1999-6019 G (Plans)QRADM NOTES' \ 11OT*7C47 0113 NISH /.
DATE: SWELL BLASTING PUMIT SILL e � S4r
AINOTM, �i+� tirl Y rlrY
t. ALL t U01VE IN ItCCOAIaE'E KITH tHESE PLANS, ul 1 THE EXISTENCE AND LOCATION OF UPr� _ii �r+ UTILI -TY PIPES S.O. R. S.D. `� SAP? DIEGO RE: OFiAI STANDARD DRAWINGS i. THE STEEPES1 EXISTING SLOPE t-4 THE GRADED AREA IS wvttALL MANMADE) PARCEL 1 OF P.M 47 �� r coNfdOlt
AO
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A _ - (EXCLUDING ANA EXISTING MAN FADE SLOPES). viDlP1�Al
CONSTRUCTION. DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS: TO THE BEST rF OUR ,� S.O.R.S.D. A.P•A�.
CITY OF ENCINITAS AND THE`SAN DIEGO AREA REGIONAL : KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN )ITEM _ - N0. SYlR80L 2• THE MAXIMUM VERTICAL DEPTH C= CUT IS sue,_ AND THE MAXIMUM 264- 451- i2
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: -
_ VERTICAL HEIGHT OF FILL 9
OR IS REQUIRED TO TARE O�JE fffT. I ,�ifiVrA
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY _ �.
\ PREOpUR
REQUEST FOR INSPECTION. THE CONTRACT 'PROJECT ECT BOUNDARY -_ � � 3 A .) AVERAGE DEPTH -= VOLUME OF CUT tC. F,) _
MEASURES TO PROTECT ANY EXISTING UT" - IES 0 S CT URES _ r:•��
2. THE SOILS REPORT TITLED I 'IIJVi'IiCY ,S�IL.S.Pf/rl�PT,PED ,� LOCATED AT THE WORK SITE IT IS THt CONTRACTOR'S
E _ XISTING PROPERTY LINES OF CUT AREA OF CUT (S. F.) LONE DOV UV.
FOR: ly�cGTEGO,e . /NC ���P��f�iYC� A V/ -149 DC/1/ENNAIAI RESPONSIBILITY TO CONTACT THE FOLLOWING _ B•) AVERAGE DEPTH = `VOLUME OF FILL (C. F.) = fi f'l• f
PREPARED BY SOU L!s! T 6V . eb OWNERS OF SAID UTILITIES OR EXISTING CONTOURS -- - OF FILL AREA. OF FILL (S.F.) O •�CryNrrr rte:
SHALL BE CONSIDERED AS A VAUCTURES PRICA TO ANY EXCAVATION, FOR VERIFICATION AND - _ SCOTT MAC GRECdR
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF �SE��AOtNG LIMIT LOVE �"�� F 1 � �� 2" 9 VANCJVVEX S/xa ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: ,,,� r CONTAINED IN SAID REPORT. _. _ • u . a;g ;, ,0 � r «. y L , ,� , ,,; PROPOSED CONTOURS - .•» , »« „r , 9 Zlbd �?l0�► 720 - D�Z� N. T. S.
A. WERS G1Pfllff (756) 633 - 270 3 �5T1 tTEd r r ors
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF - SANIT'171 Af
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF 8. _ -GAS G ELECTRIC - �DGT800) 422 -4133 - PROPOSED SPOT ELEVATIONS 1LDtS CUT ?, 400 C. Y.
