1998-5839 G (Plans) a
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL a
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE Cu
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 1. THE EXISTENCE AND
LOCATION OF UNDERGROUND UTILITY PIPES AND PROPERTY LINE - '"-- '- '- in
CONSTRUCTION STANDARDS OF THE CiTY OF ENCINITAS AND THE SAN DIEGO AL MAYO AT 949 -261 -1400 (PHONE) STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF
OR REVISIONS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EASEMENT LINE _
o
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES
THEREFROM SHALL BE APPROVED BY THE CITY ENGIN PRIOR TO ANY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING UTILITIES EXCEPT
AS SHOWN ON THiS PLAN, HOWEVER: c
REQUEST FOR INSPECTION. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO EXISTING CONTOUR - �'" -1 90 - ---�'�
15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
190 0
�
2. THE POSE REPORT TITLED PRELIMINARY SOILS I ESTi STATE FOR THE OCTOBR 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING EXISTING ELEVATION -
TWO SINGLE FAMILY DWELLINGS. WILDFLOWER ESTATES SOUTH OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, 9
PARCELS F -1 AND G -1, OLIVENHAIN, CA PREPARED BY NORTH COUNTY 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT FOR VERIFICATION
AND LOCATION OF UTILITIES AND NOTIFICATION OF CUT /FILL LINE - "
COMPACTION ENGINEERING, INC. DATED DECEMBER 11, 1998. AND UPDATE 0
THE APPROVAL OF THE ENGINEERING INSPECTOR. COMMENCEMENT OF WORK: �
LETTER AND SEISMIC DESIGN CONSIDERATIONS PREPARED BY NORTH COUNTY DAYLIGHT LINE -
COMPACTION ENGINEERING DATED AUGUST 14, 2000. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 2. FOR ANY QUESTIONS
REGARDING THE MARK -OUT OF UNDERGROUND a
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING RUN PRODUCING RAINF� ACT OF THE CiTY ENGINEER AFTER EACH UTILITIES, T CONTRACTOR
SHOULD CONTACT THE RESPECTIVE UTILITY CUT SLOPE (2:1 MAX.) -
COMPANY:
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL CARDIFF SANITARY DISTRICT (760)
633 -2770 FILL SLOPE (2:1 MAX.) - T m
SPECIFICATIONS CONTAINED IN SAiD REPORT. (BURR AS MAY E REQUIRED BY THE CITY ENGINEER DUE TO AN
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SiZES, INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH SAN DIEGO
GAS dc�LECTTtiC (800) 422 -4133 FINISH CONTOUR - - 204
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS MAY ARISE. OLiVEiVHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466
GRAVEL SAND BAGS (TWO HIGH)
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR PACIFIC BELL (800) 422 -4133 -
>_
THESE SHALL BE REQUIRED IN CONJUNCTION WiTH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY(
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DIMENSION CABLE (800) 422 -4133 DRAINAGE PiPE (SIZE AS
SHOWN ON SHEET 2) PVC u
4. WRITTEN PERMISSION SHALL E OBTANED FOR ANY OFF -SITE WATERS CREATE A HAZARDOUS CONDITION. 3. CONTRACTOR SHAM NOTIFY THE CITY ENGINEER'S
OFFICE 48 HOURS ca=
GRADING.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. PHONE (760) RIP -RAP
(SEE DETAIL THIS SHEET} i
5. CONTRACTOR TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO GRADING PLAN SHALL BE INCORPORATED HEREON. 633 -2770.
d
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 4. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
LEVEL SPREADER (SEE DETAIL THIS SHEET) >_
DAMAGED OR DESTROYED SHALL E REPLACED OR REPAIRED TO CONDITION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY INSPECTION.
PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. BENEFIT OFiNSPECTiON WILL BE SUBJECT TO REJECTION
AND REMOVAL 12"X12 GRATE INLET BROOKS OR EQUAL s cs
6. THE DEVELOPER SHALL - E RESPONSIBLE THAT ANY MONUMENT OR BENCH 9. ALL - REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
TYPE "B" BROW DITCH SDRSD D-75 �
MARK WHICH IS DISTURBED OR DESTROYED SHALL E RE- ESTABLISHED Og BIB FORECAST R EXCEEDS FORTY PERCENT (40R) SIL AND OTHER SOILS ENGINEER'S STATEMENT:
_ d
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND HYDROSEED
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
I� RSD
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE DALE R. REGU
A REGISTERED TYPE "F" INLET SD D - 7 CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
_
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH NOVEMBER 15. THE SLOPES SHALL E STABILIZED WITH PUNCHED STRAW BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT SWALE �--- ----
STANDARDS, LAWS AND REGULATIONS. INSTALLED IN ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND A SAMPLING AND STUDY OF THE SOiL CONDITIONS
PREVALENT WITHIN THiS
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
SEWER LATERAL S - 13, S - 5�
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MiLE OF OF CONSERVATION. NOVEMBER 17, 1998 AND DECEMBER 11, 1998
. ONE COMPLETE COPY
A FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF SO REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, WATER LATERAL
THE A CITY HOU OF
P.M.
