1990-772 G (Plans) GUAKTITY
A. BEMRAL o. LANDECAFMIO LOOM Poo AWNS.
1. ALL WORK SHALL ME DONE IN AOOOROAMCE WITH THEM PLANS, THE STANDARD 1. ALL SLOPES SHALL ME PLANTED AND WASIATE) IN ACCORDANCE WITH PLANS PROPERTY
BOUNDARY -- - - -
SPECIFICATONS FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN APPROVED BY THE OTTY 000N PLANT SHALL OONPOI& TO THE CITY OF
CONSTRUCTION STANDARDS OF THE CITY OF ENCNSTAS AND THE SAN DIEGO ENCMIITAS GRADING ORDNANCE AND ALL ADOPTED LMNDOICAPE AND
teJ• . ...............
AMA ROOM M& STANDARD DRAWINGS. AMY CH AMM OR REVISIONS IRRIGATION 6TANDARMS EXISTING CONTOUR
T EREPROM SHALL BE APPROVED BY THE CRY ENGINEER PRIOf1 TO ANY I FINISH GIIADIIB AND PLANTING SHALL EE ACOOMPLISOO ON ALL SLOPE PIMOII
REOUINT FOR INSPECTION. TO OCTOBER 1 OR MA 7ILY UPON COMPLETION OF ANY SLOPES GRADED
2. THE SOILS REPORT TITLED 'PRELIMINARY SOILS INVESTIGATION FOR LOT 2 OF BETWEEN OCTOBER 1 AND APRIL 15. PROPOSED OONTOUA
MAP 0061 RANCHO EICINITAB DRIVE, OLIVENFHAII, CALIFORI4IA' PREPARED BY �p
MV ENGINEERING, INC. DATED FEBUARY IL 1M6 AND 'UPDATE PRELIMINARY E. BROOM CONT110L
PROPOSED ELEVATION
SOILS AND OEOTICHNICAVESTIGATION POR LOT 2 OF MAP 0061' PREPARED
L IN
BY MV ENGINEERING. INC. DATED JANUARY 1M1 SWILL BE CONSIDERED AS A 1. IN CASE EMERGENCY WORK 18 REOUIRM, CONTACT DONALD LASH URE AT (419)
PART OF THIS GRADING PLMN. ALL GRADING SHALL BE DONE IN ACCORDANCE 7904M& lur
LINE
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID & EOJN%NW AND WORKERS FOR EMRSEMCY WORK SWILL BE MADE AVALAKE DAYLKGHT
MM
REPORT. AT ALL I DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL
9. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION SE STOONPILED ON SITE AT CONVENIENT LOCATION TO FACILITATE RAPID
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONSTRUCTION OF TEMPORARY DEVICES WNW RAIN N SNOW. PROPOSED FILL
SLOPE
RIO f4)FLWAYS. SEPARATE APPROVALS AND PERMIT POR THESE SHALL M & DEVICES SHOWN ON PLANS SHALL NOT SE MOVED OR MOM Alm WITHOUT THE
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANT. APPROVAL OF THE EIIBMIIERNO INSPECTOR.
PROPOSED CUT SLOPE
4. WRITTEN RMISSION SHALL BE OBTAINED FOR ANY OFF411TE GRADING. 4. THE OONTRAI CTOR SHALL RESTORE ALL 5 In - M CONTROL DICES
TO
EN
S. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO WORMING 01111011111 TO THE SATISFACTION OF THE CRY ENGINEER AFTER EACH
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING RUIiCPF PRODUCING RAINFALL - - 2M L.F.
A
DAMAGED OR DESTROYED SHALL BE F49R M OR REPAIRED TO CONDITION S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MSABIIMS r
PVC STORM DRAIN
EXISTING PRIOR TO GRADING. AS MAY M RMOUIMD BY THE CITY EIBMEBR DUE TO UNCOMPLETED GRADING
& THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH OPERATION OR UNFORESEEN CICIAMTANCM WHICH MAY ARSE.
10 EA.
MARK WHICH IS DISTURBED OR DESTROYED SHALL N RE- FSTABM.ISHED AND & THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY CATCH
BASIN 'NOOKS TYPE'
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AM" WHEN IMPOUNDED
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY WATERS CREATE A HAiMOOUS ROM f110M. 260 S.F.
DEVICES, INCLUDING SIIORIIO, AND SHALL BE RESPONSIBLE FOR CONFORMING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ORAONG RETAINING
WALL GI
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS PAN SHALL ME INCORPORATED HEREON.
