1996-4761 G (Plans) GRADING PLAN GENERAL NOTES AND CERTIFICATES C GRADING E, HYDROSEED FILL NOTES,
1,FILLS TO BE KEYED i BENCHED AS SHOWN INTO EXISTING GROUND DES 1 G N S BY P R O J E C I INFORMATION
WHERE EXISTING SLOPES ARE STEEPER THAN 64
GENERAL I, ALL GRADING SHALL BE OBSERVED AND TESTED BY A 1, HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT 2,FIN164ED FILL TO BE NO STEEPER
THAN 24
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION, ARE GRADED &I (HORIZONTAL TO VERTICAL) OR STEEPER STANDARD
BERM OWNER; MR, t MRS, HEALY RESIDENCE 8
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION WHEN THEY ARE" COMPACTED FILL 1533
CALLE RYAN
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF PLACEMENT AND COMPACTION OF FILLS AND a,THREE FEET OR MORE IN HEIGHT IN FILL AREAS, zON�
of LooSE ENCINITAS,CA 92024
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA 13ACKPILLS AND COMPACTION OF TRENCHES,HE/SHE SHALL b, 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS IZ"
SURFACE SOIL
REGIONAL STANDARD DRAWINGS,ANY CHANGES OR SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EXISTING
SURFACE SITE ADDRESS-
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY THE SUITABILITY OF ANY FILL MATERIAL, UPON EROSION RESISTANT CHARACTER OF THE MATERIAL AS r
-�nN�'` zMAk LLOYD 4 AS50CIATES LOT !h 1 CAMINO DEL RANCHO
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE APPROVED BY THE CITY ENGINEER, YD
Curtis Drtve
2, THE SOILS REPORT TITLED _wgr ` PREPARED BY-- THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR 2, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF
THE ~ -� 1 OLIYENHAIN
SHALL BE CONSIDERED AS A UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HORIT BENCHES `
TOEFRM GROUND Ytsta, CA 92084_
PART OF THIS GRADING PLAN,ALL GRADING SHALL BE OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE HYDROSEEDED GROWTH,
INTO FIRM GROUND Ph # 619-631-4451 2(o4-2�O-0�
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING nwa..p ..u. duorv�aeeaut
3, HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING= TOE KEY WIDTH TO BE DETERMINED
SPECIFICATIONS CONTAINED IN SAID REPORT, PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE I, SEED MIX SHALL CONSIST OF NO LESS THAN= BY
SOILS ENGINEER(NOT LESS THAN to') ZONE RR
I._�
3, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL ACCEPTABLE FOR THEIR INTENDED USE, a, 20lbs,PER ACRE OF ROSE CLOVER
OF SIZE, LOCATION AND TYPE OF DRAINAGE FACILITIES, 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED b, 20 Ibs PER ACRE OF ZORRO FESCUE Lot
Size 44,0 11,5 SQ FT
NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS, SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT c, 3 Ibs PER ACRE OF E SCHOOL CIA CALIFORNIA ENVIRONMENTAL
DATA=
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PONDING OF WATER,HE/SHE SHALL CONTROL SURFACE d, 4 Ibs, PER ACRE OF ACHILLEA MILLEFOLIA p STEEPEST EXISTING
NATURAL SLOPE ON SITE ReSidenC g S��
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS, WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR e, 3 Ibs,PER ACRE OF ALYSSUM (CARPET OF SNOW)
4, WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- TO FINISHED WORK ON THE SITE AND SHALL TAKE F, 1/2 lb,PER ACRE OF DIMORPHOLECA 2) MAXIMUM
VERTICAL DEPTH OF CUT = _3, _ L IV(ng 3,300,0 SQ FT
SITE GRADING, REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY g, ITEMS c, d, e, ANp f OF THIS SUBSECTION -
5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE MAY BE OMITTED ON LOCATIONS WHERE THE 3) MAXIMUM VERTICAL
DEPTH OF FILL Garage =
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AREA BEING HYDROSEEPED IS NOT VISIBLE 861,33
SQ Ft
GRADING OPERATIONS.ANYTHING DAMAGED OR DESTROYED 3, ALL AREAS TO BE FILLED SHALL BE PREPARED t0 BE FROM EITHER A PUBLIC STREET OR (oOO C,Y, X
21 DECKS 450,0 SQ FT
SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH RESIDENTIAL STRUCTURE, 4) AVERAGE DEPTH OF CUT =
------------- - 2 45 ----
PRIOR 70 GRADING, STANDARD SPEGIFICA710NS, ALL VEGETABLE MATTER AND h, ITEMS IN THIS SUBSECTION MUST BE SF
6, THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE INOCULATED WITH A NITROGEN FIXING FOOL
Print = 4,16L33 SQ FT
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS BACTERIA AND APPLIED NITROGEN
DRY EITHER BY
DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A TO BE PLACED,LOOSE FILL ALLUVIAL SOILS SHALL DRILLING OR BROADCASTING BEFORE (OOO COVERAGE ,0
g%
REGISTERED CIVIL ENGINEER OR LICENSED LAND BE REMOVED To SUITABLE FIRM NATURAL GROUND, THE C,Y,X 21- 3,48 _
SURVEYOR, EXPOSED SOILS SHALL BE SCARIFIED t0 A DEPTH OF 6" HYDROSEEDING, 5) AVERAGE DEPTH OF FILL - ------------- -_ _
1, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT, IT L ALL SEED MATERIAL SHALL BE TRANSPORTED 4C�5O__SF
M In, Grading �(ui ed
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, TO JOBS►TE IN UNOPENED CONTAINERS
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SPREAD, WATER AND COMPACT THE FILL IN THE STRICT WITH THE CALIFORNIA DEPARTMENT OF FOOD SOIL TYPES 6
CONDITION OUT 600,0 CY
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ACCORDANCE WITH THE SPECIFICATIONS, AND AGRICULTURE CERTIFICATION TAG TOPSOIL - SM NONEXPANSIVE
REGULATIONS, 4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO ATTACHED TO, OR PRINTED ON SAID UNDERLIEING TOPSOIL = DECOMPOSED GRANITE
(SM-SC) FBI .L� (000,0 CY
8, GRADING AND EQUIPMENT OPERATION WITHIN ONE-HALF FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CONTAINERS, LOW TO MEDIUM EXPANSIVE
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL CROSS SECTIONS, THE SLOPES OF EXCAVATIONS AND J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE THE NEAREST
KNOWN ACTIVE FAULTS ARE THE ROSE CANYON,
NOT BE CONDUCTED BETWEEN THE HOURS OF 530 p,m,AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS ADDED TO THE HYDROSEED SLURRY AT THE ELSINORE,
AND SAN JACINTO FAULTS, LOCATED APPROXIMATELY IMPORT 0,0 CY
130 am,NOR ON SATURDAYS, SUNDAYS AND CITY DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT DISCRETION OF THE CONTRACTOR. 25 MILES AND 10 MILES
TO THE SOUTHWEST, AND 80 MILES TO THE
RECOGNIZED HOLIDAYS, AND ORDERLY CONDITION,ALL STONES,ROOTS AND OTHER 2, TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 NORTHEAST OF THE
SITE EXPORT 0,0 C1-
9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT Ibs, PER ACRE, TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED,
PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ALL OR PARTFOR HYDRAULICALLY APPLIED FIBER MATERIALS, SOILS
ENGINE
FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL REMOVED AND DISPOSED OF,THE TOE AND TOP OF ALL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY ENGINEERING
DESIGN GROUP MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO 1510 SLOPE FOR DRAINAGE
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE THE SOIL, 415 Carmel St MAINTAIN
2�o SLOPE AWAY FROM BUILDING
PERMITtEE, THE PREGRADING MEETING SHALL BE SCHEDULED GRADING ORDINANCE. San Marcos, CA 92069
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY 5, ALL TREES,BRUSH,GRASS,AND OTHER OBJECTIONABLE 3- FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16- 619-152-1010
FOR A MIN, OF 5 -011
CALLING (619) 633-2110, MATERIAL SHALL BE COLLECTED,PILED OR OTHERWISE 20-0,WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs,
DISPOSED OF OFF SITE BY THE CONTRACTOR SO AS TO PER ACRE, $OILS ENGINEI=R,;z RTIFICATE 1
10, PRIOR t0 HAULING DIRT OR CONSTRUCTION MATERIALS t0 AREAS TO BE HYDROSEEDND SHALL BE PREPARED PRIOR TO EXISTING GRADE
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT � y
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, HYDROSEEDING BY= I, __'! _� �j _ _
____________ A REGISTERED CIVIL ENGINEER IN THE STATE OF FINISHED GRADE
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE 1, ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A CALIFORNIA,
PRINCIPALLY DONG BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND SECURED FROM THE SOILS ENGINEER AND THE CITY ENGINEER COMBINATION OF- HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, a, TRACK WALKING SLOPES STEEPER THAN 6=1, WITHIN THIS SITE
WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES DAY-LIGHT LINE
REGARD TO THE HAULING OPERATION, b, RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE _ ----------AND
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 2, CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY ✓`0.0' FINISHED ELEVATION
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR D, EROSION CONTROL PLANTING BY= RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
THE CITY ENGINEER.
