1988-8179 G (Plans) NOTE
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GENERA: GRAp1NC GRADING PLAN L�G[IID
1
ALL WORK' SHALL BE DONE I14 ACCORDANCE WITH AL.. GRADIN: r 7)•!vIG• : YMFcY_
� SHALL BE INSPECTED AND TESTS: o. THE CONTRACTOR SMALL BE RESPONSIBLE ANU SMA: �Or IJ�., PF PERT','
LIt7E
THESE PLAtJS, THE STANDARD SPECIFICATIONS FOP BY A QUALIFIED SOILS ENGINEER OR UN TARE NECESSARY PRECAUTIONS TC• PREVENT
PUSLI'
PUBLI:: WORKS CONSTRUCTION) THE DESIGt: DIRECTION. H DER H :� " '•'•
CONSTRUCTION STANDARDS OF THE CITY OF EXCAVATION PLACEMENT AND INSPE AND TEST THE TRESPASS ONTO AREAS WHEN
IMPOVNpED YATEP: EXISTI[7n STRUCTURE
COMPACTION OF FILLS CREATE A HAZARDOUS
ENCINITAS AND THE SAN DIEGO AREA REGIO CONDIT20Y..
REGIONAL AND BACFFILLS AND COMPACTION OF TRENCHES. HF LC'T N "t18EF SMALL BE INCORPORATE'
O
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS SHALL SUBMIT SOILS REPORTS AS REQUIRED AIJf " " " " "
" " " "
THEREFROM SHALL BE: APPROVED BY THE CITY ' ALL EROSION CONTROL MEASURES PROVIDED PER THE
YZLL DETERMINE THE SUITABILITY OF ANY FILL APPROVED GRADI1IG PLAN SMALL ; ELEVATION
K.f
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. MATERIAL, UPON COMPLETION OF GRADING HEREON. .p EX75TIN
O ................. .......••••...
OPERATIONS HE SHALL STATE THAT INSPECTION: _ b'e -v FIMP" FLOM ELEVATION ! " - • • • • •
• • • • • FT e1 PO
THE SOILS REPORT T TLEC �l�C /� MJN. y - r A�yg,Tl�gT)d,/ AND TESTS WERE MADE BY HIK Op UNDER HI: GRADED AREAS AROUND
THE PROJECT PERIM[TER W'57 PREPARED BY tiT V. 'Yl :riW) SUPERVISION AND THAT IN HIS OPIN DRAIIJ ION, AL: AWAY
FROM THE FACE O► SLOPE AT THE U A C
DATED - � F - ' . r
f C
1 FINISH ELEVATION �' SHALL BE ALL GRADIN EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED
CONCLUSION Or EACH YORK DAY. A
AS A PART OF THIS GRADING PLAN. ALL GRADIf7G IN ACCORDANCE WITH THE APPROVED GRADING PLAN` �C� %� i 7.2 F?ISTZN:
CONTOL'►
SHALL BE DONE I1: ACCORDANCE WITH THE AND THAT ALL EMBANKMENTS AND EXCAVATIONS APE
9• ALL R a10VABLE PROTECTIVE DEVICES SHOWN SHALL
RT AND SPECIFICATIONS COItTAINEC ACCEPTABLE FOR THEIR INTENDED USE.
IN RE . SAIDREP
BE IN PLACE AT THE END OF EACH WORKING DAY • L �y `:NISM ;FADE CONTOUR
INV ATE
IN SAID REPORT WHEN THE FIVE 15) DAY RAIN PROBABIL2T) ( CURB DETAIL
SHALL PROPERLY GRADE AL
THE CONTRACTOR L FORECAST EXCEEDS FORTY PERCENT 140%). SILT (V T DAYLIGHT :. :tJF
3. APPROVAL nF THIS PLAN DOES NOT CONSTITUTE - EXCAVATED SURFACES TO PROVIDE POSITIVh: AND OTHER DEBRIS SHALL
BC REMOVED AFTER EACH
APPROVAL OF SIZES LOCATION AND TYPE OF DRAINAGE AND PREVENT PONpING OF WATER.. HF RAINFALL.
DRAINAGE FACILITIES NOR OF IMPROVEMEIIT" SHALL, CONTROL SURFACE WATER AND AVC:D DAMA.;E ' / �rjq" a "
F1:.:. S 'PFD
WITHIN STREET FIGHT -OF -WAYS, SEPARATE TC ADJOINING PROPERTIES OR T LL PF •+R � FIN SHED TO PROVIDE trFE:TZVS
COVERAGE O► GRADED SLOPES WORK ON 1C. SHOULD GERMINATION OF MYDROSEEDED SLOPES FAIT 6 ( I
APPROVALS AND PERMITS FOE THESE THE SITE. AND SHALL TAME REMEDIAL MEASURES TC PES -'.
