1995-4419 G (Plans) Fr ill � ,.,.
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SOILS ENGINEER'S CERTIFICATE LEGEND WORK TO BE DONE
A. GENERAL C. GRADING
A REGISTERED CARL ENGINEER 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
�A 12 � i. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
I,
8' BLOCK WALL (SEE WALL SECTIONS) AND 221, 222 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS
ENGINEER OR UNDER HIS DIRECTION. HE SWILL INSPECT AND
IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE WALL- DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
FIELD OF APPUED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES BACKFILLS
AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS
AND STUDY OF THE SOIL CONDITIONS PR WITHIN THIS SITE WAS RK 5'X5' ROCK ENERGY DISSIPATOR PER R.S.D. D -40 OR REVISIONS THEREFROM SHALL
BE APPROVED BY THE CiTY REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF
MADE BY ME OR UNDER MY DIRECTION BETWErWEEN THE DATES AND (0.6' NO. 3 BACKING ROCK OVER 0.6' D.G. WITH FILTER CLOTH) ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION. ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR
THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE SANDBAG BARRIER (2 BAGS HIGH) 2. THE SOILS REPORT TITLED PRELIMINARY
GEOTEGHNICAL UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE RECEIVED THESE
GRADING PLANS AND CERTIFY , THE RECOMMENDATIONS INCLUDED IN INVESTIGATK)N, PROPOSED SINGLE FAMILY
f SIDENCE, 1302 EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE
THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE RUBENSTEIN AVE, ENCINITAS, CALIFORNIA UST 25
LIFORNIA DATED AU, 1994, WiTH THE APPROVED GRADING PLANS AND THAT ALL EMaANKMENTS AND
GRADING PLANS AND SPECIFICATIONS. - �- DAYUGHT LINE (BOUNDARY OF CUT AND FILL) SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE
F GRADING SHILL BE DONE IN ACCORDANCE REPORT. THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
SIGNED: TO PROVIDE POSITIVE DRAINAGE AND PERVERT PONDING OF WATER.
ELEVATION POINT ON FINISH GRADE
/r . p 1` 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, HE SHALL CONTROL SURFACE WATER AND
AVOID DAMAGE TO ADJOINING
RCE NO.: 271n8T � J P ., LOCATION AND TYPE OF DRAINING FACILITIES, NOR OF PROPERTIES OR TO FINISHED WORK ON
THE SITE AND SHALL TAKE
EXP. DATE 3 IMPROVEMENTS WITHIN STREET RK,HT -OF -NAME SEPARATE UNTIL SUCH TIME AS PERMANENT DRAINAGE AND
EROSKIN CONTROL
REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS
/9 �ratrse APPROVALS AND PERMITS FOR THESE SHALL EE REQUIRED IN
r"
4p CUT OR FILL SLOPE MAXIMUM 2:1 (HOR. TO VERT.) CONJUNCTION WiTH IMPROVEMENT PLANS.
�t MEASURES HAVE BEEN INSTALLED. .
� or CO E ck' 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR MY OFF SiTE 3. ALL AREAS TO BE FILLED SFWl BE
PREPARED TO BE FILLED AND
0 GRADING. FILL SHALL BE PLACED IN ACCORDANCE WiTH STANDARD
ELEVATION OF TOP OF PROPOSED SLAB SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
5. CONTRACTOR SFW1 TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM
THE SURFACE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
DECLARATION OF RESPONSIBLE CHARGE --- 1� EXISTING CONTOUR ONES ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FiRM NATURAL
TO CONDITION EXISTING PRIOR TO GRADING. GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
6. THE DEVELOPER SHILL RESPONSIBLE THAT ANY MONUMENT OR 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT.
IT SHALL
THE DESIGN OF THE ENGINEER OF WORK FOR THIS PROJECT, - • - • - • - BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
BE THE CONTRACTOR'S RESPONSIBILITY R PLACE SPREAD, WATER
I HEREBY DECLARE THAT I AM THE E EXERCISED RESPONSIBLE CHARGE O
D BLE AVER STORM DRAIN ESTABLISHED AND REPLACED BY A REGISTERED CARL ENGINEER OR A
THAT I HAVE AND COMPACT THE FILL IN STRICT ACCORDANCE WITH
PROJECT AS DEFINED D BECKON BLE A THE BUSINESS AND LICENSED LAND SURVEYOR. SPECIFICATIONS.
PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
4. CUT AND FILL SLOPES SHILL BE CUT AND TRIMMED TO FINISH GRADE
STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS o INLET TO PRODUCE SMOOTH SURFACES AND UNIFORM
CROSS SECTIONS THE
ENCINITAS IS CONFINED TO A SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE SLOPES OF EXCAVATIONS AND
EMBANKMENTS SHALL BE SHAPED,
AND SPECIFICATIONS BY THE CRY OF ENCINITAS ENGINEER OF WORK, OF MY FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK OR
REVIEW ONLY AND DOES NOT RELIEVE ME A T
RE VIEW ONLY AN FOR PROJECT DESIGN. HEALTH STANDARDS, LAWS AND REGULATIONS. HIS ASSIGN AND LEFT IN A NEAT AND
ORDERLY CONDITION. ALL
o EXISTING "9 INCH" DIAMETER TREE TO BE REPLACED STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION
�. DATE y� �G j 8. GRADING AND EQUIPMENT OPERATION WITHIN ONE -HALF (1/2) MILE OR EMBANKMENT SLOPES WHICH ARE
ENABLE TO BECOME LOOSENED
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP
OF ALL
G STEEL VICINITY MAP BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SLOPES SHALL BE ROUNDED IN ACCORDANCE
WiTH THE GRADING
PO BOX 808 (574 EMERALD LANE) SUNDAYS AND CiTY RECOGNIZED HOUDAYS. ORDINANCE.
MARBLEMOUNT, WA 98267
360 873_4300 9. NO GLIDING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 5. ALL TREES, BRUSH, GRASS, AND OTHER
OBJECTIONABLE MATERIAL
MEETING WAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SHIM BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE
PRESENT: CiTY INSPECTOR, SOILS ENGINEER, HOME DESIGNER, SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE
GRADING CONTRACTOR AND PERMTTTEE THE PREGRADE MEETING BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE
FROM
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS
FILL SHALL
SANTA FE DR. ADVANCE BY CALLING: (619) 633 -2770. BE SECURED FROM THE SOILS ENGINEER AND CiTY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MATERIAL
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SiTE WITHIN THIS PROJECT THE DEVELOPER D. EROSION CONTROL
ENGINEERS NOTES SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY
WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL
FRIEDMAN AT
1. ALL EARTHWORK QUANTITIES ARE ESTIMATE QUANTITIES ONLY AND SITE IMPOSE WITH REGARDS TO THE HAILING OPERATION.
619 944 -6451 OR 619 942 -5371.
ARE NOT TO BE CONSIDERED FINAL PAY QUANTITIES. �t 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE
11. UPON FINAL COMPLETION THE WORK UNDER THE GRADING PERMIT AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ALL
2. FILLS OVER 12' IN DEPTH REQUIRE COMPACTION TESTING. z BUT PRIOR TO FINAL GRADING APPROVAL FINAL RELEASE OF NECESSARY
MATERIALS SHALL BE STOCKPILED ON SITE AT
S AN A CERTIFICATION SHALL SHINE BE PROVIDED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
3. TOPOGRAPHY PROVIDED BY OWNER AND DENNIS McCARTY LS.3788 z STATING: 'THE GRADING UNDER PERMIT NO. 4419 -G WAS BEEN
DATE: FEBRUARY 1995 PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED TEMPORARY DEVICES WHEN RAIN IS EMINENT.
GRADING PLAN OR AS SHOWN ON THE ATTACHED GRADING PLAN".
NOT TO SCALE CARDIFF -BY- THE -SEA THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 3. DEVICES
SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
OF THE CARL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
SITE ADDRESS B. NOTIFICATIONS 4• THE CONrRAM SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CiTY ENGINEER AFTER
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTIUIY PIPES AND EACH RUN-OFF PRODUCING RAINFALL
1302 RUBENSTEIN AVE. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 5. THE CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION CONTROL
CARDIFF, CA 92007 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE MEASURES AS MAY BE REQUIRED BY THE
CITY ENGINEER DUE TO
NO EASING UTILITIES EXCEPT AS SHOWN ON THESE PUNS, UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
HOWEVER,
WHICH MAY ARISE
' LEGAL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY
OWNERS CERTIFICATE MEASURES TO PROTECT ANY EXISTING UTLITIES OR PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS
WHEN
CERTIFY THAT A REGISTERED SOILS ENGINEER OR A GEOLOGIST PORTIONS OF LOT 22 OF RIDGEWAY HEIGHTS, IN THE COUNTY OF SAN DIEGO, STRUCTURES
LOCATED AT THE WORK SITE. IT IS THE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
I HEREBY C STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 2163. CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
APN 260- 073-09 P#5ZCEL "A" OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
HAS BEEN E IFY BE RETAINED TO SUPERVISE OVER ALL GRADING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
APPROVED
ACTIVITY AND ADVISE ON THE COMP AND STABILITY OF THE SEE. DOC A a � s - 043 6 a
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES
COMPACTION CERTIFICATE OF 1 - 7- COMPLIANCE . N0. GRADING PLAN SHALL BE INCORPORATED HEREON.
