2000-6798 G (Plans) rt
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A REGISTERED EOTE H
LEGEND
KKK TO O BS ; A A
GRADING NOTES. Z COpCONTROL •�-- _ ,� ,_ ._.. ('t73�
A. G 'Z'ION
1. IM P
CASE 2 11 Q T CEOR�CEfiti DWG.N0. SYMBOL ii O0"24'Yt�' E ia.tfd' _
1. ALL WORK SHALL BE DONE IN JACXa0R1?AUMCE WIRi THESE Pub's, THE STANDARD CUT =Y -Y
POWER POLE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PROPOSED
CUT OR FILL SLOPE (2:1 MAX.) FILL _ � =C / EXISTING 6' WOOD FENCE TO REMAIN
INY �
STANDARDS OF THE CITY OF ENCINiTAS, AND THE SAN DiEGO AREA REGIONAL DURING THE RA SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
STANDARD DRAWINGS, ANY CHANGES OR RMSiONS THEREFROM SHALL BE APPROVED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES
EXIS I CONTOM
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. WHEN RAIN IS EMINENT.
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED 3. DEVICES SHOWN ON PCAMS SI l NOT BE MOVED OR MODiFIED W FKW THE
APPROM PROPOSED CONTOUR 150 ...•- - �
AODITiON TO SINGLE FAMILY RESIDENCE 1075 STRATFORD DRIVE. ENCINITAS, OF THE ENGINEERING INSPECTOR. 300,00
CALIFORNIA 92024 PREPARED BY BARRY AND ASSOCIATES. SHALL BE CONSIDERED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION C TROL DEVICES TO WORKING ORDER
70 PROPOSED SPOT ELEVAIM
AS A PART OF THIS PLAN. ALL GRADING SHALL BE DONEIN ACCORDANCE WITH THE THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
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RECOMMENDATIONS AND SPECIFICATIONS CONTAINED WSAID REPORT. THE SHALL J j� ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PROPERTY LIVES -
-- z NO aRAD1N PRDPO `D 1,��0)
3 APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOrlIT10N NO REQUIRED BY THE CiIY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS
OR RETAINING WALL SD»SD C -
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
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SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION �RECTTON OF FLOW < EX. 13LOCK WALL TO�t
EId1C►N
WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND S'f9CL WE MECES"" PRE kUTiONS TO a_
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
EX. EDGE OF PAVEME>T a /
HAZARDOUS CONDITION.
5. SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO PROTECT 7. ALL EROSION CONTROL MEASURES FRONDED PER THE APPROVEb fNG PLAN SHA[L
E• 81 TO BE DEMOLISHED ® .00
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED CONDITION EXISTING PRIOR TO BE INCORPORATED HEREON.
lEX (3.iApr LINK FENCE
N o w i h 691
GRADING. B, GRADED A� A�JND THE PRO JECI P MUST DIM AWAY irROIII THE FACE W x ix ,� EX. BLOCK
WALL TO REMAIN W
SHALL B I" 6. THE DEVELOPER StE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK SLOPE AT THE CONCLUSION OF EACH WORK DAY.
AC PAVEMENT w a PLANTER
ED
WHICH IS DISTURB OR DESTROYED SWILL BE REESTABLISHED AND REPLACED BY
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL K Ni RAKE AT THE ENO DAY RAIN PROBABILITY
FORECAST EXCEEDS FORTY OF EACFtp CONC. WALK /PAVEMENT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, WORKING DAY WHEN THE FIVE (5 Z
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INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFIRMING TO ALL LOCAL. PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
IVEW 6" CURB G-1
SAW uT MATCH CONC. PATIO TO REMAIN Z � cj
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, UAW AND REGULATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
a
L GRADING AND EQUIPMENT OPERATING E X OPERAT WITHIN ONE -HALF 1/2) MILE OF A STRUCTURE OF
GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE SAND SAG <Doc> �' t � � Z
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 8 THE HOURS OF 5:30 P.M. STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
EX STEPS -
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CiTY RECOGNIZED HOLIDAYS. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
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9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEER STATE OF CALIFORNIA. AL TO REMAIN a 1
• F W
HELD ONSiTE WITH THE FOLLOWING PEOPLE PRESENT :CITY INSPECTOR, CIVIL ENGINEER, F. MROSEED 1. EARTHWORK QUANTITIES
TO
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADE MEETING •. w n
SHALL BE SCHEDULED WiTH THE CiTY AT LEAST 48 HOURS IN ADVANCE BY CALLING 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE 1111 TO CUT
: 8'10 CY 4 '. EX. BUtLOING TO REMAIN
( 760) 633- 2770. VERTICAL) OR STEEPER WHEN THEY ARE: -
FiLL : 11 CY
10. PRIOR TO HAAUIMG L DIRT OR MXTERIAtS TO ANY PROPOSED a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. EXPORT : 799
CY (�9 I j. FF 167.0
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND b. 5 FEET OR MORE IN HEIGHT IN CUT LEAS, UNLESS SLOPE I5 NOT SUBJECT TO
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RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY
2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 1
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY THE CiTY ENGINEER.
