1997-5049 G (Plans) GRADING NOTES NOTIFICATIONS
LEGEND LEGAL DESCRIPTION LOT 2. MAP 13320. CITY OF ENCINITAS, CA. b
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 3' MIN.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR S. D. R. S. D.
A.P.N.A 264 - 240 -34
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ITEM N0. SYMBOL
ul
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER:
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2 SITE ADDRESS DOUBLE LL RANCH ROAD.
ENCINITAS. CA. PROJECT BOUNDARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES !
2. THE SOILS REPORT TITLED "SOILS INVESTIGATION; PROPOSED LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
SINGLE - FAMILY RESIDENCE; LOT EAST OF 651 QUAIL GARDENS DRIVE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID EXISTING PROPERTY
LINES
ENCINITAS, CALIFORNIA " PREPARED BY SOUTHLAND GEOTECHNICAL UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
Mc COMAS
LYNN
EXISTING CONTOURS OWNER/PERMI7TEE MARTY AND
CONSULTANTS DATED DECEMBER 31, 1996, SHALL BE CONSIDERED AS A VERIFIFCATION AND LOCATION OF UTILITIES AND NOTIFICATION 1'
3462 L AND L YNN
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN OF COMMENCEMENT OF WORK:
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS PROPOSED CUT /FILL LINE n _ CARLSBAD, CA 92008
CONTAINED IN SAID REPORT. J'AoAf. ae 64w1TE
A. SEWERS - ESD 633 -2770 oie e00 P:e_-;eC,r70ti1 PROPOSED CONTOURS rA
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF q_R ul
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 0 10 PROPOSED SPOT ELEVATIONS
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848. PROPOSED GRAVEL BAGS (2 BAGS HIGH) Cl,
D M CD I= C)c"
CONJUNCTION WITH IMPROVEMENT PLANS.
D. TELEPHONE (800) 422 - 4133
PROPOSED EARTHEN BROW DITCH ESTIMATED QUANTITIES
- BR D PER DETAIL AT RIGHT
- Q
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING. -- CUT 4-fn8 C. Y2 ,200 CY
E . CABLE TV - (800) 422 -4133 AT LOCATION SHOWN ON THE PLAN. PROPOSED 2: 1 FILL SLOPE Ti--16 Dlk?T l5
fiLl2EHUY O� J SITE STOCkP /LED. ~ 4
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 NO SCALE
FILL 4 C. Y. * s,soo G /T JUST,veEDS T�7t3E COMPACTED 1V PLACE.
PROPOSED 2:1 CUT SLOPE Y
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PROPOSED PCC DRIVEWAY G
-14
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (619) 633 -2770. '.:� IMPORT 0 C.Y. *3, GOO C-*
REPAIRED TO THE CONDITION THAT EXISTED PRIOR TO GRADING. ��•,' �_ ��. -�� �_. , � �,_ ,:�...
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PROPOSED DRAINAGE SCALE �' �---- *
6, THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
PROPOSED BROW DITCH D -75 ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO b
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. (OR ROCK LINED PER DETAIL) QUANTITIES
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
OR A LICENSED LAND SURVEYOR.
PROPOSED 6" PVC DRAIN PIPE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ENVIRONMENTAL NOTES:
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEER'S CERTIFICATE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, /(-1 -ka.aa S REGISTERED CIVIL ENGINEER IN THE STATE OF �'' 1. THE
STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 28.6%
REGULATIONS. CALIFORNIA PRI CIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 1 2 , �,CLUDING AND EXISTING MAN
MADE SLOPES
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 8.3 FT
8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY ��� 3' MIN.
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS .AND THE MAXIMUM
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES AND ONE COMPLETE VERTICAL HEIGHT
OF FILL T .
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY S
l4.U' FT. 2.591`T-
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY < 0 0 1
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) _
ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I 2 PAD
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE OF CUT AREA OF CUT (S.F.)