RECORDED o9 28 95 AND NOTIFICATION OF COMMENCEMENT OF WORN(:
NAME L DATE: �" 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
PAUL W. FRIED OR FRIEDMAN _� A SEWERS - CARDIFF SANITATION DISTRICT 619 633 -2770 FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
7S OWNER B. GAS & ELECTRIC - SDG&E 800 422 -4133
� 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SENILE BE IN PLACE AT
PAUL W. FRIEDMAN AND LESUE ALLISON FRIEDMAN C. WATER - SAN DIEGUITO WATER DISTRICT 619 753 -1145 THE END
OF EACH WORKING DAY WHEN THE ENE ( DAY RAIN
1302 RUBENSTEIN AVE. PROBABIITTY FORECAST EXCEEDS FORTY PERCENT (400 X). SILT AND
CARDIFF, CA 92007 D. TELEPHONE - PAC. BELL 800 422 -4133 OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
PHONE: 619 944 -6451 OR 619 942 -5371 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
E CABLE TV - DANIELS 800 422 -4133 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
I" IA . RETAINING, WALi- /FENCE GOMBlNA rtor.A QUANTITIES 2. THE coNrrsACroR SHALL NOTIFY THE CITY ENGINEERS OFFICE 4 8
NOVEMBER I T HE SLOPES SHALL BE STA BILIZE D w0 PUNCHED
Hrl4HT 15 To T3� 12' 0" HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE EROSION AN SD EDI CONTROL HANDBOOK
OF THE STATE OF
E
1. CUT 313 CUND. 619 633 -2770. CALIFORNIA DEPARTMENT OF CONSERVATION.
FILL 585 CUND. 3. THE CONTRACTOR SWILL GIVE 24 HOURS NOTICE ON CALLS FOR
IMPORT 335 CU.YD. INSPECTION. PHONE 619 633 -2770. ALL WORK PERFORMED WITHOUT
EXPORT 63 CUND. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND
REMOVAL
2. STEEPEST EXISTING SLOPE = 33%
WHERE PROPOSED GRADING IS TO OCCUR = 33%
J
LsJ
3. MAX. VERTCAL. CUi DEPTH = 4.8' `t'� Y�i w
MAX. VERTICAL FILL DEPTH = 5.0' e P ip e S� c~
�4 F
4. AVE DEPTH OF CUT = (313)(27)/5901 = 1,43' }� No. 22,445 J
AVE DEPTH OF FILL = (585)(27)/10399 = 1,52 Exp. 9 97 <
�L M�
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE(U.D.N.) COMMUNITY DEVELOPMENT DESIGNED BY Gs eY " Gs APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
S.D. COUNTY BM OC -0180 PLAN PREPARED UNDER THE SUPERVISION OF RECD ND? APP VEC� A GRADING PLAN FOR:
ELEVATION 171.12 HORIZONTAL (NA) 0 3 -y DATE 9/i2/9S BY BY �•7 FRIEDMAN R E S D E N C E
4419-G z
R.C.E. 22445 61
VE (') BY DATE GINEER: ERALD STEEL EXP. 9/30/97 DATE �0- 12 - `15 DATE 10 -13 -aS 92 -219 CR
SHEET 1 OF 2 uwj
POOL (SEPARATE CONTRACT)
a 6 DIP —
RESIDENCE PROPOSED RESDENCE b
2% 181.1' F.F. 2X _ - - - -' I DC,ty R PWL. C.L. 1-11 r
� - 04
- - - -- - - - - -- ---- - - - - -- - - - - -- - -- -----------------
WALL SECTIONS EXISTING GROUND LINE EXISTING GROUND GARAGE 0 DRIVEWAY 1 °�1h 10k0 1�1 (�WLLF STREET
SECTION B -B 1
SECTION A -A A ( -25% MAX)
SCALE 1• = 20' SCALE 1• = 20,
1% 4X -12X -21X -15X -4X OX 10% j
» (ESTIMATED WALL LOT 23
HOUSE 7 0- 4;f 5' -0• 6' -0"
A. 6' - 8 HEIGHT TYP. (ti-P-) GpRpGE HOUSE
6 BRICK WALL O ELEVATION 181.8' T -0' 5' -O 4' -0 l L 18' -d' C.L.
REFERENCE BUILDING EL A
• T.W.L 173.7' MEANS TOP OF 1 1 1 8 BLOCK AND STUCCO
WALL 'L' IS AT ELEVATION 173.7.