FINAL RELEASE OF SECURITY, AN AS-GRADED a, ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A FURTHERMORE I HAVE REVIEWED THESE PLANS AND CERTIFY
THAT THE RECOMMENDATIONS
CERTIFICATION SHALL BE PROVIDED STATING: "THE DAMP BUT NOT SATURATED SEED BED, INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCORPORATED IN THE DIRT BROW DITCH
GRADING UNDER PERMIT NO, __ 4161-G - HAS BEEN 1, IN CASE EMERGENCY WORK IS REQUIRED,CONTACT _M!L b, THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENTS, GRADING
PLANS AND SPECIFICATIONS,
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE _pL _ AT - = ....... (PHONE NO,) LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 2- EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE CONDITIONS FOR GROWTH, YQpFesrco
____ _____ ,� j� CUT BANK 2=1 SLOPE
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED MADE AVAILABLE AT ALL TIMES DURING THE RAINY HYpROSEEDED AREAS SHALL BE MAINTAINED 70 PROVIDE A VIGOROUS
SIGNED --- - y1�y�N No9 `�c, w
BY HT E DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO SEASON,ALL NECESSARY MATERIALS SHALL BE GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR -
STOCKPILED ON THE SITE AT CONVENIENT LOCATIONS TO AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING,UNTIL RCE NO "% _ ________ No.476n
m "
CERTIFIES SUCH GRADING OPERATION, =__ �____
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED, - ,t EO' 120 ""',
FILL BANK 2=1 SLOPE
WHEN RAIN IS IMMINENT. EXP, DATE=_ 1_`'L____ clv►�
3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR - -° 'a>rc
B NOTIFICATIONS MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING GENERAL NOTES sx
INSPECTOR, 1, ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO AREA
I, THE EXISTANCE AND LOCATION OF UNDERGROUND UTILITY 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL REGIONAL STANDARD DRAWINGS, DECLARATION OF
RESPONSIBLE CHARGE a°
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE 2, A SOILS REPORT WITH COMPACTION TESTS ►S REQUIRED FOR ALL FILL
OVER I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK.FOR THIS PROJECT
OBTAINED BY A SEARCH OF AVAILABLE RECORDS,70 THE CITY ENGINEER AFTER EACH RUNOFF PRODUCING 12" IN DEPTH, CERTIFICATION OF FILL COMPACTION AND TWO THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE LA coSTA Av W 4
RAINFALL.
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING COPIES OF THE COMPACTION REPORT, FILLED OUT BY A REGISTERED ENGINEER, ARE PROJECT AS DEFINED IN SECTION
6103 OF THE BUSINESS AND PROFESSIONS z o�
UTILITIES EXCEPT AS SHOWN ON THESE PLANS,HOWEVER, 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION TO BE SUBMITTED AFTER THE GRADING IS COMPLETE, CODE,
AND THAT THE DESIGN 18 CONSISTENT WITH CURRENT STANDARDS,
THE CONTRACTOR IS REQUIRED TO TAKE DUE CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY 3, AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY WORK WITHIN PUBLIC I
UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR RIGHT-OF-WAY, BY THE CITY OF ENCINITAS IS
CONFINED TO A REVIEW ONLY AND DOES NOT o
UTILITIES OR STRUCTURES LOCATED AT THE WORK UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE, 4, ALL EARTH WORK QUANTITIES ARE ESTIMATED QUANTITIES ONLY AND ARE
NOT - RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 4P
ENGINEER OF WORK= o
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL LAKE TO BE CONSIDERED FINAL PAY QUANTITIES, PHONE=
OLIYENHIN RD 1A
TO CONTACT THE FOLLOWING OWNERS OR SAID NECESSARY PRECAUTIONS 70 PREVENT PUBLIC TRESPASS 5, DRAINAGE SHALL NOT BE DIVERTED ONTO ADJACENT PROPERTIES, MI