'T SLOPE'S
—� �-
REQUIRE:' IN CONJUN TIO1: WITH IFtFROVEFJF.NT PREVENT EROSION OF FPBSHLY GRADED AREAS UNTIL (90 U COV I�2'R
6� LIP
SWALE ANC FLOW DIRECTION
PLAID ERAGE) PRIOR TO MOVEN39K 15. THE
SUCH TIME AS PERMANENT DRAINAGE ANP EP051"t: SLOPES SMALL BE STABILIZED WITH PUNCHED STRAW ___ �' " ...•.......•...•.
•••... •
CONTROL MEASURES HAVE BEEN INSTALLED INSTALLED IN ACCORDANCE WITH _
4. WRITTEN PEPMI SHALL BF, OBTAINED FOR ANY EDS STRAW
THE EROSION AND SEDIMENT CONTROL MANDBOOK -F
A C
OFF-SITE GPADI!:,;, ALL AREAS TO BE FILLED SHALL BE PREPARED TC BF THE STATE OF CALIFORNIA DEPARTMENT OE - -- I
6 Q Bp -y , - u , l ���VQT�jI C>
FI LLED AND FILL SHALL BE PLACED IN ACCORDANCE COl /SLRVATION. 1
............................ c::> �� �✓
S. CONTRACTOR. SHALL TAKE ANY NECESSARY WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
(_IuR PIF R,: ........
PRE CAUTION$ REQUIRED TO PR''TECT ADJACENT MATTER AND OBJECTIONABLE MATERIAL SHALL BE ..............
.......... ••
PROPERTIES DUPING GRADING OPERATI017:. REMOVED 91' THE CONTRACTOR FROM THE SURFACF SOILS ENGZNECR'� CRRTIFICATIE
ANYTHIIJG DAMAGED OP DESTROYED SHALL BF UPON WHICH THE FILL IS TO BE PLACED. LOOSE ,
PEPLACEL' OR REPAIRED TO CONDITION EXISTIN_ FILL ANC ALLUVIAL SOILS SMALL BE REMOVED T!
PRIOR TO GRADI I L�� A R[GISTEREL ;cA•rn T
NJ; / - - ASIA S -;
......................... O >R
SUITABLE FIRM NATURAL GROUlJD. THE EXPOSER CIVIL � EMt I1: THE STATE OF CALIFORNIA "a /��
SOILS SHALL BE SCARIFIER TO A DEPTH OF F" AiJ: PRINCIPALLY DOING BUS7NES5 IN THE FIELD OF APPLIED
/Va
2 PRIV CURB { GUTTER DE TAIL
MONUMENT R BENCH MARE RETG1rN NC WQL( 7>< ` � -� r N. ?� /' ( FIAJI!N
6. THE DEVELOPER SHALL RE RESPONSIBLE THAT ANY THEN COMPACTED TO MINIMUM OF 90 ♦. IT SHALL. BF SOIL MECHANICS. HEREBY CERTIFY
THAT A SAMPLING AN:' " WHICH IS DISTURBED OF THE CONTRACTOR'S RESPONSIBILITY T" PLACE STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
THI
N O 3 CALE _
DESTROYED SHALL BE PE - ESTABLISHED AND PEPLA"EL SPREAD. WATER AND COMPACT THE FILL IN STFIC- SITE WAS NAME 11' ME OR UNDER BY
DIR[CTI STWEEl:
BY A REGISTERED CIVIL ENGINEER OR A LICENSED ACCORDANCE WITH SPECIFICATIONS. THE DATE_° -0 - ;Zj _T g ANf Ir WAXTITIES
LAND SUFVEYCF ONE COMPLETE COPY 7F REPORT •SfECIFIE �
THE SOILS REPOR. COMPILEG FROM ON rIJNPI
� ENGINEER . CUT AND FILL SLOPES SHALL BF. 'UT ANC TRIMMED THIS STUDY WITH 11 RECOMMENLATIONS,
HAS BEE% w I t Q
7 . THE CCNTFA,-TOP SHALL DE5I1N r?NSTPUCT AJ4' TO FINISH GRADE TG PRODUC ^fFICE OF THC CIT1' E SMOOTH SURFACE" Sl'BMIT
TED TO THE [
EXCAVATION: M •Y, FILL:
C.T
SHORI NIt: ALL SAFETY DEVICES ?:JCLUD:!' AND UNIFORM CROSS SECTIONS. THE SL - OF FURTHERMORE. I NAVE REYILYED THESE
GRADING PLANS ] r I O �, 4 " EX ?OR'! � - C� ` � � Y !w-
SHOPING AND SHALL BE RESPONSIBLE FCP EXCAVATIONS AND EMBANKMENTS SHALL RE SHAPEL AND CERTIFY THAT THE IEWEDM£THES
HAVE BEE!
