HomeMy WebLinkAboutTract Map 31053-3 Lot19-23,40-49 Precise Grading s
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,GRADING NOTESfj •
1 . ALL GRADING AND RELATED ACTIVITRDINANCEIES O.SHALL CONFORM TO THE GRADING, EROSION
STATE WATER CRESO RCE�S CON ROLNBOARD NPDESDGENERALLI PERMIIF NT �OR THEPrecisG � I n Pi , n 1S 218 �F�q //Op
CONSTRUCTION ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A Ph Se 5 � 23 nd 45 49
MINIMUM OF 2 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL �q0
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET.
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . In City of Temecula , State oCa ll ornmia
�
18
4 STORM PROVIDE, ASABLE, NCRETE BROW
BERMSDIALONG ITCHES DESIGNED
TOP OF ALLVEY -YAR LEGEND jj��
MI
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 0000.00
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF CURB TC
SffE
5. ALL GRADING SHALL 8E DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL FLOW LINE
FL ~�
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL HIGH POINT HP
COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S �
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FINISHED GRADE FG
�a 4,
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FINISHED SURFACE FS �o
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � ��
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. T� / g � `
TOP OF GRATE
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN IRAa � / �� TRA ARY
ONE FOOT. - TOP OF FOOTING TF
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE � o� / TR-3 l O53 � VICINITY MAP
AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/7/04. TOP OF WALL TW � ,� i / / -
TWO SETS OF THE FINAL COMPACTION REPORT SHALL 8E SUBMITTED TO THE �� 8 NOT TO SCALE
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF SLOPE TS 7
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GARAGE FLOOR GF 0000.0 / 12 4 HIGH POINT
PAD ELEV. -0. MIN.
PAD ELEVATION PE 0000.0
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � � 13 _ 3 A
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 14
THIS INSPECTION MUST 8E APPROVED PRIOR TO BUILDING PERMIT CLEARANCE � �
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) - . FINISHED FLOOR FF 0000.0 � � wAy 6" MIN. Z z
6946411 p 26 �s � 2 MUDSILL � --
2s
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION WATER SERVICE -Q R � 18 IN GARAGE AREAS
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY / 27 GARAGE FLOOR 17 SILL IS 6�� MIN
DURING THE GRADING PHASE. SEWER SERVICE �S 24 18 � 1 �: T IO't19. 10'n'P.
.10 01
ABOVE GARAGE
'�� � FLOOR SLAB VARIES (Exam B VARI ** B (IX� C ARIES
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, 8UT NOT DE LIMITEDLIMITED T0, INSTALLING, Vila-___ *** VARIES
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF DRIVEWAY � / - W R *** NotEO) NO�p)
IN ACCORDANCE WITH CITY'CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. � 28 I A��R���N �$ GARAGE DETAIL
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS SLOPE PAD PAD
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 29 IIIsMia � - FF FF z
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS LOT NUMBER
44 qo
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 30 q � 54 �
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN
1780
MUST 8E CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION AR �� 7
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 12'� MIN. ABOVE PAD ELEV. Z � ?
0o z �e �
APPROVE PLACEMENT OF FILL. � 31 53 00
/ 43
E
INVERT ELEVATION / / ROUND OFF TOP
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING BACKWATER VALVES Ow) 32 ( 42 $o s� ga I � P/L 5' R
..Z.W-I
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 41
GRADING OPERATIONS. 1
AMOUNT OF EXTRA DEPTH
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. FOOTING REQUIRED O 33 40I'
o TYPICAL SIDE 1/ARD DRAINAGE
15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS � X94 39 � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
HALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED EXTRA DEPTH FOOTING � 34 9p4 I � � WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
(1 .5) S o OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES,
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL _Q X1 35 � SECTION AvwA ENTRACES) MAY BE SETBACK A MIN OF' 7'.
