HomeMy WebLinkAboutTract Map 30264-14 Lot1-17 Precise Grading CITY OF TEMECULA
GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
PRECISESEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
A
J� RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
5' MIN. PA 5' MIN. BUILDING F AREA 2H, PHASE2 2. LDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
tiy� MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
TR. 30264=14 LOTS 1 =17 3' MIN. AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
UPPER PAD
RAINBOW CANYON NOTE: ALL ELEVATIONSEXTERIOR WALLS AT NOT LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET.
ON ALL HOUSES ARE ENHANCED. s MM N. SUR�� MUDSILL 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
REDHAWK PKWY I
LOWER PAD
Z LOMA LINDA 6' . e _ 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
y -18 T e STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
0 ROAD " 2% MIN. OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
WOLF CREEK DRIVE S. y �� 207E MAX. 60MIN. o SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
-10 J011 MIN. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
2 X MAX.
REDHAWK PKWY t4 SECTION B-B SLOPE
2:1 OPE ARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
= 3 4 s NO SCALE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
FILLS OVER 1 DEEP.
PA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
5' MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP WOLF VALLEY ROAD INDEX MAP MUDSILL ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
. . . DEER HOLLOW ROAD _ " '� is 14 4 ' 3' MIN. ' MIN. FINISHED SURFACE
SCALE: 1 200 PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
PROJECT SITE 13 12 1' 10 MIN. ABOVE PAD ELEV, FILL SLOPES.
TR. 30264-5 &
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
TR. 30264-14 PA 5' • .� 6»MIN• SLOPE VARIES
-1- 2:1 MAX. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
/ 2X MIN. » SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
FOR REAR YARD SLOPES GREATER 20X MAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
THAN 5' IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SECTION A-A SECTION C-C 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
55.00' 55.00' 55.00' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
HIGH POINT
�- w PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
-A z
lb PAD ELEVATION-6.13' OJ
w � MODEL TYPE 2x �°d�,Q 6" ��'�� 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
1A 1C � 1D � MAX. Z FINISH FLOOR v SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
105 LOT NUMBER 9 Q THE GRADING PHASE.
E E E DEEPENED FOOTING o6s.og �os9.o6 ELEVATION TYPE �i
PER PLAN 290 MIN• Q� 2% MIN
°: p 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE
35 FINISH FLOOR ELEVATION = = APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
3CR 8 ABOVE PAD ELEVATION - - ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
5' MIN. FF=1070.17 PAD ELEVATION 3" OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
4' MI PAD=1069.50 x 11" ►D FILL DISPOSAL FLOW PREVENTION DEVICES PER THE U.P.C.
55.00' 55.00' 55.00'
2" SAND
LENGTH OF DEEPENED � o PAD GRADE 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
x ® o BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
FOOTING ELEVATION
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
c-nENHANCED ELEVATION ER FOUNDATION CONSTRUCTION SECTION BE CLEARED,
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
A � 28 � 2C � PER PLAN PROPERTY LINE
Ln o LO N 0 SCALE PREGISTERED LACEMENT OF CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
E E E RETAINING WALL, 6
11 WHEN REQUIRED, °'• • ios�s� *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS*
BY SEPARATE PERMIT GFF=1oes.67 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
GARAGE FINISH FLOOR ELEVATION o� AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
• °bbb RIGHT-OF-WAY GRADING OPERATIONS.
55.00' 55.00' 55.00' 60.50' CURB LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
FS FINISH SURFACE ❑3 SHEET NO. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST
3A 3C 3D TC TOP OF CURB ONE AND
Jr, PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
TYPICAL LOT
N.T.S. FL FLOW LINE ELEVATION TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
LO LO LOFILL SLOPES OVER 30' IN VERTICAL HEIGHT.
;AUE INV. INVERT E
A FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE
P GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
HIGH POINT = PAD N�+ L 1234.0 FLOW LINE ELEVATION EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
57.00' 57.00' 57.00' ELEVATION-0.2 P A F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
4A 4eOUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
M 4D + STREET LIGHT ER ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
LO 5 5' S' FIRE HYDRANT ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
�
GARAGE GARAGE GARAGE PAD ELEVATION MIN. IN. PAD ELEVATION MIN.
TIN TOP OF WALL ESR ENHANCED SIDE RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
C
c TF TOP OF FOOTING ENHANCED SIDE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
('2_l DETAIL NUMBER ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY L DELINEATED IN THE FIELD PRIOR TO
B B 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
aK
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
PUBLIC RIGHT-OF-WAY.
F/L NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
BUILDING FOOTPRINTS R/w co x � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
SCALE 1 = 50 F❑❑TING TO BE DEEPENE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL.