ON ZI P L '!: e) LIr �a LIP
COfJFORHING TC ALL L() STATE AND FEDEF'.A PLANTED AIJC TRIMMED AE DIPLCTE[ B THE THE SOILS REPORT F ?R T4,F
PROJECT 1 __ __ 6RADIN6 SCHEOU
SAFETY AND HEALTH STANDARDS LAWS At:" ENGINEER OF WORK ANC LEFT :N A NEAT ANI INCORPORATES :;: THE GPADIfJv
PLANS AN:
REGULATI,D:. ORDERLY CONDITION ALL STCNES POCTS ANC `PECIFICATIO_N: d' w ESTIMATEC' STARTING GATE:
OTHER WASTE MATTER EXPOSED OR EXCAVATION 01 J7
ESTIMATEC COMPLETION GATE
GRADING ANC ONE EQUIPMENT OPERATING WITHIN ONE EMBANKMENT SLOPES WHICH ARE LIABLE TO BECO!'F 7 1 G1JEI: -c�2► - J _. ¢�';
G R "
a
HALF (4 MILE CF A 5TFU77URE F'OF HUMAN LOOSENED SHALL BE REMOVED AML' D:SPCSER >F. ESPIRATION DATE- /
-)
HOURS AND TOP OF A . - ( 3
t: i SHALL. NOT AF CCt7DtrCTED BETWEEN THE THE TOE LL SLOPES SHALT. BE ROUN -'E. I HEREBY DECLARE
TMA; : AM THE ENGINEER /ARCHITECT OF WORK FOR
HOURS OF 5:31, Pt1 AND '7: AM NOR ON SATURDAY: IN ACCORDANCE WITH THE GRADING ORDINANCE THIS PROJECT, TH
SUNDAYS AND CITY RECOGN:2ED HOLIDAYS. AT I aAYE EXERCISED RESPONSIBLE CHARGE OVER THE
E DESIGN OF Th.E PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
ALL TREES. BRUSH GRASS AND ^THEE IVA E P•C.C. " Y� G U t T E t AND PROFESSION: CDC_, ANG THAT THE
DESIGN IS CONSISTENT WITH
CBJECTIO!JABLE MATERIAL SHALL BE COLLECT[: S 3 •` C URRENT STANDARDS,
NOTIFICAT_OIJS PILED OF OTNEPI:'SE DISPOSED OF OFF THE SITE B' �� ,� NO SCALE
THE CONTRACTOR S A` . T LEAVE THE AREAS THAT HP• u1149 UNDERSTAND ?r.AT THE CHECK OF
PROJECT DRAWINGS AxD
HAVE BEEN CLEARED WITH A NEAT AND FII
THE EXISTENCE IVI SPEC IFICATION'S BY THE CITY OF DEL MAR IS CONFINED
UTILITY PIPES AND STR TO A REVIE:.
EXISTENCE ANG LOCATIJN OF 1NDEP.GROUtIC APP$ARAL' E FREE FROM UN SIGHTL'i DEBP." ONE: AND
DOES NOT RELIEVE ME, A5 ENGINEER Or" WORK Of MY
UTURES C SHOWN N TN.ESE APPROVAL OF LC;ATIOf: OF DEBRIS FILE SHALL IF dam, 6., IB" "
PLAlJS WERE OBTAINED B'i A SEARCH CF AVAILAB F SECURED FROM THE SOILS EV-,IIJEEP Afl: a C~t, — RESPONSIBILITI;S
FOR PROJECT DESIGN, -- -�
'I•. bEJ/�y GESCRIP220:: i[M
RECORDS. TC THE BEST OF OUR F.NOWLEDGE THERE EIIGINEEF
A PRIOR T: THE CI SP S AL ARE 140 140 EXISTING UTILITIES EXCEPT AF SH',WIJ MATEPIA'-.