SLOPES OVER 30 IN VERTICAL HEIGHT. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION DROP GARAGE -L_ 38 FOR REAR YARD SLOPES GREATER CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 37 � �?� THAN 5 IN VERTICAL HEIGHT TO THE HOUSE.
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO UNLESS NOTED OTHERWISE - UNO �� i � �E-�E-� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT RACTHE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
GROUND SHALL BE GIVEN. � B UND RY 38 '?)� \ .s / 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
,���� ,� A��`
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
�AM�N o�. � MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE � p`� FP �
N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE ,o�Y ,., �� � \ i' ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE.
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. y wqy � .� / Q� \ VARIES *** R VARIES *** �� VARIES
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � 6" MIN. 6 MIN.
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � � � , 3' MIN. 1' Ila
1' 3' MIN. 3' MIN. 1� a
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6 MIN. o
n
SCALE: 1 " = 100' FG �� � FG FG
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
PUBLIC RIGHT-OF-WAY. �,:• � EXTRA DEPTH
LOTS INCLUDED .>• •' �• FOOTING �� �
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT CONSTRUCTION NOTES & QUANTITY ESTIMATE ��
G
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION .OF ERRORS OR OMISSIONS 12" MIN. 12" MIN. =PAD ELEV-F ---�' 2:1 MAX. �
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPWATE PLAN REVISIONS SHALL NO. ITEM QUANTITY UNIT WHERE NECESSARY �
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2% MIN. 2;1 MAX. 6" NP. 2% MIN. 12" MIN. 6" MIN. Q
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE O1 LOT GRADING (10 LOTS x 50 C.Y.) 500 CY 4140� qp' 207o MAX. MSN. 207o MAX. 27o MIN. �
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OFO2 INSTALL 3" P.v.c. SD. ao Sao LF SECTIQN B B 20� MAX. SECTION CvwC.
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THECONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 �p EA U9
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SIT4E Q,ISTURB�NCES OR GRAQ,ING 2334 2ss 2�5
INSTALL 6 GRATE PER NDS N0. 40 OR EQUIVALENT to EA SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �E' �E-�E- SEE TYPICAL SIDE YARD DRAINAGE a
� DETAIL NOTES �
O7 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. N0. 207 10 EA TO
Og REMOVE PORTION OF EXISTING DEPRESSED CURB, REPLACE WITH CURB & GUTTER48 LF BACK OF �
PER C.O.T. STD. NO. 200 PORCH AREA SIDEWALK a
loom
i
FS PER
0
2.0% MAX PLAN VARIES a
TYPICAL FOOTPRINT 0.�� MIN 1 , rn
FS PER �
SCALE: 1 " = 40' �i M
PER PLAN PLAN/wo
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U
� UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER f DEVELOPER NUMBER OF STEPS uN
PLANNING / DESIGN ■ ooN9TRuo-r�o (,
ALERT N PER PLAN
ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. MER I TAGE HOMES BASIS OF BEARING NOTE Q
647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200 STEP DETAIL �
CALL TOLL FREE � � . 40810 COUNTY CENTER DRIVE,suirE too RIVERSIDE, CA. 92501 IRVINE, CA 92617 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35 WEST
1 -800-422-4133 TEMECULA,CALIFORNIA92591-6022 (g51 ) 686-5103 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN o
C O N S U LTI N O 951.878.8042 FAX 951.878.7240 is www.RBF.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT N0. 29286, MB 298/86-89. LD07-0150GIR o
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TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE pfE3310' DESIGNED BY DRAWN BY CHECKED BY � r CIT
� �� ���� �� DRAWING NO.Q� NJDT AMC JDT RECOMMENDED BY: DATE: � I O'"/ DEPARTMENT OF PUBLIC WORKS <
3 1/2's DIAMETER ALUMINUM DISK, FLUSH IN 0 � TAIII�/�. � �
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � r � P I ans Prepared Under The Supervision Of �
CONTRACTOR - 501.0-1 --
COUNTY BENCH MARK T-48-81 RESET 1997" � V. �s ---- ACCEPTED BY: DATE: PRECISE GRADING PLAN
EASTERLY OF THE CENTERLINE OF SR-79 AT � � _ DANIEL YORK � � 31053-,3n
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED � �No.�03�� � �.��_ -- Date: 2 �� DEPUTY [RECTOR OF PUBLIC - TRACT �
OVER SANTA GERTRUDES CREEK; 4.5' 'a � � `''
.,� J D. TANNER III WORKS CITY ENGINEER � PHASE 5: LOTS 19-,23 $t 45-,49 �
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J'f e�y��, �'�. � �," ...•••.• � Q
DATE COMPLETED CONCRETE SIDEWAELK.LEVAT ION = 1097. 163' N/A 'j� OF E A�•���� R.C.E. No. 60132 Expires 06-30-08 R.C.E. No. 43212 Expires 03-31-08 '►.,,�.$��p4v� SHEET OF 3� i
rr
15
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PE =� CONSTRUCTION NOTES�
2 INSTALL 3" PVC SCHEDULE 40
00
• 4
0B.3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET
p�P �• '`
E '
� � 5 INSTALL 6" GRATE PER NDS N0. 40 OR EQUIVALENT
16
••.
PE = 1105.8 NOTE.
• SEE SHEET 3 FOR
•.tib ,� HORIZONTAL CONTROL DATA
24 o
PE = 1106.7 �• ° ` 06.0 N !_
rr �, 17
� `.
rr •- o�g 05.7 PE - 1105.6
, FG --HP
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cam. �
0 18
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� �� �• G� FS `' � � -� �9 "� �. �` FL OF PIPE 1 2" ' ` ■- �• REMOVABLE
4� � ,moo � �` �, � L� • o � :�. L� pG -� S �� / 6„ S I DEWALK PUE PLUG WHERE
0 0 ��- 5 ABOVE GUTTER
�. •ti� � � Y-.:� •- g �4, r4 _ . INDICATED
PE = 1106.5 ', • OQ• R a � S, rQ FLOWL I NE ON PLANS
fi o p � a� D
• �p �'� ^- °• F' •S -- INVERT ELEV. �.-
1 1 2" MIN. COVER
o A rrv$ N ry• G� • 4, /
0 .Qt iS 07`p PER PLAN _j 2%
��,1 • ,¢ (Vr [ G,� •� C ��.` .► •,;���►•�• ••• y• •r.i j ` .�y .�• •'w �� j.r a ��• ,y' .Y
42
°? V - ° err � � v•`��"' � ., � g � �- �V � � •y ., •. :.. h• • r._• .- .. .•
.""��. � /^� • p �� 'Y •� •1 � .� J l / � r �+. •.*. ••.. �•y� w.r' :� 11 aj ..y'•4. a., r.i►• `: .. , .a.
PE 11 O6.1 V �! •. . . ' •yy y. •, .ry •., 1 .-a
�� •� �. y /� :r��"•�•w7.�" �� WHERE .ys4 •ti_ `•
o d � %_j
• 5.77 o
�',4 0 1 q g S • INDICATED „
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S 3
_'r7 ON PLANS 9 8
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p ' Sr o INV ELEV PER PLAN
�, Q)Q p13ECTION AwA
•• A rad; 33 ,,
� CURB � Gu
3"x 4" REDUCER 4"x 4"x 4" TEE
1 o �G �-.:�o `'� 3 MIN PVC (SCHEDULE 40)
�,"� PS�•9 aS,�► '� = "- G�`�t `v jrra 2 a)
•. t 0S.6 yt0�,y 13 @ 2.0% UNLESS NOTED ON PLANS
o Pe-11106 N
PE = 1105.7 ~�. •• �b :*.: •$ 50
'� a ELEVATION o
-` PE 1105.2
J �`` -\ QQ,7 0
Ln
4 �. - �-
Q3.� .. GPRIVATEV)DRAIN THROUGH CURB PE -= 1105.3 - �c 4 r_
��" 0 o 0
45.3
(-HP ...