ADDRESS=
OLIVENHIN
UTILITIES OR STRUCTURES PRIOR TO ANY ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS 6, THE OWNER OR HIS REPRESENTATIVE SHALL VERIFY THE EXACT BUILDING z
`� '},, _ os �ssi®, DATE `` '
EXCAVATION, FOR VERIFICATION AND LOCATION OF CONDITION, PLACEMENT AND THE EXACT LOCATION OF ALL UTILITIES BEFORE GRADING (SIGNATURE) o
,� - f/c,- is a
4 c
ALL EROSION CONTROL MEASURES PROVIDED PER THE ; ' ; . , F:rt
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF 1, A REGISTERED CIVIL ENGINEER SHALL BE RETAINED 70 PERFORM ANY SOIt„S �,as `�a �,' RC NOS- �>
'"� � � ;� �a� �? P, DATIr
WORK APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON, TESTING OR CIVIL ENGINEERING REQUIRED TO COMPLETE THE GRADING WORD �a�
a, SEWERS -------cftff___- PHONE_1199:-122bi!%L 8, GRADING AREAS AROUND THE PROJECT PERIMETER MUST 8, ALL GRADING SHALL BE SUPERVISED BY A.`REGISTERED CIVIL
ENGINEER. p G n;f LONE �0 �
DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION 9, A MIN,OF 2% SLOPE, FOR A MIN, DISTANCE OF FIVE (5) FEET, IS REQUIRED `^ = q`ip(g6 t os"
h s -
b. GAS 4 ELECTRIC _�9"g4E___ PHONE?AQ_§L-a4§3 OF EACH WORK DAY, AWAY FROM ALL STRUCTURES, p
c, WATER ______r�t7�2__PHONE___1$0o-�? B3_ 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN 10, THE FACE OF ALL CUT AND FILL SLOPES IN EXCESS OF THREE
(3) FEET IN ;>. clv1
OWNER'S CERTIFICATE 6 oOr- ��a
d, TELEPHONE ____PAC_@€Ll PHONE_1$oo ? t3�_ PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE HEIGHT SHALL BE PLANTED AND MAINTAINED WITH GROUND COVER OR
OTHER PLANTING I (WE) HEREBY CERTIFY THAT A RE TLS ENGINEER OR GEOLOGIST a V
e, GABLE 7V ______________PHONE_►$®®�2z133 (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY TO PROTECT SLOPES FROM ALL EROSION OR INSTABILITY,PLANTING SHALL
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY VICINITY MAP v
PERCENT (40%).TESILT AND OCHER DEBRIS SHALL BE COMMENCE AS SOON AS SLOPES GRADING CONSTRUCTION.SHALL BE COMPLETED AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE, NTS +&
2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S REMOVED AFTER EACH RAINFALL, PRIOR TO FINAL APPROVAL OF GRADING AND CONSTRUCTION, `
OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 10, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO 11, CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE
�_ � DATE=
THIS PROJECT, PHONE 633-2110; PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90 K CONDITIONS DURING THE COURSE OF THIS PROJECT, INCLUDING SAFETY OF ALL SIGNATURE
ALL WORK PERFORMED WITHOUT BENEFIT OF COVERAGE) PRIOR t0 NOVEMBER 15, THE SLOPE SHALL BE PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
��
INSPECTION WILL BE SUBJECT 70 REJECTION AND STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE BE LIMITED TO NORMAL WORKING HOURS,CONTRACTOR SHALL DEFEND, INDEMNIFY AS
- gu �T PLOT / GRADINa.. P A N REMOVAL, WITH SECTION 35.023 OF THE EROSION ANp SEDIMENT CONTROL ANp HOLD THE OWNER ANp THE ARCHITECT HARMLESS FROM
ANY AND ALL LIABILITY, y W
HANDBOOK OF THE STATE OF CALIF, DEPARTMENT OF CONSERVATION, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, RESIDENCE
FOR: MR" MRS" HEALY RESIDENCE
EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ARCHITECT, s►cNnTUaE
C03845G 3 3t-t71 4✓1747 Lu
RCM MP. DATE - CKTR: - $117 CAMINO DEL RANCHO
REVISIONS PPROVE RATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT
As 6UIL7 'x ��•� ate. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO, dk�
