1990-769 G (Plans) I
I
9eeoINIM NOT= D. LANDSCAPING
A. GENERAL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
APPROVED BY THE CITY ENIMNESR. PLAN SMALL ODWORMM TO THE CITY OF
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE
AND La0O1D
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTOR, THE DESIGN IRRIGATION STANDARDS.
CONSTRUCTION STANDARDS OF THE CITY OF ENCIWTAS AND THE SAN DIEGO I FINISH GRADING AND PLANTING SHALL SE ACCOMPLISHED ON ALL SLOPES PRIOR PROPERTY
BOUNDARY
AREA REGIONAL STANDARD DRAWINGS. ANY CMANM OR REVISIONS TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADSE
THEREFROM SHALL BE APPROVED NY THE CRY INWMM PRIOR TO ANY BETWEEN OCTOBER 1 AND APRIL 15.
REQUESTPOR INSPECTION. CONTOUR _ �4 ro _.__.
I THE SONS REPORT TITLED '080 5CHNICAL INVESTIGATION, ADDITION TO E. EROSION OONTIIOL ...
EXISTING RESIDENCE, 12M HYGEIA AVENUE, LEUCADIA, CALIFORNIA' PREPARED
By HETHER INGTON ENGINEERING INC. DATED JANUARY 19. IM SMALL BE 1. IN CASE EMERGENCY WORK 18 REQUIRED, CONTACT JEFF FERMNALD AT (8IWW E
ELEVATION f - ...........
CONSIDERS AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE 2015.
IN ACCORDANCE WITH THE ROOM IONDATIONS AND SPECIFICATIONS I EQUIPMENT AND WORKERS FOR EMENONCY WORM( SHALL M MADE AVAILABLE
CONTAINED IN SAID REPORT. AT ALL TIMES DURING THE RAINY SEASON. ALL NBCESMRY MATERIALS SHALL PROPOSED CONTOUR
& APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES. LOCATION BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FMXILRATE RAPID
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONSTRUCTION OF TEMPORARY DEVICES MINI RAIN 0 EONSNT.
RKGHT4 F•WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE S. DEVK:EB SHOWN ON PLANS SWILL NOT SE MOVED OR On In WITHOUT
THE PROPOSED ELEVATION
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. APPROVAL OF THE ENGINEERING IIBPBC I
4. WRITTEN PEMNSSION SHALL SE OBTAINED POR ANY OFF-BITE GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUITED TO WORKING ORDER TO THE SATISFACTION OF THE CITY E4GINER AFTER EACH DAYLIGHT
LINE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING RUN-OFF PRODUCING RAINFALL.
DAMAGED OR DESTROYED SMALL BE REPLACED OR REPAIRED TO CONDITION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL BRCIBM CONTROL MEASURES
EXISTING PRIOR TO GRADING. AS MAY BE REQUIRED NY THE CRY 01881801 OUR To UNCOMPLETED GRMON G BLADED SWALE
8. THE DEVELOPER SHALL SE RESPONSIBLE THAT ANY MONUMENT OR BENCH OPERATION OR UMNFORESSE N CIICIMMBTAIC88 WHICH MAY ARISE.
MARK WHICH 18 DISTURBED OR DESTROYED SHALL SE RE- WABUSHE0 AND Q THE CONTRACTOR SHALL SE RESPONSIBLE AND SHALL TAKE NECESSARY
REPLACED BY A REGISTERED CARL ENGINEER OR A LICENSED LAND SURVEYOR. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IiMPOUNDID KNOW DIRECTION
-
7. THE CONTRACTOR SHALL DESIGN, OONSTWjCT AND MAINTAIN ALL SAFETY WATERS CREATE A HAZARDOUS CONDITION.
DEVICES, INCLUDING SHORING, AND SHALL M RESPONSIBLE FOR CONFORMING 7. ALL EROSION CONTROL MBABNRM PROVIDED PER THE APPROVED GRADING
TO ALL LOCAL, STATE AND FEDERAL SAPETY AND HEALTH STANDARDS, LAWS PLAN SHALL BE INCORPORATED IIBMON. CONCRETE SIDEWALK (8•7)
AND REGULATIONS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE41ALF (1/A MILE OF A THE FACE OF SLOPE AT THE CONCLUSION OF MOM WORM( DAY.
