1996-4837 G (Plans) GRADING NOTES NOTIFICATIONS
LEGEND LEGAL DESCRIPTION THE EASTERLY 600 . 45 FT . OF THE SOUTH
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
1/2 OF THE SOUTHEAST 114 OF THE
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 'BY A R/W 60' R/W S . D . R.
S . D . = SAN DIEGO REGIONAL STANDARD DRAWINGS SOUTHWEST 114 OF SECTION 10, TOWNSHIP
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS . TO THE BEST OF OUR 30' 30'
13 SOUTH, RANGE 4 WEST, SAN BERNARDINO
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 10' 1 20 10'
20. S . D . R . S . D . MERIDIAN, IN THE CITY OF ENCINITAS:"
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: SAWCUTLINE ITEM NO . SYMBOL
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY Ac OVERLAY -' 3' 21
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2'
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES EXIST. PAVING& I -I ^TYPE G CURB & GUTTER PROJECT BOUNDARY AoPeN,: 258-111-21
AND 256-340-35, 36
2 . THE SOILS REPORT TITLED " PRELIMINARY SOIL & GEOTECHNICAL LOCATED AT THE WORK SITE . IT IS THE CONTRACTOR ' S BASE DAYLITE & RECONSTRUCT
INVESTIGATION PROPOSED,40 LOT RESIDENTIAL SUBDIVISION SAxoNY ROAD, RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO -- -__ __ .; 2.1 SLOPE
UP TO CURB EXISTING PROPERTY LINES S1 ADDRESS EAST END OF SEACREST WAY, ENCINITAS, CA .
ENCINITAS,CALIFORNIA. .1 PREPARED BY MV ENGINEERING, INC. CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR � - ------ ELEv
FATED MAY 20, 1991, SHALL BE CONSIDERED ASA STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND \ EXIST. 2 1 SLOPE PER EXISTING
CONTOURS -- 230--� PlEnWIEE BECK PROPERTIES, INC .
PART OF THIS GRADING PLAN . ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF FIELD SURVEY BY
480 CAMINO DEL RIO SOUTH
PASCO ENGINEERING EXISTING BROW DITCH SUITE 115
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: TYPICAL SECTION \2� SAN DIEGO, CA . 92108
CONTAINED IN SAID REPORT . SEACREST WAY T
A . SEWERS - ESD 633-2770 \. EXISTING CATCH BASIN
STA.1*48.73 TO STA.7+71.31 OWNER FRANCIS E. MOJONNIER
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF NTS \ EXIST. GRWND PROPOSED CUT/FILL LINE C
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422-4133 F_ PO
BOX 231005
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE / EINCINITAS, CA . 92023
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633-2848 . PROPOSED CONTOURS 260
CONJUNCTION WITH IMPROVEMENT PLANS.
D . TELEPHONE - (800) 422-4133 PROPOSED SPOT ELEVATIONS 260.1 ESTIMATED QUANTITIES
4 . WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE 201 sDG&E ESMT.
GRADING. E . CABLE TV - (800) 422-4133
PROPOSED GRAVEL BAGS (SEE SHEET 5) 000 CUT 42, 000 C . Y . *
5 . CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2 . CONTRACTOR SHALL NOTIFY THE CITY ENGINEER ' S OFFICE 48 2; R/W 10OW HPS
ST LIGHT R/W PROPOSED EARTHEN BROW DITCH FILL 42, 000 C . Y . *I 56'
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT . 1o' 1 18, 16' 10'
ALLAN- BLOCK R.ET. WALL SYSTEM, PER IMPORT 0 C . Y . *
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (619) 633-2770 . 2. M �I PROPOSED MAS9NRY n . WA-LL PEPr-16
m
•� 6' TYPE G CURB & GUTTER �" t nn-rnn PG rr1. nnn r
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING., M 5' S' SAN BTE68-&fIEA E+i� T��cc�T�Q" .
