HomeMy WebLinkAboutLot 49-54,60-63 - Precise Grading A V
IN THE CITY OF TEMECULA, CALIFORNIA ,
GENERAL GRADING NOTESPLOT PLAN
WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33. AS AMENDED BY ORDINANCE 93-04. TRACT N 23371- 5 L 49 - 54 A 60 - 63 ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
DRAINAGE SwALES SHALL BE A MINIMUM of 0.2' DEEP AND BE CONSTRUCTED STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREENBOOK").
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . 15 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL g ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
ILL SLOPES OVER 5' HIGH. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
TECULA WAY
10 13 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
S~ -�~
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
�.�" �, „_� �'
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
FILLS OVER 1 ' DEEP. T 11 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
s SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
S TE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OFA 6 [� j 12 WITH SAID REGULATIONS AND ORDERS.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ■
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �` <<,;. ,,�p� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
1 LINE• GRADE• ELEVATION AND LOCATIONr •
OF CUT FILL SLOPES. � COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITCONS DURING THE
S 20 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
T. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS. �� X10 35 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
ALONG TOP OF CUT SLOPES. 15 1 21 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
36 THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
8. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER TE�AECLILA , - 22 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
THAN ONE FOOT. N.T.S. 3 ,
LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE
23 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ,- 24 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
VICINITY MAP •,'� 3,, ! 3T RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND 2
LEIGHTON & ASSOC. DATED DECEMBER 29. 1997. TWO SETS OF
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS �� 33 � A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH � � ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
/
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 26
32 A# FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
� SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 . �� 31 ,,��� / 39 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING �._ 30 y' 40 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY
PERMIT FINAL INSPECTION FOR EACH LOT. 29 A ,�� DAMAGE OR PROTECTION TO THESE LINES.
PHONE: (909) 694-6411 = 1 2e 41
/ 42
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 2T ,�,� / LEGEND
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE ,• / 43
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM / 55 TOP OF WALL Tw
r
EROSION AND INSTABILITY [N ACCORDANCE WITH CITY DEVELOPMENT CODE + -" 44 BOTTOM OF WALL BW
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - --------•-----------------------------------•--•-•-•-------------------....
.-ter
TOP OF CURB ELEVATION--
45 -------------
12. N LL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ---�`- -
TC
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS `, 46 56 PAD ELEVATION .............................................................................. .-
. PE
MATERIAL.
1 47
50-4 FINISHED FLOOR ELEVATION ....___ FF
► �• � FINISHED GRADE ELEVATION -----•------•------------------------•---•----------------- FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. M 5T ................................................................ .
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL HIGH POINT Hp
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TOP SLOPE TS
FLOW LINEFL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OFn� w -- - - ---------- --- ----- ----- --- • ---------------- - -- - -•----••
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD ,, TOP OF GRATE ELEVATION TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT * '� ...... .......... .............`----......... F
j 59 GARAGE FINISH FLOOR ELEVATION G F
PROPERTIES. ----------- -- -- -••--•---------------- ---- . ...
60.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. «
EXISTING ELEVATION (91.70)
INDEX MAP FIRE HYDRANT LOCATION ...................................................................
�e
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO ....
SCALE: 1' 100' . STREET
LIGHT ------------------------------------- -••--------------------- ---•- ---•-
PUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES ----- - - 0_
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT `•♦ 6 DIRECTION OF DRAINAGE FLOW .................................
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
. ter• ..
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE64
SITE '.,� 4 66 •,/' RETAINING WALL (BY SEPARATE PERMIT) ................................
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE c' o �•. � ' '
6? ' ' APPROXIMATE LOCATION OF ELECTRIC METER ........................................... D
O � f �
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN e• SEWER LATERAL LOCATION 5
VERTICAL HEIGHT. .4 z •• ..... . -------------- - ..__....----------------- - - -- ••--------
= W O e• WATER LATERAL AND WATER METER LOCATION . (]
~ o LOT C '' M 6D
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING � cr �v` • _ '•'_
�- LINE ELECTRICAL TRANSFORMER
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE W 3' MIN. �
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a Cr z 5' MIN, a �z / ••-�,• POWER LINE AND HANDHOLES
D
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED+ THE Cr ;�- W `� ' -------- - -•----- ----- - ---- -
`r' / TELEPHONE SERVICE ------------------------------•----------------..... D
LD z W
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. z a \ -- -- ----- ------------
o a 3' MIN. 1' M o o / �. T4 69
T3 T2 GRATE_ ❑
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2'/ MSN• T1 TO ��� �� - - - -� -- . �. r . -. •. - -
•• AX• + BLOW OFF VALVE
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. �j Ai 2�/, M , '- -•----------------------------------------------------------------------•...--..
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. ly ACR VALVE_ a
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION �1� MA. -
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES+ 20' ON x' .........................................................................