IMPROVEMENTS WITHIN STREET RIGHT -OF -NAYS. SEPARATE PROPOSED GRAVEL BAGS /� FILL 2.950 C. Y.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. MATER - QM.N.D. !7601 751 -6466 - �x>�oRr -
•
CONJUNCTION WITH IMPROVEMENT PLANS. - -
- -
0. TELEPHONE -Ifl M W1L MOO) 40-34*1 = - PROPOSED 2: 1 FILL SLOPE 2 / F j IMPORT � C. y
2.3' tJ'17D�PI UADM'ff�f
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE _ 9S� C•y
-�- • •' • • •- .� • ._..._ S' � REMD SAL 950 C.Y. t. s • �MOYAe lw��e l�ousf : s
GRADING. - � - E. CABLE TV - _ (800) 422 - =_ PROPOSED 2:1 CUT SLOPE �2.•1 cur Y� :j � •
_ 3• : ,' - 3 = '• : , , d RN EASEMENT FOR PR/VA7F RD. Al 5hVlJN AV )Vp /3PDg
5 f
. CONTRACTOR SHALL TAKE ANY hr- Lt5�ARY PRECAUTIONS REQ 2
UIRED _ . CONTRACTOR SHALL NOTIFY - -THE CITY ENGINEER'S OFFICE -48 _ PROPOSED DRAINAGE SCALE • -•
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. _ HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. • '' ` ZO Ap E n N1Rf'dSfS 1a R!C/F1C CELL 6Y 171f 1O.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. _ _� RE7711I kWt 1Lt RS.D. C -6 = - r E 1995 -�SdS D ��P
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING _ - PRIUAT� G PV.0 RREF) DRAl1( SYSTM 0 RN EASEMENT FOR PUBLIC WATER P MMAAIN
v}U�ujC.> 7D OC Mnlr#p
3. T URS HE CONTRACTOR SHALL GIVE 24 HO NOTICE ON CALLS FOR RIP RAP PER D40 77PE Z ® GK/G/N L GWUND AS DED101TED ON MAP 1.IP08. L � 1 '
THE DEVELOPER SHALL BE RESPONSIBLE - THAT ANY MONURENT OA INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED 4» P.KC. PRIVATE STDRIrI D�PA11V Q A N EASEM&ff PV)Z R/&IC ,SELLER PUllT Ia TD C�l1PDIf1 �+Wr� iirii�w 01STRICT
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO AS DEDICATED ON !'19P 13208
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. PC.C. AP/VfLJAY S AN EASEMENT fW U77LITy MdEPGM � 1 W Afro AS
OR A LICENSED LANG SURVEYOR. _ SEWER LATERAL �, �\ ^ ! - S / BY P1Lf NO. 1915-038( -?.0/ jPECOKDED A. 31, 1995 V. t.
SEME fps
P �lD�D /Ni►D 1lTlu�y PA PpSfs �p A Cf/ �/ tt/
Y. THE CONTRACTOR SHALL DESIGN. AN AND MAINTAIN ALL ETAL �, �� � ® DIANE z'ETTEL 9Y FILE
SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE �4,%„ =i 10 W- 'Irrf-r�rC
RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND ROCK - D)SPa ` _ � f
Sf1L DETfIIL O A1V EASI �N / ROAD AND UT/UTy P11ARI9 -�7 As f /LE /Yd. �
FEDERAL SAFETY AND-HEALTH STANDARDS. LAWS AND I, ERGENEI� A REGIS i tr+tu CIVIL ENGINEER IN THE STATE OF �\ ND SCALE Z 1 91- 669 3
REGULATIONS. CAL FORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL \ _` � r e
AGING AND E QUIPMENT OPERATING WITHIN ONE -HALF ! 'MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL i 4.3.0
B. 6R EQUI OPER /2) CONDITIONS PREVALENT WITHIN THIS SITE WAS MAD BY ME OR UNDER MY �.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES :J�Wlrl ANO /��� +� ONE COMPLETE !Z UM /T5 Of RO SAL �. - �
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. • WITH MY IrIumNG S• D.& fir EXISTING 3' SD.D.$E. fAsrp"T
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY NO. 77- FILE �, *O PER 116E N0. 77- 524942 t
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER, FURTHERMORE, I BZ �,■�,� / /
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE \ °`
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. �/ `�' q� 2;� fl�L� - - -
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIGNED: 1V B1!'27• l9 � „^,. - - ljj j
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 6IL ��� ,'� �
B B 35. S
ADVANCE BY CALLING ( 7G O) 633 - 2770. 1
���, £q Q
� • M � � LL ' -�
RCE NO.: 44 ~ �� 1')q •X493.0 /NB r7I Ab tAT r1. o' J19?.