3 . THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR qi 1, L
EL AS SHOWN 1 2 SECTION A-A UNLESS OTHERWISE NOTED
2 IN PROFILE PROP WM. * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
6 . THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION . PHONE: (619) 633-2770 . ALL WORK PERFORMED I 2^/" PROPOSED
TYPE B ' BROW TG D-75
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL 8E RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO pl� I 2"/0 2°/0 ON
LY . (CALCULATED ON A THEORETICAL BASIS. ACTUAL
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. i ��. `- PROPOSED 2: 1 FILL SLOPE QUANTITIE
S MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
OR A LICENSED LAND SURVEYOR. p1 t50 TC rt ELEV. +Q04'
�l
�F T. OVEER R E EX: UNLESS OTHERWISE EX. PROPOSED 2: 1 CUT SLOPE
7 . THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL �• SEE NOTE 2 FOR SHOWN
STRUCTURAL SECTION _ _ _ ENVIRONMENTAL NOTES:
TYPICAL SECTION
SAFETY DEVICES, . INCLUDING SHORING, AND SHALL BE PROPOSED 4" PVC DRAIN PIPES,UNLESS OTHERWISE - - -
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SOILS ENGINEER'S CERTIFICATE NOTED WEREOU 1 . THE STEEPEST
EXISTING SLOPE IN THE GRADED AREA IS 10%
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND PROPOSED TYPE "F" CATCH BASIN D-7 oQ
REGULATIONS. I, MLA D� 1 5> � T A REGISTERED CIVIL ENGINEER IN THE STATE OF SEACREST WAY (EXCLUDING
AND EXISTING MAN MADE SLOPES) .
CALIFORNIA, PR'INCTPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL STA.8+55.96 To STA.12+50.23 PROPOSED 12"X12" NDS AREA DRAIN
OR EQUAL ❑
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL NTS
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 14' AND THE MAXIMUM
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY PROPOSED
PCC DRIVEWAY G-14 VERTICAL HEIGHT OF FILL 14'
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A . M. DIRECTION BETWEEN THE DATES //AND 09C 149 b . ONE COMPLETE 3.
A . ) AVERAGE DEPTH = VOLUME OF CUT (C. F. ) = 4.12'
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. COPY OF THE SOILS REPORT COMPILE UM THIS STUDY, WITH MY PROPOSED DRAINAGE
SWALE OF CUT AREA OF CUT (S . F . )
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
9 . NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I R/W 561 R/W PeSEB
411 A A PE MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE HAVE REVIEWED THESE GRADING PLANS AND CERTIFY A 'THE 10, 18, 18' 10'
® B. ) AVERAGE DEPTH = VOLUME OF FILL (S. F . ) =4.61'
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE 51 5' PROP
W.M.LOC. 5' S' 1' P+.
OF FILL AREA OF FILL (S. F . )
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING... BEEN INCORPORATED IN THE G DING PLANS CIFICATIONS. � RT.TC Q+07oFi '
�
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN Qg0 /O/y� �,/ �11 { 2' 070, �2^ GEOGR/Q SC1-fEOULE
ADVANCE BY CALLING (619) 633-2770 . SIGNED: �� V A, FH• LTTC g0.04FT 210- 6RlD NO.BLOCK COURSES
� p\SHgq� icyI z°/" HT. BURIAL (IN.) LAYERS LENGTH ABOVE 6ASL
10 . PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY RCE NO . : y y 2� "
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE w Na.46174 �* / �i - DL Dz
- - --- ---------------- -
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE EXP . DATE: Z - - `� EXP. 1231-98 �' Z'' i � -- ��" 0- 2.33' E"
O -�+- - - - - - - - - - - - - - - - - - - - - - -- SHT. S
SLOPE VARIES 2:1 MAX. � + » SHT 2
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER , 2.33'- 3.81 3.5 1 3 4 I
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE `Iq/ CN4l 4Rr 1.50'OVER EX. /� a
