HomeMy WebLinkAboutTract Map 32437 Lot 50-63 Precise Grading 1 ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA T . t N o . 32437 F
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 15 215
AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PHASE 4 LOTS 50 - 63
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
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. Precise Grading Plan
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 : 1 . 15 39
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR AV
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In City of Temecula , State of California
SLOPES OVER 3 ' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB TIC
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP.
FLOW LINE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH TR 321i/437 - 2
HIGH POINT HP
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG 50 51 52 53 54 55 56 57 58 59 60 61 U82
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS
ONE FOOT,
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG 49 VICINITY MAP
PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04.
I
AR 19 N DRIVE,'
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW 48 HIGH POINT
59 PAD ELEV MIN.
114r
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. /X -0.
TOP OF SLOPE TS
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 43
11 111 Z" pl�
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 47 351 d I
6" MIN.
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 1 z
C\_1 MUDSILL
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 , 45 3:
PAD ELEVATION PE 0000.0 m 42 IN GARAGE AREAS 1z
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 1- 36 GARAGE FLOOR SILL IS 6" MIN I lip.
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 7. ABOVE GARAGE
FLOOR SLAB
FINISHED FLOOR FF 0000.0 85
DURING THE GRADING PHASE. VARIES AR :'S B C RIE�SC I
45 lu 41 VARIES
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WATER SERVICE me
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 86 ... ... CL 37 GARAGE DETAIL
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. PAD PAD
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS SEWER SERVICE 44 zi
FF FF
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 40
DRIVEWAY x
S11. 87 bt bt
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 43
38
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL , AND OTHER DELETERIOUS MATERIAL. IF
SLOPE
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN z
47
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 39 12" MIN. ABOVE PAD ELEV.
z
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER 42 z: e 00
/on-,
APPROVE PLACEMENT OF FILL. ROUND OFF TOP lot
49 11
/1A\ _j
P/L --
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION 89 51 R/W- A N
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING Rj 41
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
GRADING OPERATIONS. INVERT ELEVATION IE 8
42 70 TYPICAL SIDE YARD DRAINAGE
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES 4 5 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS =a_71 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
3 OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES,
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED AMOUNT OF EXTRA DEPTH 6�
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOOTING REQUIRED SECTION A-A ENTRACES) MAY BE SETBACK A MIN OF 7' .
SLOPES OVER 30 ' IN VERTICAL HEIGHT. 2 FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
EXTRA DEPTH FOOTING I Z Z 71 THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE.
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 1.N C/ VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 21 22 23 24 25 28 27 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
GROUND SHALL BE GIVEN. DROP GARAGE O.X, MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES T R' 3 2' A 3- 7 - %
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES
PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. ASSESSORS PARCEL NUMBER: VARIES VAR I ES VARIES P/L
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. PORTIONS OF 916-410-005; 916-410-004; 916-410-003 6" MIN. it - 6" MIN. -
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. MUDSILL _.3' MIN. MIN. MIN. 3' M I N.- MUDSILL MUDSILL _3' MIN.- 1 ,
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 619 MIN.
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LEGAL DESCRIPTION 100 0 100 200 300 FIG FIG -FG
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A EXTRA DEPTH
PUBLIC RIGHT-OF-WAY. LOTS 3-4; TR-29639-2, M.B. 345/PAGES 1-19
OF MAPS RECORDED IN RIVERSIDE COUNTY, CA, GRAPHIC SCALE FOOTING
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 12 MIN. T 12" MIN.- =PAD ELEV-FG 2: 1 MAX.
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS INDEX MAP WHERE NECESSARY E
DISCOVERED DURING CONSTRUCTION, UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 0-
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SCALE: 1 " = 100' 2% MIN. 2: 1 MAX. TYP. 2% MIN. 12" MIN. 0
BASIS OF BEARING NOTE 21% MAX. MIN. 21% MAX. 2% MIN. 6�
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE xl�, 0
LOTS INCLUDED 21% MAX.
AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST SECTION 13-13 SECTION C-C
00
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 11-1
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE ON A MAP OF TRACT NO. 29286, MB 298/86-89. SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. E R 0 S 10 N C 0 N T R 0 L T 0 B E I N DETAIL NOTES
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23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL C 0 M P L I A N C E W I T H T H E R 0 U G H <
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RESOURCES , OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE of
U.1
EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY GRAD I NG PLAN FOR TRACT 32437 T_
OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL
FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE.
THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO PER LD04-295GR 55' 3:
- 1 55' 1�
DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT 3
AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT 55'
U
NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING CONSTRUCTION NOTES & QUANTITY ESTIMATE
THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING NO. 1— 3
SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION 71-rg
2
OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, ITEM QUANTITY UNIT
LOT GRADING (14 LOTS x 50 C.Y. ) 700 CY
THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR 0 0 <
CD
n-
DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE INSTALL 3" P.V.C. SCHED. 40 168 LF o
BEEN APPROVED BY THE DIRECTOR OF PLANNING. (D
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INSTALL 4" P.V.C. SCHED. 40 0 LF U
Ld
PLANNING DESIGN CONSTRUCTION OMIER DEVELOPER CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 14 EA
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INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 14 EA 10
LENNAR HOMES <
LENNAR. Of
40810 COUNTY CENTER DWE 391 N. MAIN ST. , SUITE 300 DRIVE APPROACH 14 EA TYPICAL FOOTPRINT
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TEMECULA,CALIFORMA 925M-4679 CORONA, CA 92880
C 13 N S U LTI t4 G 9M.676.8W a FAX QM.676.7240 www.RBF.corn SCALE: 1 " = 40
(951 ) 817-3500 LD06-110GR 'Z
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1-1
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE j%%VESS1 DESIGNED BY DRAWN BY CHECKED BY SHEET NO.
AYA
JH JH EH VIZ DEPARTMENT OF PUBLIC WORKS
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN dr RECOMMENDED BY: DATE 2L CITY OF TEMECULA U
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL PLANS-PREP UNDER THE SUPER I
EASTERLY OF THE CENTERLINE OF SR-79 AT
AS NOTED No.60132
THE SOUTHEASTERLY CORNER OF THE BRIDGL 20 DATE: RONALD J. PARKS
INSPECTOR COUNTY BENCH MARK T-46-81 RESET 1997" i;; 1� -L'Ill 7� vIs 01;f&[27�7 ACCEPTED BY: DATE: PRECISE GRADING PLAN
Exp. 08/30/0111 TR-32437-F
OVER SANTA GERTRUDES CREEK; 4.5' DEPUTY DIRECTOR OF PUBLIC WORKS <
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL PHASE 4 - LOTS 50-63 1-_
DATE COMPLETED CONCRETE S[DEWALK. 41 L"11-1 <
ELEVATION = 1097. 163' N/A I or C R.C.E. NO. 60132 EXP I RES: 06/30/08 R.C.E. NO. 19744 -EXPIRES: 09-30-07 TITLE SHEET OF 2 SHEETS
CONSTRUCTION NOTES
R/W
INSTALL 3" P.V.C. SCHED. 40 5' 5'. INSTALL
FL OF PIPE 1/2" SIDEWALK REMOVABLE
CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 1 1/2" MIN. COVER ABOVE GUTTER 6 PLUG
FLOWLINE
INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT INVERT ELEV. A 4 PVC
PER PLAN 2%
CONST. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207
77=-
4
6" z
4.0 610
2.0 0 210 0=6� SECTION A-A INV ELEV PER PLAN-
NIIIIIIIIIIIIII CURB k GUTTER
GRAPHIC SCALE 3"x4" REDUCER 4"x4"x4" TEE-
3" MIN PVC (SCHEDULE 40)
PRIVATE DRAIN THROUGH CURB DETAIL
ELEVATION
TR 32 -4137 - 2
1110�9 1111 .7] 11 2=7] IPE 1113.6d IPE 11 IPE 1115.41 IPE 1116.Od
1PE 1109. IPE IPE IPE
TRACK BOUNDARY
TRACT BOUNDARY - - - - 17.
12.5 -A --T
F .- -A /FG -A
16.7 11
L=73.61 ' -m- 1-0 L=68.61 'li L=68.6 1 Lo L=68.61' I L=68.61 ' 16.711 1 .7 1
1.4 15.1 Lo v - 17.7
11 16.5 17.5
7.8 13.9 13.V 1 0
00 FG FG b / FG
FL-W 15.1 15.1 FL--HP
-10.5 ZFL-+p 12.4 17.7 -L I�P
c FG FG 11 2 FG FG FG 14.9 FG
11.5 10.3 71 -- ... - -. 12.5 12.5 FL4F FG FG I I L�
5/ 5' �1 .0% MIN
1 .0% MIN 10 1 .0% MIN 1 .0% MIN 13.7 1 -0%' MIN 0 FG z bt 17.2
-HP 14.5 -o 1 0 0
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9.69 N .8 13.4 FL-W 0 - FL
m FL c�
FG 04 5
(/fc FL FL cc�) FL
be 61 a 15.9
FL =FG 10.7 C)
1� 10.5 1 FL
t 13.2 z
13.6'± \1-v-z) 4 11.4 16.7 5' 0 17.7, 10). 1 , 28' 1
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FL FG
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be be
C, /2 20
m /2 C\ '1 B�
r� I t z
be 17.7 r-
- /3-B\ /3-B\ :c) 15.1 R
be F
F�F = 1111 .72 o K97 12.5 13.6
8 - CTI
± I IFF = 11 15.A C)'- 0
1PE = 1110.51 [m 0 FF: = 1117.1
IFF = 1113 2 cn 7 1� I FF = 1118.1 1 6
IPE = 1115. 11 5' 0 7
GF =1 110.8 GF 112.8 5'1 C) I I/--r L- GF 1115.4 C) 1PE = 1116.
F: = 1112�l ItE = 1112 FF = 1114] 11 -- IPE = 1117.
8 [m 5' P 5 -1
IV.14 1 0 -- 17.2
F .4 o cn 15.0 -j 5
nc FG 1PE = 1111 1PE = 1113
\R / GF =1118 0
13.7
FG 0 FG
(7) &C,
(JI \%t y
-0 14.7 ro
14.9 14.9 co
o FG FG
LL be[ (ZD
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04 -. GF =1111 1--1 n 1-1 16.9 �p W
7: FL- -- 18.07
12.78 14.18 *1,1-7b.14� _4 FS I
10.87 10. 11.77 7.2' C) 15.47 F =1117.0 5'
FS 0
1 0. -GB- 5 �H FS 12.1 -uo- -H FS -H T FS
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FS IPS FS FS FS 15 FS 7 �s I(El
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2 L=70.78' OD 0) ns L=65.64' fc�-0) Go ns -/FS L 65.64' ns rs L=65.64" - 1. -- 1A ns
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a(�) C14 tA-
15 C14 t2
CD-N
0 [LF 1116
[FF 1111�,4 0 0%. C) FF = 11 13�,5 . 1 F 1117 4 to Rj
I -F 2.3 1PE 1115
o IPE = 1112.8 8 d4 04 00
FL a CA
7 z 0 xl� FT 1118.]5
IPE 1111 .6 5- to
IFF = 1114�8 IPE 5 8
1 2 1 1 0
PE = (D _j 5'
-i be (D GF =1117.0 r-
F =1111 .9 FG
c�
Ln 16.7 0 cn
-7- 11.6 4 1� " : 15.2 Ln FG I z (16
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0 w i
I � be -6 11 RET WALL PER 17.8
9 1 m 0 RET WALL PER Iml
MIN. 0 be
-LO(5 PERATE PERMir 0 /FG 0 z
to SEPERATE PERMIT
V be 12.8 -1 <
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10.7 10.7 0, 12.8 410 12.1 c� 5.4 z 0 1-1 - w
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s 11.6 16.0 CD
10.3 16.7
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rL c� FL -c 15.2
N FL
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c �.6 c 13.9
1> Lo - FL FL 16. FL C-�
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12.8 :H C)
10.7 11.6 '-�H 11.8 TW F-G 04
11.6 Lr� 12.8 14.1 15.4 15.4 -H
FG 17.2 00-
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10.5 FG FG FG Lo
C14 LTF 04 c14 N 15.2 TF _17.6 FL-Hp 17.8
5
:Hj --
--"'FG N FG
11.1 TF 12.5 TF 17.0 TW 19.2 TWA L=70.64 �2
P� FL 15.1 TW L=65.64' A 14.4 TW 15.8 TW A- -L=65.64' 13.7 TF - -
L=65.64' 4-=Q5.64 It; 2 TF
19.2 TW 16.7 /
15.1 TW 11.61
10.5 TF FG 15.2 TF FG <
X:
RET WAI L �R
RET W L PER c/)
IPE 111
SEPERATE PERMIT u
SEPERATE PERMIT- w
IPE 111510 1 P E 1:1:1::6::.:1] IPE 111 IPE 1118.01 IPE 1119.5] cr
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PLANNING E DESIGN CONSTRUCTION a
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T R :3 2 -413 7 "1
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DESIGNED BY DRAWN BY CHECKED BY SHEET NO.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK
SCALE RECOMMENDED BY: DATE: 0/z?/dcz�- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS L)
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CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" NTAL P ACCEPTED BY: DATA 17 c6
PRECISE GRADING PLAN 0
1 1 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.60132 2 LZ
THE SOUTHEASTERLY CORNER OF THE BRIDGE DATE: RONALD J. PARKS PRESCOTT TR-32437-F
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DATE COMPLETED CONCRETE SIDEWALK. 60132 EXPIRES: 06/30/08 R.C.E. NO. 19744 EXPIRES: 09-30-07 ...1989.1.*.* n-
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ELEVATION 1097. 163' N/A