03F . 20, 7, 7
TYPICAL SIDE YARD DRAINAGE AND ALLILIABUTY, REAL OR LLEGEDINOWNER
CONNECTION WITHAND THE ETHE PERFORMANR HARMLESS CE OF ANY
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
NO SCALE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
FF, ELEV. LENGTH OF OF THE OWNER OR ENGINEER. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
DEEPENED F❑❑TING (D,F,) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
VARIES, 6' MIN, TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
6' + EXTRA DEPTH FOOTING UNDERGROUND STRUCTURES
1 PER PLAN, MAX. EARTHWORK QUANTITY ESTIMATE NOTIFICATIONS OWNER DEVELOPER.
PAD ELEV, �: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES
o� ti CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. S.200
12' MIN, APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:Mq EXCAVATION 850 C.Y. �' CORONA CA 92879
Underground Service Alert PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND
9 TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 951-372-8500
EMBANKMENT 850 C.Y.
an N❑TE:THE EXPOSED PORTION OF THE DEEPENED FOOT NG SUBSIDENCE OF UNDERGROUND INDICATED ON THE PUBLICSRECOR SUCTURES E EXAMINED; D ADTO THE T VARIANCE 'MAT
NOT SOILS ENGINEER LD05-223GR
Call: TOLL FREE EF' � UNDERGROUND SERVICE ALERT. 1(800) 227-2600
SHALL BE FORMED, SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC.
1-800 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT
IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111
227-2600 TY P. EXTRA DEPTH FOOTING PLAN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWN THE BASIS � BEARINGS IS THE CENTERLINE OF PALA ROAD _ _
N.T.S. TOTALS 850 C.Y. ER OF THE UTILITIES OR STRUCTURES 858 560 1713
Two WON" DAYS BUM YW = 850 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28»W 858-560-0380 FAX
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ESS/0 Hall & Foreman Inc. DrawingNo.
SCALE Qa �� � RECOMMENDED BY: DATE:
RIVERSIDE COUNTY 600-62-69 1970 �� Engineering•Surveying.Planning•Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS
CONTRACTOR � �.�' � Thrw 9.Itrworld CNd., s°n. zoo T.m«",b, Co. 92soo
BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL „ a
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD No. 16526 = �'"' 9s' z!4 0300 Fox. 's' z94 oa°' ACCEPTED BY: DATE: .3'2 O
INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN EXP. a-3o-o� PREPARED RONALD J. PARKS110
PRECISE GRADING PLAN
PAVED ROAD 5
* DEPUTY DIRECTOR OF PUBLIC WORKS . . AREA 2H, PHASE 2
N.W. OF TEL. POLE NO. 6295, C.W.T. •'•
VERTICALS.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �r
F Ivil FRED V. DOERGES DATE: • ••. . TR. 30264-14 LOTS 1 -17
DATE COMPLETED OF �F 19744 EXPIRES X30107 • •{ SH T. 1 OF 4
CAS- R.C.E. No. 16S EXP. DATE-6-30-0 R.C.E. No.
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CONSTRUCTIION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK
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Hall & ForemanInc.
DrawingNo.SCALE , �CO�M � ED BY: DATE: DEPARTENT OF PUBLIC WORKS
RIVERSIDE COUNTY 600-62-69 1970 E .S -P -L CI TY OF EMECULA
CONTRACTOR BRASS DISC SET V EAST OF CONCRETE POST MARKER HOARMTAL rw" SWIwwww Ord` tw. M TM ` °s' �
STAMPED 68 RESET, 2.9 IK.ES S.E. ALONG PALA ROAD =� OL 1� FbL n' U4 stM F"' M U4 9M ACCEPTED BY: 3 Z o6
• DATE:
AS SHOWN W. 0-88-W � PREPARED Y: RONALD J. PARKS
INSPECTOR FROM POST OFFICE AT TEMECUL.A 29 N.E. OF THE DMD CF OF. PL*M WOWS PRECISE GRADING PLAN
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 � 3• n .•.
S.W. OF 360 CONCRETE STANDPIPE. ELEV. 1039.378 W, DATE; .• .• . .
' TRACT 30264-14, LOTS 1-59
DATE COMPLE f7 MN R.C.E.Ne. 1 Wo w. DATE 1-3o-07 R.C.E. No. 19744 ESS 9LN 97 SHT. 2 OF 4
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FL c� 1 9 F G 1 o _
� c`' hV o Q ; 1. GROUND SHALL BE PRE WETTED TO THE SATISFACTION OF THE ENGINEER
14.67 ��` ? ? ' PRIOR TO PLACEMENT OF CONCRETE. CONSTRUCUM NOTES
w I � �- II �
!7 FG !� 14.2
W ,P, 1 2. MATERIAL FOR OF DOWNDRAIN SHALL � CONCRETE
� FL 14. �, ,� �, I 1 I I - " " 1 REMOVE Ex. DOWNDRAIN AND CONSTRUCT DOWNDRAIN
• 0 REINFORCED WITH 6 x 6 W 1.4 x W 1.4 WELDED WIRE FABRIC. O
1114.37 14.97 FL �` 1 /r\ 1 I dt PIPE PER DETAILS HEREON.
