1995-4382 G (Plans) REV. DAT 7/ 17/95
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS:
LEGEND. DWG. No, PROPERTY LINE SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___- _____ ®-
-
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN - LI S CK -d F- PJ�ANtE ,i 1. THE EXISTENCE AND LOCATION OF
UNDERGROUND UTILITY PIPES AND
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO __ AT ®�FL9 �9�Q ®4 27 ___ -- (PHONE) STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF EXISTING CONTOUR _
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
AREA FROM SHALL T OCTOBER 1 TO PRI
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS AVAILABLE AT ALL TIMES DURING HE RAINY SEASON AL EXISTING UTILITIES EXCEPT AS SHOWN ON THIS
PLAN, HOWEVER:
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY (
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON EXISTING ELEVATION -
--
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
2. THE SOILS REPORT TITLED PRE S OIL IN PROPOS OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK CUT /FILL LINE - F
SINGLE FAMILY DWELLING LOT _NO. _27 OF WILDFLOWER ESTATES ENCINITAS, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
CALIFORNIA __ -- PREPARED BY NORTH C OUNTY C OMPACTION THE APPROVAL OF THE ENGINEERING INSPECTOR. OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, DAYLIGHT LINE ®p
__ _ __ ___
E N GIN EER I NG _ DATED S EMB 2_1_199 FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
® 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
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK-OUT OF
UNDERGROUND
CUT SLOPE (2:1 UNLESS OTHERWISE NOTED)
SPECIFICATIONS CONTAINED IN SAID REPORT.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY
FILL SLOPE {2:1 UNLESS OTHERWISE NOTED)
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
-
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. CARDIFF SANITARY DISTRICT (800) 422 -4133 FINISH
CONTOUR _ 108
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
SAND BAGS (TWO HIGH)
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED SAN DIEGO GAS &
ELECTRIC (800) 422 -4133
GRADING. WATERS CREATE A HAZARDOUS CONDITION. OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED BROW
DITCH D -75
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. PACIFIC BELL (800) 422 -4133
DAMAGED DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DIMENSION CABLE
(800) 422 -4133 LEVEL SPREADER SEE DETAIL THIS SHT.
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 2 CONTRACTOR
SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
AND MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE: (619)
SURVEYOR. REPLA BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2770.
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE:
(619)633 -2770. ALL WORK PERFORMED WITHOUT
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
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 nth`
AND CITY RECOGNIZED HOLIDAYS. OWNER'S CERTIFICATE:
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: I (WE) HEREBY CERTIFY THAT A REGISTE D SOILS ENGINEER OR GEOLOGIST
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING HAS BEEN OR WILL BE TAINED ERVISE OVER ALL GRADING ACTIVITY
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED AND ADVISE 0 HE P ST OF THE SITE.
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -
2770. -/ EARTHWORK QUANTITIES:
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY RICK & TEPHANIE NSON DATE 3 700
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER CUT: ----------- CUBIC YARDS
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL FILL: _- - ______ -- A79C______ -_ -___ CUBIC YARDS
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
REGARDS TO THE HAULING OPERATION. HYDROSEED MATERIALS IMPORT: ------- -_ 1 -I 090 ----------- CUBIC YARDS
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT SOILS ENGINEERS STATEMENT:
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX
NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE i, __P_AL E _ 1P _AEG L1 ----- --- -- ------ - - - -`- A REGISTERED AND APPLICATION
RATES SHALL BE A MIX OF ALL OF THE FOLLOWING: ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
GRADING UNDER PERMIT NO. 4382 HAS BEEN PERFORMED IN SUBSTANTIAL CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT 1. ZORRO
FESCUE, 20 LBS. PER ACRE.
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 2. ROSE CLOVER,
20 LBS PER ACRE.
GRADING OPERATIONS. sFpr f �4 -_ ®__ AND SEPT._ 2/ ONE COMPLETE COPY ENVIRONMENTAL NOTES.
OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR SLOW
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, RELEASE
1000 LBS. PER ACRE. 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 20%
ENGINEER OR UNDER HIS DIRECTION, HE SHALL OBSERVE AND TEST THE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
(EXCLUDING EXISTING MAN MADE 2:1 SLOPES). _ ®_®
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED 4. WOOD FIBER
MULCH, 2000 LBS. PER ACRE, 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS AND THE MAXIMUM
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED IN THE GRADING PLANS AND SPECIFICATIONS
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON �(AESSI0y VERTICAL HEIGHT OF FILL _ 16'
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS Q 9 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER
MATERIALS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN ____ -,� ��Q,OGERg,� AUG_Z8 SHOULD B E SHOULD TO APPLI CATOR, THE
RATE VOLUME OF CUT (Cu. Ft.)
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN SIGNED: _ _ NOT BE A GAUSS EROSION NO RUNOFF 3.
A.) AVERAGE DEPTH = _ 3.6
_____
�` No. GE713
_ - -� -_ ®® OF CUT AREA OF CUT (Sq. Ft.)
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT G.E. NO.: _____________ O ,,, SHOULD OCCUR. VOLUME
OF FILL {Cu. Ft.)
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED EXPIRATION DATE: _-- -___ -_ __ B.) AVERAGE DEPTH =
_ _6.1 ®_
USE. - - Exp. j-3097 * 6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN OF FILL
AREA OF FILL (Sq. Ft.)
13. THE BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS
PROVIDE POSTR AND O PREVENT R PONOING OF WATER. HE SHALL TO * f F 0T "t1� \� REQUIRED BY STATE REGULATIONS.
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TAIFOFCA�1��� 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT
HELPS FIX LEGAL DESCRIPTION:
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED
LOT 27 MAP 12882
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS FOR THIS PROCESS.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN A.P.N.: 264- 091 -50
INSTALLED. DECLARATION O F RESPONSIBLE CHA 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND • UNDISTURBED
SLOPES UNDISTU
VEGETATION. RE SITE ADDRESS:
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. BY
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. DAMAGED
DURING CONSTRUCTION WITH SOD.
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
3204 VIOLET RIDGE
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
ENCINITAS, CA 92024
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY T 3:1 OR
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS FLATTER OWN
ER /P ERMITTEE:
NCE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
WITH SPECIFICATIONS. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE 0.5° MIN 6° MIN RICK STEPHANIE
JOHNSON K &
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE PROJECT DESIGN. RIC N. S PHANIE REAL
E -705
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES w
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND ACTION �_A ENCINITAS, CA 92024 c FDA,
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT CHANNEL GRADE 0.0% FyC�Nxj Rp�Hq
R
tDN£
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER - -- ----- --------- DATE:
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO KAMAL Sti" SWEIS R.C.E. 48592 GRADE D ,�%T O 1.0
lf� �G� 7 ACk G 1 i y
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP ��f EXP. 6 30 96
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING LEVEL LIP ABOVE
GS
ORDINANCE. �oQRQFESS /p COMPACTED DIVERSION RIDGE STABILIZED ¢� �
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL �xi Py S. S �� 5 tL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE � W E �OZE7 RIDGE
c
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED u
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. No. 48592 C
aG LtLA
APPROVAL OF LOCATION OF DEBRIS FILL SHALL B -10 E SECURED FROM THE �, EXD. �„ -30_ag /,
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY 'IS'IL
SUCH MATERIAL. y y y y 4 y
®° IMPORTANT NOTICE
A y y Q L SECTION 4215/4217 OF THE GOVERNMENT
KRIS ENGINEERING � UP TO 10
CODE REQUIRES A DIG ALERT IDENTIFICATION
p y (cFS) {15 NUMBER TO BE ISSUED BEFORE A
Planning Engineering Surveying y y 10 -20 20 "PERMIT TO EXCAVATE" WILL BE VALID.
y y 21 -30 26 PER YOUR DIG ALERT I.D. NUMBER CALL
y y 31 -40 36 UNDE SErR�=ALERT t+ I
(619296 -5565 7801 Mission Center Court, Suite 200 y 41 -50 44 TWO WORKING DAYS BEFORE YOU DIG V I C INITY
ICINITY MI`''\ P U
Son Diego Co. 92108 LEVEL SPREADER DETAIL No SCALE
REVISION I APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CI
TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
DESCRIPTION COUNTY BENCH MARK N0.
