1995-4220 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS LEGEND DWG. No. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT______ 1. THE EXISTENCE AND
LOCATION OF UNDERGROUND UTILITY PIPES AND PROPERTY LINE - - - --
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN __ A MAY AT 714-250-4080 � - (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING CONTOUR - b
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 4° w W°
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN, HOWEVER:
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY b
15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
REQUEST FOR INSPECTION. OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO EXISTING ELEVATION -- m
2. THE SOILS REPORT TITLED PRE _S INVESTIGATION PR OPOSE D OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK 240 F�
SINGLE _F AMILY DW LOT NO. 30 OF WILDFLOWER ESTAT EN CINITAS L 3 SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
FLOW LINE ELEVATION - �--�
. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
CALIFORNIA PREPARED BY _NORTH CO UNTY COMPACTION ENG R._INC. THE APPROVAL OF THE ENGINEERING INSPECTOR. FOR VERIFICATION AND LOCATION OF UTILITIES
AND NOTIFICATION OF _ F
ENGI _ DATED OCTOBER 25, 1994 CUT /FILL LINE -I
-- - - -- ---- -- - - -- 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF WORK:
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
DAYLIGHT LINE
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. - O O
SPECIFICATIONS CONTAINED IN SAID REPORT. CARDIFF SANITARY DISTRICT (800) 422 -4133
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN SAN DIEGO GAS
do ELECTRIC (800) 422 -4133 CUT SLOPE (2:1 UNLESS OTHERWISE NOTED) -
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS INCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466
FILL SLOPE (2:1 UNLESS OTHERWISE NOTED) - T - T
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PACIFIC BELL (800) 422 -4133
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED FINISH
CONTOUR - 240
GRADING. WATERS CREATE A HAZARDOUS CONDITION. DIMENSION CABLE (800) 422 -4133
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SAND
BAGS (TWO HIGH) -
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. 2. CONTRACTOR SHALL NOTIFY THE CITY
ENGINEER'S OFFICE 48 HOURS
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE: (619) BROW DITCH D -75
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 633 -2770.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH LEVEL SPREADER SEE DETAIL THIS SHT.
g. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 3. THE CONTRACTOR SHALL
GIVE 24 HOURS NOTICE ON CALLS FOR
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER INSPECTION. PHONE:
(619)633 -2770. ALL WORK PERFORMED WITHOUT EARTHEN SWALE - -; -►
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR EFFECTIVE COVERAGE OF GRADED SLOPES 909 COVERAGE PRIOR TO
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
STANDARDS, LAWS AND REGULATIONS. INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND H YD R OSE E D MATERIALS: EARTHWORK
QUANTITIES
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION.
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX
CUT: 4,300 ------ CUBIC YARDS
AND CITY RECOGNIZED HOLIDAYS. AND APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING:
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING FILL: 4,3 00 CUBIC YARDS
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: 1. ZORRO FESCUE, 20 LBS. PER ACRE.
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING IMPORT /EXPORT: _D CUBIC YARDS
2. ROSE CLOVER, 20 LBS PER ACRE.
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED SOILS ENGINEER STATEMENT
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633- 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 159 SULPHUR, SLOW
NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
2770. ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
D ALE R . REGLI RELEASE 1000 LBS. PER ACRE.
-r, A REGISTERED QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
CIVIL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT 4. WOOD FIBER MULCH,
2000 LBS. PER ACRE.
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 5. WATER FOR SLURRY,
QUANTITY AND RATIO OF WATER TO OTHER MATERIALS ENVIRONMENTAL N 0 TE S: _
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF
_ b�,l�_ 1 994 _ AND 0,C i ._ S ,_ 1994____, ONE COMPLETE COPY
REGARDS TO THE HAULING OPERATION. OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, APPLICATION SHOULD NOT BE AS SUCH TO
CAUSE EROSION AN NO RUNOFF 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 28 __�
SHOULD OCCUR. M
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE,
( EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE INCLUDED IN THE SOILS REPORT FOR THI OJECT HAVE BEEN INCORPORATED 6. ALL SEED
AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 12' AND THE MAXIMUM
BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS VERTICAL HEIGHT OF FILL _ 11'
S
GRADING UNDER PERMIT N0. 4220 -G HAS BEEN PERFORMED IN SUBSTANTIAL IN THE GRADING PLANS AND SPECIFIif)� REQUIRED BY STATE REGULATIONS.