T - J �;
!O. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D-40 TY/EZ 6Y I�f /,09f ffd
a+
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: ,.3 51-0.2 No,C(MIA41 w R DIS �� � f ? �/cc ANT/YE F
D EVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CTU,r'�
1 a C C, 3l3 roe AREA �
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY
r �4 r .� ! �•
Y W L CONDITIONS AND REQUIREMEN T THE
HE
WITH ALL C
•
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING q pFCAl
OPERATION.
N �
I
. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJEC
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
!!. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY. AN AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
PROVIDEDp STATING: "THE GRADING UNDER PERMIT NO. a`
GO/9"(t HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS ��
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT >� G , Qty
THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT U� �e� $ *!4 �
,/`. A'M
DESIGN.
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER -P ,,3
e �• 11�-- - �1• C � � �,
WHO CERTIFIES SUCH GRADING OPERATION.
�� 1�� � - �` - ti ,
12. ALL GRADING SHALL BE OBSERVED AND t'a to BY A Ell1ALIFIED BY: D sECC BE Gf R 641 PR o PA NE
f R -
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE R.CE• 11 �� a BTAINED FROM THE FIRE'i�. TANK , '•� -�`' '•' } �, S A
o >
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS EaP• 3 -3f -OZ rq 4 ` ✓� G'fJ,� , SF. q��, ` o a N
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL r EPT PRIOR TO ANY &ATMG ✓� � 1 f � E . , �1,, �� IR X *�1 1 0 , \ ;
° ,� �!s•1 m �i. • , �s
No. Cdt1 Y CALLING C7G01 633- hJ
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE MO. 33
/ 4!S( �$
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF �I�r•trrr- Exp.011r0
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT I HEREBY CERTIFY A REG15 i tr+tu SOILS ENGINEER OR '� cam ✓� ,3 �' 495.7 V.
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE GEOLOGIST HAS BEEN OR MILL BE RETAINED TO SUPERVISE �CA��F� TT1JN C� STA
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OVER AL
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS RADING ACTI TY AND ADVISE OF THE COMPACTION �^^ cS � IK R/PRRPi K / Z� a
o b.;`
ARE SUITABLE FOR THEIR INTENDED USE. AND STA ITY OF THE TE. N NOTES o
SITE PC A / '" �- cE •� ,<,-
R
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ° THE GRADE OF THE EARTH SHALL BE FYNISHED SO THAT THE ADE / A OR 11 y �/
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING �l !) SLOPES AWAY FROM THE EDGE OF THE BUILDING AT A MINIMUM 2% Y A TTY
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID M T MAC k T FORA MINIMUM DISTANCE of 5 FT. SWALES SHALL HAVE A MINIMUM EXIST NTN901 A R IM Ol( fo TI E o
% AS SHOWN ON THE PLANS
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE '
SLOPE OF 1. / R ROCGCQIITCROPP S �'
�.v � � X►Sf rD -7s• ,'
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION - 1S A/N i M ?0.9 . tY RtC>t'6,.1 METT�cX :. • '
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 2) PRIOR TO THE CONTRACTOR REQUESTING A BUILDIM INSPECTION Q D' HP >�ATED=- I -to• i `z
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFI C � CIAL IN
INSTALLED.
WAS PREPARED IN
WRITING THAT, i. THE BUILDING PAD R
A T F T F ACCORDANCE WITH THE SOILS REPORT. 2. THE UTILITY TRENCHES / _ 2179 ,(,, _ t '+
14. ALL AREAS 0 BE F ILLED SHALL BE PREPARED 0 BE F ILLED AND HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. 3. THE �•� �
tit1IRED. CONTACT T o L
TIC
� .; "
FILL SHALL 8E PLACED IN ACCORDANCE WITH STANDARD FOUNDATION EXCAVATIONS. � � a§ � •
FOU
• s
1
! . IN CASE EMERGENCY WORK ISM TO THE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AND THE BEARING CAPACIY O SOILS F THE SOILS CONFOR CHARACTRIS
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 9VTT ACS&GaR AT (760) 720 - 082# REQUIREMENTS SET FORTH IN THE SOILS REPORT. I t I 511 SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL Dff D' - ,-
• � ? `
i '
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING pf1'ORA
77
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL Bt MADE GRADES AND THE SIZE AND THE LOCATIO BUILDIr�G P
N OF THE Td BE PER
AVAILABLE A ALL PRIOR TO SUBMITTING A B . DEIFTE RETAINING - I .
T TIMES DURING THE RAINY SEASON. ALL ID FOR THE WORK WALL
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 O
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT C CONTRACfi� SHALL HAVE THE rr+vr -tr�i LOANERS EXIST. RbCK FACE C� P/ R y� _ E1CrsT D -1s �W ,
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 4) THE GENERAL SLOPE lS ACCEPTABLE AS /S.
PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT R CORNERS LCr%:TED BY A SURVEYOR ♦ AY 1 C7
/
V ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. AND THE BUILDING EXTERIOR C
PRIOR TO THE COMMENCEMENT OF THE WORK. k A9y ti��t• ►� } AA - �1 '� ' t Q L
'5. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NO T BE MOVED OR MODIF PROVIDE POSITIVE DRAINAGE A FROM THE BUILDING AND ZNSTAGc- �i IN ,l �,. � qE
! GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PREVENT PUDDLING ON UPHILL SIDE OF THE BUILDING. R �E D AC � T44 SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 6) EAVES OVER WINDOWS SHALL BE NOT LESS THAN 30 FROM THE SIDE
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AND REAR PROPERTY LINES. PROJECTIONS, IN CLUDING LAVES. SHALL / I N �� l� � N _ •
CTION HEAVY TIMBER OR OF ti �'' `
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY BE ONE HOUR FIRE RESISTIVE CONSTRUCTION.
AFTER EACH RUN OFF PRODUCING RAINFALL.
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER NONCOMBUSTIBLE MATERIAL IF THEY PROJECT INTO THE 3E .
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE S• THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSIO SCALE f CONTROL SETBACK AREA FROM THE PROPERTY LINE. EXTERIOR STAIRCASES 30 j EXIST. WATFP Q ti IL s �r rtT 10 * PV.
0 • �� c. o • : -
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO M FROM THE PROPERLY ALL NOT PROJECT INTO THE 36 SETBACK F 11tTER Y 1 � � . / wrrH R /P1QAP 43
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN R M T tN / k� � +. �
ACCORDANCE WITH THE GRADING ORDINANCE. UNCOMPLETED GRADING OPERATION OR UN CI CU S CES LINES.
WHICH MAY ARISE. 7) BUILDING NUMBERS SMLL BE EASILY SEEN FROM THE b I Htt I. ALL l'
16. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTION MATERIAL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION
6. THE CONTRACTOR SHALL BE Htbdui4SIBLE AND SHALL TAKE
SHALL BE COLLECTED PILED - OR OTHERWISE DISPOSED OF OFF BUREAU BEFORE THE BUILDING IS OCCUPIED.
.�
T T T P TRESPASS NT dda�yy QQ
NECESSARY P R E CA U TIONS 0 PREVENT PUBLIC ES SS 0 0
HAVE BEE N CLEARED WITH FINISHED pf fV� G1ATfQ - o - o V �
T A TH
THE SITE 8Y THE CONTRACTOR SO AS TO LEAVE HE AREAS H T
0 BETWEEN ALL
INSTALLED �z
R T
AREAS WHEN MPOUNDED WATERS CREATE A HAZARDOUS CONDITION. A'j APPROVED GALVANIC SHALL 8E INSTA ACID • UTEt�Y 1D � � / 7 '-- � � p� `•
A
APPEARANCE ,
CLE A
i,�
��G %,v,
DISSIMILAR METALS I N
YERIF /m PRIOR t 0
LL
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 97 THE GENERAL CONTRACTOR: SHALL VERIFY ALL DIMENSIONS AND TO COIVST�PI,CTIG!11l
GRADING PLAN SHALL BE INCORPORATED HEREON. .i �
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF / � � •
7. A EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
� � ,��• � . ,
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ELEVATIONS PRIOR TO CJWMENCING WITH CONSTRUCTION AND „ I � _ _
Y OF ANY
TE 6
DI
A L
ARCHI�.�ECT IMMEDIATE b . -" � S
THE _ � fXI T I 171 CdN�
SHALL NOTIFY -mo _ � �; C�
B DIS CRE PANCIES. GRADED AREAS AROUND THE - PROJECT PERIMETER MUST DRAIN AWAY 2
ES. DOVE LN" ASE A59 ,
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
!