OC 0073 -CRIB. SQ IN TOP OF PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APP VED WILDFLOWER GRADING AND EROSION
CONTROL PLAN FOR
HEADWALL HORIZONTAL: N A / a / OATS : ZS )^ C �°
L TION: RANCCHO FE ROAD. EL CAMINO NOR1E 48592 BY: BY: c J f/� - �t 1 G LOT 2 4382
RECORD FROM C.S.D VERTICAL CONTROL VERTICAL: N/A BY: �-� 1./95 KAMAL S IS R.C.E. NO. : DATE: '(� O F
M � ^ `''� P 12882
EL V: 119.476 DATUM: U.S.C. & G.S. DATE EXP. 06 -30 -1996 DATE: WORK PROJECT NO.
SHEET 1 OF
REV. DATE 7/17/95
j IT
----- - 4,- _JP FAII14
t
RIP R
7-1.4% 3/e TM
Q-11.90 CPS
_-� �.�" � - °,�,,,.,.�° €� -- `-. € - - •,..�. ,'} � 'a ,r - � -, .... : � 0
rz)
CA
I* 7T
Z
_-RECREATIONAL TRAIL
zz� DIRT R Z
EASEMENT PER MAP NO
0
12882
P�AD
ELEV 219
If 218.5
if
0
fr
- 0 =713 CFS
loo =11.9 FPS 0"I
RIP R FACING,
F
T=1.4!, 3/8" FILTER (TYP.) JiF, Xv C I if
z
USE LEVEL SPREADER Z
r- VOR
JI I V , -
SEE DETAIL SHEETA .
' RIP RAP FACING f
I(A T=1.4!, 3/8' n"
USE LEVEL SPRE.ADER
f i
SEE DETAIL SHEET 1
Q FPS
=�L 3' )4N,
P41D ELEV =/222.0
I J
K 0
C PLASTIC
<
N f
ELEV 221.0
If I A
,2
tj
B/
fy
X_
U
U
\ x
V__ M
X
0 41b
F
I
c 0,
r
If I
RADE BREAK
Z
I f
0
K,
0
0
7-VQ 7 1� j y,
/ f iiv
'A i Ii
i f
01
0 U
-3 1003�
fib
4 .
16' AC DRIVEWAY ' 40F
yi t
o PER DS-7 CONSTRU N DITCW
C'
D
PWRSD
I I X
EXIST. ROLLED I
V
- ER
ILI(
If
-CURB & GUTT Im f
i
Nloeo-48
Q I
v
A 4
I, f
CD
I
(f) I
I X
`7 �474
I -XI
fiI
�:,gn
I
6 A
If
if
Q)
if
V
fif iv I'
I f
/
i f
0)
li
If JF
j
SCALE 1 =20 4
GRAPHIC SCALE K&S ENGINEER G1
it
/ F , f ; � ��o Q P � 0 10 20 40 so GRADING PLAN PER DWG. 4394
G Planning Engineering Sur 4ng
10 1 If cl)
fc� I NO. 48592
"6M if I I cc M w
7 1 J if T / Exp. 6 - 30-96
IN FEET ) I c
I f I r IVI (619)296-5565 7801 Mission Center Court, Sui 200
1 inch = 20 ft.
F C San Diego Ca. 92108
DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS - CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
[10.
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE :41- 1 ..
PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR:
DESCRIPTION COUNTY BENCH MARK NO.
04 OC 0073-CHIS. SO IN TOP OF
1" 20' DATE BY: BY: WILDFLOWER ESTATES LOT 27 4382
HEADWALL HORIZONTAL' 48592 v
1
LOCATION S.W. CORNER EL CAMINO DEL NORTE R.C.E. NO.
& RANCHO SANTA FE ROAD. VERTICAL: N/A KAMAI_ S. EIS DATE: DATE: A WORK PROJECT NO. OF MAP 2882
I
RECORD FROM C.S.D VERTICAL CONTROL EXP. 06- 30-1996
EQ: 119.476 UARM. U.S.C. & G.S.
CFJ