g H.P. FG 14.97 I
- - J I 3. N TO PIPE SHALL NOT BE USED WITHIN 2 JOIN EXIST. DOWNDRAIN. EXPOSE 6" OF EXIST.
iv FG � � _ _ = 3 O
1 - 4 ROAD RIGHT-OF-WAY. REINFORCING TO BE TIED INTO NEW TION
14.3 w �N � �.`� o =
N !� 15.0 �� 4 • • r FL 1
FG ' H.P. c° 15 4$ GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.
- - °D '•� g �' - _ _ oo ' F 3 3 INSTALL 4" P.V.C., SCHEDULE 40, DRAIN
DCMNDMNANDPIPETRANSITIONDETAILO
. N.T.S.
2:1 , � 14.5 �' � FG 14.8 I 7. 2.1 `
3 FG FG - P' 04 4 PRIVATE DRAIN THROUGH CURB PER
2. 1 168.1 MIA& HEREON
6 0 2:1 ` 5 INSTALL 4" TWO WAY CLEANOUT PVC SCHEDULE 40
1.41 �2 115.45 PER DETAIL HEREON
N
Underground Service Alert 20 0 10 20 40 80
"Note: Lots 10-12 have bon left 0.25' below the rough grade pad elevation
Glk TOLL RIM as shown on the approved rough grading plan forTr. 30264 to eliminate i. = 20
the need to excavate to the required subgrade condition for the house.
1-800 Therefore, for than lots the structural section shall be constructed GR,Ap� SCALE
227-2600 on the existing grade."
M� VW
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LD05-223GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE AC C1D BENCHMARK Eur ■O Hall & Foreman Inc. DrawingNo.
SCALE o o O n r RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS
E f . CITY OF TEMECULA
RIVERSIDE COUNTY 600-62-69 1970 �t�' � � � �
CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HOAtZONTAI « ns. 01 264-OM FOL ni 0�
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PAI.A ROAD o �- an A ACCEPTED BY: DATE: Z3 '6
INSPECTOR FROM POST OFFICE AT TEMEC ULA 29' N.E. CIF' THE AS �• E'�0'°7 PREPARE BY: RONALD, ��s OF PUBLIC „�S •.• PRECISE GRADING PLAN
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 � •
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 `�'�"� ��,. � Fro W, DAM ..�•• •. TRACT 30264-14, LOTS 6-12
DATE COMPLETED � CA�� R.C.E.No. 1 26 EXP. DATE 6-30-07 R.C.E. No.
19744 ESS 9130107 SH T. 3 OF 4
SEE SHEET N O . 2
70
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tIFF=1112., 37•S?' 'C ' ♦► 20 `
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PAD=11 R FL'0 P''�61113.0 •. FG FG 57 � '• ^' R
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20 0 10 20 40 80
Underground Service Alert 'Note: Lots 13-17 have been left 0.25' below the rough grads pad elevation
as shown on the approved rough grading plan forTr. 30264 to eliminate
the need to excavate to the required subgrade condition for the house.C� TROLL FIRMiw _ 20
Therefore, for thew lots the structural section shall be constructed
Ofl the existing ode." G�p�C ���
1-800 g 9r
227-2600
LD05-223GR
W* �0 "IMVNUW
Acc'D BEN04MARK ass Hall & Foreman, Inc. BY: DATE. TEMECULA
[wawa No.
CONSTRUCTION RECORD DATE BY REVISIONS D ''°� CITY OF
E DEPARTMENT OF PUBLIC WORKS
RIVERSIDE COMITY 600-62-69 1970 wwwpj.& �9. 9
CONTRACTOR TE POST DARKER HOVAMTAL " %.. r a e �w s 3 t�
BRASS DISC SET 1 EAST OF 1�i � U1 U FQL U4 ACCEPTED BY• DATE:
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD G-n*p RONALD J. PARKS PRE CISE GRADING PLAN
FROM POST OFFICE AT TEMECULA 29' N.E. OF THE As SHOWN o!. P EPARE Y.
INSPECTOR POLE NO. 6295 C.W.T. 3' w, _ l„ DEPUTY DIRECTOR OF PUBLIC �MORKS :•;
PAVED ROAD 5 N.w. OF TEL TRACT 30264-14, LOTS 13-17
VOWs.w. OF 36 CONCRETE STMVPPE. ELEV. 1039.378 �► ` F'REO W. {• SH T. 4 OF 4
1
R.C.E.14I 1 E . DATE 6-30-07 R.C.E. No. 9744 EXPIRES 9LN107
DATE COMPLETED