HomeMy WebLinkAboutTract Map 29928-1 Lot 21-23 Precise Grading GRADING NOTES 1ract Nio . �9�9928 "' � l
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE Model Ph se
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM •� �bj
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
■I
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . a
reciseGr In
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
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5. ALL GRADIN InCI*tyof alifornia SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT �
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1 ' DEEP. N��
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECUL
A LEGEND \
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE FL
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP
TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG �Aj �V
ONE FOOT.
FINISHED SURFACE FS
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 dry '
DATED AUGUST 15, 2001 . 'y
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0
��• �� VICINITY MAP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- �► ��
NOT TO SCALE
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 '� W
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ^JQ ��► U
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE -----�W ' U)
'fib HIGH POINT
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE �O
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- SEWER SERVICE ----�5 4 .' PAD ELEV. MIN.
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ti b \� A
11 If
EACH LOT. DRIVEWAY 4
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - JA
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SLOPE I
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - - - -
FROM EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT r�,b \y fie,-1X. I
LOT NUMBER 11 O � I i
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I VARIES $ AR s*** B � C RI C I
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS Q►� I ,k,k,k * VARIES � I
UNIT TYPE/ELEVATION � � J ., � LD1
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS A
MATERIAL. tib '��' \ I PAD PAD I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN INVERT ELEVATION IE �� �� b .
� M FF z z FF
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. BW se
BACKWATER VALVES O '�. �* &
PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT
OF FILL MATERIAL. lb
��
ENHANCED ELEVATION TYPE-
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF `' a `, I z z I
Ik
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL AMOUNT OF EXTRA DEPTH ' r, I co� +� I
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO FOOTING REQUIREDZ *0
roa��Mx 10zx T
ADJACENT PROPERTIES. �►� 11
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED EXTRA DEPTH FOOTING R W
BY THE DIRECTOR OF PUBLIC WORKS.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
o TYPICAL SIDE YARD DRAINAGE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE �1\ �'�.� 4 , - -'� DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 3q .,.' ' �� WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
- o� CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE TENTHS ( 1 .5) O "-- ��
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT �' �.�. O�►� �,.- ,� �� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
/"
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
.- 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING - -'� IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA
MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
)
TION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVA- r`, b - `':' ►� �-'' ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE �� VARIES *** R VARIES *** „
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. 6 MIN.
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 1 ' 3' MIN.
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SCALE: 1 = 100 MUDSILL 6 MIN. MUDSILL MIN. MIN. MUDSILL
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER CONSTRUCTION NOTES do QUANTITY ESTIMATE IN GARAGE AREAS FG FG
10.R. LOTS INCLUDED „ -
ITEM GARAGE FLOOR _ SILL IS 6 MIN :•.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT N0. QUANTITY UNIT = T ABOVE GARAGE -': a
" M D FEET.. T FLOOR SLAB ''• ''•' �,
LESS THAN 1/4 PER FOOT FOR A MINIMUM N I UM F 3 EE �1 LOT GRAD I NG (4 LOTS x 50 C.Y.) 200 CY 53'rl"IIIIIIIIII` @U- 12" MIN. 12" MIN. t
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2 I INSTALL 3" P.V.C. SCHED. 40 27 LF 57' 54'
GARAGE DETAIL „
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR % MIN. 2: 1 MAX. 6 TYP. 2% MIN.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q CONSTRUCT 3" A A.C.C OVER NATIVE SOI L 4608 SF 21% MAX. MIN. 21% MAX. 04 1
(�4
M
PAINT 4" SOLID WHITE PARKING LANE 90 LF 1 2 3
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE e e B SECTION B-B m
THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- O5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL EA L _ ;n
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON r o SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED O INSTALL WHEEL STOPS A5� EA - co 0
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
�7 PAINT 4" SOLID BLUE HANDICAP STRIPE • 2' O.C. 144 SF 0
` P/L
12" MIN. ABOVE PAD ELEV. VARIES ***
O8 INSTALL 2"x4" REDWOOD HEADER 190 LFLO
3' MIN. 1 '
O9 CONSTRUCT CONCRETE SIDEWALK 544 SF ROUND OFF TOP MUDS I LL MIN. 6„ MIN.
W
10 Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 2 EA P/L FG 5'
11 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENTA TYPICAL FOOTPRINT EXTRA DEPTH ;. m
2 E
„ FOOTING N
(102 INSTALL RAMP WITH INTERMEDIATE SWITH-BACK PLATFORM PER ADA STANDARDS. 1 EA SCALE: 1 = 40 °f
. =PAD ELEV-FG Cb
WHERE NECESSARY 2: 1 MAX.
UNDERGROUND SERVICE SOURCE OF TOPOGRAPH OWNER DEVELOPER BASIS OF BEARING NOTE
p PLANNING ■ DESIGN ■ CONSTRUCTION
ALERTA-A
12" MIN. 6 MIN. W
ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES " SEC TION 2% MIN.
647 N. MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST FOR REAR YARD SLOPES GREATER 21% MAX. SECTION C C 2 ID05"02TWtZ
CALL TSL F ■ ■ ■ 27M YNEZ��'SWE,0° RIVERSIDE, CA. 92501 391 N. MAIN ST. , SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' IN VERTICAL HEIGHT „` Q
1-800-422" 4133 A'o'.7240 - 'A W��� (909) 686-5103 CORONA, CA 92880 ON A MAP of TRACT NO. 29286, MB 298/86-89. SEE TYPICAL I CAL S IDE YARD DRAINAGE I NAGE Q LDO -O��G R
C D N S U LT I N[3 .eo�2 - FAx 9oe.a�e.�24o • www RBF.con,
DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600
DETAIL NOTES
TWO WORKING DAYS BEFORE YOU DIG (,,,,D02-182 G R z
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DES I GIBED BY DRAWN BY CHECKED BY Drawing No. o
SCALE Q�oFEss! RECOMMENDED BY: DATE: 5177/40 CITY 0 TEMECULA DEPARTMENT OF PUBLIC I C WORKS �
3/03 RBF ADDED SALES TRA I LER TO PARK I NG LOT 1/11/01 3 1/20 D I AMETER ALUM I NUM DISK, FLUSH IN �tv� � � C, M. BOECK M. BOECK M. TYLMAN
Contractor Z�t"� Cq
mV pmv�sev LOrT 2-o G%st^v1% 1 2 IrIO CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`�► 't f f I an P pared Under The Supervision Of to
�, PRECISE GRADING PLAN o
COUNTY BENCH MARK T-46-81 RESET 1997" s ACCEPTED BY: DATE: 327 D3 0
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED :" Nb.63494 r" S-2.0--os DEPUTY DIRECTOR OF PUBLIC WORKS
TRACT 29928-1 "'
Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE 04 ' 'a cop Date:
OVER SANTA GERTRUDES CREEK; 4.5' MATTHEW C. HICKS RONALD J. PARKS
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL r' C1 V JV �� _ _____ MODELS
Dat a Completed e t e d CONCRETE SIDEWALK. l 0� 63494 9-30-06 'r. PROVIDENCE ROAD LOTS 21-23 a
mP F OF CF R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 '' 1 SHEET 1 OF 2 i
ELEVATION = 1097.163' N/A
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� Ila �
PARKING LOT DATA
'8.