ENGINEER MAY IMPOSE WiTH REGARDS TO THE HAULING OPERATION. 3. MAXiMUW DEPTH OF CUT : 7 FEET - ��+ (99 E
e r
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOiL AT THE OPTIMUM LEVEL FOR I
�
MAXIMUM HEIGHT OF FILL : 1 FEET Z
FINAL GRADING � 166)'
11. UPON FINAL G APPROVAL OF THE WORK I THE GRADING PERMIT BUT PR
OF SECURITY, AN AS- GRADED IOR TO Z THE GROWTH OF THE HYDROSEEDED GROWTH. {�� ." w - .. •.
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L AND /OR FINAL RELEASE U T z 2 REMOVE EX
CERTIFICATION SHALL BE PROVIDED STATING : "THE GRADING UNDER PERMIT N0 .6798 AREAS TO BE I•IYDt OSEEDED SHALL BE PREPARED PRIOR TO BY: 4.
VOLUME OF CUT 21870 CU. FT. Q w CONC. WA
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING " 5.49FT. AVERAGE DEPTH OF CUT W -' o
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: AREA OF CUT 3983 SQ. FT.
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT S HALL a. TRACK WALKING SLOPES STEEPER THAN 6A. u
�
BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES z
SUCH GRADING OPERATION. 1.22 FT. AVERAGE DEPTH � FiLL
k RIPPING AREAS THAT WILL NOT BREAK UP USIMG TIN 'a" ABOVE. VOLUME OF FRL 2 CU. FT. � I : •
. _(165)
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: AREA OF FILL 242 SQ. FT.
N. NOTIFICATIONS a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP M NOT NOTE: QUANTITIES SHOWN HERE ARE APPORXiMATE.
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1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTRITY PIPES AND SATURATED SEED BED. Z r
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO C OVERING THE ADDITION OF SOS AMENDMENTS,
SALINE SOILS TO PROVIDE V J�A � ABLE CONDITION OF LEA01ING OR STEPS AS P
GROWTH CtTRB DATA W 6 ARC HITECTUR
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN w DRAWING.(
ON THIS PLANS, HOWEVER WDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWT14t UNTIL THE � EX.
GARAGE ATE o � 3 1
THE CONTRACTOR iS REQUIRED TO TAKE DUE MEASURES TO PROTECT PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE Q A /
BEARING RADIUS FT LENGTH FT ' a. ,0
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ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
TO DEMOLISHED
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTIUTILITIES UTILITIES 1 N 87'12'46" W - 24.77 ? ;.
I :.
OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF OWNER'S CERTIFICATE 46 W 7.84 NEW
OLD.