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING - _ _ _ 1 1 6./o PT
_ S� B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) _ .
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR,. AOJECT HAVE - Oo
OF FILL AREA OF FILL (S.F.)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED N THE GRADING PLANS AND SP
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING l
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: l
ADVANCE BY CALLING (619) 633 -2770. _ �� c� D -75 BROW DITCH OR 1
RCE NO.: � 70Z _ _ .� �' 7g2
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EX �-+ ROCK LINED AS SHOWN ��,� SECTION B - B
.12 - 31 - 97 I FILL BERM AT TOP OF SLOPES AS INDICATED
PROPOSED CONSTRUCTION -SITE WITHIN THIS PROJECT THE EXP. DATE: 12 - - _ __._ w _ -_ __,___._ __
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE cP BY SYMBOL SHOWN I LEGEND �� w
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER �q 0 4�1a� G �\� NO SCALE GRAD IC SCALE
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ���'xCAl�F4g N0. 3 BACKING
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING DECLARATION OF RESPONSIBLE CHARGE FILTER rABRIC
OPERATION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. QROFESSjr 0 40 80
120
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE �� E A,0 ql SE A
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS PJ� �S ���, BROW Di' (D
-75 OR ROCK LINED)
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. co 3 �'
PROVIDED STATING: "THE GRADING UNDER PERMIT N0. No. 29577 o m
5049 -G HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT Exp.03/31/99
c
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. sl CIVI\.
WHO CERTIFIES SUCH GRADING OPERATION.
lF OF CA�Z
12, ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY° C DATE ♦ oG5 �O s -- -_mac'' EXP T. 8" PVC WATERLINE
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WAYNE ASCO W
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS R.C.E. 29577 ♦ 2' �, PER DWG. NO. 4402 -G
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL 20' a
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE EXISTING PRIVATE ROAD
" g 0 \�
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWNERSCERTIFlCATE: � `; 1� DOC. WATER .EASEMENT PER �
`
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND ♦ ._ O
t T.
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ° ♦ REC. - 1 ' T , PROPOSED DEVISED CUL-
DE-SAC
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE RETAINED
GEOLOGIST I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ti AND SLOPES PE�t DWG. NO. G
T '' , , REVISION NO,
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE HAS BEEN OR WILL BE TO SUPERVISE 1 h
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION "' vo °'
ARE SUITABLE FOR THEIR INTENDED USE. AND STABILITY OF THE SITE. EXIST, B " PVC SEWE
♦ PER DWG. N0. CS 20
i'
♦ 6 " "A"
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ' Cr' 1 ; TYPE A IKE
i
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OWNDRAIN
�- i �, 3 , T , PER 4 -G CONST. AC D PER SDRSD D -22.
4 '04 "E 643.25
�e A•D.R. APPROVAL FoR EL CAMINO DEL NORTE RHO SANTA FE HORIZONAL BY: DATE: 5 7 BY: BY:
' _ _-
DAMAGE
E TO ADJOINING PROPERTIES . R OR C TO W FINISHED WORK AVOI ON THE SIGNATU E DATE FIDE v aN =:-n PE D WG. cs
- 2021 _
�V7 �!