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT U , CON BETMA THE
HOURS ALL REMOVABLE PROTECTIVE DEVICES SHOTMI SHALL SE IN PLACE AT THE O0 C ONCR E TE MASONRY RETAINING WALL
RECOGNIZED HOLIDAYS. 5:80 P.M. AND 7:20 A.M. A M. NOR ON SATURDAYS, SAYS AND CRY OF EACH WONOW DAY WNW THE FIVE A BAY RAIN PROSABNITY FFORIBCAST 040
1t OETAIL SHEET 2)
EXCEEDS FORTY PEIONNI (NMI. SILT AND OTHER DNNMS SHALL SE REMOVED
9. NO GRAD" OPERATION SMALL COMMENCE UNTIL A PREGIIADNNG MEETING HAS AFTER EACH RAINFALL
BEEN HELD ONSITE OPL
WITH THE FOLLOWING PEE PRESENT: CITY IN&MICTOR, SANDBAGS
CIVIL ENGINEER, SOILS ENCGINEEI, GRADING CONTRACTOR ARID PEMEMTTEE. THE 10. SHOULD OEMBNATWN OF HYDRDSN� SLAW= PAL TD PROVIBE EFFECTIVE
PRE-0RADE MEETWO SMALL SE SCHEDULED VNIM THE CRY AT LEAST M HOURS COyERAGE Of GRADES SLAP88 MM OOV�A" PIM0111rX NOVEIMI l9, THE
IN ADVANCE LV CALLING MA HE FOUNDATION SLOPES SMALL SE STABILIZED WITH MUNCHED BMW INSTALLI D IN STORM DRAIN PIT
10. NO I4SPECTIONi BEYOND THE FOUNDATION ARE TO SE PROVIDED SY THE ACCORDANCE WITH SECTION U.M0 OF THE EROSION AND SESMIONT CONTROL
BUILDING DEPARTMENT UNTIL RECEIPT OF THE RD" GRADING APPROVAL HAN== OF THE STATE OF CALIFORNIA DRPARTMENT OF CONSERVATION.
NOTICE APPROPRIATELY SIGNED BY THE S E PUBLIC WOR EIOINEEIING TYPE T CATCH SAME IaMI
INSPECTOR.
I. MARK D. MRTHBRN1810N. A NBOWTER80 CIVIL ENGINEER IN TM STATE OF TRENCH DRAIN
B. NOTIFICATIONS CALIFORNIA, PRINCIPALLY DONS BUSINRSE IN THE FIELD OF APPLIED SON
MECHANICS, MEMORY IDENTIFY THAT A SAMPLING AND STUDY OF THE SOILS
1. THE EXISTENCE AMID LOCATION OF 1N DNNINOUN0 UTILITY IN AND CONDITIONS PREVALENT WTRIHIN THIS BRIE WAG MARE BY ME OR UNDER
MY STORM DRAIN PIPE
STRUCTURES SHOWN ON THESE PLANE WINE! OBTAINED BY A SEARCH OF DIRECTION BETWEEN THE DATES JANUARY 4. ISM ARID JANUARY 24, 191110.
ONE
AVAILABLE RECORDS. TO THE BEST OF OUR K NOMAJOGE 71101E ARE NO COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
MY
EXISTING UTLff= EWE" AS SHOWN ON THESE PLAN, HOWEVER: RECOMMENDATIONS, HAS SEEN SUBMITTED TO THE OFFICE OF THE CITY SIMMER.
THE CONTRACTOR IS MCxIN� TO TARN DINE PR■CAURIONAIIY MEASURES TO �, I HAVE REVIEWED "MISS! GRIAOMEl KAMN AID OlFMPY THE
PROTECT ANY W887MM UTLITES CA STRUCTURES LOCATED AT THE WORK SITE. INCORPORATED TIONS NDA E SPACING IN 111E SONS I ORFr /bll THIS PROJECT HAVE SEEN LOSAL
0090POPTION
INCORPORATED IN THE WMN/B PLAIN AND DNS.