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE �''' -9� VOLUME OF CUT (Cu. Ft.)
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE �® t��1GER� 4, 3. A.) AVERAGE DEPTH =
_ _ 4.3'
G' 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX OF CUT AREA OF CUT (Sq. Ft.)
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH - _ __L�= v' C
GRADING OPERATIONS. SIGNED: _ _____ - ? ATE: Z°IfL4 ��� -_� NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED
_ VOLUME OF FILL (Cu. Ft.) -
G. E. NO.: _ 000713 v _ I� + , 3 r•r* FOR THIS PROCESS. B.) AVERAGE DEPTH - _4.1' _
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS OF FILL AREA OF FILL (Sq. Ft.)_
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXPIRATION DATE: _ 9 -30 199 MExp. 4 7 y
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED LEGAL DESCRIPTION
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON �ljf ®F���� ti
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS LOT 30 MAP 12882
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN A.P.N.: 264- 09t -53
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN UNDISTURBED SLOPES UNDISTURBED SOIL STABILIZED BY
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT OWN CERTIFICATE DAMAGED DU
RING CONSTRUCTION WITH SOD.
ALL A G
USE. EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED SITE ADDRESS
I E) HER Y CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO H BEEN WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL A D A VISE N THE COMPACTION AND STABILITY OF THE SITE.
VIOLET RIDGE
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 3 :1 OR ENCINITAS, CA 92024
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO `
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS APP L 2 95 :f : : 6 ' MIN OWNER ZP ERMI T TE E ° `
/¢
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AL F. 0 DATE o.5' MIN ° ; k'f�/�I,4 ��/)/�
DAfG
INSTALLED. 1772' K ERI G TREET, IRVINE CA 92714 me * w RC g85a1��
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND AL F. MAYO
� 1772 KETTERING STREET
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. IRVINE, CA 92714 - -
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE DECLARATION OF RESPONSIBLE CHARGE HANNEL GRADE O.OX
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM �p
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT GRADE 0.576 TO 1.0% F N
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS ` LEVEL LIP
ABOVE KRIS ENGINEERING N1T gs 4 £ �.
WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS UNDISTURBED FK
A Planning Engineering Surveying e �b c �q
COMPACTED DIVERSION RIDGE CK 'L
' R11A R �
N
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS STABILIZED
AREA S� OAR Rp
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
TRIMMED DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE 3°
AND ORDERLY (619)296 -5565 7801 Mission Center Court, Suite 200 P1�
LY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PROJECT DESIGN. 4' X 4' RIP RAP FACING, r'1
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO T =1.4', 3/8" FILTER. San Diego Ca. 92108 ��� bpi
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP T RIDGE f
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING U�pC
ORDINANCE. DATE: -q .3 _ 9 s -Y Jq �1
GRASS AND OTHER OBJECTIONABLE MATERIAL
16. ALL TREES, BRUSH, KAMAL S. SW S K 5
f QPF
SHALL BE COLLECTED, PILED OR OTHERWISE DISPO OF OFF THE SITE QFtOFESS� A Y Q L W NOTICE
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED o 0
K & S ENGINEERING Q� '� -V (CFS) (FT) SECTION 4215/4217 OF THE GOVERNMENT 5
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. k, S. l
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 7801 MISSION CENTER CT. SUITE 200 �,'�� Sw F UP TO 10
15 CODE REQUIRES A DIG ALERT IDENTIFICATION
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SAN DIEGO CA. 92108 iO y 10 -20 20 NUMBER TO BE ISSUED
BEFORE A
(619) 296 -5565 w z J� N. 21 -30 26 PER "PERMIT TO EXCAVATE" WILL BE VALID. N
SUCH MATERIAL. NO.48592 ,� YOUR DIG ALERT I.D. NUMBER CALL
* EXP 6 -30 -96 /� 4� 31 -40 3 UNDERGROUND SERVICE ALERT
J'� Ctv►� \P* yG 141 -50 1 44
'' 0L- ' FFEE 11 "° 0° ��'� VICINITY MAP
TF Qt CALIF LEVEL SPREADER DETAIL NTS TWO WORKING DAYS BEFORE YOU DIG N SCALE
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT D ESIGNED BY DRAWN CHECKED BY: APPROVALS CITY
OF E NCINI TAS ENGINEERING DEPARTMENT DRAWING NO.