� _ 43 �b• 16.44 DELTA BRG RADIUS LENGTH REMARK
-- ^h•
All ��c F,G FS 107.38► 1 N29'59'20 W 95.05
o 9 --
v,oQ 3 fc 4.86 2 N64 23 00 E -- 59.60W 1.73 --
7. 1z 3 N20 06 12
.�`�' � 17.4 4 N69 53 22 E -- 11.00'
--
N / / FS 5 N20 07 27 W -- 10.00
N --
PROVIDENCE ROAD m ,� `` ' ''MxN �9 6 6 N69 53 22 E -- 5.00'
7 N20 07 27 W -- 5.00
_ -- �� 8 N69 53 22 E -- 1.00'_, --_- _..__.._18._._. N42'21'54"W 19 �. h FS � 3 L 7�'`� g 9 N20 07 27 W -- 79.81
- " - - 0 18.610 &,-- 52932'47"
6.22 5.71 --
-_.__1•f 52'43 N 2 S.Sx / 1 �1` _/ --
Y 12 N20 Ofi 31 W -- 2.fifi
�1 -
15�� 4 FS 11 er fifi 16'34 11.2fi 13.02
R-937 ► L=194.2 �, o r N - o 1 64 "~ "-� 'gyp N �'+ TC',J�s! --
- e - a F' PE = 1118.6 /�//��/ 13 N69 53 22 E -- 13.01 --
_ �� cv �......._ A A� ^ � N � 3 � �17 14 a= 95029'58N 4.71 7.8fi
-- �` '� ,�` 6 �� �/ 15 N22 51 37 W 9.58
L"Oru� 3 0� q 1 7 7 13 2
25.62 37.24 65.6219.fi1' . 2
�h S 17.90_ _ s 6.36 w rl F6 12 ® (r)p 6 4 18,4k`•/ ..1c ! i
.813 7.11 .17. ' 10 �. -� Fs H
40.99. _ 9, «.
� ^• .. . -.._ ._._ ._._ .._..._ _.... ... ,.. FS 17.82 .......f ......_ ..� 11 7.22 IE o � 17:4�T FS w �. � �18.37
W �� FS 18.2 FL-0 ^' ' 11 S 1 1 /
-�N 17.02 I E 1y 5.70 FS c1► �C F
I N 19.2 v o � 1 �
0 1118.46 � `v 18.5 c� N 19.6 1 4 .1 � 18.0 .9 '- FS � � � -w400
'1- 2 9 18.B / ^ 3� //
' t / FGFIG v` 6 W 4 ' !
\ I 19.3 �► � h � !
� .59 19.3 18.4 18.7 5
19139.8 � - �� 5 FS-(8 ,�
FG 0 M 5.8 FG FG �1� ,'I 9 7 ~ •z / 1 z
•--- O _ 18.7 1� • C 18• RESTROOM 8 // 82 /
� 3 FG o - 19.0 _19_-_1__/ -�B � ,
1 6► � 2- I o FG FG 0� F 18.8 5.02 �. ! FG e 3 / z9 /
l !
o FG � 2 . /
19.3 . G 18.7 // ! 9
` 33 I FG 6 FS 19.3
33 o_ -� Rj,
.
20 ► �
13 rn � z
�I I� W 3R
5 4+ Z o / f
5 S W 24 B
` SSW r PE = 1119.9 1120.3 I 1 !
FF
19.6 _ . / I O
r I PE 1119.6 FG
I 2 19.1 /
~ FG 1 +
18.8 .2 >>
� � o ! l I
I 19.6 1�'6 � H I. rn P b !1. ..
I l FG E Z. to ! O
i p FG ll
•.. FF 1120.0 ! /
- I IZ1119-
19.10
V ; �.' 19.3 =
I o z � I FG ' V ! /
- N _5.84 N Z • • - 9 / co
I W I) � 19.3 - a l
II
18.8 � l
� j I ` 19.4 � � fE � z a� FG 19.3 gyp' ��► - � / !Z
CD - `{ - - FG I ` 9 / t I /
y N 19.6 19.1 cr 5.95 FG o. - "-1 / / I P► l
NJ FG -+p 1b• ! I
1,1.1 9• 19.9 l 24. 4 � / ' /
y 6'�• FG �'
3 l TR 30088
t
I �... T11 •11 �� \s � '�
C
19.3 /
- - -- \ FG
1 f
. � -_---- � ... . .. .._.. _.. _.. _..- __._.._ ._ .-._- ` "-- -- _ -. ` . _-.._. .~max �` -•. � � t 111 !
_ �- `' - �' / ! / ENHANCED REAR ENHANCED SIDE BACKWATER
20 �
---- - N -_ _ -_---_ _..__ -_ --►. 1 LOT NO.