� CENTER: COMBINATION 1 � GRADED TELEVISION PLATFORM
S 5 ON CENTERS. SLOPES OVER 4 IN VERTICAL 6•MIN.� LOT FG. BACKWATER VALVE v
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED
`
PREVENTION DEVICES PER U.P.C. . CHAPTER 10-R. LOT FG. GRADING TOLERANCE NOTE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT rA"� GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
LESS THAN 1.,4" PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED. F RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD R/W 6 BACK OF SDWLK ER PLAN
pPRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
R/W SOUTH SIDE
ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NORTH SIDE NOTE: ESTIMATED THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE 0 E. ES IM ED GRADING QUANTITIES SHOWN HEREON ARE RAW OUANTITIES FOR
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. LAN _ - 1�. M1N� - z PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
PON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ��� OPTIONAL
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I , NO. LOTS CY/LOT TOTAL
I j �`�• a P ... 10 15 150
CURB '� ri
o: LAN
••- I ,, INDICATES LOT NUMBER
I 66 67 68 69 INDICATES FINISHED FLOOR ELEV.
I FF=100.0 FF=100.0 FF=100.0 FF=100.0 INDICATES PAD ELEV,
I PE=99.3 PE=99.3 3PE=99.5 PE=99
LAN 12,0 _, 1 2 3 , INDICATES BUILDING TYPE
I MAX
FS
VER F PLAN F =
PER LAN LAN
- - 5' MIN. - - /.
- • F ac
3 MIN. 1MIN. PER Ui ,•-- •-
�•V)1- - _ _ 10 MIN (TYP) - - - _ *RIGHT OF WAY
DIG ALERT FG DEEPENED FOOTING _ _ _ _ _ _ nm _ _ _ _ _ _ *SEE PLAN SHEET NO. 2
NMF-F .�
1W BACK OSIDE WLK � AS REQUIRED.
NORTH
""- UTILITY SERVICE POINT EXIST. CURB AND GUTTER
CALL LD 98-082 GR
BEFORE TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS
r-
1-800-227-2600 YOU DIG! NOT TO SCALE NOT TO SCALE FjCK ENGWEEMM C0MDk1'sN
UNDERGROUND SERVICE ALERT , � Chfcag4 AM«m.
ft. -
Rl
aNR1versfds,
at least 2 working days prior t0 excavating, cap f tornfa szsoT ("9) 7•: 0101
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL. ESSi Designed by Drawn by Checked by
SCALE Drawing No.
EMR EH/MA EMR RECOMMENDED BY: DATE: 8/3/44R
COUNTY or R I PERS I DE B.�. r-�9-0-f I �,�cIiEC , CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Horizontal I
Contractor 2-1ie BRASS DISK IN CONCRETE CYLINDER• c, ns epored Under Supervision Of
IN THE N.W. CORNER OF THE INTERSECTION &i o No.46804 g�3
OF RANCHO CALIFORNIA RD. WITH MARGARITA •_ , W z ACCEPTED BY: DATE: 98 PLOT PLAN
Inspector RD.P 1.0' BEAST OF AA T.0'�C.L.TFENCE. 40' NORTH 1 -1QQ Exp.6-30-99 ��,���..981•I,
NUMBER), 94 NORTH OF THE CENTER Date RONALD J. PARKS
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0■ 23371-5
Date C111pit'd WITNESS POST 1.0 NEST OF MONUMENT. J}j CIVA.' x"O' _ - -
4 �`� - RR.C.E. No. 46804 Expires 6-30-99 LOTS 49-54 AND 60-0
ELEVAT IONS 1128.410 (ADJ. 9-13-aft: N/A . �► E p es R.C.E. No. 19744 Expires 9-3001 1'"' Sheet 1 of 2
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PLOT DATE:29-JIJL-1998 JN 13212 I
I I I I
r
I
1 1 1 1 I
II '
r
i I 35.8 FG
f I I
r I I
r
I I 34.2 FG
I 31.8 FG
I
I 29.4 FG 82,70'
22.8 FG 27.2 FG
I
I I 23.9 FG 25.3 FG 48.71'
rr a
Ve 7.47' 52.77' A
I 52.00
I 61.52' 54.79' ,1w EXIST. WALL
'1 2.