/�aL� /G7' S -16 -q DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECOM ENED AP VED GRADING
AND EROSION CONTROL PLAN FOR
OC 0073 -CHIS. SQ IN TOP OF p
HEADWALL HORIZONTAL NSA DATE '-�" /'
BY: BY: WILDFLO ESTATES LOT 30 4220 -G
& RANCHO SANTA FE ROAD.
LOCATION: S.W. CORNER EL CAMINO DEL NORTE +� 1�
311LA �'+'l`' R
. : 4$592 _
VERTICAL: N/A BY: � -ZS-9 _ _ q MAP 12882
RECORD FROM. C.S.D VERTICAL CONTROL KAMAL S. WEIS 06 -30 -1996 DATE: y S DATE: -Z7
E V. 119.476 : U.S.C. & G.S. EXP. WORK PROJECT NO. SHEET 1 OF 2
"' #tl,,,.. N
,,,..I� �s. S i i..�"'s `• E •• "t } i -x � t :� � v'E��+,-+, {� t;tc �.� � 2- `'t, ��"t
�,, `y" �' -� 'Mf~ `''.. "w:° F � `�.�3' ', s
~'
t._, - � � 2 �� � _W„a". .�,. -..a s` \ 't �, `a,
N AP #M
ROSE SLOPES
o REM t60 - 0F \BROW DI *M
*� � 3 j �"'" Ft`4E �, 5[� � ' i R 'EE " �• ',� ' I �• 'i� "' � "'�- t,
4
_ Ve ry k 36:$5
{
t i Y 's ,y0 • O 'er
kn E.- .. §»�...X ;
Vim `` °•
i ko
cq
em
i
4
2
u
i
$ =, j°�c £ "°,`{ -M, `r. `�` _ _ `4`` _ �- _ 0"• ``E �'CO TRUU.
PEW DRSD
D -7 �.
4 LCD ,30
AD it X3.0
i, F`e 1 � ; � � e t S " cam `E 'l. Vii. `•.. `}',� °"'�� 'M.„ �`� k. j . �'' �+. "".^w..m.__
,-�....�..,- V„�_,,. �'S
t i 4 5c w
it � `` ``,,� � '�t, � 4 � E �3 "'A '` •,' �".� `''- r '""
`` - ` c •Y`� '4 .,, 1 t t ` t ` w. ` ``0` w, y �l. -••, `�4,".. 'E _ ~^,,, F
A
_ 2.2 L.P. "x12" INS T
rvi
,��� 4 = V
"ye a,.
RIP Ft7tiR�
3`" FACING, �,,. `�,�,. `. �"`•-� "� %
A 2 E �` ,
} G T =1.4', ;FILTER
`c L.G �l� ®�`"
` A j 2 - ' SEE L SHEET»"F-- y, M1i.,_� `+, 'M. �` '4, M V • y,_ 1. ,,,-• 'i
Y �`a L '`t ` ; l si X._�}' �__ 'k,,`+�,, . yam -
242.2 L.P.
x12" lal.E
EI7
� "` "`",.�`."• HYDROS
. E'` - SLOPES
#x` „^' °
ei J f e »`",. r - o,,*W,- .t�'"�h t- a.,»1"- --+r^` •` '"a„� 4 _ 2` �-� _ 'u, " ,,,`s' , { ..w^'
S Ltl �1.
Ji
3
' A .p rt w
�NG SEW � � ,� _� �" ,� _ _ ,
I - \ \ SE�hilEilT PER : a »_�
677 TED J U N 1911 w _ t T� F /� �
3 `
5 E _ � t � �..'" .,...,. �► \ \ -°•_ - • »„» »�" `"`^- .,.,,,,_„» -„ -.. `*.�,� - ," " ,,,_ « , ,,,,� M1 'r.,,
"�. � , - s ue ~'`.. '4,. `O+.`�'`�,
t
s i �
` 3 ` c �^ - £ "^- \ \`,°"' "'"`"•«,,.. `-". R;,� - ' ' , y..
350 t" '•, E "- `nom. '"•,,, ''„ {.d` _.,.- ....��',.
g �- � � i £ + � \ �• �, °�,. "�n,y.'`�w,., \ \ "� a.,,,. . »� � 4„�_. 4. i - ' -;v, .. i 't 'l
f � �'` m y :' � - � i { # _,.� _.�I• \ _``s. a -'^�.. w� \ '� �.. . � » ^ tw, � » F `1 T
'"`'
3 S { '"'g I s 1 f d i ; f ,,���; y -�• ,,.f. °^.... c d `t y c ,f„"'^•- "....;,,,� v, ` -^»., -..' }
+y�+ Y '+,, � ,,,,, +,, 'a.,° �y ,� + � L A , 't, b`" �,,,, wt� "�,
€ S, i E� g # a � t _ `'.,'x"""dr"" .. \ TM `°' r^ +,�,.. •.;, \ �"""".,, ",;"�,,,_ \, '",.
I N,
- 4,,
., €.,., ^ ; � � t d � i� £ {� f'�,� P y E _ ��`^,- �"�p!° � P "-`,,,,�.� Fs�' `fit"' » �.s_ ` `` .,, \ `s � .g
`�,„ '•"•``.. "`4. -« .,,�.,.. "� ~" �' ,, s, • _ ",� ". � ''. � 4 "°' °. E �+y, �"+,. E l � �``�'^<
' # - J]f � # £ .' , �} �„ E ' ' t � � f P .'i`'f �y�-,,✓ _- ^- ..^ ",.`... € `7", -., ��L � \ a `"",
'" '� , .ti.. `-"". \� �"�,`",. � "' "`"- �. - .,.� "'�,.�3r^,,.�� q- , yam` •.� _ ..� `°,. A "'ty� `,,,i, �'*,, t c `
"tom _
i3 � ! f � a t i fi ,�" �„�- �� ,�.""^ "'",.,,.,�» "`'_,. '� ...,„..,,�- .+GG' k ��w.{ rv `"� , ,,,, 4 `,.
� 'h�.'...�.,,, M �. �` �4.� '•. -,� ' 's n.
