2003-7786 G (Plans) WORK TO SE DOt
GRADING OOIL8 ENGWER'8 CERTMATE PUOFCWAY
I 50
i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TNESE PLANS. THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SONS
I. cdJe,L. rw,tus>rie.v A REGISTERED CIVIL DIONmt IN THE STATE OF
Concrete Washout STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTIRUCTION. THE DESIGN ENGIEEt OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST
THE CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL - - - - - - -
OONSiRUC110N STANDARDS OF THE CITY OF ENCNMTAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACIffNLS AND MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SON - 8" ANN. TINT - - l
• Contractor Ad establish and use an adsgaately sixsd concrete washout area to AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF
TRENCHEL HE SHALL SU I MIT SONS REPORTS AS REQUIRED CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY _ -
contain washout wastes an site. It is Meal to waeln concrete, du r% mortar. THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON
DNiEC710fN BETWEEN THE DATES N•gf. Lw3 AND Jw.r. s.••4 ONE
REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
OIIES ..
COMPLETE COPY OF TIIE SOILS REPORT COMIPLFD FROM THIS STUDY WITH MY
stu cco. d* P and the Ike into post eto de c o n vey a nc e th e system or any � � SOILS REYOit ..gyp
1 1/2 GRAVEL
receiving water. Cantroctar shd post o sign designating the washout location. � L � 1�0� ��� I -��0� AND TESTS IIIEIIE MADE BY HIM OR UNDER
HIS SUPERVISION AND THAT N HIS RECOMMENDAl10NS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. EXfS1)NG GROUND 2. T TITLED 'PIELMMNNARY LEOIECFNMCAL
INVESTIGATION, OPTION, ALL EMBANKMENTS AND EXCJ1VA710NS WERE CONS71RUClm N FURiHERMOIC I HAVE REVIEWED 'THESE GRADING PLANS AND CERTIFY THAT THE PUBLIC
RIGHT - OF - WAY
Construction Site Access PROPOSED GARAGE/ GUEST COTTAGE' PREPARED BY CH STIAN WHEELER ACCORDANCE MATH THE APPROVED GRADING PLANS AND THAT ALL
EMBANKMENTS RECOMME RATIONS INCLUDED IN THE SOTS REPORT FOR 1FMS PROJECT HAVE BEEN
ENGR.. D 12 -12-02 SHALL BE CONS A A PM T OF THIS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR MENDED USE. INCORPORATED IN THE GRADING
PLANS AND SPECIFICATIONS.
GRADING PLAN. ALL GRADING SHALL K DOW IN ACCORDANCE THE
• A stabilized construction site access shall be povided for vehicles agrees and RECOMMENDATIONS SPECIFICATIONS TAIED IN SAID REPOR�T
r . 2. 7HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
ingress to present tracking dirt off sib. 71* shall include using material such as PROVIDE P097M DRAINAGE AND PREVENT PONDNG OF WATER. HE
SHALL � 14'ANN.
gravel and /or corrugated stets panels /plats. 3. APPROVAL OF THIS PLAN DOES HOT CONSTITUTE APPROVAL OF SIZES. CONTROL SURFACE WATER AND AVON) DAMAGE
70 ADJOINING PROP07ES OR SIGNED: DATE 14sr /,4- -
LOCA71ON AND TYPE OF DRAINAGE FACKJ71M NOR OF IMPROVEMENTS TO FiNISED WORK ON THE 97E AND SHALL TAKE REMEDIAL MEASURES TO
Construction Vehicles; FOR STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UN71L SUCH TIME AS
$AR Q
FOR THESE SHALL BE REQUIRED N CONJUNCTION WITH IMPROVEMENT PERMANEiNT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RJE
NO.: 11 2 -1.17 EXP. DATE: 9� Tv� d 1^ O
• A spscilic area away from gutters and starmdrain shall be designated for PLANS INSTALLED. PROVIDE APPROPRIATE
TRANSITION
BETLEEN STABO HIED CONSTRUCTION
con@bucdm vehIF' pekip, vehicle nfir &Mi and routine equipment maintenance. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -97E GRADING. 3.
ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FNl IAN R ENTRANCE AND PUBLIC RilpiT -OF-
AN major repoiry shall be made off - site. U y
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUITED TO �� E PLACED N ACCORDANCE WITH STANDARD SPECIFICA710NS. ALL 4025 4026
MERCURRY Y STREET ENGINEERING r+ c s� WAY
Erasion Control PR07ECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING �,�TOR FROM HE IJ� WI MATERI 1 � iO��PL�� � ��• � i211,
No. GE215 � , 8T CONSTRt�CT10N ENTRANCE
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 CON017M (0158) 406 -9760 Exv 9-30-05
• Ereeion control must be provided for all erosive surfaces. Sloped surface EXISTING PRIOR TO GRADING. NATURAL GROUND . THE AL E�XPOSED SOILS
1 D TO A FIRM TH OF w rt
JOB lea: CWE 202700.1
especially shall be protected against 6' AND THEN COMIPAC7ED TO A MINIMUM OF 90 PERCENT. IT SHALL BE 1HE 1. SET
POSTS D EXCAVATE A 2. STAPLE WIRE FENCING TO
erosion by installing erosion resistant surfacer such a 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONMACTWJR'S RE.SPONSMM
i4E UTY TO PLACE, SPREAD, WATER AND COMPACT THE W AND
BY 4 Mr (10 BY 10 CM) T POSTS.
MARK WHICH IS DISTURBED OR DESTROVED SHALL BE REESTABLISHED AND FILL N STRICT ACCORDANCE WITH SPECIFICATIONS. STATE NT OF E
OF WORK TRENCH UPSLOPE FROM AND
erosion control mats, adequate ground cover vegetation. REPLACED BY A RE061ERID CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ALONG
THE LINE OF POSTS.
and banded III matrix. 4. CUT AND FILL SLOPES SHALL E CUT AND 7RMMM EIO iO FINSH GRADE THE UNDERSIGNED ENGINEER AGREES THAT
THE WdIK PERFORMED IVY 7HE
7. THE CONTRACTOR SHALL DESIGN, OONSIRUCT AND MAINTAIN ALL SAFETY 4.
PRODUCE IM007H SURFACES AND UNIFORM GOBS SECTIONS 7HE SLOPES ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
AND 1
• No excavation and grading activities are allowed during DEVICES INCLUDING SHORIII AND SHALL BE RESPONSIBLE FOR CONFORMING ING OF EXCAVADONS AND EMBANKMEiNTS
SHALL E SHAPED. PLAN70 AND TRIMMED PRAC710ES OF THE ENGINEER'S TRADE or PROFESSION. THE ENGINEER FU RIIHER
wet Weaver. TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LANAI AS DIRECTED BY 711E ENGINEER OF WORT( AND LEFT IN A NEAT AND
ORDERLY AGREES 7HAT THE WORK PERFORMED HERON SHALL E IN ACCORDANCE MATH i �-
IT'
AND REGULATIONS CONDITION. ALL STONES, R0073 AND OTHER WASTE MATTER EXPOSED OR THE RULES AND REGULATIONS REQUIRED BY THE
CITY OF ENCNMTAS. THE
• Diversion dkee shall be constructed to chawnM runoff around the construction EXCAVA710M OR EMBANKMENT SLOPES WHICH ARE LIABLE 70 ECOME LOOSENED
ENGNIFJ=RR AGREES THAT ANY PLAN CHECK or REVIEW PERFORMED BY THE
site. Contractor shah protect channele d erasion using AN
permanent and d GRADING; EWPMENT OPERATING WITHIN ONE -HALF (1/2) MILE E OF
SHALL E REMOVED AND DISPOSED OF. THE 781E AND TOP OF ALL SLOPES CITY OF ENCNM N TAS ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS
ternpanary erasio n can" an A SI UlCTUARE FOR HUMAN OCCUPANCY SHALL NOT E CONDUCTED KIWEEN Sys BE ROUNDED IN ACCORDANCE WITH 111E GRADING ORDINANCE.