- GRAD OLSEN 6U-2113 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED
MAN HOLE 028
LE, 1061,38 HORIZONTAL _ �����
�_rk DATE 5/28/96 Grading and Erosion Control Plans= 4761�i zn
LOCATED AT CAMINO DEL RANCHO RD VERTICAL A_ l�G `- ,, 'PI Z0116 M�1NN/NG ,ENG/N FR/NG R G E NO: C038456 BY _ Parcel 3, P M 13111
0 4
DATE ENGINEER EXP, 3/97 DATE= ' (��� DATE=
WORK PROJECT NO. SHEET 1 OF 2
GENERAL NOTES
1, ALL GRADING DERAILS WELL BE IN ACCORDANCE WITH SAN DIEGO AREA FILLS TO BE EYED !BENCHED AS SHOWN INTO EXISTING GROUND P R
O JE C�' I N FO R M A T f 0 N
REGIONAL STANDARD H COMPACTION WHERE EXISTING SLOPES ARE STEEPER THAN 64
Z, A SOILS REPORT WITH COMPACTION TESTS IS REQUIRED FOR ALL FILL OVER
12" IN DEPTH,CERTIFICATION OF FILL COMPACTION AND TWO 2 FINISHED FILL TO BE NO STEEPER THAN 21 �UI�I�[ MR, t MRS, NEALY
RESIDENCE
-F
COPIES OF THE COMPACTION REPORT, FILLED OUT BY A REGISTERED ENGINEER, ARE STANDARD BERM
TORE SUBMITTED AFTER THE GRADING IS COMPLETE, COMPACTED FILL 1533 CALLE RYAN
3, AN Et CR�ACHMENT PERMIT WILL BE REQUIRED FOR ANY WORK WITHIN PUBLIC ONNEAOrE DOSE ENCINITAS, CA 92024
41 ALL EARTH W RK QUANTITIES ARE E�STIMATED QUANTITIES ONLY AND ARE NOT EXISTING SURFACE SITE ADDRESS=
70 BE CONSIDERED FINAL PAY QUANl ITIES,
5, DRAINAGE SHALL NOT BE DIVERTED ONTO ADJACENT PROPERTIES, - 3w 2 MAX• 3111 CAMINO DEL RANCHO
6, THE OWNER OR HIS REPRESENTATIVE SHALL VERIFY THE EXACT BUILDING 11[!5' FF o —� i
PLACEMENT AND THE EXACT LOCATION OF ALL UTILITIES BEFORE GRADING, TOE KEYED 2' INTO OLIVENHAIN
1, A REGISTERED CIVIL ENGINEER SHALL BE RETAINED TO PERFORM ANY SOILS X25' FP HORIZBENCHES FIRM GROUND
TESTING OR CIVIL ENGINEERING REQUIRED TO COMPLETE THE GRADING WORK, INTO FIRM GROUND 2(o4-210-01
8, ALL GRADING SHALL BE SUPERVISED BY A REGISTERED CIVIL ENGINEER, CUT
9, A MIN,OF 2% SLOPE,FOR A MIN, DISTANCE OF FIVE (5) FEET, IS REQUIRED BERM TOE KEY WIDTH TO BE DETERMINED �(��
AWAY FROM ALL STRUCTURES. PL 10°r° grade FILL FILL BY SOILS ENGINEER NOT LESS THAN 10') °�-"° R R
10, THE FACE OF ALL CUT AND FILL SLOPES IN EXCESS OF THREE (3) FEET IN . ,�, 11% grade
HEIGHT SHALL BE PLANTED AND MAINTAINED WITH GROUND COVER OR OTHER PLANTING I Lot Size 44 O 11,5 SQ FT
TO PROTECT SLOPES FROM ALL EROSION OR INSTABILITY, PLANTING SHALL 1 PL ,
COMMENCE AS SOON AS SLOPES ARE COMPLETED.PLANTING SHALL BE COMPLETED Residence Sa, Ft,
PRIOR TO FINAL APPROVAL OF GRADING AND CONSTRUCTION, HUI0 N A - A
11. CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE Livin
3 00,0 SQ FT
CONDITIONS DURING THE COURSE OF THIS PROJECT, INCLUDING SAFETY OF ALL , - 1 M,N, � -
PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT — Garage = $61,33 SQ FT
BE LIMITED TO NORMAL WORKING HOURS,CONTRACTOR SHALL DEFEND, INDEMNIFY / r ' --
AND HOLD THE OWNER AND THE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, / / DECKS 450,0 SQ FT
EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ARCHITECT, 9 FOOL Print = 4,161,33 SQ FT
12, VERIFY LOCATION OF ALL UTILITIES BEFORE BEGINING co
WORK / / �— -�- �-- --� - — ro _ a o a - COVERAGE ,oe%
Impervious Surface area
INSTALL SPRINKLER SYSTEM AND / / ` ` / / 14 I EXISTING DRIVEWAY (N6T PART orTHISPROPERTY) Par, l2 PM elll I I I I 5,200,0
SQ FT
PLANT ALL BANKS WITH RED APPLE DRIVEWAY A\/eraae Lot Slope
/ Imo' —i.-
ICEPLANT AS SOON AS GRADING 16 - - - ,- - - - - -� - - - - - - - _ --�- --�-� - - ,0. 1 Fp / / 7 / / lc
��1A q�io
COMPLETE / G {°L NOTE °
/ 5 CON_C DRIVEW Y
:3 $ V - ' _ _ _'" / / _ / / / Min. Cxradina Reauired
- T 600,0 CY
EXISTING IRREVOCABLE / - ' ; q / / - �— / / I
CUT
I
OFFER OF DEDICATION \ O I FIL 1/1
.
THERE ARE NO TREES EXISTING � / � L � � / \ . �( / / / / / / // ,
REAL PROPERTY PER / O
ON THIS SITE DOC,80-066233 / / Q. w1 \ \ / \\ \ 1 i 124A V ' \ 35 CUT o / / / I / / w
L 600,0 C Cy
y
REC.2-21-80 O.R.
THERE 18 VERY LITTLE VEGITATIVE MATERIAL ON THIS SITE / / V 30 gg / \ \ ;k \ rz5 / / / IMPORT
IT CONSISTS MOSTLY OF FOXTAIL TYPE WEEDS WHICH HAVE /0;0„ \ ti I l / / / a O ' SPORT 0.0 Cy
BEEN PERIODICALLY DISKED UNDER, //j O'er _ \ \
THE TOP LAYER OF SOIL CONTAINING THIS MATERIAL 20 °O �/ / Syr \ \ \ _ '}� w 0 4'�C 6' -P' RIPfi0AP
IN THE AREA t0 BE GRADED SHALL BE SCRAPED OFF AND 2 , h \ , ' . l 8 4D 1340 / / / DEEPEST
VERTICAL FILL 5,25
SPREAD EVENLY OVER THE WEST FACEING SLOPE OF THE LOT ® A" z o
/ ,
W
DEEPEST VERTICAL OUT 3,5 4 I
I, ROUGH GRADING APPROVAL OF - ' �� �99 , \ \ ' I ( ' II Q / / / I/ / u / 1�o SLOPE
FOR DRAINAGE 9
ENGINEERING GRADING PLAN #41610 TC ❑ TEL.PH / \ \ _� ( w � 1 � q' 1 1125 1 o I
REQUIRED PRIOR TO ISSUANCE OF \ cv ,1 O
BUILDING PERMIT, � � � \ � I Q/ 125,'15 FF/ ' `, / I � / / / / �, MAINTAIN 2ro SLOPE
AWAY FROM BUILDING �
- o� 125,25 F FOR A MIN. OF 5 -O UON IN 50I L6 PO
2, ALL UTILITIES SERVING THIS SITE TO ( / l J O, \ � � l I w /' y l / / I / / /
L REPORT
BE UNDERGROUND / / \ I 4 cn IL/ / / /
3, OWNER IS TO OBTAIN A CONSTRUCTION / \ \ I j I �� 4 0 " 0 / - - - -
EXISTING GRADE
PERMIT FROM THE ENGINEERING DEPT, �� / I ( I G ' (L
AT LEAST 48 HOURS PRIOR TO WORKING \ / / , \ 12525 O ° FINISHED GRADE
IN THE PUBLIC RIGHT-OF-WAY, FAILURE TO
DO SO WILL RESULT IN THE 156UANCE OF / \ I I I I I 1 fL / / DAY-LIGHT LINE
A STOP WORK NOTICE AND DOUBLE C� ' �-
PERMIT FEES, IT Is THE RESPONSIBILITY
M,H, #28 / y� I 1 \ 515'/FIL� X45 /
'� � - I.E. = 1 .98 i \ I II ;I� FI Il -SY?R SEb / I / / I �--00'
FINISHED ELEVATION
OF THE OWNER TO KNOW WHERE HIS/HER /f �'h �
PROPERTY LINE IS, _ 12' PIPE , CL� / I I �5 L/ S y P
/ UNDER DRIVEWA
/ c rExiSn I 6',3RA FENCE
0 1S PL(EXISTING) AL I I I b \
� �--- DIRT BROW DITCH
,
125 / I25� / // / / ' / / o°
��-�� CUT BANK 2-1 SLOPE
4 D RIP RA % _ / _ �— f l l l ll: 20 '
��g �✓` I I XI5TINCTs `3RAILFENCE / N / / / / / / FILL BANK 2'1 SLOPE
4_„8 12 1( R
ALONG TH16 PL's P 224,35' / /—�
�r
a° I N 88/ 13 29 E
o / / SAND 5,465 FOR EROSION
LA COSTA A CONTROL DURING CONSTRUCTION
z SOILS ENGINEER ry 0
W � ENGINEERING DESIGN GROUP
IY �° 415 Cannel St SYM DESCRIPTION .PRODUCT REMARKS GP R QT W
a� San Marcos,CA 92069
¢P 619-152-1010 Par 4 PM 9� W
o �Nw - - - - - LATERAL LINE LASCO 12 MIN, DEPTH I F.