. E, j t t s j k fY „�. : -``,~„ .. `'�,.,`.` „"'" -.., = „,.,, 4 `` �. ` �""1,�`'.. `”- "',,, �'`,'',,__ `t
`+• ``' gi �'��, _ " " _ ��',. - , GRAPHIC SCALE
10 O 10 ZO TV
�, € - ) � `� � ,+ f` � F % � ' f ..aw , -�,,w, �""'�.�.� �,'�"•""„ � •. `"'»� "`• -�... ii i � '".` .:. `•''^,;
`-•,,. t:.:. Y. �•, ` *' = 'w. +�,, �',.. `•E. - `"`,�` '"�� � `� ~`°,. �"��..✓r
f � ' F` I � i tf ,,[ ,£',f sf���" ,� " °T "' "__" `""`+ -, ...``^",,_ `".,, ter. _-w {' ^�� �, \ - ``»-
" `V, '`•� '"' 4 � ,... '(
"rA .+�°...r ' '^+.,.._ ° "'- '""+»... !".....,.,,.» 3^-.,, �..4",.- .`�.u, " ".s:a ., \`;... 1,P; q t y ° C-
- 4 _•F E '~_
-"€" \ `"`„ =•,... `'+s,:. i33 ., -- �.� '..`�. - t
i
1 INCH = 20 FT. .
i - £ ' i i < i` f - „ -- .,. -"•, "w, - �#4 -`"", A�,..,.- ''y ,.,�`� 1 �,. ``,'�t ='v.
� _ I i I � � } p 1"`. r f s•'s: , �,�.,^w - ^" ._,. " . � - .. -„ �"` w -- `?°.,.,` ^». .^. -`^ °. y �?'"`�.'"^- .,..., �.
- »,, i'"'"^- � �""^"- .,,,,,,,, �f'.` ` �•,"` '' �`°� '�., 4 \ �� ``^ �" ^. � i ''•. 4,' '1. `�'`*.. M1 ^ `: '"'�,,. � :,`�t
�,f
f j ""'"».».,,..,� 'w• `'�,,,�,�'` `y " "�"�^- . » , ,�, 4 ,,,, , y �` "\ ""_ -�.�, ', `'_ \ r` -_ 's ``'*,. '`..
, .� , - f �`{• '{. "`t, �, 'y. "`y, ` *'" t. `.
.� �
y �` `' 1 a` { �-- � }$ }$j ,,4 � �""""�..,.— �.,..... °'�^-- ,..,,_,,,, ��`"""� , .. 444,,,...��� "„ ,7`• -..
£ _\ ` -», f � \ (i, `''�.., '`",. `*• 4,�y`i� � 't,'l.'y'F�h, �,. -.�� `a. ,, �L,`t� `�
f' ,✓✓�,.fi � '_ .`r.'^w, � �� � ",�1 .. f "M, � ;a \.'."`� -, 'Y. �i� ....m* -E 1. 'v �
- y.� . � i. M1.
� ` --d -..+^' »,.�, t ' t ,_ ' m'^ �`"-, + ... y" »'+.� "`*„_ "+ M1 ''* �"+L.. 4 ' �' 4 , ` ✓ J�� \ -+ ��s. � 4 4 � v
` AS v � _ E "LL ,•+. - -4� � s
i
S. �� s KRIS ENG NEERW
Planning Engineering Surve
No.4 %2
EV 6 -30 -96
C►vi+. (619)296 -5565 7801 Mission Center Court, Suite
�rF QF' CALIF \ SCI Diego Co. 92108
i
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE C HECKED APPROVALS i CI TY O F ENCINI TAS ENGINEERING
DEPARTMENT DRAWING
R JC.�ICG 0 4.45770 sh/EETiA/! TION COUNTY BENCH DARK NO PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPRP ED
GRADING AND EROSION CONTROL PLAN FOR:
OC 0073 -CHIS. SQ IN TOP OF -
L! /G - �4•N�, HEADWALL HORIZONTAL: 1 X -' DATE - 3- BY: C: BY W I L D FL O W E R ESTATES
LOT 30 4220-
co LOCATIONe S.W. CORNER L CAMINO DEL NORTE
L RANCHO SANTA FE ROAD. VERTICAL: N A R.C.E. NO. : 48592 �- 2E �Q S MA 1 2 882
REM C.S.D VERTICAL CONTROL L S. SWEIS EX P. 06 -30 -1996 DATE: DATE — WORK PROJECT N0. SHEET 2
OF
z 119.476 U.S.C. k G.S. -
w y