A 1 1 k ' �O 1 ` J,`0 101 1 CRN
REFER TO WALL SECTION *L7 FOR
V ' FENCE 4' YIN, 4.5' TYP. 1 LINE
ADDITIONAL DETAILS. FOR �\ d O �'' N 89 56 45' E 17893' �Q. t� �' T P OLE 5' PHONE EASEMENT O
�\• p 1
EXAMPLE, WALL HEIGHT IS ,10 ,1b �� �� �' �� DOC. N0. 77- 511705 1
ESTIMATED AT 4' -O', SO 12 O
BOTTOM OF WALL IS AT - T (REMOMVE » , T� 1• / 1 y 0 1 �B 4 8 ( - n.a.�LEVATION
169.7'. 1 p j h a b 1 DRIVEWAY DETAIL
,3 � P1K P TYP. v ' 10 sETBiu K �,• ONE . Locr � / -- ----- ' •i� — ��-
A 1 AD for, RK -- -- - - - - -- --- - - - - -- — r - -- - -- -- - - - - -- - - - -- — — - -- — — TO
k - - 1 !j r I / OLD PHALT 1 ,�y� \ 1� b � I C! 1 1 al SCALE 1 = 10
F
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A•1 SUB DETAIL `� I \ �0 1 1 1 1f0A 5
GAZEBO (z) 4 RpO ES 1
- - 3' - C PER OWNER •y : 1 � I I ' �G g U11 1
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MIN C. 6' -0 1� O '
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EXISTING C40 ` P
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GAZE TIN
PARCEL I 1 W
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DATED
09 ^28 ^9S 1 " 1 , 543210 5 IS
p
D. 4' 8 » lr+.Rl I REMOV .1
La I OLD ASPHALT 1
EzlsnNC R AILROAD TIE AND 2X12 i
b RETAINING WALL REPLACE 5' 1�1 �'? I i
5 To WOOD FENCE WITH 4' CHAIN LINK � 1 PROPOSED 1
I z 1"Y 11 1 RESIDENCE
1 4y
o k F.F. 181.1
Il E 5'- 4 »�N,�•� RK - - - - -- ws
. NOS 1 2M INO"f or-�lC*Hl� `� 11 PAD 179 �� `�` A : V im ' -1 B
E. FOR F+oOL L^ptp ALL EXT. STEPS
11 y`? 6 RISE, 11 RUN ~� + `� O CID I
Pool 1�L S 3 ST 1 IV
1 P.i-TYP. [� 1
._ O
GUARDRAIL 1 O43 S1A8 Al GR►
MIN y f OPEN MAX OF I
��� 1 �: ? `� 2S, -u 1
F . 8' - 0 T" �,' 1` y .. CONCRETE v 1
GRADE HEIGHT EQUAL ` 1 DRIVEWAY 1
TO WALKWAY SUB HEIGHT 1
I �� -H� � � � 1 v� e 1 : •
1 1 A LE % WAGE 181.5 AGE MIN. ELEV. 181.8` \ 1 a
F
SWIMMING POOL \
1
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(SEPARATE TRACT) (LOCK
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-- LOT 22 WALL / °
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G. 2 —0 cam) o '� .................. y �.
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PAVEMENT
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6' CAW 10 NOTE: USE3l.-SC STANDARDS #221 AND #222 FOR ALL RETAINING WALLS WITH
?00 010A TO 8" BLOCK SUBSTITUTED FOR Or BLOCK AND MIN W BARS ,#4 -2 AND MIN "B" sio
5 � KR OWI R.�.' /3 -3fOC. WAI.1••TYPE-3 NOTED WITH WAW- SE- 4W
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MIN EXISTING WALL H
1. 4' - O„c�� TOE OF NEW I EM/ I ,
_
I WALL BELOW � I � I � B `� I �� I
45' LINE I I -- MIN E,j � Spy -- - MIN -- MIN
MIN 7 No. 22,445 L 7'-T I I 7
-- * 3o s7
J. 1' -4 „(� K. 6' -8 » cv) L. 4' -0»cv) M. 1' -4 „ cam) N. 1' -4 0. 1' -4 »`r� 71 tgr \ ,•P P. 1' -4
„��� Q 3' -4'i�) R. 4' -0 „(�� S. 1' -4 "(�) T. 1'- 4 „ (NR) U. 0'- 8'(N•�-)
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE(U•O•N•) DESIGNED BY 1 DRA N BY I C H ECKED s APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
S.D. COUNTY BM OC -0180 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN ED APP V% A GRADING PLAN FOR:
ELEVATION 171.12 HORIZONTAL 1 = 10' DATE 9 / /z /9,f BY BY 4419 z
'14�Az VERTICAL ,• _ ,G' R.C.E 22445 F R I E D M A N RESIDENCE
DATE �d- ► Z.�s DATE f 6-13 -95
GINEER: GERALD STEEL EXP. 9/30/97 92 -219 CR I SHEET 2 OF 2 w