PREPARED BY 7HE ENGINEER IS 140T A DETERMINATION BY 711E CITY OF
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS. SUNDAYS
• Remove existing vegetation only when absolutel 5. ALL 711 BRUSH, GRASS AND 07HO OLEC71ONAME MATERIAL SHALL DESIGN E OF TS
BARD 1F � ADE
1HE ENGI �AGREES GR� or 4 IN (10 CAT)
AND CITY RECOGNIZED HOLIDAYS �
TO 11 I I I �
shall be conducted in phases to avoid E COLLECTED. PLED OR 07HERON DISPOSED OF OFF THE SITE BY THE INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCNITAS AND 175 OFFICERS.
gory. th e Promos unnecessary H B HE G OPERATIONS H 7H COMMENCE UNTIL A PIIEGItADING MEETING CONTR SO AS TO LEAVE 7H E ARE AS 7HA
HAVE BEE CLEA WIiH A AGENT AND EMPLOYEES FROM PROPERTY DAMAGE or BODILY INJURY ARISING 3. ATTACH THE FILTER FABRIC N 4. E XC AVA TED AND COMPACT
THE
removal of the natural ground cover. HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: THE WIRE FENCE
AND EXTEND R EXCAVATED SOiL.
Do not remove tress or dwubs u nneonewly; they help deaeaee erosion. CITY INSPECTOR CIVIL ENGINEER, SOILS ENOINEER.GRADING CONTRACTOR
ERRORS. MEA A ND SHED APPEARANCE OF A FINI S SIHFLJ_ ALL E GUTTED FROM APPROVAL THE G
THE SOILS AND HIS/ AMTS or 40 ACTS, ER o OMISSIONS � WTO THE TRENCH.
AND PERMITiE:. THE PREGRADE MEETING SHALL E SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL OF SUCH
T AND ARISING OUT OF THE WGr SCOPE
' Temporary vegetation must be planted an slopes or when construction N not CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -277a
Immediately planned for erosion control purposes. Erosion shah be prevented by dip PERFORMED e
planting gr�+9 pe annial 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY - VII I >
>: > WIRE -1
fast- annu and to shisid and bind the sal. I FILTER FABRIC
PROPOSED COON SITE %1'*M iHMS PROJECT THE DEVELOPER SHALL 1. ALL SLOPES SHALL E PLANTED AND IRRIGATED IN ACCORDANCE WITH
I
Plant permanent vegetation an soon as possible, once excavation and grading SUBMIT 70 AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PLANS APPROVED
B THE CI TY ENGINEER. PLANS SHALL CONFORM TO THE OGAN DARE _f
o . H- I I Ir
activities are carrhplete. AND R IREMENTSN� CITY ENGINEER MA IM111 E WIT WITH REG DS iO iFE IR I�GTI F TED LANDSCAPE AND AROS
RCE NO.: 39726 s r r '"� I I',I I TI _III -
• Water usage for dust control shall be minimized. 2. FINISH GRADING AND PLANTING SHALL E ACCOMPLISHED ON ALL SLOPES
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT PRIG TO OCTOBER 1 OR IMMIEDIMMY UPON COMPLETION OF ANY SLOPES GRADED
L.OGAN ENGINEERING c .r�e � SILT FENCE
BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FiINAL RELEASE OF SECURITY, BETWEEN OCTOBER 1 AND APRIL 15. 132 N. EL CAMINO REAL,
SUITE N
On -site Construction Material Storage AN AS - GRADED CERTIFI SHALL BE P STATNR 'TI GR ADING ENCINITAS. CA. 02024 �,
s CONFORMANCE WITH APPROVED HAS B EEN
G PLAN � N S ON 7HE E �1 QW711t� (760) 510 -3152 ?� orvah.
Stand materials shall be contained in a secure place to prevent seepogn and 1. N CASE EMERGENCY SI REQUIED, CONTACT STEVE JONES AT
elr �h
epMage Caniractar shd store these products where they will stay dry out all the ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL E FOLLOWED BY THE 760
420 -9598 ? 1 APPROVED I EQUIV VA ALENT TO M BE INSTALLED
rain. Contractor shall provide secondary containment for d feel stand on -sits. DATE AND 9GNA7URE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING (
) (24 HOURS)
OPERAl10NL ON ALL EXPOSED SLOPES
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2. TOPS OF ALL SLOPES TO BE DIKED OR
• Eliminate or reduce pollution of star, water from stookplies kept on - eke. � U07SWAiI(M AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ALL NECESSARY OWNER CERTIFICATE TRENCHED TO PREVENT WATER FROM
Stockpiles may include soil, poring moterids, asphalt corsets. base, MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
FLOWING OVER THE CREST OF SLOPES.
