIDTH �
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND EX/STING 100 PRIVATE RDA° 12 pP/yEk/AYTOBEZ'AC. ON
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RfIQCEL Z df/"IhP 10 ® EASEMENT PER DOC. n� /:z REGULATIONS.
I. 1iUSS�ZL BEIiGCNER A REGISTERED CIVIL ENGINEER IN THE STATE OF H540A14LG/END;I qZ6 PE.0 IJ3Z �� NO. ���/ � 6-da
5'-094.'E pIZ- �
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL F/P 75- 1 78 96 7 PATE 7-!/-75. /
OFNAT!✓ESUB 'G'90E
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
BOTH 7043L4 C°OMPAC7e.D
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY GRATED 11VLET
/ZX/Z' NE 114 SW 114 SE '/e SE'/9 „ M/iY//7UM OF 9S/ 3
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A . M. DIRECTION BETWEEN THE DATES 5-20-97 AND G-Z6-77 ONE COMPLETE j/p/�
/ �•vs67r -y-
RECOMMENDATIONS. z
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. COPY OF THE SOILS REPORT .COMPILED FROM THIS STUDY, WITH MY EARTHEN l�POW DITCH ,
NO fG'/p�� 3001
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER, ALONG WITH UPDATE LETTER DATED A//A FURTHERMORE, I 3
50}x- 328. 9&'O Jf -
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE THESE THENSOILS REPORTYFORATHISEPROJECT HAVE N 8 7° 2e 58- 6-
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED, IN THE GRADING PLANS AND SPECIFICAT �-
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING �, TO?OGRAPHY ay: t1.5.�. "� 6:.S, �-
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: , hr ~) /G' A•C D2/vEWAS Z
ADVANCE BY CALLING (619) 633-2770. 2 MIN
DRYLIGH T
10. PRIOR TO HAULING DIRT OR CONSTRUCTLON_.MATERIALS TO ANY RCE No. : 446-41 tKF q" y.0 BEPM
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 3-3/-98 O
�� '
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE EXP. DATE:
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER K i�2 l JZ" SE s rioN
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE y A Foe S7PU ?vRAG
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING DECLARATION OFRESPONSIBLECHARGE �3 " e° E�+TION
"B. s..
OPERATION. �o a o 340 D $CAL-
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. 1E !1� rE C'ONTDUR CUT
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THEBLELL
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL
PROVIDED STATING: 'THE GRADING UNDER PERMIT N0. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS R°NeH RDA «RaRD _
338
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. "�
/G ' AL'. DeivEG✓ I Z• y/V
� � ApC� M ri � ' Z/ z" �
5/54 -G' HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS ` Ro 33 .0 6
_ '
GORTUN AO �02 .., ...,,-..,
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY Al _ DES NOT Nc
/ /
THE ATTACHED AS-GRADED PLAN" . THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILIT�f' L OJECT �O
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. 9F7AIeOF ND ` $� 4"X-C- SEfSF�T/
N 3 TLS �6E ' Gjc
WHO CERTIFIES SUCH GRADING OPERATION. , � � �4
3 MATCH EX/ T A.C'. 33 �� /ti STPUC UXA� 3
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: � -1���s--s.- 1x20-97 ��' � �T 0
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE 6eNER DATE N� 5pef jv ^ 355 A�c� `
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS R.C.E 4464) t W '3i g �3
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL a � Y3t �6 p SCiD
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE / TALL sTQAlG1lT /NS7ACL s'xs' MA Of
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWNERSCERTFMATE: GCj Q EADI� LL PER
��' �WV @Ar � � ly }ate 1� � 3'� k
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 5C %✓y 39 NO Z R/P RHP (/ o' Ty/Cy) p�
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT coNe Z1 D 3Z TYPE B
? ay�y Ro R•C i PE2 -40 TYPE O t�
IN HIS OPINION, ALL EMBAN MENTS AND EXCAVATIONS WERE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR `� e2 `� ►
Z 1 190 F/-fo F R/L
3zs.o
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE c C�^T/N o ,
BERM F FILL pE ^1• w
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION / STALL /a'x/B C�'A>fDIAlkE7
N (�
EC 3
ARE SUITABLE FOR THEIR INTENDED USE. AND STABILITY OF THE SITE . �? vORrE Q QZ.3 SE. =y3a8 tf o` P
338
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED �� SITE PLAN NOTES '�' NSrA� Zo.3
c °L
,
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING C-� �''�. Caw 3g0
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 1) THE GRADE OF THE EARTH SHALL BE FINISHED SO THAT THE GRADE ,
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SIGNATURE SLOPES AWAY FROM THE EDGE OF THE BUILDING AT A MINIMUM 2%
�� �2p1P 8
SITE AND SHALL TAKE REMEDIAL iVEASURES TO PREVENT EROSION .STEIN e704,5 FOR A MINIMUM DISTANCE of 5 . SWALES SHALL HAVE A MINIMUM
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 7(0 5 JfIC'gUELENE CT. SLOPE of 1% AS SHOWN ON THE 'CANS. A'C
'
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN S Z: / Z \• 34 . GZ� ��Y
INSTALLED. ENCINITAS, C'A 92024 2) PRIOR TO THE CONTRACTOR REQUESTING A BUILDING INSPECTION
�y l�
14 . ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EROSION CONTROL WRITING THAT, 1 . THE BUILDING PAD WAS PREPARED IN ICIAL
IN /HS
(760) 632- 9697 THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFF T LL 121x25 'MAT of // TON F m
ACCORDANCE WITH THE SOILS REPORT. 2. THE UTILITY TRENCHES TY1Ck9 PE p-yp 3 .o �J N
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. 3. THE V PE z ON M/2f/Fi
J o F/GTE2 -
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 1 • IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FOUNDATION EXCAVATIONS, THE SOILS
EXPANSIVE CHARACTRISTICS vs ALL J' �q3�1
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE STEIN "COLE PH.' (760) 63Z- 9697 AND THE BEARING CAPACITY OF THE SOILS CONFORM TO
THE o� F�B�/C' �� r+/ /tEAer//EN DEevev auvoa ov p
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL INSTALL ST 3 Z P To Mw NTd/N
REQUIREMENTS SET FORTH IN THE SOILS REPORT. d64M(rYP „
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ENOI✓AL/IPER p-32 �/ DETAL '9' r
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 3) THE GENERAL CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING / -
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 LE AT ALL TIMES DURING THE RAINY SEASON. ALL rsRADES AND THE SIZE AND THE LOCATION
OF THE BUILDING PAD TYPE B.