40 0 40 80 120
39 -- 2
}r PE 1104.9
` GkAPH ICS ,. LO
I
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK
SCALE �4�r���IOCIT11 UF
DESIGNED BY DRAWN BY CHECKED BY DRAINING NO. n
y RECOMMENDED BY: DATE: 5"1-#0 DEPARTMENT OF PUBLIC WORKS �
Q JOT AMC JDT7
3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN Y /��• �,�,
CONTRACTOR
CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL ,►� �► tea, Plans Prepared Under The Supervision Of
,�"` �---� DATE: e)" !Owl
.� PRECISE PLAN �,
COUNTY BENCH MARK T-46-81 RESET 1997 ,� �' ACCEPTED BY:
EASTERLY OF THE CENTERLINE OF SR-79 ATen �,
No. DAN YORK ���
AS NOTED �'�" N 60132 Do} '� ,� � TRACT �
INSPECTOR e:
THE SOUTHEASTERLY CORNER OF THE BRIDGE �+r� Exp. 0/3% DEPUTY RECTOR OF PUBLIC
_ .
,
ODER SANTA GERTRUDES CREEK• 4.5 L' y. h'[ LYtT.Y4• PHASELOTS19-,23 & 4� •� 9
H D. TANNER III WORKS/CITY ENGINEER " <
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �� �' '` � :..
���► 1988 0
DATE COMPLETED CONCRETE SIDEWALK. �r d�` No. 60132 Expires es 06-30-08 R.C.E. No. 43212 Exp res 03-31-08 rod, 044 SHEET OF
i
ELEVATION = 1097. 163 N/A 4F C A�,1
CONSTRUCTION NOTES
(DCONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207
$ REMOVE PORTION OF EXISTING DRIVEWAY APPROACH DEPRESSED CURB & GUT. , REPLACE WITH A-6
CURB & GUT. PER C.O.T. STD. NO. 200
15
�,• �� -. PE = 1106.1
41 6
r'y ` -•, PE 1105.8
ti 4 -,.
24 � o
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PE 1105.6
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GRAPHIC SCALE ~ V'
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1 -800-422-4133 ■ ■ ■ TEMECULA,CALIEORNLA 92591-6022
C I3 N S U LT I N® 951.676.8042 a FAX 951.876.7240 ■ www.RBE.com7"'" , I
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �q��sslvy
DESIGNED BY DRAWN BY CHECKED BY DRAWINt3 NO. p
Q RECOMMENDED BY: DATE: -� F DEPARTMENT OR PUBLIC WORKS Q
�! JDT AMC JDT ._
3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �, Yljy�• 1.
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�"' PI ans Prepared Under The Supervision Of
CONTRACTOR '
�► ,.� ,�....._F.._ .._ __,�.___ __� .� w DATE: "�•'�� o PRECISE � PLAN
COUNTY BENCH MARKT-46-81 RESET 1997 ..,,, ,,,4 w ACCEPTED BY.
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED �'' No.�t�1 2 r" DAN I ELLO
• . YORK TRACT 31053-,3
THE SOUTHEASTERLY CORNER OF THE BRIDGE � -�._- �"=�'�'�`� Date ....,► Y ��.
INSPECTOR Exp. 8/3%® DEPUTY I RECTOR OF PUBL I C A'``' '`` ¢
OVER SANTA GERTRUDES CREEK, 4.5 TANNER III H SE 5: LOTS19-,23 & 45-49
� � O D• WORKS/CITY ENGINEER d a. `'
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL 1 �"j y�� �'`w, r o ...:. ......••
DATE COMPLETED CONCRETE SIDEWALK.
• Q3-31--08 �j►ro�..i889•••0$90 HORIZONTAL �i� TR�L �/�T~�1��'' a R.C.E. No. 60132 Ex ires 06 30--08 R.C.E. No. 43212 Expires �, SHEET � OF � i
' N A 4�' A1.1�` p �
ELEVATION - 1097. 163 � E