1996-4666 G (Plans) GRADING NOTES: NOTIFICATIONS: SOILS ENGINEER'S CERTIFICATE: L5 a� aWD
1 ALQERT CARRY A REGISTERED CIVIL ENGINEER IN THE STATE OF ITEM STANDARD DWG SYMBOL
I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
- -�
I . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, nf�SS/
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A MECHANICS, HEREBY CERTIFY THAT A SMPLING
AND STUDY OF THE SOIL 4" ATRIUM /YARD DRAIN
qP- : , - -,Cy
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONDITIONS PREVALENT WITHIN THI$ 3$ITE
WAS MADE BY ME OR UNDER MY
CITY OF ENCINITAS AND THE SAN DIEGO ARTEA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN D I RECT I ON BETWEEN THE DATES 5/
1 / 9/o AND „ �+ / 30/56 ONE COMPLETE Q. ' PROPOSED SLOPES ( 2: I
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER; COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
MY '7S &3 �.!
{
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFF }C OF THE CITY Y4 If
REQUEST FOR INSPECTION.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ENGINEER, ALONG WITH UPDATE LETTER DATED N / FURTHERMORE, I lt�
DRAINAGE SWALE II /. MIN. -�
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
2 PK/H�F %REPOR�T�LEDrrRE�39$ 4 RY� / GM�PV3�q LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE +y� P �/dr EXISTING CONTOURS r4a,
c ..� i' RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. f
p4;
Cl ` UI F f !/ . PREPARED BY ? G E / "'D / SLY %/ UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
DATED SHALL BE CONSIDERED AS A VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROPOSE D CONTOURS
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN COMMENCEMENT OF WORK: R.C.E. y
\
ACCORDANCE W I T H THE RECOMMENDATIONS AND SPECIFICATIONS {� /� R . G . E . OR 2 76 8 -� DATE 1 B 9 �O
119ko1 6�
CONTAINED IN SAID REPORT. A. SEWERS - CSD 633 -2770 S16NATORE NUIMER EXISTING GRADES
h o
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS a ELECTRIC - (800) 422 -4133 PROPOSED GRADES
�9
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF SIGNATURE C.E.G.NUM6ER DATE
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - Ci V ✓G 4 2 - 4-/33 C
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CUT-FILL L I N E
F
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC. BELL (800) 422 -4133 4!�
54RRY AntCD AS50c -(AYE6 PHONE No. CG19) 753 RETAINING WALL 1 t op o f wall/bottom of w a l l
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - DANIELS 422 COMPANY NAME PER -
D R ✓ C_� & C
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 2K4 I.tiW4f- W/ kA, A x (/ PRIVATE CATCH BASIN
BROOKS NO. 1212 OR EQUAL
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. C4 e,tlfG
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: ( 6 1 9 ) 633 -2770. S Eta PROPERTY L I N E
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR OWNERS CERTIFICATE:
b / 4 3 C * it I,eQ �'g.k.
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
INSPECTION. PHONE: 1619) 633 -2770. ALL WORK PERFORMED 4x4HDp
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
BENCH MARK WHICH IS DISTUREBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
PROPOSED RESIDENTIAL DRIVEWAY G -14, G -15, G -16
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING FdM- Rt•1 fig.
` ��
OR A LICENSED LAND SURVEYOR. ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. ,l )
EROSION CONTROL II PAlll(i 9M F4 FOUND PROPERTY CORNER MONUMENT Qi
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND M A I N T A I N ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL BRUNNING 45c L D•
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AT 632 -7402. n - PROPOSED D I R T DITCH N/A
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ,Q Q 12fj
REGULATIONS, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ! ' 7 - 2 k PROPOSED GUN I TE DITCH D -75 TYPE
8
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL SIGNATURE DATE 2x12Igix -09 W /W .< q a
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE (1/21 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT BILL BRUNNING U� I
i.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 2041 OXFORD AVE. e,
�j PRIVATE DRAIN CLEANOUT ❑
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CARDIFF, CA. 92007 # U 6 v
/cJpfi. - T
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED l GRAVEL BAGS 12 BAGS HIGH) �ooJ
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 1�r.