etc, Stockpiles shall be located away from concentrated stormwater to and FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
1. TH EXIS AND LOCATIO O F U UTILITY PIPES AND
stormdrain inlets. Stockpiles shah be covered a protected with ad stabilization IMMINENT. 1 (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR ENGINEERING M
nheowrree and provided wRlh a temporary aednnent barrier arou three perimeter at STR CTUR RECORDS THEE BEST OF OUR OBTAI EDGE A SE C NO
GEOLOGIST H BEEN or WILL E RETAINED TO Sl1PERVISE OVER ALL GRADING 3 BAGS HIGH (MAX.) O
ON times. EXISTING U TILITI ES FWCO EXCEPT AS BEGAN ON THEE PLANS, HOWEVER: THE I DEVICES SHOWN ON PLANS SHALL NOT E MOVED OR MODIFIED
WITH OUT THE ACTIVITY V19E COMPACTION AND STABILITY OF THE SITE.
CONTRACTOR IS REQUITED TO TAKE DUE PRECAUTIONARY MEASURES TO APPROVAL OF THE ENGINEERING INSPECTOR.
1 04
Training PR07ECT ANY DUSTING; UTIJ7ES OR S7RUC7URES LOCATED AT THE WORK 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY M CONTACT THE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
DATE ! - O a $ C4
' Contractors' anployess who perform construction in the City of Encinitas shall FOLLOWING OWNERS OF SAID U71LJM OR STRUCTURES PRIOR TO ANY RUN -OFF PRODUCING
RAINFALL S ES
be trained to be feni w with the City of Encinitas don. water pollution control EXCAVATION. FOR VERIFICATION AND LOCATION OF uTMJT1ES AND
requiemwnb. Ihm BMP Roue slid be available to everyone working an alts. The M07FICA71ON OF COMMENCEMENT OF WORK. 5. THE CONTRACTOR SHAD. INSTALL
ADDITIONAL EROSION CONTROL DATE r g 0q NOTE: LOWER BAG ROW TO BE
propety owner(s) and the prime contractor must inform subcontractors about MEASURES AS MAY E REQUITED BY THE CITY ENGINEER DUE 70 UNCOMPLEi0
BURIED 6' UNDER GRADE.
storrmwater requirements and their own responsibilities. A. SEWERS - ( 760) 633 -2790 - CARDIFF SANITATION DISTRICT. GRADING OPERA71ON OR L**MRES EN
CIRCUMSTANCES WINCH MAY ANSE SCARE
NO IL GAS ! ELECTRIC - (900) 227 -2600 - SDO E. 6. THE CONTRACTOR SHALL E RESPONSIBLE
AND SHALL TAKE NECESSARY - GRAVE AG DETAIL .. UU
Waste Management PRECAU �.�r - - -- O Z
C. W I - (700) 753 -64e6 - 0I WATERS aIEAlE A�HAZARmoU�s Dp01�110NAS3 ONTO AREAS W IMPOUNDED - - T - - -
•
Contractor shah be re@porhaDle for properly diaponing of d waste and unused r UlY! 1W Z w
construction materials. Dumping of unused or worsts EP E
products an the ground. D. TELEPHONE - (800) 227 -26M - PACIFIC LL 7. ALL E DOOM CONTROL MEASURES PROVIDED THE GED PER APPROVED
GRADING PLAN h I i
wh water can carry then into conveyance system W strictly pnohlbited. SHALL BE INCORPORATED HEREON. CARLSBAD W. �
LE
ee the W z
E CABLE TV - (900) 227 - 2600 - DANIELS CABLE. ' Ift RILL y4 ITEM STD. DWG. SYMNX Z
w
* No seepage from dumpstors shall be discharged into a GRADED AREAS AROUND 7HE PROJECT PEIMEiER MUST DRAIN AWAY FROM 7HME SITE
-- O t-
FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. I PARCEL. BOUNDARY .................... .............................
.. _ _ _ _ _ _ 2 5
n
stormwater. Berms /dikes shall be placed around dumpste i
2 CONTRACTOR SHALL No71FY TFIE CITY ENGINmt'S OFFICE 48 HOURS d (n
to divert the natud storm runoff. Du mpetsrs shall be Checked *equently for PRIOR TO BEGINNING ANY WORK ON 1HIS PROJECT. PHONE: (760) 633 -2770. 9.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL E IN PLACE AT ' is
Make. Dwnpster Ids shall remdn dosed at d times. Dunpates without lids shall THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBANUTY
LIMITS OF GRADING t CuT/FNL LINE ...............................
be placed witnh structures with krnpervioua roolinq or caused with taps in order 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR FORECAST
EXCEEDS FORTY PERCENT (4011). SILT AND 07HO DEBITS SHALL -------- DUSTING CONTOUR ...................... ............................... 320
W
to avoid rain contact with any boat material. INSPECTION. PHONE :(760) 633 -2770. ALL WORK PERFORMED WITHOUT E REMOVED AFTER EACH RAINFALL
OC
BENEFIT OF INSPECTION WILL E SUBJECT TO REJECTION AND
........... ...............................