THESE PLANS. HOWEVER. / / • � �,�"
NQ E s
, yZ�R
t r�
THE CONTP.ACTO REQUIRED TO TAKE
F IS '< CAO fl
J A Initr
PRECAUTI0IJAP'i MEASURES TO PROTECT ANY EXISTII: N DSCAF,'I -, A j D
UTILITIES
OF STRUCTURES LOCATED AT THE WOF'J BENCH MAR d 0• �'�`` .�
SITE. IT IS THE CONTRACTOR'S RESPOi7SIBILI, ALL SLOPES SHALL BE PLANTED ANC IPRIGATED IN TOP or BRASS CAP )R.C.E. 10284 AT
THE CENTERLINE
TO CONTACT. THE FOLLOWING OWNERS r SAI: AC°OPDAIJCE WITH PLANS APPROVED By THE 'IT'i I!tTEP.SECTZ0IJ MONUMENT
AT EL CAl1INC REAL AND a t4' UTILITIES CF STRUCTURES PRIOR TO AJJ - . ENGINEER. PLANS SHALL COIJFCPM T- THE `ITy
CF JNTAIN VISTA DRIVE RECD ►DS OF SAN DIEG(' COUNTY I 'O A d
EXCAVATION? FJF ' ✓EkIF :CAT1 ;t: AND Lv ATION 'F ENCZNITAS GRADING OPDINAN ANC ALL AD ^PT£I ELEV. 174.841
UTILITIES AtJC NOTIFICATIOtJ CF COMMENCEMENT OF LANDSCAPE AND IRRIGATION STANDAPD�
WORK . GATUM U.S.C• i G.S. PtRMITTEi!OWtIEI[_ < <:
:
FINISH GRADING AND PLANTING SMA ;.L BF Rpsopw
A. SEWER - 'LEL'CARIA WATEF D :STP.ICT 7 5 ?-C15 ACCOMPLISHED ON ALL SLOPES PRTOP T OCT DM�.NC. !'IC OSEP R 2I FLli1RAWZNGC
IVNTE CONCRETE "V' CH A NNEL 11126
B. GAS & ELE.CTPIC - SAN DIEGO G&E 212 - 42E - OR IMMEDIATELY UPON COMPLETION OF ANY ' SLOPES 4 • G�p, u
cIZ
C. WATER - OLIVENHAZN MUNICIPAL
EXT. 1651 GRADED BETWEEN OCTOBER 1, AND APRIL 1•_. STREET IMPROVENENT PLAN ►O► i30f ND S`CA(E (Cil9) 4
46&1 WATER IFIC TE LEPHONE 298 - 059` EL CAMIIMO REAL
D. TELEPHONE PACIFIC TELEPHONE -753 -6461 SAN DIEGO REGIONAL STANDARD ORAWIIJGS (1986 EDITICN SPEEDY LUBE & TUNE'
INC.
- �
E. CABLE TV - DANIELS CABLEVISION 438 -524: EPPSION CON 266' CAMI110 DEL RIO SOUTH
�TL
SUITE 24'
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S :. IN CASE EMERGENCY WORK IS REQUIRE[- CONTACT SAN DIEGO.
CA 92108
OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK OJJ reegFrT AT (PHONE Ai _17';- jr.o.t
THIS PROJECT. PHONE: 1619) 944 -5070 ADf 100.06 TO ALL ELEVATIONS TO CONVERT TC U.S. S EQUIPMENT AND WORKERS FOR EMERGENCY
WORK SHALL DATUM
2. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE 01: BE MADE AVAILABLE AT ALL TIMES DURING THE
CALLS FOR INSPECTION. PHONE (619) 944 -5070. RAINY SEASON, ALL NECESSARY MATERIALS SHALT.
ALL WOPK PERFORMED WITHOUT BENEFIT OF BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
INSPECTION WILL BE SUBJECT TO REJECTION AND TO FACILITATE RAPID CONSTRUCTION OF TEMPORAPI'
REMOVAL. DEVICES WHEN RAIN IS EMINENT. M
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OF
MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION �
CONTROL DEVICES TO WORKING ORDEF TO THE IVATE CONNrIVACT
SATISFACTION THE CITY ENGINEER AFTER EACH PERMITS CITY Cr rt#ouITAS V
RUN -OFF PRODUCING RAINFAL im r OF �� l II
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL J MEIONE PERMIT No. U
EROSION CO MEASURES AS MAY BE REQUIRED ORA01N0 PLANS POP.
ENGINEER P' _ ENCIA��TA� SPEEDY UJBE
MAY ARRISE SE
THE CITY ENGINEER DUE TO UNCOMPLETED GFADItJc SPECIAL USE PERMIT NO.
OPERAI OR UNFORESEEN CIRCUMSTANCES WHICF TENTATIVE MM NO. 18729 !
i Leo C een� MARK
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CJYIMO REAL AND MOUNTAIN VISTA DRIVE �1
� g yJAY r! ' . '` .uals►nw: WCORDS OF 3AN DIEGO COUNTY 111
ELEVATION: 174 .847 DATUM: U. S. C ® G. S. «- - — ti"”" �� I 9-c7
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