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N 87'12 3 I
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK w n
2 N • �'
SEWER (CARDIFF SANITATION DISTRICT) 1 -800- 422 -4133 WE HEREBY CER I IFY'FUR A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR ---
w FF =158.0
SAN DIEGO GAS AND ELECTRIC 1 -800- 422 -4133 WiLL BE RETAINED TO SUPERVISE OVER -ALL GRADING ACTIVITY AND ADVISE ON THE
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PAD =157.3
WATER (SAW DIEGUITO WATER DISTRICT) 1 -800- 422 -4133 COMPACTION AND STABILITY OF THIS ITE. 4
PACIFIC BELL 1 -800- 422 -4133 & AN EASEMENT OF II' FOR PUBLIC UTILITIES, INGRESS AND EGRESS, GRANTED TO SAN DIEGO ,
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CABLE TV (DIMENSION CABLE SERV� 1 - 422 -4133 21 2 Z GAS AND ELECTRIC COMPANY, RECORDED IN FEBRUARY 17, 1831 IN BOOK 1866, PAGE 147
; Ii, _ (162) - --
3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRlr�i TO GEORGE STIMSON DATE OF DEEDS. Y
I • • ..
BEGINNING ANY WORK ON THIS PROJECT. PHONE : (760) 633 -2770 t .. _
OWNER 08 c
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INS PHONE : z m K
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t0 1n :' 4- .+r .• r .•+ �. -r r. ter. !
60) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE �3- vi o ... , • • •
SUBJECT TO REJECTION AND REMOVAL ELIZABETH SON DATE EX. GROUND 3' R w
C. GRADING OWNER 3.42 �--" m W
VARIES °c D ACE : N ttuEY: sTAnt .G.
1. ALL THE GRADING SHALL BE 1NSPEC I AND 'ESiED BY A QUALIFIED SOILS ENGINEER OR 1075 STRATFORD DRIVE, Ems, CAIJF t 92074 PH. 523 -0616
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UNDER HIS DIRECTION. HE SHAD. INSPECT AND TEST THE EXCAVATION PLACEMENT Z :1 CUT ' . _ , J FM �L ::::::::::::::::::::::::::
- : ' • �'
AND COMPACTION OF FILLS AND BACKFlLLS AND COMPACTION OF TRENCHES. HE SHALL SOILS ENGINEER'S CERTIFICATE EX. GROiIiMO
' ' ' ' ' ' ' ' ' ' ' i� _
SUBMIT SOILS REPORTS AS REQUIRED AND DETERMINE THE SUITABILITY OF ANY 4" PCC WALK t 60)
FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OVER 12" SUBGRADE 2:1 isILL 2.51 ! - :':':'
n =
R. BARRY G C MCAAL ENGINEER I1 THE STATE OF 0 . NO. 111L •
� :1 / .
INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN CALIFORNIA , PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOiL MECHANICS,
COMPACTED TO 95% OF 4 ,
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOiL CONDITIONS PREVALENT
WITFIIN LAB. MAX DRY DENSITY 1 O ID ,1 I '
WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES MA 00 AND
45.00' ' ::: 1 :: = ::: (1
ARE ACCEPTABLE FOR THEIR INTENDED USE. .ANNE -2000. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH
y
11 •
Z. THE CONTRACTOR SHALL PROPERLY GRADE ALL E»AVATm SURFAACES TO PROVIDE MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
SEC A -A ::::::::::. :: c�
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE
FURTHERMORE, rT9 v N ' o� •' z
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
RECOMMENDATIONS I I HAVE BE1/1EVVE0 THESE GRADING PLANS A ND CERTIFY THAT THE CLUDED �,::!
N IN THE SOILS REPORT FOR THIS PROJECT SD�G'TTON SHOW w
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED a G < �.w _ •�+•� .
AREAS UNTIL SUCH TiME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES INCORPORATED IN THE GRADING PLANS AND THE SPECIFICATIONS. oP R k�
OF EX. WALL ON PRO. WALL" rn m t x
HAVE BEEN INSTALLED. SEC B -B Z < 1 91 + so
All AREAS TO FILLED SHALL BE PREPARED 10 n= ! ML SHALL BE f>�tlE: Z 2- O t 60011 �� rtrs `'' v<i N uj
PLACED IN ACCORDANCE WiTH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND 0cc E Yp . >tM 102 } N
_ ; ; ; :: _ °D
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE G.E. N0.: 00119 LICENSE DXPIRATION DATE. 03 -31-02 " c F O �cN''
Q AY AS PER THIS PLAN < _ ~.... .:: 00',24'1b" E �.Od' s - (i57)'�'
UPON WHICH THE FILL iS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL `��4 P �` tom. ' '' :::::...:•:::•:::::
:: i W.M.