AND REGULATIONS. & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM _ SWALE
& GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. BLADED
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT SE CONDUCTED BETWEEN THE A ALL REMOVABLE PMECTWE DEWIOBS SWXBl SHALL ME IN PLACE AT THE ED
HOURS OF 6:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CRY OF EACH WORKING DAY WNW THE FIVE w DAY RAIN PROBABILITY POIMCA T
400 EA.
RECOGNIZED HOLIDAYS. EXCEEDS FORTY pMWMT 14NN. SILT AND OTHER DENIMS SHALL BE REMOVED il11IDBAGB
AFTER EACH RAINFALL
L NOTIFICATIONS
1 0. Slouw OEMNMATON OF Hn011oMBBOBO aLDPBS FAIL TO PROVIDE EFFECTIVE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND COVERAGE OF GRAM SLOPES MM OWAWAM PRIOR TO NOVEIEER IS,
STRUCTURES SHOWN ON THESE PLANS YAW OBTAINED BY A SEARCH OF THE SLOPES SHALL N STABILIZED WITH PUINCIOO STRAW INSTALLED IN
AVAILABLE RECORDS. TO THE EMT OF OUR KNOWLEDGE THERE ARE NO ACCORDANCE WITH SECTION UAW OF THE ISIOMOM AND SEDIMENT
EXISTING UTILITIES EXCEPT AB SHOWN ON THESE PLANS, HOWEVER: CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF UMAL D■MOIIPTWN
CONSERVATION. LOT S, MAP 001
THE CONTRACTOR N REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. ASSESSORS ►AMIXSML MISSION
IT IS THE CONTRACTOR'S RNPOFISESLRY TO OONRACT THE FOLLOWING 254.16149
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXOCAVATION, I, RALPH M. VMIJE, A RBGNTSIMD CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
VEIMFIC/►TION AND LOCATION OF UTILITIES AND NOTIFICATION OF PRINCIPALLY DOUG BUSINESS IN THE FOLD OF APPLIED SOIL MECHANICS, HERESY
COMMENCEMENT OF WORK: CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS COM TCNNS PREVALENT DONALD LASHURE
WITHIN THIS SITE WAS MADE BY ME OR 11110[!1 MY DIRECTION BETWEEN THE DATES 1206 RANCHO ENCINRAS DR.
SEWER (LEUCADIA COUNTRY WATER DISTRICT) 1.6004224133 JANUARY 2% 1M6, FEEUARY 9, 1M6 AND DBCSUNR HM. ONE COMPLETE COPY OF ENCISTAS, CA. 94094
SAN DIEGO GAS NL ELECTRIC 14600422.4133 THE SOILS REPORT AND UPDATE REPORT OOMPILM FROM THIS STUDY, WITH MY
WATER (OLNINHAIN MUNICIPAL WATER DISTRICT) 14MO 4994133 REpOMMINDATIO S, HAS SEEN SUMMIT= To TIM OFFICE OF THE CITY EGMMER. VM� OF iWORI(
PACIFIC BELL 14004224133 FURTHERMORE, I HAVE REVIEWED THMBE GRADING PLANS AND CERTIFY THE SOWARDS AND BROWN ENGINEERING
CABLE N (DIMENSION CABLE SERVICES) 1- 600422-4133 p)ECpMMIIIDATKXHM INCLUDED IN THE SOILS REPORT POR THIS PROJECT HAVE SEEN 2187 NEWCASTLE
AVE., SUITE 20E
INCORPORATED IN THE SPADING PLANS SPBDIPICATIONNS. CARDIFF w THE SEA, CA. 94007
& CONTRACTOR SHALL NOTIFY THE CRY ENGINEER'S OFFICE 46 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE. (61% 9444070 Q NI-col
ROF
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. SIGNED: �e r tAACp( y`l
PHONE: (610) 9444070. ALL WORK PERFORMED WITHOUT BENEFIT OF
INSPECTION WILL M SUBJECT TO REJECTION AND REMOVAL. E>DA. DATE ' z
cc No. 25115
* Exp. 12.31 -93 AL FArAM NOTES
C. GRADING •
!YVU
1. ALL GRADING BE NG SHALL INSPECTED AND TESTED w CUT -1,000 C.Y.
A QUALIFIED SOILS 1. TFMIORM(QUANTIT1Ea
ENGINEER OR UNDER HIIS DIRECTION. HE SHALL INSPECT AND TEST THE c ` ht 'r `
��:,� _ ...d C
EXCAVATION PLACEMENT AND COMPACTION OF FILL$ AND BACKFI LS AND FILL -100 C.Y.