18 � _ , 1 ! / / ELEVATION ELEVATION VALVE
/ 21 X LEFT SIDE NOT REQUIRED
I A NOT REQUIRED
ON _ _ �.
DRIVE __- -- --__ _. / 23 X NOT REQUIRED
-CAP E
CL
.............
17
�� - ,..� � - ... ....
- � 1
...., . YSABEL B►ARNE77 - _ �, .� -~.- -_ �--�_ _ I
04
ELEMENTARY SCHOOL
CONSTRUCTION NOTES ~ _ ~ - -
w.
__.
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2 INSTALL 3" P.V.C. SCHED. 40
4" WYE AS REQU I RED � --- o
3 CONSTRUCT 3" A.C. OVER NATIVE SOIL R/W `� -` - - `
w INSTALL �.,,�, --_ -�.. .. �, a
�4 PAINT 4" SOLID WHITE PARKING LANE FL ALOOF GUTTER1/2'"
2 6"
SIDEWALK 0 5► . ,.;` - _ -� a
REMOVABLE - ~y-
1�5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL FLOWLINE �� �
I
INVERT ELEV. A 4" PVC ............... F N
�6 INSTALL WHEEL STOPS (TYP.) PER PLAN
2% ?p, a
PAINT 4" SOLID BLUE HANDICAP STRIPE • 2' O.C. -� +; cv
1 �.. M
a8 INSTALL 2"x4" REDWOOD HEADER _ _ INSTALL POLYETHYLENE �
9 CONSTRUCT CONCRETE SIDEWALK 2>r MAX CROSS SLOPE +''-• ~- .� ,+ W
( ) ; -.•..f} •s PLASTIC JOINT MATERIAL
"QUICK JOINT" OR EQUAL 0
10 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET \ 1 1/2" MIN. COVER
11 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT
INV ELEV PER PLAN ;- . _ ` `` °04
a
Q12 INSTALL RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM PER ADA STANDARDS. -2•= =- r » `
1 CURB t GUTTER -it +__ _ - -• r - . v,
3"x4" REDUCER 4x4 x4 TEE
_ r• :�, _ 20 0 20 40 60 N
UNDE RG ROUND SERVICE 3" MIN PVC (SCHEDULE 40)
ALERT
PLANNING ■ DESIGN ■ CON■TIlUCTION 3" MIN RECTANGULAR CAST IRON PIPE w
4" MIN ROUND CAST IRON PIPE N X GRAPHIC SCALE a.
CALL TOLL FREE ■ ■ ■ 27566 YNEz ROAD,SUrE 400 �C71Dr � z
1EA�ECU„-A,CALFOFINA 924679 Z
1-800-422-4133 ���~���
Q
- L� LDo��o39GR
C E N S U LT I N t3 909.676.9042 a FAX 909.6'76.7240 ■ www.FW.can
Two WORK I NG DAYS BEFORE YOU D I GMAL L D02-182 Gr R Q
J
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY o
SCALE ta���s Sx�"�! M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: 3 a CITY OF T DEPARTMENT OF PILL I C WORKS Drawing No. U
3/03 RBF I ADDED SALES TRAILER TO PARKING LOT 7Z7 3 O � C• y
Contractor
X117' MV i MV SET) � x' GRAatAGyevulfi�to .V HORIZONTAL h r f Plan Pre red der The Supervision Of to
„ ACCEPTED BY: DATE. 3 Z7 v PRECISE GRADING PLAN o
Inspector SEE SHEET 1 1 20 'S� a - Date: 3' 2to" O� TRACT 2992$-1 DEPUTY DIRECTOR OF PUBLIC WORKS 2 �
MATTHEW C. HICKS RONALD J. PARKS <
VERTICAL '�t' Civi MODELS
a
Date Completed lF �o� R.C.E. No. 63494 Expires r es 9-30_06 R.C.E. No. 19744 Expires r es 9-30-05 PROVIDENCE a
N/A of C��t P P `�.�. CE ROAD, LOTS 21-23 SHEET 2 of 2