2004-9245 G (Plans) +GRADING ate- +T•�
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3 t �y�}� � * �}� �y� �.y +J� �y� �.J�� �!p /gyp � �p yy �yp�/�
-* ' . X_L f3RAul V V i7f1ML�.l- OC 0 AM B ► A �a UAL ' -ER OR LINE)ER ��11SA4En DffREC T MN- * Z. _
- NERAt
- 1. ALL WORK SHALL 9E =O tR ACD5R,DAN 'f REbE PLANS, THE Sl ANDARD EPEL'll'1CAl1UNSFaR1�t7BT?C r, .: '
44E /SHE SHAT - !-OBSERVE LAND TEST THE EXCAVATION, PLACEMENT, AND COMPACTION OF FIU.S AND BACKFILLSALYQ SIGN CONSTRUCTION STANDARDS
OF THE CI ENCINITAS,
w _� _" 'WORKS CONSTRUCTION, THE DE CITY OF I+NTAS, THE SAN DIEGO AREA
COMPACTION Of TRENCHES. IHE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WiLL DETERMINE THE �" ` ` � AND'
_ 15V1TA81LfTY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HEJSNE SNAL4.STATE THAT
�EGtONAL- STANDARD DRAWINGS, AND THE I.EUCADIA COUNTY WATER OJSTR1Cfi STANDARD SPECIFICATIONS
" 'STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THERE" M SHALL BE APPROVED BY THE CITYIENGiNEER I
OBSERVATIONS AND TESTS WERE MADE BY HITHER OR UNDER HIS /HER SUPERVISION AND THAT, iN HIS/HER OPINTON = _ IIaRLOR TaAIyYREQUESTJF;013,
�'t?CTlOAI.
- ;..
ALL EMBANKMENn AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING _. ip jj�7' ;UJ �D�2 'THIS FRS " t
I'1.f1tstS ARID THAT ALA. TSAAID EXCAVATIONS ARE ACCEPTAB FOR Tl•1EJ& I�LIF.LLQEQ E. - - - - - w .1TiE 1LS REP`aRTf11Z.E6,'S07L1
7ES1GM FOR THE PROPOSED AUJW ISLOM RETAMM WAti' , FOR
_ V 4L, ° 'THE CONTRACTOR'S RESPONS
t Op1GtENT OF TIfiS PROJECT SHALL COMPLY W!T'H ALL REQUiREMEEiaTS OF STATE WATER RE - - _4 SINGLE FAMILY DWELLING AT 3140 DUSTY
TRAIL, ENCINITAS, CALIFDRNLA, PREPARED BY NORTH COUNTY 2. THE SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND _" _.
- PREVENT PONDlNG OF lNATER. +4dE/SHE SHAL�LCONTROL 6Ul3FACE WATER AND AVOID DAMAGE Tp ADJOINING NT BOARD (SWRCB) ORDER NO. 99-08 DWG (N.P.D.E S. GENERAL PERMIT
NO. CAS 000002] W _ `COMPACTION ENGINEERS, WC., GATED JUNE 18, 2004 SHALL BE CONSIDERED AS A PART OF THiS GRADING PLAN. ALL y
_ ISCHARG QUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF N 1GRADING SHALL BE (DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
6PECIFICATIONS CONTAINED ONTAED IN SAID
4PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHAH TAKE REMEDIAL MEASURES TO PREVENT EROSION _
- 10F � F FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION GONTRM � l�AVJ= CONTRUCTION IVITY. IN ACCORDANCE WITH SAID PERMIT A
STORM WATER POLLUTIO EVENTION VFPSDRT, _
- - s 1�1N SWPPP AND NITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMP TED .APPROVAL OF THIS PLAN DOES NOT CONSTI UTE
APPR YAL � . L ZAT(SNAN61YR1= ZSF�
- IRFFN +CONCURRENT WITH THE E AND ACCURATE
FACILITIES, NOR OF IMPROVEMENTS - - - - MENCEMENT OF GRADING ACTIVITIES
AND A COMP
MENTS t,VITHiN STREET RIGHT- OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR
B. ALL AREAS TO BE FILLED SHALLQE PREPARED TO BE FILLED AND FILL 6HALLBE PLACED IN ACCORDANCE WITH _ OTICE -OF4NTENT SHALL BE D WITH'THE SWRCB. A COPY OF THIS
PRO SHALL BE FILED WITH THE _" THESE SHALL BE REQUIRED IN CONJUNC7101N WITH JAQP�T RAMS. -
STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
CITY OFENCINITAS WHEN RECEIV URTHER COPY OF THE COMP ED NOI FROM THE SWRCB -_
. A . 1AFRITTFN PERMISSION SIdALt.tQE OBTAINED FOR ANY OFF.SITE C�DUYG. � r
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL 60M SHALL - - - -- - - -- - -SHOWING THE PERMIT NUMBER FORT ROJECT
SHALL BE FILE 1TH THE CITY OF ENCINITAS WHEN - - -- - - __ -- -- _ - -- _
TURAL�GROUND.'THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF6%ANII - -" _ _ _ _ -
4 R Sf1Rtt TAfCE ANY NECESS PRE CA UTM S REQUIRED TO PROTECT ADJACENT PROPERTIES 011RIAIG
E REMOVED TO SUITABLE FIRM NA
THEN COMPACTED TO A MINIMUM OF 00 PERCENT. IT SMALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, - - - _ - - !GRADING OPERATIONS.
ANYTHING DAUAGED OR DESTROYED &HALL 13E $EPI.ACED S2R REPAIRED TD SS2Nl�lT
SPREAD. WATF..R. AND COMPACT THE IFILLIN ST&LGT WITH SPF_CIFICATIOR5- N ADDITION THE UNDERSIGNED AND SUBSEQUENT ER i7A polmm OrTCTEPRa1�Ef�TY_
-EXISTING PRIOR TO GRADING. !'
COVERED BY THIS GRADING PERMIT NO.9245 -G BY T WRCB ORDER NO.99 -08 DWG AND ANY --
E R ESTABLt AND TH REPL.IRCED BY�R REGiSiERED CML ENG1 R
#4 LtCE
. CUT ANA FILL tiLOTsES S•FfiA_LL EM CIJTAN61RTM1UrELf 1't3 THE FiNT5H GRADE T'O P'RODUC'E 6Rfi00TH StlRFACE AM SUBSEQUENT AMENDMENTS THERETO 6H COMPLY�IVIT
S iALPROVISION AS SET FO TH IN SECTION OR NSED
JNi LAND
3FORM C�20SS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE 6HAPFA, PLANTEDAND -
bESTROYED SHSHALL B
+C.7 OF SWRCB ORDER NO.99 -08 DWG ;
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT W A NEAT AND ORDERLY CONDITION. ALL STONES
--- uEY _ M M1 �__ _ h
- - -ROOTS AND OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EiVIBAN MENT SLOPES WHICH IRE LIABLE TO - -- 2 THE CONTRACTOR SHALL DESIGN,OONSTRUCTAND
MAINTAIN BALI. SAFETY DEVICES, 4NCLAIDING SHORING, SAND I
BECOME LOOSENED SHALL BE REMOVED AND DISP-.QSED 0F. THE Ts1E AALD T9P 9F ALL SLOPES S�llf�E�.D TOM STAFSLiEN SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCA . STATE AND FEDERAL SD HEALTH STANDARDS,
NC ITH THE GRADING ORDINANCE.
1N ACCORDAE W _ AFETY AN - - a
_ _- , _ _ SAWS AND REGULATIONS.
. ALL R S, B RUSH, + z�A ,MOTH R OBJECT I(JNAbLE MX] hR!At SHAD BE CO COLt'ECTED, PiLr:u OR O'THERMSE � B. GRAfliNG �kND
EQUIPMENT NT OPERATING WITHIN ONE4lAL'F (112 � MILE OF A STRUCUW2E FOR NWKAN OCCUPANCY
--
VISPOSED OF OFF THE SiTE BY THE NTRACTOR S O AS TO LEAVE'T14E AREAS THAT HAVE BEEN CLEARED WITH A JOAN ST - LIEN
- SHALLNOT BE CONDUCTED BETBETWEEN BETWEEN I THE H01lRS OF 5:34P�Ad. AIYQ 7:34 P.Q.4f3 SAN RDAYS S NDAYS AND -
'
INERT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL SHALL, BE CITY RECOGNIZED HOLIDAYS.
-
"SECIJRED FROM THE SOILS ENGINEER AND CR IN
Y ENGEER PRIOR TO THE HE DISPOSAL MATERIAL -_ _ f9. NS? GRADING OPERATIONS S1�ALLCOMMENCE (JNTIL PRE I
;- __._ _ _ SAIL _ "
��6. W ._ AREAS NOTED f0 BE � L�6 AN6 �UE�BL -C, � 'PRGTE�T IN' PtA�E Ott- 1f21atGRTtON. �Y y FOLLOWING PEOPLE PRESENT: CiTY INSPECTOR,
GiVlt ENGINEER, SOILS ENGINEER, CiRAU1NG CONTRACTOR AND
DDAMAGE TO IRRIGATION &HALL BE REPAIRED AT CONTRACTOR'S COST. PERMITTEE. THE PREGRADE MEETING &i4LL BE SCH =ni n -F =71i THE
CITYAT LEAST 4B HOURS 2URS tmADVANCE
- CALLING (760) 83.3 -2770. - -- -
,.:MS= CDi I ROL -- - '10. PRTOR TO C AtJL11 DTl�1 aR 1��I�E fiO Al 1✓�tOPOSED SITE WRTfiN TI TS
..I.1N CASE r _ VMW iS RLuL)IREU, CoN i ACI' TOM STfCFSt -IE1�t AT .,� ._,.� _ - - . � � _.. _ ... � � O JE'CT,
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL €ROM THE CiTY ENGINEER FOR THE PROPOSED
I+42- 7401. - -
- KTlAULROU . THE DEVELOPER SHAL1COlYIPLY WITH ALL Cam[ ICI N fVD RE,lC IR THE CfTY ENGINEER
CY _
EQUIPDAENT AND �1I KERB _ _ _ StVU BE MADE AVAILA'BL'E AT AU 115fiES IDURTNG THE RAI WA IMPOSE WiTH REGARDS TO THE HAULING
OPERATION.
45FASON (OCTOBER 1 TO APRtt 15). Itti NECESSARY MATERIALS SHALL BEE STOCKPILED ON SITE ON OCTOBER 1 AT 'S i TE Al UPON FMn COMP!- E
l OF THE WORK UNDER THE GRADING PERMtTBUT PRiOR TO FINAL. GRAflING APPROVAL,
',L1t�F jr inN� TQ F pCU �TATF RAPID CONS rCY) QF'Y DE VICES WHEN RAiN IS IMMI NENT.4ND/OR FINAL 13ELEASE OF fiECURITY, AN AS- GRADED CERTIFICATION SHALI.BE PROVIDED STATING:'THE
GRADING
- UEVJCES tSldOlAlN ON C'TANS S13ALL. NOT $E bIQYED O&J144D1F1EQ ITl�S?lJT SH EAPPI�4YAL S2F' I d"TV MAIL
13 ENDER PERMIT ii0 9zfis �R NrAS BEEN iN fiUBSTFdiT3AL WIT 1 Tl3E i1 D
INS PECTOR. AND SIGNATURE OF THE CML ENGINEER WHO CERTIFIES MCM GR N
AD G�OPERATION E FOLLOWED BY THE DATE
•4. THE CONTRACTOR SHALL RE�ALL�3NCONTRO I) LVILFSTOV�RRTNu t)KUtKTOTHE SATfSFALTiON ;
IOF THE CITY ENGINEER AFTER EACH RO
UNFF PRODUCING RAJNFALL,
•- _ NOTIFICATIONS r°
-1. T1iE EXISTENCE A1�7D1LtfCATiO1�ttiF UTILITY tPiPES A1at1 BMOSHOWN ON THESE PLANS WERE `
,B. THE JN CO D NTROL MEA AS MAY SE R IR
EQUED BIC ;!O
Y T S 1. BTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
CITY ENGINEER DUE TO AN INCOMPI ET€ GRADING OPZRATION OR UNFORESEEN CIRCUAa STANCES WJUCH MAYAl31SE. lUTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER, THE CONTRACTOR iS REQUIRED TO TAKE DUE
- - M
EASURES TO PROTECT ANY EXISTING UTILITIES OR STR
R. THE E SF#Att 13E RESPONSiBL'E AM S7"TAt.L TA ?T NECESSARY PRECAUTIONS TO PREVENT PUBLIC
_ PRECAUTIONARY TUBES LOCATED AT THE WORK 61TE. IT IS
_ -._ _ _ - " . -__ . - " -. -.- _ -_ __._ - - -- - IBILITY TO - CONTA - CT THE FOLLOWING OWNER'S OF
SAM UTILITIES - t
J RESPA6S ONTrD 14REAS'IAIl�EAI �AIATF.13.Si'.[3EATEA/�A� ��S1ALD1Tll. - - RNY EXCAVATION FOR �VERiFICATION AND 1_tJCATION
OF llTiU7i SANDN071FICl1TIOPI +OF.4A+IAAENCEMENTaDFIAFORK.
- STRUCTUR S '
E
RTT1E SKULL SEJNCC�OR�4TllE.__..._ ' SAN
DIEGO GAS & ELECTRIC: 9 -000 -422 -
#1EREON.
!S. GRADED AR1:A8 AROIlI�ID THE PROJECT PERIMETER MUST DRAiW AWAY FROM THE FACE OF SLORE AT THE �'ACIFIC TELEPHONE: 1.800 �122�I133
ACABL£ T V: '!.800.422.4133
CONCIARSION
OF EACH YY9F3K DAY. .+WATER: - OLIVENHAIN MUNTCTP& WATER IIiSTRTCT CM 753 -466 -
S. ALL REMOVABLE PROTECTIVE DEV ICES SHOWN SHALLB-E IN PLACE ATTHE O (7 �ORWORKING DA WHEN
ASEWER: ILEUCADIA COUNTY WATER DISTRICT (780) 763-0166 _
"E FIVE (5) DAY RAiN PROBABi LiTY FORECAST EXCEEDS FORTY PERCENT (4016). SILT AND OTHER DEBRIS 2. CONTRACTOR SHALL. NOTIFY THE CITY
ENGINEER'S OF4 OFFICE 48 HOU13,S F4uJM To BEGINNlIatG ANY WORK ON THLS
SHALT. BE REMOVED AFTER EACH RAINFALL. ` � . PROJECT. PHONE: (740) x � �
1 C. SHOULD GERMINATION QF HYDR SEE MOMS M TO PROVIL5E COVERAGE OF GRADED SLOPES -5. THE Ci3NTRACTOR SHALL GIVE 24 NaURS N0110E
01v CALLS FOR fiNSPECTiON. PHONE: !7601 6'33 2770. Ott WORK
- . _ - -� MED T BE T OF INSPECTION W REMOVAL.
- f W/o COVERAGE) PRIOR TO NOVEMBER I6, THE SLOPES SHALLBE STABILIZED WITH PUNCHED STRAW INSTALLED - - - - -- -- - - - -
- - - - - - - - -- - -
- - - _- -- -- -- - - __ - -- - - -- � -- _ �PERFOR WITHOU � NEFI Ili BE SUBJECT TO REJECT40N
AND. - � � F
IN ACCORDANCE WITH SECTION 35.023 OF THE �ANDSEDIMEN ![;ONTROL tiAN�OOK0F THE STATE OF
i
CALIFORNIA DEPARTMENT OF CONSERVATION.
11ER0310N CONTROL Ft AN NOTES:
1rPROVIDE VELOCITY CHECK DAMS ONTRE 15MYEw vAtZ INDICAfiE6$'EtLSGiT. VELOC11T CFlECR�GIS
-r MAY BE CONSTRUCTED OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY TILE
CITY rNO
"o TO 37o - ONE ROW OF SANDBAGS AT 100 FOOT INTERVALS �c
3% TO S% • ONE ROW OF SANDBAGS AT 60 FOOT INTERVALS _
B% OR GREATER TWO ROWS OF SANDBAGS AT 60 FOOT INTERVALS A v
BERMS' SHALL BE AT TOP CIF Ma T O KEEP DRAINAGE AWAY FROM SLOPES.
',3. EMPORARY EROSION C0NTRio NE7CStJKES SNAU CON5T5T OF ONE ROW OF SANDBAGS , IOM ROW HiGH, PLACE!?
l A T TOE OF AIL UNVEGETATED SLOPES. VICINITY MAP
NGiNEERS NOTES: `Tall] SCALE r
'TH'ES'E PLANS WR'L NOT B'E FOR ?0R L1R8Lf "POP, THQirtRS EROS. yGU Y DE PAPAM ! 1 +RB, 163
r ,• 1 " i 1 - i
'1.THE ENGINEER P�
_ P L k, THE UNDERSIGNED ENGINEER AGREES THAT T'ME 1MORK
•.• p � �• STATEMENT OF ENGINEER OF WORK CHANGES TO OR USES 4F THESE PLANS. AIL. PROPOSED C;IIr4NGES TO THESE
PLANS MUST JQE IN WI34T,ING ARID MUST . -
•� 4 �`' PERFORMED BY THE EN0INIEER SHALL COMPLY WITH THE 'LS E APP.RO0 BY THE OPEPARER OF THERE
ANS• �'� y ` VGENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERt TRADE OR PROFESSION. THE E
2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS IK
' PURTHER AGREES THAT THE WORK PERFORMED HERE_ IN SHALL BE IN ACCORDANCE WITH THE RULES AND
URLNG THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFELY OF ALL PERSONS AND PROPERTY; THAT ttEGULATIONS REQUIRED BY THE CITY OF
ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW -
..i ... -;., f. ...- .
'"IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE _ „�. - be. �1$15� ,�. -PERFORMED
SUFFICIENCY Oil ADEQUACYOF THE PLANS OR DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE
CONTRACTOR SHALL. DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HAR 2I N F-R.4MAIYY AUDALL QTY, � � �� o
IENiN
GEER OF RESPONS1QtL1T#f FOR i I1E PLANS OR DESIGN OF iMPROi/EMEWTS BASED 77iEREON. THE ENGINEER
MLESS
FROM SOLE NEULIGENCE OF THE OWNER OR ENGINEER. _ . .AGREES TO IDEMNIFY AND HOLD HARMLESS THE CITY OF ENCiNITAS AND ITS OFFICERS,
AGENTS, AND EMPLOYEE$ F
A ��� .FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGUGENT ACT$, ERRORS, OR OMMISSIONS OF
;3. SHAtt1BE FOR LOC )kTMCG, MAINTAINING, RELOC $kTING Ri+ID/OR REMOyAL+OF EXISTIN `'=� C ►i` -'.'� THE ENGINEER AND HIS/HER
AGENTS OR EMPLOYEES ACTING 1NfTHiN THE CCOURSE AND 6COPE OF CSt?CH AGENCY AND
*JllUTIES, MEAL OR ALt ErGED, IN THE Willi THE PFRFOR MANCE OF KQU THa P$OP.R.TY EXCI TIl7G ���' -
=,� ."-, SINPLSY�AIENT IUD G OUTOF 711E WORK BY UE IENG
POR UABILfiY
NEElL.
i4. CONTRACTOR RHAI I E3EPJAGE ALL DESTROYED 9H DAMI�GED SI,lf3FAQE lMPH4 IMN IMPl�tO ECUAL
!STATEMENT
'CR SUPERIOR. ;01t.S ,eV,VPV31rD ,�¢ttt��d �1at1t' ,��T/!<lArJ+Vt3 Ib�Att J
OAVlD H, I.
C5 $?AVID H•LOWEN
-5 . _ _ THE E _ _ _ __._XISTEN _ ____ CE _ A � [yD LO _ _.. ATI N OP iU � L' -
� �,L!S Z 1,_ A rVii C IENIGiNEER IIN THE STATE OF CAtIFORMA, X690 VALE TERRACE
-
UTfLiTVPTI�E'S AN6 SFfiOVGNaNTFiES 'E PLAN S 4, .- , ,-
�` '
ANERE OBTAINED BYA SEARCH OF AVAILABLEE REC ORDS -70 THE BESTDFDUR101OWLEDGE. TW-RE ARE NOEXISTING FJ NCIF ALLY - - -- - =- - - - -- - -- -- - - - -,-
- - _ `'#V ISTA, CA 92084
TlTILITlES EXCEPT AS SHOWN ON THESE PLANS: HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE IDOING BUSJN iN THE I'MM OFAPPL1E13 Salt inIL(;HANi(; IHEREBYCERTIFV
THAT A 760� 724 -7874
PRECAUTIONARY MEASURES TO PROTECT ANY EXiSTlNG UTILITIES OR STRUCTURES LOCATED AT TH AMPLiNG AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY
E WORK SiTE. IT BXR DATE D!� L
w
ITS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE:1 -000.4224133) 48 �*AE OR UNDER MY DIRECTION ON JUNE 18, 2004. +ONE COMPLETE {COPY
QF THE SOILS REPOR?' - ,. v Z r
HOURS iN ADVANCE OF ANY EXCAVATION FOR THE MARK- OUT OF THE LOCATION OF UTtLtTtES AND NOTIFICATIONS iCOMPiLED FROM THiS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OWNER'S CERTIFICATE
sAF NTOF WORK. ` " OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE RE- VIEWED THESE GRADING PL.AtyS (WE) HERBY CERTIFY JT"AT
AREGiSTERED SOILS ENGINEER OR GEOL("ST HAS BEEN OR WILL 13E RETAINED TO W
I6. THE Cx�fQTRAC'TOR BFTAt1. BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SAND CERTIFY THAT THE RECOMMENDATIONS INCLUDED iN THE SOILS REPORT
FOR THIS VAJRERV43E OVER ALL GRADING ACTIVITY AND ADVISE ON THE C.MWACIJ-01YAND SIABIUTY OF THE 511F_ ` p
• DESTROYED SHALL I BE REESTABLISHED AND REPLACED 8Y A REGISTERED CIVIL ENGlNJER WHO IS ALLOWED TO
PROJECT HAVE BEEN INCORPORATED IN LNG PLANS AND SRECIRCATIONS. E Q
!PRACTICE SURVEYING OR A LICENSED LAND SURVEYOR AM A CORNER RECORD OR RECORD OF SURVEY FILED AS Q SOFES� ;._. � � � _ DATE:
:
itEQU1RED BY TklE t lWD SURVEYaRR'S ACT. Cl. Q R ' +NORTH COUNTY COMPAGTllDAI E �►utt >r - O .
'
7. Can1TRACTaR GGR.t iGiAKE 1�PLORATTON EXCAVRTTOivS & LOCATE 1= :�;iSTTNC fACH.1TIE5 �EItIFFiCfENTLY � `�'' Q' � � P.O. BOX 3020D2 ;'
���• � I "�` ITS.
' 4 C19 s . EE!>NCONDIDO, CA 02030 - .._ ._
---*MEAD OF- CONSTRUCTION TO PERMIT�TOP�1.l NS, IF�E�ARE�Y� 9F�T�9L. HO -_
-
�LQN OF DTING FACT I TIES, _ - - - - _ - - ,, rt > P•'91JON8i 760A80.1116 s DATA.
m
IYIROWM TAL
-0. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET JBY W0J3K TS1I E D Li3E 01YE SF�L St41`lE SY �DATF: a _ .' PRWECT IidO. tRrE�7229
r _. __ . _ -. _. _ AVERAGE SLOPE a 20% Z tftvvwk
V EA SUREMENTSPRIORTOCONSTRUCTIONO "EWWORK. - �►� TAFS EN ---- -- •E C L TEEPES TlEXiSTMGNAIUR�KL :SLDPEON'STTE`'',22*10 N
�- -- ° •:
LI<
- - _ - F -0F� - - - - - - - -- -- -- �, 140 DUSTY4 RAIL - - - -- -- - - -- OT-1 �IAAPlIO.
4 -- - - - UM 1JER71CA1.�ER7H T: - g �
VERIFY LOCATION OF UTJUTJF�.
ti
- - - AJCtM � co
. 6EFORE EXCAVATION FOR THIS CONTI3AiCT. - - - -
J' T NCiNITAS, CA 02024 APN 264 222.36 *AAXIMUM VERTICALHEIGHT OF F1LJ.: �' � 4
40. 45 PL�:Qt�R€D TO TAITE ARY MEASURES TO PROTECT THE UTILITY LINES HEREON
t4ND ANY OTHEREXISTING LINES AIf,1T OF RECORD 0A N0T S2iy T1�ESE P1AN qrF DF C� �,� �.- I( 64274511 ' i4VERAGE
DEP'T'H OF CUT: = a- <
w.
T iVERAGE HEIGHT OF F4LL: I v o 4 ry
_v
tPAR1C5 RNDRECRERTiON DEPARTMENT �DLfVEiVHA1N MUNICIPA1LiNATER DISTRICT 3ENCI ITAS FIRE DEPARTMENT 1 EUS:ADIA COUNTY WATER DLSTfUCT
PLANNING AND BUILDING DEPARTMENT C 004
_...- .. _
REE -
VI RE YYED SY: REVIEWED BY: SEY fEwED sY; REVIEWED BY: ; ~�
U.
EAR I NWU1RK
XTOTALCUT : -0- 'GATE DATE - _ 'DATE �r%!i� lu�L'�• DDATE - GATE wpz
TOTAL FILL: 210 C.Y. ..r.
�-LVD - - - - W w m
JMAORT. 2U C.Y. - - -
W L a r
�� IDATE REFERENCES
NoText
NoText
WORK TO BE DONE
GRADING
ALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HISMER DIRECTION. GENERAL
1 ALL GRADING SMALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA
COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE REGIONAL STANDARD DRAWINGS, AND THE
LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS AND
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE/SHE SHALL STATE THAT STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
OBSERVATIONS AND TESTS WERE MADE BY HiMMER OR UNDER HIS /HER SUPERVISION AND THAT, IN HISMER OPINION, PRIOR TO ANY REQUEST FOR INSPECTION.
ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WiTH THE APPROVED GRADING
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE SOILS REPORT TITLED, "SOIL DESIGN PARAMETERS
FOR THE PROPOSED ALLAN BLOCK RETAINING WALL ", FOR
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES PROPOSED SINGLE FAMILY DWELLING AT 3140 DUSTY
TRAiL, ENCINITAS, CALIFORNIA, PREPARED BY NORTH COUNTY
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS ITiVE DRAINAGE AND CONTROL BOARD (SWRCB) ORDER NO.99-08 DWG (N.P.D.E.S. GENERAL PERMIT
NO. CAS 000002), WASTE COMPACTION ENGINEERS, INC., DATED JUNE 18, 2004 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
PREVENT PONDiNG OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED
WITH GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAiD
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CONTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT A STORM WATER
POLLUTION PREVENTION REPORT.
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AN
D IMPLEME 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION ANO TYPE OF DRAINAGE
BEEN INSTALLED. CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE FACILITIES, NOR OF IMPROVEMENTS WITHIN
STREET RIGHT - OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WiTH NOTICE -OF- INTENT SHALL BE FILED WITH THE SWRCB. A COPY OF THIS
PROJECT SHALL BE FILED WITH THE THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CITY OF ENCINITAS WHEN RECEIVED; FURTHER A COPY OF THE COMPLETED
NOI FROM THE SWRCB 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH
THE CITY OF ENCINITAS WHEN
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING
BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF WAND RECEIVED.
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,
PORTION O F THE PROPERTY EXISTING PRIOR TO GRADING.
SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY
COVERED BY THIS GRADING PERMIT NO. 9245 -G AND BY THE SWRCB ORDER NO. 99-08 DWG AND ANY 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT
ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR
4. CUT AND FiLL SLOPE S SHALL BE CUT AND TRIMMED TO THE FINISH GRADE TO PRODUCE SMOOTH SURFACE AND SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL PROVISION
AS SET FORTH IN SECTION DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND C.7 OF SWRCB ORDER NO. 99-08 DWG. SURVEYOR.
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, AND
ROOTS AND OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED TOM STAFSLIEN
LAWS AND REGULATIONS.
IN ACCORDANCE WITH THE GRADING ORDINANCE.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2 ) MiLE OF A STRUCTURE FOR HUMAN OCCUPA
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WiTH A JOAN STAFSLIEN
CITY RECOGNIZED HOLIDAYS.
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE
SECURED FROM THE SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 9. NO GRADING OPERATIONS SHALL COMMENCE
UNTIL PREGRADiNG MEETING HAS BEEN HELD ONSITE WITH THE
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND
6. IN AREAS NOTED TO BE CLEARED AND GRUBBED, CONTRACTOR SHALL PROTECT IN PLACE ALL IRRIGATION. ANY
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVAN
DAMAGE TO IRRIGATION SHALL BE REPAIRED AT CONTRACTOR'S COST.
CALLING (760) 633 -2770.
EROSION CONTROL PROJECT, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SiTE WITHIN THiS
1. MV CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM STAFSLIEN AT PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM
THE CITY ENGINEER FOR THE PROPOSED
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WiTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER
858 -942 -7401.
MAY IMPOSE NTH REGARDS TO THE HAULING OPERA
2 WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY EQUIPMENT AND WORKERS FOR EMERGENCY SITE 11. UPON FINAL
COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL
SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BEE STOCKPILED ON SiTE ON OCTOBER 1 AT AND /OR FINAL RELEASE OF SECURITY,
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. da UNDER PERMIT NO.7918 -GR HAS BEEN PERFORMED
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING DUSTY TRAIL PLAN OR AS 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 OPERATION.
INSPECTOR.
NOTIFICATIONS
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE FLANS WERE
OF THE CITY ENGINEER AFTER EACH RUN PRODUCING RAINFALL.
��r,, OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE
MAD UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE
CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING OWNER'S OF SAID UTILITIES OR STRUCTURES PRIOR
TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES
AND NOTIFICATION OF COMMENCEMENT OF WORK:
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED SAN DIEGO GAS & ELECTRIC: 14800 - 422 -4133
PACIFIC TELEPHONE: 14MO- 422 -4133
HEREON.
e. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE r/ -4.3 MI CABLE WATER: 1 - 4133
: OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466
CONCLUSION OF EACH WORK DAY.
SEWER: LEUCADIA COUNTY WATER DISTRICT (7 753
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X,). SILT AND OTHER DEBRIS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S
OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE:
SHALL BE REMOVED AFTER EACH RAINFALL. GIVE 70.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK
10. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAiL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES PERFORMED WITHOUT BENEFIT OF INSPECTION
WiLL BE SUBJECT TO REJECTION AND REMOVAL. -
(90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WiTH PUNCHED STRAW INSTALLED
IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
CALIFORNIA DEPARTMENT OF CONSERVATION.
EROSION CONTROL PLAN NOTES:
1. PROVIDE VELOCITY CHECK DAMS ON THE DRIVEWAY AT INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS
I- OAC
MAY BE CONSTRUCTED OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE r
'tti
CITY ENGINEER. I
1% TO 3% - ONE ROW OF SANDBAGS AT 100 FOOT INTERVALS 4 w * ARrc
3% TO 8% - ONE ROW OF SANDBAGS AT 50 FOOT INTERVALS
8% OR GREATER - TWO ROWS OF SANDBAGS AT 50 FOOT INTERVALS
2. TEMPORARY BERMS SHALL BE CONSTRUCTED AT TOP OF SLOPES TO KEEP DRAINAGE AWAY FROM SLOPES.
3. TEMPORARY EROSION CONTROL MEASURES SHALL CONSIST OF ONE ROW OF SANDBAGS, ONE ROW HiGH, PLACED
AT TOE OF ALL UNVEGETATED SLOPES. 4f VICINITY MAP
NO SCALE
E"aff& In NOTES. -
THOMAS BROS. GUIDE PAGE 1148, B3� ryh
1. THE ENGINEER PREPARM THESE PLANS WiLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED STATEMENT EN G INEER
CHANGES TO OR US E S OF THESE PLANS. ALL PROPOSED CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST THE UNDERSIGNED ENGINEER AGREES THAT
THE WORK PEKrORWD BY THE ENGINEER SHALL COMPLY W11 H THE
BE APPROVED BY THE pREPARER OF THESE PLANS. w DAVID 4. �. GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
OR PROFESSION. THE ENG INEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WiTH THE RULES AND
2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS ar LOWEN T REGULATIONS REQUIRED BY
THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE * Mo 3191 * PERFORMED SUFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE
c ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGIN
CONTRACTOR SHA LL DEFEND INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, AGREES TO IDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. r' Q FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT
ACTS, ERRORS, OR OMMISSiONS OF
L FOR LOCATING MAINTAINING, RELOCATING AND /OR REMOVAL OF EXISTING o f ;: THE ENGINEER AND HISMER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
3. CONTRACTOR SHALL BE RESPONSIBLE =
GOUT
UTILITIES, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING �� EMPLOYMENT AND OF THE WORK
PERFORMED BY THE ENGINEER.
.
FOR LIABILITY
4. CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENTS EQUAL SOILS ENGINEER'S STATEMENT �,Pp,aI�SED AIIEN �LDC�t` RrE
WALL
OR SUPERIOR. BY:
DAVI H. L DAVID H. LOWEN
VALE TERRACE
5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS I, .O/A�F �Q. ?46 / , A REGISTERED CIVIL ENGINEER IN THE STATE
OF CALIFORNIA, DATE: VISTA,
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING PRINCIPALLY VISTA, CA 92084
�
UTIL
(TIES EXCEPT AS SHOWN ON THESE PLANS: HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
A EXP. DATE ply (760) 724 -7674 OC
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 1- 800-422- 4133) 48 ME OR UNDER MY DIRECTION ON JUNE 18, COM MENDATIONS, HAS BEEN
SUBMITTED TO THE ONE COMPLETE COPY OF THE SOILS REPORT OWNER'S CERTIFICATE
HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK - OUT OF THE LOCATION OF UTILITIES AND NOTIFICATIONS COMPILED FROM THIS STUDY, WITH MY RECOM I (WE)
HERBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAiNEDTO
OF COMMENCEMENT OF WORK. OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE N THE OIL THESE GRADING PLANS w
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OF THE SITE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR PROJECT HAVE BEEN INCORPORATED IN DING PLANS AND SPECIFICATIONS.
DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO _ O�
PRACTICE SURVEYING OR A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY FILED AS - � Q gOF ESSI DATE:
I
R. A e� ON INC ` J ' ' -
REQUIRED BY THE LAND SURVEYOR S ACT. SIGNED: G F y NORTH COUNTY COMPACTION
ENGINEERING d S
7. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS & LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 4
4 P. O. BOX 302002 1`�� Fy DATE:
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL RCE NO: w° G19 3 m ESCONDIDO, CA 92030 ` �i
LOCATION OF EXISTING FACILITIES. DAVID 1 T
* Exp. 9/30/05 760.460.1116 Lfy ENVIRONMENTAL DATA:
S. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD DATE: ZD * PROJECT NO. CE -7229
SIGNATURE AVERAGE SLOPE = 2076
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. �! * ft 3/91 # TOM 8 JOAN STAFSLIEN LEGAL DESCRIPTION: STEEPEST EXISTING
NATURAL SLOPE ON SiTE: 22%
3140 DUSTY TRAIL LOT 1, MAP NO. 13304 MAXIMUM VERTICAL lEOf CAUE �� Co" ENCINITAS,
CA 92024 APN 264 - 222 -36 MAXIMUM VERTICAL DE IGHT OF FILL: 8'
9. BEFO
RE EXCAVATION FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES.
10. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON Pte (888) 942'7401 AVERAGE
DEPTH OF CUT: 1'
4 �f (, /
MI AVERAGE HEIGHT OF FILL: 6'
D ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. -
TMENT LEUCADIA COUNTY WATER DISTRICT PLANNING AND BUILDING - DEPARTMENT
PARKS AND RECREATION DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE OEPAR
j
REVIEWER R WED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY:� 2• 3 I V- 1
EWE R
EARTHWORK n DA� �i TOTAL CUT: -0- DATE DATE DATE
L l d D ���i - %GT H �r DATE w O W
TOTAL FILL: 210 C.Y. _ m W
IMPORT: 210 C.Y.
O
REVISIONS APPROVED DATE
REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVAL CITY O F E"C I N ITAS ENGINEERING SERVICES
DEPARTMENT DRAWING NO. wa
SEWER MANHOLE PLANS PREPARED U SUPERVISION OF RECOMMENDED APPR V GRADING PLAN FOR.
-- STAFSLIEN RIM ELEV OF 344.85, DATUM: MSL 9 245 - GR
GATE RECORD PER GRAOING/iMPROVEMENT HORIZONTAL . - BY. BY.
i
PLAN TM 91 -064, BY DOUG LOGAN, R.C.E. 99 NO. • r � DATE: DATE. 0-j 3140 D L/ ij 'TRAIL
RCE 39726 OCT 14 VERTICAL ENGIN E
�p IZ ?t oG WORK PROJECT NO. SHEET 1 OF 3
JOB NO. 04-161
LEGEND
� 1
P
PROPERTY LINE
CENTERLINE EASEMENT -
I ~
z
SIDELINE EASEMENT -
�I
DRAINAGE EASEMENT
EXISTING CONTOUR ' ���� -��� I I ♦ W 12�
/' PROPOSEDI 1x EXIST. PAD EL. =364.0
PROPOSED CONTOUR 355
SWALE do DIRECTION OF FLOW Q � Cc �1� I /. - / KEYSTONE WALL
P I I FILL
BROW DITCH (PER SRD D -75, TYPE 'A') - 6 /j
1
BERM / GROUND 40V $ ♦ ORIG.
2:1 CUT SLOPE I
2:1 FILL SLOPE �= 20' SDGE EASEMENT rN 1
REC. 10/18/90, FILE MIN
PAD ELEVATION PAD Ell 364.0 90- 568257, O.R. .00�
FINISH FLOOR ELEVATION FF ELEV: 364.67
DAYLITE LINE F j �♦ SECTION 'A -A'
�" NO SCALE
SANDBAGS 0070
I / .
SWALE ELEVATION - 1 _ s
3 6'5• - � _
FLOWLINE BROW DITCH FL -364.5 �• 3 . F. / �. '� ,� 0 .,
RIP-RAP 6 / / / ♦�• �,P j 'L�'
DRIVEWAY PER RSD G -14 ® 12' PRIVATE ROAD EASEMENT / 355
♦�� 'L
REC. 08/21 /89, FILE
EXISTING EDGE OF PAVEMENT 89- 447357, O.R. \ / !�
KEYSTONE WALL N ,L �.
WITHOUT
Q P k ti , 1 3
INDICATES GRASS OR LANDSCAPED STORM WATER CLEANSING Q�` �'�,
AREA TO BE PRIVATELY MAINTAINED AND NOT MODIFIED 6
OBTAINING A PERMIT FROM THE CITY OF ENCINITAS. /
- $
385 30' LCWIO SEWE� PRIVATE DRA11TfiGE /
EASEMENT REC. 05/01/89, EASEMENT
I � PER MAP 13304
- / /
WORK TO BE DONE I _ - - FILE 89- 227900. O.R. i TW -64
BW =57.5 >
/
SANDBAGS / / / -
_ _ _
190 L.F. _
357 _ / TW=
/ / / PR SANDBAGS AT TOE
1 _ BW= 7J
KEYSTONE WALL 870 SO. FT. i I I / / � KEYS WALL � � - -
BACKFILL 210 C. Y. - 380
r 1 /
.- _te
/ �� .� 1 r-- -- xl CONTRLL FOR EROSION
64.0 _ - ' r _. 9L'(�P •)
W -58.0 363' .- _ l '
-,�
000
NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. I / EXISTING
CONTRACTOR SHALL CONFIRM ALL QUANTITIES I / �� \ SPILLWAY
FOR BIDDING PURPOSES. / / C /� \ / /!p,0 �` DSCAPE AREA,
EXISTING EDGE
OF PAVEMENT / TW-63.
1 / _
W s .0
'r ti 1 B
i� oq
rt
/ \
30' ROAD do UTILITY EASEMENT / 's. / / / / // TW=64. /
REC. 08/31/76, FILE 76- 284839 / // / / j/ BW =64.0 /��
(PER MAP NO. 13304),
do 10/18/90, FILE 90- 568257, O.R. _
/
20' PRIVATE ROAD & UTILITY 360 - _ - -- -_ `_
EASEMENT REC. 05/01/89, FILE
do /
89- 227900, 08/21/89, FILR
89- 447357, do 04/02/91, FILE 10' - / / � / / / // // / / /' /// / /
E XI S TIN G SFR
91 146002, O.R. - / // / �� / / /
/ / / / // / I PAD EL.=364. L. 4,0 ' r
/ EXISTING DRAINAGE CHANNEL / / /j /
20 PER WORK PROJECT NO. TM 91 - 064
1 / / //� �// / 1
� z
QP p�A �
,
t 1 1
/ �V
Lo
/ PRIVATE DRAINAGE 1
EASEMENT
� PER MAP 13304
CI
APPROX. LO / / / / /
1 l
EXISTING CMP / / / / / / / / - LCI D UTILITY EASEMENT
,-'-"'- ' REC. 05/01/89, FILE
89- 227900, O.R.
/L
C 4' SDGE EASEMENT
REC. 01/15/79. FILE
/ 20' RECREATIONAL PP - �_� 79- 020929, O.R.
_ TRAIL EASEMENT , - _ L 5 PACIFIC TELEPHONE
m 019 _ -''� PER MAP N0. 13304 - _ , - --- _ & TELEGRAPH CO. EASEMENT T I
/L 1 REC. 04/04/78, FILE ` I C DUSTY TRAIL
-•-- / / { ` 1 A MENT 1 78- 132038, O.R.
C/L 12 SDGE E SE _ {
_ , \
1 i I I N REC. 04/04/78, FILE 1 �\ OVERHEAD- j
' 1 I I I DUSTY TRAIL rn 78-132038, O.R. 1 1 \ LINES
30 ROAD do UTILITY EASEMENT
EXISTING EDGE I I i 1 -
APPROX. LOCATION R REC. 11/13/78, FILE 78- 489984, OF PAVEMENT 1 { { { I 11 \ 1 1
EXISTING 8" SEWER 05/09/79. FILE 79- 191206, do
PER BROWN - DANIELS 08/21/89, FILE 89- 447357, do 1 1 I I I _ �
EXTENSION
i � �.� l� w
LOT 7 SEWER LINE 04/02/91, FILE 91- 146002, O.R. 1
1 I � _ T 1'07" E 450.51'
'
^`
(DWG NO.3749 -G _ � � -
ON FILE WITH THE CITY
OF ENCINITAS)
APPROX. LOCATION _� t'� - � "ice �,�- ��'�_ �� /
EXISTING 8" WATERLINE 30 ROAD & UTILITY EASEMENT
��,irt»��� ;: BROWN- DANIELS REC. 08/31/76, FILE 76- 284839, O.R.
`L , �� 4� r_ ,LOT 7 SEWER LINE PER MAP NO. 13304 -
Q p�,�p6 '.E
, �P - f♦ %XTENSION 1
P � 'fw F WITH DA VID N . P $ �/ P �� 5 /�
`. � ON FILE WITH THE CITY P `L ti P ti 6
T l OWf M ,OF ENCINITAS) 6rL�, Q P � $rL �, 5 N � b Ql1� `L
0' 20 � 40 60' * 40 r 9191! * ti P `1 -�� elro
6
�t
SCALE: 1" = 20' F ` '�� PARKS AND RECREATION DEPARTMENT OUVEHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
LEUCADIA COUNTY WATER DISTRICT PLANNING AND BUILDING DEPARTMENT
REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: p�&w L4_0 "LA Wlu%4
LEGAL DESCRIPTION: - < < &,I,- 4 4
• V1'," e�
,7 f/ 1
cke
LOT 1 O 3 0,' �j�l t ACA- .- �Vllt+► "'�� Z �?f = r`
MAP 13304 o
APN 264- 222 -36 DATE DATE DATE DATE w. o DATE #ePL
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT SIGNED BY D RAWN Y CHECKED Y APPROVALS
CI TY O F EN CI N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO.
A
SEWER MANHOLE PLANS PREPAR ER SUPERVISION OF RECOMMENDED APPR E GRADING PLAN FOR:
-
RIM ELEV OF 344.85, DATUM: MSL HORIZONTAL 1" = 20' DATE BY: BY: STAFS-LIEN 9245 -GR
RECORD PER GRADING /IMPROVEMENT R.C.E. NO.: 3iT - 3140 DUS'T�' TRAIL
PLAN TM 91 -064, BY DOUG LOGAN, VERTICAL ENGINEER DATE: 312 u U DATE: �� �o�-
RCE 39726 OCT 1994 EXP. z WORK PROJECT N0.
SHEET 2 O
JOB NO. 04 -161
CD37(Z)
1. SET POSTS AND EXCAVATE A L STAPLE N+1RE FENCIW TO Straw Bale Barrier
4 BY 4 IN 10 BY 10 W THE POS'1"S.
Not more than one
TRENCH v AN E prow D
ALONG THE UNE Of POSTS. bale high.
MAX t- Flow' Fmbed
A 100 mm
3' MAX — - _ (4 in)
10' MAX --- 2' MIN \
Compacted backfill
r / _ (typ) BEDDING DETAIL
• r r _.
t'= 4 w (10 C Fill gaps between bales
with straw. •::r::•:,• ::• g
Place straw bales in a"
single row, lengthwise along \�. the contour with ends of
adjacent bates tight
abutting each other.
I ATTACH THE WER FARW TO 4. eACKF7LL AND COMP THE
THE Mff ffNCE AHD WD 11 D(CA SOIL F low _ Compacted
bockfill
INTO THE TRENCH.
Angle first stoke
toward previously
laid bate.
I I I Wire, nylon or
FILT TAM polypropylene string, -
- � /ter � - _='�� -•- = I�E � picked horizontally. -
HYDROSEED: - -_ ° -._ - TYPICAL STRAW QALE BARRIER
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER SILT FENCE NOT AL
WHEN THEY ARE:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION p p
RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. Stormwater Pollu Control BM P Notes Relative to Construction
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
HYDROSEED GROWTH.
Activities
3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
A. TRACK WALKING SLOPES STEEPER THAN 6:1.
GRAVEL B A G BARRIER
B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A' ABOVE.
Concrete Washout
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: Contractor shall establish and use an adequately sized concrete
washout area to contain washout wastes on site. It is illegal to wash concrete, Murry,
A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. NOTES: mortar, stucco, plaster and the like into
the stormwater conveyance system or any receiving water.
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE 1. Stack gravel bags in at least post
s ign desi gnating Contractor shah a s deli Olin the washout location.
VIABLE CONDITIONS FOR GROWTH. three vertical rows abutting
4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS each other and in a staggered Construction
Site Access
PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE arrangement.
A stabilized construction site access shall be provided for vehicles egress and fngresa to prevent tracking din off site.
PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 2. For each additional vertical This shall include using material such as gravel
and/or corrugated steel panels /plates.
HYDROSEED MIX SHALL CONSIST OF ALL THE FOLLOWING: row, add an additional row to
1. SEED MIX SHALL CONSIST OF NO LESS THAN: 4 inch PVC Pipe the width. Construction Vehicles
A. 20 LBS. PER ACRE OF ROSE CLOVER A specific area away from gutters and stortndrain shall be designated for construction
vehicles parking, vehicle refueling, and routine equipment
B. 20 LB. PER ACRE OF ZORRO FESCUE
6 inch Min maintenance. All major repairs shah be made off -site.
C. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNICA
Diameter rock
D. 4 LBS. PER ACRE OF ACHILLES MILLEFOLIA _ _ _ ---- Erosion
E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) FL_ OW Co
Erosion control must be provided for all erosive surfaces.
F.1/2 LB. PER ACRE OF DIMORPHOLECA � Sloped surfaces especially shall be protected against erosion by instalftng erosion
resistant surfaces such as erosion control mats, adequate ground
G. ITEMS C. D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS / / ,. Q Q �j 12 inch cover
vegetation, and bonded Aber matrix.
NOT VISIBLE FROM EITHER A PUBLIC STREET OR FROM RESIDENTIAL STRUCTURES.
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY 4 feet Min 4 feet Min No excavation
and grading activities are allowed during
DRILLING OR BROADCASTING BEFORE HYDROSEEDING bury bags
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA 6" deep wet weather.
DEPT. OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. Diversion dikes shall be constructed to channel
runoff around the construction site. Contractor shall protect channels against erosion using permanent
J. NON -PHYTO -TOXIC WATTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CROSS — SEC and temporary erosion control
measures.
CONTRACTOR.
Remove existing vegetation only when absolutely necessary. Large projects shah be conducted M phases to avoid unnecessary
removal of the naturad
TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, woven fabric gravel bag filled with
ground cover. Do not remove trees or shrubs unnecessarily; they help decrease erosion.
ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY coarse gravel - Min. weight 88 lbs.
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. Temporary vegetation must be planted on slopes or where construction
is not immediately planned for eroalort control purposes. Erosion shah be
4 inch PVC Pipe for drainage prevented by planting fast- growing annual and perennial grasses to shield and bind the soh.
FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS depending on field conditions
PER ACRE.
I Plant permanent vegetation as soon as possible, once excavation and grading activities are
— 124 inch Min Water usage for dust oo,,b shah be minimized.
bury bags
6 "deep On -slte Construction Material Storage
Stored materials shall be contained in a secure place to prevent seepage and spillage. Contractor shah store these products
A.Trere 6" will stay dry
out of the rain. Contractor shall provide secondary containment for all fuel stored on -site.
W' \ - Eliminate or reduce pollution of stormwater from stockpiles kept on -site. Stockpiles may include soh, paring
materials, asphalt concrete, egg, regate
base, etc. Stockpiles shaft be located away from concentrated stormwater flows and star,, id, ain inlets. Stockpiles shall
be covered or protected with soh
FRONT VIEW stabilization measures and provided with a temporary sediment barrier around the perimeter at ah times.
H.D.P.E. CONSTRUCTION NOTES GRAVEL BAG BARRIER Training
Contractors' employees who perform construction in the City of Encinitas shah be trained to be familiar with the City
of Encinitas slvmrn►ater polh.Rbn
1. PIPE WILL BE BACKFILLED WITH CRUSHED ROCK IN ACCORDANCE WITH REGIONAL STANDARD control requirements. These BMP notes shah be available
to everyone working on site. The property owner(s) and the prime oo, it, act or must infirm
DRAWING S - 4 TYPE 3. subcontractors about stormwater requirements and their own responsibilities.
2. THE REMAINDER OF THE TRENCH WILL BE BACK FILLED WITH SPECIFIED BACKFILL COMPACTED
TO 90 PERCENT R.C. IN ACCORDANCE TO CALIFORNIA TEST METHOD 216 EXCEPT FOR THE Waste Management
PORTION IN THE PAVEMENT SUBGRADE WHICH SHALL BE COMPACTED TO 95 PERCENT R.C. Contractor shall be responsible for property disposing of
all waste and unused construction mateitais. Dumping of unused or waste products an the
3. PIPE WITH LESS THAN TWO FEET COVER UNDER HIGHWAY LOADING SHALL BE ENCASED IN ground, where water can cant' them into the conveyance
system Is strictly prohibited.
W
PORTLAND CEMENT CONCRETE (PCC) IN ACCORDANCE WITH REGIONAL STANDARD DRAWING No seepage from dumpsters shah be discharged Into stormwater.
Berms/dikes shall be placed around dumpsters to divert the, iattn storm rumvlf.
S - 7. THE PORTION ABOVE THE ENCASEMENT SHALL BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH PARAGRAPH 2 ABOVE. Dumpstera shah be checked frequently for leaks. Dumpster lids shaft remain dosed at all times.
Dumpstera without lids shah be pieced within structures
IN LIEU PCC BACKFILL AN APPROVED PUNT MIXED SOIL CEMENT BACKFILL MAY BE USED FOR with impervious roofing or covered with tarps in order to
avoid rain contact with any trash material. W
LONG REACHES OF LONGITUDINAL STORM DRAIN. Many construction materials, including solvents, water -based paints, vehicle fluids, broken
asphalt and ooncrete, wood, and cleared vegetation can be
4. MAXIMUM PIPE COVER SHALL NOT EXCEED THE AMOUNT SPECIFIED IN CURRENT CALTRANS recycled. Non - recyclable materials must be taken to an
appropriate landfill or disposed of as hazardous waste. For information on disposal of
DESIGN MANUAL. hazardous material, call the Hazardous Waste Hotline toll free at (800) 714 - 1185. For information on landfills
and to order dumpsters call EDCO at
5. PLASTIC PIPE WILL NOT BE USED IN RUNNING GROUND OR IN AREAS WITH UNSTABLE TRENCH (760) 436-4151.
WALLS.
6. THE PIPE SHALL CONFORM TO AMERICAN ASSOCIATION OF STATE HIGHWAY AND Poftutarrts shah be kept off exposed surfaces. Place trash cans crud
recycling receptacles wound the site. 1 6 1
TRANSPORTATION OFFICIALS (AASHTO) DESIGNATION: M - 252 OR M 294 TYPE S (SMOOTH
INTERIOR). Portable toilets must be in good working order and checked frequently for leaks. Contractor shah provide secondary
containment and kxate portaDFe
toilets away from stormdraM inlets on pervious surfaces.
All construction debris shah be kept away from the street, gutter, and sto... id, ah . Contractor must routinely c h and
dean UP I latffl 181 that may have
traveled away from construction site LL
By—
Nq( L
P F
$ DAG For more information on stormwater pollution control measures and requirements please contact the Engineering Department,
City of Encinitas at (760)
1'' ♦`� 633 -2770. x
Cl DAVIO N. p PLANS PREPARED UNDER SUPERVISION OF
N E LOWflr APPROVALS CITY OF E N C I N I TAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 90
REVISIONS APPROVED DATE REFERE C S DATE BENCH MARK
# Mo 31916 1 .1 -A �- APP E EROSION CONTROL PLAN FOR: wa
SEWER MANHOLE tl
RIM ELEV OF 344.85, DATUM: MSL
R.C E 102 N O.: �,�,s- � . � BY . STAFSLIEN 9245 —GR
' f A S 'o
RECORD PER GRADING/IMPROVEMENT 4 DATE:
p, E� ENG W ER 140 DUSTY TRAIL
3
RCE 39726 OCT ,1g94 G LOGAN, ��- - - ---� _.r -:�• EXP. � SHEET 3 OF 3
WORK PROJECT NO.
JOB NO. 04-161 4