COMPACTION OF TPNNDIMS. HIE SHALL SUBMIT SOILS REPORTS AB IT
REQUED 1 HERESY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1 EXPORT -1,000 C.Y.
M
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON HAVE EXERCISED IOWOMSELE CHARGE OVER THE DESIGN OF THE MOW= At
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS DEFINES IN SECTION MM OF THE BUE8S AND PROPESSIONS CODE, AND THAT THE 2.
STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING NI TO OCCUR N
SIN
AND TESTA WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 35%.
OPTION, ALL ENANNkNW S AND EXCAVATIONS WIRE CONSTRUCTED IN
ACO0MCE WITH THE APPROVED GRADING PLAN AND THAT ALL I UNDERSTAND THAT TWO CHECK OF PROJECT DRAWNNM AND SPSpFICATIONS BY 3
MAW VERTICAL DEPTH OF CLIT IS 9 POET.
11DA
EMBANKMENTS AND ENCAVATIO O ARE ACCEPTABLE FOR THEIR IN'TE IM USE THE COUNTY OF SAN 01@00 N OONPNIO TO A PIE ONLY AND DOM NOT RELIEVE MAXSMNJM
VERTICAL DEPTH OF FILL N S FEET. _
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL ENCAVATED SURFACES TO ME, AS ENGINEER OF WORN(, OF MY FESPONBIORMES FOR PROJECT DEMON.
4.
IHAg
. 2,4 FEET AVERAGE DEPTH OF CUT
PROVIDE POSITIVE DRAMAS[ AND PREVENT POMDIING OF WATER. HE SHALL SOWARDS AND BROWN E ODINRNG, INC. AREA OF CUT 2!,300
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOMMNG PROPERTIES OR 2187 NEWCASTLE AVE., SITE M2 ESSio, _
'Y uioF ► r�s e� Fu F
AREA OF ML !,300 - 1.! PINT AVBIIAOE 0lPT1 OF FILL
TO FINISHED W01M(
O THE SITE AD SMALL TAKE REMEDIAL MEASURES TO CARDIFF w THE SEA, CA 94007 !� A R. Bq�� ,j
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS t
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN c
& ALL AREAS TO BE FILED SHALL BE PREPARED TO BE FILLED AND FILL MALL BE w GATE I W o l� O c � No. 36191
�^
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE RANDY R. NICE 31"90 DA6 s
MATTER AND OBJECTIONABLE MATERIAL SHALL ME REMOVED w THE Exp-
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO M PLACED. 2
LOOSE FILL AND ALLUVIAL SONS SHALL BE REMOVED TO SWAN E FIRM ! �E
NATURAL aROUMD. THE EXPOSED SOILS MILL BE SCARIFIED TO A DEPTH OF r OF C N►
AND THMN COMPACTED TO A MINIMUM OF 90 PERCENT. R SHALL M THE
CONTRACTOR'S REMOMSIS LRY TO PLACE, SPREAD, WATER AND COMPACT THE
� I�F ��61�1TA0
14LL IN STRICT ACCORDANCE WITH 4. CUT AND PILL SLOPE SHALL BE AND TRIMMED TO FI141SH1 GRADE TO
= PRODUOE SMOO4H SUVOM EB AND LXN OIMM CROP SECT )NS. THE NAPES OF
o
1900 EXCAVATIONS AND EMBANKMENTS SHALL N SHAPED, PLANTED AND TRIMMED
Q AS DIRECTED w THE ENOINNR OF WORK AND LEFT IN A NEAT AND ORDERLY
� N CONDITION. ALL :TONE, ROOTS AND OTHER WASTE MATTER EXPOSED OR
z .M
EXCAVATION OR EOMNMNT SLOFM WMIICH ARE LIABLE TO BECOME
JAIK LOOBElED SHALL SE REMOVE) AND BISPOSM OF THE TOE AND TOP OF ALL
SLOPES SHALL ME ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
w/ DYC S. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE to
No COLLECTED, PIED OR OTHERWISE DWKWW OF OFF THE SITE BY THE
CONTRACTOR $0 AS TO LEAVE THE AREAS THAT HAVE EVEN CLEARED WITH A
g NEAT ARID PINNIGHM APPEARANCE FIDE PROM UNSIGHTLY DENNIS. APPROVAL
OF LOCATION OF DNRIS FILL S BE SECURED FROM THE SOILS ENGINEER
p O AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
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PUBLIC WORKS DEPARTMENT DRAWING N0. LLJ 0
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTR 15 APPROVALS CITY OF ENCINITAS PUBLIC
WORKS DEPARTMENT DRAWING NO. W Q
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