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE OFCAL* 20 6' CURB PER SDRSD. NO. G-1 a �'�
Y:- :: g. :::- :::::: , EX.SEWER LAT c
SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT DECLARATION OF RESPONSMLE CHARGE � o m �
.::::::: ;;K_ ; ::: ; ::::�;::: / EX. DRIVEWAY
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND 3 TYPE II 6 CK BLO WALL AS PER OPLU 4
_
1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT t N: '''' ''''' :':::::.
TO BE REM_.OVED' �.-
COMPACT THE FILL IN STRICT ACCORDANCE WiTH SPECIFICATIONS. 56)
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 04 +�
� • ---� � _ . c-- -'_"" � (1
4. CUT AND FiLL SLOPES SHALL BE CUT
AN TRIMMED TO FINISHED GRADE TO PR DUCE IN SECTION 6703 OF THE BUSINESS MID PROFESSIONS CODE, AND TWAT THE DESIGN IS 4 PCC SIDEWALK
OVER NATIVE 1.29�
t5a.tsFS
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND CONSISTENT WiTH CURRENT STANDARDS.
3.5%
EMBANKMENTS SHALL BE SHAPED, PLANTED MO TRIMMED AS DIRECTED BY THE 5 STAIR /S PER ARCHITECTURAL DRAWING rl
_
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. T ALT. STONES, ROOTS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF"110NS
BY THE (SEPARATE PERMIT) EXISTING AC PAVEMENT SJ 4u
AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH CITY Y OF ENCINITAS DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
OF MY w
ARE LIABLE BECOME LOOSENED SWILL BE REMOVED AND DISPOSED OF. THE TOE RESPONSIBILITIES FOR PROJECT DESIGN. O NEW BLD. AS PER ARCHITECTURAL
DRAWING - o
r � A -
ANDINANCEF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING FIRM: SUMANIT DESIGN - (SEPARATE PERMIT) � J
S �T APPROX. ROAD CROWN /
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5. ALL TREES BRUSH. GRASS. AND OTHER OBJECTIONABLE MATERilit SHALL BE COLLECTED, ADDRESS: 4422 GLACIER AVE., I F V p�pFE3g�0 j STR
ATFOR�3 8 1
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE CITY, STATE: SAN DIEGO, CA 92120 'fit j
gi RIVE
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND RMSHED APPEARANCE FREE •.
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED : _(619) 284 -1848 d `' o : ' = SWrA FE
ORNE - - - - - -- - -�� - - - - - - - � - - Jam- - - - - - - -- -
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH t THE NORTH ONE HALF OF LOT 'I5, 'we ,
MATERIAL. BY C r�..f,1..,. DATE: a - 2! - o! • ! , ' HIGHLANDS, ACCORDING TO THE MAP THEREOF..010. 2141,
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SAID MAHDAVI ; FiLED IN THE OFFICE OF THE COUNTY RECORDER - OF SAWN
R.C.E. ONO.: 42517 REGISTRR�I EXPIRATION DATE 03 -31-44 DIEGO COUNTY. DECEMBER 4, 1928. `
GRAPHIC SCALE
MOJECT WC
t o L v a To 20 .o
FIRE DEPARTMENT CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER DISTRICT VICINITY MAP
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THIS PROJECT IS LOCATED WITHIN - ASSESSORS PARCEL NUMBER � 't
258- 344 -07 IN FEET) cs
3� 0/ 1 Inch = 1 ft. Z
W
WME &ATE MME DATE WIME &ATE z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP T ,� MAS sM
DESIGN Im WN W CHECKED 9Y APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING
N0. W
S .K. NAIL DRIVE TERLI DR. � : "_10' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION CONTROL
PLAN FOR: z
EL= 154.51 AMSL ° _ - � s 79 8 - �ir W
Vol = N/A � . 3 .� . �. W. = x+251, BY j, � a PROPOSED ADDITION TO STIMSON S RESIDENCE
°
SAID HO DATE : sjIAj 01 DATE : 1075 STRATFORD DRIVE, ENCINITAS, CALIFORNIA
SHEET 1 OF 1