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING FOFOLtiFG SEE NOTE FOR STRUCTURAL SECTION 3.8 C- 5.08' 4.S" 1 3-I 4
45
OPERATION. DECLARATION OF RESPONSIBLE CHARGE
TYPICAL SECTION 5.08'- 5.72' S.S" 2 3.6 3 ? }
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. PACIFIC VIEW LANE
„ LOT 7 LOT 8
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE SEA VIEW COURT S,72'-
G.35 G 2 3.9 3 7 LOT 21 LOT 22 3
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS NTS
LOT 9 LOT 20 T 1 }
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
T- _� Of
4837-G HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS ` ' N�
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON � o
THE ATTACHED AS-GRADED PLAN" . THIS STATEMENT SHALL BE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
u o Z
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
LOT 6 I O
WHO CERTIFIES SUCH GRADING OPERATION_ DESIGN. I I LOT 23 CO
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED G/ 7 1.o' I 1 3 3 Z
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE BY: DATES °J� ti•_
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS WAYNE SCO 0 I 0 LOT 5 z LOT 110 LOT
19 = O
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL R. C . E. 29577 / Z 'T -- Ln
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE LOT 24
�I !�
SUITABILITY OF ANY FILL MATERIAL . UPON COMPLETION OF w >
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND OWNER'S CERTIFICATE 1 00 - _ - a m
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 1 LOT 4
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE I HEIZEBYCERTIFY 7,44T A I2EGIsTEIZED SOILS EA/GIk1&&2 Oe GEOLOGIgr H46wzk/ Z
LOT 11 LOt N
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE O¢ W/LL 8E eET4/VED Tp SUPE¢V/SE OVE24GC G24D/VG ACT/V/TYCLI/O ADVISE OP 1
0 O 1 3 LOT 25
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS T14e COMPACTIOA/ AND ST4$/G/TYOF S-/E S/7E. / " DETAIL 1
ARE SUITABLE FOR THEIR INTENDED USE. ^� a aa^ _ 1 to
1 ^�... ,,,ten FILL BERM 1 > LOT 3 w ` I
13 . THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED //� TOP OF ALL SLOPE > LOT 12 LOT 1 17
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING /G aruzE c / NTS m I I
3 -
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID Z LOT 26
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE i N _ a I I I
FRIJ.t/C/5 E. .�90TOrt/+t//E.t' LOT 2 w _______ ___ _ __
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION : �` ��� •^+ _
P. O. BOX 23/005 sue' , - tOT- 11� - --+---
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT - .., • '� da^••=• 1 1 LOT 16
I I
f./t/Clit!/TAS, Cq. 92023 �»
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. c 3 LOT 27 1
w
14 . ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ES4esEb o + I
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NOTE: ° o LOT 1 ILOT 1b LOT 1115 I
SPECIFICATIONS . ALL VEGETABLE MATTER AND OBJECTIONABLEF. _
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE /.0 4CCOR ,0,9A/CE ll CO+I/O/r10A1 i-O OFrHE e 5ocur/O/t/ OF APP�Ol69L, /UO ; ; a \\
SURFACE UPON WHICH THE FILL I5 TO BE PLACED. LOOSE FILL c9",01A/G f'EV?Mlr /S r0 66 19-611E,0 OA/ rAl RRO,TECr UA/!TG q eEMEO/qT/Od/ 6 SEACREST
-c. !.,A e. . >- -_- _ WAY MH LOT 28
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM f'GgN ADOA'ESS//VC, ON-S/rr SOIL CO/VTAM1A14r1ON HqS eeEA/-WPA72W1150 a � � w
H N W W
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO BY THE 06c141erMEA/r OF EAII�/,POA/MEAIr4L HEALTH SE,PLllCES AND /S rO 0
I
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 THE SAT 13FAC7-10A1OFBOlH COh1MC/A117Y 0,611 •LCl°MeA1r A= THE EA161All e N