L
DAY. !Oj NOTES AND ON THE ORAWII�'GS SHALL TAKE PRECEDENCE i pETRIL a A ..,.� • / / 3
OVER STANDARD NOTES IN CASH OF CONFLICT. WHERE PART OF
WHERE r
• sue +
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE CONSTRUCTION DETAILS ARE SHOWN
1. ALL SLOPES SHI 8E PLANTED ANTED AND IRRIGATED IN- ACCORDANCE A T THE END
MITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL D EACH WORKIN3 DAY WHEN THE FIVE F A H 5 T SIMILAR -
O DAY RAIN H E WORK SUCH DETAILS SHALL BE THE SAME AS FOR �' i
o r
Z
THE DRAWINGS. S ;
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40x). SILT WORK SHOWN ON C � 4
c
CONFOR T THE CITY ENCINITAS GRADING ORDINANCE AND �.
CO 0 OF E
a Ch
I li REMOVED AFTER EACH RAINFALL. .:
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
AND OTHER DEBRIS SHALL BE E /
ENCINITAS FIRE PROTECT•ON OIIVfNHAIN MUNIL7AY GMTfR D /ST,P /CT
A A 10. SHOULD GERMINATION OF HY'UHUSttutu SLOPES FAIL TO PROVIDE REVIEWED BY: REVIEWED BY:
SLOPES PRIOR TO OCTOBER ! OR IMMEDIATELY UPON COMPLETION
2. FINISH GRADING NO PLANTING SHALL B ACCOMPL ISHED ON ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90x -OVERAGE) PRIOR
-
TO NOVEMBER 15, THE SLOPES SHALL BE STAB:,�IZED WITH , , , • � ,
OF ANY SLOPES GRADED BETWEEN OCTOBER i AND APRIL 15. - . +
t
PUNCHED STRAW INSTALLED IN ACCORDANCE WI H SECTION 35.023 �� (�3 _ 8. * �• r; �
OF THE EPOSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE DATE DATE kUSSELL G EC A'! V `�► -NAMMIN OF CALIFORNIA DEPARTMENT OF CONSERVATION. DESIGNED DaawN BY ` ID COR B
REVISIONS APPROVED DATE REFERENCES DATE SC CO RUSSELL l3ERCENER � DAN CU EARS R•G£. 44G�/ EXO 3 -3 / -OZ
V
DEVELOPNIENT NN /N6H19M PROVALS CITY OF 04CINUAS ENGI INI� LNG D13P" DRAAINO NO.
�rl�l
5HI `T D,PIVE GRAD /NG E L' )A/ CONTl'D P fDR-
slllFT HarrsE (T.B.M.) EXISTING M.H. NO. 2 ,. PLANS PREPARED Ur DER THE SUPERVISION OF RECO D APP D _ ` .
RIM EYW TIO/U. .� _ _
REDUCE ROCK DISP. AREA STA. 9 *,W 05 S' SOUTH Of LfYTf.� L 1 ngTE L�'t BY: BY: G 0 I9 G , .
_ _ ; _ . •
N/1 T U,PfJL ROCK TD REMA /A/ Of CUC -DE SAC LONE /// , ST�9TfS CT. p • C , E , ,4 92.4
cL�LETE RETf1 /N /NG GIALL REL'DRDED f�POM 07y y fLlJif �S vEATiCIit N/A �= _�-�'� tk TE:�'�' �9 HATE: - 7
ELEY- 47S 30 M. S L. ,S� DATE EXP . 3 -31'0 M'oC G/gF501�4 RES c
WORK rPr1JECT NO .. r?M' 15- to L3�PD11 E / SHEET) 0 F) ;
u u i i ii u i i i ii Iii i �� - ,
.To B /V0. 99 - //B , ••.. �i
i r R• 41