AVAILABLE YY O /}' C ` L nN = pp,9iv TYO)I�.
RM z�° sso.o
PERCENT. IT SHALL BE THE CONTRACTOR ' S RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT RIUR TO SUBMITTING A BID FOR
THE WORK. / Z GB3 /E FIL L'/°M� � '•oaw o 4
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 4) THE GENERAL CONTRACTOR SHALL HAVE
THE PROPERTY CORNERS
ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN I5 IMMINENT . AND i._ BUILDING EXTERIOR CORNERS LOCATED BY A SURVEYOR 1
{ 3 " '� /z°'ir• ' :1 v �•
THE F .TFTEO/ LET r
PRIOR TO THE COMMENCEMENT OF THE WORK. 3. E_ C OUSE C T o
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3• DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED _
F'.3�B.Z �Op� �O
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 5) PROVIDE POSITIVE DRAINAGE AWAY FROM THE
BUILDING AND ( \ 4
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PREVENT PUDDLING ON UPHILL SIDE OF THE BUILDING. PROPOSED «`
D=36-7 5 > I v
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 4 • THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES S'EP
6) EAVES OVER WINDOWS SHALL BE NOT LESS THAN 30'
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER FROM THE SIDE F/L
�° 7��® 3 75;
AND REAR PROPERTY LINES. PROJECTIONS, INCLUDING EAVES, SHALL AREA ,
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL . EX/ST/N6 3 �'9
.6-,L ' o �"�
EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 6�. `�
BE ONE HOUR FIRE RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF 2, - GA 5'GAB � �yt � �
LIAI3LE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED NONCOMBUSTIBLE MATERIAL IF THEY PROJECT INTO THE 36' BARN til�
_ ° _� �3� !/RADE 36�,a
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SETBACK AREA FROM THE PROPERTY LINE. EXTERIOR STAIRCASES I p'
FILL FF 63.0 I'RD= Z.S HP
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO SHALL NOT PROJECT INTO THE
36' SETBACK FROM THE PROPERTY ti
ACCORDANCE WITH THE GRADING ORDINANCE. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES LINES. (v yo. gsT s6a
WHICH MAY ARISE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MA-ERIAL G
7) BUILDING NUMBERS SHALL BE EASILY SEEN FROM -HE STREET. ALL - r c.�) .9` 97 a). . ? ,Zg i
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE REQUIRED PERMITS MUST BE OBTAINED
FROM THE FIRE PREVENTION /�- �- �T-- �- N�"�s tti ' ,°�o N
THE SITE BY THE CONTRACTOR 50 AS TO LEAVE THE AREAS THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO BUREAU BEFORE THE BUILDING IS OCCUPIED.
EX/ST A. G' QR�VEWfJ �9`: 3 mss/ p &s 6q• �V�.�
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREAS WHEN IMPOUNDEQ WATERS CREATE A HAZARDOUS CONDITION. 8) APPROVED GALVANIC SHALL BE INSTALLED
BETWEEN ALL L I V N
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF MIS OF EX/S T. C. O/W _
JE3RIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 7 • ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED DISSIMILAR METALS IN CONTACT.
/5 TO BE REMOVED \�'
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL . GRADING PLAN SHALL BE INCORPORATED HEREON. 9) THE GENERAL CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND AR -
ELEVATIONS PRIOR TO COMMENCING WITH CONSTRUCTION AND 327. 6 4' ti 0/ w o Q Q
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY - - NB7° 29'
"
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DISCREPANCIES. o� Q
LANDSCAPING DAY. 10) NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE EX/ST IZ' W/ E SO.G. E. EASEM NT
\ PwC+�� �4^� �`q 1 oi
OVER STANDARD NOTES IN CASE OF CONFLICT. WHERE NO _ REC. /Z/ZB/53 B/(. 5919 '0.57/OFD.e. Q� b W 6
�. - ��
1 . ALL :)LOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
�n�\vti�0 �� ^!� V Q
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN CONSTRUCTION DETAILS ARE SHOWN
OR NOTED FOR ANY PART OF J J l
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) . SILT THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR
�0<O
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND JyiJa � J JJJ J ® h LjLj r<
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS . AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL . WORK SHOWN ON THE DRAWINGS.
ENCIWED FIRE PROTECTION COUNTY 1-16;f6 711 DEPT. wvf*1,/l/NMUNIG/PAL WATER v1sr.P/e " d[� e /f// u '
OM�
2 . FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REVIEWED BY: