2004-9019 G (Plans) � 9 WORK TO BE DONE D. EROSION CONTROL FLOOD STATEMENT
• A GENERAL , .. N CASE EMERGENCY WORK IS REQUIRED, CONTACT RON ROTHENBERG AT 760 -807 - 0564 (CELL PHONE NO. 24 1, DAVID A. ASHCROFT, PE A REGISTER CIVIL
ENGINEER/SURVEYOR, HEREBY CERTIFY THAT THE PAD STRUCTURES PJe
La C � s � 01 0 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH A DAY:} TH THESE
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC SHOWN ON THIS AS -BUILT GRADING PLAN �H E BEEN VERIFIED BY ME AND THAT SAID ELEVATION ARE AT OR
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R 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY ABOVE T SE FLOOD ELEVATION Stis� ON THE FLOOD
INSURANCE RATE MAP OF THE COUNTY OF SAN !L ■ ■
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
TO FACILITATE DIE �
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�a AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
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� CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
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■� 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION TWO PROPOSED SINGLE FAMILY INSPECTOR. �
DAVID A. ASHCROFT R.C.E. NO. 047024 EXP. 12/31/09 DATE �� Z S � 7A WT
RESIDENCES 289 hkLLCREST DRIVE LEUCADIA CALIFORNIA PREPARED BY COAST GEOTECHNICAL DATED OCTOBER 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OWNER'S CERU �ATE g � G \ate S y � �
22. 2002 AND "GRADING PLAN REVIEY1f DATED 2/1�/Z005 and "GEOTECHNICAL UPDATE REPORT REVISED GRADING ID OF THE CITY ENGINEER AFTER EACH RUN -0FF PRODUCING RAINFALL. L.
� 4 �
PLAN PROPOSSED TWO (2) SINGLE FAMILY RESIDENCES PORTIONS OF LOTS 2 A 3, MAP NO. 289 FNLLGREST 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE REQUIRED BY THE CITY m � L �a � �• �'^
k DRIVE LEl1CAD1A, CALIFORNIA PREPARED BY COAST GEOTECHWICAL" DATED FEBRUARY 5, 2007 SHALL BE ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN CIRUMSTANCES
WHICH MAY ARISE. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED �
p �, �w � VJ
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE g, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TO S RVISE OVER A 7
DING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. Uj
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. n � w - �
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3. APPROVAL OF THIS PLANS DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED � `♦�
FE' t)
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR HEREON. R Lfl N. ROTHENBERG DATE
VL 0
THESE SHALL BE REQUIRED IN CON,JUCTION WITH IMPROVEMENT PLANS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
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4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. CONCLUSION OF EACH WORK DAY. L%� - I - R� ' �++' "C'�( 3 - PJ
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5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE LYDIA L THENBERG � DATE T. s � W
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO FIVE (5) DAYS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER
DEBRIS SHALL BE SpiLS ENGINEER'S CERTIFICATE In
CONDITION EXISTING PRIOR TO GRADING. REMOVED AFTER EACH RAINFALL. Q
6. THE DEVELOPER SHALL BE REPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF
GRADED SLOPES 0 St
� & DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN COAST GEOTECHNICAL A REGISTERED CIVIL ENGINEERING FIRM IN THE STATE OF CALIFORNIA, PRINCIPALLY
WITH � ■ SURVEYOR. ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF DOING BUSINESS
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF �Z
L 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND CALIFORNIA DEPARTMENT OF CONSERVATION. THE SOIL COt�ITiONS
PREVALENT WITHIN THIS SITE WAS MADE BY OUR FIRM OR UNDER OUR DIRECTION
SHALL BE REPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY A1�1 HEALTH STANDARDS, BETWEEN THE GATES AUGUST 10 2002 AND OCTOBER 22
BE , 2002 . ONE COMPLETE COPY OF THE SOILS REPORT
E. HYDROSEED 0
LAWS AND REGULATIONS. COMPILED FROM THIS STUDY WITH OUR RECOMMENDATIONS TOGETHER 1AATFf PLAN REVIEW REPORT DATED 'f VICI MAP cc
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1(2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 2/14l2005 AND GEOTECHNICAL UPDATED REPORT DATED 215/2007,
HAS BEEN SUBMITTED TO THE OFFICE OF THE
1, HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY ENGINEER (REF W.O. P - 334041). FURTHERMORE, WE HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY C
CITY RECOGNIZED HOLIDAYS. STEEPER WHEN THEY ARE: THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PR EEN INCORPORATED
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9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. IN THE
GRADING PLANS AND SPECIFICATIONS. ,� ��y�� `
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FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND b. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT
SUBJECT TO EROSION DUE +k
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY
THE CITY ENGINEER. COAST GEOTECHNICAL - CONSULTING ENGINEERS AND GEOLOGISTS Q� � *<� PROJECT DATA �
CALLING (619} 6332770. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH 779 ACADEMY DRIVE
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EXp.5w31 - 08
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS OF THE HYDROSEEDED GROWTH. SOLANA BEACH, CA 92075
*
CERTIFIED * A ZONING T
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 3. HYDflOSEEDING NIX SHALL CONSIST OF ALL THE FOLLOYVING: (858)
755 -8622 ENGINEERING O
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY 1. SEED MIX SHALL CONSIST OF NO LESS THAN: ENG. JOB* P-370092
�?� GEOLOGIST P EXISTING ZONE /GEN. PLAN DESIGNATION: R -3
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. a. 20 LBS PER ACRE OF ROSE CLOVER. q •C
��
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING b. 20 LBS PER ACRE OF ZORRO FESCUE. _ '�'`�
� PROPOSED ZONE/GEN. PLAN DESIGNATION: R -3 Z
APPROVAL AND/ OR FINAL RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: c . 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNIA. BY
2 -27-0! MAX. DENSITY = 3.0 D. U. /AC. ^
"THE GRADING UNDER PERMIT NO. 9019 -GR HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE d . 4 LBS PER ACRE OF ACHILLEA MIILEFOLIA. MARK BURWELL R.G.
NO. 2109 EXP. 5/31 /0991 DATE MIN. NET LOT AREA = 14,500 SF �
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED RS- GRADED PLAN ". THIS STATEMENT SHALL BE e . 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) .
MIN. NET WIQTH = 80 FT
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. f . 1/2 LBS PER ACRE OF DIIAORPHOLECA.
MIN. PAN HANDLE WIDTH = 20 FT
B. NOTIFICATIONS g. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE QYITTED ON LOCATIONS WHERE THE AREA BEING BY: �
� -2� MIN.. NET LOT DEPTH = 100 FT
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OF RESIDENTIAL STRUCTURES. VITHAYASt GHANET R.G. NO. 782 EXP. 12/31J00?
QQ�OF � DATE MAX. LOT COVERAGE 35%
h. ITEM A OF TNIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED LIST OF ABBREVIATIONS �Q`��'�PSIN Fyn/
SETBACKS O
1. THE EX AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS DRY EITHER BY DflILLING OR BROADCASTING BEFORE HYDROSEEDING.
� e1, �� y - FRONT YARD = 25 FT
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO i. ALL SEED GkTERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS
WITH BW - BOTTOM OF WALL '��=* X82 � � - SIDE/ INTERIOR = 10(10 N
EXISTING UTILITIES EXCEPT AS SHAWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQURED TO TAKE DUE THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUTURE CERTIFACTION TAG
ATTACHED T0, OR FG - FINISH GRADE c �xp, 12 -3 1 -0 9 - SIDE /STREET = 10 FT �,^
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. PRINTED ON SAID CONTAINERS. TB - TOP OF BERM
�, � - REAR YARD = 25 FT �+
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLL0IMNG OWNERS OF SAID UTILITIES OR TW - TOP OF WALL '��� - REAR W /ALLEY
= 25 FT r
j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION �„+�. \
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION Of UTILITIES AND NOTFICATION OF SHEET INDEX � EXISTING NUMBER OF
LOTS = 1
OF THE CONTRACTOR. N
COMMENCEMENT OF WORK: 2. TYPE t MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW)
PROPOSED NUMBER OF LOTS = 2 (FUTURE PM)
a. SEPTIC (COUNTY HEALTH) 1- 800 - 253 -9933 MAY BE SUBSTITUTED ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS 1 TITLE
SHEET EXISTING USE = flESIDENTIA!_
b. SEWERS (LfUCADIA WATER DISTRICT) 1- 760 - 753 -0155 USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAT 50% OF THE 2 GRADING
PLAN PROPOSED USE = RESIDENTIAL Q
C. GAS 3 ELECTflIC (SAN DIEGO GAS 8 ELECTRIC) 1- 800 - 411 -7343 STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AIMIONIUtd PHOSPHATE SULFATE, 16
-20 -0, 3 EROSION CONTROL PLAN GROSS AREA OF SUB DIVISION = 38 SF Uj
d. WATER (SAN DFEGUITO WATER DISTRICT) 1- 760 - 633 -2650 WITH iSAs SULPHUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4 EROSION CONTROL
DETAILS MIN. PROPOSED LOT SIZE = 19 SF (FUTURE PIA)
e. TELEPHONE (PACIFIC BELL) 1-800- 310 -2355 STATEMENT OF ENGINEER OF WORK MAX. PROPOSED LOT SIZE = 19,167 SF (FUTURE
PM)
f. CABLE TV (DIMENSION CABLE SERVICES) 1- 619 -598 -6666 AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
GRADING:
9. SEPTIC ` (COUNTY HEALTH) 1-800-253-9933 1 . RWGHENING THE SURFACE TO BE PLANTED BY ANY OR A COABINATION OF THE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE CUT = 367 CY O
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINtNG ANY WORK ON THIS a. TRACK WALKING SLOPES STEEPER THAN 6:1 .
FILL = 391 CY
PROJECT. PHONE: (619) 833 - 2770. GENERALLY ACCEPTED STANDARD AND PRACTICES OF THE ENGINEER'S TRAM OR PROFESSION. THE ENGINEER REMEDIAL
= 2122 CY (OVER EXCAVATION UNDER D)W & BLDGS)
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE
NTH THE RULES AND
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK 2, CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING
BY: CONTOUR INTERVALS = 1 FOOT W
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT
ANY PLANCHECK OR REVIEW
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE CD
C GRADING b. THE ADDITIBN OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS ENGINEER IS NOT A DATERMINATION BY THE CITY
OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY
TO PROVIDE VIABLE CONDITIONS FOR GROWTH. OF THE PLANS OR DESIGN, AND IT THEREFORE DONE NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR
THE B. LEGAL DESCRIPTION
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A Ql7RLlFlED SOJl. &ENGINEER OR UNDER hNSAiER PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER
AGREES TO INDEMNIFY AND HOLD
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS
DIRECTION. HE/SHE SHAH INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYflOSEEDING IS THE PERMANENT
LANDSCAPING, UNTIL THE HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR A PORTION OF LOTS 2 AND 3 IN BLOCK 22 TOGETHER WITH
A PORTION OF VACATED EOLUS AVENUE IN NORTH
L
BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS,
OR OMISSIONS OF THE ENGINEER AND LEUCADIA, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/ SHE SHALL PROJECT IS COMPLETED AND ALL SECURITY RELEASED. HIS/HER
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT THEREOF NO. 524 FILED APRIL 6, 1888, LYING BETWEEN LINES WHICH ARE PARALLEL WITH AND ARE DISTANT
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS/HER SUPERVISION AND THAT IN ENVIRONMENTAL DATA AND ARISING OUT OF THE WORK PERFORMED BY
THE ENGINEER. SOUTHERLY 343.20 FEET AND 426.40 FEET RESPECTIVELY, FROM THE CENTER LINE OF VACATED MONTEREY
HIS/HER OPINION, ALL EMBAKMfNTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE STREET, AND DIMENSIONS BEING MEASURED ALONG
THE CENTER LINE OF SAID VACATED EOLUS AVENUE. O
APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATION ARE ACEPTABLE FOR THEIR INTENDED 1 . STEEPEST EXISTING NATURAL SLOPE ON - SITE = 0.16:1
ENGINEERING CONSULTING GROUP C. SITE ADDRESS USE. 2. MAXIMUM VERTICAL DEPTH OF CUT = 2.64 FT 437 S. HWY 101,
SUITE 202 am 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND 3. MAXIMUM VERTICAL DEPTH
OF FILL = 6.52 FT SOLANA BEACH, CA 92075
289 HtLLCREST DRIVE
PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING _ P: (858) 259 - 4711
4. AVERAGE DEPTH OF GUT 0.66 FT
_ --� -
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF 5. AVERAGE DEPTH OF FILL = 1 .40 FT ENGINEER'
B Ni. 01 1 LEUCADIA, CA 92024
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE EARTHWORK: O APN 254 - 102 -13
BEEN INSTALLED. BY '
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE IMTH FILL 926 CY DAVID ASHCROFT, PE. RCE C47024;�
f XP. 12/31/09 DATE D. OWNER/ PERMITTEE o
STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE IMPORT = 626 CY
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS RONROTHENBERGANDLYDIAROTHENBERG
� �
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIEL TO A DEPTH ENGINEER OF WORKS AS -BUILT CERTIFICATE �,
UB C WORKS PT. Z
OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RfPONS18WTY TO y ;j89 HILLCREST DRIVE
BMP PROJECT STATUS: F_ PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. I, DAVID A. ASHCROFT HEREBY DECLARE THAT THE PREPARATION OF
THESE AS -BUILT DRAWINGS AND THAT THE �h LEUCADtA, CA 92024 �
PFl1� 760 - 6351986
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND INFORMATI�I SHOWN IS BASED ON ACTUAL SITE INVESTIGATIONS AND SURVEYS OF THE
IMPROVEMENTS BETWEEN BY: . Z
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBAKMENTS SHALL BE SHAPED, PLANTED AND THE DATES OF AND . TO THE BEST OF MY KNOWLEDGE AND EXPERIENCE
S TANDARD
- TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, THE INFORMATION SHOW ON THESE PLANS PROVIDE AN ACCURATE REPRESENTATION
OF THE AS -BUILT CONDITIONS. DATE: Z
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ESS/ W
BECOME LooseNeD SHALL BE Reoveo AND a sPOSeo OF. THE Toe AND TOP of ALL sLoPeo sr�v,u. se COUNTY HEALTH DEPT. ENCINITAS FIRE DEPT. JAN DIEGUITO
WATER DISTRICT ' # ��90 �• A � W
SHALL ENGINEERlNG W
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PLED OR OTHERWISE DAVID A. ASHCROFT R.C.E. NO. 047024 EXP. 12!31/09 DATE ' BY:
L /-i � - - -'-1. ���- r o � 47024 .,4 � CONSULTING Z
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A �� . R � � �¢ �' 12/31
� N
o ED APPERANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL NEAT AND FINISH. DATE: � I� ,{�.
����� GROUP
�r p�
'�7E` �E� 437 S. Hi 101, Suite 702 Solana Beach, California 92075 LjJ 47
BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. DATE: z DATE: SIGNATURE IXPIRES 2 YEARS
AFTER DATE � CJa- n: s5az5�a�ii F: 858.259.5732 www.��aec�om � CO
o Q
REVISIONS APPROVED DAT REFERENCES DATE BENCH MARK SCALE PLAMM AND BULDNG DEPT DESIGN BY DRAWN BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z
D.A.A. E.I.R. D.A.A.
STN: ENG04 MONUMENT LOCATED 4.5FEET PUNS PREPARED UNDER SUPERVISION OF RECOMMENDED s� APPROVED GRADING PLAN W
Z
WEST OF CURB ON THE WEST SIDE OF �'- -'
RAINTREE DRIVE IN CURVE KNUCKLE, 250 HORIZONTAL: BY: W �
M FEET NORTHERLY FROM INTERSECTION OF ,�/ ,i 1 BY: !y(• / V 1�. BY: 289 HLLCREST DR 019_GR
Z =
x RAINTREE DRIVE AND SANFORD DRIVE VERTICAL: DATE: 3 ' Y � � � ����� > PC 06 - 088 CDP ENCINITAS CA
w a
1* EL. = 67.639 (NAD88) EXP. � 2 � 3 � SDI DATE: Q � DATE: �! /G !OB PC 02 -282 CDP HEEf
t OF 4
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