PERCENT . IT SHALL BE THE CONTRACTOR ' S RESPONSIBILITY TO DEP4PTA/EA/T. - - - -------- - - - - - -I _ ---=_-I
- -- - - - - - - - - -
- I
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 3
ACCORDANCE WITH SPECIFICATIONS. SECTIQN-A-A-
- LOT 40 I
LOT 29
15 . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH OPTIONAL
2` �' -- - _ - e � 1r W' BRAIN KEY MAP SCALE: J " = 100 ' I
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS CAPSTONE �-� �- �- I I
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS LEGEND 3
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE A
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY w SHEET LIMITS ------ LOT 39
CONDITION. ALL STONES. ROOTS AND OTHER WASTE MATTER ALLAN SACKFILL SUB- DRAINAGE AS /u Q LOT
30
o G 2 SHEET NO. SHT. it
BLOCK ^ RECOMMENDED DY SOILS ENGINEEt2 G N
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 7 S v (� EXTERIOR BOUNDARY Z
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED AS GRADED NOTE 0 y w Sx V)� w I Z ` I
THE GRADING 8 IMPROVEMENTS > Zo Ir LOT LINT= 3
OF . THE TOE AND TOP OF ALL SLOPES SHALL BE .ROUNDED IN a w mO _
ACCORDANCE WITH THE GRADING ORDINANCE. SHOWN ON THESE PLANS WAS �O� v� } OUAIL LOT NUMBER LOT 1 LOT
38 v LOT 31
^ (� F z ¢ PROP SEWER -s - 1 -
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL DI-?.INAGE OBSERVED TO BE "AS GRADED" O 19 BOTANICAL O
_�_ Z u
PRIOR TO OCCUPANCY" ANY AND ALL � GARDENS PROP MANHOLE
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF FILL • • ^ z I
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT H PROP SEWRCLEANOUT -� O a 3
^ GEOGRID LANDSCAPING PREFORMED BY INDIVIDUAL a ENCINITAS BLVD
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE I o Q o � a PROP. STREETLIGHT o-� I
N LOT 37 '-' 1
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ti n LOT 32
3 OWNERS SUBSEOUENT720 TUAT DATE lS n V PROP WATERLINE -w >_
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND D4 NOT 3NOWN NEREON. 0 CURB OUTLET o D
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL . ^ ' - 7 DO I ,
D-75 BROW DITCH = D --- 1 - 1 z a^
Z WESTLAKE ST. EARTHEN SWALE & LOT 36 3
^ D3 LOT 33 Lj
D2 Q�OFESS/p/y� w DRAINAGE DIRECTION
A .
LANDSCAPING / W
�O
A. `� Z NPo
1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE B ` L D1 p �- ��E pis �� I
--- v _ z I -u
ra
WITH PLANS APPROVED BY THE CITY ENGINEER . PLANS SHALL 0 /� �Q p r2n VICINITY MAP • NO SCALE LOT 35
LOT 34 wow =�
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ^ ^ iw No. 29577
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS . uv mza
COMPACTFrp GE2ANLSLAM - EXp. 3/31/99 AS DUI L1 a Imo
2 . FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL BASE " SEE SHEET 5 FOR EROSION CONTROLI a
e0Vl
SLOPES ANY SLOPES TO OCTOBER I OR IMMEDIATELY UUPON COMPLETION \ SECTION Q- A `P>,q CIVIL �\ � 3
TFOF CALIF®Q WAYN PASCO PATE `SHT 4L
NTSL--=----- - - - - - - --------- - -- ------
l 29577
ORTj BY CHECKED BY
WAP APPROVALS C I T Y OF ENCINITAS E N G I N E E R I N G DEPARTMENT DRAWING N 0REVISIONS APPROVED
DATE REFERENCES OATS BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY ,
� CITY OF ENCINITAS CONTROL PT. NO. P002 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED GRADING PLAN FOR:
-
LIEN-BLDG WALL'%'P" IN
a UMI ATE WALL A I 4RA o` PK IN RE,OUEZA, WEST OF I-5 HORIZONAL 1" = 20' DATE: /9 97 BY: / BY: I
4837 -
ewss D2AIAl ez sre cru r G
rar ADJUST OTS /-/¢,-O. AFFUR. p`- ' VERTICAL N/A �� �/,I / , �}� 7 R. C . E . N0 . 29577 DAT E: t{-
DATE: �� SEACREST ESTATES
a./u tors Is-4o,-O•,SO AIP= � VAYNE PASCO 3 -'7
A5 c t ELEV. 174.36 MSL NAD 83 DAT EXP .-3-31-99 WORK PROJECT NO. TM 95-066 SHEET 1