'QED
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE � 4" DRAIN CLEANOUT 0
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES LEGAL DESCRIPTION: LOTS
39 8 40 BLOCK 38 MAP 1334
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN AFTER EACH RUN OFF PRODUCING RAINFALL. IN THE CITY OF ENCINITAS, COUNTY
n
ADVANCE BY CALLING (619 633 -2770. OF SAN DIEGO, STATE OF CALIFORNIA. >I A.C. /-� / /luJ ( �•�. w
A C \'
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL -
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO APN: 260 -384 -9
8 10
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE UNCOMPLETED GRADING OPERATION OR UNFORSEEN CIRCUMSTANCES 15 e12
SITE ADDRESS: OXFORD AYE.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE WHICH MAY ARISE.
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER CARDIFF, CA. 92007 =
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SMALL TAKE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO OWNER: BILL BRUN ING
OPERATION.
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 2041 OXFORD AVE.
CARDIFF, CA. 92007 �
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED :a -- +� ---�- -a_ � i 1 `'�' t7G'u -IL f'I F"G2
II. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL GRADING PLAN SHALL BE INCORPORATED HEREON. I - it ,'I rOv.
IY1 E7 NP WFTBRpPl�FIWIC U'� Gor1TlNouh N+r6ToMt*R1G M$NgzANy ( ti LA5 0
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 4i," - 5 8 • GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY �i 3
-of D6G(c " I oR �.) GOpjs6"T'C �T RZOPUCT GOMi*T1g1I,(T(
HAS BEEN PERFORMED IN SUBSTANTIAL FROM THE FACE OF SLOPE AT THE CONSLUS I ON OF EACH WORK ENVIRONMENTAL NOTES: U e �� % l�ORIZ
• w W17d l •P 5. i'OR>; IfJ5T6ydN(o-
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON DAY.
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL 8'E 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 1 .M 1
1 - - -� ppiq{F "
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE (EXCLUDING ANY EXISTING
MAN MADE SLOPES).
WHO CERTIFIES SUCH GRADING OPERATION. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN TIP
PROBABILITY FORECAST EXCEEDS FORTY PERCENT 140%). S I L T 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 1 4 i 12
LEtTiGF W/ ��Q x 1 8 624, /` ' - h �'W
y o
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. .5 AND THE X
IMUM C tntFV) A ®•i E 12� s e ` 4 TIP•
VERTICAL HEIGHT OF FILL z• CONC. RETAINING WALL DETAIL
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE
AND TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 3. A) AVERAGE DEPTH
= VOLUME OF CUT (C.F.) = 21,357 C.F. _
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR OF CUT AREA OF CUT (S.F.)
4,059 S.F. FOR 5.3
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 B) AVERAGE DEPTH = VOLUME OF
FILL (C.F.) = INSIGNIFICANT 113 b I gi - 66GFL Frye
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF FILL = AREA OF FILL
IS.F.) 3�
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT OF CALIFORNIA DEPARTMENT OF CONSERVATION. 61Mp.ITU 1ATfr
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
Pl 1nY
CONSTRUCTED IN ACCORDANCE W I T H THE RECOMMENDATIONS OF THE o I J 6 a NI FGaf
N/u r;;
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS I
ARE SUITABLE FOR THEIR INTENDED USE. 4�TnZr LOIZ 6ajt
R c tr- - ro W/ / N/M 8 G IV X F-W.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE P O S I T I V E DRAINAGE AND PREVENT POND I NG 1` ���� I I §§ e Ml�a of x
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE fU C p' 9t J81t(
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION QUANTITIES: '0 /` 2' \ /
OF FRESHLY GRADED AREAS'UNTIL SUCH TIME AS PERMANENT 15 a 2 �
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN =
INSTALLED. EXCAVATION= 791 CUBIC YARDS _ 4�Thcr coNa 5�e l
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND W/! 3 R 6. is IP�YW 7�p ( / TGF� Fa6C1L
BzIEF
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD EMBANKMENT= 10 CUBIC YARDS 5 c 121 " /G ham
'_l I
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE la
_
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE +MP9R /EXPORT= 781 CUBIC YARDS _ __ - - _ - Fi
GF315n P 4[o11<
O „w
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SHRINKAGE /LOSS= 0 CUBIC YARDS ?fpt37Fhe'iz�gc
- -
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO INTER lO R ✓ 14 L L
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 THE QUANTITIES SHOWN ABOVE WERE CALCULATED USING REASONABLE 3 HO VVN
FO K
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENGINEERING METHODS. THE QUANTITIES ESTIMATED ARE FOR USE IN REFER _
NC 0/✓L Y
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CALCULATING THE FEES AND BONDS REQUIRED BY THE PUBLIC AGENCY,
ACCORDANCE W I T H S P E C I F I C A T I O N S . NOT TO BE USED FOR JOB BIDDING PURPOSES. ACTUAL QUANTITIES
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS AND THE RECOM-
14 201
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS MENDATIONS OF A SITE SPECIFIC SOILS REPORT. o' \ YJ 4
/6 h6R;Z
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CONC. RETAINING WALL DETAIL
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
i
ACCORDANCE WITH THE GRADING ORDINANCE. o
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL a ®aaaaa c�a G34aQOC�G:14a Zp0 SITE
�'
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, � � Q�
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE g
t 7 ' �
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 'b ` `Y` STCJ
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFES-
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND SIGNS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT -W
t�� ��� �
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. �`•
STANDARDS. <
No. C 33598 aTTe
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS J M Exp.6313-98
BY THE CITY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT THOMAS BROS.
R ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
D 1167 D -3
E & LAND SURVEYING - I L A ,
- `F z �� w s �
WAYNE STUTZMAN
VICINITY N I T� NO SCALE
2441 SACADA CIRCLE, CARLSBAD, CA. 92009 (619) 943 -0509 WAY". . sT m AN RCE 33598 DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT D ESIGNED By DRAWN BY CHECKED BY
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0,
WAS WAS WAS
M/T /NAL 28- CENTER SEWER MANHOLE PLANS PREPARED UNDER THE SUPERVISION RECOMMENDED APPR VED
NEAR SW PROPERTY CORNER HORIZONTAL AGING AND EROSION CONTROL PLAN FOR;
NIA DATE: n( M M n ( � M
IN OXFORD AVE. Q BY: BY: c WVLNJ�Ln1�
VERTICAL W���D ¢666 -G
7-//- 9(p �/ R.C.E. N0. 33598 v uv uv
-�� YN TzMAN COTS 3�� 8 40 �LJC K 33 ,'Yl� =. c
ELEV. 198.20 DATUM: RANDOM PROVE BY DATE EXP. 6 -30 -98 DATE: /G - 96 DATE: �I -lb�klp WORK PROJECT
NO. SHEET 1 OF 2
FILE: BRUNNI.DWG 4/12/96
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SCALE: 1• 200 \ ✓/ `. ``' >s I • ,
200 — SEC B — t � � 0'
V7}T.
�ar•
_ ......... ...._.._ ....
1 _
F ryy ..
CONTRACTOR /OWNER '
TO 06TA /N EA1CROACHMENT LL_
MIT PR /OR TO WORK o *5L1z11y`"
PER
/N PUBLIC R/W
f u e_ V' C/,; K-
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- _ -- - - - — - -- - - _ - r
210
210 - ............................ ...................._.......... _ E
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� AND AT BOTTOM OF SLO F'
:......... ._ ............................. U�
O SEE STRUCTURAL ENGINEERING �� ` E FT E XPO A/ ,' E G
CALCULATIONS FOR RET. WALL DETAILS �� CONSTRUCTION.
GA RAG �GwP — 200.
GAR. FF 201.0 `'.. \
200 .�...
DRIVEWAY S E E
w�' a sr�
SECTION A — A GALE , • _ 10' HOR. VER.
No. C
I»I
r11YtICfi
C EC T Elw. 6-30-98
WAYNE STUTZMAN ENGINEERING & LAND SURVEYING -
2441 SACADA CIRCLE, CARLSBAD, CA. 92009 (619) 943 -0509
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED B' °RAC BY `+EW
CENTER SEWER MANHOLE PLANS PREPARED UNDER THE SUPERVISION OF: RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR:
By APPROVALS (/ CITY OF ENCINITAS ENGINEERING DEPARTMENT ORAwING No.
E/4'M/ //✓ L X28- A �+ /+
NEAR SW PROPERTY CORNER HORIZONTAL: 1 " =10' DATE: 4//Z196 ( nnrn rn n 'Y' G G G
IN OXFORD AVE. BY: BY:
R.C.E. N0. 33598
VERTICAL: 1 " =10' �� - 9 COTS 3`� 4_O ,gLJC,K 8 ✓'A,= l °-r
ELEV. 198.20 DATUM: RANDOM IYN TZMAN EXP. 6 -30 -98 DATE: 6 DATE' WORK PROJECT NO. C U!' q - U
SHEET 2 OF 2
FILE: BRUNN.DWG 4/12/96