1
I I 2:1 n 12.9 FG
r I •
I
r r� 0*1
a a�
2:1 � 11'1 �
ao 12.5 FG
i I - -
; 08.1 FG 08.1 FG 10.5 FG 12.5 FGA �
10.5 F - �
II
� 1 05.8 FG 05.8 FG _ � _ - -- ., �; 12.2 HP �
I I I I 4.5 FG - -� � + -_ - �'-� -- a° 0 10.2 HP 55
7.8 HP 1 N
I I I 02.1 FG 4.5 FG - _ 05.5 HP r 1
1
/102.1 FG �r •._•. i / \
01.8 HP �� -• 1 1 11.9 FL 11.7 FL
1 N _ _ _ A� 03.5 HP 1 07.4 FL 07.5 FL 1 09.7 FL 10.0 FL
r 05.3 FL 1 i
04.9 FL 1 5.0' 54 --- /
01.6 FL 03.2 FL � � 1 � 1 10.5 FG _
1 5, FF_1213.2 � ,�C �
1 Z 03.1 FL 51 5' 1 52 53 PE=4RB2.5 - J-1,2.2° �-
' FF=1206.5 1 FF=1211.21
p FF=1208.8 5.5 1
1 \ r A PE=1205.8 PE=1208.1 PE=1214.5 q,5 I 1 I
1 \ n �'' 01 F ` �l F o r 4A r a° 2B 5.0' 3C 11.3 FL 12.21 I I
IAS , � 1 G \ ,
\ 1 �` 5.5 5.08 50 1 - I , V_ ■ 1 1 I \ •N I I /
, • 1 1 1 p /
\ \ 1 49 FF=1204.5 04.5 FL 4.9 1 1 1 \ I I
\ r \ 9 PE=1203.8 1 IG /
\ \ 19. FF=1202.8 3A I 1 GF=1212.5 \ ��•$� -
\
PE=1202.1 \ 1 06.7 FL 110
1 1 1c 030
\ \ 7GF=1208.1 1 �•a FG GF 1210.5 1 11.3 FL �--
\ 1 1 11.9 56
_ GF=1205.8 1 � F I I
18' � FG GF-1203.8 �. , � 04.7 FL I 06.8 FL 1 09.3 FL i / G
1 1 03.3 r I I
5 1 09.1 FL cn
\ 1 1 02.6 FL '6 0 0 v, 4A 1 1_! LA_ � 00
GF=1202.1 o N o N L01 rn
'a1 �" 6 ' o rn Cm o
N • �, _n o o N o U_ - 10.6 FG I
\ � 1� 02.5 FL � � a � cn 'r' '.► r N � ti �_�` Q
\ 00.9 FG -, -n `°D _
I 's \ \ \ \ o ao 1 �' - 38.95'
\ 00.7 FL <, o o q ,02
\ 0-4 GOLF COURSE:
10.58 TC I
\ \ \ T n w �� �'4 ' BACK OF SIDEWALK FACE OF CURB I 1 *_ �, I I � .
i , � I NWS L____
4 10:
i 'W - DOG LEG I CIRCLE I
- I � I 57
\ r-- -- I \
\ \ \ \ r _T FACE OF CURB I
I AA I IF BACK OF SIDEWALK
\ \ . 05
5 _�
fin N W Fes-- �O � � ' %0 � Q, L / � �
r � (1'1 N . Q 1
r , ` N r
46.5' ,� ° •� �/ I �.
/ 06.1 FL 08.7 FL ,
.J 03.4 FL 7 � � � � 11.1 FL
03.4 FL o GF=120 .3 8.7 F GF=1210.0 � 1 11.1 FL ` 58
- , I
\ + \ GF-1204.7
GF 1212.4
\ r �
Ob.1 FL
\ ,` 96.5 FG , 6 1
\ \ 1 '
\ \ 1 6.5' C
3.50 , 1 5b 1 6eO1 61 11 6•
1
63 Ln 62
1 , 1,, _ A 59
1 FF=1210.7 1 � �
\ \ o, \ FF_1205.4 1 o FF=1208.0 PE=1210.0 60 'a+ (PE=1213.2)
\ • , \ \ i PE=1204.7
.0' PE=1207.3 5•�� IRA FF=1213.1 1
\ \ \ \ ,� Z„ PE=1212.4
06.7 FL 0 3RB
\ •, \ \ \ 4.8' i 06.5 FL I ,
\ \ 1 09.4 FL
\ 04.1 FL i 09.2 FL 11.8 FL _
\ \ \ 0 04.1 FL 1 I 11.7 FL ` SCALE: 1 20
\ 94.1 FG I - in 09.7 HP 12.1 HP 20 0 20 40
\ \ - 04.4 HP `v -
\ % 2,1' , - 0 7.3 F G -
"5 •
\ 79.31' 07.3 FG 52.22' ` - - 5.21'
\ \ \ 10.0 FG 10.0 FG '�� 12.4 FG
\ \ \ \ \ 04.7 F 04.7 FG 12.4 FG 63.
000
DIG ALERT
TM
\ LD 98-082 GR
CALL
BEFORE S �� RICK
YOU DIG! ENGRIIIIIITEEMM CDMIANY
1-800-227-2600 sulte 100
R1vwrstdr..
UNDERGROUND SERVICE ALERT
Callfornla 92307 (!0!) Ttt-0707
Calat least 2 working days prior to excavating.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL. Issi Designed by Drawn by Checked by
Drawing No.
EMR EH/SIA EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
AZ WdCHEL c,
Horizontal % a� �% n repared Under Supervision Of
Contractor �► No.46804 i �_ ACCEPTED BY: DATE: 3 8
10=20' Exp.6-3o-997_2 -9� PLOT PLAN
HEET N0. 1 Date � _ RONALD J. PARKS
Inspector SEES x} EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ _ - TRACT N0. 2377 -5
Vertical qT �
` Ci I ;,� LOTS 49-54 AND 60-63 h t of 2
Date Cm It'd N/A f OF c���FR.£.E. No. 46804 Expires 6-30-99 _ 2
p R*C.E. No. 19744 Expires 9-30-01 See
PLOT DATE:29-JUL-1998 JN 13212
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