D E
7:3o A.M. NOR ON SATURDAYS, SUNDAYS HYDROSEED MATERIALS I HAVE REViIEWED THESE GRADING PLANS AND CERTIFY EN
HAT THE RECOMMENDATIONS EXISTING AC PAVEMENT -
t ECT O
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADN INCLUDED IN THE SOILS REPORT FOR TH HAVE BEEN INCORPORATED
G 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED IN THE GRADING PLANS AND SPECiFl ESS/ PAVEMENT
-
MEETiNG HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: p Q R
�tiq _
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING �, E R ! _
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. Q �!� GI F SIGN
R -
CONTRACTOR AND PMTTTEE. THE PREGRADE MEETING SHALL BE SCHEDULED B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS � ,
J ��
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 - NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT SIGNED: z DATE:
2770. CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY G.E. No.: 713 ►� xp 9/30/01 m REFERENCE DRAWINGS:
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ENGINEER. EXPIRATION DATE: 09 / 0 01 P *
/ 7 0 $_
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT s O G
PROPOSED CONSTRUCTION SITE WITHIN TNiS PROJECT THE DEVELOPER THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. �-9j �ECHN�
6494 -G, CS -351 6495 -G 8 DATE
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
T
41
HE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WiTH ALL 3. HYDROSEEDING MIX SH ALL CONSIST OF A T HE FOLLOWING: DE AR F I E
AR : °' CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 1SEED 220 LBS. PER ACE OF o LO
EARTHWORK QUANTITIES [ V R . SS ENGINEERING
1 11 11 , REGARDS TO THE HAULING OPERATION. B. 20 LBS. PER ACRE Of ZORRO FESCUE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS - PRWECT. s QA 2770 CUBS Wi i1�On Cancer C,out, Sle. 110 �
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT C. 3 L. PER ACRE OF E SCHOOL CIA CAUFORNiCA THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE Quo ts• s�4� So D* Ca 92106 (6 19) 29 50
D. 4 LBS. PER ACRE OF ACHiLLEA MILLEFOLUI E�, y n� FILL 6430 CU@ic YARDS
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) PROJECT AS DEFINED IN SECTION
6703 OF THE BUSINESS AND PROFESSIONS 4w f
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE F. 1/2 LB. PER ACRE OF DIMORPHOLECA CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. on 3660
GRADING LINDR PERMIT NO. 5839 -GR HAS BEEN PERFORMED IN SUBSTANTIAL G. ITEMS C. D E, AND F OF THIS SUBSECTION MAY `*
a WPORT: CUBIC YARDS
CONFORMANCE WITH THE APPROVED GRADING PLAN ' OR AS SHOWN ON THE E I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
. ;
OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED `� * NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
PURPOSES ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR BY THE CITY OF ENCINITAS
IS CONFINED TO A REVIEW ONLY AND DOES NOT ._ aFCRU
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH RESIDENTIAL STRUCTURES. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR THE ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
GRADING OPERATIONS. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A PROJECT DESIG
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOiLS A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY NOTE:
THiS QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE J08SiTE ENVIRONMENTAL NOTES:
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT DATE: G -2
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED T0, KAMAL S. W R.C.E.
48592 wx
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON OR PRINTED ON SAID CONTAINERS. EXP. 6/30/04 1. THE STEEPEST
EXISTING SLOPE IN THE GRADED ARM IS
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
(EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
AND TESTS WERE MADE BY HiM OR UNDER HIS SUPERVISION AND THAT IN HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2.
THE MAXIMUM VERTICAL DEPTH OF CUT IS 1 AND THE MAXIMUM
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER
VERTICAL HEIGHT OF FILL 17' -
ACCORDANCE WiTH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT ACRE. TYPE 6 MULCH (STRAW) MAY E SUBSTITUTED, ALL OR PART, FOR
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IS MUST 3.
. A) AVERAGE DEPTH (Sq. -) 19112 ,� 0.28"
USE. BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 50% OF THE STRAW INTO THE SOIL OF CUT ((Cu
Ft.) 3853 : 0.25'
8.) AVERAGE DEPTH
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20-0, WiTH
4 1736 10
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACE.
Cu. Ft. 1736
AREAS TO E HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: OF FILL
TO FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO 1. ROUGHENING THE SURFACE M BE PLANTED BY ANY OR A COMBINATION OR
C0°ifte "
LEGAL DESCRIPTION;
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS A WALKING WALKI SLOPES STEEPER THAN 6:1.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE.
INSTALLED. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: PARCELS F -1 do G-1 PER CITY OF
ENCINiTAS CER 11FICATE OF CONPLIANCE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP 4W NOT
DOC. NO. 1997 - 0614690, REC. 12 -05 -1997.
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. SATURATED SEED BED.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED B. T COVER NG O SA LINE SOILS M PR ND O FO GROWTH SITE ADDRESS:
OR
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDiNG IS
WILDFLOWER DRIVE
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
ENCINITAS, CA 92024
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINiMUIM SECURITY RELEASED. 1�
OF 90 PERCENT. IT SHALL E THE CONTRACTOR'S RESPONSIBILITY TO p
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE ' " TO I ' OWN /EERMI
WITH SPECIFICATIONS. ER S CERTIFICATE. ,
1 (WE) HEREBY N
Y CERTIFY THAT A REGISTERED SOILS GNEER OR GEOLOGIST � TAD DIVE"1013 VIDW ALVIN F. AND NANETTE MAYO
15. CUT AND FILL SOPES SHALL E CUT AND TRIMMED TO FINISH GRADE `K
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES BEEN R WALL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY
1772 KETTERING STREET
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND SE ON THE COMPACTION AND STABILITY OF THE SiTE. IRVINE, CA
92714p
- PLAN Vlftw
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT (949) 261 -1400
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 4 X 4 RIP RAP FACING,
466 MANSOUR
NA
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO VIN 0 DATE T -0.6', 3/16" FILTER 1A VARRO PLACE
RID
RR
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP 1 7 EM Y,LAGUNA BEACH,CA 92651 BLANKET 1466
OF ALL SLOPES SHALL BE ROUNDED N ACCORDANCE WITH THE GRADING ( 9) 26 -1 1 ABOVE PIPE INERT ORANGE, CA 92669
ORDINANCE. 6 i 4-o i K& S ENGINEERING , (714) 250 -0607 l
Y Y �e..
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 1007 EMERALD BA BEACHCA 92651 NANETTE MAYO DATE , � Planning �9m�n9
9 1V
Y '`sr
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE 1116FORTANT NOTICE
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED (949) 261 -1400
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. f - / V - o / O Y SECTION 4215/4217 OF THE GOVERNMENT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE MANSOUR HEIDARI DATE (619p96-5565 78M IfIssim Center Cart, Suite 100 Q
Y CODE REQUIRES A DIG ALERT IDENTIFICATION
SOILS ENGINEER AND CITY EGiNER PRIOR TO THE DISPOSAL OF ANY 1466 NAVARRO PLACE ORANGE, CA 92669 Sm Diego C, 92108 d O +t
NUMBER TO BE ISSUED BEFORE A
SUCH MATERIAL (714) 250 -0607 "PERMIT TO EXCAVATE" WALL E VALID.'�"E
�� Y PER YOUR DIG ALERT I.D. NUMBER CALL
ENCiNiTAS FIRE PROTECTION OLNEINMN MUNICIPAL WATER DIST. CARDIFF SANITATION DISTRICT COMMUNITY SERVICES UNDERGROUND SERVICE
ALERT
TOLL ,4100-422
REVIEWED BY: R BY: REVIEWED BY: ED BY: T WO WORKING DAYS BEFORE YOU DIG scxE
7 L .� o/ LEVEL SPREADER DETAIL wS 1
DATE DATE DATE DATE g
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED K APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z �
d-, 2 PREPARED NDER SUPERVISION OF: RECOMMENED APPROVED
AS - BOLTS QESCRIPTiON: COUNTY BENCH MARK N0. REVIEWED BY: PLANS GRADING AND EROSION CONTROL PLAN FOR:
OC 0073-CHIS. SO N TOP OF
HEAfl wALI. ,� N /A DATE : G- Z �- BY .,�- �; - WILDFLOWER ESTATE S SOUTH 5839-0 s
&W. CORNETT S. COMM DEL NOM & RANCHO SANTA FE ROAD' �� R . C . E , - 48592 0 f PARCELS F' -1 & G
--1 Y
� 119.476 ' C ' �� CONTROL VERTI N A 6 Z5 DATE AL S. / EXP. 06 -30 -2004 DATE: I DATE: WORK
p NO. 9885 97 B A SHEET OF 2
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