U OLIVENHIN RD ,
,p w SOIL TYPES 4 CONDITION
EXISTING RESIDENCE 4" SLEEVE ABS 18" MIN, DEPTH I.F,
OL IV ENH (N TOPSOIL = SM NONJXPANSIVE ii
UNDERLIE TOP OI = DECOMPOSED GRANITE (SM-SG)
GLOBE VALVE WILKINS 1 BRONZE I
� o LOW TO MEDIUM EXPr�NSIYE
dF
THE NEAREST KNOWN ACTIVE FAULTS ARE THE ROSE CANYON
LL ( a $ f DESIGNS 5Y ►H BAGKFLOW DEVICE FEBCO 825YA 1" 12" ABOVE FG 1
LONE y° 25 ML $E�>yl�p0 MILES TO THE 60U7HUL1EST�A Q 80 MiLESITOTHEY 1J�f�7 /% alt0��c, V
'�{(� AUTO CONTROLLER IRRITROL ICBO-2/10 INDOOR WALL MOUN 1 U
NORTHEAST OF THE SITE
W RESS, REGULATOR AMAIp 20 PSI IN-LINE
�Q , E s/ 1' -AUTOMATIC VALVE TORO FLO-PRO SIZE AS SPEC, 15-30
��� � � . e ► SPRAY HEADS TORO 510 6 POP UPS Q
I-2 12
d �� � � PLOT / GRADING PLAN
VACINITY MAP � - �� � � .� , � � ,� �
a ¢. r:o.r;g72 m t 3�?4Z,S LLOYD 8 A550CIATE5 � MICRO ROTOR AGRIFIM RF 31 ON STAKE l/HR
Il U
NTS tL96t 0Ti j' Exp.12.99 # -
�9l4 y 1 i"� 2138 Curtis Drive
CIS .m � j RESIDENCE FOR. IIIRo R YRS. HEALr RESIDENCE Ph #a69-631-4451 j� FLUSH VALVE AGRIFIM PV END
of EA, LINE 4�
gar s3 odb° °"v"t1- HOSE BIB CHAMPION OR EQ, 12" ABOVE PG
8117 CAMINO DEL RANCHO ad Wbe ° Am w
!'' SYSTEM IS DESIGNED WITH A STATIC PRESSURE OF 10 PSI,WORKING PRESSURE OF 20 PSI 1:
VELOCITY OF 5 FT/SECOND, Q
REVISIONS APPROVEr, PATE REFERENCES DATE BENCH MARK.. -_ S.CALE COMMUNITY DEVELOPMENT NAwi
AS 5UIL.T ,yl, ,y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO,
C. -�A 9 _
MAN HOLE 028 n_ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VEp
I E, 106,98
HORIZONTAL 1 " 20 /� {„ __ - /1Y� �j DATE = 5/28/96 Grading and Erosion Control Plans=
" /VI4NN/NCs ENG/HER/NG BY` BY Parcel #, P M 9-11 47BIG to"
LOCATED AT CAMINO DEL RANCHO RD VERTICAL 1 = 20 a4l& � `r � 820196 R.G,E,NO: CO38456 to
DATE ENGINEER EXP. 3/97 DATE' 4- —�L-�=— DATE- t1!4&
WORK PROJECT NO, SHEET 2 OF 2