IT IS THE CONTRACTOR'S RBGPORIBIBIUTY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, Ilk I k PORTION OF LOT 1, BLK 7, MAP 17M
VERN9CATION AND LOCATION OF UT MOS AND NOTIFICATION OF SIGNED- � S ET H E,p "y fs
COMMENCEMENT OF WO �� `i AsSMSOM PAMIOBL
W. INI�M
ROE NO.:
SEWER (IEUUCADI/A COUNTY WATER DISTRICT) 751.0155 EXP. DATE w f:o. 397
°' == a 254.201.19
SAN DIEGO GAS 8 ELECTRIC 4164M Exp. Dale
WATER (OLN ENHAIN MUNI CIPAL WATER DISTRICT) 7534M F
f l ro TECNN���
CAKE TV QOM CAKE 4364M 4 ALL GRADING SMALL SE DONE UJNDSR THE 4� T OF A QUALIFIED SOILS DAVID t TRACY CONNELL
ENGINEER AND EIONNIRING GEOLOGIST, IN ACOORDMOE WITH THE 1231 HYGEIA AVENUE
I CONTRACT0R SHALL NOTIFY THE CITY ENGINEER'S OFFICE M HOURS PRIOR TO RECOMMENDATIONS SET FORTH IN THE SOILS AND GEOLOGICAL REPORTS. LEUCAADIA,
CALIFORNIA 28054
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (81S) 9444070
& THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (81N 96440710. ALL WORK 101-1GIM ES) WITHOUT BENEFIT OF
INSPECTION WILL SE SUSJECT TO REJECTION AND REMOVAL.
C. GRADING
04SI/81 OF WORM( PON THIS PROJECT, THAT I SEEN MERELY M RETAINED THAT A REGISTERED SOILS ALL SW N1011 M 41TY AN
1 HERESY DECLARE THAT I AM THE AD
SEEN OR WILL SE R[TAIIEO TO SUM�MVISE WO ALL BRAIDING AC'TIVRV AND ADVISE
1. ALL GRADING SMALL SE INSPECTED AND TESTED BY A QUALIFIED SOILS HAVE EXERCISED RESPONSIBLE CM OVER THE BES1ON OF THE PROJECT AS ON
THE COMPACTION AND STABILITY OF THIS SITE.
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE DEFINED IN SECTION 97M OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE
EXCAVATION PLACEMENT AND COMPACTION OF PILLS AND LACK ILLS AND DESIGN IS OONsWTENT WITH CURFEW STANDARDS. /C� ,Q
COMPACTION OF TIIBNCHlES. HE SHALL SUBMIT SOILS REPORTS AS REOUNRED L /l� U. f O I
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATDNAL. UPON 1 UNDERSTAND THAT THE CHECK OF PRDSCT DRAWINBS AND SPECIFICATIONS BY DAVDOONJNLL
DATE
COMPLETION OF MMBINL OPERATIONS TIE SHALL STATE THAT INSPECTIONS THE CRY OF ENCIMTAS IS m 13 N NO TO A REVIEW ONLY AND DOES NOT RELIEVE ME.
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS AS ENGINEER OF WORK, OF MY RSEPONSIBILmes FOR PROJECT DESIGN.
OPINION, ALL E BANIMMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL SOWARDS AND BROWN E4GINEERMKi, INC. TRACY DATE
EMBANKMENTS AND DICAVATONS ARE ACCEPTABLE FOR THEM INTENDED USE. 2187 NEWCASTLE AVE., SUITE 202
I THE CON TRACTOR SHALL PROPERLY GRADE ALL EX CAVATE D S UIM:AC ES TO CARDIFF BY THE SEA. CA OW o of ESSIp�,
PROVIDE POSITIVE CONTROL SURFACE WAR VOID DAMAGE ADJOINING PROPERTIES OR / y� R. Bg
TO FINISHED WORM( ON THE SITE AND SMALL TAKE PU M■ L44L MEASURES TO BY DATE BNVSIOIMIRTAIL
PIIl�T9ji0 GOCQT /ON OF PREVENT EROSION OF PRESIILY OMOED AREAS UNTIL SUCH TIME AS RANDY R. M AM U Fu No. 36190 RTl1118W
NOTES
� 3
FJCPt9Arr O/Rr. 4PN Y14- tG1 -18 PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE SEEN E) p. 6 -30 -92 1 EARTHWORK QUANTITIES
8. ALL AREAS TO M FILLED SHALL SE PREPARED TO SE FILLED AND FILL SHALL BE J'f CUT - S00 C.Y.
PLACED IN AOOOIIDAIM WITH STANDARD SPECIFICATIONS. ALL VEGETABLE Cµ�E�� FILL - o C io
MATTER AND CLIEC110NABLE MATNMAL SHALL SE REMOVED BY THE C.V. (SEE LRIRtT 2 FOR PROPOSED LOCATION AND GRADINOI
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO SE PLACED. 2. STEEPEST EXISTING SLOPE WM CUR RRE THE
PROPOSED GRADING IS TO OC IS
1 LOOSE FILL AND ALLUVIAL SOILS SMALL SE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL SE SCARIFIED TO A DEPTH OF P 10%
AND THEN OOMPACTED TO A MINIMUM OF M PERCENT. IT SHALL BE THE
� (� s• � 2. MAXIMUM VERTICAL DEPTH of our IS 9.5 F82T.
1, � CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD. WATER AND COMPACT THE MAXIMUM VERTICAL DEPTH OF FILL IS &0 FILET.
\ e N FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. Ri
F+ "' 4. CUT ARID FILL SLOPES SMALL SE CUT AND TIIIIIBIlO TO FMSSM GRADE 70 Al1EA OF CUT RIND FT. ,
'F `� SMOOTH SURFACES AN
PRODUCE RFACES D UINPORM d10SE SECTIONS. THE SLOPES OF
OF
EXCAVATIONS AND EMBANKMENTS SHALL SE SHAM PLANTED AND TRI MMMED 4.
CEUGgp tSLV0
AS DWAC ED BY THE RNGINNIR OF WORM( AND LEFT IN A NEAT AND ORDERLY -
DERLY - 8.0 FEET AVERAGE DEPTH Of CUT
OF FILL SILO FT
CONDITION. ALL STOVE, ROOTS OILIER WASTE MATTER mo D OR VOL LIME
IME
AREA OF FILL 000 FT. - 1.1 FEET AVERAGE DEPTH OF FILL
EXCAVATION OR EEANIGMENT SLOPES WHICH ARE LIABLE To TO SECONDS
1 p LOOS/NRO 04ALL SE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL Li
x\11;1\ n SLOPES SMALL M ROUINES 0 ACCORDANCE WITH THE SPASM ORDINANCE.
5. ALL THOSE, MUSH, GRASS, AND OTHER OBJBCTONALLE MATERIAL SHALL SE LLJ
COLLECTED, FILED OR OTHER DISP OSED OF O T H E SITE BY THE
\� NEA CONTRAC FINISHED FREE FROM UNSIGH DEBRIS. Q APPROVAL
•A•tL$.F R.R.
OF LOCATION OF DNMMS FI BCXIUREO
LL SHALL M S FROM THE SONS ENGINEER Z
AND CITY OM PRIOR TO THE DISPOSAL OF ANY sucH MATERIAL zowmw ?Y QI vagi r cn
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REVISIONS APPROVED DATE REFERENCES DATE � AC M BCALF �� DIBTACT APP11"AU CITY OF ENC p*MrA8 PUBLIC WORKS
DEPARTMENT DRAWING NO. W Q CL
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DESIGNED BY I DRAWN BY I CJ 7-
REViS!ONS APPROVED DATE REFERENCES DATE BENCH MAW CALF DIAL DBTPVCr I I AFR"AU CITY OF ENCINMAS PUBLIC
WORKS DEPARTMENT DRAWING NO. W Q CL
LIX1NTY6ENCNMdA'K 0_407,L5'NArN.E PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D APPR ED GRdOIA/G PLAN FOf?
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