• Many construction materkale, indudlrp solvents. voter -based paints, vehicle REMOVAL. OL /I/ENHAIN FINISH CONTOl1R ...........
320 z O
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ?
III broken asphalt and concrete. wood, and deeed vegetation can be recycled. EFFECTIVE COVERAGE OF GRADED SLOPES (9011 COVERAGE) PRIOR TO
D RAINAGE SwALE (1.5x MN) .......... ............................... - � W .1
Nan - recyclable materials must be taken to an appropriate landfill or disposed of NOVEMBER 15' THE SLOPES SHALL BE sTANUZED WITH PUNCHED STRAW
as hazardous wants. For information an dkrpoed of hazardous material, call the ENVIROWNTAL DATA INSTALLED IN ACCORDANCE WITH SECTION 36.023 OF THE
EROSION AND ROAD FINISH ELEVATIONS ...................... ............................... _VZ& ?
Hazardous waste Hotline toN free of (800) 714 -1195. For information on WA Mn SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
J
�
and to order dumpsters call EDCO at (760) 436 -4151. CONSERVATION. PROPOSED A.C. PAVEMENT ............. ...............................
W
1 STEEPEST EXISTING NATURAL SLOPE ON -SITE - 50x ` Z
• Pollutants deal be kept off expand surfaces. Pico. trash can. and ncyding 2) MAXIMUM VERTICAL DEPTH of cur - 1&0' EARTHWORK o8
GRAVEL BAGS ............................. ............................... 0000000 N
receptacles around the site
CUT = 2so C.Y. +/- FILL = 1e'IQ C.Y. +/- EXPORT= 4- C.Y. +/- r� �ctT� SILT FENCE ...............................
............................... - x X-
EY C, M
• Portable taiets must be in good working order and checked irequenlfy for leaks. 3) MAXIMUM VERTICAL DEPTH OF FILL - 10.0
Contractor @hall provide secondary containment and locate portable toieb away 4) AVERAGE DEPTH OF CUT = 250 x 27 + 900 - 7.5' NOTE: �-
�1 STAMPED A C TRAIL CROSSING ....... ...............................
inm . .
VICINITY MAP
from stormdrain inlets on pervious surfaces. EAR THWORK Q UANTITI ES ARE CAL ON A 1HEOREii BASIS ONLY M
• 5) AVERAGE DEPTH OF FiLL = 250 x 27 + 1200 - 5.6' A IN CLUD E VOLUME FOR CLE/GR SHRINKAGE 71E5 AND T.B. PG. 1146
-153
AN construction debris shall be kept away from the street. gutter. and / G SWELLING r BL AFF THESE
Z
stormdrain. Contractor must routinely check
. Civil Engineering (n
and d ean
wa up material that may have traveled away from construction site OOII AJINTY SI3VVKMS BIICWM FM D�ARIIMW OWirER & PERMTTEE:
Stormwater Pollution Contra BMP Not" SITE LOCATIOIIk LEGAL DESCRIPTOR Land Plannin
Relative to Construction Activities • Structural W N
STEVE do GERI JONES 3586 COPPER CREST RD. PARCEL 1 OF P.M. 4460 • Surveying U)
Z
C/O TALBOT CUSTOM BUILDING OLIVENHAIN, CA 92024 A.P.N. 264- 223 -21 W
770 RANCHO SANTA FE RD., 'E' Z W
JVENHIN CA lb
OLA 92024 132 N. El Camino Real, Suite N •Encinitas, CA 92024 � 0
r"
760- 420 - § 598 LIVENH N CA FILE NAME: Taot- gtl.dwg Phone 760 - 510 -3152 Fax 760 -510 -3153
W Q
APPROVED
BY APPR' DA PLOT DATE: 01 -07 -04
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK 8- CAI F PLAN NO dt BMMlb APPFIOVALS CITY OP ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING NO.
OC
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