+- i--BEGIN 6" CURB 2 46 J8
_
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MARTY AND LYNN Mc COMAS eo.g7 FL / o F
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 3462 CORVALLIS ` -- MOLND AC OVER 5" DRAIN PIPE
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN CARLSBAD, CA 92008 r , `" ` TO PROVIDE 3° Ac vER PIPE
O
�`� ,. ��
INSTALLED. F �t� �,;� 74
/� E
14 . ALL AREAS T O BE F EROSION CONTROL �,\� /L `~ .� �� `� �`-'' \ \ \ \�
IILED SHALL BE PREPARED TO BE FILLED AND g Q Us" PVC IN PIPE
r ... s
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT l8sg
. r
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MARTY McCOMAS AT 729 -3260. �o� o "'�� N ♦
�`�
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR F ROM THE
SURFACE UPON WHICH THE FI IS TO BE PLACED. LOOSE FILL p 000� ap ^1 eo /84 $ E / �c N
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM oN Q ` R °25' !E• / pP IST�r m
NATURAL GROUND. THE EXPOSED SOILS SHALL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE NG
BE SCARIFIED TO iri m ° FR ��
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL - ���
qSpq P C G
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT �"� x a. `a ®
/B 1 �33EgSF/y qA/D n
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF a / B
5
! 2p �N ♦ s
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT i 4 _
ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. �� �b - v
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED Q �. S X
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
` �� � ti OF RIo A'
�-+
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 207 IL
� f, A "A,9,9
G h�I� ♦ \`
SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 4 ? 4.Q IC pNF Ojs
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 1 ��\ _ `
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ! by
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO ��
ACCORDANCE WITH THE GRADING ORDINANCE. INCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES - - 1 gb
WHICH MAY ARISE.
p to �..:. 205.81
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ! r
dw
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF S71 44'04 "W 737.30
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO A
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ,' �` _ � N � 08L• LL
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF t 1
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED FL LIP
=" �/]
D O
VE y0LL01v RG
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. GRADING PLAN SHALL BE INCORPORATED HEREON. mow. D -7,g TM
(f
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY CUT 5LOPE' CONSTRUCTED As D IT CH
WIEG,g z ah
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK ST4r31uzgT�ON F /CC W /T,y 2O � rn a Sr a FORT �N
LANDSCAPING DAY. WIDE KEY, 5EE SOILS RE PO97- { f TYY UNA 'INCH R® a
W cn
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE c��N -=
I. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE m u
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN JACK
e„
CONFORM+ TO THE CITY OF ENCINITAS GRADING ORDINANCE AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT Q WS - lgu/LT EN INITAS FIRE
PROTECTION DISTRICT OL MUNICIPAL WATER DISTRICT w ti m %
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. � _ zzz
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 4 h
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE APPROVED APP R
0 D wE a`M Cn
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIORS
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH � BY: ___ _ BY:
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02 A 0 F HE S A T 114M 5 A R1 DATE: _�_-� 5 -q7 DATE: 45C0
VICINITYMAP
OF THE EROSION AND SEDIMENT 'CONTROL HANDBOOK T T 9 7 N A�
! 2�9 ti/" ' 9 7
I
OF CALIFORNIA DEPARTMENT OF CONSERVATION. DATE B PIAc.iry Co y[ :L Y EAS AAP-WC Sr6iuA I
REVISIONS APPROVED DATE REFERENCES DATE BENCEMIARK SC ALE CO DESMHN BY DR AWN MHS B CHECKED BY APPROVALS CITY
OF ENCINITAS ENGIN DEPARTMENT DRAWING NO
044'ToPNDeLev.NOVE CHISELED SO. IN TOP OF HDWL MARKED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN ED APP VED GRADING
PLAN FOR:
, OUSE Rev. ENV. ti/O TES . W/ STEEL FENCE POST AT SW COR . INT . APP O V E D
6 s " = 40 �L _ w
_ _
fC OC- . N -G
T T O 30.0 /l s- l RD 23 ' W RHO SANTA FE RD 6 60 S EL Y � G(�� - 2 _ McCOMAS RESIDENCE 5049
CAMINO DEL NORTE CL. R. E. NO. 29577 DATE: _ .__..97 DATE: �.�___�
VERTICAL N/A DATE: E f� c l
OWE,L 186.8 ('/.2�•r. W ) i 'Z -2 -97 NE PASCO LOT 2 MAP 13320..
EXP. 3 -31 -99 ,� ,�
A5 /!_J !Z Z •Q8 EL ,= 119.476 DATUM.• M.S.L. WORK PROJECT NO. SHEET , OF 1
PE 710